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2021-07-15��ii�u�� A � ' ��' " � � . . ,.., . : :��.: _ ,,�� '--..,:,,,,., CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING J u �v 15, 2021 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, July 15, 2021, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance. II. ATTENDANCE The following TRC Members were present: Interim City Administrator Gary Ritter, Building Official Jeffery Newell, Fire Chief Herb Smith, and Public Works Director David Allen. Members Absent: Police Chief Bob Peterson (Lieutenant Bernst was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford (entered the Chambers at 10:27), Environmental Health Director Victor Faconti, Committee Secretary Patty Burnette and General Services Secretary Yesica Montoya were present. City Attorney John Fumero and the Okeechobee County School Board representative were absent. Okeechobee County Fire Rescue Captain Justin Hazellief was present as well. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Public Works Director Allen to approve the agenda as presented. Motion Carried Unanimously. IV. MINUTES A. Motion by Building Official Newell, seconded by Fire Chief Smith to dispense with the reading and approve the May 20, 2021, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. 2. Chief Smith asked for clarification that the structure labeled single story garage on page C-200 of the site plan was actually the Emergency Operations Center (EOC). Also, he inquired as to whether the hydrant at the EOC which was notated on this same page was actually a fire department connection (FDC). A utility plan showing the proposed FDC connections and fire hydrant locations as well as a flow test is needed. He suggested the County consider sprinkling Fire Station One which is located on this same parcel since it is required by law to sprinkle all fire stations and, given they are considering this proposed project, this timing would be perfect. Public Works Director Allen suggested removing the proposed landscaping from the end of the Northwest 4th Street right-of-way and to cut off the "D" curb at the subject property line. OUA Director Hayford needs to see plans showing water mains and private gravity force mains. There are also some concerns with the pump station that may need upgrades. 3. Mr. Steven Dobbs, on behalf of the Property Owner, Okeechobee County was in attendance as well as the Architect for the proposed project, Mr. Joseph Mrak, President of Securitecture, LLC. Mr. Dobbs clarified the structure labeled as a single-story building should be the EOC and the hydrant should be reflected as an FDC. He will pass the Chief's suggestion along to the County regarding sprinkling Fire Station One. Paperwork for an Alley Use Agreement for Northwest 4t" Street has been submitted. The site does have a South Florida Water Management District Environmental Resource Permit. Utility plans will be submitted. The buffer for the new parking proposed adjacent to Northwest 5t" Avenue does have adequate space between the property line and the parking area to accommodate the 10-foot buffer requirement along that right-of-way. Lastly, there are required dumpsters located in both the secured and unsecured areas in the Northwest and Northeast sections of the site. TRC MINUTEs, JU�Y 15, 2021, PAGE 1 oF 4 V. NEW BUSINESS ITEMS CONTINUED 4. No public comments were offered. 5. Chairperson Ritter and Fire Chief Smith disclosed they had spoken with Mr. Dobbs, regarding the proposed project. Building Official Newell disclosed he had spoken to Mr. Donnie Oden, Director of Facilities Maintenance and Development Services and Mr. Mrak. 6. Motion by Building Official Newell, seconded by Public Works Director Allen to recommend approval for Site Plan Review Application No. 21-001-TRC as presented in [Exhibit 1, which includes the Planning Consultant's analysis of the findings and recommendation for approval as well as approval of the alternate landscape plan as submitted] with the following conditions: submittal of an updated utility plan that shows the proposed FDC and fire hydrant locations as well as the flow test received from Okeechobee County Fire Department; verification of submittal and approval of an alley use agreement for Northwest 4th Street, and Okeechobee County should bear the costs of the improvements required by the OUA to meet the potable water demands of the jail facility based on its peak capacity for inmates and staff. Motion Carried Unanimously. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7th Avenue. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. In addition, he commented the Applicant has submitted a joinder application for all associated parcels. It is currently being reviewed. 2. Chief Smith commented there are no plans indicating hydrants or water mains and no sprinkler system for the building. Plans do not indicate the size or location of the gates for access to the parking lot and Knox boxes need to be on at least two of the gates, the North and South entrances of the parking lot. In addition, the width of the egress for the South drive should be increased to a 20-foot minimum for access to the site by fire trucks. Public Works Director Allen commented the new culverts need to be aluminum and should be reduced in size to 36 inches. The damaged sidewalks near the existing facility need to be replaced. He mentioned to keep the overhead power lines in mind when installing the landscaping. OUA Director Hayford needs water and wastewater and fire plans submitted. County Environmental Health Director Faconti commented there is an existing septic system that has an annual operating permit issued through the Health Department. Should it be decided to have sewage disposal through the OUA, the septic tank does not need to be removed just the location identified. Chairperson Ritter inquired as to what roadway improvements are needed and should the sidewalks be across the driveway entrances or meet where the driveways start and possibly replacing the North access to the site. The remainder of the parking landscape areas should be grass or some type of landscape material. The Committee discussed that a five-foot fence should extend to the East fence of the proposed new building. 3. Mr. Steven Dobbs, agent for the property owner was in attendance. He commented Mr. Neal Markus unfortunately could not be present. A permit through South Florida Water Management has been applied for regarding the storm water system. His client is looking into installing a force main. He confirmed with Public Works Director Allen the culvert size needed for under the road for the new driveway entrances. Director Allen commented the existing pipe located to the far North at the existing facility is not good. Mr. Dobbs requested the site plan be reheard at the next possible meeting as he did not feel comfortable discussing the needed roadway improvements and cost associated with those improvements without his client being present. 4. No public comments were offered. 5. Chairperson Ritter disclosed he had spoken with Mr. Dobbs regarding the proposed project. TRC MINUTES, Ju�Y 15, 2021, PAGE 2 OF 4 V. NEW BUSINESS ITEMS CONTINUED 6. Motion by Building Official Newell, seconded by Public Works Director Allen to rehear Site Plan Review Application 21-002-TRC at the September 16, 2021, to allow the Applicant to be present for discussion regarding roadway improvements to Southwest 7t" Avenue, replacing the existing North access and to address the Committee's concerns regarding the following: supply hydrant location and utility plans; widen the egress width of the South drive to a 20-foot minimum to accommodate fire trucks; fit the existing and the South gate with knox locks for fire department access to the site; reduce the proposed culverts under the proposed access drives to 36-inches and use aluminum culverts; note landscape changes as discussed on plans; install a five-foot fence which extends to the East fence of the proposed new building; replace damaged sidewalks; submit plans for water and wastewater to OUA; and remainder of parking landscape areas should be grass or some type of landscape material. Motion Carried Unanimously. CHAIRPERSON RITTER CALLED FOR A RECESS AT 11:26 A.M.AND RECONVENED THE REGULAR MEETING AT 11:29 A.M. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. 2. Building Official Newell expressed he has no concerns with the proposed car wash portion of the property although he does have concerns with the existing building and the uses that would be permitted there due to the remaining parking spaces that would be available. Fire Chief Smith noted there were no hydrants shown or any utility plans provided. He expressed concern with the access not being wide enough for the fire trucks to enter and in the case of emergencies how they would enter the site since there is an automatic stop bar for the exit area. They will need some type of knox box/gate for access. Regarding the building, the egress door cannot be the overhead door and one cannot egress through the equipment room from the office area. The Committee decided this concern could be addressed and handled during the building permit process. Public Works Director Allen commented the sidewalk located in the Southeast corner of the parcel needs to be a minimum of five-foot wide and both sidewalks need to connect. OUA Director Hayford commented the Applicant is working with them on the water and wastewater plans. Lieutenant Bernst inquired about whether an attendant would be on the site at all times. The Committee discussed deliveries with the Applicant, and he agreed with all deliveries being during off hours and also discussed should garbage pickup be between the hours of 4:00 and 7:00 AM, then there would not be a concern with the location of the dumpster area. The remainder of the parking landscape areas should be grass or some type of landscape material. Chairperson Ritter inquired as to what the intentions were for the existing building and commented he was fine with the proposed stormwater plans as they were an improvement to what was located there presently. The Committee agreed with the parking reduction request as most of the spaces will be used by customers who are vacuuming their cars or by the employees. 3. Mr. Steve Dobbs and Mr. Wes Williamson, property owner for Williamson Cattle Company, were in attendance and available for questions. Mr. Williamson commented there is currently no occupancy in the existing building, and they may either sell or demolish the building in the future. An attendant will be on site at all times. 4. No public comments were offered. 5. Chairperson Ritter disclosed he had spoken with Mr. Dobbs and Mr. Williamson regarding the proposed project and Fire Chief Smith disclosed he had spoken to Mr. Dobbs. TRC MINUTEs, JU�Y 15, 2021, PAGE 3 oF 4 V. NEW BUSINESS ITEMS CONTINUED 6. Motion by Public Works Director Allen, seconded by Fire Chief Smith to recommend approval for Site Plan Review Application 21-003-TRC as presented in [Exhibit 3, which includes the Planning Consultant's analysis of the findings and recommendation for approval] as well as a parking reduction from 32 required spaces to 21, with the following conditions: widen the egress width to accommodate fire trucks; supply knox access for emergency access to the site; sidewalk at Southeast corner needs to be a minimum of five-feet wide; note landscape changes as discussed on plans; supply hydrant location and utility plans. Motion Carried Unanimously. VI. Chairperson Ritter adjourned the meeting at 11:58 A.M. Submitted by: �� Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. TRC M�rvuTEs, Ju�Y 15, 2021, PAGE 4 oF 4 CITY OF OKEECHOBEE, FLORIDA Ju�Y 15, 2021, TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY PATTY BURNETTE C'�.' � I. CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, July �152021, at 10-�>� A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Ritter. II. ATTENDANCE PRESENT ABSENT City Administrator Gary Ritter ✓ Building Official Jeffery Newell ✓, Fire Chief Herb Smith � Police Chief Bob Peterson Ll" �'-�= r+�' � Public Works Director David Allen U` City Attorney John Fumero City Planning Consultant Ben Smith ��" Okeechobee County Environmental Health Director Victor Faconti Okeechobee Utility Authority Executive Director John Hayford Okeechobee County School Board Repesentative Board Secretary Patty Burnette ✓ General Services Secretary Yesica Montoya � Executive Assistant Robin Brock, D(;' �� ,�'�: t '� �! �1 "!rF r' �,�� `� R ,�-'�: k� P�" � �t'�` , � �> �`.t � � '�� ` ; , III. AGENDA `� ' � � ��` `� � �'`� �'` � v�`� � !�' _�� r� r,_ �} �. A. Chairperson Ritter asked whether there were any agenda items to be added, deferred, or withdrawn. There were �'� f�- B. Motion by l`��`°�°'�� , seconded by ��'"�� to approve the agenda as presented. Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. IV. MINUTES A. Motion b �l"r��' "; { - ,, y , seconded by s+'�'� �� to dispense with the reading and approve the 6�ctQbe-r�$, Regular Meeting minutes. lct:� Qcj t�c;� I Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. V. NEW BUSINESS A. Site Plan ReviewApplication No. 21-001-TRC, proposed expansion ofthe Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The subject property is 14.94 acres comprising the entirety of block 95, 96, 97, 102, 103 and 104 within the boundaries of NW 6th Street, NW 4th Street, NW 5th Avenue and the Florida East Coast Railroad. Okeechobee County already has significantly developed the site, including the Jail, Fire Station, and Emergency Operations Center. Now the County is proposing additions and renovations to the Jail complex. The County has made several improvements to the NW 4th Street right-of-way, including structures. In addition to these existing improvements, several new improvements are proposed. The County has requested approval by the City of an alley use agreement. Water and sewage disposal services will continue to be provided by the Okeechobee Utility Authority. The proposed improvements will incrementally increase the existing demand. P. Burnette Handwritten Minutes, July 15, 2021, Page 1 of 9 ...,s: VI. NEW BUSINESS A CONTINUED It's reasonable that the volume of solid waste generated by the proposed improvements can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. The appropriateness of this plan will be addressed by the Fire Department. One loading space is identified as well as a loading dock. No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. The applicant is not proposing any new uses at this site, just expansion of the existing jail facility, which should not create any new compatibility issues. The proposed plan does not meet the strict requirements of the City's landscaping code, though the applicant has provided a a plan indicating the areas where landscaping could create security concerns. Section 90-539 allows the TRC to approve alternative landscape plans. Therefore, in conjunction with the requested site plan approval, staff recommends that the Technical Review Committee members approve the landscape plan proposed by the applicant with slight deviations from code to accommodate the security concerns of the ApplicanYs architect/consultant. Based on the foregoing analyses prior to issuance of any building permits we recommend that approval of this site plan be conditional upon the following criteria being met: An alley use agreement or right-of-way vacation agreement should be approved for NW 4th Street. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90-534, or the site plan should be revised to meet all landscape buffer requirements. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. 2. Building Official Newell: t: i. � f� �(;;�� p: t! C�` �'; ,f , Fr L S ��`=� � ; +' �` % � �E " .—':�.t ��''� d �� : . l�' � _ ��.cs" �14�j �'��`i E .`%. � � wL , � �,�. � -�� ac c�e: p-�� . � ��e �-� A ,�� R f, �. � � ,� � ,��.� r! )�s11 �� a�,F j ��2.. @-�r�L�� (,,� d ��.: ; i: � �� l.S 0�,��S��C0..�'r'` �l�'� `�r ;�_��. �b �k�--� �L��.��?c,� �� .,� -.rv.,...� S�-��',� t��.� P. 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C��"� � C, ri� r..c'. �� /�s }a- � S q��J�� ` OUrA ♦Execu4tive Director Hayford: f .., �-� �� ..�f � ,�'�ti-� r.�� ,F ��Q.r�''g �`� � � t.,+_ ( �'�' �. r r ��. � �,��' ,g�� `�� r- �. � C f�, a�c.� � x �� . `v � ��'� r�' �J [��': � � ��..�-'�- C �I �� f 0`� t , �F �,1 eE �� `r 1�1/2'f�.l� ,�U� ` vp � �� Q, �; � �i) �; .�i � �CY 0�,'4� � � ,! �, ,� w ` c � _ ._j.�yi�• 1�; y4�� (°�� C.�`'� +� �j� "� ��} � � � ` `�' �� Chairperson Ritter: ' . � ��°�'' �,�� ---, „ � �� '` G��"� �� _ �--- - r. '��v l � �•� �: .: > ;�� `' t r � � _.�..� "..s..l� -- --" ,�s r �l'.' i ,� -� ,��`r�w �Gi � P . � �L � , ; ;, —%; " ,� � a ��r"t,�� ►�� ,U� � f� ��, ��' � � � .� �, _ ,��i,�� 4.� "'�.,, �.x. �� w��C. , ' c �. - �� ,t ��;�.�'-,��-�t ��. �a r �- �.�E�� - - .. ..__._..r---.�--- S �� '�� Pc +� �� ..�'��' C� c� ?`�j \ ��, � ��, ;�< �- �� ..i.�'. . 3. Mr. Steven Dobbs, on behalf of the Property Owner, Okeechobee County, was ; present and available for questions. There were ,,,,� . >�.( �r,ti,, , , .. � -" �g ' � `" � f 1 � � , . }� ��` . � � � `e' _�a �� r 3; n ? � ��.�, � I ; �' 1 , s �C �C. �•..'c; � �y , i_ � � (�(� I � ; � ,� t �r� �� d � � ' y p j � ' �� F, r � � � c�Ja� �'a 1 �,� � �:, , r ,t �.- �, � €� �' �r'y+ i� 1 ,7 r� � , � � �a .r � �., �. _ } � � 1 � �� " ��_� �' . � ��,Gt.o-� � t'i�;� �� l�� Cf} < i F ,...�.,:�., 4. There were no questions from the public. �S `�`� ��' ! „�, _ �..,. ___- (�`,�' � . �,�a�� 4�-,;.,�� 5 ��e �'2 t-J��`� ;w 5. There were no disclosures of Ex-Parte Communications. �� ,� � C ' ,�� f � � , �, ,E � ,,- �� ,; �_ ��,,, _ _ a � �,, 6v: . _ - � '�� . . J . � I . - � _ . . . � ( . � .. � � � U � � P. Burnette Handwritten Minutes, July 15, 2021, Page 3 of 9 ��-c��=�2C ��.� � ; � rf v!2 c�� , � i�n- _ ��_ � _S�___�U��l'��nC(,�$ — --- __ . _ _____ 5��e��tS r-� C� o rn vrna'tdS �p Prnva�l � - ��. __ _ __ � ---- - — —__ _ _ _ � -- - -- U �� -- — - - — � ��, C.� ,��:� ��--- �°, �, �, � � '�- <<_ -- �`� � -: ��,�n � �QS1C�/� � �`�`�� "� '�=��= ' � �� -- ---- -- _ . ,��vl.s-� cu-r� N�lf E C�vn�,�� l - �u.f��.�c �c�r��_ p�-� ---- __--- ----- —_ _ _ --- -- - --- �w�—�--- �� _._. ___-- _ . _ ---__...--- --_,_ � __. ___ � C'�-�,��S�f� �� t r�.� n�r�r�c.� �u � of � U� a� Uf �� T.� �C� (��f-GLe�r" �Q�oca�tr� `�� Ce�.�.. -- . - - - ------ -- - b-e-C�.IS� �-%�,�� cc,vE Qr�n S�=�af � �ze l� � Q`�Ccc�� c� c r� c�c., n G1.�,l0�� C.U'r�l�� % s �D'S�� ----- I ('i2 -F+ v� . �� e� -� ��c � � �� ^ _ _ -- — ,�-�15 � - r� e - ha,�� {� � - no+ ct ( � bu �{� � o � � -� � �,c�Q�1,,�G' - -- --- -- -- ' _ _ -- - �- -- -_ ��,re �`' - v��,,.�- ��ctc�� Ff o�i�Q a� t^��Q.�is� I . -- --------- --- — � - � - - -- _ _ � D�_t� -�-eU� - (�G�-� �Ju -� G�Y e�-� - S �1 �� —N�� — - ��rv� _ S % � Y`� � !;::� �� -�S � �$rru.tte� ---_ _ _ --- ,� , � �p��tC i�� _ . --_ - - � (� Y�Q S Qrd �C� �1C I r't C{ e9 � y"? �lf,;° C �J — �.C,cL�- -a- ------- --- - --- -- -- ->" ��'b��,�'i�( �.�,�-2, — �S 0. �C.'.c�ri�c -�2�1C� �+ �✓�t-r--sj •- --- -- �,,; � c�c� �x Ios=F �-� �ve �Q �, s.� ��2--�<<1-�; - << �. t � s pa c�s �� , cc s�c� �-� Y� Q�C2sS (S C�� I OI--VL�I.d?t� �l--�Q �u�� —.— � _— -- ----- ----- -- i , CC}�^,-�'I1"�'Qn� �c✓� �orC�.c.�tU�S__1�2C l �q � '� � � �'u,� r� � �'ci - - ; ---- ---- -- - ---- __ �� r � �� i ,r� li -�5��=— ----- � _ _ _ 7 `✓ P° -- --- -- r��e� F.�- �� _� _� ,�,�:� - _ _ ; �,,r� � . . . �- - --- - — - _ _ C-�---- - - - ,._--,�,.�-�� ,-.� --- +-r-�b'�-.�-��_��.__ - - .- _ — � � 1 � • . , ! i f VI.�L' 1 �Q �� - ,. , „ ?: � � 1 r �'� �� ) C n -� P��_ _--o-F �1� _�--(�c� �e ) � , ._ .: . ---- _— ; — -- 1 ! _ _ — -- -- � Q,""""'l I��_ Se., � � i P,�-�� '� �',•�' �'u� Nt�J ��-c�- � ✓A,�l�af _�� - _ - - -- ---- -- - -- ��2/'./i c�Cc�� l�2�� C�S �f��.�1�G� �� r� i n�r r �� . --- -- - - -- ��h ��I b � ��J� �}�� c h ,� . , r >�� d �� o� � �-- — `� ��,�� 1,� .1 _ �� 1I �/ I �� `i rl�'+ 4_ Q 1 n! t � 11�- ^ l �i �(' /� /�, °�L C uu /L-� � -`,�/` �r�. d ;�,c a_ Y" � � -� ,��- � ,� f� �' � � _ , - -- - f��- ._ �� -, r y� p _ .- —�„�_P�_�. -�-�3t ��-�.�l�-�: _ - tt�' �C r�` .. .a1'L�-� �./�`"� ' � �' (� ' �- �.�— --- — -- --- - �` � - — �� _..i - i�e �� .� .. � , v � " _ , � � .� �,4 J`. � — - --- --- ---- -- ._. _- — _ _------_ ------ � - - — �- �� %��, � . � � , J�, ------ � -- — — �� ya — -- -- -------_. _ . _.— -- -- ..--. . '. ,� - - - �'�� i P • � � —A�1'�G��,�!`� _, I/.l{� �--- < � �y� � — - - " _ -- -- - -- _ — --- - -- - _. � - - -- - - � _` ,. � �� __ � �, � `` � � � _ �'" �"��a,� ,. , . ��- ------ ------ — - - -- ---- �� - =— -- -- -- ---- - — — — _ 5-� ?�� _ _-- � �� ' r � � _ �� ra�� _ G� S � _:� � ..,.. . � ; ,'�r �. �.; � , � �.�,�_ � � 1 _,- :. Q � � �:c�_ c.� ( C�.. �E. � a� � �� i� _ C� ! ��' f :_ �,-�--- --- , -��---- — C�� Su.-� r � _° ! .�. C� -- -- — � � C V. NEW BUSINESS A CONTINUED 6. Motion by �"` * � "' ` '' � , seconded by ' � � � , to recommend approval with or without contingencies Site Plan Review Application No. 21- 001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street. Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7t" Avenue. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The Applicant owns an existing manufacturing facility which has occupied a 1.64 acre parcel. Recently the City approved a future land use map amendment to Industrial (20-002-SSA), a rezoning to Industrial (20-001-R), and a right-of-way abandonment (20-002-SE) for adjacent property to the south which totals 3.18 acres. The Applicant is now proposing to construct additional warehouse, manufacturing, and office space which will occupy the adjacent property as well as some of the existing site and connect to the existing facility. Additional parking facilities, loading docks, and a stormwater detention area are also proposed. The existing facility contained 600 square feet of office area and 17,000 square feet of warehouse/manufacturing area. The proposed addition contains 2,000 square feet of office area and 20,651 square feet of warehouse/manufacturing area. The Applicant has stated that all associated parcels are being joined to create one 4.82 acre parcel, though this action has yet to be completed. Potable water and sanitary sewer will be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sfl to the additional 22,651 square feet of building floor area indicates a demand of about 3,398 gallons of potable water per day. On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. The Institute of Transportation Engineers provides an estimated trip generation rate for manufacturing at 3.82 weekday daily vehicle trips per 1,000 square feet. For a 40,251 square foot facility, this equates to an estimated 154 daily vehicle trips. The appropriateness of this plan will be addressed by the Fire Department. The proposed addition includes a loading dock sufficiently wide to accommodate at least three large trucks. No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. Based on the foregoing analyses, prior to issuance of any building permits, we recommend that approval of this site plan be conditional upon the following criteria being met: A joinder/unity of title must be completed for all associated parcels: 2-21-37-35- OA00-00005-0000, 3-15-37-35-0010-01900-0010, 3-21-37-35-0020-02510-0130, 3-15- 37-35-0010-01910-0010. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90- 534, or the site plan should be revised to meet all landscape buffer requirements. The remainder of the parking landscape areas and buffer tandscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The applicant should either be approved for a variance to allow relief from the maximum fence height requirements of City code section 90-639, or the site plan should be revised to meet maximum allowable fence heights. The applicant should either be approved for a variance to allow relief from the minimum parking space dimensions of City code section 90-511(b), or the site plan should be revised to provide parking spaces which are at least 9'x20'. P. Burnette Handwritten Minutes, July 15, 2021, Page 4 of 9 V. NEW BUSINESS B CONTINUED The applicant shall pay the City for the costs associated with the necessary improvements to SW 7th Ave as determined by the City engineering service. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site� stormwater will be captured and released according to all applicable standards. �`��. ,,�?�� , ��r : 2. Building Official Newell: F �, 1�{ p ^ F' � . ;; ', B L��I�'�+' _.�' ��-..� � f.'.�� , � �� . I C` � � e � �� ,, � �: ...1 '�-� i.7/� .q F� �//� e/ ��y/'�°` r. • � 4.A-, o� �� a 1 '� y p+�k i- {�t t_.=:! G 1� ��';� .n V W'' [-��Ti' ""' .•�`J �� ,[' �C".�"��,." . � � r (�I,,C,�'�:it ; n � T cv��it �,�,.�� I� ��.� � �: �� .;�� fl r�� r �5 � � �,�:�.n �- • ��s — � �;� �� c�-��s,� �� r��.�.��' �.� �'e�.� r � - _-- y;��:�� .P �`r I �d �� ,�� ,�,, �_�t.r�� 1� �s � ; z,:�� `.� A3 Fire Chief Smith: , . � ` ,. r� � 5' � `'', �� . •� �: �' �.�.. P�l�-� nj�) {" � '._, � F �; o� c�F _ prt► �. �'� "bY d �' �� `� �: � �d �:��' �� (.!� 1 L°�� ." � r � � � �• �� r�,•� J� n�, ' �"_�. `� t� �T , � 1�, _ � a� �� k�',-� r; r C� �� (�,t'1 �. ,� C r�,+_ ;-5 /" �" , , {- � � ( ,y(�� . /� re ,-�' . � �'i%�'J��f �F,J�i _... :Ji� �,� �'.�� (�e . ��141 �C7, p`��C..� e7( �-`�a �l� iV1.�" �_� C� �t - y w t � 'J �fi �';�.� ' ,e� . � �: !'. QCl n,- !( �(t ' i � `' _ J n � 6.. -,; r ��.F F �. . x ,�- _i 1�<'r7 ...^.c�' ��-;..+� Police Chief Peterson: P. Burnette Handwritten Minutes, July 15, 2021, Page 5 of 9 V. NEW BUSINESS B CONTINUED � � : � . "-�._ E �`' Public Works Director Allen: , �;� �r� �-�; �s_ �' �� ',� , ��. nt�; i f�' . � �. l.�' �t_y � . . . _.. �� + .. , :}�''._k:_ � � $� ;i k ��, fi e�`'`��'� �Q,E a� ' CE� �'e/�?, %1�S — �'�_�.�..��_. � � � � � , ." ) � �y /l ,� r� �� . � ��/y�, ) � � '�a f � �'�� h� 1�`0 !j 6i'f U�F� f �I� `.�.: j � . �... . � ✓ ��,� � \ri� 1 �, � ' .. �jT + °, County Environmental Health Director Faconti: ,� � , �' � � � ` � ' �� 4 �,� t. , � :�_� � ��,� �,, <<o-,.�:;� ��f��r� -- t� r ,{ �f�/ € g,¢� 1� �-} y� �' Rj""� t€�:� (.V'�1fL{�1.�.4.�.�t �f �1� W�'�.'i � cn. �� 't �� s: �.� �" ' O.. �_.,a �/ �,'l� t .> '. l r r �o„�° �` !'' � T � ,,.r-�'" �� %��.+-� �P�c� r��r�',G��'�. �.,��+.�9�� d�1�eS� �� (� �" OUA Executive Director Hayford:. � , _ �� ¢ C� , , � 1 , � �S �� r ��'�� o � a, � X �.-.��F.j � � � ,�` ��'v�„ � �t��, �� "'f�� r � �� °.,i`�•:� � � �� Q��.. ,�.: R; �, �� ' � Chairperson Ritter: � i,!: �� ' v' I i , � _ �('y�Yvi Iv 1 n�� :''� '�Gf s , , • � � , .� ��r> �.� �� -� � , are ��_e.�.�i;�. � ��r �. ��„��_�:�� -r�c�.�.� ;� StC�?� c�- °� 5 hc�- t d �-l�f � i�v �. c ��s� � � �e�� ' r� �!l +L"� 4,,°`.�,. S �. �?..i�. �� P `.. �� .� -�� ./ ,?` ?i 3 I� 9I. ��_�`.,� `:. �`1V';�,+�' �� 3. Mr. Steven Dobbs, on behalf of the Property Owners, Loumax Development, Inc was present and available for questions. There were . �; ,, /�,� � n F � � , , � �� _.o�--�i „ , � 1:, [ ��r,' i � f ( ��:.1'� [ - '" " � � � ;� H , � E r : �k�yE�1`� t i .. r�., t��k�°=� S{�i.Jfl�.�f ,k"��`t,c;�a --- t��C'�,�.�'_Q tr �,8� ,� �_ �.. �� €�i 1'�k (s��.C�_�& � i2�.- �,• � � � r ,`� d � r,�� t �� Y�_t.; � ��' ^ � .� � p� � �`'�.� . ��j� n -'`�� Y ��Y'�_r,ry � � . I(�(i�F.fi� .I , .k.t.��:d. ;,�-� s5 1 ��..�_� ��(,�L.L"r� Cjdi � .� _. „ �.- ,. "' �; R��CY. `( 4. There were no questions from the public. .n:ti��,� �j�� '_; ��.F �� f�� s � . _.Q.. . _�� ,:.�'. � Fc�..�::;�: , � . . ��z�.6- �.! a-� C'.c�� S f-; �"�`; 5. Ther,e,�. were no disclosures of Ex-Parte Communications. .�a,��f�af i'"�r r (, � . .? ;; " , t�. •F a j a _ � . � 6. Motion by 7 r �' � � � � , seconded by t' � , to �w "�� ' recommend approval with or without contingencies Site Plan Review Application Na: 21- CQ.�`�� t�` 003=TRC; construction of a proposed 4,867 sq. ft. building with parking_and drair�age facility on � 1.03± acres (South half of existing parcel) located at 1600 S. Parroi� Avenue for the proposed _ ,,�� i��` use of a car wash facility. In addition, requesting a parking recluction #rom 32 required spaces �U�' _ to 21 . .. . �`�Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 1. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The subject parcel is 2.06 acres and contains a vacant theater building and surface parking. The applicant is requesting approval of a site plan to convert the southern half (1.03 acres) of the parcel to a car wash facility. A special exception to allow the car wash use in the heavy commercial (CHV) zoning district was recently approved by the City's Board of Adjustment under application 21-002-SE. P. Burnette Handwritten Minutes, July 15, 2021, Page 6 of 9 �_� e�Pc� (�� °� of � P� a�u��t,�c� ��a.� C�vmcz��t+� Ct p��z�a�� c��l��Cr�.s sa ►�r~, �-1-' '' S(� � o� ( a-rP a, rP S?CA.� ��ta,�1 �e� � �� a 1 r�Da-�c � L�'�-�m�� o� ,v a.c� r� t�'��.-t�c �� , s ,"r� �vvc� ss — ��- � �v�d °��-� . � �e 5� ^ �r C� c �p �-�o �P�� K�' , �' _ ✓2'. a�-F-{ �r►ve hQ�a��Se d% ��r� rP�uc ��m�ri�fs fJ a► ��8 --- - -�-..�e� c�� a � �< +� h � �'��e�� z, -� c�ei �'r 6t1�-f v ? �l,D l.� '%1> G�Q� . �d.l-� '�r �. f�� a � � 1 �l �T�� '� r� 1 � e �� .�i_. .� � � P.l't�. ,- ' �.u._s-� d� � C1��vr, .' � 5� lac� G� �,-�►. `�-!� -�-, a �Oro 4� _. �,rL�. , �. t�t s �-� r�r,� -�n � i� 0 K � � � I S i0 C� � 1 n'�s �7 rZ) �� i'l LC r'1� � G� C� Il v z-� ? vr Q� n,�r�.a�t , — ►�d ��,�s��►�� ; c� �,� r�Jh Q� � l�r,,�YllV�Pst;C�'�` �.� � . .:rt.�,. -- -- ��- _... �P (�cer"� � �-�-�-� -�-o ac�c�.-�� , �em s o n s ha�✓�. �� '�c��f (�a�, �o� 5�,. �e��:�� V. NEW BUSINESS C CONTINUED The proposed site plan includes: 3 vehicle entry lanes, each provided with a menu board for customers to select car wash options and make payment, A 4,867 square foot building which contains the automated car wash tunnel, office area, and storage area, 19 parking spaces intended to provide customers an area in which to vacuum their cars, 3 parking spaces intended for employees and stormwater retention area. The applicant is not proposing any modifications to the northern half of the parcel at this time. The applicant has not committed to any specific use of that building, staff has confirmed that sufficient parking area remains on that portion of the site to accommodate a retail use within the existing vacant theater building. This site will continue to be provided with potable water and sanitary sewer service by the Okeechobee Utility Authority. The volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. An ingress-only driveway is proposed on SW 2"d Ave which divides into three lanes, each of which is provided with a menu board that will allow customers to select services and make payment. From there, one vehicle at a time can enter the car wash tunnel. After exiting the tunnel, customers can either pull into a vacuum station parking space or exit the site via an egress-only driveway on SW 2nd Ave. The Applicant has provided a traffic statement which estimates the automated carwash use will generate 891 total daily trips, with 78 of those trips occurring during the peak PM hour. Staff initially had concerns regarding the ability of the ingress driveway to accommodate the queuing of vehicles without exceeding the on-site stacking capacity during peak periods; as the site plan depicts space for about 3 vehicles to stack in the member's lane and 5 cars total to stack in the other two lanes. However, the analysis provided by the applicant as well as the manufacturer's product sheet demonstrates that the facility should be able to accommodate up to 120 cars per hour without causing queuing that extends into the public right-of-way. The trash enclosure and loading area are not ideally located, as access will require those trucks to drive opposite of the one-way, clockwise direction that the facility is designed. Trash pickup and deliveries must be made outside of operating hours. The applicant has provided a statement that deliveries will be scheduled outside of operating hours, which are proposed from 7am to 8pm Monday through Sunday. The City's Public Works Director should review the ability for the City to guarantee solid waste pickup service outside of the proposed operating hours The appropriateness of this plan as it applies to fire truck access must be addressed by the Fire Department in their review. proposed car wash use is compatible with the adjacent commercial uses. The main compatibility concern is the noise generated by the car wash vacuum stations impacting the restaurant to the north that has outdoor seating. However, the car wash is proposed on the south side of the south half of the lot, away from the existing restaurant to the north with outdoor seating, and the distance should be great enough to dimmish those potential impacts. The proposed plan does not meet the strict requirements of the City's parking code section 50-512. Therefore, in conjunction with the requested site plan approval, the applicant is also requesting approval of a parking reduction request according to City code section 90-483. Staff recommends that parking reduction request be approved, though the Technical Review Committee members must ultimately determine the adequacy of the parking facilities. Based on the foregoing analyses prior to issuance of any building permits we recommend that approval of this site plan be conditional upon the following criteria being met: The applicant's parking reduction request should be approved by the TRC or the site plan shall be redesigned so that the parking space requirements of 90-512 are met. The remainder of the parking landscape areas and buffer landscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The City's Public Works Director should review the proposed location of the trash enclosure and potentially determine the ability for the city to guarantee solid waste pickup service outside of the proposed operating hours. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. P. Burnette Handwritten Minutes, July 15, 2021, Page 7 of 9 g�o g a6ed ' 6ZOZ `9� �In� 'sa�nuiw ua��unnpueH a��au�n8 �d .� a�,-�t��,��„�; . :i�uo�e� ao��aaia u�leaH ��}uauauoainu� �(�uno� ,; �. ..�..�-��.,,_"d-.-=-�._....,_,,,,� ; � �:;,.{<'p :i- ''' y �j ,,�Y ��1`d -�0 Q . p -�,.�2 '�► 2� �"�� ;�i'�`J��?G �"� � � - �� ' a � � � �' �' �g-1�'1'1 �'"�_ �~ S . � �' , �d S,�}.� �,� � � . ��l �._.. _ �: � � � �r, � �" �: �� , u Q-�- . : ; ,,, r" � , Y � ��. � :� _ � ��" -j-' � .�cr 5� Yb � .__ ._ �i s,��s,��a � ___,r„ �' -- . ' _, , . ,�.. _ �-- _ �-., � (,� I , . ., , �;; � , ?� . , , � ;. ;�,.,� i�_��. �,�'� - _ �, � � ; � M �� j�lc� ' , ' :uallt/ ao��aaia s�{aoM �i�qnd�. - .0 W.._ _ ._` ' :�:r�i � ,.� �� :� �; �� :� �� .��it0 �y. f � �c�� 5 � aJ �� ,��,� ��3 -..._.. � — �1�0 .�v^�'�� :a�-�.��;;j ' "�U�� ,> , , :e�fc.%"3'� 3 � �'Z''�j'�l � �s � �. . �" .� � .a �n ��.�j„'.�'` � �=n�j .�"�v�� .'r�� 9 � h. ia �� - �d.�� rv,��j � � u� �� Y� �' i� . n ��t; . �. 1 , �,d { c�-a,�,�. g ��.��.� :uosaa�ad �aiy� a�i�od � ff� --- � _.� :., ( ` d� ,y��'w;:�v' 3 � a �, ^ � =f')� ' ,>�� '��" I� .._.. . ,__...___..�,__. .. _...._..., _. . __ _. . _ �r,�i'� L,� i ��U Cl � �� a ,� .. � J � a l/yyI � U /1 ' �t� � ,A�;_f F✓�1'� ,, ..'q� . -�^0� a 'LrA d'a� �1�7 �? � ;, ' � �� - f;! 1 �� a .e+�., ,r� t� � �9 -��- .....__... �-..--� � , ��, � � _ r^,� � � ..__, � t,g „ _...-----�'--`_- -� � � �•� �" � ,_„e,.�,_,�,...�..-...m �3't/1 d` ,� a�t�, p '��t7 � y+'aJ� �.� .W,.�.,_.,�..,� 1 ,�.°"'�.�--- � � , - �,�,� �'�, �;�. 9,, ; ,.; � , � 4 � : � t ��;t��'�� r�l I I 1 � ��.� � � �� k�' ��t-�' � � � ., y. 7 r' �; i�• J�,� � �.r-� � � � . � -'�.� . . , ! �. � �.', r` � �� ;,_. � � , � :y�ivag �aiy� aai� ;�� -,��o�� A A�: �n Fj �� J(,AiiYdt V1J � � �� 1� U'�� P , ', ��t� ;. r� s sr?� � �� .� � ( c� J . „3 ,�'� i(. r t� .,._..« !� ,; � � � , ... A _+ ;� . �� ,r 'y ! i' � d.,�.,-7� t„��roi, �`,'�� J:��,� � �� ( �; _ ; :��annaN ��i�i}}p 6uip�in8 �Z �spaepu��s a�q��i�dde ��e o� 6uipao��e pas�a�aa pu� paan�de� aq II!M aa�ennwao�s a�is uo aansua o� }�odaa a6euieap pa��ivaqns ay� pue sai�i�i�� aa��nnwao�s pasodoad ay� nnainaa p�noys a�inaas 6uiaaaui6ua s,�(�i� ayl �ao��a�ia s�aoM �i�qnd s,��i� ay� �(q passaapp� aq p�noys sai�i�i�e} �{��Mapis pasodoad ay� �o ssaua��iadoadde ayl 43f1NIlN0� � SS3NISf19 M�N 'A OUA Executive Director Hayford: /�� t V ". � � � � � , ,. . F a � \ . r ' %� c.1 �°A� i � ( Chair erson Ritter = ° , � -� , ,'c -f"1v1�-P �'� �'�t`i.� ;-.�� , �� ri -r na t�ec�E.�,��,,�.s �c� Ylgl�ti� 6�u�J � �'''; ��.,�: `` '�� 1�i ��.;S�.af ,..r` �� `.�`�'c�' ��- , � ,� � 3 }�a �S�`�� C" �� i (�� :t 4 4 ��7 ��-'i ,�� ;� . Mr. Steven Dobbs, on behalf of the Property Owners, Williamson Cattle Company, Inc was present and available;for questions. There were i�t;��. .< . _. � . �� , �.� c ' �.. � , r�� . � , , , . � ` �.�..> �;� u: ; ° �i 1''C'��! �,+,�^ � .,. �,�K,t,�.- i�i�f` l�. t' � � �. (�:�i J� �, �� r f ('� �`'r � '�� ~ ; � � .i� . t :6, . �� 4 - - ._._..a�...,_.,:...... � (i 9 . .,.,. �_-.... .W..�. .. . .^+�w��..,:. � � `^'1�J�'� ' �. .. �.1 'P.�.._..� f .-: : �.: F- r_,� There were no questions from the public. � t v� ��'� �r �� `�-`��`� �`�� ..�,�.ti°�'..u^' �'��'��a�� . �J. � n � c�� .�� k.� - .f -�....�. ...^m. �.... _ _ ... 5. There were no disclosures of Ex-Parte Communications. � E��-f' t �� ' ��` �- ��.�'�' � �'� f, �_, � �.r , 6. Motion by �` � � � '� , seconded by l k �' ' ° , to ' recommend approval with or without contingencies Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and ��, drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. �'� Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 VI. Chairperson Ritter adjourned the meeting at 1 � , �! _ n � C 41 �!. Y�I��C� `�'C'.Pi e� 'v i�"'� �� e pL>8: l'� �- '�(l�i.�� f�_ � \F � � � �� , � ' 0 . A.M. � .� � r �� .;� ,� �� ,. ._. � : e e r� ��,� "�.�_�"��,��€. 1��" � vu��.r� �� : �.� �, �� s � .� �,, �. e..� � � {�^_n�' .�:�-c ca:lz��.s `� _ �f �Ct`� �'�� v�� tv� c�..��c� �'' ': �,�-�-v�.�.�..��u_ ��t_.. �� ° �:� � r� a,� � �� , ,� � � � ��: � _ ��_� u,� �-�' �"�-�-. ,r� � „� �. l�? b t�-� -� ,. �� t�� r,,4 _�F �}�i r� a"�.. ��LX..� `� � ,. . � , r� . , P. Burnette Handwritten Minutes, July 15, 2021, Page 9 of 9 �� s'- i�CC �'} � . ��C� ; � �j �'�f �'� i��_� � _ % �-> �� . � _ , � �, �I:G�� ___ ,hVec�.lC m I I:� r�2 � ��nV �. �'�.e I l; a� �� , — --- --- �'�[ 003- �� Ura ,�.�1 � �'�C�e�� S�-ec . �x a� � ��a f �v n�� .c�� r� f� � �r�e��. ov�hr.� e�✓f s�l ( I�� p��, �Q�u�a� 1� �..er�ne;( �/C.� Ct�lt.�� — IQ �,�"Y� C�� . ��i'.� c � ,�', �,`� �' %� � ; __�-- �y-� --�- r — n�� !r .� � �� c�n � �� I�b (�t� {� �' hr C�C+ � � ,�.� iti �Q �L�� D�u� �`�� C'C� y7 r��c� �� s a-� o�' C�Q� s Q� a. l/Cil" t �C1>Yl�i�a� ►� S�-, c� �� s�. �� o� C�r�e,�,c c-� 5�� k: � � .��r � r��: C�C�'��VP,��S IY1QC�.Q. 0`�� vuvs � i� n'�a.�1 �a r �I/Q� � � � ��:%C� �i ��r��k��l��ll��,;�, f C'�s�� c.c�-s h �se, �� vv ►��( Y�osfl�� v �-e_ � c-� � i�lC7 b�•0�' J✓,d �/ �j2��ii�-f� -��-- -1`��°� F%N'�/ jii.�J)Z�'tv�`�� I — m�l� � ,� , � � b da �e �� . s�� c�� a� � —�,��,� � � � dCY! , ., � �� A��;� ; r7G��7-� i7��1� _ � a�-� ° f��7�� JO� � �`3 ,� ��:;u �� r7�a � �ii�� '��"�� , � ,:�{�,�' �Jvu� ��n0 � ;-��,-a u�J 1'?c�� a�(�d -�a�� r��,�� a �i: ��, � __ a�,d ro� , � p� �,'r� t � -'�d! i� �-,,�� i�� - �.-j., � �,u0� , �j�o ' � J �;;�,:a � ; _ U9�; ��r .� bca �i.l.'rJ, ��l-��J �, ua�i�?uo � ��,;; j, : i 7 �K.s; c,,.i�-�- C'v� 21 ��I- a�j � � � ��,�� U p J � ti�.� Q1J -�t'� i��. � b�u,� q��,�, � p r�a,��-��r_�: ss �a g�-YJ � — ,�.�° `�" � J� fva��J ��v� o�(� um �o — r �`�9 fi � +��1 G� r U',iJQ� U �� t�Qd ��v�»r�� — - -- -- ---. l� �� n�r, '1� �- s1+�t; — i?�� ; ��r��da � � r : ; s-;��:�-� � � �;.e��,�� ; u�� s�� ";�� S1 ��h na6�� c� �__ ; ��-Ui ,� JU t� � � �� s� t i s b �,�a-�-�, J� �� ; ,��.�<i; �,��, y10 �o{�.� il D��J(» ✓q�t("lj;`� �ub�f1`�irQ `��'�C� }��K��j �4%lr� � �` �'S SO�AO� I �J 1.� �� ,^("'� _� � J a'W�pJ :.SQ,� �� s _ .r,; ;�,�,, ; J }��'7J Uo Sd7�l�►�-i,tc�c� �;��t''� }'i".� �� t�� 4 �J .� �},��. v ; �cx�� saa��a S,0 �,� �� Y!_.� �-)--�, CZ_�- 1 c� �� m� �� r �� d � 1J aJ.J�J s;, �,d ,��f,� n �;-,�-� �:� �� ss��.�� r�1 �-9,� �-�� Q � i )��I �c� p �� s, f� a�� -� arroa� — -�.� �-h ��-;; � �,. l�s s �ny a �--� � a�saa�i�� t�� ; Cl�a)�Jld �$YI�I- , �?-�-� �� n � fi �}� "' w, �-� �j � s a .7 � rJ — U lS�' f` SliD1 UO '�f101a °' t�� ,�l"'�'�m ._ �. v � U "�SL� Q �,U I �1�� "�� CITY OF OKEECHOBEE, FLORIDA Ju�Y 15, 2021, TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY YESICA MONTOYA CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, July 1�;�2021, at j''� �? A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Ritter. II. ATTENDANCE PRESENT ABSENT �— � ' City Administrator Gary Ritter Building Official Jeffery Newell ,� Fire Chief Herb Smith / Police G'�ttief-Bo�Pet�rsz�n �- �- �'�;� � ' "-- � Public Works Director David Allen 9.� ��g„_ _ 1�' � City Attorney John Fumero City Planning Consultant Ben Smith Okeechobee County Environmental Health Director Victor Faconti �� Okeechobee Utility Authority Executive Director John Hayford ,�- Okeechobee County School Board Repesentative Board Secretary Patty Burnette �,,�" General Services Secretary Yesica Montoya � Executive Assistant Robin Brock � � III. AGENDA A. Chairperson Ritter asked whether there were any agenda items to be added, deferred, or withdrawn. There were � B. Motion by �`�,(�� t�� 'i �. , seconded by �-�, ��°.�� ;`�� to approve the agenda as presented. Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. IV. MINUTES A. Motion by �� i � j; , seconded by to dispense with the reading and approve theM =�': �' , Regular Meeting minutes. �,-,-^ - . Chairperson Ritter , Public VVorks Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The subject property is 14.94 acres comprising the entirety of block 95, 96, 97, 102, 103 and 104 within the boundaries of NW 6th Street, NW 4th Street, NW 5th Avenue and the Florida East Coast Railroad. Okeechobee County already has significantly developed the site, including the Jail, Fire Station, and Emergency Operations Center. Now the County is proposing additions and renovations to the Jail complex. The County has made several improvements to the NW 4th Street right-of-way, including structures. In addition to these existing improvements, several new improvements are proposed. The County has requested approval by the City of an alley use agreement. Water and sewage disposal services will continue to be provided by the Okeechobee Utility Authority. The proposed improvements will incrementally increase the existing demand. Y. Montoya Handwritten Minutes, July 15, 2021, Page 1 of 9 VI. NEW BUSINESS A CONTINUED It's reasonable that the volume of solid waste generated by the proposed improvements can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. The appropriateness of this plan will be addressed by the Fire Department. One loading space is identified as well as a loading dock. No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. The applicant is not proposing any new uses at this site, just expansion of the existing jail facility, which should not create any new compatibility issues. The proposed plan does not meet the strict requirements of the City's landscaping code, though the applicant has provided a a plan indicating the areas where landscaping could create security concerns. Section 90-539 allows the TRC to approve alternative landscape plans. Therefore, in conjunction with the requested site plan approval, staff recommends that the Technical Review Committee members approve the landscape plan proposed by the applicant with slight deviations from code to accommodate the security concerns of the Applicant's architect/consultant. Based on the foregoing analyses prior to issuance of any building permits we recommend that approval of this site plan be conditional upon the following criteria being met: An alley use agreement or right-of-way vacation agreement should be approved for NW 4th Street. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90-534, or the site plan should be revised to meet all landscape buffer requirements. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. , ,� r e_ea�� —'� t , .;, - y, �- _ ,,.�. .,� ,.. r-�� i£� �'� (J� l �,J��. p�� kS � �`�� S�� .f�,� C�' `� �.�.-�.`�c ��-'�`;t � 4 � � �.,: ��;��. �� b�� +� 2. Building Official Newell: ry � �> `�,-� � - . v�Dv�.d..� \ Y R fi ,� �,c��,, � �,C�� •-�� ',�' �� - ,. c.C�� ,�r'`��r��kS "�� a_ � �� ` ��,��„ �� t-�� l!'� � lr�� E1L'u�,.��. S � ..� � �'' Y. Montoya Handwritten Minutes, July 15, 2021, Page 2 of 9 -I'i ,�,� � ; ��- %,:,- ;. ii't � (.� E SGd�-r�c-�- c�. � �.ra (y r'C.,� �1 � �.n-z-.�l r•:�f"il�� '� i c�,��n� //i "''�' ��'� G��-'S,. �SO�j �;�.�v„� �'� �.�e� k� ne� �� '�3 ��'�'"i� 5 �� t,J� %�f. ��.C�.,�.� �i�� E�r.� 'ht,�G� �' CG&�S 0 0 Fire Chief Smith: ��^S�- 5i � �G'"� �.� �.-��'�� `1�`��,� �� " S,Pr, n� �S u��., ��; ti � , �J � ,, �� ` � �� ;.� ��- �4�o�j � � ,,.�r+. �� S� C� 4�•1 � c� / J �-,,,-� c �P. Sw�-� °�. ,S �r�n 'L�..C�`-� h ,, �,� � �, � t. � ��. �: ��a � � � � cD °� I, a :. � ��-,,..�- ��g, ��" �,�� J , �,�� y �sr ,E,,t" (� �. -� w-�i 'I �✓ U� U"rr�6J`��"`� �Y� d�. Sj,,,� ►��.j{,�E!'�ce� �� J �-L��.� �:�,��'` {��'"� � `�(',�,+��'� ` ��'"�� ,fi,�C ��i��..; ��Ce6�,� r , � `'� %; X I C��ll1� ��o1L� �` �� , �,��,n�,�, 2� �,_= __ - , v Police Ghief-P�€tersarn� Public Works Director Allen: . �;� ; ;�,, - , � ��xr _� ,.� _�;�� ;_ " � � �-�� _ ` ie_ , .� ,,F;b �,r.� �e� .� e�.��'1�7�' �� C �,y � Y �� /4` _ .:.."�. � � N_/`� `� ``p��"�' t� ��' ��,�,� � i �' Uti_ `� rn(A1LC. J�.�M1� ';--�"1 C�� 4�-L� �.J�`��'��'`��'L'�^ �,�,� `` �' . N �" County Environmental Health Director Faconti: � ., ;,#�-c €�t. �.�,.}� � �:3' . �.. t� � s�, ,.,a.E � ..� ., , , .�.� �. �c�`V OUA Executive Director Hayford: � 1 ` ' ` : a , � - �. �c�:' � . � J: �.:.� c Lo < mt� rs C� aC� n �" � ��=°�� C V �� , �, , a � v_E: , �•- � �. ��,� ,,y, � � ! n'°o ri�' � �'" •--- - � �.z. �In.� Y � � �rec.�� n-�u`'`� l� ��q�/R �y �. ��'C��L��°"' � � �V r �` `41,�1R`�,."i`.-� '�WJ �V �" _ �- ��r� �'b 11 `61V � �� r. - m....u... �,.. 9 � i � ' � { � � .� �,.. �er' � � l �� '�,C�-�" J'� � -j ;- i'l � �,"%,�, �� , �: •S �� ;E: '� ";; y;� k �� a � � �+,�e v% �� n �'°e \ �� '�` Chairperson Ritter: J E-�g�, .� � � nco� a cx �-+-eo` a..� ��G'�� f�� - _� _ ;�-J � �� ,, �� poss �b'�. � 5�s � ��t:v ��i3-1,� t � _ �i�{�' -'' �� `�'��W� �a�� c.�,rr� ,�,y ��: rC ��,n ''a� 6g.,A�, �9�� s �� ,� � � F' �,tn'� � [ �/1` �� 1 �,} � i� 1 L.v1. • Vl� V G'� (/ �{ ,J� iY � V �.rG.LL V`��d11��:v�, �� r .- �l�-- �`t;,,,x1�(!. -_t� ;; � ` ' 3 ��> � y�� ; r �� ,,��,�� `��tH. 4 Mr. Steven Dobbs, on behalf of the Property Owner, Okeechobee County, was present and available for questions. There were �1 � � �� _ � �` �v f � e�,�,�-,- i; `, < ��F, � _ ,, , �.,.e,,._:..� There were o uestions from" `t�� ^ \ �;� il�4 �t-��st�� t ��G �!�� _o � , ' i q the public. `�� -�� -�M p�.�v,�t� ��- ��,g ��Vl r�� 9(�� f �`' � ��;�y 5. There were no disclosures of Ex-Parte Communications. ,,z ��`� �� :�� i �� `�` ��''�� '� . _ ,� . . � . � �1 � ,� � � Y. Montoya Handwritten Minutes, July 15, 2021, Page 3 of 9 V. NEW BUSINESS A CONTINUED 6. Motion by I�°�(i� ��,NC,-1 , seconded by 1�� `'��`� , to recommend approval with or without contingencies Site Plan Review Application No. 21- 001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street. �,,(F /� t - �it�`-(i`J�p't'- �iY � !�L'� � �� I� �", j t�a l.ej,k° f��v. s�, , � � � � � Chairperson Ritter , Public Works Director Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7th Avenue. 1. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The Applicant owns an existing manufacturing facility which has occupied a 1.64 acre parcel. Recently the City approved a future land use map amendment to Industrial (20-002-SSA), a rezoning to Industrial (20-001-R), and a right-of-way abandonment (20-002-SE) for adjacent property to the south which totals 3.18 acres. The Applicant is now proposing to construct additional warehouse, manufacturing, and office space which will occupy the adjacent property as well as some of the existing site and connect to the existing facility. Additional parking facilities, loading docks, and a stormwater detention area are also proposed. The existing facility contained 600 square feet of office area and 17,000 square feet of warehouse/manufacturing area. The proposed addition contains 2,000 square feet of office area and 20,651 square feet of warehouse/manufacturing area. The Applicant has stated that all associated parcels are being joined to create one 4.82 acre parcel, though this action has yet to be completed. Potable water and sanitary sewer will be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sfl to the additional 22,651 square feet of building floor area indicates a demand of about 3,398 gallons of potable water per day. On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. The Institute of Transportation Engineers provides an estimated trip generation rate for manufacturing at 3.82 weekday daily vehicle trips per 1,000 square feet. For a 40,251 square foot facility, this equates to an estimated 154 daily vehicle trips. The appropriateness of this plan will be addressed by the Fire Department. The proposed addition includes a loading dock sufficiently wide to accommodate at least three large trucks. No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. Based on the foregoing analyses, prior to issuance of any building permits, we recommend that approval of this site plan be conditional upon the following criteria being met: A joinder/unity of title must be completed for all associated parcels: 2-21-37-35- OA00-00005-0000, 3-15-37-35-0010-01900-0010, 3-21-37-35-0020-02510-0130, 3-15- 37-35-0010-01910-0010. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90- 534, or the site plan should be revised to meet all landscape buffer requirements. The remainder of the parking landscape areas and buffer landscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The applicant should either be approved for a variance to allow relief from the maximum fence height requirements of City code section 90-639, or the site plan should be revised to meet maximum allowable fence heights. The applicant should either be approved for a variance to allow relief from the minimum parking space dimensions of City code section 90-511(b), or the site plan should be revised to provide parking spaces which are at least 9'x20'. Y. Montoya Handwritten Minutes, July 15, 2021, Page 4 of 9 V. NEW BUSINESS B CONTINUED The applicant shall pay the City for the costs associated with the necessary improvements to SW 7th Ave as determined by the City engineering service. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. �� -e�lila��FR�'�'� C��Iti'�e�'ii�5 �Ct��,�:��s�,� �'�; � 1 ._�e t , -'�� . � �� - � � , �� . �;�� r �� , �C-�� ,�. s. ��f s � �r�, i�L-�' �j � 1 �`�''�D Vt � `'V 1 � i� ��„�r/ T�'��? !:� �=f�� at�� a �.�.�y ;r,;. ,:,,�eri�1`' �-•e�R.�+.a��+.�P�/ v1uL �'' 3 �� }� �.,� r �� ,, - � G�ca , ,; �`��-� -�� .� --��. �:� r ` � r�OQ�' l�lp�r--�l � �k e� �' , �,�� -' �f� �� - }, �� '�� -�i �-��Ef"�`��i �" �'� ��°��.,�te�� C4lC r _ � � �,s �� -��.� �'�'d-��'�' 'f�� ,�-��,.;��. � }�c��t�: �.��:� >°'+ � � {j��..��'� � r'�f�'�r�� "��. ��-� $ �� y�pt a� �S K 1 �f • ^'^. �': 2. Building Official Newell: I�--e�� , � � o �' � �-2 �`3�;�'.P, �;� �� ;:� � �"• �. � �� I i✓�r � �.� . �, ; �;�' `�;, � ju �� j�� CUS�'�� P� be{�� - i tl • � � ��5 C�-55�,�� Ctn� ��--�� -C,�-� ��,,y- a��'r�,�f�. � �,.�, —��,... ��„� ,� ��'� c�-� c,...s-e O �C i n� ��wC' � x a.r'Y�(J�'N-�f- �� ' S�'N� �,,�d��- --� � r� � dic,�. �'� �C.;� � �� '-�C� r�S �� u��' ��' �% ,c. Fire Chief Smith: �p h�,�c,� $S �.F�� C':;y��%� r� �C,�' ��t�'``x (� � � .� ,� -� . ' V � � �� '� �; ; �, p�a � ��'�� ;._;,..� �- �-_y , � �=e n C� �(Y��w�.��J C'�G�' i'`c.> > n�e° C,�� 3—� �1t � -�. , u� �� /�;�,� pa�,' �' Police Chief Peterson: Y. Montoya Handwritten Minutes, July 15, 2021, Page 5 of 9 r-., `�/ � `� ``.'' � � � /_ `�z� ��1 Lt/''"_`. NEW BUSINESS B CONTINUED ,�� t�� r0 �'�P!-SG� `Cb U�� J� � _ �� r��na� G� i � Public Works Director Allen: � (�� '�'_�y Y`�11Y��.�J�. �. :J�� r ��"r��l' t"'�. � � f�. `�' �� Cv �- % ' �7 t.<i E' f �!v ";,d�� 1 ;`' { ;, r' � ' e ��,.'?�,f e� �' QJ:`l �� ' ..i � a � rt.A= . '• �.: a.. ,,ryir � r `_� '� (i��_l � � � � �"'# : ' ;' K' � �� .� `'�. � , l r (�� .S �- � I .S i � v' ` � .�i <�'r rG �� J d �� ` ( .�i,-�>tl�',�-- ��°°��' �;- County Environmental Health Director Faconti:� ��;'�`,�fl�-�,� �„�c,Ca-i�r.��-�:s Y� ;' 1 � t' ��1; ,� �, �; _r, E � +=,; J F"`a^'�^ l nu l�.:ie-� I�oo� Q GC�S i�. � � � �� ; ��j� �;�� s;�� ► -.��,.� � . �f-s-�-� S� �.,�. ,..—.—.--_..��..__ �...__ �.��.�.� ��-� ��- �.� � � OUA Executive Director Hayford: �� _ (� �_� , , , ... y � , �,- .��. ,r� � ��,: r �.. � ,',. � (}/i �� {��(��'J� � � � C��- �� Chairperson Ritter: �� '�� ►�� 1Gt� I��j`�� `Gv� -� � �l C�P�� ...,f � ��..� S� E�r�ca.. t�� ,�e� � 1 i'.� L�� n{,'�i GY In� ��? � � '�r��f t 9� �Q � ' �GL� t'+��1 �t�.� ..�� ,�. _,��c,.�� p',-� �'�..� �--� T n G�� 3. Mr. Steven Dobbs, on behalf of the Property Owners, Loumax Development, Inc was present and available for questions. There were � �� J.`� _ - ; - . ��0�' . � k��-; � ,r � a�� ; . , - �� g��11 ��r-� �� ;��, ne� ��'��'.� +F� �� ,��,,.�-G .� �� j1� �-..� �� A 4.>' � � n �.Y� 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. �t.�t,f >��....� \ ' ' � seconded b � �. �: �' z�`� to 6. Motion by � ° �' � , Y , recommend approval with or without contingencies Site Plan Review Application No. 21- 003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a carwash facility. In addition, requesting a parking reduction from 32 required spaces ,. to 21 S� � �` � LQ �' - ' � "�t. 4 M��: z � � E, � �.�.c �. , <.�. ..�� G;.�� -`.�..�� " � . � � '' ,� t '� �., „� �- F � �t''�—� Y P �;y✓ �— � `'�� -`s-�. �� :.��1 � rP.�';s�P� , {; �..j �;:�. �"i�;_t!°�`"�,. Chairperson Ritter , Public Works DirC'ctor Allen , Building Official Newell , Police Chief Peterson , Fire Chief Smith . Motion Carried. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 1. City Planning Consultant Smith briefly reviewed the Planning Staff Report. The subject parcel is 2.06 acres and contains a vacant theater building and surface parking. The applicant is requesting approval of a site plan to convert the southern half (1.03 acres) of the parcel to a car wash facility. A special exception to allow the car wash use in the heavy commercial (CHV) zoning district was recently approved by the City's Board of Adjustment under application 21-002-SE. Y. Montoya Handwritten Minutes, July 15, 2021, Page 6 of 9 V. NEW BUSINESS C CONTINUED The proposed site plan includes: 3 vehicle entry lanes, each provided with a menu board for customers to select car wash options and make payment, A 4,867 square foot building which contains the automated car wash tunnel, office area, and storage area, 19 parking spaces intended to provide customers an area in which to vacuum their cars, 3 parking spaces intended for employees and stormwater retention area. The applicant is not proposing any modifications to the northern half of the parcel at this time. The applicant has not committed to any specific use of that building, staff has confirmed that sufficient parking area remains on that portion of the site to accommodate a retail use within the existing vacant theater building. This site will continue to be provided with potable water and sanitary sewer service by the Okeechobee Utility Authority. The volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. An ingress-only driveway is proposed on SW 2"d Ave which divides into three lanes, each of which is provided with a menu board that will allow customers to select services and make payment. From there, one vehicle at a time can enter the car wash tunnel. After exiting the tunnel, customers can either pull into a vacuum station parking space or exit the site via an egress-only driveway on SW 2"d Ave. The Applicant has provided a traffic statement which estimates the automated carwash use will generate 891 total daily trips, with 78 of those trips occurring during the peak PM hour. Staff initially had concerns regarding the ability of the ingress driveway to accommodate the queuing of vehicles without exceeding the on-site stacking capacity during peak periods; as the site plan depicts space for about 3 vehicles to stack in the member's lane and 5 cars total to stack in the other two lanes. However, the analysis provided by the applicant as well as the manufacturer's product sheet demonstrates that the facility should be able to accommodate up to 120 cars per hour without causing queuing that extends into the public right-of-way. The trash enclosure and loading area are not ideally located, as access will require those trucks to drive opposite of the one-way, clockwise direction that the facility is designed. Trash pickup and deliveries must be made outside of operating hours. The applicant has provided a statement that deliveries will be scheduled outside of operating hours, which are proposed from 7am to 8pm Monday through Sunday. The City's Public Works Director should review the ability for the City to guarantee solid waste pickup service outside of the proposed operating hours The appropriateness of this plan as it applies to fire truck access must be addressed by the Fire Department in their review. proposed car wash use is compatible with the adjacent commercial uses. The main compatibility concern is the noise generated by the car wash vacuum stations impacting the restaurant to the north that has outdoor seating. However, the car wash is proposed on the south side of the south half of the lot, away from the existing restaurant to the north with outdoor seating, and the distance should be great enough to dimmish those potential impacts. The proposed plan does not meet the strict requirements of the City's parking code section 50-512. Therefore, in conjunction with the requested site plan approval, the applicant is also requesting approval of a parking reduction request according to City code section 90-483. Staff recommends that parking reduction request be approved, though the Technical Review Committee members must ultimately determine the adequacy of the parking facilities. Based on the foregoing analyses prior to issuance of any building permits we recommend that approval of this site plan be conditional upon the following criteria being met: The applicant's parking reduction request should be approved by the TRC or the site plan shall be redesigned so that the parking space requirements of 90-512 are met. The remainder of the parking landscape areas and buffer landscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The City's Public Works Director should review the proposed location of the trash enclosure and potentially determine the ability for the city to guarantee solid waste pickup service outside of the proposed operating hours. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. Y. Montoya Handwritten Minutes, July 15, 2021, Page 7 of 9 V. NEW BUSINESS C CONTINUED The appropriateness of the proposed sidewalk facilities should be addressed by the City's Public Works Director. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. `�� _ ,_;�J �� c� `i�-� `(' �' i J S.eA e�y,, y,;u!.�, ;�+�.... L�i 5� ��` � � �'��l��,yi.i ��.� 1 �.Y"- — �1,� �� Q-��' '�I�t 5 a w�u�- �� r � �J '�YC� l-o ��'�Y? � '� �e='��' �r'�'� � -� �. e°. p , , . � 2. Building Official NewelL �� n� r� t�C� �n� ��'a� ��`� ��`'�� a�� t��F� � p��;r�� ;�; _ _ �_ �, Fire Chief Smith: : ; • � � a a�- -�F-� ��' �G�r�� `iGf�-�� " r,.3r�-�� _��.G�� E� � � . d��n--�' !�- �`� .�� ,�"?�jp � ��, J �,t a. � � �,�, ,: �, � a �.� � � �� ` �� ' �O"� ""� �re '��c,l[- �A�"' �' �G� �' �.� �SS -��%� +'i�;��,� �� 'CP.��. �.,�ml�1�� kr�'t�.�� ' e+ r � �.� - (- C�'v Pt jl2 ��:� .:.�C�v' � �' Y"`'� ��J` �-� `� `�`i� �s-�. �c��( [�� ,a �,,�. �` ?� �,.E �i�r �' � � �C.. . � � �.J" , �.Wv� , Y� dcl e.ajrC�1 �'`u' ' �+� ¢� �, ��r�,! � � �f,Z.c Police Chief Peterson: ''�'�-��f�_.�C r� �- �K�r�:4 �.�. � �� '��` � - (� ��,� � e. i . � ';4:��i-� i � b �� 1 � ;{,,; c a �,�:�..,� �,, � � � '} �.�:+�'� �`� � a ° `' `�''� ' �.,,'`,t� ,�` �./ �. S,- "' f.j ,%;;'° �.. �r. ;� �„� ��' Public Works Director Allen: S`�w�� ; � �� .- �� Q� �a��:'� ,�� C,�,�~,�,.�� , County Environmental Health Director Faconti: Y. Montoya Handwritten Minutes, July 15, 2021, Page 8 of 9 OUA Executive Director Hayford: p�k�bF��- c�.e.�; ��a �- Chairperson Ritter � � ��-��c.�,� $1.' � h�`+��`'�`� � �i�'�v`�� ;�=j� i, ^ � � �1,� i�.5 �Y � �� ( �i3�''e�(�y r,�� i�a�5�` � �ra.�. ��F �.�:�;�`�:r�� W\ Jc�R 1d��r� 3. Mr. Steven Dobbs, on behalf of the Property Owners, Williamson Cattle Company, Inc was present and available for questions. There were (JprLa�+�� r��.. �_� � c�( �, r �� . ;� c r� (' �,� , F�. t��r��.� �;��,�� r�ec�u�(l�� .�;� �; f.�� ;��.�, �,� ��. ��;�� ,+.�, ,�,�,,� �,.�� M� , „ :. , � �� 11�lGre� t wr�k��n_j,� ��r.i��.�, �' ; ( �,. � t U J 'T;� ,e��',,, ()��,(<<4�� \ � 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. � .� � ,; �.- �,.:� �-« � � f � � ��w�� 6. Motion by `�'��1 , seconded by ��` �, �� , to recommend approval with or without contingencies Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 � � ': t`� a :J' _. ., , � ` j � ,� ;�. � �C - : � . d r ._ . � -, � �� ,; �' .�. r -�X�-: � , .,� � ` � �Q ��S�l'1�'�S Uti�J'::� � sft�E° ; �r , 4�J �:% �L. �'�e,. +�. b� � 'r"�_ • \ Chairperson �itter adjourned the meetin�at ��:�� A.M. VI. Y. Montoya Handwritten Minutes, July 15, 2021, Page 9 of 9 �'`SyOF OK��Cy CITY OF OKEECHOBEE �T � m TECHNICAL REVIEW COMMITTEE 6 ' �- O =_- ? 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE� F�oRi�a 34974 , * 915� OFFICIAL AGENDA Ju�Y 15, 2021 10:00 A.M. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE III. AGENDA A. Requests for the addition, deferral, or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES A. Motion to dispense with the reading and approve the May 20, 2021, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owner, Okeechobee County. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7th Avenue - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Loumax Development, Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 - City Planning Consultant. 1. Review Planning Staff Report recommending approval. July 15, 2021, O�cial Agenda Page 1 of 2 V. NEW BUSINESS ITEM C CONTINUED 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Williamson Cattle Company. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. VI. ADJOURN MEETING 'Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Committee Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review Committee in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863- 763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. July 15, 2021, Official Agenda Page 2 of 2 �� NEWSMEDIA HNC. USA Lake Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Florida 34974 863-763-3134 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of the Lake Okeechobee News, a weel:ly Newspaper published in Okeechobee Counf};�Florida, that the attached copy of an advertisement being a� y�, e��, �, s-� _ g�„�,�� ,, (��' i .. , /'"� in the matter of � c'.ta_�� .�.ag��':�, � �;�. � . �': � �'; i.� � in the 19th Judicial District of the Circuit Co�rt of Olceechobee County, Plorida, was published in said newspaper in the issues of Y -�. �' Affiant further says that the said Lalce Okeechobee News is a newspaper published at Olceechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertis�ent for publication in the said newspaper. , �-�--- c'� �� z��. Katrina Elsken Muros Sworn to and subscribed before me by means of _�p`�iysical presence or _ online notarizatian this � � �� '� day of �r �, � � ��<��.:.>---a,�,, �, AD Notary Public, State of Florida at Large cmroFo�aioaee Pus�c riorxcE iECHPQCAL REl/!EW COb7NIlTTEE MEEfIN(' NCfTSCE: The Gty cf Okeect�o�ee To�nical Review Cemm�tee (TRC) wi6 mndixt a rt�ufar rr�ng on 7uly 15 2021,10 AM, a as s�on il�tter as pc�ble, atGLy t�a�, ss sE 3rdAVE, wn zoo, ok�ot�ee, R.l}le public s irn� andettmurac� iD ath�ld. -n�e agen� may be viev�m a aowr,loaded e«n nar�s�/www.aryo- fylresdwl�.�+NAc�Sxk�Mmul�Tahrixal-RLvic.w.htrtd BE ADVL�iED that shaAd You inhnd b sho+v anY �4 P��, video or itgrvs h� u,e 7Fec n a,pport « ro any am, cr, u,e g�J N�tlie B�rd �� I�PEiL9DN DEQ ING TO APPEAL arry dasan made by the TRC with respe�t to arry rt�aUrr mrvcdaed at this mectirg will nee� h� ersure a�tlm maord oF the qo�edag 's n�ade ard the remrd uidudes Ihe tgtimorry ard arider� upon whrh the app�I w�l be bas�d. In a�rttar� wiUi Uie Miericans vv�1h D'eablities P,e� pervrts wIlii di�bifi6es needin9 speaal a��nm �� , mi��re �a,a �mecer,- e�al Sgvices O(fi� in person or ol 863-763-9824, Fla3ring Tm�irerf: pNE OR MORE QiY OF OF�EOIOBEE ODUN�R MEMBEkS MAY BE IN ATfENDAN� AT 7HLS MFERNG. TF6S NOII� IS P06fED TO MEEf SfATE PUBLIC MOIICE REQUIItEMINiS AND SUNSIiII�E :AWS. By: Ir�rtn Crty PdminisU-ahx Gary Rd�r qssz�au�P/�u �C �/�,� �r'•:� i .� . J ��P �j �"` `� ,f . �� ,,.'.`, .,.�`'�1;? R ' - `•� ; ': � � �..�,�. il r:.,,., , �. =.Er`'.�;.I 4� i�:.':F � `�`� � ��, a .�A a.",: �;+ �:= ;;� �:. , ,. ., ,., _..� � � ��: � ��.�, . 4,,, . �� , .:�w A`j'� . �� i �,�� .�d...,, �<�PYP�BL� JANET SU� MADRAY `,� `" ' MY C0�4MISSION # HH 129146 � :.: � ;.� ' -'• � ��o:` EXPIRES: May 12, 2025 •.,;. �'•FqF? ;'�'� Bonded Thru NoWry Public Underwrlters �' N.�� '� c Q 'L � � a' _ ;� ' -.�,,,..,,� CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING MAY 20, 2021 SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, May 20, 2021, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance led by Assistant Police Chief Hagan. ATTENDANCE The following TRC Members were present: City Administrator Marcos Montes De Oca and Building Official Jeffery Newell. Members absent: Fire Chief Herb Smith (Lieutenant Adam Crum was present in his place), Police Chief Bob Peterson (Assistant Police Chief Donald Hagan was present in his place), and Public Works Director David Allen (Public Works Operations Supervisor Marvin Roberts was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford (entered the Chambers at 10:04), Committee Secretary Patty Burnette and General Services Secretary Yesica Montoya were present. City Attorney John Fumero, Okeechobee County Environmental Health Director Victor Faconti and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to approve the agenda as presented. Motion Carried Unanimously. IV. MINUTES A. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to dispense with the reading and approve the October 15, 2020, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Abandonment of Right-of-Way Petition No. 21-001-AC. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. 2. No City Staff comments were received. 3. The property owner or agent were not in attendance. 4. No public comments were offered. 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Operations Supervisor Roberts to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-001-AC, which requests to vacate the 20-feet wide by 299.75-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 110, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: Florida Power & Light (FPL) is requiring a 10-foot easement be provided for the full 20-foot width of the subject right-of-way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. B. Abandonment of Right-of-way Petition No. 21-002-AC. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. 2. No City Staff comments were received. 3. The property owner or agent were not in attendance. 4. No public comments were offered. DRAFT TRC MINUTEs, MAY 20, 2021, PAGE 1 OF 2 �� V. NEW BUSINESS ITEM B CONTINUED 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Lieutenant Crum to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-002-AC, which requests to vacate the 15-feet wide by 299.84-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 121, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: FPL is requiring a 10-foot easement be provided for the full 15-foot width of the subject right-of- way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. VI. Chairperson Montes De Oca adjourned the meeting at 10:11 A.M. Submitted by: Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. DRAFT TRC MINUTES, MAY 2O, 2021, PAGE 2 oF 2 CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of3 Date Received �-g-r.� i �f�na � :-'�'� �;��;%'; y•OF'Oi�Fs �,�'� �'y City of Okcechobee Application No. a �_ � � f _ ( �, ;'�' 0 ��' 6'm Gencral Services Department Fee Paid: 7-�-ct ,� f�� `� �.�- ?�;�;li'�; ,�, �� v�y �, 55 S.E. 3'"'' Avenue, Room 101 " � �� Okeechobce, Florida 34974 Receipt No. � �;(.; 6 ��p Phone: (863) 763-3372, ezt. 9820 � ,f�9�5# • Fax:(8G3)7G3-1686 E-mail; nburnettencitvofokcechobec.com Hearing Date: 7_ ��_ �� APPLICANT INFORMATION I Name of property owner(s): Okeechobee County 2 Owner mailing address: 304 NW 2nd Street, Okeechobee, FL 34972 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. DObbS, COrisultant g Contact person daytime phone(s) and email address: 863-824-7644, sdobbs@stevedobbsengineering.com Engineer: Name, address and phone number: 7 Steven L. Dobbs Engineering, 209 NE 2nd Street, Okeechobee, FL Surveyor: Name, address and hone number: g BSM and Associates, 80 �E 31st Lane, Okeechobee, FL 34974 - 863-484-8324 PROPERTY and PROJECT INFORMATION Property address/directions to property: From 441 and NW Sth Street, proceed 5 block to the property. 9 10 Parcel Identification Number 3-15-37-35-0010-00950-0070 11 Current Future Land Use designation: publlc Fac111t1es, Industrial 12 Current Zoning district: Public �at�Yiti'e"S, Industrial Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fiire flow layout. Use additional page if necessaiy. 13 please see attached Legal Description for the project. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. There are 2 buildings on the parcel to be expanded, the Okeechobee County Sheriffs Office/Jail, with 14 associated water treatment facilities, parking and other ancillary support facilities. The other parcels are shown since they refer to the storm water system revisions as permitted in the South Florida Water Management District's ERP, previously submitted to the City. � � Total land area in square feet (if less than two acres): or acres: 14.794 16 Isproposedusedifferentfi•omexistingorprioruse (_Yes) ( XNo) Rev. 04/20 4, CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of 3 Number and description of phases: Phase I- Construction of Units B, G, related utilities and site improvements. 1 � Phase 2- Construction of Units C, D, renovation of Unit E and Addition and Renovation of Unit F including all related site improvements. Phase 3: Future west housing pod. 18 Source of potable water: OUA 19 Method of sewa�e disn�sal� DUA i • I�i�;C� li . V �,/ ATTACHMENTS RE UIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property Owner 21 One (1) copy of last recorded warranty deed Please see attached deeds. 22 Notarized letter of consent from property owner (if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY and TOPOGRAPHIC surveys, (one to be no larger than 1 1 x 17; scale not less 23 than one inch to 20 feet; No►•th point) containing: � a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property, and surrounding area within one-half mile radius -�° 24 Two (2) sets of aerials of the site. 25 Eleven (1 I) copies of sealed site plan drawings (see attached checklist for details of items to be included) �° 26 Eleven (11) copies of drawing indicating facades for all buildings, inciuding architectural elevations. � 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. `� 28 Eleven ( I 1) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71 (A) (5)). '; 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using ehe trip generafion factors for the most similar use �,;.'� 30 as contained in the Institute of Transportation �ngineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass-bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all ad'acent roadwa links with and without the ro'ect. / 31 USB flash drive of a plication Nonrefundable application fee: $1,000.00 plus $30.00 per acre. / 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges - When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the Cit on the a lication, the a licant shall a the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least l0 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accurac I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this application. Deborah Manzo, Co Administrator -7/�/.�n,as Si nature Printed Name Da e For questions relating to this application packet, call the Ceneral Services Dept. at (863) 763-3372, Ext. 9820 Rev. 04/20 CITY OF OKEECHOBEE Application for Site Plan Review Pag 3 of 3 City of Okeechobee Checklist for Site Plan Review REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Eleven (11) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, iinportant natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 32 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5 Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of the owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and (oading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a% of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 04/20 � //iiiiiy �� _ �� •� : . • : :,�� _ ��p �".�..�� CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, F�oRi�a 34974 OFFICIAL AGENDA Ju�Y 15, 2021 10:00 A.M. I. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE III. AGENDA A. Requests for the addition, deferral, or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES A. Motion to dispense with the reading and approve the May 20, 2021, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owner, Okeechobee County. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7t'' Avenue - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Loumax Development, Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 - City Planning Consultant. 1. Review Planning Staff Report recommending approval. July 15, 2021, Official Agenda Page 1 of 2 V. NEW BUSINESS ITEM C CONTINUED 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Williamson Cattle Company. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. VI. ADJOURN MEETING 'Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Committee Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review Committee in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863- 763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. July 15, 2021, Official Agenda Page 2 of 2 .� piNH "°s �A � �, ; rC r` � s z 4 � -..,.,,,,. � �� CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING MAY 20, 2021 SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, May 20, 2021, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance led by Assistant Police Chief Hagan. II. ATTENDANCE The following TRC Members were present: City Administrator Marcos Montes De Oca and Building Official Jeffery Newell. Members absent: Fire Chief Herb Smith (Lieutenant Adam Crum was present in his place), Police Chief Bob Peterson (Assistant Police Chief Donald Hagan was present in his place), and Public Works Director David Allen (Public Works Operations Supervisor Marvin Roberts was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford (entered the Chambers at 10:04), Committee Secretary Patty Burnette and General Services Secretary Yesica Montoya were present. City Attorney John Fumero, Okeechobee County Environmental Health Director Victor Faconti and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to approve the agenda as presented. Motion Carried Unanimously. IV. MINUTES A. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to dispense with the reading and approve the October 15, 2020, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Abandonment of Right-of-Way Petition No. 21-001-AC. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. No City Staff comments were received. 3. The property owner or agent were not in attendance. 4. No public comments were offered. 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Operations Supervisor Roberts to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-001-AC, which requests to vacate the 20-feet wide by 299.75-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 110, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: Florida Power & Light (FPL) is requiring a 10-foot easement be provided for the full 20-foot width of the subject right-of-way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. B. Abandonment of Right-of-way Petition No. 21-002-AC. 3. The property owner or agent were not in attendance. 4. No public comments were offered. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. 2. No City Staff comments were received. �'i DRAFT TRC MINUTEs, MAY 20, 2021, PAGE 1 oF 2 ..� V. NEW BUSINESS ITEM B CONTINUED 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Lieutenant Crum to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-002-AC, which requests to vacate the 15-feet wide by 299.84-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 121, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: FPL is requiring a 10-foot easement be provided for the full 15-foot width of the subject right-of- way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. VI. Chairperson Montes De Oca adjourned the meeting at 10:11 A.M. Submitted by: Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. , �: ' . . , -,- -+�'..' DRAFT TRC MINUTEs, MAY 20, 2021 , PAGE 2 OF 2 LEGAL DESCRIPTION: ENTIRE COUNTY PARCEL: ALL OF BLOCKS 95, 96, 97, 102, 103, 104, AND ALL THE ALLEYS WITHIN SAID BLOCKS, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 7TH AVENUE (FORMALLY KNOWN AS OKEECHOBEE AVENUE) LYING ADJACENT TO BLOCKS 96, 97, 102, AND 103, FROM THE NORTH RIGHT- OF-WAY LINE OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT-OF-WAY LINE OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 5TH STREET (FORMALLY KNOWN AS ELEVENTH STREET) LYING ADJACENT TO BLOCKS 95, 96, 97, 102, 103, AND 104, FROM THE EAST RIGHT-OF-WAY LINE OF RESERVED TO WEST RIGHT-OF-WAY LINE OF NORTHWEST 5TH AVENUE, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF RESERVED RIGHT-OF-WAY LYING ADJACENT TO BLOCKS 97 AND 102, FROM THE SOUTH RIGHT-OF-WAY OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT-OF-WAY OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 6TH AVENUE (FORMALLY KNOWN AS SEMINOLE STREET) LYING ADJACENT TO BLOCKS 95, 96, 103, AND 104, FROM THE NORTH RIGHT-OF-WAY OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT-OF-WAY OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. • r� � :.4�: r. -.....- ,�.:�.;: .3t�2EL �� 4nl.ryL1 Ciiy or`C�ic�eceao�ee �5 S� 3`d �v�n�e ��e�.v2aot�e�, �'I, 3�?g�/�?. �a��,j��c�: �;��e�s��nb�� ,��^,� a7��r�Tf'� ��TJn�� a+�� J�� :s;p� 33sia�a �nik� li �aar� �ear iVl;r. �mi�i2: `�'f�;�e�3 �., �OJ�S �S]o'233eP-ilil.,ay, T.�.�, �c�5 f..p��,9P��rl �» a.33?i�54S Ot gp?� ?p•��ir av?�e3��,�� c��rFm?i�! Fo:� th? �:bo��e s�ierecacec iaciliiy. ahe �,•ojeci: is co ex�ac?c�/�r,�ovacP cka� e�sis€in� ia.r.t�l��j Gd �i1 L!Iiii[I?i� �7L42dL�OL'C Oi 37,225 si o� 2dc?ic:a�2l o�:fice/a«z�i��€isc•at�v� sp�c�. �iIS c�ilZijlS1S �Nc�.S LiaSCG`i Oil 2 S�i€'�c2ClStl�e� �T��2d�C F3�S�C� �di eii� �iiS€i"e`E6.E0 Oi iE'c2e"�iu(7Oi�F.�%L�IOlI �LS'�'�IZCI'�+'lu ��'�� i'ri� a�c;a�er�4io� i�i�a�r.�ai (��' ��iition). �h� results inclicat� �tv p;cr�as�ci ieiz�.i buildo��2 snae:, of �7,225 sf of' L'roveraa�;��r�� gi �� u�uaidi�n (I�� coc�e '730) ;en�•r��s 2,737 r_ot�l ci�il;� trip�s �v�ih �:� �M p��ic �o�i� t3•��s ��vith 15 bei��b in �nc� 33 b�ing ot�t. �;�c� �ti�e �� hous tfi�s are belo��v 10� a�ll t��a�c si��c�y is a�o� T�C�LiiY�C�. S�a��lct yc�oz �i�cTdf; �f4y/ C�Li�S$I�aFS my ee�m�e,��s, ple�se ao �aoE �esi�aF� t� s;zat�. 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' v a u.. `--- o, m c� a m i �- -- E�� .N i E c, a m .` v m m £' � c n: >> o 0 tlJ� ;� �'� iS � c�� c� -`a =_ - �I� � w. o o rn_ '_ E E S d a° a�� p p �� a� 5 5� aCi N � e o 5=�- �- LL ii ,`., : � >. :, . � � � .a o�— �� v�i �o u�i y =�=_ ' o I � m v > >I r� :� cn fn ' � �a '_ _ � n� m ? ~` � � � �� c t ii � � o, c, Te � .`.. .._ __ a �o,a rj a` �a`, ��.,i=, i z i. L c U Ui;_�i_ C7 U(J cJ Li � � U c7 n m. 7 7 C� C7 c: c. o' ui N. u`. �i. z,z� z z' z zr__vr_..cn Ii � d'z z k li: � i South Fiorida Water Management Report ERP Application for Okeecho6ee County SherifPs Offce and Jail Addition and Renovation City afOk�hobez, FL ? ;;,_:: Prepare�l3anuary 2021 By: Steven L. Dobbs, P.E. # 48134 Stevet� L. Dol7bs Eii�itieeririg 1062 Jakes Way Okeechobee, FL 34974 �„ �- �: � ; a�, � ' �) �ry ( �t Rt,��,C�, °'� `F `'< � ,, Steven L. Dobbs JU�l. ' .a° .. ��2U`t_1 _� ,e�,, 4813� 4��`��'�`; SLD Engineering �� j'S�rr�: The purpose uf tltis reporl is fo proviJe Soulh Fioricla Water Managerrient Dislrict (SFWMD) urid Okeechobee County with the calculations and documentation necessary to demonstrate the proposed surface water management system complies with state and local criteria. F,XIC��!!t* Condi±eon Descre tion: The parcPl o�a�ned by the counY�� is made u� of all ef blocks 95, 96, 97, 102,103, and l04 of the Okeechobee County Plat Book 5, Page 5 including NW 5�' Street ROW from NW 5'h Avenue to the Railroad ROW to the �vest, NW 6th and 7�' Avenue from NW 4t" Street to N�'V 6t�' Street and all alleys in every block listed totaling 14.8 acres accordin� to the provided survey. There are two existing SFWMD Permits for this project one that covers the jail property 47-00146-S tUat covers 9.64 acres and 47-00933-P that covers the 9.19 acres ol'il,e Olceechubee Cuarsty Emergeiicy Gperati�ns Center, piease see �itlache�l e�hibit Showing li�ttils of each permit with some amount of overlap between the two permits. The two permits cover approximately 85 — 90% of the entire site. Currently, there are one discharge from each permit into the NW 4�' Street ditch to the south. The entire site is approximately 14.8 acres in size and is located in Section 15, Township 37 South, Range 3� East on the north��,�est corner of NW 4th Street and N«� Sth Avenue (Parce] ID 3-15-37-35-0010-OQ9?0-0010, 3-15-37-3�- 0010-00950-0070, 3-15-37-35-0010-01020-0010, and 3-15-37-35-0010-00950-0010). As previously discussed, the currcnt drainagc is through two control structures ta NW 4��' Strcct Ditch. The attached geotechnical report for the project indicates that the soil on the parcel is Immokalee Fine Sand. This soil pi•uliie whici3 i� puuely cirairiec� iri �rriiievzlopad cunditio,�s a�►iii beiter drainaii with a drairiabe sy�teni, wl�icii we are proposing. TIZis soil has a Hydrologic Soil Group ratiug of B/D which is poorly drained in the natural state and moderately drained developed. There are two existing permits on this parcel as previously mentioned above. The 47-00146-5 has a discharge structure that lias a 4" bleeder that starts a elevation 26.0 NGVD '29 (24.8 NAVD '29), ��hile the ether permit 47-00933-5 had a dischar�e structure that had a v-notch �ueir that started at elevation 26.5 NGVD '29 (25.3 NAVD '88) with 0.18 side slopes and a 1.6' opening at the top with a 24" wide x 12" control structure �vith an invert elevation of 28.1 I`TGVD '29 (�6.9 NAVD '88). The peak allowable discharge for the 47- 00933-S permit is 7.4 cfs. In order to protect the existing parking areas, the originally permitted 7.4 cfs discharge ratz will be kept. �{� �� '�r_,__! l�y:i: Olceechobee Couc�ty proposes construclion ui two housing puus ulong wiin a future pud W the west, laundry, and kitchen, and expansion of intake, saliyport, a(ong with additional parking for the Jail, expansion of the Sheriff's office, a storage building to be shared by the Fire Department and Sheriff's Office and additional parking for the Sheriffs Office in addition to the existing Emergency Operations Center and Fire Station on the 14.3-acre parecl. 7'he �eet det:. �tion arcu anc3 dry prctre�tment arca iv;ll have t� he �xpattde�. The tailwater condition for from the previous permit was 26.5 NGVD `29 or 25.3 NAVD '88 in SW 4'h Street Ditch, this will be used as the wet season water table. ��•��in.��,c C�n�i �craii �ns: To aiienuaie lhe increasecl run-ofC�e�ieraLe�i by i}ie proposeu impr�vemenis and tu ensure that water quality standards are met, we propose to pass all drainage froin the parking area through a dry pretreatment system, which will overflow into the wet detention system and provide pretreatment as required, the wet detention will provide the water quality and attenuation for the project. The control elevation for the project ��vill be the wet season ��ater table established fi•oin the p�•evious permit ��hich is 25.3 N.qVD `88. Allowable discharge for the 5-133 basin is 15.6 CSh9 for the 25 year -- 3 day event: Q= 15.6 CSM * A/ 6�0 acres per SM Q— i 5.6 CSNi " I�.S ,�cres / 640 acres per SIbf = 0.36 cfs While the 0.36 cfs is the basin allo�vable dischar�e, as discussed abave we �vill 2 � be using the permitted discharge iate af ?.4 cfs fro»� ihe previous pennil47- 00933-P. .4. Water Quality Water quality treatment is provided in wet retention for the project drainage area. Since the proposed water quality system is wet retention for the parking area and wet retention, the volume ui �valer quality required since this prujecl clischarge inlu un impaired water ousin and wiili a presumpliun of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is see table below. Based on the attaehed stage storage spreadsheet, the ��ater quaEity voh�me see table bel�s�� is met at elevation see table below. Total water c�uality requires for 150% of the water quality volume is 1.09 ac-ft, and l.09 ac-ft is provided in the wet detention. As shown below on the Node Time Series Report, at 24 hours only 0.1 ac-feet has been discharged showing the water quality for the system has been met. 1h� . t a Basin Onsit� WQ Volume Required Ac-Ft 1.09 B. Water Quantity Elevation WQ Volume Met ��i.2 VVQ Volume Provided Ac-Ft 1.03 Th;s project is located in the 5-133basin which �ischarges ultimntely into Tayior Creek to the east. The allowable peak discharge rate in this basin is 15.6 CSM. The allowable peak discharge rate is calculated from the previous two permits. `Che actual maximum discharge rate for the 25-year, 72-hour storm event was calculated and shown below, which is greater than the previously permitted discharge rate of 036 cfs for the EOC and 6.? cfs for the Jai] for a total of' 6.SC cfs� The discharge from the Jail was calculated using a 3.8' weir Minimum Crown of Road set at 25yr-3day event elevation 29.8 weir set at elevation 26.0 (Please see spreadsheet below that yields 6.2 cfs with this configUration. Please see the picture belo�v that shows the 4" weir in the Jail's discharge structure as originally permitted. The total area increased from the original permitted area of 9? acres to 15.71 or a percentage increase of 70.7%, so the permitted discharge rate pro�ortioiialiy woulcl be 12.6 cis, }iotivever, ii tia5 bee�l sFiowu tlie �izak ilisct�aege rate fru►ri ttiz �uriit�itiecl outfall 6.62 cfs is slightly more the previously permitted 6.56 cfs discharge rate. To demonstrate conformance to this criterion, the proposed project was flood-routed using AdICPR. Allowable Dischar e Modeled Disch Onsite 6.56 cfs - 6.2 cfs from the 6.G2 cfs .Iail permit as sl�own an the attached spreadsheet and 0.36 cfs from the EOC. Meets Criteria Yes within district tolerance of Q.2cfs Y , ' � � �``" � � �k � � , , ,� �.�� ,� . ..� ,�.� �. t . � . �; , .�, �' �,—�'�.,��. , , t ,��w ��✓...� i ��`�. r ` 'xr'�i. r. ,��` N� T'f-�NY � �Y : �� : �' s � '.;, ,� �j �} k ,. � a 9 r'�'r � =� ;Y� r �4H 1 �.,��F'+ie �`+zYy � ,,;d #! � y i � .. -^, ..'" � . s� asv,u . d .�.�y � �r1 R�'7'�r1Y1. �.'. - 4atV,5'�}I fi ,[l'� . t� ` . . . `:x e .� ;, � , y ... ' t � . . • .. �..a..A1i*i' Y� .•',�.W' '7R�_�i 8 . �. . Jail Dischar�e Structure T}ic 10-year, 24 huur siortn (5.0"} wi disc}iarge, t}�e 25 yenr, 72 t�our• stui•m (9.0") w/ disctrarge, and ilia l(30 year, 72 hour storm (10.0") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routinas is rr_nvide� as follo�us: 10 Year. 24 Hr. �torm 25 YeHr. 72 hr. Storm (9•0„1 (5•0„1 Peak Stage Peak Rate Peak Stage (ft-NAVD `88) (cfs) (ft- NAVU `88) Onsite 28.20 6.21 28.79 Peak Rate (cfs) 6.62 100 Year. 72 Hr. Storm (10„�0"1 Peak Stage (ft-NAVD `SS) 29.7 i-da4er �se: The pru�osed polabie water arid irrigatioc� fur fhe projecl will be pruvicie� by Okeechabee UliliEy Authority (OUA). The wastewater will be treatment for the project will be provided by OUA. Thei•e has been no Consumptive Water Use permit issued nor applied For this project. There are no existing wells e.^.site. Off-�ete Draina e: T'he only offsite flow is from NW 6�' Street, but it has been accounted for and is routed through the stormwater system. F'loc� 1�lain A��aOv.ic: ;=�s �ltuwtt uit tlta atiactied FEMA Patiel 12G93C�4a0C, thi� prujecl is locaie� iu Zut�e � (Area of Minimal Flood Hazard). LYutrient Analvsis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the drp detention system in order to meet the nutrient removal requirements. In addition, a nutrient analysis was completed using BMP Trains Model version 4.2.3.6, which indicates the combination of the pretreatment area as well as the wet detention area is sufficient to provide the required nutrient treatment for the project. C'c�nctr �• i�n R cotn�r�en iaii �ns; Ru�to1T' and/ar any water geryerated by shuri-lerm dewalerictg during construction will be contained on-site. However, there is some potential for transport of sediment to off-site areas shauld heavy rainfall occur. In order to reduce the potential of any off-site transport of sediment or turbidity we recommend installation and maintenance of temporvy silt fence inside the southerly property line in the area of the proposed paving of the existin� rock road and upstream of the esistin� cantrol structure unYil site wrork has been completed and the site has been stabilized. (The existing perimeter berm should prevent any potential off-site transport of sedi►nent from other areas of the site during construction.) .on lucionc: In my professional opinion, the proposed construction should have no impact to existing �lraina�e patterns ofC-siie arid shouid have no impaci on off-si[e areas. T6e recornrriendaliurts abuve shuulu be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and loca) requirements. ; x Okeechobee County Jail DISCHARGE STRUCTURE ORIFICE EQUATION PAGE G-5 SFWMD PERMIT INFO ?nn4 � iPnp-rFs Q=4.8*A*H ��2 WHERE H IS THE HEAD ABOVE NOTCH CENTROID 0�/20i21 VOL. IV WITH iNEiR EQUATION PFiGE G-i SFWMD PERMiTi iNF�. VOL. IV WiTH 2004 UPDATES Q=C*L*H'.5 WHER� M I� TI�� E�EA,D O�1 TH� 1NEl14 A�� C= 3.'t3 ALLOWABLE DISGHARGE 6.2 CFS NUMBER OF WEIRS 1 N1AX1MUVi HEAD 3.8 FT ORIFICE ELEV. 26 NGVD �RlF10E LENGTH ANL� HEIGHT, Sl7F OF �lSCHA.RGE �ULVERT HEIGHT OF ORIFICE CALC. LEN. ORIFICE LEfvGTH Or= ORiFICE OUTFALL CULVERT DIA CULVERT LENGTH RCTUAL NEA� LOSS 3.80 FT 0.25 FT 0.25 FT 42 IN. 80 FT Q.47 FT Projecl NaRa: Okeec�obee County Jail Expansion Owner Name: Okeechobea County OwnerAddress: 304 NW 2rid Slreel, N102, Okeechobea, FL 34972 OwnerPhane: 863-763-6491 Engineer Name: Sleven L. Dobbs Engineering, LLC EngineerAtldress: 7062 Jakes Way, Okeechobee, FL 34974 EngineerPhone: B63-B25-7644 ArchllaclName: SecunlecWra Archilect Adtlress� Architocl Phane: 317-695-6725 PlannerName: N/A Planner Address: Planner Phono FuWre Land Use: Puhlic Facllilles Zoning: Public Facililies Min Lot Widlh: N/A ft Propased bl Width: 142.5 ft Min LotSize: N/A sl Proposed lotsize: 426,BBB.O sf Projecl Siza 426,BB8 SF Total Dwellinq Unils: N/A Selbacks: Fronl Req 25 Provided 45 E.Side Req 25 Provided 40 W. Sitle Req 25 Provided 300 Rear Req 40 Provided 200 Parking: Public Use 1 space per 300 sf Offce/Support 300 per 1 space OfficelSupportAroa 39722sf Requlred Parking: 132 spaces Handicapped Parking 1 space per every 25 spaces minimum 1 Requirad Hantliwpped Parking 6 Hanicapped Parking Provided 1 Tolal Parking Required 132 Parking Provided 17� Coveraga Advanced RV Cen[erNo.2070-040 �rainapa Calculatlons Basin Area Information Sheriff Oflice & Jail �SXISfllli„ il'O�]OSC(� Tulal Rasin Arca = '/.li0 ac Tu[ul Basin Arca Impervim�s Arca Impervious Arex RooFline/Bldg. = 1 1G ac RooOine/Eildg. LaAcs = 0.70 ac Lakcs PavemenbSidcwalk = 2.9ft ac Pavcmcnt/Sidewalk Tolal lmpervious Arca = 5.04 uc Tutul Impervious Arca Ycrvious Arca Yen�ious Arca Grecn = J.i6 ac Grcen 1'afal Pen•lous Areu = 4]G ac To[ol Pervlous Aren _-_-'- -__..-' � I � --' -""- —'..._, �� OO OO OO OO OO L—I—I K�, ETE wui t t t E' < @ ncnrr¢ wiu < . �c s*a+r c _ _ �L.f.E. � ]I.IS' � "" ,:,...x.. ,e r�� g� cF[Y � � �� 4 N�iNIKSp1EP �I`�CfClll'L' = 9.Y0 ac Total Basin Area = Impcn�iaus Arca = 3.?9 ac RooFlinc/Bidg. _ - 112 ac Lakcs = = 3.JU ac PavcmcndSidcwalk = = 791 ac To1:�l Impervious Arca = Pervious Arca = LR9 ac Grcen = = I.S9 ac Total Pen�laus Area = � o.ao �o I.93 ac 0.>'_ ac 11.J2ac ____' 2.7i7 �c •�.ii7 JC ?.Yi ac � � rov ar uwK ��OO a00O �` �& mE OF SLOPE o�� tt �_---_—___—_------_—___—_— x x � �� I 04 � hl c tow l;R� �� I � r rx a n. e --- ... � � .I' . .��. c.d1 wru � �� Eo 1 � � \ rocarswce --------------/� .�. p�____--- __—__—_ *ce �r.,eu+� u.. .. :'� . . . . . . . . . . . . —_ — — . Public Use 50% w -' ■ Propased 30% µ�x� w p e cios c „ ImperviousArea Ta� � �., Allowable Impervious Area: 85 % , _ Proposed ISR 64 % , LEGEND �NEW ASPHALT PAVEMENT � LANDSCAPING AREA ttne o 0 „� 9�� " _ _ — 1 — — _ _ — _ _ — _ X _ x — % — „ cnr A x —,J A / eocc ar r��cu i g I c/� Nw 4ni � aF �� o C/L NW 6TH AVE. (F) � c/� riw 4tri srtt�r (� '" C/L TENTH AVENUE (P) ED� STREET (P) _ C/L TENTH AVENUE (P) • � tOF Of B41K � �j B�NK o e' H�iFAU E i0P o I --'__�_---__—_ _—__---_—_ _--__ �—___--__--_--N— � o raccrsicac -------------- i _IOEO�SLOPE____--___ __��—__________________ _______iOE0F5laPf ___� . 89'4 fi° � e � eocc or anvol¢xr .O — io BN� qM u[ — OHII — HU — OHU — ONII � OHU -v�- ONII — OHII =OHU —I �MU — pHUiaP r BwK __ �I OHU — OHii: -f� — i �^�—� �' .,. NW 6TH AVE. (F) SEMINOLE STREEf (P) eoce er vnvruenr C/L NW 6iH STREE�,d�J o.,.,, _ 569'49'O6"W 954.18' (C) ca+o�[ic __--__—_= I � m �� I �` a I�'w� j ` �� W �O U (�j I � �i�� »n"n"Y.Si �,wE/. �s.e A � 6PET�cx nG G.F.E. . J0.3l. 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P larl� � w� �� I � � � I I I � � � �,a � SHERRIF S OFFICE � � o �� or Po�o �� I I I � I � "4�\ I fi � , �. -� � i�.84 ACJ ��'i � I I � I I I I 5 r �-�._ 1„ a I I l � ��l�l� I aj � I I I � � __ ,, � 1� �._ a —/� N �� I "� ° I I I � CORRECTIONSTAFF a=� �� ' ��- � � — �� a� � I I I� � — x�J#RKiIV6r ..� L� � ��. I \\\\� �� ♦ I �' I I I � �. "" � o� e.HK SALLY PORT �� q - kl I � ibi I 4 N — SPN �I�/ �•� I + �� i� �v — ! :i �� or+u �, �� / I RM u+E 1� HV � � � � n � 0 .,aa� � m 3 "-' N C �"� `� � �` Y p�j �'7 � � = yA, -� p o0 � � W lD U dj � = O N C � A, �� 'i y O W � � p=, �yW � 3 I o I � G I 5 I 5 $ I 3 � � — —.:� <� � � Z A —I �o I � OQ` ,� � ASPHNc I��.� Y J J � i V� / ' A —I � � I�U � � = LLO �- Z Z _ —I -I g I 5 � W � i, _ _. � ? I a W� a �• o a I � _❑ — — � I �! A Z o W ' �� = r.�r v+ I � � .� „Pe o cum .�� oHu < a "' N OH� �"— — I I / I �� x J I� —i.G � I � �� w � .-.-�.�.-.-r- € u p a w �: - Y-�,T _�-- -� fl"� � W Q O IINE r OMt— H� �, m J � = Q � U "', I — — — W 0 �YZ � SCALE: 1"=40' O a I0 20 40 80 �oa No.: 2019-030 SHEEf � 0 U � P/W IINE — Of �� Strearnline Paaing, Inc. No. 201&046 Drainage Calculations �� Basin Inforniation For: 'Cotal B�uin Area Native Area Wetiand Buffer/ Preserve ,. ... a id4 .i,_:� Y �a� _ . , . �.�:;�e_' �..xtt �d�z��.�:a�a�,_ n_... ,i t9'� .,.. <.,i.� Total Basin Area (c✓ater quality) impervious Area Rootline/Blriz. li'edand Lales Pavement'Sidewalk Total Impervious Area ?ervious Area Dry Pretreatinent Green Totaf Pervious Area Percent Impervious ,4djusted Soil Storace Calculated SCS Curve Number 'Pime of Concentraticn Water Oualitv Calculation 1/2" Pretreatment volume f"treatment x Project Area ftunoff:rom Z.S'x � o net Imperviaus - SFR'1-ID criteria Required Water Quality Volume Lmpaired Water bodv multiplier Adjusted Required �1'a[er Quality Volume 0.5 R'ater quality stage (O.i4621460204i908 ac-ti) Water Qnality StAge _ :,'i 2c _ .�.��,t� xc = n.u�.i ac = iS'1 ac = L i �� an = a � = i: ac _ �c = 10 u'_ 2c = 2c _ , 2C = 50�ac = 6' G' 6 = 0.^_J in = I O UO min 0:I I ;I 2c-ft 1 -. zc-ft 1.,. 2c-ft ,� -- l.�*0.5 L09 Gc_$ _� '� ft-NGVD '_61? ft-NGVD G'76/2021 f:1201&O:A Okeechobee County Jaila4-CaIcs1201&030 sile inlo - 20270416.x1s Sta�e Storaee Calculations for Basin Okeechobee Cuuntv Sheriff s Office and Jail Addition and Renovation Dry Detention Basin f } O;cccchoboc County Sher.i£f'a Of.'icc ar,d Jail Additior. �nd P.cn:vaticn, CiY.y of C;cccchobec, PL Input Report for AdICPR ___= Basins -______________________________ ________-______'-_____________________-_-___ Name: Onsite Node: Onsite Status: Onsite Giuuu: BASn Type: SCS Ui�il Hyiisuyieyl-i Ci� Unit Hydrograph: Uh256 Peak.i.ng Factor.: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rai.nral.i. ;imnuntlini: �.Opfi �{m� nf C�nc(mi_n): 7Q.(lf Area(ac): 15.710 'Time Shift(hrs): 0.00 Curve Number: 92.00 Max Allowable Q(r_fs): 999999.000 uCIi+(��) : 1GD. "vG - --------'----"------------_.--------�------------------- � � ----'---- ---- _ . -- ------ ___= Nodes =___------- Name: Offsite Base Flow(cf�): 0.000 Init Stage(ft): 25.300 Gro�ap: BASE War.n SCa9e(ft): 30.000 Sype: 'I.'i.mc/Stage T.i.mel,h: :� ..Cagelft) -------------- ------------ 0.00 25.300 72.00 27.000 125.00 25.300 500.00 ?_5.300 ----------------- --------------------------�------------- Name: Onsite Base Flooi(cfs): 0.000 Init Sta c(ft) 25.300 Group: BASE War.n Stagc(Yt): ?_8.200 TYP�'-: ^atayeiV�lume n� _�{i . ?5.300 25."000 26.300 26.a00 27.300 %7.Rnp 2A.300 ?_8.800 29.300 29.800 30.300 vo i umta �; i j 0.0000 0.620G 1.2600 1.9200 7..5900 -yn' 4.0900 5.5700 8.7100 13.3800 19.G100 ------------- ---.._ �---------�-------------'-�------------.._.---`------------------�-------� ___= Drop Structures ___________________________________________'_____�_____________________ Name: CS-1 From Node: Onsitc Length(ft): 79.00 Group: RASE To Node: Ofisite Coiint: 1 DF;�Tkr'_,i?i•i DpWiQ.ii'Re`�,Bii Fr; rr i.nn Fquai= i.n�: E�vvr;�gv i�onvn,�;�ncr> Geometry: Circular Circu.Lar So].ution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 13.00 Entrance Loss Coe.f: O.SOG Invert(ft): 29.810 29.030 Exit Loss Coef: 0.900 i�tanning's N: O.Oi2000 Q.07.2000 Outlet Ctrl Spec: Use dc or tur Top Cl.ip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot �'].iF(in): 0.000 O.00G 3oluti.en Incs: i0 Upsl-ream FHWA Inlet Edge Description: circuiar concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circnlar Concrete: Square edge w/ headwall *** [:c-�ir I of 3 for Drop SY.ru: t:u:e CS_; ++� Count: 1 Bottom Clip(.i_n): 0.000 Type; Vertical: Mavis Top Clip(S.n): 0.000 Flow: Both Weir Disc Cocf: 3.200 Geometry: Circular Orifice Disc Coef: 0,600 Span(i.n): 3.00 Invert(ftl: .'.5.550 Rise(in): 3.00 Control Elev(ft): 25.550 TABLE --._-..__---... _-.._._--�-------�-------------- Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 3 T � Okcechcbc, County Shcriff'^ Offic� �nd J�il :ddition and Rcr.ov�ticn, City of Olcc^chobcc, FL Input Report for AdICPR *** Weir 2 of 3 for Drop Structure CS-1 *** Count: . Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 29.00 Rise(in): 36.00 <•'. G7c�ir' ., cf ., fcr C.rop STs.:ctur.. .,.,-] •a* Count: 1 Type: Vertical: Mavis F1ow: Both Geometry: Rectanqular Span(i.n): 24.00 Rise(in): 6.00 TABLE P.oT.'om ..�infi^`. .. OOC 1'op Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coe£: 0.600 Invert(ft): 3?..000 Control Elev(ft): 32.000 Bottom Clip(in): 0.000 Top Clip(in): O.ODO Weir Disc Coef: 3.200 Orifice Di�c Coef: 0.600 ;r,var•i: (ft) : .'_6.200 Control Elev(ft): 26.200 TABLE -- -----------------------------�--------�------�---------_____'_____________________ _.--= Weirs =____::'_______`_____----- P:amc : Group; AnSE Flow: Both Type: Hori-zontal Span(in): 0.00 Rise(in): 0.0� InverT.ff'): C.00O Control F..levation(ft): 0.000 Bottom Clip(ir�): 0.000 Top Clip(in): 0.000 Weir. Discharye Coef: 3.200 Orifice Discharge Coef: 0.600 TABI,E -----------------�----------------------------------------------------------..------- _. ___= Hydrology Si.mulations =_--_____=_______________________'___________-____�_`_-___`_________ Name: 100YR3D Filename: F:\2019-030 Okeechobee County Jail\09-Ca1cs\ICPR\sims\100YR3D.R32 ��vax'ririr� Grafa,it.rs: res Storm Duration(hrs): 72.00 Rainfall File: SFwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) -------------- ------------- Si�,GuQ lO.VO 100.000 5.00 ------------------------------------------------------------------------------------------------- Name: 10YR1D Filename: F:\2019-030 Okeechobee County Ja.il\04-Calcs\ICPR\sims\10YR1D.R32 Overtide ., f3ult�: Ye� Storm Duration(hrs): 24.00 � Rainf.all File: Flmod Rai.nfall Amount(in): S.OU Timc(hrs) Pr.int Inc(min) _______________ _______________ 1C.000 10.00 . 24.00U 5.00 100.000 10.00 - ------------ ----- --- ----------------- ---- Name: 25YR3D Filename: F:\2019-030 Okeechobee County Jail\09-Cal.cs\ICPR\sims\25YR3D.R32 Ovcrride Default;: Ye: utorm Duration(hrs): 72.00 Rainfall File: Siwmd72 Rainfall Amount(i�): 9.00 Time(hrs) Yrint Inc(min) ------------ ------------- SC.00C 10.00 100.000 5.00 From Node: To Node: Count: 1 Geometry: Ci.rcular — - ---- . _—.—_ __—.. Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 3 v * Ckecchobcc Cour.ty Shcrif£' ; Officc and Jail P,dditioa �r,d P.cr.,^.�aatic.^„ City o£ O;:ccchcbcc, PL Input Report for Ad2CPR .--_ ..--�---------�---._.—...—__.._------�------._---�--._...__...--------_...—.__._. 400.000 10.00 __ -_ . - _ --__- _ ---- - --- --- -- - ----- --- P.outing Simu I �tion., _- � --- � ---- --�°- --- -- �._---�- . -_.---- - .-... .. _----�-- Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2019-030 Okeechobee County Jail\04-Calcs\ZCPR\sims\100YR3D.I32 Execute: No Rescart: No Patch: No .,:Y_crn;�ti�ac: P7o Max nelta 7.(ft): 1.00 D�lta Z i'actor.: 0.00500 Ti.me Step Optimizer: 10.000 Staxi� Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Aoundary Flows: Timc�(hr�l 50.000 1p0.000 Group JnS�. Prir,,. :nc(m:i.n) - -------------- 120.000 7.20.000 Run Y�� __________________ _______________________________ Name: 10YR1D Hydrology Sim: 10YR1D Filename: F':\201.9-030 Okeechobee County Jai.l\04-Calcs\ICPR\sims\10YR1D.I32 E::ecutc: Yc� Rc�tarT.: f]o Patch: P7o A:Ltcrnative: No Max De:tta Z(Ft): 1.00 Delta Z Factor: 0.00500 Time STep OptimiLer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Timc(sec): 60.0000 Boaadary .,tage�: Eoundary Flo.:s: Time(hrs) Print Inc(min) -------------- ------------- 10.000 120.000 29.�CC :7_0.000 100.000 120.000 Group Run --------------- ---- BASE Yes _ _ ________.__ . . ._________.__.___._________._ _.____________._______._.__ C7ame: 25YR3D � Hydrology Sim: 25YR3D Filename: F:\2019-030 Okeechobee County Jail\09-Calcs\ICPR\sims\?_5YR3C.I32 Execute: Yes 2estart: No Patch: No Alternativc: No b7ax Deita Z(f�i_7: 1.Op pr:ita Z Faet:of.-: 0.00�00 Time Step OpCimi.zer: 10.00G Start Time(hrs): 0.000 End Ti.me(hrs): 4p0.00 Miu Cdlc Tiui�(sec): O.SGGO i•7ax Calc Ti�ne(sec): 6C.OG00 Boundary Stages: Boundary Flows: Timc(hra; Pr.ir.t Ir,c;min) ------------- ------------ 50.000 120.000 100.000 120.000 400.000 120.000 Group Run ---- ---- BASE Yes .. . . .. . . ..... _. . ._ . . . . _ . . .__... Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 3 r � OkeccFobec Cc:...t� Shcr�._ ., Office ar.d J�..� ; ddit.�,,.. an.. .,,..,,,✓�tion, Ci _ c£ Oke,.chebec, FL Basin Summar.y Report for Ad2CPR --- _. __—. ..--- _--- --. Basin Name: Onsi.te Group Name: BASE SimulaLion: 100YR3D N.cdc :1�r,ic: ....�irc Basin 2ype: SCS Unit Hydrograph Onit Hydrograph: Uh256 Pcaking Fator: 256.0 Spec Time Inc (minj: 1.33 Comp Timn_ Inc (min): 7..33 P.ainf�ll Fi.lc: Sf:umd72 Ra.infal]. Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Tima of Conc (min): 10.00 T.ime Shift (hrs): 0.00 Area (ac): 15.710 Vol o£ Un_it Ayd (9.r.) : ...00;; Curve Number.: 92.000 DCI1� (�;) : 100.000 Time Max (hrs): 60.02 Flow Max (cfs): 69.77 Runo£f Volume (in): 9.897 P.anc'.f :olum� (f,.31: 569'75 Basin Name: Onsite Group Name: BASE .,i.mula;_;.o.^.: IOYR7.D Node Name: Onsite Basin Type: SCS Unit Hydrograph Uni-t Hydro9raph: Uh256 Peaking FaT_or: 256.0 Spec Ti.me Inc (min): 1.33 :omp Ti_m, h:c (mi.n) : �..,_, Rainfall File: Flmod Rain£all Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsi.te Time of Conc (min): 10.00 Sime £;hift (hrs): 0.00 Area (,�c): ._.,.'770 Vol of Uni.t Hyd (in): 1.000 Curve Number: 92.000 DCIA (�-): 100.000 Time Max (hrs): 17.09 Flo�.� Max (cf.>) : 97.20 Ri�noft Volume (i.n) : �1.999 Runoff Volume (ft3): 7_79390 Basin Nartie: Onsitr� (:ro::p t:ame: �n5�: Simulat.ion: 25YR3D Node Name: Onsite Basin Typ�: SCS Uni.t Hydroqraph Unit Hydrograph: Uh256 Peakinq FaL-or: 256.0 Spc.. Ti:�e Inc (mi.n) : . ..,.-. Comp Time Inc (min): 1.33 Rai.nfall File: Sfwmd77. Rainfall Amount (in): 9.000 Storm Duration (hr.$): 7?.00 Status: On,ite T.ime of Co[�c (m.in): 10.00 Ti.me Shift (hra): .,.00 Area (ac): 15.710 Vol of Unit Hyd (in): 1.000 Cur.ve Number.: 92.000 DCIA (4�): 100.000 Time Max (hrs): 60.07_ 57.ow M�x (nf..^,): E,2.79 Runoff Volume (in): 5.89% Runoff Volume (ft3): 507367 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Okeechcbee C��unty Sheriff.'s Office and Jail Addition and RenovGtion, City of Okeechobee, FL Dfode r.;aximum Report for F�dICPR a ♦� Max Time Max Warninr Max Delta Max 3urf Max Time Nax :4ax Tirce Nax Name Group Sinulatior. Stage St:age Stagr- Stage ,9rea Infloia lnfloo� Outflow Outflow hr.^, ft ft ft ft2- hrs cfs hrs cfs - ---- ---- -- -------------- - --- -------------------- ----� --._.._.__.. -- Oifsite BASB 100YR3D 72.Oi 2'7.00 30.GC -0.0005 0 0.00 0.00 0.00 0.00 Onsite BaSE 1COY4.3D ?3.01 29.7q 2g,2C 0.0050 42J959 60.L'C 69.49 0.00 0.00 Offs:te BASE 10YR1D 72.00 2"i.CC 30.GC -O.00CS 0 13.03 6.62 0.00 0.00 Onsire BASE 10YR1C 13.03 2t3.16 28.2C 0.0050 89862 12.00 46.09 13.03 6.62 Offsite BASE 25YR3D 71.99 27.00 30.UC -0.0005 0 61.:.6 6.21 0.00 0.00 Or.s.ice 3ASE 25YR3D 6i.4b 2t3.79 28.2C 0.0050 193999 60.00 62.64 61.16 6.21 lnterconnected Channel an.d Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 1 Ukeechobee �ounty Sheri:f.'s 0:`ice and �ail Adaition and Reno,arion, Ci�y of Okeechobze, r'L Link ,�iaximum Repo-t for F!dICPR Ma�. Time Max Me:t Max Tim= Max r:•�x ?ime Max Name ;rou� Sirn:l'atioe Flow F=ow Delta <i� US Scage US S.age D.S Stage DS �tage hrs cfs cfs hrs ft hrs ft — ------ - ------ -_--- ------- - --------�— CS-1 BASE 100YR3D 0.00 q.00 O.OGC 0.00 D.00 D.00 0.00 C;-1 3ASE 10YR1D 13.03 ii.o2 -0.29'� 13.03 23.16 72.00 2'.00 C�-1 BASE 25YR3D 61.10 5.21 -0.29y 61.46 23.79 71.99 27.00 �� Interconnected Cfiannel a�zd Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 1 Olcccchob:¢ .,;ur.tiy Shcriff:'� Offi.c ar.d J�iil Z�dditicn �nd P.cnovatior., Cit� of O;;ccch;bcc, ,.., 25 Yr- 3 Day Tirtie Series for. AdICYR Simul.ation 25YP.."',D 25YR3D 25YR3D 25YR3D 25YR3D ?.SYR3D 25YR3D 25YP.�D 25YR3D 25YR3D '15YR3D 25YR3D 25YR3D 25YR3D 'lSYR3D 25YR3D ?,5YR3D 25YR3D 25YR3D 25YR3D '35YR3D ZSYR3D 7.5YR3D 25YR3D 25YR3D 25YR3D 25YR3D 25YR3D ' SYP.3., 25YCt3D 25YR3D ?SYR3D 25YR3D 25YR3D . ., ,.3➢ 25YP3D 25YR3D ?_SYR3D 25YR3D ?_5Yn3D 25YR3D ,..,vr-. : 25YR3D 25YR3D 25YR3D ?5YR3D 7_SYR3D "1..5YR3D 7.SYR�D 25YR3D 25YR3D 25YR3D ?_5YR3D 25YR3D 25YR3U .YR3P. ?SYR3D 25YR3D 25YR3D 7.SYR3D 25YR3D 25YF3D ,'.5YP.3D 25YR3D 25Y1t3D 25YF3D 25YR3D 25YR3D 25YR3D ..SYR'D 25YR3D 25YR3D ?SYR3D 2 S'iR3D 25YR3D 25YR3D ,..,YR ;C 25YR3D 25YR3D :SYR3D 25YR3D ?5YR3D 25YR3D ,..,YR3D Node Of fa.i.tc ... __ . -- Offs.ite Of£site Offs.ite Offsite Offsite Offsite Off :ito Offsite Offsite Offsite Offsite Offsite Offsite Cff�itc Off.site Ofisite Offsite Offsite Of£site Offsite Offcite Offsite Offsite Offsite: Ofisite Offsite Offsite orr;:r.P Offsite Offsi.te Onsite On&ite onsite on:;ir.� Onsite Onsite Onsite Onsite Onsite Onsite .,,.., i. t e Onsite Onsite Onsite Onsite Unsite Onsite Qn;it� Onsite Onsite Ons.ite OnsiLe Onsite Onsite Orsite Onsite Unsite Onsite Onsite Onsite Onsite On : i t`_ Onsite Onsite Onsite Onsite Onsite Ons.i.te Cr :. ... Ons.ite Ons9_te Onsite Onsit.e Onsi.te Onsite ^rn.i!e Onsite Onsite Onsite Onsi.te OnsiLe Onsite Or, ;iT.e Group Time Stage P,...... BA;;F. BASE BASE BASE SASP AASE ....SF, BASF BASE BA:;E BASE BASE BASE n;��E BASE BASE BASE BASE BASE BASE SA:F BASE BASE BASF. BASE AASE BASE ppcc; BASE BASE hrs ft ?90.01 25.30 342.01 25.30 394.01 25.30 396.01 "L5.30 398.01 25.30 350.01 25.30 352.01 25.30 359.01 25.3C 356.01 25.30 358.01 25.30 360.01 25.30 362.01 25.30 369.01 25.30 3G6.01 25.30 368.01 25.30 370.01 25.30 37?.Ol ?5.30 374.01 25.30 376.01 25.30 3'7°.01 2�.30 380.01 25.30 .,,. l. O 1 �.; . 3 0 3b4.01 25.30 386.01 25.30 388.07. 25.30 390.01 25.30 392.01 25.30 394.01 25.30 3�s.oi . ;c 398.01 25.30 400.00 25.30 BASE RASE BASE PT,SE BASE BASE BASE BASE BASE BAS� P.ASF, BASE BASE BASE BASE BASE BASE p;�cc BASE BASE BASE BASE snsr B71SE P.ASF BASE BASF. BASE AASF. RASE BASE P„1SF. BASE BASE RASE BASE BASE BASE .n:�se BASE EASE BAaE BZaSE BASE BASE P,A�F. BASE BASE BASE BASE AASF BASE BASF. 0.00 25.30 2.02 25.30 9.G2 25.35 G.02 ;?5.4-0 8.02 25.53 10.02 25.61 12.02 25.69 19.02 25.77 7.G.02 25.84 18.02 25.9?. .'.0.01. ...,.o� 22.02 26.05 29.02 26.12 26.02 ?.5.22 28.02 26.31 30.02 26.36 32.02 2G.90 ;-�.n2 ,_..�2 36.02 2ti.43 38.02 26.44 90.02 26.45 92.02 26.46 94.02 26.47 �1G.02 26.49 ^.P,.02 26.51 50.02 ?.6.54 52.02 26.60 54.02 26.70 56.02 26.93 SII.02 27.02 60.00 28.27 .2.01 ,.,,./2 64.01 25.68 66.01 2"c.51 68.01 28.31 70.01 28,03 72.01 2%.74 74.01 27.38 ';�.ol _�.oa �e.oi 26.89 80.01 26.77 82.01 26.70 89.01 26.64 36.01 26.58 88.01 26.52 90_0'.. 26.4� 92.07. 26.90 94.01 2G.36 96.01 26.31 98.01 26.28 100.01 2G.26 102.01 26.24 '.04.01 ...,,.�,. Warning Surface Staqe ArEa ft ft2 .____ ._._---- -. . . 30.00 30.00 30.00 30.00 30.00 30.OU 30.00 30.00 30.00 30.00 3fJ.00 30.00 30.00 30.00 ..C.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 3C.00 30.00 30.00 7_8.'LO 28.20 28.20 oo.2U zs.2o 28.20 28.20 28.20 28.20 28.<^.0 23.?R 28.20 28.20 28.20 28.20 2R.20 2°.2U �o �� 28.?.0 28.20 28.20 28.20 28.20 28.20 ,..,.?0 28.20 za.2o 28.10 za.�o 28.20 28.20 �o �p 28.20 26.20 28.20 2fJ.20 28.20 2a".7_0 ,''g.?p zs.zo 28.20 23.20 28.20 28.20 28.20 .2C 28.20 28.20 28.'LO 28.20 28.20 za.zo ,_...2C 53143 537.93 53339 �?c3? 53931 542?_G 54513 54789 55097. 55287 55766 56000 56392 56691 56795 56990 56995 569'9 5700? 57023 57099 5708?_ 57124 571.76 57?_68 s�4ia 57663 58030 5969'/ 97505 7975?3 177272 143035 lA ll 67 30967 64665 60531 �.��1�; �szs� 57856 576"/5 57515 5%354 57136 57C9� 55900 56773 SF,�65 56561 564%3 56402 5E?40 Total Tot:31 Inflow OuLflow cfs c£s . __._._ _._.. 0.00 0.00 0.00 0.00 0.00 0.00 G.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 p.00 O.CO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 U.00 0.00 0.00 0.00 0.00 0.00 0.00 G.00 0.00 0.00 0.00 0.00 0.00 O.CO O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 c.c� n.cc 0.64 0.00 0.64 0.01 0.69 0.03 0.64 0.06 0.69 0.09 0.G4 0.10 n.=, o.�: 0.64 0.11 0.65 0.12 0.93 0.15 0.93 0.36 0.93 0.56 0.93 0.71 0.9_', 0.°0 0.93 O.dS 0.94 0.87 0.94 0.87 0.94 0.85 0.99 p.82 0.99 0.79 .,.49 .,.75 1.07 G.76 1.3d 0.91 2.21 1.39 3.06 1.97 4.55 2.57 62.56 5.92 4-AE F,.7.7 3.13 5.94 1.89 5.59 1.88 5.15 1.2.5 4.51 1.24 3.74 o.00 a.sa o.ao i.�� 0.00 1.22 0.00 0.71 0.00 0.48 0.00 0,49 0.00 0.49 0.00 0.97 ,.00 0.4'S G.00 0.41 0.00 0.36 0.00 0.30 0.00 0.23 O.GO 0.18 0.00 0.15 0.00 0.13 Total Vol In af 11.9 11.9 11.4 11.9 11.9 ll.9 11.4 11.9 11.4 11.9 11.4 11.4 11.4 11.4 11.9 11.9 11.9 11.4 11.9 11.9 11.4 11.4 11.9 11.4 11.9 11.4 11.9 11.9 1].4 11.4 11.4 0.0 0.0 0 . ]. n.z 0.3 0.9 0.5 0.6 0.7 0.8 e.� 1.0 i.i 1.2 1.9 1.5 1.7 1 n 2.0 2.2 2.3 2.5 2.6 2.3 3 . ]. 3.3 3.6 9.0 9.7 10.2 16.4 16.8 17.2 17.9 17.6 i�.� i�.� 17.7 17.7 17.7 17.7 17.7 17.7 .7., 17.7 17.7 17.7 17.7 17.7 17.7 1?., Total Vol Out af 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 c.o 0.0 0.0 0.0 0.0 0.0 0.0 a.: __n.._l o.i' '--� -�' 0.2 0.2 0.3 0.5 0.6 0.7 0.9 1.0 1.2 1.3 ].4 1.� 1.7 1.9 2.2 2.5 3.2 A.1 5.7 6.1 7.0 7.8 8.5 9.0 �.� 9.7 9.8 9.9 10.0 10.1 10.2 10.3 10.3 10.9 10.9 10.5 10.5 10.6 :C.S -- �--_-..-__---.._..----.__-_._-.__--- __--_. -_ _-._...._-..-_-- Interconnected Channel and Pond Routing Model (ICPR) 02002 Stceamline Technologies, Inc. Page 3 of 5 �Vational Flood ��azard Layer FII�Met�e .�., f _..,. � � . b' ! ' � aU-�V G/ ri L/'1] 7 fV ,w }t ,Ra�y.; ` r.a :z�� ' �,�� .r , �;` � � , ,. ; ,�r, �..#,r : � x�` �' .� M� . � .g � yt (� ,� �r � L,, i► � � � � � j� S �B Ty��+ �y � a� i i ' � , �t. � c y,,. fp� r�* � i ��; �BR ?{q� �, � �a q . � .,,� . . . � � .. �,:,� �� ,� �,`' � rk�, � �`�� i4 � � 4``„ �.� * �Yy " Ty •y�n� � �,��,yq`�. +*, . .. . . ". A'. � 11Q:'�*�u�� L.LyaRo1�e��..��IZL.Meir � ��1f�y � �'W.... �i,dun +}� a,�,.iy.. ,��, "' � "; �1:. ��. �! ��C di;��,, � �#3�'. �," � .. '� i��, � ... � .. ... �,k "arr . *, �� #a Y � �� y y4:. .. � � ,� . , � �'' r, �" � f� '�{'„ �,�. �.�� ' «` , � �� ,a� . _s . .0 1� . � { f�t � �� y � � j� , � ' �_. _ . .. . � . �, � N � � � . : � . ' . �i, g. � � � �A�K 1 E � . .: . .: „�� w � . . � ,,.��' � *_,�� * +w.rwr . ,�aa,�. .. ��' .. w , ��'.��W�r � ' Y �'"� .. � ~ � � � .� (. . � a�6 . � ! � � , • i . 4 � , �,�{, * . � ..: ^�h . * 91'� . ..� �4 .. .. �� _ , r' y 'N` . < � � , ti� w�+t �� , � . � w, '9: +`�It'!�' -� +� � . . i, y �' , � `. 9 �� . ' ' �tT"'� .� � 'sA : � '�� ry�� , ''�+ '�p� .. � . �. ... . � �` . �'IT'i UF (}I�;ELCHC]$EF. �,��'`', i�F P�:'11f IIC�:'1AL FL�`�C)C) H�-1Z1�(�[} i��; � 1 _O 1 �.� �' '�, ¢ * �. ..: i�'-.:�� ' ��e��. �+ "�' �� 1/ .f . # I � �n,� . . � . . �. � � ., � @. . � �� :�� '� .. . � � . T . + _ . +. . ., . r ""'�" ` . � � � ' � Y ;�= +� .: t� . . ... ,a � ,,, . y . ry s +r . ,�s"' . iii ��q . � . . � ��# �. �� +�, y�`_" f . _.r . #'P.^... '� . �i ge, 'bia -th_a�.va',,,'x+w� iY: � ,... � � �� „�„ w„ ��1Y,�"°`� 's-#`., .. � �' � ` � A�» ;� �' , � � ,.� � � _ , �, � '� � , � �� x' �"'�"" ,, � ,_� _ + r"�: �,. . .�� y� Un � �.�. , � ,.. . �.. -i �. . ..,,�P. _ , . . :.. �Nh� PA�r*� „ '� '�' � � inr . . . ♦.. 4 ' . . , . �� - � � �s �i . � '� � .�rw "'�._��.�� r.. "'""" �"a.. +;.. § � * R � k i�,, � a� w , . ' . � -'. - . `,4`Y�;,�q,.- _ � . _ � ''�$"�;.,��iVM . .., �� ., �p,, �'4 �;,. . �� ' " '"`. ��` �,' - � `=� �. . . x • ,., �r - . . .. . .,. .., , rw� � ''°� �+�. x ; ,� . ,� ;,�y , . � ' ,� ..a • r t� �r � . �it �� . _ -.r ..� - . � �� ' . y ,� . �, � N '. � � �� r �;o� Ik'. �tr . . tl�! a, � , , , �. - �; + � �a �: .. � i�ls�. � � f� .�.�'# aa '� '�;. x � : l� �' �; . �.a � � . ' � } �,� ,W� �� "� : wi: w., - z4P , +. .>. ,,� . ,,:..�4aIlY.:+A� „ _ . i�-� ""� �.....�. ��rwi lM�Iq►,,,�;. � .a � � FPPi' 0 250 500 1,OOU 1,50G 2,000 �•�,vvv Basemap: USGS Nationai Map: Orthoimagery: Data refreshed October, 2020 Legend SEE FlS REPORT FOR DEfAILED LESEND AND INDEX M0.P FOR FlRM pqNEL LAYOl1T Without $ase Flood Elevation (BFE) � SPECIAL FLOOD �th BPE or Depth =_ � � a �� - HAZARD AREAS , Regulatory Floodway OTHER AREAS OF FLOOD HMZARD 0.2%Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas ot less than one square mile Future Conditions 1%Annual Chance Flood Hazard Area with Reduced flood Risk due to Levee. See Notes. - Area with Flood Risk due to Levee - NO SCREEN Area of Minimal Flood Hazard Effective LOMRs OTHER AREAS Area of Undetermined Fiood Hazard GENERAL ---- Channel, Culvert, or Storm Sewer STRUCiURES i i � i i i i Levee, Dike, or Floodwall � E ��•Z Cross Sections with 1% Mnual Chance ��•5 Water Surface Elevation a - - - Coastall'ransect -- ..�-- Base Flood Elevation Line (BFE) - Limit of Study Jurisdiction Boundary -- ••— Coastal Trensed Baseline OTHER , � protile Baseline FEATURES Hydrographic Feature Digital Data Available N No Digital Data Available MAP PANELS Unmapped � The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accwacy standards ihe flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. ihis map was exported on : � and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the foltowing map elements do not appear: hasemap imagery, flood zone lahels, legend, scale bar, map creation date, crommunity identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas pnnot be used for regulaiory purposes. Chapter 2 Estimating Runoff Technical Itelease 55 Urban Hydrology for Small Watersheds Table 2-2a Runoff curve numbers for urban areas ?i Curve nt�mbers for __--------------____------____--- C�ver descizption ------------------------------------ ---------liydralogic �oil group ----------- Cover type and hydrologic condition Fullv�'eveloped ur/�an area, (ve,�etatlori establislied) Average percent impervious area '✓ A B C D Open space (lawns, parks, golf courses, cemeteries, etc.) ��: Poor condition (grass cover < 50%) .......................................... Fair condition (grass cover 50% to 75%) .................................. �`rt�0(�i C()7itiitjOi'1 nr�i (�'ass co�%er > � :,�„) ......................................... Impervious areas: Paved parldng lots, roofs, driveways, etc. (excluding right-of-way) ............................................................. Streets and roads: Paved; ci:rbs and staim se:i�e:s (exclu�ing right-of-way) ................................................................................ Paued; o�en ditches (including right-of-wa,y) .......................... Gravel (including right-of-way) ................................................. Dirt (includ'uig right-of-way) ...................................................... Western �esert �ir�an �reas: Natural desert landscaping (pervious areas only) v ..................... Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2-inch sand or gravel mulch andbasin borclers) ...................................................................... Urban districts: Conunercial and business ................................................................. Industrial............................................................................................. Residentaal districts by a�erage lot size: 1/8 acre or less (town houses) .......................................................... 114 acre ................................................................................................ 1/3 a�i•e ................................................................................................ 1/2 acre ................................................................................................ 1 21CPt' . ................................................................................................... 2 acres .................................................................................................. Descdoping crrban zrc��s Newly graded areas (pervious areas only, no vegetation) �� ................................................................ Ic�le latul� (CN'S are cle�eratuned usinD �Uver type5 similar to those in table 2-2c). 8J 72 65 38 JQ 26 2� 12 68 79 4�J 69 "" fil. 98 98 98 98 83 89 76 85 72 82 fi3 77 96 96 86 89 79 84 74 8f� 98 98 98 98 92 93 89 9l. 87 89 85 88 96 96 39 ' 92 ; 94 81 88 91 77 85 90 61 75 83 J7 7z bl 64 70 80 51 6$ 79 46 65 77 77 86 91 95 93 92 87 b6 8J 84 82 94 i Average ilmoff condition, and I� = 02S. z The auerage percent impervious area shown was used to develop the compasite CN's. Other assumptions are as follows: impervious aa•eas are directl�• connectcd to the drainagc sy�stem, imgervious areas have a CN of 98, and pen�iotis areas are considered equivalent to o_qen sp.:ce 4n good hydrologic condition. CN's fot• okher combinations of conditions inay be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for oY,her combinations of open space cover type. � Composite CN's for natural desert landscaping should be coinputed using fi��res 2-3 or 2-4 Uased on the itnpervious area percentage (CN = JS) and the pervious area CN. The pervious area CN's ar� asst�med equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of teinporary measures during grading and construction should be computed using figure 2-3 or 2-4 Lased on the denree of development (impexvious area pet•centage) and Che CN's for the newl,y �raded pervious areas. (210-VI-'I'I� 55, Second Ld., 3une 2986) �-� 2019 AERIA� PHOTOGRAPH � a�y y +y } ... C R y s,p � �'�� SITE ' � Y�',''�u'+�. f . '`•'�.::., Y � �� 1 ��p�� L � &�^t� J y I� Mr .��:��;, SR-70 � �. � �; , . . � r�Jt", � ' ' . � k.: � �SY` �, ` .:r 9 �'' Nk e y� ' �i� USGS TOPOGRAPHIC QUADRANGLE MAP OF "OKEECHOBEE, FL" , . -- . -,. : . . . � 1tk"-�� ' I'• • t . �--- • � � ; �-- --� -- , . .r. � '� I -�, �.�. _ . ;, ;^ ; � :. � - �_ � ,;,� �. _ _. _ —. . � . . . . . J � •Hr,s}3�t� l . Ii ' • � • i, w � • .,... . � J . .-•� t.. . ..., (. "�'sr"'- , r- -. � � i j' , �.� .�j . ,t i ; F� E.�-• � i� � .�� ----• �I1.._ � ,--.--- � : : -- .--- . . .. . _ L--.:._ . _ i , �, . I ` r '�� • (�y�� • ' �.•.� J ., . , },, _ •j _, . r . � �_ . =� ;..i'�-=` .. ,• e; � � � i'`' �. ! • • • �� l � ,�� • `I ��` � ' . • . •• ��a - . ' + r :� • ■ ■. . . _ _ • _. � ;__. �1 � ,�.. v,. � -- . , � a�F� � � 'M w ��`..�_ ., � � �. � ._e.�.� � ��_._._. + . . ;._. .. �' t .. .. . ..' : � F f a � �� •�� li �.r�• •�ra��■ • : _ . . ' �M ` � 't�....!S_. �':' �� .��!J �`,I _�_ � ■��l • •'� •r�� E ', - � i .--,'4----. --.: : . . . ; : —� :� :._._• ... �; - �� . �� _I :. f �.�� l_ .-�1 a--:� � � I i�. I w• •^i I� •� • i . � r�� •i � ■i �� . �,,�. ; � <<��: . .:. .� �: .,,� , .,i; �.. - ' � �.--3 : .. .�., . ....t .�� , � � . . ... . . _f �- �� . � , : � Z � • E; � . I :r �, w � �� I� � .I;. . . � � ' . � . _ _ _ ,, --- . � r i!• • ., � = Graphical sources: - Googie Earth Pro NOT TO SCALE ' Qua�srEar�n survey - USDA NRCS Web Soil Survey ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807•9191 www.AACEinc.com USDA SOIL SURVEY MAP , - - � A A `� � � . � r � w\ � s � � � � 4�"� ,... . . ' � ! � � ' y, . . .� . ��' '� � � � � � � � � rr"` ,� _ �� . •� M ,� • � - ` � '° � � �"'" I � , �� _ " i +� '�' � � _. .... '� r�r� ..r w,.• I�IV „'�� ....._. � � �I� � , :_ y. ; fi ar, � ( • . � 4 � ��'� ' ..«....4�..... � ..... _ .......,.,.....�..��r,. �.^ �+ Y!r. I - � . ' � �; � �nws> ~�x I . . ,. n � "- + � :�` ��.: � �i ' .� � . ��' �. _ _ �' � „ ,. ' � . __._` '� � ''� � .-�.. ��r � �� iU � �� STUDY AREA �� NW 4TH STREET. ,,. W � Z W Q _ � � z PUBLIC LAND SURVEY SYSTEM Section 16 Township 37 South Range 35 East SITE VICiNITY MAPS USDA NRCS SOIL TYPE WITHtN SITE BOUhIDARY 11: Immokalee fine sand, 0 to 2 percent slopes SUBSURIFACE SOIL EX�LORATION AND GEOTECHNICAL ENGINEERING EVALUATION OKEECHOBEE COUNTY SHERIFF'S DEPARTMENT JAIL RENOVATION AND EXPANSION PROJECT OKEE�CHOBEE COU�NTY, FLORIDA Drawn dy: PGA Checked by: DPA AACE File No: 20-284 Date: December 2U20 Date: December 2020 Figure No. 1 LEGIEND TB� Standard Penetration Tpst Boring �� Hand Auger Boring (AB-#) NOTES Shown and noted borirng locations are approximate. All boriny locations were located using the provided site plan, aerial photographs, existing site features, and a combinati�n of tape/wh�el measurements and a hancl-held GPS instrument. The shown boring locatic�ns shauld be considered accurate� only to the dearee implied by the method of ineasuremerit used. Figure No. 2 Source: Google Earth Prn Z � i NOT TO SCAL� NW 6TH STREET �. �� 3 �>,. i a � � TB-12 TB-13 II . t� TB-10 TB-9 TB-11 TB-8 , . l' : �yv� �'::, � � � �� 4 �- � � �� i: . „` N r F, . a .�, a+�` . �`;� a��u �u1r". ry��. �� r�. , � 4 � _ .. . '€"" �"' . �� j ,. , . : c E: � - ��.� ��;�. . � ; _ _ �„r � ,.� , _„�.�— . ...� � �,� ,�f j� f � �ic.... ., r.� . _� � � � ..� +{ y t:'i:\ �7 �� ,.. � p�.A��-� .::r�.,�25_ � � � �� b Y v � rf ..,, ... . , _ , , . ... ,,, "� r r , *�� ,�i ��r��; � �� ' :� ' y , ,t _ _ � �,.�,' ,, _T . .,m ,. .__,., .,.. �_.._.....�.._.._...�...._._, �, . ,: � : r � �' � , _ . , 'kp. , - ,..u.+�ll�ia: TB-s .� . � i, � �'i�, „ . . A , �� j � �� '� ' � ,.:�y ; • '� �4 .�..A; �" .... �� '. 5� :'.�...,� ; �r� - � � ' � o-.a.. . '� �y �x +q'��,�p a..a.�: j' -�'r',.�d. r`� � *� Ii � aiYd �� ,,,. .. . . , , _ ^. . a Y� k � Ti�Yp+ �i1��M� . � *, :�� a �� , �;"M'.!,r!i!+• "i t�a � � - ^^ � °", "'.�"�' `. i TB-3 ., � � � . ` � MV ME . �� i � � �' � 1 . . . � � ,;: x ,�'_ � , ,� , � `.:..._ .�+�',4 , ��. i . � �, w � �,' 'i ��r " 1. ._ ".�_ � � . , . � � . �� » � --�: � "'' �' . � .__ ,,�''� �� 1 � � �, i� TB-4 7 .� �' : :i: TB-7 . . w�. ;� TB-1 o. y . ;�, ;,� �" � TB-5 ��4 ,.; . . � � . �' �:��.__._ _. ��'�'"��'"�. _. TB-2 o - �.� � , ��,� � ._ . . . ��±,��' �A ,;��s,a,�«�a�wr.,�� yn;� �lYK r.x w+mA .:i9..,rp'�6.r�•"rvt'', i�r . �;�;; � 'a �4. � _� _��. W � Z W > Q 2 � � Z �.i' , o l�) v �� ' � � ��, NW 4TH STREET � �, �� * � �'�� .:. +, " ,7 ANDERSEN ANDRE CON�ULTING ENGINEER�, INC. FIELD WORK LOCATION PLAN 834 SW Swan Avenue, Po�t St. Lucie, FL 34983 772-80T-9191 www.AACEinc.com SUBSUR�ACE SOIL EX�tORATION �ND GEOTECHNICAL ENGINEERING EVALUATION OKEECHOBEE COUNTY SHERIFF'S DEPA,RTMENT JAIL RENOVATION AND EXPANSION PRdJJECT OKEECHOBEE COUNTY, FLORIDA Drawn by: PGA Checked by: DPA AACE File No: 20-284 Date: December 21124 Date: December 21)20 Figure Na. 2 �7 TB-1 TB-2 DATE: 11/24/20 DATE: 11/24/20 N �y HA (F) ::•::: HA (F) ::::: HA 1.8, 1 DK. GRAYIGRAY FINE SAND (SP) DK. GRA`(/GRAY FINE SA,ND (SP) = 2,'� HA MC: 24� 5 •206: 3 oc: a N W W LL � m 10 2 F- d Li3 ❑ MC: 18 � -200: 19} 15 HA DK. BRG4VN SL. SILTY FINE SAND (SP-SP✓1) W. HAR[)PAN'FRGM [HRRDPAN=TYPE]' ' ' ' ' ' � TB-3 TB-4 TB-5 DATE: 11/25120 DATE: 11/24�20 DATE: 11/24l20 N N N ........................ (M) ::::: HA (F) ::' ' HA (F) :::� s.o� HA GRA'�`-BROWN FINE SAND (SP) DI{. BF�O�L SL: SILTY FINE SAND (SP-SM; MC:25� � W. N.ARDPAN FRGM [HARDPAN-TYPEj -200: 10 - OC: 2 2.� .'.'.'.'. GkRY-BROWN FISVE SAND (SP) HA {F) .'.'.'.'. GRAY FINE SAND (SP) DN;. BR01/VN SL. SIL'fY FINE $ANp (SP-SM) M�: Z�� W. HARDPAN FRGM [HARDPAN-T'YPEj _200: 9 OC: 3 BROWN FINE �AND (SPj, T/O CLAY I:.. ] BROV�'N FIh�E SAND fSP) �. � BF:OWNJDK. BROWN FINE SAND (SP) ............. -I j ................ MC: 23 � 7 ............................200:16.... GR,4Y C!L.AYEY FWE SAIJD (SC) GRA'f CLAYEY FINE SAND !SC) 2.5 S — HA DK. BROWN SL. SILTY FINE SP.a�D (SP-SM) W. HARDPAN FRGM [HARDPAhJ-TYPE] 6R4`F-BR01NN FINE SAND (SPj � GRAY/DK. GRAY FINE SANI� (SP) GRAY-BRO'JUN FINE SAND {SP) DK. BROVJPJ SL: SIL7Y FINE SAND (SP=SM;i W. HARDPN,N FRGM [HARDPAN-TYPE] BROWN/DK. BR4WNFINE�A�JD (SP); • - T/O CLAY ....................... )........_ GRAY CLAYEY FINE SAND (SCj ,/� GRAY CLAYEY FINE SAND I:SC . . . . . . . . MC: 20� 21 -200 2.3 GRAY FINE SANG (SP), T�O SHELL FRGM 20 � GRA'f FINE SAND (SP), 17 ''''' GRAY FIh1E SAND (SP) �b ';:;; GRAY FINE SAND (SPj 20 '..... 28 •' T/0 SHELL FRGM �$ GRAY FINE SAN� (SP) .. .. _ EOB�2�,_,,v20'BLS ..............................EUB @ 20'BL5 .............................EOB @ 20'BLS..............................EOB @ 20'BLS..............................EOB @ 20'BLS SOIL GRA�PHICAL LEGEND: a FINE SAND �SLkGHTLY Sll_TY FINE SAND (SP-SM) W. HARDPAN [H�RDPAN-TYPE] � SLNGHTLY CLAYEY FINf= SAND (Sw-SC) � CLAYEY FINE SAND (SC) NOTE: 3"-6" �f topsoil encountered in most b�orings {not shown ori boring profiles) DRILLING NOTES: TB-# STANDF�RD PENETRATION �fEST (S�T] BORING (ASTM d1586) AB-# AUGER LiORING (ASTM D14S2) N SPT RE'SISTANCE IN BLOWS PER FOOT X�� GROUNDWATER TABLE (FT-BLS} A7 TIME OF DRILLING EQB END OF BORING BLS BELOW I_AND SURFACE FRGNI FRAGMENTS HA FOR UTIV_ITY CLEARANCE, THE UPPER 4 FEET OF BOREHOLE WERE HDVANCED WITH A HANCh AUGER AND I�dCREMENTAL. PROBING (APPROXIMATELY' EVEFtY 6 INCNiES). THE RELATIVE DENSITY OF THE SOI� IS NOTED BY THE CREW AS FOLLOWS: L(LO�'1SE) 5��11LS OFFER LI�"'i'LE/NO RESISTANCE WHEPd PROBED M(MEDIUM) T{�E PROBE CAN BE ADVANC[D WITH SOME DIFFICULTY F(FIRM) SOILS GFFER SIGNIFICANT RFSISTANCE WrIEN PROBED ANDERSEN ANDRE CON�ULTING ENGINEERS, INC. s3a Sw saran Avenue, Port St. �ucie, FL 34983 ��2-8or-s�s� www.AACEinc.com SOIL BOR'�NG PRO�FILES SP, SP-SC, SC UNIFIED SOIL CLASSIFICATION SYSTEM [USCSj USCS GROUPS DETERMINED BY VISUAI. CLASSIFICATION EXCEPT FOft NOTED LABORATORY'iESTS M�C NATURAL MOISTURE CONTENT EN PERCENT (ASTN� D221fi) -2fl0 PERCENT FINES PASSWG THE NO. 200 SIEVE (ASTM D1140) DRILL CREW: Cl_ DRILL RIG: CME-45 DRILLING METHOD: ROTARY-I,NASH/BENTOhIITE SLURRY C�SWG NONE HAMMER TYPE: SAFETYlMANUAL SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALU�ITION OKEECHOBEF COUNTY SHERIFF'S DEPARTMENT JAIL RENOVATION AND EXPANSION PROJECT OKEE�CHOBEE COUYVTY, FLORIDA Drawn by: PGA Checked by: DPA AACE File Na: 20-284 Date: December 2U20 Date: December 2q20 Sheet No. 1 0 5 1,� 1,5 � 20 G TB-6 TB-7 TB-8 TB-9 TB-10 DATE: 11l25/20 �ATE: 12/01 /20 DATE: 12/01 /20 DATE: 12/01 /20 DATE: 11l30I20 N N N N N .................. ............................ ................................. _ � HA �F� ;:::; GRA'�( FINE SRND (SP} Hq tM� - HA (F) ::::•: HA (W1) ::::: HA (F) ::::: W. ROCK FRGI�A GRAY/DK. GRAY FINE SAN� (SP) DK. GRAY/GRAY FINE SAND (SP) BROVIM FINE SAND (SP) 2.5' .t - DK. GRA`i7GRAY FINE SP,ND (SP) 3.0' HA (M) :::: HA (F) ... : GF.AY-BROWN FINE SAND (SP) HA (F) :;:: - HA (M) ::: ; _ _3 u, � HA (F) ,.... _ 5 �.........7�;•:•;�{ ................................... � .� F- W W LL � 11 Mc: is� � in -200: 2 m 10 ................ . 2 H a o � 15 � . . . . . . . . 1�' _: � GR.4Y FIhdE SAND (SP) . . . . . . . . . . . . . . . . . . . ' +1.5' BROV,lN FI1vE SAND fSR) . . . � DK. Bh�OWN SL. SILTI' FINE SAND (SP-SM) W. HARDPA.N FRGM [HARDPAN-TYPEj 1 1E F',RA'Y-BROWN FINE SAND (SR) MC: 21 ( -zoo: 2i . . . . GRAY SL. CLAYEY FfNE SAND (SP-SC`.) 4.5' _ ..... ..... _ _ . . ' . . . 11 ..... 7 ..,.. 14 : :.':: MC: 25� S :.: : ; _ GRA'�'lDK. GRAY FW� SAND (SP) �2`'10. 4 BROWN FIPiE SAND (SP), _ T/O CLAY BROWNiDK. BROVVN FIME SAND (SP) 16 .... 12 .::. _ GRAY CLAYEY FI�BE SAND (SC) .............................�$ :: - GRA'( SL. CLAYEY FINE SAND ;SP-SC) GRAY SL. CLAYEY FINE SAND (S�-SC) 13 �.:.. 15 '' ' LT. GRAY FINE SAND (SP) 20 ;:;•;•; {',�,qY FINE SAND'SP) �3 ..... GRAY FWE SAND (SP} 23 ; GRAY FINE SAND (SP) - ..... .._.. . ...................... _ .......EOB(t�20'BLS ............. ........EOB @ 20'BLS .............................EOB @ 20'BLS..............................EOB @ 20'BLS..............................E06 @ 20'BLS SOIL GRAPHICAL LEGEND: a FINE SAND �SLI�GHTLY SILTY FINE SAND (SP-SM) W. HARDPAN [HARDPAN-TYPE] � SLI�HTLY CLAYEY FINE SAND {SP-SC) � CLAYEY FINE SAND (SC) NOTE: 3"-6" oi topsoil encountered in most borings (not shown on boring profiles) DRILLING NOTES: TB-# STANDARD PENETRATION �EST [SPT] BORWG (ASTM D1586) SP, SP-SC, SC UNIFIED SOIL CLASSIFICATION SYSTEM [USCS] AB-# AUGER 130RING (ASTM D14�2) USCS GRO�IpS DETERMINED BY VISUAL_ N SPT RESISTANCE IN BLOWS PER FOOT CLASSIFICATION EXCEPT FOR NOTED L.ABORATORY TESTS "�-� GROUNLiWATER TABLE (FT-BLS) AT TIME OF DRIL.LING M�C NA7URAL MO�STURE CONTENT IN PERCENT (.ASTM D2216) EOB END OF BORING -200 PERCENT FINES F'ASSING THE NO. 200 SIEVE (ASTM D1140) BLS BELOW LAND SURFAC� DRILL CREW: CL FRGN1 FRAGMENTS DRILL RIG: CME-45 HA FOR UTI�ITY CLEARANCE, THE UPPER 4 FEET OF BOREHOLE 1NFRE ADVANCED WITH DI�ILLIPJG METNOD: ROTARY-1NASH/BENTOtJITE SLURRY A HANd AUGER AND INCREMENTAL, PROBING (API'ROXIMATELY' EVERY 6 INC�iES). C�4SING: NONE THE RELATIVE DENSITY OF THE SOI� IS NOTED BY THE CREW AS FOLLOWS: HrAMMER TYPE: SAFETY/MANUAL L(LOOSE) SOILS OFFER LIYTLElNO RESISTANCE WHEPJ PROBED M(MEDIUM} TI�E PROBE CAN BE ADVANCED UVI'fH SOME DIFFICULTY F(FtRM) SQILS OFFER SIr,NIFICANT RESISTANCE WHEN PROBED ANDERSEN ANDRE CONSULTING ENGINEER�", INC. SOIL BORlNG PROFILES 834 SW Smran Avenue, Port St. Lucie, FL 34983 772-807-9191 www.AACEinc.com SUBSUR�ACE SOIL EXPLORATION AND GEOTECHNlCAL ENGINEFRING EVALUA�TION OKEECHOBEE COUNTY SHERIFF'S DEPARTMENT JAIL RENOV;ATION AND EKPANSION PROJECT OKEE�HOBEE COUIVTY, FLORIDA. Drawn by: PGA Checked by: DPA AACE File No: 20-284 Date: December 2Q20 Date: December 2U20 Sheet No. 2 � i5 -� 10 1,5 � 20 0 ....... HA �.� — HA 5 ....... H W W LL fp m 10 _ � a w 0 15 20 0 W W LL � J m 5 2 H a w 0 10 DK. GRAY/GRAY FINE SAND (SP) 2.3' _ DK. BftG1NN 8L: SItTY FIIVE SAND (SP-SMj •� � 1 W. HARDPAN FRGM [HARDPAN-TYPE] BROWN �INE SAND (SPj ............... GRAY FIPJE SAND (SP) GRA'Y-BROWN FINE SAND (SP) s_°' � H,4 11 ................. DK. BROWN SL. SILTY FINE SAND (SF'-SM) W. HARDPA.N FRGM [HARDPAN-TYPEj iF ,..:. GP.AY/DK. GRAY'r�NE S,4ND (SP) BROV'c'N FI�E SAND (SP), T!O OLAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ............... MC:26� z; —200:22 GRAY SL. CL.A,YEY FINE SANG (SP—SC:) ............................ ...... Gf?AY C�AYEY Fih''�'E SAND iSP—SC) . ... 6.... �N_ SHELL FRGPJd �� ..... LT. GHAY FINE SAND rSP) �� .�... GF��AY FINE SAND ;SP) v... ......................................... EOB(cr�20'BLS . ............EOB @20'BLS ..............................EOB @20'BLS............................ AB-1 AB-2 AB-3 AB-4 AB-5 DATE: 11/23l24 DATE: 11/23/20 D,ATE: 11/23120 DATE: 11123/2U DATE: 12/�4/20 ..... ........................... ..................... ................ ......... L.:... L'',:: DK. BRC�WN FINE SAND {SP) � :. BRO�NN FINE SAND (SP), M:. _: T/O FcOCKlSHELL FR.,M BROWNlLT. BROWM FINE SAND (SP) z.0 � ivi '.. r: jyj .�.:: F:... F:.-. - 2 5, BRONM FINE SAIJD (SP), M;;. BROWN/OK. BROWN FINE 5AND f.SP) 2.8 _ F',.:{ LT. BRO'WN FINE SAND (SP = F.'.'. LT. BROWPJlBROWN FWE SAND (SP} ""' T!p CLAY AND SHELL FRGM "" - ) 3.1, �I F;;.: F GRAY FINE SAND (SP) F.:::�_ F'.�::: F:::: F::::: 4—o":S F .. - "" '""' DK. BROWN SL. SILT'Y FINE SAND (5P-SM) � ""' DK. BROWN S�. SILTY FINE SAND (SP-SM) F ''''.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .F =::: DK, BR(]WN SL. SILTY FINE SI�ND jSP-SM). . . . . . . . F '.'::.' . .W..H,r1RDFAN FRGM iNARDRAN-TYP.E F ' . ^ F �:::: W..HARDPAN FRGM NARDPAN-TYPE "' W. HAR[?PAN I�RGM [HARDPAN-TYPE] �'' �DK: BROV+M SL. SILTY FINE SAFJU (SP-SM) [ 1 F . ... F : , " F ..;... F ... . Vu'. HARDPAN FRt3M [HARDPAN-TYPE] F • . GRAY FINE SAND (SP) GRAY-6�20WN FINE SRND (SP) GRA'Y-BRGWN FINE SAND (SP) GRAY-BROWPJ FINE SAND (S�) DK. BROWNlBRQWN FINE SAND ISP) ... ..... EOB @ 7' BLS EOB @ 7' BLS EOB @ 7' BLS EOB @ 7' BLS EOB @ 7' BLS TB-13 DATE: 11/25l20 � ................................................................................................. ...... ',�Al SOIL GRAPHICAL LEGEND: a FINE SAND �SLI�HTLY SILTY FINE SAND (SP-SM) W. HARDPAN [HARDPAN-TYPE] � SLI�HTLY CL.AYEY FINE SAND (SP-SC) � CL�YEY FINE SAND (SC) NOTE: 3"-6" of topsoil encountered in most t�orings (not shown on boring profiles) DRILLING NOTES: TB-# STANDARD PENETRATION TEST [SPTj BORING (ASTM Q1586) AB-# AUGER BORING (ASTh1 D1452) N SPT RESISTANCE IN BLOWS PER FO�OT x.x'� GROUNUWATER TABLE (FT-BLS) AT TIME OF DRILLING EOB END OF BORING BLS BELOW LAND SURFACE FRGM FRAGMENTS HA FOR UTILITY CLEARANCE, THE UPPFR 4 FEET OF f.30REHOLE WERE ADVANCED WITH A HAND AUGER AND INCREMENTAL PROBING (AF€'ROXIMATELY' EVE�Y 6 WC�1ES). THE RELATIVE DENSITY OF THE SOIL IS NOTED B`( THE CREW AS FOLLOWS: L(LOCSE) SOILS OFFER Llll'TLE/NO RESIiTANCE WHEN PROBED M(MEDIUM) THIE PR�OBE CAN BE ADVANCED WITH SOME DIFFICULTY F(FIRM) SfJILS OFFER SiGNIFICANT RkSISTANCE WNEN PROBED ANDERSEN ANDRE CONSULTINrG ENGINEERS, INC. 834 SW Swan Avenue, Porl St. Lucie, FL 34983 772-807-9197 www.AACEinc.com SOIL BOR�NG PROFILES SP, SP-SC, SC UNIFIED SOIL CLASSIFICATION SYSTEM [USCS] USCS GROIJPS DETERMINED BY VISUAL CLASSIFICATION EXCEPT FOR NOTED LABORATORY "TESTS MC NATURAL. MOISTURE C�NTENT W PERCENT (ASTN! D2216) -200 PERCENT FINES PASSIIVG THE tJO. 200 SIEVE (ASTM D1140) DRILL CREW: CL DRILL RIG: CME-45 DRILLING METHFJD: ROTARY-1NASH/BENTOt+11TE SLURRY CASING: NONE HAMMER TYPE: SAFETY/MANUAL SUBSUR�ACE SOII. EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION OKEECHOBEE COUNTY SHERIFF'S DEPARTMENT JAIL RENOVATION AND E3CPANSION PROJECT OKEECHOBEE COUN�TY, FLORIDA Drawn by: PGA Checked by: DPA AACE File Na: 20-284 Date: December 2Q20 Date: December 2Q20 Sheet No. 3 0 5 10 15 20 0 � 10 TB-11 DATE: 12/01/20 TB-12 DATE: 11/25/20 �►PPEiVD1X i ��A Soi! Su��e� Info�mation . . USC�A ��>i{ed States � Department of Agriculture �� 41 ��.,� f .,„ L� Natural Resources Conservation Service A product or the Nationai Cooperative Soil Survey, a joint effort of the United States Department of Agricui�ure and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants �ustom �oii Resource Report for ��C��i�� County� Florida Okeechobee Jail & Sherifif's Office � J. �' +'P .. _ ' : � ., �, i��„ � �:�. � ,� � � ... - . � 4t .�-..�... - .- . • � �4' 8�,� � : _ - k� �'e t � i �`' � � _ i , er ��y, � � .. . . � j � � � � � ?�.' ri.� �� y �� " � �,�.—." „ 'I � . y ,..,.,�. - �syM4 ,"o�'� rtsa+� ,� ,,� �, .. , � �� : � . - � , ` � , _, , . � � �„,,;r-- � � : .• , - � _ - , u: "'. . � - „ �,. �� .� ' . ; � : � � �"` �:.:: � z. � ... � . �:. : � � ,> ,wyrq , ' . . _ . _ .....:�. .: — �q . .r . . � _.. . , � M1 . §''., � 4. �,`, v . ��' t �_�� Y � �� ,�. y . ` 3 � � ��• ,�' �''. _ .. ��• �. •� f ' � »4 `� �� - � � 3 � ,�, , �r ?�+� . : ' . � � - >. ��, ,i = r� � � , ,- � ,. , � . .� . . !I� � ' � r.� � ^5%�y; � � 3 �'`' y�w.: i .�. —. . __ .. ^ � �: � z 7 ,. ... , .. .,a, , � �i •, y y,r � , c �,, � ; "#�,,: �q,�- � .._.._�.. — w��..�� :. _ . ` ..�:: ;• . . , , . 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'(. r � �� . . .._ . �tl ., » . . . - ... �. Y .. � �..]� � 1 L..... . ..:`� � � � � � � � ..H � �h� ;�� l. �. � � � < .. Sts�4 '.��t � R '�;��. . � iY1� r< �� . �.. � . '�u ��'�WJ,� Jmr ..._ ..�-.. ia-Afw,. � �— . ._ ... �.., . .._".. $ � p � . ...__.._ th —" _ -. .__ _.., ____ f ,. :.. :. � T __ . — —_ _ — - - _.— . . _ ._ , �. �� , � _ _= _ -- �_ _ ''�.g °rs � `i", • , � � ' ,� % ' �! °` �'� ��F '�'� I� �,�,,� ...� � _ .� � a�` { ,�,_ . � : �— Soil Map may not be valid at this'scale. ��E $ � ,.�� ' � ��.-' fI �� ,� 1 � . 4 i� � �.•. � F z� ia� a�� N � I I I I I ,� I � i � t I� I I - � zr ia� a�° ry 516W0 516710 516157 51619� 516730 51�70 516310 51fi350 516390 516430 3 3 � Nlap �cale: 1:1,790 if prirked on A lar�pe 111" x 8.5'� she�.#. - � Meters � N 0 25 50 100 150 � � � 0 50 100 200 300 � �P P�ajection: Web Menator Gxna 000rdinates: WGS8# ECX}e tl6: UTM Za�e 1?N WQ"84 9 � Custom Scail Resource Report MAP LEGEND Area of Infierest (AOI) Area of Interest (A01) Soils Soil Map Unit Polygons . . Soil Map Unit Lines � Soil Map Unit Points Speciai Point Features Blowout Borrow Pit .. Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot = Severely Erocled Spot Sinkhole Slide or Slip � Sodic Spot Spoil Area Stony Spot Very Stony Spot � Wet Snot Other . Special Line Features Nlater Features Streams and Canals Transportation Rails Interstate Highways US Rautes Majo- Roads LocaE Roads B�ckground Aerial Photogrephy IVIAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:2�4,000. Warning: Soil Map may not be valid at this scale, Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of cor�trasting soils ttrat could have been shown at a more detailed scale. Ple�se rely on the bar scale on each map sheet for map measurements. Source of Map: PJatural Resources Conservation Service Web Soil Survey URL: Co�rdinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts dis°ance and area. A projection that preserves area, such as the Aibers equal-area conic projection, should be used if more accurate calculati�ns of distance or area are required. This product is generatEd from th2 USDA-NRCS certified data as of the version date(s) listed belovr. Soil Survey Area: Okeechobee County, Ftorid� Sun+ey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space a{lows) for map scales 1:5�,000 or larger. Da1e(s) aenal images were phot�graphed: Jan 25, 2019—Ja�i 29, 2019 The orthophoto or other base map on which the soil lines were cornpiled and digitized probably differs from the background imagery displayecl on these maps. As a result, some minor shifting of map unit boundaries rnay be evident. 10 0 Custom Soil Resource Re�ot# IViap tJnit L.egend (�keechobee Jail & SHeriff's Office) Map Unit Symbol Map Unit Name Acres in AOI m Immokalee fine sand, 0 to 2 percent siopes 14.2 _------- - -___._.._ _ -------- Totals for Area of Interest ----- ---- 14.2 Percent of AOI 100.0% 100.0% �� Jn�t D��rg��c��as (�ke��h�� Ja9E � SHeriff's Office) The fnap ur�it� delin�at�d on the detaileci soit rr�a�s in a stril survey r��preser�t the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more ri�ajor kinds of soil oi- �fiiisceiianc�us areas. A►nap unit is i��nYified and naine� according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the Cii�iaCt2� tSttG Vaiic3�i3tii�y' Ot aii fiai±ii3� ph�� ornzna. Thu�, tiic � 3�� vi SO�ii@ observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontra§ting; or �imil�r, compenents. They m�y or may not be rnentionec! in � particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent ei�ough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If incfuded in the datahase for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor c:ampon�nts may nc�t have t�een obs�rved, an�i c�insequ�riiiy they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. i he preserice of mi�ior cc�►�7ponents in a n�a� unit in no way tiiminish�s the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The 11 Custam Soii f2esaurce R��rt delineation of such segments on the map provides sufficient information for the devel��rrer:t �� es��rce p�ans. !f ir�ters;ve use af sm�ll areas �z planneu, �z�wever. onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. �ac�; description includzs genera9 tacts about the unit and y�ves imp�rtant soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major i��ii-i�oi�s that are sif��iia� in cort�position, thickness, af�d arrar7�ernent. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas siiowri on it�e detaile� soil rnaps are phases oi soil series. i f�e rian�e oi a sc,i6 �has� commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These rnap units are compiexes, �ssociati�ns, ar undiff�rer�fiiafi�d �roups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar ir� aii areas. Hlpiia-8et� compl�x, 0 to 6 perc.er�t s1��i�s, is ari �x��fi�pie. An associatron is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered pra�tical or riecessary to f�iap tfle soiis or- �r�is�ell�n�ous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas thai z�ui�i be mapped individualiy but are map�ed as c�ne unit i�ecause sii-nilar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made u}� of al! of them. Alpha and Beta coils, 0 to 2 percent slopes, ic an examnle. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soii Resource Rep�rt Okeechobee County, Florida 1�—immok�ie� fin� s�nci, 0 Yo 2 p�rcent siopes Map Unit Setting National map unit symbol: 2s31k Eievaii�n: �i to 13� fieei Mean annual precipitation: 44 to 56 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period: 35Q to 365 days Farm,lar.� c/assific�tion: Not prime far^iland Map Unit Composition Immoka/ee and similar soi/s: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Immokalee �pt±ing Landform: Flatwoods on marine terraces Landform position (fhree-dimensional): Riser, talf Down-slope shape: Linear Across-slope shape: Linear Parerrt �naterial: Saric�y rr��rine d��osits Typical profile A- 0 to 6 inches: fine sand E- 6 to 35 inches: fine sand Bf7 - 3� io 54 ir�Ci;�s: firte s8�td BC - 54 to 80 inches: fine sand Properties and qualities Slope: 0 to 2 percent D�:j�th to t�strictive f�atuje: M�r� than 80 incties Drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high r�.57 to 1.95 �n/yr) Depth to water table: About 6 to 18 inches Frequency of f/ooding: None Frequency of ponding: None Maximum salinity� Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available watercap�city: Low (about 5.9 inches) Interpretive groups Land capability classification ; irrigated): None speciiied Land capability classification (nonirrigated): 4w Hydrologic Soil Group: 6/D Forage suitability group: Sandy soils on flats of inesic or hydric lowlands (G155XB141 FL) Other vegetative classification: Sandy soils on flats of inesic or hydric lowlands (G155XB141 FL), Sc�uth Florida Flatwoods (R155XY003FL) Hydric soil rating: No 13 Custom Soi! R�sourc� Repari �,1ir�or Cornponents Basinger Percent of map unit: 4 percent Landform: Depressions on marine terraces Landform position (three-dimensiorra;): T� ead, dip Down-slope shape: Linear, concave Across-slope shape: Linear, concave Other vegetafive classification: Sandy soils on flats of inesic or hydric lowlands (G155XB141FL) Hydric soil rating: Yes Pomello Percent of map unit: 2 percent Landform: Ri�g�s or� marine ferraces, knolls drr marine terraces Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Side slope, interfluve, riser Down-slope shape: Linear, convex Acro�s-slo�e shape: Linear Ecological site: R155XY001 FL - Sand Pine Scrub Other vegetative classifrcation: Sandy sails on rises and knolls of inesic uplands (G155XB131 FL), Sand Pine Scrub (R155XY001 FL) Hydric soil rating: No �ril�basso Percent of map unit: 2 percent Landform: Flafinroods on marine terraces Landform position (three-dimensional): Tread, talf �O'vv%e-.iici�c S%7a�7C. �I�CQl; 1.17�YGA Across-slope shape: Linear Other vegetative classification: Sandy soils on flats of inesic or hydric Iowlands (G155XB141 FL), South Florida Flatwoods (R155XY003FL) Hydric soi! ratina: No Placid Percent of map unit: 1 percent Landform: Depressions on marine terraces, drainageways on marine terraces Landform position j.+h.ree-dimensional�: Tread; d;� Down-slope shape: Concave Across-s/ope shape: Concave Other vegetative classification: Sandy soils on stream terraces, flood plains, or in depressions (G155XB145FL), Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating.• Yes Margate Percent of map unit: 1 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, dip Down-slope shape: Linear Across-slope shape: Concave Giiier vegetative classificatian: Forag� suitaEiiiity group iiat assigried (G 156AC 999FL) Hydric soil rating: Yes 14 A�PEIVDiX li �eneral �a�es (Soil Borings, Sampling and Testing Methods) AiVDERSEN Ai\iDRE CONSULi 1NG EIVGINEERS itVC SOlL BORING, SAMPLING AND TESTING METHODS �'sElVER.+R! Andersen Andre Consulting Engineers, Inc. (AACE} borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no information about subsurface conditiors beiow the bottom of zne boreholes. At locations not explored, surface conditions that differ from those observed in the borings may exist and shr�uld be anticipated. The information reported on o��r boring logs is based �n our drillers' logs and on visual examination in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on the logs between soil types is approximate only. The actual transition from one soil to another may be gradual and indistinct. The groundwater depti� snown on our boring i�gs is the water ievei the drilier opserved in the borehole when it uvas drilled. These water levels may have been influenced by the drilling procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate �etermin�tion of gro«ndwat��- level requires I�ng-t�rm observati�n �f s��itabte monitc�ring v�ells, Fluctuations in groundwater levels throughout the year should be anticipated. The absence of a groundwater level on certain logs indicates that no groundwater data is available. li does not �r��a�i that grouiic�water wili noi k�e encountered at that f�oriiig I�caiioi� at some ather point in time. STANDARD PENETRATION TEST The Standard Penetration Test (SPT) is a widely accepted method of in situ testing of foundation soils (ASTM D-1586). A 2-foot (0.6m) long, 2-inch (50mm} O.D. split-barrell sampler attached to the rnd of a string o� drilling rod� is driv�n 24 i�ches (G.�Orn) into the ground by success�ve b6o�s of a 140-pound (63.5 Kg) hammer freely dropping 30 inches (0.76m). The number of blows needed for each 6 inches (0.15m) increments penetration is recorded. The sum of the blows required for penetration ofthe middle two 6-inch �0.15m) increments of penetration constitutes the test result of N-value. After the test, the sampler is extracted from the ground and opened to allow visual description of the retained soil sample. The N-value has been empirically correiated with various soil properties allowing a conservative estimate of the behavior of soils under load. The following tabl2s relate N-values to a qua}itative description of sci! densit�r and, for coh�siv2 soils, an approximate unconfined compressive strength (Qu): Cohesionless Soils: N-Value Description 0 to 4 Very loose 4 to 10 Loose 10 io 30 Medium de��se 30 to 50 Dense Above 50 Very dense i r iUiiESiV@ �Ci1�S: N-Vaiue Oto2 2to4 4to8 8 to 15 15 to 30 Atiove 30 DescriGtion Very soft Soft ti9ediutn stiff Stiff Very stiff Har�i � Below 0.25 tsf (25 kPa) 025 to 0.50 tsf (25 to 50 kPa) 0.50 to 1.0 tsf (50 to i00 kPaj 1.0 to 2.0 tsf (100 to 200 kPa) 2.0 to 4.0 tsf (200 to 400 kPa) At�cue 4.� isf (400 kPa) The tests are usually performed at 5 foot (1.5m) intervals. However, more frequent or continuous testing is done by AACE through depths where a more accurate definition of the soils is required. The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using circulating fiuid to remove the cuttings and hold the fine grains in suspension. The circuiating fluid, which is bentonitic drilling mud, is also used to keep the hole open below the water table by mai��tairing an excess i�y�rostatic pressure insi�e the ho9e. In some so�i aeposits, part�;,ularly highly pervious ones, flush-coupled casing must be driven to just above the testing depth to keep the hole open and/or prevent the loss of circulating fluid. After completion of a test borings, the hole is kept open until a steady state groundwater level is recorded. The hole is then sealed by backfilling, either with accumulated cuttings or lean cement. Representative split-spoon samples from each sampling interval and from different strata are breught La a�r iaboraiory ;r� air-iight jars for c,assificativn and iesting, if necessury. �iiierwards, the samples are discarded unless prior arrangement have been made. POWER AUGER BORINGS Auger borings (ASiM D-1452} are used when a relatively (arge, continuous sampling of soil strata close to the ground surface is desired. A4-inch (100 mm) diameter, continuous flight, helical auger with a cutting head at its end is screwed into the ground in 5-foot (1.Sm) sections. It is powered by the r�tary drill rig. ThP sample is rec��erer� k�y �n,ithclrawing thQ a��ger our ofthe grc��nci without rotating it. The soil sample so obtained, is classified in the field and representative samples placed in bags or jars and returned to the AACE soils laboratory for classification and testing, if necessary. HA6W� AUGER B�RiNGS Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be determined within a shallow (appraximately 5-foot [1.5m]) depth or when access is nat available to power drilling equipment. A 3-inch (75mm) diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. ihe bucket auger is retrieved at approximately 6-inch (0.15m) interval and its contents emptied for inspection. On occasion post- hole diggers ar� used, especialty in the upper 3 feet (1�} or sG. Penetrorreter prabir�gs can be used in the upper 5 feet (1.5m) to determine the relative density of the soils. The soil sample obtained is described and representative samples put in bags or jars and transported to the AACE soils laboratory for classification and testing, if necessary. n �� UNDlSTUit�ED SANiPLiiVG Undisturbed sampling (ASTM D-1587) implies the recovery of soil samples in a state as close to their natural condition as possible. Complete preservation of in situ conditians cannot be realized; however, with careful handling and proper sampling techniques, disturbance during sampling can be minimized for most geotechnical engineering purposes. Testing of undisturbed samp�es gives a more accurate estimate of in situ behavior than is possible with disturbed samples. Narmaify, we obfain undisturbed samples by pushing a 2.375-incn (7"s mm j I.D., thin waii seamless steel tube 24 inches (0.6 m) into the soil with a single stoke of a hydraulic ram. The sampler, which is a Shelby tube, is 30 (0.8 m) inches long. After the sampler is retrieved, the ends are sealed in the fielc� and it is tr�,nsnQrtecl tc, o��r laboratory f�r v�sual cletcri�tion and tgsting, as needed. ROCK CORING ir� tase rock strata is er�c�untereci and rack strengthJc�r��inuity/corr��osition informatian is neec��ci for foundation or mining purposes, the rock can be cored (ASTM D-2113) and Z-inch to 4-inch diameter rock core samples be obtained for further laboratory analyses. The rock coring is performed through flush-joint steel casing temporarily installed through the overburden soils above the rock formation and also installed into the rock. The double- or triple-tube core barrels are advanced into the rock typicalfy in 5-foot intervals and then retrieved to the surface. The barrel is then opened so that the core sample can be extruded. Preliminary field measurements of the reco�ered rocic cores inciu�Re percent recovzry ar�d i�ocic �uaiity �es�gnation (RQU) vaiues. The rock cores are placed in secure core boxes and then transported to our laboratory for further inspection and testing, as needed. SFWEVID EXFfLTEt�i'iOiVi �i ESTS In order to estimate the hydraulic conductivity of the upper soils, constant head or falling head exfiltration tests can be nerformed. These tests are performed in accordance with methods described in the South Florida Water Management District (SFWMD) Permit Information Manual, Volume IV. In brief, a 6 to 9 inch diameter hole is augered to depths of about 5 to 7 feet; the bottom one foot is filled with 57-stone; and a 6-foot long slotted PVC pipe is lowered into the hole. i h� distance frorn the groun�water tabiE and to the groun� surface is recordedand the rc�le is then saturated for 10 minutes with the water level maintained at the ground surface. If a constant head test is performed, the rate of pumping will be recorded at fixed intervals of 1 minute for a total of 10 minutes, following the saturation period. LABORATORY TEST METHODS Sail sampies returned to the AACE soils laboratory are visually observed by a geotecnnicai engineer or a trained technician to obtain rr�ore accurate description of the soii strata. Laboratory testing is performed on selected samptes as deemed necessary to aid in soil classification and to help define engineering properties of the soils. The test results are presented on the soil boring logs at the depths at which the respective sample was recovered, except that grain size distributions or selected other test results may be presented on separate tables, figures or plates as discussed in this report. F �� t THE €�i�09ECi SOI� DESCRIP�tON PROCEDl3RE �OR SOflJi'�iE�ST FLORii3A CLASSIFICATION pF SOILS FOR ENGINEERING PURPOSES Tne soil descriptions shown on ihe logs are based upon visual-manuai procedures in accordance with local practice. Soil classification is performed in general accordance with the United Soil Classification System and is also based on visual-manual procedures. tiOUL�Er2S i>12" (300 MM1) ar�c� LOoBLcS {3" (75 MM1 TO 12" �300 iJli'Ji1i: GRAVEL: Coarse Gravel: 3/4" (19 mm) to 3" (75 mm) Fine Gravel: No. 4(4.75 mm) Sieve to 3/4" (19 mm) �e5criptive a�iiectives: 0-5% 5-15% 15-29% 3{� - 4�! 5AND5: — no mention of gravel in description — trace — some —giaV�iijJ ISileii, ��fi��UCiC, �ef7leti��C� 5�+��Sj CQnRcF �p�n; rv�, Zn (? mrr�l CiQ�ia t0 NO. 4(4.75 mr�l Cjaya MEDIUM SAND: No. 40 (425 µm) Sieve to No. 10 (2 mm) Sieve FINE SAND: No. 200 (75 µm) Sieve to No. 40 (425 µm) Sieve Descr�tive adiectives: 0-5% 5-15% 15-29% 30 - 49% SILTiCLAY: � #200 (75µM} Sieve SILTY OR SILT: PI < 4 SILTY CLAYEY OR SILTY CLAY: 4< PI s 7 CLAYEY GR CLi�Y: Ri ? 7 ORGANIC SOILS: Organic Content 0-2.5% 2.6 - 5 % 5-30°io — no mention of sand in description — trace — some — sandy Descriptive adiectives: <- 5% — clean (no mention of silt or clay in description) 5 - 25°a — slightly 16 - 35% — clayey, silty, or silty clayey 36 - 4S% — very Descriptive Adjectives Classification Usually no mention of organics in description slightly organic organic See Above add "with organic fines" to group name SR�! with organic fines Organic Silt (OL) Organic Clay (OL) Or�anic Silt (OH) � JI • THE Pi3�JECT SOIi �E��RIRTION PROCEDURE F�R S�UTHEAST FLORIDA CLASSIFICATION OF SOILS FOR ENGINEERING PURPpSES HIGHLY ORGANIC SOILS AND MATTER: Organic Content Descriptive Adjectives 30 - 75% sanc�y pe�t silty peat > 75% amorphous peat fibrous �eat STRATIFICATION AND STRUCTURE: Organic Clay (OHj Classification Peat �PT) Peat (PT) Peat(PT) Peat (PT) Descriptive Term Thi�kness with interbedded seam -- less than %: inch (13 mm) thick iayer -- „10 12-ir�ch�es (300 rnm} �hick stratum -- more than 12-inches (300 mm) thick pocket -- small, erratic deposit, usually less than 1-foot lens -- 1e�it;cular deposits occasional -- one or less per foot of thickness frequent -- more than one per foot of thickness calcareous -- c:c�ntainin� calcium carbe�nate (r�action to diiui�d HCL} hardpan -- spodic horizon usually medium dense marl -- mixture of carbonate clays, silts, shells and sands ROCK iLA551F1CATiORi (�LORIDAi Ci°iART: Svmbol Tvpical Description LS Hard Bedded Limestone or Caprock WL5 Fractured or Weathered Limestone LR Limerock (gravel, sand, silt and clay mixture) SLS St►�atifieii Limestor�� and Soils � �� . TFiE PROIECT SaiL DESCRiPT1�N PROCE�URE FOR SOl3TNEAST �LORIDA CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES i.EGEND FOR �E3RING LOC'iS N R: MC: OC: �L: LL: PI: qu: -200: +40: U5: k: DD: TW: Number of blows to drive a 2-inch OD split spoon sampler 12 inches using a 140-pound hammer dropped 30 inches Refusal (less than six inches advance of the split spoon after 50 hammer blows) Moisture content (percent of dry weight) Organic content (percent of dry weight) Mo�sture content at tre plastic lirnii Moisture content at the liquid limit Plasticity index (LL-PL) Unconfined compressive strength (tons per square foot, unless otherwise noted) Percent passing a No. 200 sieve (200 wash) Percent retained above a No. 40 sieve ilndisturbed sarnpie obtai�ed with a thir-wai( Shelby tube Permeability (feet per minute, unless otherwise noted) Dry density (pounds per cubic foot) Total unit weight (pounds per cubic foot) � l� � A(�PEiVDiX iil RACE Pra�ect Li�itati��s an� Conditc��s � 1 I � ANDERSEN AN�RE C�NSULi1Nt; ENialNEERS, INC. Project Limitations and Conditions Andersen Andre Consulting Engineers, Inc. has prepared this report for our client for his exclusive use, in accordance with generally accepted soil and foundation engineering practices. No other wa� ranty, expressed or impiied, is made herei;�. Furt�er, the report, in aSi cases, is subject to 2he following limitations and conditions: �JARl;lBLE/UNAlVTlClPATEQ 5!.lBSURFR�� CQl�lDlTIUlUS The� engineering analysis, evaluation and subsequei�t recommen�ations presented herein are based on the data obtained from our fietd explorations, at the specific locations explored on the dates indicated in the report. This report does not reflect any subsurface variations (e.g. soil types, groundwater levels, etc.) which may occur adjacent or between borings. The nature and extent of any such variations may not become evident until construction/excavation commences. In the event such variations are encountered, Andersen Anare Cor�sulting En�ineers, Inc. r��ay find it n�ce�sary ta (1j pertorm at�d�tional subsurfiace explorations, (2) conduct in-the-field observations of encountered variations, and/or re-evaluate the conclusions and recommendations presented herein. We at Anderser. Andre �ansultir?g E�g�r?ers, Inc. recorr?rnen� that the �� ject SreCifi�atic�iis necessitate the contractor immediately notifying Andersen Andre Consulting Engineers, Inc., the owner and the design engineer (if appiicable} if subsurface conditions are encountered that are different from those presented in this report. No cfaim by fhe contractor for any conditic�ns diff�ring from tha�e �xpected in the pfans �nd specifications, or presented in this report, should be allowed unless the contractor notifies the owner and Andersen Andre Consulting Engineers, Inc. of such differing site conditions. Additionally, we recommend that all foundation work and site improvements be observed by an ,vil�prse� 4n�re LLnsu9�ing �fi�li�£?£'i'S, ��ic. represe�tatave. SOIL STRATA CHANGES 5oil strata changes are indicated by a horizontai line on the soil boring profiles (bori�-�g logsj presented within this report. However, the actual strata's changes may be more gradual and indistinct. Where changes occur between soil samples, the locations of the changes must be estimated using the available information and may not be at the exact depth indicated. �1NKHOLE PaTEfIiTtAL Unless specifically requested in writing, a subsurface exploration performed by Andersen Andre Consulting Engineers, Inc. is not intended to be an evaluation for sinkhole potential. 7 1 1 a MISiNTER��cETAT60N OF SUBS�iRFACE SOIL EXPLORAT10i�8 REPOR�' Andersen Andre Consulting Engineers, Inc. is responsible forthe conclusions and recommendations presented herein, based upon the subsurface data obtained during this project. If others render C�tiCiUSi�iiS di .�i7tlitGil�, Oi il'?c�i�Z C?C3iiEI?'?e�iClatf4� �s base�! upor t�e da�a prese��tpC� IEi � his repart, those conclusions, opinions and/or recommendations are notthe responsibility of Andersen Andre Consulting Engineers, Inc. �HANGED STi�i1CTURE �R LOCATION This report was prepared to assist the owner, architect and/or civil engineer in the design of the subject project. If any changes in the construction, design and/or location of the structures as c�iscussed ir this rep�rt ar� planned, or if any st� uct�rr�s are included or adde� that are not discussed in this report, the conclusions and recommendations contained in this report may not be valid. All such changes in the project plans should be made known to Andersen Andre Consulting Engineers, Inc. for our subsequent re-evaluation. USE OF REPORT BY SIDDEr�S Bidders who are reviewing this report prior to submission of a bid are cautioned that this report was prepared to assist the owners and project designers. Bidders should coordinate their own S�.i�.,�iSuiiaCC' �X�3i��'atl�it5 �2.�,.; sail bor��gs, t�st pits, etc.? fc�� tyE �urpase of deter��in�ng any conditions that may affect construction operations. Andersen Andre Consulting Engineers, Inc. cannot be held responsible for any interpretations made using this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which may affect construction operations, IN-THE-FIELD OBSERVATIONS Andersen Andre Consulting Engineers, inc. attempts to id�ntify subsurface conditions, ineEuding soil stratigraphy, water levels, zones of lost circulation, "hard" or "soft" drilling, subsurface obstructions, etc. However, lack of inention in the report does not preclude the presence of such conditions. i.00A7iON OF BURiED 063ECTS Users of this report are cautioned that there was no requirement for Andersen Andre Consulting Engineers, Inc. to attempt to locate any man-made, underground objects during the course of this expleratian, anc! that no attPmpts to I�cate any such objects were performed. Andersen Andre Consulting Engineers, Inc. cannot be responsible for any buried man-made objects which are subsequently encountered during construction. PASSIAGE OF TiNiE This report reflects subsurface conditions that were encountered at the time/date indicated in the report. Significant changes can occur at the site during the passage of time. The user of the report recognizes th� inheren� risk in using the information presented herein after a reasona�l� amount of time has passed. We recommend the user of the report contact Andersen Andre Consulting Engineers, Inc. with any questions or concerns regarding this issue. 3 t! a 6eotechnical Services Are Performed tor Speciiic Purposes, Persons, and Projects Geotechnical engineers structure their services to meei lhe specific needs of their clients. A gcoter,rinical engineering study conducted for a civil engi- neer may not fulfilf the need � of a co��s:; �aciion co��racto� or even anoth�r civil engineer. Because each yeotechnicai engineering study is unique, P.�ICI1 geotechnicai enginrering repa�t is unique, preparetl solelyfor the c!ient. �!o one except you should rely on your geotechnicai engineering report wilhoui first c,onferrii�g with the geetechnica! engineer evho prepared it. /;r,d no ene — not even you —should apply the report fer any purpose or project except tl�e one originaily contemplated. Read the Fuil Report Serious problems have occurretl because those relying on a geotechnical engineering reporl did not read i± aN. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set ot Project-Speeific Factors Ueotechnical enyineer� r,onsider a nurnber of unique, project-specific fac- tors when esiabiishing the scope nf a stucly. Typicai factors include: the c!ient's goals, objer,tives, and ri�k managem� n� preferer,ces, the genera! nature of the structure involved, its size, and configuration; the location of the structure on the siie; and oiher planned or existing site improvements, such as access roads, parking lots, and untlerground utililies. Unless the geoter,l�nical engineer wl7r� condu.r,ted the st�idy snecifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not preparetl for your project, • nof prepared for the specific site exploretl, or • compieted before imporfant project clianges were matle. Typical changes that can erode tl�e reliability of an existing geotechnical enyineering report include those that affect: •[��e fu�3ciion t�f thc prcposed s�ructure, as v�P�cn it's chargcd from a parking yarage [o an office b�ailtling, or from a light industrial plant to a refrigerated wareho!.ise, • elevalion, contiyuraiiu��, locaiion, orieniaiioii, ur vaeigi-�i� oi iiie proposed structure, • cc�mposifion ot the tlesign team, or • project �lArnership. As a yeneral rule, always inform your geotechnical engineer of project changes--even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibilify or Irabi(ity for problems that occur because fheir repo�ts do nnt consider deve%pments of whrch they were not informed. Subsurface Conditions Can Change A geolechnicai engineering report is based on con�itions that existed at the time the study was performed. Do not rely on a gectechnicai engi��eer- i��g reportwhose adequacy may have been affected by: the passage nr." t.ime; by man-matle events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or yroundwaier fluctua- iiotls. A1w�tys�ulltaCi ti1i; c�t'oictii�il'tCai Cilgille�� befurc a+�j�lyir�c� ihc report to determine if ii is still reliable, A rninor amaunt oi additional testing or analysis could prevent majar problen�s. Most 6eotechnical Fin�lings Are Protessional Opinions Si[e �;x�,l«r��ion identifies subsurface contlitions only at those {�oints where suhsurface tests are conducted or samples are taken. Geotechnir,al engi- ne�rs review field �nd labnr�tory tlata antl then ap�ly their nrotessional judgrrier�t to ren�er an opinion about subsurface conditions tl�iroughoi.�t the site. Actua! subsurface conditions may differ—sometimes significantly— from those intlicated in your report. Retaining the georechnical engineer who developed your re�oit to pravide construction obsen�ation is the mosi effective method af managing tne risks associated with unaniicipaietl co�ditions. A Report's Recommendadons Are Not Final Do not averrc!y on t��c consiriac#io�� rca�mrnes�d��Iio��s inclt!dc� in yo�� report. Those recornmendations are not final, t�ecause geotechnical engi- neers develop then� principaliy from jutlgmeni antl opinion. Geotechnical engineers can (inalize iheir recommendafions only by ohser��ing actual _ ,_ ' � - � -.. � � � � �_ .� r- � � � _ � s� . ��!b�l!(f3C2 COii�ItI011S i�+U28IECi U'liCfCl(� GGi,�tiilCi(t7�1. i�`!� Je� , chric�r' en�ineer who developed your report cannot assume responsrbility or iiabilif.y for lhe report's recommendations if that engineer dnes not perform construction obseruaticn. A 6eotechnical Engineering Report Is Subject to Misi�erprctation Other design team members' misinterpretation af geotechnical engineerii�g reports has resultcd in costly problems, LoGver 'r.hat risk b5� having your geo- technical engineer conier with appropriate members of the design team aiter submiiting the report. Aiso retain your geotechnicai engineer ta review perti- nent elemenfs oi the design team's plans and specifications. Gontractors can also misinlerpret a geotechnical engineering repoit. Reduce that risk by I,aving your yeotect�nical enyineer parlicii�ate in prebid and p�eccnstruc[ion conferences, and by provitling construction observation. Da Il�t Redraw �e Engineer's Logs Geor��f�r�ical er�gineers prepare f1�131 hDCI!!� c1f1� ?�Srlr� IC;JS I]35�d Up011 thelr interpretation oi iie!d logs ��nd laboratnry clata. To prevent errors or cmissions, the logs inclutled in a geolechnical engineering report shoul�i neverk�e redrawn for inclusion in architectural or other design drawings. Only pholographic or electronic reproduction is ar,ce�table, but reco,qnize lhat sNparafir,y !ogs from the repnri can elevate rislc sive Contractors a Complete Report and 6uidance Some ovdner� and c�esign professiona�s misfakenly helieve they can make contractors liable ior unanticipated subsurface conditions by limiting whai they provide ior bid preparation. To help prevent costly problems, give con- h�actors the corn�lete yeotechnical engineering report, but preface it with a c!early� wr'tten letter cf transmiital. In that fetfer, ��vise r,ontracto� s that �h.r, report was nat prepared for purposes of bid development and thal ihe report's accurac�� is limitetl; encourage ihem to confer with the yeotechnicai engineer who prepared the reporf (a modest fee i7�ay be required) and/or to condt�ct additional study to obtain the sper,ific types of inforniation they need or prefer. A pref�id conference can alsa be valuable. f3e sure contrac- tors have sufficient time to perfon �� additional st�dy. Only then mighl you be ir a posilion to give contractors the best information availabie lo you, while requiring them t� at least share some of the financial responsibilities s�err�ming from i.ir�anticipated con�ilians. Read Responsibility Provisions Ciosely Some clienfs, design professiona!s, and contractors tla not recognize that gor�ter_,I;r�iiral enyineering is far less ex�ct t�har other enqineering disci- plines, This lack of under,landinc� has r,reated �ii�realistic expectations lhat i��F� led io uisa�pUffllll,erits, claii��s, anc; disF�utes, io neip reduce ine risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometirnes labeled "limitations° many of tf�ese provisions indicate where geotechnical engineers' responsi- bilities begir. and entl, to help others recognize their own responsibilities antl risks. Read tlaese,orovisions closely. Ask questions. Your geotechnical enyineer sho�.dtl respond fully and flanldy. 6eoenvironmentai Concerns Are Not Covered 1 he equipment, techniques, and personnei used to perform a geoenviron- rnental study differ significantly from those used tc� perform a geotec.hnical stu�iy. F�r that reason, a geotechnicai engineering reparf does not usually relate any yeoenvironmental findings, conclusions, or recommendations; e.g., abcut lhe likelihcod o( e��courtering u�derground storage tanks or regulated contaminanfs. Unantrcipated environmental problems have fed to nume��Us pr%r,t failures. If you have not yet obtained your ovvn geoenvi- ronrnental information, ask your geotechnical consultant for risk manage- ment guidance. De nat; ^?v on ar ^n, vriO�`il±ii�Rfal repo; t�,rrpa; �,�' fc,r sor��c- one else. Obtain Professional Assistance 1'o Deal with Moid Diverse strategies can be applied during l�uildiny desinn, construction, operation, and maintenance to prevent significant amounts of mold froin growing o�� intloor surfaces. To be effective, all such stralegies shouid be devi;ed for the express purpose of mold prevention, iniegrated into a com- prehensive plan, ard executed with diliyrnt oversiyht by a professional mold preveniion censui(anf. l�eca�ise jusi a srr�all amouni oi waier or moisture can lead to the development of severe moid infestations, a num- ber of mold prevention strategies focus on keeping buildiny surfaces tlry. While groundwater, water infil[ralion, and similar issues may have been a�tra±�essetl as par� of the geolechnical enyi�aeeriry slutly �vho�e findinys are comreyed in this report, the geotechnical engineer in charge of this project is not a rnold prevenlion consultant; nvne of ihe services per- fvrmed in cnnnection wlth the geoteehnlcal enginee�'s study were designed or conduc�ed for the purpvse of mold preven- tion. Proper implementation of the recommendations conveyed in this report wiil nat of itsell be sulficient to prevent mold irom growing in nr on ihe sfructure involved. 6e1� on You� �SFE-Altember 6eotechnciat Engmeer for Additional As�istance Ulembership in /1SFE;'f;-�i: E�:sr PtcF��.r. oN Enftrii exposes geotechnical engineers to a wide array of risk mai�agement techniques thai can be of gei�uine benefit for everyone invult�etl �diih a �onsiruction project. Confer with your ASFF-n��ember geotechnical engineer for more information. �� BUSIN SS AS50 IATION 8811 Colesville Road/Suite G106, Silver 5pring, Md 20910 Telephone: 301/565 2733 Facsimile: 30l/589-201? e-maii: infoC�asfe,org www.asfe.org CopVright 20i2 6y ASFE, lnc. Duplication, reproduction, or copying oi this documeni, in �rhole or in part, by an� means whatsoever, ls strictly prohibited, exeept with ASFE's speci�ic writfen pen-nrssion- Excerptir,�, quotir�g, or oih8rwise exbactin9 worJrng lrom this document is permitted on!y wiLh fhe express wrrtten permrsslo�� 01 ASfF., arrd only for purposes of sr.hol.�d�� research or book revie�+: Dnly mcrmGers of ASFE may use iI7lS lJOC[/R7E'Rf 3S a conrplamnnt to or os �an element nf a geotechnica! en,qrneering report. Any otlre� finn, indrvidual, or other enfity that so uses thrs document without being an ASFE member could ba Commiting rregfrgeni or intentional (fraudulent) misrepresentafion 1 J IIGER03135.OMRP 4Z7&v rL'+a;Pi GII��cm cm�LF LD�,Y:�i ya»c a��.z>�;� rc[Pdm �83E. mrJ�e1 c�sN srs:Lrru Cs^� a :h�H ¢m�n�ln cT�.acx is3�'oEL �'.Mu`.2 �r3� XII'o''uN c2flSk1' o1Mul4 cTY3s9 rlh,� �•1 ��F4:• CH'3aifa CM . t ' -..� - � _ _ .._� �_ __ _ . _ T ' S r �'�O, �! �a ,_ . r � `' � '�+� r�� y �' HL!'.0 � ..►� `.+� � - . �5��'_ - - � , . "��"^ � . ; a�+"v�"��-''�" � �4tyc�T:�,:� � Y, Y N � � � A�r.:'�'%�• ..1 . I� � . �',� � �`-N •CN S�4l�s��:."�'�c i .�y'.� r�_r�+Y/ t �� r �� .1 , ;� � �� i. •.t ' '�' � , .'� . �i ._ . . _ � _ , 1 ��, � ,4' • � ` '� / � � _ _ � � ,t^{�. . '- �, � �� • , � � ' :-�� . T • • • � �j , • � �� .�..�•,'� � � -�� 7r.' _, � "T" ��• �1.= -- �___.._.__.__ ( _.. .._w� ..,- y� Land ape Limitations : ��. , _�-� ,.�.._ .� � _ . . __ ,� i._--.---_� , � . ; : �. 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N f '_ 4 _T � y_-. _ w�9• .� ��. � 'r'�, pr; fr �.. ��- IIlO`.gl ,R.C'Wt Il • uik.� y �lC^.3X: �'.L�K� .ia�- - - ' i.�Gqw,nh �'.'�� . m5cw :ran,a '�w'��'N: .c�,[,m ma.sz :NE6Vs ary'@ (rs��um; mua'a Qlues ,�;d; ,��"�'.pn '�'�."F�w�n ,. - - ,.•,-•..•--__..__,... _y _ ..,, _ _ _ . ,r , .. , � ��, _ -: '""---'�"�-t;Y"'° �- :�.,,��,..., �.. t�@y :rQa� nr a•c�►�'.r.'��t ..,` � � ' 'ry'�'��Sr:.: . � ' ceOC �a+e.. �• '= �`1.,��.��s'. �/ � \ -._'=.z.:'_�'�' •- „r .�i. •''� -- _ �.�_. a ,+ti �,� ., •�......� 1,;�! � � �� , ,'`s��. y._, .n;�••'2K.s..a n.`:��i _.y�-'l2+.,�,,•,`_o:n�� " - - � - - - -_ "�'. : - ` � _ :�^t1=`c�'S _....... �T,� . . ��nryl�i , . _. ;�.��` L. x - • .., � .. . �., :�:.Y.c,s�.�f._:.� _ ' . _ ,�:�.v � `� � ��. �'7Alri� ��l � . � _ • ,il �/ � No shrubs/low mounding plant material within 50' of detention housin Units B, C and D) No trees (Adjacent edge of mature canopy) within 20' of either side of detention housing fencing (Units B, C and D) No shrubs/low mounding plant material or trees around Unit D Trees and shrubs are acceptable outside of areas noted above J� 1 t" ��; ..,,�� July 8, 2021 City of Okeechobee 55 SE 3�d Avenue Okeechobee, FL 34974 Subject: Okeechobee County Sheriff s Office and Jail Expansion Dear Mr. Smith: Please find below the questions received from you in an email dated 6/28/2021 concerning the above referenced project. Your comments on in regular type and responses are in italics: 1. The current submittal makes the Fire Station Parcel non-conforming. The Fire Station Parcel has been combined with the remainder of the parcel for a 14. 794 acre parcel. C 100 —104 C 200, and C601 have been updated to reflect this change along with the statistics for the landscaping but the landscaping will not include the Fire Station or the Emergency Operations Center since there is no construction proposed in those locations. Also, the elevations have been updated to those peak elevations on each of the views. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering r �/ /� ) J \ //� 'jI4� \ J ��'�Jv'.�l I ._. / . �� v'�N ,_/ wV Steven L. Dobbs, P. E. President CC: Securitecture Okeechobee County File 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com r�,��• UF •'�'�C,� �`. ,r �- � �. �C: -.- � � -. "-�'1 � "-� ��cr . - � � `��' �" �.:� -�-� c� _ ::.�- _- a Fa�1�* ' Staff Re po rt Site Plan Review Prepared for.� Applicant: Address: Petition No.: Description: The City of Okeechobee Okeechobee County 504 NW 4rh Street 21-001-TRC Additions and Improvements to Okeechobee County Jail Facility c�� Ui _ . - � - _� 1375 Jackson 5heet # Z Od Fort Myen, FL 33901 Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-001-TRC �GENERAL INFORMATION Owner Applicant Site Address Parcel IDs Contact Person Okeechobee County 304 NW 2"d Street, Okeechobee, FL 34972 Okeechobee County 504 NW 4th St 3-15-37-35-0010-00950-0070, 3-15-37-35-0010-01020-0010, 3-15-37-35-0010-00970-0010 Steven L. Dobbs, P.E. Project Engineer and Consultant Contact Phone # 863-824-7644 Contact E-mail sdobbs@stevedobbsengineering.com For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citvofokeechobee. com/aqendas. html Existing Future Land Use Zoning District Use of Property Public Facilities and Industrial Public Use and Industrial Okeechobee County Jail, Fire Station, Emergency Operations Center Acreage 14.94 acres Proposed Public Facilities, Industrial Public Use (PUB), Industrial, (IND) Okeechobee County Jail, Fire Station, Emergency Operations Center 14.94 acres � . . The subject property is 14.94 acres comprising the entirety of block 95, 96, 97, 102, 103 and 104 within the boundaries of NW 6t'' Street, NW 4t'' Street, NW 5'h Avenue and the Florida East Coast Railroad. Okeechobee County already has significantly developed the site, including the Jail, Fire Station, and Emergency Operations Center. Now the County is proposing additions and renovations to the Jail complex. The County has made several improvements to the NW 4th Street right-of-way, including structures. In addition to these existing improvements, several new improvements are proposed. The County has requested approval by the City of an alley use agreement. I_ �K��= � F�I�nni:ng Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-001-TRC Future Land Use, Zoning, and Existing Use on Surrounding Properties Future Land Use Map Classification Industrial, Single Family Residential, North Commercial Zoning District Existing Land Use Future Land Use Map Classification East Zoning District Existing Land Use Future Land Use Map Classification South Zoning District Industrial, Multifamily, Light Commercial Single Family, Multifamily, Warehouse Commercial; Single Family Residential Commercial Professional Office Offices, Single Family Public Facilities; Single Family Residential Public Use, Commercial Professional Office; Industrial Existing Land Use Recreation, Offices Future Land Use Map Classification Industrial, Single Family Residential West Zoning District Industrial Existing Land Use Railway, Vacant land Adequacy of Public Facilities POTABLE WATER AND SANITARY SEWER: Potable water and sewage disposal services will continue to be provided by the Okeechobee Utility Authority. The proposed improvements will incrementally increase the existing demand. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed improvements can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service.. ACCESS, EGRESS, AND INTERNAL CIRCULATION: The existing access/egress driveway from NW 5th Ave to the southeastern jail parking area will remain unchanged. The existing access/egress driveway from NW 5'h Ave to the south of the fires station will be adjusted slightly to provide access to a new jail parking area. A new ingress/egress point is proposed to accommodate a new parking area on NW 4t'' Street. Interior circulation appears adequate and all drive aisles are sufficiently wide to serve perpendicular parking spaces. L;�R„� 2 �+tai�ni:ng Staff Report Site Plan Review SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck Applicant: Okeechobee County Petition No. 21-001-TRC The appropriateness of this plan will be addressed by the Fire Department. B. Loadinq Zone One loading space is identified as well as a loading dock. C. Dumpster Location and Trash Collection No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. The applicant is not proposing any new uses at this site, just expansion of the existing jail facility, which should not create any new compatibility issues. Regulation Required Provided Min front yard 25' from NW 4th St setback 18.75' from NW 5th Ave All newly proposed building §90-375(2) structures in compliance. §90-447 18.75' from NW 6th Ave Min side yard All newly proposed building setback 15' §90-375(2) structures in compliance. Min rear yard All newly proposed building setback 20' §90-375(2) structures in compliance. Max lot coverage 50% 34% §90-375(3) Max impervious surface 85% 83% 90-375 3 Max height 45' 34'3" 90-375 4 Min parking space All newly proposed parking spaces dimensions 9' by 20' 90-511 b are at least 10'x20' planning 3 Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-009-TRC Regulation Required Provided Min ADA parking space dimensions 12' by 20' with a 5' wide All newly proposed ADA parking FI Accessibility Code access aisle spaces are in compliance 502 Min loading space At least 10' wide by 30' long dimensions W/14' vertical clearance. In compliance 90-511 c Minimum parking 24' wide drive for spaces aisle width between 75° and 90°. In compliance 90-511 d 2 Parking paving Each parking and loading §90-511(e)(1) s ace shall be aved In compliance Each parking or loading space Parking and shall open directly onto a loading space driveway that is not a public layout street, and each parking space In compliance §90-511(e)(2) shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so oriented design that pedestrians moving In compliance §90-511(e)(3) between parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be provided along the lines of Pedestrian walks the most intense use, §90-511(e)(4) particularly between building All parking areas are paved. entrances to streets, parking areas, and ad'acent buildin s. Loading space Loading facilities shall be identified as to purpose and identification location when not clearly In compliance §90-511(e)(5) evident. No parking space accessed via Min parking space a driveway from a public road setback shall be located closer than 20 In compliance §90-511(e)(6) feet from the right-of-way line of said ublic road. ►_:�h,��. 4 ��Ianni:ny Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-001-TRC Regulation Required Provided 111 parking spaces are proposed in the new parking facilities intended to serve the jail Min number of off- One per 400 sf of floor area for street parking govt office 54 parking spaces remain in the spaces existing parking facility intended to §90-512(4) 64, 742 = 400 = 162 serve the jail 11 spaces are located partially on- site and partially in the ROW near the main �ail entrance on 4"' St 4 ADA parking spaces are provided on-site in the parking areas intended to serve the jail Min number of 2 ADA spaces are located partially ADA parking For facilities with 151 — 200 spaces parking spaces, at least 6 must on-site and partially in the ROW near FI Accessibility Code be ADA spaces the main jail entrance on 4th St. §2os.2 2 ADA spaces are located near the main public entrance entirely in the ROW near the main jail entrance on 4th St Min number of off- 1 for 10,000 to 40,000 sf of floor street loading area, plus 1 for each additional One loading space identified as well spaces 60,000 sf of floor area. as a loading dock §90-513(4) 2 loadin s aces re uired 1 tree and 3 shrubs/3,000 sf of Min Landscaping �ot area. 179 trees §90-532 519,671 sf= 3.000 = 173 trees 542 shrubs and 520 shrubs re uired Landscaping for parking and 18 sq ft of landscaping required vehicular use per required parking space. In compliance areas 18 x 162 = 2.916 sp ft 90-533 1 Landscaping for parking and One tree per 72 sf of required vehicular use landscape area In compliance areas 2,916 = 72 = 41 trees 90-533 2 Landscaping for Not completely in compliance, though parking and Two feet of landscaping security concerns merit relief from vehicular use required between buildings and this requirement according to Section areas vehicular use areas. g0-539 90-533 4 1_:,K,�< 5 planni.ng Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-001-TRC Regulation Required Provided Landscaping for Min. dimension of landscaped parking and areas must not be less than 4' vehicular use except adjacent to on-site In compliance areas buildings. 90-533 5 Landscaping for One landscaped island at least parking and 5' by 15 w/at least one tree Not completely in compliance, though vehicular use must be provided for each 10 security concerns merit relief from required parking spaces w/ a this requirement according to Section areas maximum of 12 uninterrupted 90-539 §90-533(6) arkin s aces in a row. Landscaping for The remainder of a parking parking and landscape area shall be vehicular use landscaped with grass, ground Not indicated areas cover, or other landscape §90-533(7) material. Landscape buffer Newly proposed landscape buffer areas 10' minimum width of street along NW 5'h Ave is not in §90-534(1) frontage buffers com liance Landscape buffer 2� minimum width of property areas line buffers In compliance 90-534 1 Landscape buffer 1 tree and 3 shrubs for each areas 300 square feet of required In compliance §90-534(2) landscaped buffer Landscape buffer Trees may be planted in clusters, but shall not exceed areas 50 feet on centers abutting the In compliance §90-534(3) street. Landscape buffer The remainder of a landscape buffer shall be landscaped with areas grass, ground cover, or other Not indicated §90-534(4) landsca e material Species When more than ten trees are diversification required to be planted, finro or In compliance §90-538(c) more s ecies shall be used. Trees and shrubs shall not be Tree spacing from planted in a location where at utility structures their maturity they would In compliance §90-538(d) interfere with utility services (in accordance with 90-543 . Tree shading Trees should maximize the locations shading of pedestrian walks In compliance §90-538(e) and arkin s aces. Landscape area Landscaping shall be protected barriers from vehicular encroachment In compliance §90-538(g) by means of curbs, wheel sto s, walks or similar barriers. I�,rz,!� g planni�i7g Staff Report Applicant: Okeechobee County Site Plan Review Petition No. 21-001-TRC Regulation Required Provided Plants required to be installed Drought tolerance shall be elected from the South §90-540(a) Florida Water Management In compliance District's Xeriscape Plant Guide At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Florida Water Drought tolerance Management District Xeriscape §90-540(b) Plant Guide. However, when a In compliance landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant s ecies. Trees shall be at least ten feet Min tree size high and two inches in §90-540(c) diameter measured four feet In compliance above ground level at the time of lantin . Prohibited Species listed in §90-542 shall species not be planted. In compliance 90-542 Sidewalks Sidewalks required adjacent to Sidewalks already in place § 78-36(a)(1) ri ht-of-wa All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half Lighting horizontal foot-candle power of In compliance § 78-71(a)(5) artificial lighting. Lighting, when provided, shall be directed away from public streets and residential areas and shall not be a hazard or distraction to motorists travelin a street. 1 ;�K„� 7 planniny Staff Report Site Plan Review Applicant: Okeechobee County Petition No. 21-001-TRC . .. . The proposed plan does not meet the strict requirements of the City's landscaping code, though the applicant has provided a a plan indicating the areas where landscaping could create security concerns. Section 90-539 allows the TRC to approve alternative landscape plans. Therefore, in conjunction with the requested site plan approval, staff recommends that the Technical Review Committee members approve the landscape plan proposed by the applicant with slight deviations from code to accommodate the security concerns of the Applicant's architect/consultant. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: An alley use agreement or right-of-way vacation agreement should be approved for NW 4th Street. 2. 3. 4. 5. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90-534, or the site plan should be revised to meet all landscape buffer requirements. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. Submitted by: � � ��_.__ Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: July 9, 2021 TRC Hearing date: July 15, 2021 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs t.:,R�,� g ��Iarininc� Staff Report Site Plan Review � - o_ � 0 � J ' - Q � LL! � Z I H I � O � � � Q y . _ � m Q W � .�� ' _ ,� 7�0 9�7 102 Applicant: Okeechobee County Petition No. 21-001-TRC FUTURE LAND USE Subject Site and Environs � U '�-� U U �-�� s s , 8 gs I� �►, _^ 1M� -=�� - �.=---- � �r+ "1 �� : , .. ��t� r � a _� 29 � F� � r e e �a +� �s . COMPREHENSIVE PIAN LAND USE s:r�r-.�E - �,ar,�,�r � ��IULTI - �AFAILY - vC�h.9FAERCI!+.L IN��?RI.�.L P'.J6L C =AG:LITIES RE31=iE�dT A,L h1'X.E=� JSE � �� g ptanning Staff Report Site Plan Review s 70 - __ _ Q 3 I, 2 � I I�' O I ., � -- J i Q o i„ ,� �I � w _`_._ Z J i-' 3 2 Q O �_-: ; U � ,o„�: � ;, Q --- - o -�--- � 3 � � � �---_; :o :,� ,z �I �� Applicant: Okeechobee County Petition No. 21-001-TRC ZONING Subject Site and Environs j� �� , ,� ; � . i� - I . I iy . y iu I ....___ _.. 10 70 10 ZO 10 YU 10 . � � i 70 �( 142 . I , _.__ - ....... . � f i j I � _ iS. .. ', 8�'i 5 1 i _ . , ` 71 :_ : � __72 __ �- �� , I, d �,o u�� `� � _ � . � . i _ � 96 95 • SU'b,��Ct� � . ° - Property : ; _ , 103 1Q4 , • _ � , �- h h I + " 1 ti 5 _ 73 - I _ , d . ,l � � � , _ — ---- --� . 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KITCHEN CONSULTANT: INNOVATIVE FOODSERVICE DESIGN TEAM CONSTRUCTION MANAGER: AJAX BUILDING COMPANY BOUNDARY AND TOPOGRAPHIC DATA P ROV 1 D E D BY: �� ' � � ( �ASSOCIATES �1 � LAND SURVEYING SERVICES �� E 31st Lane, Okeechobee, FL 34974 ricky.barnes@bsmsurvey.com 863.484.8324 LB 8155 \ - � SITE f.',�. •: t, . Hw 5�r� vw am s� P6 'r'YI '? i . , IVl'd : i1 : t NW Paric 5t � - `, � � � � { � m .>, -, ❑�. � � � :�i: �-��,i � u OKeechnh��a � � S � e � � � � Q +� p y � E 1! F. S` �, SW 5th Sl SE 61h 5[ � - s+� i 6m s� a C 2 sw,�s� � � n a � �'�' �,�, �. '.�Jalmart Superce�terQ r-`- � ' � N s w � � Steveh L, Do�bibs Eh ihee�ih LLC � �� Cor�su/tir�9r Er�9rir�eers .0 �;, �062 Jakes I/I/ay - Okeechobee, FL 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 TITLE SHEET GENERAL NOTES SITE SURVEY SITE SURVEY MATCH SHEET 2 SITE SURVEY MATCH SHEET 3 SITE SURVEY MATCH SHEET 4 SITE SURVEY MATCH SHEET 5 OVERALL SITE DEMOLITION PLAN AND EROSION CONTROL PLAN OVERALL SITE PLAN PAVING GRADING AND DRAINAGE PLAN PAVING GRADING AND DRAINAGE PLAN C400 C430 C431 C432 C433 C434 C435 C500 C501 C601 C602 OVERALL UTILITY PLAN UTILITY NOTES UTI LITY DETAI LS UTI LITY DETAI LS UTI LITY DETAI LS UTI LITY DETAI LS UTI LITY DETAI LS SITE DETAILS SITE DETAILS LANDSCAPING PLAN LIGHTING PLAN CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW Sunshine State One Call :� , Okeechobee County Jail ENGINEERS PROJECT No. 2019-030 � � t. �+c�r��':::t�� County • �.i-...�rt , r.w'5ahst � .�-n sr � . ;�� s�d ss � r ;t �! `° .., . . � �a {.� � a _ � oa Da° Q •� Q � O � S BEACH PIERCE )RT ST. LUCIE TUART IUPITER WEST PALM BEACH VICI N ITY MAP SCALE: N.T.S. INDEX OF SHEETS c000 C001 C100 C101 C102 C103 C104 CD001 C2�� C301 C302 LOCATION MAP GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall contact all concerned utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design to be made without prior approval of the engineer. 6. All construction shall be completed in accordance with the applicable ordinances of City of Okeechobee, Florida. 7. Contractor shall supply density tests to engineer on all sub-grade and base. Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards. 11. Erosion and sedimentation control techniques shall be incorporated during construction as follows: (1) silt screens shall be maintained at the project perimeter. (2) No off-site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surFace waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surFace material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ENGINEER OF RECORD INSPECTION REQUIREMENTS F.B.V. DENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE FEET FEET FEET FEET FEET FEET FEET FEET COMPACTED OR 200 5,000 200 5,000 200 5,000 300 10,000 STABILIZED GRADE ROCK BASE ---- ---- 300 10,000 300 10,000 300 10,000 SHELL ROCK ---- ---- 300 10,000 ---- ---- 300 10,000 ASPHALT ---- ---- ---- ---- ---- PER PER INSP. INSP. ALL TESTING SHALL BE TAKEN lN A STAGGERED SAMPLING PATTERN FROM A POINT 12" lNSIDE THE LEFT EDGE OF TNE ITEM TESTED, TO THE CENTER, TO A POINT lNSIDE OF THE EROSION AND SEDIMENTATION CONTROL NOTES -(continued) 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land-disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. D. Restabilization shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surFace, where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land-distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in conjunction with construction of each phase. 22. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion control criteria due to site specific conditions. EARTHWORK AND DRAINAGE SPECIFICATIONS 1. Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the project work in accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps, roots, grass, weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the exception of areas specifically noted on the landscape plans as preserve areas or as areas to remain un-cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing operation. Prior to initiating the clearing operation, all adjacent wetland and preserve areas shall be marked and flagged in accordance with the City of Okeechobee and South Florida Water Management District (SFWMD) requirements All such areas immediately adjacent to the clearing operation shall also be protected by the installation of temporary silt barriers in accordance with the requirements of The City of Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding and mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 2. Earthwork and Grading: All earthwork and grading shall be perFormed as required to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report, if available. The specifications and recommendations included in that report shall be considered as a part of these plans and specifications. Should there be any conflict between that document and any requirements of these drawings or specifications, the most restrictive requirement shall govern. 3. Paving Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to the requirements of the City of Okeechobee and Florida Department of Transportation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requirements of Sections 300-1 through 300-7 of the FDOT Specifications. Prime Coat shall be applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard, unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be as shown on the typical sections and shall in all ways conform to the requirements of FDOT. B. Base: Limerock base material shall be compacted to 98% of maximum density per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above and included in the Soils Engineer's report. C. Sub-grade: Sub-grade shall be compacted to 98% of maximum density per AASHTO T-180, and stabilized to a minimum FBV of 50psi. Sub-grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub-grade inspection. D. Valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extruding machine or forms as shown on the plans. Minimum concrete compressive strength shall be 3,OOOpsi after 28 days. Sub-grade shall be moistened at the time concrete is placed to insure a uniformly damp surface. Ready-mix concrete shall have a slump of between 2 and 4 inches. No water shall be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at least 7 and 28 day testing. E. Sod: A minimum of a two-foot wide strip of sod, or as otherwise shown on the plans, shall be placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981. Generally, the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This applies only to those areas not covered by the sodding specified in the landscape plans, prepared by Others. G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to conduct all required testing on sub-grade, base, asphalt and concrete. Locations required for these tests shall be as required by the City of Okeechobee, and/or in the case of the turn-lane improvements as required by the City of Okeechobee. At a minimum, testing shall be as recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated. H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. ENGINEER OF RECORD INSPECT/ON REQUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS: 9. PRECONSTRUCTION MEETING 2. DRAINAGE P/PE (UNCOVERED) 3. PAVEMENT SUBGRADE 4. PAVEMENT BASE 5. FINAL CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � ' � � I ' , of Florida, Inc. Continued: 4. Drainage Improvements: All labor, materials and construction methods shall be in conformance to the minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back-filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contractor shall provide the necessary back-fill com action testin re uired to demonstrate com liance with this section. The i e trench P 9 q p pP shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub-part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall be soil-tight. Pipe gasket shall conform to FDOT Specifications, Section 942. B. Corrugated Metal Pipe (CMP): All CMP shall be Steel, round, helical-wound corrugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number of joints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round, helical-wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CAP shall be installed at maximum lengths to reduce the number of joints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 435400C, round, only annular corrugations and conforming to FDOT Section 948-2.3. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All HDPE shall be installed at maximum lengths to reduce the number of joints. E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi stiffness when tested in accordance with ASTM Test Method D2412. There shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of 12454B as defined in ASTM Specification D1784. F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push-on joints (no glued joints) and shall be as specified for sanitary sewer construction, except that it shall be white in color. Any portion of the PVC storm pipe that may be exposed to sunlight, such as its outlet to the detention pond, shall be painted to protect it from UV light. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, and junction boxes shall be precast concrete conforming to ASTM C-478 and 64T. All concrete shall have not less than 4000-psi compressive strength at 28 days. Structure sections shall be joined with a mastic sealing compound. The remaining space shall be filled with the cement mortar and finished so as to produce a smooth continuous surFace inside and outside the wall sections. All openings in precast structures shall be cast at the time of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to ASTM C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast structures for his approval prior to fabrication. Shop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted grate. H. Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas shall be as follows: One test location midway between structures and one test location adjacent to each structure. Engineer may request additional locations. Testing in each location shall begin in the first foot above the culvert with tests every two feet to within two feet of the sub-grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99. I. Control Structures: Shall be constructed per the above specifications for Inlets, Manholes, and Junction Boxes except that the structures shall include the bleeders and weirs as shown on the detail. J. Rip-Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at the control structures and the downstream bubble-up structures. The rubble shall be of material and placed in accordance to FDOT Section 530-2.3 (material) and FDOT Section 530-3.3 (Construction Methods). Should broken concrete be used as the rubble, it shall be free from reinforcing bars or wire mesh. The contractor shall use care in the placement of the stone so that it is not dropped on thew fabric in such a fashion that tears the fabric. The fabric shall be as specified in FDOT Section 985 and shall be of the woven design and as specified for use with riprap per Table 1 of this section. The bedding stone shall be of the type typically used for drainfield rock and shall meet the requirements of FDOT for drainfield rock. Hv � J �� J � � � }�� n Q m � � ��-� N = N"� � �� Y � M � a�� = O� � � l0 U aj � � � ,� �� Oa � W � w a m 0 0 Z > � > m z 0 � 0 0 a 0 z a z 0 a � 0 _ � � Q z w � � � � � 0 _ � � � Z � � � 0 0 _ � z 0 � Z a � a 0 � 0 z Q LL � � � 0 � Q a w � a Q . 111111111� - 111111111� V V z � O LL � � � � Q N � u. O � Z � W {,/) = 0 0 � � � �/i z p Z � � � w � Z z0 a � Q = � �HW W w � V -� W 0 � (, ma � � = Q V � W 0 � z oa � z � � � 0 0 _ � JOB No.: 2019-030 SHEET C001 oF 22 OKEECHOBEE COUNTY'S SHERIFF'S OFFICE LEGAL DESCRIPTION: ALL OF BLOCK 95, 96, 97, 102, 103, 104, AND ALL THE ALLEYS WITHIN SAID BLOCKS, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 7TH AVENUE (FORMALLY KNOWN AS OKEECHOBEE AVENUE) LYING ADJACENT TO BLOCKS 96, 97, 102, AND 103, FROM THE NORTH RIGHT—OF—WAY LINE OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT—OF—WAY LINE OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 5TH STREET (FORMALLY KNOWN AS ELEVENTH STREET) LYING ADJACENT TO BLOCKS 95, 96, 97, 102, 103, AND 104, FROM THE EAST RIGHT—OF—WAY LINE OF RESERVED TO WEST RIGHT—OF—WAY LINE OF NORTHWEST 5TH AVENUE, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUB�IC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF RESERVED RIGHT—OF—WAY LYING ADJACENT TO BLOCKS 97 AND 102, FROM THE SOUTH RIGHT—OF—WAY OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT—OF—WAY OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH ALL THAT PORTION OF NORTHWEST 6TH AVENUE (FORMALLY KNOWN AS SEMINOLE STREET) LYING ADJACENT TO BLOCKS 95, 96, 102, AND 103, FROM THE NORTH RIGHT—OF—WAY OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT—OF—WAY OF NORTHWEST 6TH STREET, OKEECHOBEE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. THE SURVEY DATE IS DECEMBER 21, 2020. 2. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY, AS DEFINED IN CHAPTER 5J-17.050(11) OF THE FLORIDA ADMINISTRATIVE CODE. 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. COPYRIGHT O 2020 BY BSM & ASSOCIATES, INC. 6. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS THE CENTERLINE OF NORTHWEST 6TH STREET, SAID CENTERLINE BEARS S 89°49'06" W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 7. THE COORDINATES USED HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), AS ESTABLISHED USING REAL—TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) SURVEY METHODS. EMERGENCY OPERATIONS CENTER 8. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS ESTABLISHED BY NATIONAL GEODETIC SURVEY (NGS) CONTROL POINT "R 22" HAVING A PUBLISHED ELEVATION OF 30.32' (NAVD88). ELEVATION DEPICTED ON THIS SURVEY WERE OBTAINED USING REAL TIME KINEMATIC (RTK) GPS METHODS WITH AN EXPECTED ACCURACY OF +/— 0.07'. THE CONVERSION FROM NAVD 88 TO NGVD 29 IS AS FOLLOWS: NAVD ELEVATION +1.2' — NGVD ELEVATION. 9. THIS SURVEY DOES NOT HAVE THE BENEFIT OF A CURRENT TITLE COMMITMENT, OPINION, OR ABSTRACT. DURING THE COURSE OF THE SURVEY SOME SEARCHES OF THE PUBLIC RECORDS WERE MADE, BUT THESE SEARCHES WERE NOT EXHAUSTIVE AND SHOULD NOT BE CONSIDERED A SUBSTITUTE FOR A PROPER TITLE COMMITMENT, OPINION, OR ABSTRACT OBTAINED FROM A TITLE AGENCY OR OTHER TITLE PROFESSIONAL. 10. THE LEGAL DESCRIPTION OF THE LAND CONTAINED IN THIS BOUNDARY SURVEY IS BASED ON A DESCRIPTION THAT WAS COMPILED BY THE SIGNING SURVEYOR. 11. THIS SURVEY DELINEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON THE GROUND, BUT DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS. 12. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. 13. ADJOINING PROPERTY INFORMATION WAS OBTAINED FROM OKEECHOBEE COUNTY PROPERTY APPRAISER OFFICE. 14. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY INFORMATION SYSTEM (LABINS) DATED 2018 AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 15. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X PER FEMA MAP NUMBER 12093C, PANEL NUMBER 0480C, WITH AN EFFECTIVE DATE OF 07/16/15. `�� 31st Lane, Okeechobee, FL 3�. :�.,� �°�! ricky.barnes@bsmsurvey.com ��'�,�u� Q��n, �_� ��.!�� LEGEND: � (C) 0 C.B.S. C.E. C /L � C.M.P. �O D.I.P. ❑E ELEV. OR EL x � F.F.E. FND GPS � INV. LB LE � NAD N A VD O.R.B. ❑HU — PG. P.B. (P) P.V.A. R/W s0 SAN - l� � STM - � � a � F.E.C. � x2°' 0 F.E.C. H.D.P.E. R.C.P. OO O ADD. � BACK FLOW PREVENTER CALCULATED DIMENSION CATCH BASIN CONCRETE BLOCK STRUCTURE COVERED ENTRY CENTERLINE CLEANOUT CONCRETE CORRUGATED METAL PIPE DRAINAGE MANHOLE DUCTILE IRON PIPE ELECTRICAL JUNCTION BOX ELEVATION FENCE LINE FIRE HYDRANT FINISH FLOOR ELEVATION FOUND GLOBAL POSITIONING SYSTEM GUY ANCHOR INVERT LICENSED BUSINESS LOWER ENCLOSURE LIGHT POLE NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM OFFICIAL RECORDS BOOK OVERHEAD UTILITY LINE PAGE PLAT BOOK PLATTED DIMENSION POLYVINYL CHLORIDE PIPE RIGHT—OF—WAY SANITARY SEWER MANHOLE SANITARY SEWER LINE SANITARY SEWER VALVE SINGLE SUPPORT SIGN Z STORM SEWER LINE Q UTILITY POLE WATER VALVE (.j WATER METER � FLOOD LIGHT � FLORIDA EAST COAST � EXISTING GROUND ELEVATION z PLATTED LOT NUMBER Q FLORIDA EAST COAST U HIGH DENSITY POLYETHYLENE � REINFORCED CONCRETE PIPE Q WELL LL BOLLARD ADDITIONAL ~ UTILITY SERVICE BOX v SCALE: 1"=100' 0 50 100 200 FIRE STATION #1 � �� 0� ��0�� , �� 8� � 5��, �� '�ASSOCIATES �1,1 � ., � _ ' , � � LAND SURVEYING SERVICES LOCATION MAP & KEY SHEET: (NOT TO SCALE) yv � J �� .�}�� O ., Q � , � ��N = c/') 00 J '� Y �m � � � N � 00 � �o�� >� ��o � � �a !� _ W � 0 z a 0 � � V z � O L�L � L�L � � Q Ni > L1. � L�L Z � W _�� W v) z o � � � w � �O� N = W � H Y H v � O Vi W � ma � J =Q V W � � Z oa � z � � V 0 0 _ � JOB No.: 2019-030 SHEET C100 oF 22 - - PLOT DATE = 2021/03/02 SITE BENCHMARK #1 SET 1/2" IRON ROD & CAP g �o� STAMPED "BSM LB 8155" EL. =30.58' �,o �. �� o � x�° �:� x 50,0' 50,0' I R/W LINE 35�0' .,�o � � � 50,0' �� EDGE OF PAVEMENT �o� � i so,o� � C/L NW 7TH AVE. (� C/L OKEECHOBEE AVENUE (P) , y 35,0' EDGE OF PAVEMENT � R/W LINE � �i I I y g 1 O Q S �L L' � ��, O� '4�', O.�' j� � jo � I � �o x� .� �� x� y s � x ,� x x C/L NW 6TH STREET (� S89°49'06"W � a a C�L TWELFTH STREET (P� oo �o �(BASIS OF BEARING) � Q �o. o- ,c�� o� �,o` c� ��`� � 06 ��s_ `�o Zg� �� 5 TOP OF BANK �g� P.O.B. (�AIL Nn�CE�) ' �� 35,0' is" R.c.P. w/ M.Es. s �o� 35,0' ` � fl p 3 � � � � � �7� �I . J . -SET 1/2 IRON ROD & CAP 3 0 -- � STAMPEQ� BSM LB 8155 ° �� Nv� E�Ev. �z�.a4 � � �� a � g � +'�o -� ,�5 �`�-� ----�-, � � -� � TM STM - STM ST ---------x�------------*�--------I � � g --'E�---- TOE OF SLOPE ❑W �o� �� ^�� --��------------�--- � � --�----t �-4'� ,� � �9 w . 18' R.C.P. W� M.E.S. � ' �� o� ��- - - - - - S89 49 06"W 954.18 �C� �g � �y �' � �o ` 98, wv. E�Ev. = z�.ss' � 50.00' � ,o� 37 150.03' (C� 150.00' (P� o �° ,,�h c� 100.00' (C�(P� 30.5 � �os pa pa � °�� r- �.�� 142.53' (C� 142.5' (P� TOP OF BANK r 15.00' �30 E �»�� 3 � �� 6 �0�� E❑. �� g.. < � Q , ,� _ �� ? � Q � � � " `L �°` ti�` TYPE D CURB �5/ o 'S• �� 6 TYPE D CURB 0 �'L �� 5 �� 0 N � ,�� y x �� - �- -- - - O � O. 0." 0- �� `�� `�� EDGE OF PAVEMEN `�� 3� `�o �� o EDGE OF PAVEMENT o, � `�O � EDGE OF PAVEMENT �� 6- �O- ASPHALT �o- �8� �� 6' ��' RIM ELEV. = 30.28' �� RIM ELEV. = 29.88' DRIVE 15" H.D.P.E (E & W) ASPHALT 15" H.D.P.E (W & S) RIM ELEV. = 30.26' INV. EL.= 26.86' DRIVE INV. EL.= 26.51' � "� � INv. EL.��27.24� "� � STM - TM "��g STM - STM - ST "�-� STM - STM �� STM - STM STM � ST�.x - o � xS�� x�o� 4 ASPHALT x�o� STM - STM.x - STM - STM -�TM I 12" H.D.P.E (S) 1 S� �0 �� y� �� O DRIVE ��5 INV. EL.= 27.24' 79�9' � l� 'I 'I 6 6 `O �� 0 , o�' 0 � 2 � 2 0 O 6 6 6 � a 9 O 9 � 6 c~i7 `L o � ti � �x I ��. ��1� �� 1' �x ,� ,-- C9 x�j�� 1� x�� x�1� "� x�0� x�0- �O� �y0� �0� x�0� �� ' � _ „O 'S �'��`L 0- � �� , �� . � i `3! � , � � � � v .� �j� � �� ? y� �` �� a o �� v', � `" �v '7� � �� S `L � �� '��' �2' � � � �� .�'L � 'I c� � � �' �0 � �'�'L � 0 _ �O � �0 � �� ,O � � � 'S ��' �0- �� 9 '`� � �05 � �� 6 �� CONCREfE �� 0� �9 � � � � �� I I � � � . �. � � i � � . �`�� ,0 � �o. �f� I �� KEY PAD� � +� � � ,� - - - - - � �, � B �O. - - - ��5 � �°� �ti` �'��y� ��O EDGE OF PAVEMENT �� y�`L EDGE OF PAVEMENT�� ti �� a �� „q°� EDGE OF PAVEMENT ��0 �0 �0 �� r 0 O 9 � 6 � 'I, � � 'I" � � �2 0 , �2 I ti 32 � �1'C NCRETE SIDEWALK 4� �� 1 'I �� 1 'I CONCREfE SIDEWALK �' �1'' � � � � � � � � 2`�g � �� L' `L' `L' 2' 3 �� ,� � �� °� �S' �� ' � �j� � x�� g °� �,�r g c� `b CONCREfE SIDEWALK o �. 321' -� - - � • � _ 'I x ��.� � �� 'I � 5 B B � � CONCRETE RAMP � �a�� CONCREfE WALL �� ' � � � � �� O � � N� � Q � � � 0 �� . � �' ^i � COVERED '"' 3 " � I I �� 5 TOP OF BANK 8� � �NTRy g � g � g � � x� ' a� � � �❑E „ � � � Q I I a , a X � � o" / \ _ „ w �� ' x�0�� z � � M44,3� � � CONCRETE WALL � � � II � w � m g� ��°_ _ _ _ TOE OF SLOPE _ _ _ ��g 37.s' _ ❑E � W> � a � I x � ------- �g x 5`-'�� ro � � � � - ` - - -�- - - � � a �� o �' �g. c� �'_ -�o �� n�x -� 50 � ��X '� �o � � w w � F-- � Q � O O J Q U � � � w z ` 3 � � ."� � i � SCALE: 1"=20' 0 10 20 40 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW i , � � � , � of Florida, Inc. 50,0' O � � 4J �.L � U o z � x '�' � w `L� � � ��' a -� o �si.s' � EEE II � � '�� X � i� ,, o � w 9 / ------ � � ��. � �� 100,00' VACATED R/W " � �oSX � x�� M (FORMERLY OKEECHOBEE AVE.) "� E❑ i I U � "�� 6 �� / �i � H �� X � �� ' RIM ELEV. = 30.24' � � Y � PARCEL ID: g i5" H.D.P.E (N) �° z w I I 14,9�-� X- X- X 148 SINGLE STORY GARAGE 3-15-37-35-0010-00970-0010 �'1 INV. EL.= 26.26' m o F.F.E. = 34.13' 18" H.D.P.E (S) � X � � I , �� 3-15-37-35-0010-01020-001a INV. EL.= 26.22' -��i � � x x�s�� 3-15-37-35-0010-00950-0070 0� o �� 03 3-15-37-35-0010-00950-0010 a �� '�' ~ ol � I "� w � o o � 14.794 ACRES f i x�°� `� � Xw � I �� S U O O 35 3 �� ' Xz O O 3 0 Y � ,�g � � � I'7 � / o p ? + 13.1' � � � J ��h � � ^,,� � �^ ,� � "\ ^ I O Xa I `�� " _ + � Xz �.s� \ / ��" ��`� �� , .-. �� ° �tiaa BLOCK 96 � a i \ / �'> a x -+ �� ,�` � � � BLOCK 97 �CovER�� +�ti� +�ti� �� oa 3 X P.B. 5, PG. 5 � Q � P.B. 5, PG. 5 �R� �, �, � � ; 50,00 VACATED R/W � _ �Q. I � , � oo � � ^ J � o RIM ELEV. = 31.24' o � � � CAGED WF�LL � I J (� �"' 12" H.D.P.E (S) "' � 227' � � o N IM � I � �� x�� INV. EL.= 28.21' �`L 'L. �. � _�'� � 3 � O X 8„ H.D.P.E (E) _ � � �' S � � � INV. EL.= 28.21' � U� ,;�°� � � I O �°� � � STM �� w ��:�: x i„� Q X TM x�� 51.0' _ 33.8' M O �.� � �,`L� �2� � x�'� � x°� t/) � � 7 � �� ° R�M ELEV. = 33.66' / � � � a 3 � U �� 5 �INV. ELEV. = 31.8' � � -- O O � x � � � � j, j x 6 r7 r7 I � o I W X,�� " SANITARY TANK � �� ELEC w �� CAGED �WELL � p � rn � �`' �^�� RIM ELEV. = 33.68' h ,�6 � w x� � ��' �0�' O x � � � �� c� ��^�� E � � 26 2� � � d � � -� � �� O�"� �` �� $� �� ' �� X X - X +� +� ,,��`��g � 3 50 � x � i �. � � I 0 6 �� , S � < ro � � �� x� � �� ' � �5 TOE OF SLOPE �,�� - � �� v�i �� '�� /a � 3 0 � �� a _ - - - � �� o .�� C�L NW 5TH STREET (F) �yg ` C/L ELEVENTH STREET (P) - - - - - - - - - - - - � - - - � - - - - -�� - - - - - - 33. �' SANITARY TANK X X o "��`� ��.1 g y� � x , LIFT STATION I� �; RIM ELEV. = 33.70' � INV. EL,EV. = 33.69' FUE TAN SATER �� w �� I INV. ELEV. = 23.55' ��' +'� -- +�ti5 +� � X o X M � 2 x x c� �� I ��' 24" H.D.P.E. W/ M.E.S. � � a � �0 � � �a � � o "�o� J �� INV. ELEV. = 27.20' TOP OF BANK �,2 � �� L � VAULT QE � �6' � y� �` ��'� � � � �� `� � � � ti �ti ae.o', , X- X- ` �`� _ STM - S'� ��'� M ti�� X �� STM � STM � STM + ��6 � �� 7 0 N �2g i � _ STM ag � �,o�� x^�� `L y �� v�i 'I' a � STM � STM -�- STM �� RIM ELEV. = 30.70' ,�� "ti x�a �a 'Lag ��$�, � � x � �� ^�� ' M a - - � x-�� 18" H.D.P.E (N) � /- X"�X - X- X- X- X- X � CHAIN LINK XENCE X X- X- X- X- X� SThk�' - STM - STM - STM - STM - STM - STM - STM 5 STM � y� INV. EL.= 25.68' �o� �� ( � 8 T �� DUMPSTERI� 24° H.D.P.E (E) �.�o � 9 INV. EL.= 26.68' / 31 �� x I �o ENCLOSURE x X x � 32" H.D.P.E (W) �. 32.3' - 8 RIM ELEV. = 32.27' INV. EL.= 26.68' . a SHED � S t/� h RIM ELEV. = 30.80' 'I x2 � x�� 32" H.D.P.E S 32" H.D.P.E (E & W) �� 1 � � �� `O �� ,� � .- � '" � 3 �� INV. EL.= 24.77' ANTENNA TOWER x� �� O a " °' ca INV. EL= 24.04' 4" P.V.C. N 2 ti. " X SHED a 70 `" �,0.- I Fj Gj � 31.1' X I �� 32" H.D.P.E (E) � ) I INV. EL.= 24.20' INV. EL.= 30.82' �� 5 X 32.3' I ��. 12" H.D.P.E (N) � �; " �.� w � INV. EL.= 24.10' �`L� x�� x � ,�Y,g g0 Xv � R 1� w x � w X 3 � � � � � +�� . � ' x -�X x`1 ��'L°' o x`Lg �` '); _ � - +'S + � � w � � z x`1� � � V 32.4' J Y �X Z XZ X � � �� z zX � SHED a � v 3L2' � 3 x� � � g n � ��.7 CHAIN LINK FENCE X ZX U 3z4' "� 4 0. 1' o X a SHED 15,O;x--x�x-x-x-x-x x-x- x x x- x- x x- x x- x- x- x- x- x� x- x- x- x- x- �x = � I ��0� ��. � v �x � CONNEX BOX � 31 2. � � � 40.1' - - � J � x � �` x �� - E X - X - X - X - X - X - X - X - X - - X � I � O X��`o � � c�" x��`'�x X � X 1 X- X- X- X- X- X� X CHAN LINK F NCE W/ RAZOR WRE- X- X- X- X 3 _ _ _ � � ��. +�g. +�g. I �+� d o� �o� �256 x X " x 15,0' � , 3 � I I � �oo VACATED �° a� x�° � x-x-x-x x X ALLEY I � � � � X 142.53' (C) 150.03' (C) � I i 3 �--� 150.00' (P) � / � X X 6 147.5' (P) / �a�" � �� +� ti � 5 � +�� +�� X Xo � � + � � � � �� ,� . � N I 3 � ��i � x 50 � I \ R �I a I X 3 I 'L � Q X U ti�� o� � � I I � ��' RIM ELEV. = 28.38' � m � �,�5 �� 32" H.D.P.E (S) o I o Y �� `L + x� I3 w x + -� � I g0 o � � � I � �9 C� 3 , � � INV. EL.= 23.06 p a 32" H.D.P.E (N) '- � o INV. EL.= 23.13' I 70.00' VACATED R/W �� (FORMERLY 11TH STREET) � I - - - - - - - - - - - - - - - - - - - - - - - i -• M ATCH SH EET 4 XJ / � I � 70.OQ' VACATED R/W + y�- " x (FORMERLY 11TH STREET) � 9�ti� I � ��ti X � +�� ti�� X g + �, / + + ----------��-------- �------�-� yv � J � J �� O} � � o n � � � o � z 0 ai�`y'� o N Q ■ � N � � o �� w N ^ _ � L Y � M � Q � � � � � � O � o N `� a � � l0 U aj LL �=o�� w �� S o � � Oa o � J � LL yW � � W H � z V w � O z � � z Q Q N Q N w N � W w �� W �"� Z o = w - W � � Z / /� w A/ V / w W ��r� � � _ � � � � V z � � N Zo � 0 � J o Q w Q z �ZZo � z � � _ � o v " � � W W w w � V _ � � �WOo � w W = Q N � M w W C7 ° � J W � ~ - � z = Q � (,� � �f o W 0 �^ W�/ i � � O � JOB No.: 2019-030 SHEET c_ oF _ � I I � � I 'o 0 6 0 � ��g 5 � I �Y� a`o U4'' � � C/L NW 6TH STREET (� C/L TWELFfH STREEf �P) g� EDGE OF PAVEMENT g� �o,e �05 5 9� � °�5 °�� ti g � �� R ,�g � �� 'L� � �9 � � `L �� 1 � �. ��, , g0 3 g0 �g9 �g � � �� STM STM - STM - S � STM o o STM STM - STM - STM - STM - STM - STM - STM - ox tix ---�------ -------�g------------�----- �� 9 g. ��o � �. ,�g. 15" C.M.P. �E) 0 � �g. INV. ELEV. = 27.10' `�-�� 3 � �� ; �, S89'49'06"W 954.18' (C) �9 S ,�g � _ O � � 2 O � � �� 9�X � � FND 5/8" IRON ROD NO IDENTIFICATION � � SITE BENCHMARK #2 SET 1/2" IRON ROD & CAP STAMPED "BSM LB 8155" %� EL. =29.00' N � lg . �a� � Fi%�� o"t 6/� J9' 142.53' C 142.5' P ga 70.00' -- �" �" � x 300.09' (C) •ti� ti r, �`� �9� gb � � � � , %� RIM ELEV. = 29.13' � � � 2°'� �� 29� 30�.�0� �P� � �� 2°�� 9 ,y9� �98, �_ i �� ti��Q �� is" H.�_P.E. (s) 3 � i g i �o ADD, z 35,0' 35,0' INV. EL. - 25.46 SIGN �. o� o� o` o` is" c.M.P. (E) I coNCRErE ��g ,o �o0 16,0 -e-�PER PLAT PER PLAT �g� INV. EL. = 22.98' � o � ❑E " R�W � � g 'I `Laa a 5 , i i5" c.M.P. (W) I � �� 33,5' SET 1�2 IRON ROD &�P �g �a� x,�a x�a x�s 15,0 INV. EL. = 27.06' �, STAI�PED "BSM LB 8155" � VACATED FLUME FLOW EL = 28.11' � " 6 5 � g6 � � ALLEY � 3 �` 44,6' 9- o� �o �o� , � � � i I��. ��. ADRVE� x�� x�� x`L`�� x��'� `�� x � ,Zg`�' .� � ��.'�� CONCRETE '�� g� � � I �01 I �06 �oo y0 1 y0 � � �� I � " �� Jg°� o� EDGE OF PAVEMENT g°� J�0 a� I � �a g CONCRETE SIDEWALK „�, � 9� g� � �g. `Lg `� -� � �g � 2°' g �' O � O O 5 �S ,�� ..�a. � � �-�� a'I ------�-�a -�� -- ------- �� ---- I I N� � II � � I I W � W� I S � +LaS r /� aa � 142.53' (C) v i ( �_ +2 � ,tia 142.5' �P) = BLOCK 96 I I P.B. 5, PG. 5 20,0' UVACATED � I ALLEY 1 � I � 142.53' (C) 142.5' (P) I L I I I I II �o� g� ------------x2a0 -�------+---�------ I 5 2a � �a �- z w � > a � O w i " � ,,� �� . �� ti 29.2. �' 2°' � �ati I x�� f � � � x29 f � N f � v~i q, 9 x�- � x.L�. RIM ELEV. = 28.92' 15" C.M.P. (N) INV. EL. = 24.84' � x2� 0 x2°' � fE 5 x2g� xti�. ti � �� g � I � � �� =. �_ INV. EL. = 25.49' N o RIM ELEV. = 29.70' X 4" Pvc �E> BLOCK 95 z� o iNv. E�. = 2a.�a' P.B. 5, PG. 5 �' �� :�' ��- 28a.o8' �� x 3oo.oa' (c) 300.00' (P) � �-�� x�� s. ,2�� a � ,�g � 20,0' � z c� ` + ��° VACATED +2�� + ALLEY +�a9 p 0 �g�� ti 300.08' (C) � 300.00' (P) � � � �� I xtig� x�a� x�� x �� xti`�� ,ti��' . � �� 8,. I I � � '�a 2� � +�g 5 2� � �� 5 ,2°' �/�/ � + g6 Z '�� +�� +29� +2g� +� � � � � � 6 g`O EDGE OF PAVEMENI� g� � �yJ PARCEL ID: � 3-15-37-35-0010-00970-0010 I � z� I a� W 3-15-37-35-0010-01020-0010 � � 3-15-37-35-0010-00950-0070 I � � 3-15-37-35-0010-00950-0010 � W o 14J94 ACRES t 2a. ' 3 c� w � � o 1 v 'L �O� 1 � 0 28_d Z S. a� Q c< �0. ��. +�� +�� c� . +��. 2g> g� I X�g'L X,Lg. ¢ Q w ti � J J ti� � � � � I I � �� 70,00' VACATED R�W 30�2' � Psa,RKiNc �,� �a � a5 ag � V U � x`L p I Z "ti x`L x'�°�' � g. ��°�: �'�g' I i o (FORMERLY SEMINOLE STREET) ^ I ¢ o � "' 3 � x �'� � � 28.1 ' � � 'I 'I� � �' g � g � 'I, x��' x`L�' I O I � � � g 2°�' x�c _ x � x�L � �S� � ^ o � , � 6 0 ,L�`� --- 28.5' X- X- X- X- X- X- X- X- X- X- X- X- X- X� v O ��' +�� +�0 y�o ��b '�O '� �0 2gh I Z ^^ CHAIN LINK FENCE � � �I � � 1 1 12 + � � �� 5° � 0 0 � � �� 10 , �o � 1 1 12 `�' � � r7 O q,°' � O a� �0 � � O ASPHALT �� - v � Q "2 "`� "2 x`L°' O DRIVE v 0 0 � X2g� +� 9 g6 �9� � � � I � O 9 o so.s• �� 'Lg5 I x �a o �o. I CONCRETE CONCREfE �I o� � SLAB SLAB w � � �� m z 9� � ,�g� ,�g.`' zX �� i .� � � � +�� j � � I + o c, Q � M SHED � M x`L�'� � O �0� �� 1 �`L��'� Qx��O' �� 06 "S�8 + ` d O V ELEC � � w C.� � o, � � x��' � w � AC 60.7' 29.7' � a �� O� I X- X- X g-� X- X-�C - X- X- X- X- X X- X- X- X � X j yX I O �x-x�� -x x �y_x-x-x-x_x x x-x-x-x�-=x� ��o �o� x�,�� 2 � ;�� + �o g � �0 6 X X �� YARD DRAIN x�� o�' �� B I,�� I RIM ELEV. = 30.27' 0 + + I X �� YARD DRAIN x �0�' RIM ELEV. = 30.42' � a + 3��.�8� �C� � � 142.53' (C�}� 8 142.5' (P) "�� _--� �° � �� 300.00' (P) o� �a � c� I X X�O 5 � +,� 1 �O x +�2� o� +�� x X �2 g 5 � ss " , �� ASPHALT MILLINGS I 6h � X X o5 � � �`L� �ZS +� � `L x � X � �� 70.00' VACATED R/W X � � 70.00' VACATED R/W I (FORMERLY 11TH STREET) �� +�° (FORMERLY 11TH STREET) � +�.� � X X +�'j0 � � � +� L a CELL BLOCK X X�2� x � �� ` �� ^� ��-��-� M ATCH SH EET 5 o? �o � g a � q - - 2� �� X w Z m U w � Xw g � L� a o z �� d J + L� d XZ o� Q Q � U w X 6 X �1. � � Y � �� o� w FND NAIL & DISK �1 � o NO IDENTIFICATION FND 3"X3" CONCRETE MONUMENT STAMPED "HOOVER" � _ � �q � O � EDGE OF PAVEME_NT � J LINK FENCE I % � + �g ' I O 00 a ��^' � � �g.� I � r � I I o / z a � 28 J' � 'I 0 �� Z' x'��' x'�°�� 9� g5 �0,.5 �.g� a �' = x2 �`� . x � + ¢a �3 0 � I � �a. z q J �� . a� � w z 3 � � i_�� i R/W LINE 2 �° ¢ ADD, 35,0' 35,0' �� IX �� _R�W�PER PLAT PER PLAT `L �°� � � _ �� + I � + +�g . � O � z , x a ^ � v � La� x � �� R W LINE - = i z`-`; o� `�� p � � � � U c� �� .`b `b ,�g � � � � � �g � x �9 � ,�°' �' x `L`� . ��g . �a. 0 ,� 6 x � �n � 4 ' +�� +`L�' " RIM ELEV. = 28.70' � � �� 0 +ti� Z S 1� x� � - � � o �' o ` g � �' W � g � �,> � o �` � �o� coNCR�E si�Ewn�K ,�� z YOU DIG IN FLORIDA, IT'S THE LAW 0 1� 'j�� U Z , Q � � O � ' , � '� � �� . � � � � � � � � � i x SCALE. 1��=2�� of Florida, Inc. 0 10 20 40 I 35,0' FND 5/8�� IRON ROD� NO IDENTIFICATION � � "`i� xti°'' x� � i +� j COV�RED �1TRY � CURB INLEf �a�,3 � � � � 0 �q�� ; a � RIM ELEV. = 28.17' �g . 44.1' � I � 0 40,0' STM - STM - STM STM - STM 45.8' "Q6 '�'^ �CURB INLET �� -Ni X i17.4' 22.7 � RIM ELEV. = 27.51' 3 6 � � � ti�� "�� "�� ❑HU ❑HU ❑H �a` I� SINGLE STORY LIVING AREA ��o �B 70�00� VACATED R�W " a F.F.E. = 30.24' � ��3� CONCRETE SIDEWALK � �O (FORMERLY SEMINOLE STREET) o I M , �+ o`� � O L4' `L� � 'I 9 i �j ASPHALT � � 'I g x`� x�-� � x`La x�"p . DRIVE � x �g � �, � � NbJ+ � `� x29 - x�g � � � � � � � � �B' �� - -',0 � � - � 32.6' 48.5' �'� x� . � � � o SINGLE STORY GARAGE � �� NbJ+ � O w � I F.F.E. = 30.20' �� // AC v� B I _ � \ d � i ^ Nb s� � O o� � SCREE�f ED PORCH � � o ,r ��_ y� � O O � i / A � � z � 0 O _ .�° � � � J � � � 32.6' � \ 31.5' tn � �� O 9 � g �� "-g� ,g� o � �cv� gS � gpN 2�� Y � � 2� ,� I / �9 �m � _ AN � � a5 ti �' 9� CONCREf� SLAB $A� � g Z w 2gti 2- �, x2� x,�9 x2 I ac a i AN �� 2a ¢ � � 2g � S w w v� � 3 117.3' �g� �96 ��a`i� ,�9'I � Sp'N � w RIM ELEV. = 28.89� w SAN 2g ,� ��, a„ P.v.c. (s) � RIM EL . = 29.17' � o �VERED �� GRILL � � �� INV. EL. = 26.65� z I N� SA �� g'i a" P.V.C. (NW) Z o 15" C.M. .(S) o qR�q � SA �� 7 I ¢ f INV. EL. = 23.92' / 4 1'� SAN , �, 2� INV. �L. P.V.C� (N) � � ~ 15" H.D. .E. N ° � INV. EL. = 26.80' �- � S 'I o `L a� � INV. EL. = 23.29' � �` �� SEPTIC TANK F' 3" P.V.C. (SW) 6, �� `L�� x'�a� x�L�� x`L�� xL°�� x'L'' x�� a 2° � LID ELEV. = 29.36' �G�� INV. EL. = 26.98' ��' �°�� x'�°�� g� � x'L°'� x`L�'� RIM ELEV. = 29.67' �' G� �S g� � �q,� Z`�� z x xti 4„ PVC (N) xti�� +�g� � � '� Q � w � INV. EL = 25.83' N RIM ELEV. = 30.14' `L°' �+ 5 +ZS6 � a v, � a" Pvc (w) �a +ti� � i 35,0' � � R/W LINE c/� Nw sn� AVE. (� C/L SEMINOLE STREET (P) 3 5 � o� � � �.� EDGE OF PAVEMENT ,q� �g . � h a :'� � r n9� x L - x � - - EDGE OF PAVEMENT g� g2 g:� �,g� � � � � �9 C� �l. �J �_ �� CONCREfE SIDEWALK 3rJ�O� �� 2a� � � �� O , � STM - STM - STM - STM - TM ,�a 1 _ _ _ �.�.� � _ _ _ _ �� _ _ _ _ _ � � , �x � - - - - - - - - - - - - �g� a.� RIM ELEV. = 27.28' - - - � � � � �' � 15" C.M.P. (W) � � � � � INV. EL. = 23.09' yv � J � �� o � � o O } � � o n � � � o � z � ai�m� o - N Q � � � � N � w �^ o J '� Y �m � �Qo� a , � o _ �. � � � l0 U �� " LL �o�� w � '� �� o Qi � O a o � J � LL yW � � z � 0 � � � � W H � z V w � � � Z � � � �Q M z v� > W w IJ- � W � Z 0 � w - W � � w � N " Ww � � _ � � � � V z � " Nz� � � 0 J � � � W � Z �ZZo � p � O W � � W w �, � V ~ Y � � W � O � w W = a N �m U' ° �� W H ~ - � z T � '�' i � � V � N � W � 0 � W _ � z � O � JOB No.: 2019-030 SHEET c_ oF _ y � � O 0 . J _ � � � � � � J � �� J�� Q�, ��N _ � ,� '� � � m �ao� � l0 U Qj C �� O � O � � a _ W s V z -O �_ �� oa �> �o � �z GC W V W � a H = Q � Q v) z o � � �aw � zzm � =oo o � w �c V � o = N W Q W ma � � J N�i =a V � W � Y z � Q JOB No.: 2019-030 SHEET C103 oF 22 M ATCH SH EET 3 � � � � � � � � � � � � � � � � I� � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � �� '7� � � � � �� X/ m m � � ' g NdS S 3SANx - S:PN -, SAN � g n �' �� RIM EL�: = 29.22' � 2S� rL�� a� �g� ,�gti �5 xti xL / 70.00' VACATED R�W X x �. s" P.v.c. (sw) (FORMERLY 11TH STREET) 70.00' VACATED R/W s/ � RIM ELEV. = 29.50' � INV. EL. = 25.21 �P� � `- Zg.g' COULD NOT OPEN LID �� X o� ,0 �` 'I OO g 6" P.V.C. (N) � = UNABLE TO OBTAIN INVERTS 2� X� � +�� (FORMERLY 11TH STREET) � � X INV. EL. = 25.21 ,' � � �� ". �g 6" P.V.C. (E) i � g � INV. EL. = 25.21 �� +�°� 300.08' C 300.00' P � �� "� s" P.v.c. �(w) .5 � R/w uNE 1 42.53� �C� � 42.5� �P� � f f � � � � � �� x INV. EL. = 25.42 (MAYBE OLD) � � ��b� � � ti� x�� +�°� �' s`�� '�� ti-v� +� f��o I +ti9 ,' o w I \ x rn � w ��.y � 0 ' W > I �'��\ I f � ��5 ,�� ASPHALT MILLINGS � ASPHALT /S�p.� � � I OF 'I 0� � °' � �$ i z� p � I ''' s `L- x "5�- A i I cx)� = w � ?3,, 6 ?� x� \ � I + 'S0 � i O C� ,�� \ �n . I x^`�� s�P, _- � I �n . w � + �� ' U �� 2F.4' � `LGj � � 20� �0� I IX� �� g� 8� 3� � d 6 + f � g � .L°�- 'l x� x`L x29- x.�"�� x�c�� b.., �yb. � + x�� V � .">�� g � � '��5�� 'L�'� + `La� 'co� � � � �,�� 70,00' VACATED R�W �� o� o`� �05� � �o� Q o xz ,�� o I � -y- + � (FORMERLY SEMINOLE STREET� � � �o� �o� , � � � � � �� `' � � � � �. �o. 5 � � � �� + � � w � 5 ,� w i � a. 0 5 _ f �m ' � S w� X'� La5 �� rL� � a �' Q� og 0-` � 0. g C � � ' � � � x�2� g� � o� 5 RIM ELEV = 30.09' o� o`' +� �� "� i D4 I � � � 0 c> �O� 4,. P.V.C. (S) � � �0� � I .-..-. q2.7�� 3�.5 O x g UNABLE DEfERMINE � x � .y65 � U� � �� X c.4 WHERE PI E GOES �� ,'L°'' �^ �...� � S�P 'I �; .� � � �`7'� X 20.9' � � � i +�9 - +,Z°� � O Ir70 I I �I + O I �0� � � � � � 0 0 � � �!� i 29.6' x � w O O N � X � � U � z � � h 3 2 0 O ��X � m O CONCREfE CAR �J � � � S�P� � �� 0�' � � � �� I ��,. O O � � WASH AREA �� O � O �� X O SAN - SAN - SAN - SAN,� X � M � M I o5 � �o � � �" �x`P� � �� #Q � ti � � . 25.3' r � �� j � j0� �� :°�0 �� 27.�' x`L�� x.y�� x�0°� ,�g`L x�0� x�b� ,��5 I c7 � �� X La� 28.2' I CLEANOUT z � � RIM ELEV. = 32.82' I � _ �� ' X `�9� � � � � �� 0 � 0 c� � g� �o � � _ `� CHAIN LINK FENCE _ _ o� �� I � °� 6" P.V.C. (E) RIM ELEV. = 31.07' X �� '' ° EDGE OF PAVEMENT � g.D INV. EL.= 29.97' 6" P.V.C. (NW) X o� � � .9' ASPHALT �� ,i �� INV. EL.= 28.20' � 10" P.V.C. (SE) e 'S UNABLE TO OBATIN INVERT X RIM ELEV. = 30.13' i� � � � m 10" P.V.C. (E) I EDGE OF PAVEMENT ' � RIM ELEV. = 29.50' � � I � '', �' -` x3 � g � INV. EL.= 23.87' 18'� R.C.P. (N) W/ NPE D CURB S�P� I O � o o N 9,� 10" P.V.C. (NW) � X ni � c> INV. EL.= 23.97' INV. ELEV. = 25I.98' i �' � � � 0 -� � � � � � �� 10" P.V.C. (S) � �� g g. 959° g'I i gti gg g� g� � �� g� 9� 0 2� 27.8� � ti� � � / 0� 0� O� � °�'' 9�` 9� �8 28.1' � �P 0 � 0 � � �S "j 2 `L 2 i�`L � 6 �j�� x�� INV. EL.= 23.97'�� "� 9 x � � � � � % � 'L X� �9 RIM ELEV� �3090�N �8. 3 �o. �0� �� S � � ��5 � � �� +S�? 2�� `L°'� ��g � � �� I X w ti � 0_�, 30�� + 29� x29� � + a x`L + 2°�� c� 10" P.V.C. (W) � 9.' 9. S � Q �°�'� `L � ti � + � w O.H' INV. EL.= 21.89' � �' `L°' � � BLOCK 103 0°° xY SAN �°�� E yo�;3 �0� �°� oti I o° o� �o�i�� ° �� P.B. 5 PG. 5 I - ISAN - _ _ 9 , ' � X z s�_t�' SAN SAN S�1�1 � �� 28.�' � I a 'Lb � � S � I X � 31 .8. � � c� ' I r� � e ,L� � X � ° � BLOCK 104 i �o� �o �� a° ��a� ��a� ��ac x,�� x��. � 142.53' (C) 142.5' (P) --� � o� o � �,, � � ' -- - � ti 3 32' �o �05 P.B. 5 PG. 5 ga '� � 3�.0' �'°� +�� °�� 300.07' (C) 300.00' (P) H� ❑HU � ❑HU ,�� HU ❑HU 1 � x �� '�'° �o?' �o� � + � �a \�' v� 20,0' s� � ti� �'� 26 �� ti � � � �0,0' � VACATED �� '� '� '� �'" "'�`��2$ ��"3�� ° VACATED � a�i CLEANOUT ,�� 3.i' x�9� ALLEY x�a�' ,'La� +`L°� Z W I ALLEY SINGLE STORY JAIL � RIM ELEV. = 32.67' � � ^. � INV. ELEV. = 30.43' , Z � . � � � �,.� I Z � ��No�T � ��o� 300.0�' (c) 300.00' (P) o Q RIM ELEV. = 32.55' � � I 142.53' (C) 142.5' (P) � iNv. E�Ev. = 2s.oa' �� a.� I 3 I J � g �� Y �� a W 3i.s' - SAN SAN � SAN - SAN -� SAN , � �� +�� o ` �g.� � v�-i z Z Vi � � SAN APPROXIMATE LOCATION 0 � 0 �- w� O �� i �� 3 �°� � � I PARCEL ID: ,g�- Z 2�.�/ �U � 3-15-37-35-0010-00970-0010 �� 0 0 0 �� U 3-15-37-35-0010-01020-0010 � �� .tia� xti� � x�Ba I zg�ti�� `�� "ti� � xza`� x,�B� x Sg �,�a6 �� So 44.3' CONCRETE W I I 3-15-37-35-0010-00950-0070 SIDEWALK � I �g6 ^ o 3-15-37-35-0010-00950-0010 3 =70,00' VACATED R/W 14.794 ACRES f �� ASPHALT U w I PARKING � (FORMERLY SEMINOLE STREET) I . -j � � `L`�� w � o� Ni � � �� N a I � c�,�� 65.3' �q� i °' 3 �g p � " � � 2 O � Z L� 98, �'I B�� '>>�� SINGLE STORY JAIL 6, � i�� w � S 2 ; �� 2� 9� � - c� w g'I o ,o � �. � � �� y. . , i r ; I + 'y � w Q I � M.�. I I F.F.E. = 33.11' I � a U�-�� 5�� S�'� 39.9' ,L? N 1� �? gg S� �� S6 g'L O � � ^ � 6 CONCRETE - x`L x`L x� '� � � � � � �� `L`� SIDEWALK �� 0�' �9� � � � � � I ^ ^ - � O � � � I 5 � O �� Io 0 0 �� o $ O � � _ �� x� � 3 � 27.5 � �� 10 11 � 12 � � � � � � � � � � � � � 0 � 0 � 10 11 12 � �? � �.�? � ti � � z v � �` ° � � � - ^ M _ +�� 291 ro � `L O x''' x`i-� x`L4'' x �a x ��b x,Zq� 1 �a � J C 3 M 0o CONCREfE � T ❑ � �9� I� RIM E LEV.� 26.94' � � � � 3 18" R.C.P. (E) 122.1' '�'j p I � J I 5 x�g � X2g � 9 I INV. ELEV. = 22.39' I � 22' � x rLa 'L ^�` � tUGt Oh PAVEMENT ��-/ ��p � 'q � � � cy + W� TYPE D CURB � � ��0� g�xX X"�`�kL.� r�� ' �rL6 55.2' -�;�1 ��!L .. �' I � x�`,`L� I � x�2� x�� \9/�(/ � �� Y 9� ��' 9� I Hu _ � � ,�. 3 I HU 2e.5 �y� 2. o o � -�''� Q , � � � "� �� a rL �� 29 g � RIM ELEV. = 28.54' '`�(`� 3 �9 ° � � �N�l `L� ��' x�� O `L� � ti w RIM ELEV. = 28.19� �`L g6`L�'� `L�'� g5 0� �� "�� RIM ELEV. = 28.39'3?_�� RIM ELEV. = 28.60� 24" R�C.P. (W) +�'F` o �9� �`L +`L 2 +ti � c� �H I I N 15" R.C.P. (E) � STM - STM - STM - STM - STM V 24" R.C.P. (W) INV. ELEV. 25.11' g c� 5 � � 24" R.C.P. (W) I \ w INV. ELEV. = 26.14' L 0 9 9 xS� , � INV. ELEV. = 24.66' INV. ELEV. = 24.98' 15" R.C.P. (E) vi � 15" R.C.P. (W) RIM ELEV. = 28.22' i � 24�7 v~i I 24" R.C.P. (E) I � f 24" R.C.P. (E) INV. ELEV. � 25.40' �' � INV. ELEV. = 26.01' 2°'� 2°'� 2`�U 15" R.C.P. (W) � �P CURB INLET I I xti9g INV. ELEV. = 24.66' � � INV. ELEV. = 24.98' 18" R.C.P. (N) \ z I INV. ELEV. = 26.37' CONCRETE x2°'6 12" P.V.C. (N) CONCRETE 2°� 8" P.V.C. N INV. ELEV. = 25.25' � � X� RIM ELEV.= 27.49' �� c� U ABLE TO OBTAIN INVERTS 29, 08 � SLAB � INV. ELEV 25.37' INV. ELEV. = 26.10' I , 4�� i' � OO OO e (B� OO K� \_ � �� a° g�' ,a° �`' � � S�M_ X��h1 X^ =STxM - ��M - STM - STM - ST�g - STM - STM -�TM - STM -�TM - SiF1 - STM - STM STM - STM - STM - STM - STM - STM - STM - STM STM STM STM - STM STM - STM - STM - STM I 2� o x:� x2 ,ti 'L x L x2 2'I 9 °�- S� 6� � -� g' 2' �1. �� 31.�� 0 9 9 0 � a5 �y� � 2� � B � � �� as.3' �.� �. �o� � � � `� EDGE OF PAVEME�T � `L 2 1 �' � � ° � �' �� 9- °�� 9� 9� L ,'�' ,L�. � 15,0' �g� � �� z � -� -� � �'' � �� VACATED � B � I GENERATOR � I FUEL p� � CONCRETE o. � TYPE D CURB � �� . ADD,�� ,��'� � Z� � „q,a CONCRETE SIDEWAL�O ,��9 ,�g 2g5 ,Lg� TYPE D CURB �g. ,�g.' 2g ' g � � � ALLEY � � � � TANK �� ,�g` DGE OF PAVEMENT ,�a�` ,�g�` -�� +2g5 +�� '� +L�'� � SET NAIL aC DISK ZG,O �'cp 2S� � � � STAMPED "BSM LB 8155" R/W ��'" �� xtia° xtia ` �ti�2 x: ��?�� xti�?za ` �Og y0 I CONCRET 20 �� z8.6' I � C IN LINK FENCE � �.�4� C� � �.�Q� � _ � 35,0' 35�� WALL �p Q�� 100.02' (C) 100.00' (P) 50.01 c S_�. C �9x, g� �� ss.3� 142.52' (C) 142.5' ( ) . . � � � coNCRErE si�Ewa,�K 6 � � �� a.�' �PER PLAT PER PLAT oa o� ��_,� ,'�,6"W 9�4.' �' �� o o� � ��, �� N89 49 56 E 90 .14 �C� ,� a� a� 8�� a �2g� 0.2' SOUTH OF � `L°'� � � � a � �� 4'� 4j� � � PROPERTY LWE �� r �� ^� � � � � �� x��. � x�, 0 � 28_6' TYPE F CURB 28.5' 28.3' � � x aE � x � 0� x-y4',- x`L°'� ��3�x' 1.3' SOUTH OF MEMORIAL ��8� �BS, �a:� EDGE OF PAVEMENT �q,� 2'I � ti�� p SITE BENCHMARK #3 �� a5 I RIM ELEV. = 27.84' CURB INLEf (n�C * n ti PROPERN LINE � � �2" R.C.P. (S) � S AMPED BSM LB 8155 � g INV. ELEV. = 23.77� RIM ELEV. = 27.99' 3 r `L9. ' '� . � �y � � � � 6 � 6 'I s� i z" R.C.P. I EL. =28.39 ti9 9 �,L 8g �- [ x2S I x'La' x`L$' x�� INV. EL. = 23.97' I �9� EDGE OF PAVEMENT 28g SO,O� , � � � � � � � � �� S -{ x2 x � C O 3 3 �� SITE BENCHMARK #5 �� x�g�` SEf NAIL & DISK C�L NW 6TH AVE. �� , � o FND BOAT SPIKE I �� STAMPED "LB 8155" �; g C�L SEMINOLE STREET (P� o C�L NW 4TH STREET (F� � � �� 3 � NO IDENTIFICATION � +`� - � -- g° ��1 g� x a� C/L TENTH AVENUE (P) a� ��5 x�� x�g. g �g. �g. � U� �� d g o d � �� `�� B� x � o �9 , �� a a� �a � � TOP OF BANK z� 3 � 8� , '�°�� ,�g2 ^� 6� 6" PVC PIPE _�" � C SCALE. 1"=LO' � � � � � � � �� +'ti5� '� � � � � �b1 x`i-S� x`LS� � x2°�' xZ°� "`�� "ti� "� � 1� 2� ❑ � � g � ' 1 _ _ _ _ _,��tig - - - - - - - - - - - -»� - - - - - - - - - - - ti' , , x2$6 STM � STM - STM - STM � STM - STM - STM - STM - STM - STM - STM - STM STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM 3 ST� - STM - STM - STM ti�` TOE OF SLOPE 2� � 0 ST ,�g�` - STM � - - r +`� � �� 2-i sTM �- g � RIM ELEV. = 28J7' I o 50,0' I � . � TOE OF SLOPE - - - _� � - - - - - - - - - - ��L �8� 5ti 48" R.C.P. (W) r� -� � 9 6 q�5 - - - - - -� - - - - - - - - - , � , iNv. E�Ev. = 24.40' � xtia� ��' x��°� xti�� xti�� x� YOU DIG IN FLOR I 5 � �5 � a cuRe INLEf " RIM ELEV. = 27.85' �, FND 5 8" IRON ROD +�5 �5. + O �S 48" R.C.P. (E) � L 12" R.C.P. � / � � + 48" R.C.P. (E) / INV. ELEV. = 24.40' 3 12° R.C.P. (N) INV. EL. = 23J1' 3 NO IDENTIFICATION INV. ELEV. = 22.20' � a� 48° R.C.P. (SW) INV. ELEV. = 23.19' �� '' � `�d' Q � S'�� UNABLE TO OBTAIN INVERT � � I B x. a�` � I a� EDGE OF PAVEMENT , q,� ��`L 8� 6� ��', �' C i +�'I ° TOP OF BANK 28� 28� `1-�� ❑ 11 I � r ❑HU ❑H� �H� �H� FND 5/8" IRON ROD � � ❑HU � I ❑HU +�� ❑HU ❑HU ID.EL�LTIFI�TION � R/W LINE ❑HU ��g ❑HU �� ❑H� �a �H� nui i H� f1HU -� S S a� � of Florida, Ir ❑HU HU ❑HU ❑HU ❑HU ❑HU ❑HU HU ❑HU -QHU I� 9 � x`� xL ��`C� xrLY' x�� *�- S � C R/W LINE �Za � I x �g � xti� 4 �tia. �c xL . � 40 x.y� � yv � J � �� o �� o o }�,� o nQ �,. o , z � ai�m� o - N Q . _ �`�� " w �� O J '� Y �m a Q � � � � � � O � o N `� a � � l0 U aj LL � � � � w � �� o � � oa � � O � LL yW � 0 z a � 0 � � � W H � z V w � O z � � � � Q 'n z v� > W w �'- O W �"� Z 0 � w - W � � w � N " Ww � � _ � � � � z � V " Nz�� 0 � J � � W � Z �ZZo � p � O W � " � H W w �, � V _ � � �W�o � w W = a N �m C7 ° �� W � ~ - � z T � '�' i � � V � N o W � � W _ � z � O � JOB No.: 2019-030 SHEET C� OF � y � � O � � � � � � � � � � J � �� .�}�� Q�, ��N � � .� �� Y � c''� � � N � � � l0 U QJ N � � � � � ai � a _ W s � Z 0 � � W � � m W Q � O Z � Z Q LL O w � � � V z —O �_ �� OQ cn > i�. O � Z Z W W � Q � =�o a v) z o u� J ` ,. � r � Zzo � � O = -� O�Y Q V Q� w WQ o m oJ =a V � W � � � O � � z � � V 0 0 x � JOB No.: 2019-030 SHEET C2OO OF 22 LEGEND: � � � PARCEL LINE 31.2o PROPOSED ELEVATION X 32.64' EXISTING ELEVATION �- FLOW OF DIRECTION 0 PROPOSED DRAIN INLET SEE DETAIL-2/C500 - - - - - PROPOSED DRAIN PIPE Q PROPOSED STORM MANHOLE � PROPOSED M.S.E. SEE DETAII-1/C500 SAW UT EXISTING INLE FOR 36" ADS PIPE, INV. EL.=23.00 � 0 � J � LiJ � J U SITE BEN HMARK #4 �ET 1�2" IRON ROD 8c CAP STAMPED "BSM LB 8155" E . =28.22' - STM - STM 24' DETENTION AREA z � `" CONTROL EL.=25.3 4' � i � �� 1 N.G. � � 2 � BOTTOM E L.=14.5 10' 10� �� TO PARKING AREA zl w � � zx zl TOP OF BANK �EL.= 28.8 � x � �1 3 i � EL.=21.3 98 LF, 24" ADS, @ 3% SLOPE S E CT I O N A-A N.T.S. 1� ��-�-�'--� �� O� 3 X�,� Ct �J a a . . . . . . . .. �X- -X'3'2'4X X-X" X X C'��/C"!�/C�'I X�X-X-X-X-X-X. x �� p � �� ;y -51 � x � v`� x o-� � . I - - - - � - - - - � � I x'xv91. W . W . W . W . W . � I � � x�o ❑ �1hx %��%� x 2g1 `Lg� `1-�'�. .W.W.W.W.W.�. W `�°.W.W. . 3 � O +�� +�� 6 �� + + W . . . +�� . . . . . . . . � ��p � �� x��'I � x +�� +�� "YARD'DRAIN. � � • � � � � � . o `' 2 I /� � � Rira ELEu.:t �o:a�z' . . . . . . � � X . . . . . . . , . . . . . . . . . . . I 3 I +.�� 6 , ti ... . � � c� � 5 'L� � +�� +� . . . �y'L�. W . . . . . W . � �o� �o� �o� �o" �ti�� `�� +� X ,� � �.'.'.'.".`.�W`.`W`.'.'.'.'.`.'W'.� + kl � � wl I . . . . . . . . . . �.9 x�� Y � . . , . , . , . , � , . , . , . W . . � + � o Z � ` " a -i �94� 0�3 ��'S RIM ELEV. = 28.38' �I m ,L S�.%��. .WS�. . . .y.�.�. I 32" H.D.P.E (S) o I o I +�� + �.Sq,. . . . . . . . INV. EL.= 23.06' " . . . . . ' " I 9$ 32" H.D.P.E (N) �I � X L.W.y. . . . . . . .. ,.W.W.LL. �{NV. EL.= 23.13' � � U N IT C � Ig� I . . . . . . . . . . . . . . . . . . . . 2g1 90 � � INSTALL 26 LF 36" ADS PIPE FUTU R� A DITION I F.F.E.=31.35 ,�21 ��`$ W W W W W W W W W V 8 ti96 � 5 SLOPE=1.5% � x +�1 ,�o �� a yI.ti�i ,�a� +Za� � `�� +�9� %3�a• � � � x 29 5 II g � +�,g � ,Z9 a x `Lg T x +-50 � +�� +'S2 ,'S� � + +`� � � �� I I X +^'j1 � . . -� I � �� I �I X �1 � �2ti �� +"� ti5 � � � I � +�9 UNIT D 5 � ti�a� � � I � � ,, +.�ti� � �,�� ,�5 �� I x� +�� +�2� F. F. E.=31.35 I �a � � '� o �`L� ° ti� �� +`�-� � � `L$� "2�� 0$ +�� +29� �� + � +�� "�� `�� `L$ - - - - - - - - - - RiM� �Ev. = za.�o' SEE CULVERT LAKE CONNECTION � " +�2 � 32°I .D.P.E (s) CANTILEVER DETAII THIS SHEET I x- x= x= x- x= x � INV. L= 22.30, x +�,L'h 32" D.P.E ( TOP BANK ELEV.=28.8 � �. I INV. = 2 6' I ati - ----��----------�-----------� - �- � x aos ��h + x� o,�� ' PROP�OSED ,�� - - - - - - - - �' � a� �1 CONTROLELEV.-25.3 a1 2� l I � s ti `� TYPE E INLE�#5 . ti$� I --- a----��ewL-------------- �- I 6�: R� DR iN� � GRATEEL.=29:30. , r ,- - -------� X a I ,Lg. 1 200 I � 9 I I M ELE .= 3.032'S S. �NV. E�.= 25.8�. . I I �%2=��----�---------------------- - � �-----� � I V, +� � � 6 'I I �� - - - - - - -x `� - - - 5 2 � �� ' � I x �o� �� `�S `L��O '�O� ,�� `�i � � I ti'I 'I ,� I _ _ _ _ 10Fr�F�1_9RE _ _ _ _ _ _ _ _ _ _ _ _�� _ _ + _ _ _ _ _ I I I S ^� Sp � . # 2 I ,�� I � BOTTOM ELEV.=14.5 �"\ � $ I � I � I x � °` � C �� i I I C � i � i i i �� 6 i i i i � �9 U N IT E I I I I I I I I �' 29 � �o ��O x 06 S o�• I � �� I I I � I � I � + �o � F.F.E.=31.35 �� 1 I � I M � � � � I I I I I x2a'i �,� � u� � � 0 00 2 I u �'�' I I � SEE SECTION C- C SEE SECTION B- B I "' � I �`'"•I � " � o a w I � I I I I I I� I I � � I I�a � I N I N I I.f1 N �e o W � � � I� � �tibg 2� > I � I>� >" � a a � cn �� 2� ° Y I� I �� g � �� I ~ a � � Q, I C~C I I I� yI `L 2� �y� $ I W I I I � I Y x po -�`,� 2y� `�� Z `�`qo �,g� ��9, a. d p�,h w � � I IZ I I I W 12� I � I I I � I Q I '�o ��c�� S o � A `S `�' . N � O� IIO � � �`�--x`� x-269 •�6 H � �I 00 x _ Y ,� � i io WET DETENTION Z a � ti z�Io � � �o IZh� ti�� I m � I � oI O I LL W �$ w m i�� i i im AREA ��$ � i i i i �� x�26 � J � `L81 0 � il o I � I (1.22 /4�.� o � � I � g I � x� J � � �,o �o�o TYPE °E�� INLET #4 � � I o I I I RETENTION POND ` � I � � I � 2� I � I $�� 9�0 �o .`' GRATE EL.- 28J5 � � I � I � I ��-6� 2� A I � I � " x� A� s�-� �9� z � N. INV. EL_ 25.25 ti0 6g � I � � I � � � `�9 O_ '10 �9 � � S. �NV °�� 25.25 � � x So ��. 90 -�ti ��° � , �r�'�«��'zb x'�-�y o , � � l I I Y I I I I 2g 8 g �� 63 �' zx �� 'I 'I 2� • � 5 � w I z 30 E��.- AC `L �, »c � � ra.S`L %`L � �� \\\ \\ I � I o � I I x INST?�LL 9$ LF 24" ADS PIPE29 x�21 coNCRETE s�ae TY"PE ��zf9VLET #3 �� SALLY PORT O ` � g' \ 0 AIR CONDITIONERS �� I � I � I I I I � �YARD D .. r I \ � 2 wo I � I I � �� 9� � 01 RIM2 ,E 3215' 321' . • .� \ � � MITIGATION AREA � � ~ � x � , ti � 9 9 GRATE EL.= 29.30 F F E_31.35 a � � � \ \ \ � � 9 ,�o �o \ �o +� 90 N. INV. EL.= 24.00 `� �$o o � � \\ \ FROM ORIGINAL I� SEE SE�TION - A I � I � �,. x- x x- x- x� x 6 5. INV. EL.= 24.00 � \ �� EOC ERP TO REMAIN I �� a � I,� � I x� x�g � 0" � 3�. ' o � \ � � + � � I � 5x PROPOSED I � � � I Y sEE c��vER `�aKE I I I �\ g�� I m CONN�CTIO � � � � x.$$ � p r X� 29 � TYPE "E" INLET #1 �� z � CANTI EVER ETAIL `f' x' `� oGRATE,�E,� 29.00 � 8. 6 \ \ \ � � � p.o �.� �O J` tio, Ro �o �' �Z x�2 , � � 1 � \\ \\ �\ � o � I � I � � ,�o � �o �� X x- x.- x ��.�'I�F�''.'E�o=24.3��xxx-��o 2. � 5 0 � � " �` � tig W. INV:�L.= 24.�30 x� �� . BOTTO�M ELE .=14.5 x o 'I � x o � �� ------------- -- - ---J � I \ �' I RIM ELEV. = 27.82' � � � � � I I I � ' B o 0 0 0 9 15" R.C.P. (S) � \ � - - � - - - - + - - - - - - � I `La'I I\ 24" �� . B , �`ONCRETE .`i-�' 6 v� ----------- INV. ELEV. RIM EL 80' NV. ELE'�i. •6 29. �(� B 'I = 24.81' s g 4'x � � �. SLAB I , SET 1/2" �20N OD & CAP I g � � 24^ R. _. X� -- -- STM S-3M $"f"M - S - STM -� �$ 4 I 4' P.V.C. (N) � '� - - - - - - - - - - � x INV. EL. = 24.1 4' �� n g. � �� 31.0' 9 . Nv.1E�Ev. = 2s.3 ' STAMPED "B�M �LB 5�"- - - - - - - - - - - - - �',- � w INSTALL 5 LF 24 1 B � a� 36.3� $ti o 2$ � � . 5 _ _ _ �� _ TOE oF s�oPE - - �' �- - - - � � � CONTR(�L ELEV. 25.3 _ _ _ _ + 5 ti4� xti� � wEiR E�. - z4.�4' �' qDS IPE ` 9� �B g5 � `L 5 x� 5 5 `L ' g �, � - - � � � x � �'S �� O M GENERATOR M �� FUE � � ti� FND 5/8" IRON OD I � �-.� `�' �� N TAr �8� �6��ao �9 g TOP OF BANK 'I �' ry'I T�P B�Jh( ELE .=2g.8 /�TIDN ��h� ��'1� � � � �� 2g 9�3.0' 29 3s.3' .� 5 S89°49'56"W 904.14' 9�49,�6„E 904�.ti1 4� �C ' a�°° 9's xtig ,y � � g� �S� ! g 0.2' SOUTH OF g' 'L 'S� � ti �� _ �61 ti� I � ti PROP�OSED `� ��,� B PRo�9�,Tv u��3 i.3' souTH oF� 8 3' x�- - 5 TYPE E INLET #2 a � � � I 69 REPLACED EXISTING WITH � � ti � g �2� O � � tig� ti9 PROPERrr uNE x2 PROPOSED CONTROL �� "�6- ---�6 --x`� --- x�-6- - GRATE EL.= 28J5 �9 s gti � � o � �� STRUCTURE CS-1 2 �.� N. INV. EL.= 24.30 � ,�v ' gti 2 9ti ti$6 tia°` 6 � 6 � �' GRATE EL.= 28.80 ,� `� +�ah E. INV. EL. = 24.30 a� +�ag ��° `� f�" � SEE CS-1 DETAIL � 9 � $° L xti9� `� .� , o 0 8 � SITEx`�ENCHMARK #5 x `L$' �26� � O TOP OF BANK o REPLACE EXISTING WITH C/L NW 4TH STREET (F) o o � � �,� SET NAI� & DISK CRU HED C M.P. ZCRUSHED CMP O � 75 LF 18�� ADS PIPE c� $ I �O� 9`L �,°�� 9 �9� a� 'o. EDC�TB��MEI%� 8� 55g0 �N�. E� �. = 3g' , k C/L TENTH AVENUE (P� ti8. +ti �a � _ 9 �,�' INV. ELEV. = 2 J9' � w � �_ � - - ti� `y +ti-, � o +`L + 8`L ,s `L�a 9� aa a� E❑,� Ok $ �- `L $ TOP OF BANK �� 'I 6 O � p � 6 T g $ 29 • °� O � 6 �,'I • 6. � `l, 6 �y6 �� +�� 'h$ - --»7�9 - ��a + 'S9 + �� _ �,R� �5 + � +@-�O�WATERLINE +,y5�' --*�` - - �- -- ��----- .� 6 ------- �kc�- ---- �`�-- �r ------��' 1 6 r'Q � r- U7 5 �y� TOE OF SLOPE �, , , 'L. �,'L 0 ,L. � - - _ - - - _ �. , �,. , � 'o� � � `L � `L +2 +� ' 0. � 2 5 1 + 'S , � +� g + `L -_-�' � - � � B ti� + • o SET 1 2'"� IRON ROD & CAP • $ �� o + -j ti �, � ti � + S 2 � .56 TOE OF SLOPE 'S -��' -x� - 'S" - �'--x�'� - - - - - --x�� - - - - - - - � + � , + '� � STM ��. o _�°`-- � STAMPED „ ., --------*�--�---- , � xti�5�--- .-*�" +ti5 -�` ' - --=T--.�. d 2 -- -__�y�M LB 8155-- +�-- � k�1.6 x'L�8+6�° ��,�° �a 66 +,�5� 25,�------ -x2o-- +`��'ti � `L `L� +`L5 +`L� ti � . .L'I 1 x,L� $ ,L'I �-'� � p �� `l; 6. ,L� . 9 .� �7 `�-�' � $? � �� 5 g � 1 � �� `� � � ❑H� �� oF�K �FIU ❑HU GHU ❑HU ��- ��IU +� ❑HU ❑HU ,�� --�- OHU ❑I� � �H� +2 +2 �0 _ , �. � � ��., �„� �,.� + ❑HU nNi i �� MES @ IE.= 24.03 TOP OF BANK 0 +,L6� 6" PVC PIPE � -��-- - ,�8� 8� s��8�� +2� 1 --- ---x�� - - +2�' roP oF r� F N D � ,�� FUTURE ADDITION , �� N.G. yv � � � �� o �� o O } � l0 S n Q � � o , z � ai�m� o - N Q � � � � N � w �^ o J '� Y �m � �Qo� a � � o _ � � � � l0 U �� " LL �o�� w � '� �� o � � Oa o � J � LL yW 6.2' i 3' i 10' i 30' wlZ J �I � wl a O N.G. � - - - - - � � �i � CONSTRUCT PERIMETER BERM @ TOP EL.=28.8 MATCH EXISTING 1 � GRADE 3 SECTION C-C N.T.S. N.G. N.G. z N o CONTROL EL.=25.3 0 2 � - � � � a � � z � V � 1 ��\\ _ � 2 � � � � \ � 0 �\ N � BOTTOM �� - - - Z w EL.=14.5 O � V ° 0 � �� O z 0 w � V � a w � O � w � z �` � 1 0 z � LL z � � W � w � ` � w � aa O w � a J a W � �V W = � � � 0 Z ~ z w / A V v � � z N w � W ° � � � a V \ LL O " w 0 � � � ^�� N N � � � � z O � > W � � m W a � O z . SCALE: 1"=30' 0 15 30 .� CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � � � � � � of Florida, Inc. z Vw � -Q W L�L � � � � z N O � z z ~ z N O � �p QYJ w _ � Z � 0 w �c� oaz � W z = � � 0�y� " V) z p Z L� � w � aQa � � Q aZzmc��;� °= O o Z z W w O ~ w � O � � -Y a- � W �° �VH � � Q � � W w � o O J z� W � H � � � O Q z � V � V 0 � W� a _ � z � O � JOB No.: 2019-030 SHEET C301 oF 22 SECTION B-B BOTTOM � EL.=14.5 N.T.S. CULVERT LAKE CONNECTION CANTILEVER DETAIL N.T.S. LEGEND: � � � PARCEL LINE 31.2o PROPOSED ELEVATION X 32.64' EXISTING ELEVATION �- FLOW OF DIRECTION 0 PROPOSED DRAIN INLET SEE DETAIL-2/C500 - - - - - - PROPOSED DRAIN PIPE � PROPOSED M.S.E. SEE DETAIL-1/C500 - STM STM INV,�TM 26\86 ST x-DSTM -�TM x-50�' INV. EL.= 26.51' 0� ASPHALT 0� 0� 0� ASPHALT 0�' O rL hLOWx`�� = 28.06� -S0� ,y1 � �p R �o � x "� DRNE "� x� "� DRIVE .� ."� � 0 6 6 6 'I 0 9 O 9 6 `ti � 'S "SO -50 • -50 -y0 • �0 -50 • �1 • -50 � � � o ,,�0' �y� � 0� `L � `Z �p 1 9 g g � ,� . "�1 "S� $ 'SO 9 1. �� 5 � �p_ � 1 �o� � 'S� 0 $ , �� p �� 0 0 �0 O `1-9 0 1 c� p� � � � 6 9 -� � a ��. , 2a �' � 3 B tig ti9 � x`L9� x�.9� x,�9'I �g b "'� � �� '�� x�g8 x�g� CONCRETE COV�$ED �ITRY i 44.1' 0 _ - --_ T- - -- +�-� +,yg � 0 +`La � �. � � � �L� 6 � TM - STP 45.8' -y� 'S � '��'� `L 6 0 0 g� �y ' x � CURB WLET .,�p. � �g ��5 r� � � ��9 O -50� �O � � 2 ry9�' 6 99 117.4' 22J' 29�' RIM LEV. = 27.51 �J 'o. 'S ' 9 9' �, ' + �'S�, 1.�`K Y PAD B 'S�' � + �Oc� � t� �� 0. �5 .`L x`]- x -51� 1� ^a� OF AVEM �- ��'u' ,�6'I 9 � �g �o- � g.°� DGE 0 PAVE ENT p� p� p� �� g.°� p� EDGE F PA EME . g0 v� o OHU GHU Q -� '� '� ti• � SINGLE STORY LIVING AREA � ti� � 1� ,��ONCRETE SIDEWALK .�'I -I � � 0 '� ' � 0 0 8 3 a F.F.E. = 30.24' "' � � -� '�1 .�9 ,g , � �1,1 � ,�6 x-y0� 9g g9 90 CONCRETE SIDEW�94� -50• 99 �0 �9 g9CONCRETE SIDEWALK 99 �g9 � O�, $�+ � �1 CONCRETE WALL � 18 �15 �' �1"S11 B � ADRVET x2°'� 0 � �9 x�$ x�a � 2 � 5 TOP OF BANK $• � 1 � - 32e' 'I\ � `L B �. 1. �� g. �? $� � `� x29� x�9� 48.5' �bf �� 'L �`L 'S ¢ 'S � x� 0' g' `L z ^�Qii � � OB ❑E � 0 � � o~ ,�0' � m � 1 1 -j w B 3 w � F.F.E. = 3Q20' `° AC SINGLE STORY GARAGE a � +`L w S 9 w � � � � N w � > j ,�. _-x� _ _ TOE oF s�oPE _ �ag $9 $ 2a. � � O � � `° TYPE "E" INLET #14 � � � � � o Nbs s ---" ` �O �� GRATE EL.= 29.30 TYPE "E" INLET #15 SCRE�o�oRCH N N W ac� , ----__ -x�8__ g _--- a O O , � 31.5' S WQ� 08 Q .I gQ x-] - - - - - - - - - _ _ _ �$� � � L� ' � O .I � 32.fi' U7 CJ � �s �� .y� � Z o 9;� 2. o� N. INV. EL.=23.78± GRATE EL.= 29.00 g �- m� 9$ sAN 9 Q � " � �o� � � � � Z ti9� � g E. INV. EL.= 25.00 E. INV. EL.= 25.00 �2`� � ' �"$ s,.a� o � W�,�09 SAWCUT AND MATCH o g ti�9� g, � coNCRETE s�aB � sA w -j c� RIM �7��V�' = 28.89' "� �� EXISTING CONC. PAVEMENT ti9 3•2 � x`�' W. INV. EL.= 25.30 W. INV. EL.= 25.00 ac 9$ sAN W� � �-x� � �`' 0 6 'I �' 'I � � z 8 P.V.C. (S) w � � O I �� .3' 'y0' 9" 9" `L0� � SA+29 1+ �� INV. EL. = 26.65' `�' S RIM v. = 2. `L SPN 2' g 'S1 06 �1' I � �C7VER'�D GRILL � 2' z� 29'I 8" P.V.C. (NW) � � w NV. L. = 23.92' SAWCUT AND o'a,� 9' `L`�� 'L9' 4" P.V.C. (N) + O "S 'I C � g 15" P. (S) Sp,N � INV. EL. = 26.65' z � I�vJ\ �LEV. = 30.24' ��' z I AREA � 1 'I PARCEL ID: 9� 15" H.D.P.E (N) g0 m o I 15" D.P.E. (N) 9a SEPTIC TANK F, INV. EL. = 26.80' NCP za *�'� *�g *�'g � g 1 i �. = 23.z � MATCH E-i!(ISTING ,�g� RiMx�4�. - z9.s�' `� uo, E�Ev. _�`�-� d � v c (sw) �'� � w -37-35-0010-00970-0010 +j � INV. EL= 26.26� � x� g � � 9 $ � � 37-35-0010-0102o-ooio 18" H.D.P.E (S) �� o � I � C�NC: �AVEMENT 4" PVC (N) ti RIM ELEV+�9 30.14' 0 + 5 $6 INVt�L. = 26.98' N � -37-35-0010-00950-0070 INV. EL.= 26.2 � 0� � � I -37-35-0010-00950-0010 �� -5�• p W � � � INV. EL = 25.83' �O"�o 4" PVC (W) �'9� 0� +`1-$� +� � 14J94 ACRES f 35.3' � O � 'c��'�. `L / 2 �`L N � I 9� +��' CONCRETE RIM ELEV. = 29J0' . INV. EL. = 25.49' o �3.�Q o 6 � � � -' � +ti $a �� -� �0 4" PVC (E) BLOCK 95 w / � �� ti '�`L �` �`� 3 a$ +`� +ti ti9, �y`� iNv. �. = P.B. 5, PG. :N89°49'18"E 284.08' o � � � 'S'�� 1 � � 1 2'I $ f,�,0$ BLOCK 96 +`L 2' O g'h %`Lg -� 'S g x�95 �`L" � �g,� �$'I w x� 1 BLOCK 96 9`� ��/ 9 x2 � 9 � � 8 P.B. 5, PG. 5 S g x2 k + CbVER�D � +��'� +�ti' ,�og X I P.B. 5, PG. 5 R,°j / x �,q(� ``L xtig s +ti9 a� +tig 1 9 �� °' � � +ti B• �•' � 'S CAGEDI WELL g 1 % � ��FZ � +� � zz.�' \ . �- 1 , "�' o ,�.��; ,L� ,�9 �-y1 3 � �1� I n �i � / � � \¢ A�S/� ' g� `1� �` x`LY'h x`La� =`L°'r � .� 5 �1� �W 1 ti TYPE E INLET #16 �Q � , 9° �� xtig� �� +ti9 �8 � � xti � � °, 33.8� �, �S. `L' "S�'�T�j1� x,S1g� � GRATEEL.=31.00 ti //i� x�ti�a �9 �° 5 5 g �, �, � V I 1 S ,� 0 g, � 9 �- . -�6 �` '� � 3 � E. INV. EL.= 27.50 xti9 . �o� ��Q.� g� ti9$ s � +. 6 +� � +2 96 + "S . 'S ' LE , o �1 -j 9 CAGE�D W�LL O � x`L x2 � \ +. +ti . +2 .g � �9 �, . x2g � h 'L -� ,� �"` x�o' ag W. INV. EL.= 27.50 ��L RiM E�Ev. = z8.9z' o � xti = x- x.- x EO �,� � � �ti � � So 1 M +�� ,�� 1 I OO � � INSTALL 112 LF 24" ADS PIPE _ �$9 _ $�' - � �2 ¢ / �� o o ' . ' . ' . � 8 h �NV EL = 24.84' o � o g° a5 TOE oF s�oPE aa _-- - ---�=----- . ,�,0 3 �. , � ; x�"` og ,��' ti$ � - - - - - �� - - - - -x�- - - - /� � TYPE ��E�� INLET #10 x . 2a.s� FUEL & WATER 1 1 � 1 - � 1 'y n u T 1 TaNKs 25 +�s2� � � a. a`. '. `�4o x�9 � /,`P +-�o +-�o TY.�iL E INLET #�1� U� � 1 Q +�� GRATE�.L3.�,��A.40 �g�: I ., xag�. 2a.o� +� u� w ,�� 6 24" H.D.P.E. W/ M.E.S. � � 0� O �� a ,� x� o� `� � o � GRATE EL.= 30.�0 W. INV. EL.= 26.40 �, �� V A U L T E � � z 1 k 11 0, � ti, i�v. E�Ev. = 2�.20' ---- ,�ti /� � EL.- 26.40 x. . . a a a a �� O ti. �� '� ' � -------------- � -_ � _ ; E.INV.EL.=26.00 3 _ . 1 5 a , , - ST� ti� _ ,tig i F F E-30.50 �. ��9 �� ,- STM � STMRIM ELEV. = 30J0' , `L°'6 g � X-X-X-X-X-X-X-X-X-X-X-X �� _ �s � q; �O „�O X � _ sTM �o � W. INV. EL.= 26.00 . . .- � �o �o .� . ti xz xti x2g. � � STM � STM'L� '�1� ,�'I' 18" H.D.P.E (N) �� "`L$ x`L� %`L6 � x`Lag x`La , ° 9 � x`L�� '�91/i�L � � � / o � o��n��g'I x2°' � X,Lg:�s $'I 28 1' �2a .� � iNv. E�.= zs.ss' og .��. 138 LF 24" qDS -- � _ o o+ o + � � a �. o I 5 2a.5' UMPST 24" H.D.P.E (E) '�0 PIPE �� O O �� '� O 'y�' �� h �. �. x-� �. s -� �. I ❑E 'I' aa � x2 g � � -�0. � � "` / NCLOSU E INV. EL- 26.68' � I x� � �'9 �'a 90 x2 � '� �NS � � � � o � g f � � ti'� � 1 1�" H.�.P.E (w) x � � � �o �� ^� x29 / g�29� Z�LL 136 �F 24�� - - _ _ � � � � � � ,� , � �� ,�5 �5 x� x� . E�.= �s.ss� P�tOPOSED M.E.S. �,. � o. x2 x ADS -_ o 0 0 9 �, � �s 5 � ° '� � � � / � g PIPE _ _ � �� ,�� xti xz �,�� x�,6 x�1 �1 �,�6 9 x ATINV.EL.=27.20 0 � � -------------- -- - - � o ,�. x`L�' �� `�� 1 � k 9 �' � �, �x �,�1 x2� I x�g�. INV. EL ��'7.20 xtig� g xtig� .�i ^ .�o�� / oo IIViSTALL 154 4�°. 4" ADS PIPE �oo x 2 / x� o�' +-�o 0 0 � � I o �� a X a� ° 6 g� / �� '�j0 �� E� C� 4� `l,h �+� g +� �� 4j� � '` 0 'I �/`� j' � a� g� g. %�1 � � �� x`L ,�O x� -�.0�7' `�0 x S� +'S�' ,�O ,�O ,�O � 3�' +'�0 +ti° +2g -� x`L =`L x`L rX-X-X-X X-X"-�FX-R-IX-k- IX�X-X-X.-X-X.-X. � - - - - - - - - - - - - - - - - a g'�� _f� - �1�X � X � � . 29J / _ � ` '�h `?� 1 �p � ^� � O,O � O "� �O'� - - - � - - - - - 1 � A 1 � I x x `L91 . � I � W X �0: x S" . x ° ^�O � o � O � O' u' 6' O' h . x. x�O ❑ 1�x x�1�X x +2g1 +�g� �g2. � . � . � . � . . � W � W . � . . � . � . . � . � . ��O �� 0�4� � . . .��. x n n . � . � ° Os01 g'�� x� �ra�� 6 � �1 +�°'. ". . �s `�° "► 4 TYPE E INLET #12 � ,�p� �. � � -�o � �ti I �oo o� • , .W.W.W.W.W.W W. , • • , • • rnRo o �•y'.Q x�°� . GRATE EL.= 29.75 0� x�o"x�°. �oa +�oa " � ,�oti 29� �". x + +'S . . . . . . . . . . . . . RIM EL / � � 27' . ""S + I. I � I o�'�YnRo��r�a,irw . . . . . � E. INV. EL.=25.75 -�06 , � �. Ri�a 'E�E�. _ W.�oWaz. . ' . ' . . ' . . ' `A . ' � X �,.� . x�s��lV. INV. EL.= 25.75 x�°a x � � w x � a / I 4�a +�06 1ti +�1? . . . �, . . . . . � / . . x x��x�o6 1. �Og% X +-5� x�Ca *��g � (� � I 'S 'I 1 g � 'I � `L85 +`La� X � +� . . +��". . . . � . ��'. � ^CI , 6 `L4'' x2g =2 x�o �ti � � .�s SEE SECTION E- E � U N IT A2 �: �o �� o� ,ti� � � oI Z I +� . . . , . . , . . . , . . , . . x��9. +��' x a � Z x-5� , Q � + .5x. Q x c�i� I m I � � . . . . . . . . . . D � . �: d . � 1 g I I � 1 ti +�� %�1. ' S O � 0 S� 5 2 X a "� .� 0� . , x o � � +� +��. W . . . . . . . �^ 8> x'S�' . + x�� u'> ' t,�0 ' n�0 u�0 "� 0 Op u'O 1 u�0 � - w d X . . . . . . . . . . . . . . . `L � O . . . . . . . . . . . . .� _ p. 1 1 O' O �O' �� 'S � I � � ,-�2�` �06 45 LF TRENCH DRAIN � °� x�1 z� � � � o`"�' `" E-..-9� I o� X UNIT C + UNIT a a x� 1x xti � a z I -y21 +�� $ �� +� o� [ 1 1 x �o � I + TYPE E INLET #13 +� � 1 x� g � FUTU RE� Q DITION I Fg�•E.=31.35 Zo �,�RATE EL.= 28.00 F•F•E.=31.35 TYPE ��E�� INLET#9 x x�� 1 x�� R X �� ao �� I 2�.� g� x3, N. INV. EL.= 25J5 GRATE EL. �29.80 X aa � ,„� P.��9 sw) � � `L +2 � + �.j � . . . 1 . . . . . . . . 1. u' � 11 � -50. RIM EL�EV. = 2$�.22� � � `Z . I 6 . x O xS�ll� 2= � 2 2 a• o N. INV. EL:= 25.80 0 0 0 0 �. i� �. = o� o a � 9 xtig. � x �$ +'S`� �ti. z�2. p 0� /� �? � � 6 �p ,� . Z. I I +� + �� +,�a� �o-� S. INV. EL.= 25.80 �. ��o' J��% s � Nv.6E�P.v.cz5.o o.� za.6' I �$ SEE SECTION D- D � x o� �P.v.c. �E) X. x +� +'�� +-�0� I � INV EL. = 25.21 ; I' � .� � . �. 6" P.V.C. (W) � � I I 5 "�`�,L t� +�`L �g 'L xS � x � STA N�EL-�0� 25.42 (MAYB�OiLD) +`L x o w x�1' + +'S� � + g � > � � K �� +29 . �� , +�o �o� � �; � �o PAR.$ NG � � X U N IT D � o� ' TYPE "E' INLET #6 " I �° �� 09 � I r o I 1 . C CC . x� . . . . . . . . . . O � ra . O � �1,, +.�Z. +�,�� + �5 x� . GRATE EL.= 30.60 x �°�x�°6 � �� o � � � x �i � I x a� + +�� +-5�5 r�r�L��.35 �, ��9x E. �NV. El.= 2%.10 x��R x��6 a" 4. O O�S LL �� 9 `�� OgO OSO , I �4%`L�lt x`Lg4� x`L°J I (y . . . +��6 . . ��' -� - a��0 � J W +29� �g5 + . 5 W` � �ti� 0 2� � +�''I g I $ 'S`�'I� x��2 ��'S x��x x��'L o5 ��s a . x,�0. Q�s O d + r� � � + � � - - �g - - - - - � +�1 z�� 2� +��" x�ok-�0�` y�� ` �o� o L.� J Q I ol I � + a� Ix . . . . . . . . . . . . . . +�j`L� %�,L� �,�0 � . . . . . . RIM� ELEV: _� 30.0�' � � �L� � +�j09 x'y�� J O� [� � X - X _.X _ X _ X _ X . x�� _ � P.� c cs, . Jx� +"S � H _ � ,B (� "S �� Z � � � x .�. � ',�O ' x3�"�'� WHERE PIRE GOES � v'p �S� 9 I. .�ti. o�s ,� �o. �0 �\ 2 9s � � AD +2 +�y °` �' I I + � . g -`'� - - - - - - -INSTAL�' 6 LF ��" ADS PIPE- - -INSTALL 92 LFk- - S PIPE z9.6� � x X x-� � . � � dx � I. ---- - :� ---�- --------� I + . , . , . . ,+��'. `� �1 � �-� ° � �� o� ;�� o° 9 �� ,�' �s `�� x. _ _ _ q,1 26 � \ � � �h .�h O> ^0 7 0 ^ z 9 �9 C� �9 9 . x �O �O O � u' '3 5 `3 ,Z9 -�O S O `L O S g � � � � � � � � � � � � � � � ^ I x �.6 . �. RD D IN . . � . � . � . � . . � . . . . � . � . . � .n - - ° . . . . a � . d . �� a a .'<a� . . . '��tig� g�� . . � . � . � . � � . . � . � . � . � . � `l" g 27.9x`Lg? x`ZB� x`LQ' ,Z�� g � I M ELE - 3 .03' -5 . � a a a a `aa � ' 0 . t� , a � ' ' �`L � �` g28.2' _______ ___I� �____ � I I +�� +5�, u'o,. a'� ev'j %�02 x�oo ,�� ,�a #-SO �29. o� , �j X 0 - _ _�� _ - - � ��- � - - - - � I I x S o %�O 0 '90 "�^ SO' �� a�� 0 u'�oO c�y,O ,Lg . �yso c�yAO �g 2 � I I �\ �� $ + � I I I � �° �tia � 31 TYPE "E" INLET #7 TYPE "E" I T #8 � GRATE EL.= 30J5 , , � I I I I I I 6 , h u' S � c� E. �NV �l.- 26.60 0 2 o,g `Lg�',�`�g`L�6#`L9� °�$ g� g� g� 9� GRATE EL.= .5 9� 9� �0 27.8' II I I +'��' '�0`b + `L O�S "�o "��"�� W. ��. E�.=�t��=530.90 9�'� 01 #�01 ,�0 � �0� 'S" � 1 'y0 g5 g � `� �C�� 'S � `L 'S�' , 2�/, �,,L `�^"' ,Z g 2 � I I I I I I 3p�' �, 3p 'S ' � + 2' x`L ' -�� + g 0+ 2 �e INV. EL.= 8 2a.�' � � x �� iNv.o'EL=V.21.89) o � � x�s �� g �-� o0 01 �gg N. INi�: E�� 6.(T�oo�ti x 30.8' 'S • � 9' 9 WET DETENTION ' i� i� � � UNIT E �^� �ra x�° =2� x 31 . 5' `L9 � ` `Lg 8 `y9' � `L9 $ `�-9 � 'yg � �'`� � I I� I� x F.F.E.=31.35 x3,.8� X1 2�� AREA� I�� I I C N a° x32.,� 6 � ��°�x.,o6 ��' a`��6 xti$° x�a' x2� SCALE: 1"=30' � �`L°g `Z�� I � I � x � 31.0''�3 �� $�� ;�` x��-j+�1� +�� x ❑ U ' C I � I � I � � ST G a 2 ti �i ti ,,� • 1 � � 0 15 30 60 +� . � a �1 � �°� 6 ��x x�"� a I2�� g I I I x �_� "��' '°`�� x� x�� x�� 26" x"S�'$ ;��,.7�� 0 C6 9 2 `y �`L� �,� 6 �`L' o. . x2g x'y°' x28 x�9 ��5 � I � I � � C' F x-�Zx-� � 1 I �� .69 .�� i i x � I x�2� U N IT F x W I25� `L�� I I I I I I x-526 x-5`L1� +�10 1 �,96 � x �n � x�� F. F. E.=31.35 +�ti � � �II �$ I � I � I � � 2� �� a 6 �� a. ti a o I � � � 6. "'hti "'S 0 x,Lg°J x,Lg k x2g$ ��9 x`1-� =ti�'? x � I „ � h � I 2� g � I I _a�, +� �. ocpuoi r `L°' 6 I � � z / CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � � � i , of Florida, Inc. yv � J � �� o � � o O } � l0 S n Q � � o , z � ai�m� o - N Q � � � � N � w �^ o J '� Y �m � �Qo� a � � o _ �- � � � l0 U �� " A1 LL �o�� w � '� �� o � � Oa o � J � LL yW N Z O W � � m W Q 0 O Z � z w � W ~ z z V w � O � � _ W a oa a z c� > Z W � O � � w o � Z � `� W � O � � w � J w W � Q � � V � V� z O Z Z 0 � J Q � � Q ` � W � � Zzo ZQ z �p� -a O QU - W w w � � V~� Q� x 0 � w� �Q w = Wa �� m � � O � � � � � z T � � � V � � V W � Q 0 0 � �u z a � � � Q JOB No.: 2019-030 SHEET C302 oF 22 FINISHED GRADE DIMENSIONS & QUANTITIES 4,_4„ 3�_4�� Zz„ 1'-5' �1'-5' J • \ / / , � i / �\ � � -� M GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) ;,N Z�� II Z�� D X A B C E F G Single Double Triple Quad N Standard Extra Single Double Triple quad Single Double Triple Quad � �� A DENSITY TEST SHALL BE PERFORMED Pipe Pipe Pipe Pipe Weight Pipe Strong Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe -� o o FINISHED GRADE BETWEEN STRUCTURES AT THE FOLLOWING 15" 2'-7" 227' 4.09' 636' 4.03' 8' 1.22' 4.63' 7.21' 9J9' 1L37' 1.19' OJ6 1.16 L54 1.94 8 10 11 12 0 O � � SEE NOTE NO. 5 LOCATIONS: 18" 2'-10" 236' S12' 7.48' S.03' 9' 1.41' 4.92' 7J5' 10.58' 13A2' 1.21' 0.85 1.28 1J1 2.11 9 10 12 13 1" 1" Iv � � � z a" 3'- 5" 2. 5 3' 7.18' � e. � r �.03' n 11' 1J 3' S. 5 0' 8. 9 2' 1 23 3' 1 s. � s 1. z s' i. o z iss z. 1s z. � s i o iz 1 3 i s 24 3-0 Z P�PE r' BEGIN TESTWG IN THE FIRST FOOT � � �� - I I I I I I A ND T H E N E V E R Y 2 F E E T I I I� I I I I 3 0" 4'- 3" 2J 0' 92 5' 1 1. 9 5' 9.03' 13' 2. 0 0' 6. 0 8' 1 03 3' 14.5 8' 1 8. 8 3' L 2 9' 2. 5" 3" L 2 3 1. 9 8 2J4 3. 5 0 1 2 1 4 1 5 1 7 _ � 0 _ � -1 1 1-I 1 I_ 36" 5-1" 2.87' 1131(> 14.18' 11.03� 15' 2.24' 6.67' 11JS 16.83' 2192' 133' L5' 3" 1.40 L38 333 4.24 13 15 ll 20 �, � 0O � I I-I I I-I I I TO WITHIN 2 FEET OF SUBGRADE 42" 6'-0" 3.05' 1337' 16A2' 13.03' 17' 2.45' 7.25' 1325 1925' 2525 138' L5' 3.5" 1.60 2.83 4.04 5.26 14 ll 19 22 O a � �� 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 7.83' 14.58' 2133' 28.08' 1.42' 2.5" 3.5" 1.81 3.26 4J0 6.14 15 18 21 24 �; � _ � � \ �I ��' sa" �'-s" 339' ll.49' 20.88' v.o3' 21' 2.83' 8.42' ie.os' z3.�s' 31.42' 1.46' 3" n�� z.os 3.�s ssa zza v zo z3 z� �n 8 ' 8 "'�� 12 II� BACKFILL SHALL BE PLACED IN 12" MAX. I�I I 60" s'-5" 3.56' 19.55' 23.11' 19.03' z3' 3.00' 9.00' 1�.so' 26.00' 34.50' 1.so' 3" a" z.zs 436 6.43 s.so ia zz zs z9 � o o � � INITIAL BACKFILL �I II� LAYERS, EACH LAYER TO BE MECHANICALLY �- z � _ � 0 EMBEDMENT iI�I TAMPEDTOAMINIMUM100%OFMAX. III- O � 6.42' � 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. O� SPRING �� DENSITYASDETERMINEDBYAASHTO O 10.40' 0 10.10' Dimensions permitted to allow use of 12' standard pi pe len gths. Note: See Sheets 5 and 6 for details and general notes. O O L I N E � MATERIAL Q � �I II METHOD T-99 FOR NON-FLEXIBLE PIPE II I > � O Conaete slab shall be deepened to form bridge across crown of pipe. See section below. � - I 3�-4�� I� OF (RCP, DIP) AND 98% FOR FLEXIBLE PIPE. � I�I1 U Z � `V�� 1� PIPE HAUNCHING z �- w� � � BEDDING, 6" MIN. � 12" MAX. 12" MAX. z a M PLAN ��- -�z �- I� �..� 1z � (IF REQUIRED) Q a w � qndPd� a ries-Se e z S 0 d ' n = FOUNDATION v Q Q Q Q Q Q Q Q Q �� sod� N C� � S heet6of6entMod�ficatia tion � w APPROX.WEIGHT465LBS. � \ (MAYNOTBE 'xi' � �O�O O� �O O�O� ,� z J �Q nsi �� _ 1' _� � Beveled Or Round Corners Construction Joints Permitted �n �ejail5 � -� REQUIRED) z � � � � p � LL� ��-, q x� 3'-4" � O O O O O � � p q�_q�� 5 3„ %/. �� /'� ,� i� = O O O O w Y a a �rate - 1'Max � 0 3'-p" 4 NOTES: I 'v O � O O O O O m � zs 9 0 0 0 0~ o o�� Gr a tess B �� 1. I N C E R T A I N S O I L C O N D I T I O N S A F O U N D A T I O N M A Y B E � Q� � Q� z�w � z pacedl q,�� roc. w" P I P E ^� _ R E Q U I R E D. � Q� Q � Q� �zQ a X z � GRATE� �-� M�� INVERT �O O�O a� � _ 4 1 3„ w Q z � 2" CL. 2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH �\ 0 a`" � � iD v concrete Construction loints Permitted �� w � �� BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A �/// � o Connector Q� w O � � � vi (aj \/ /// =_I I- I I I g o �� s Pipe 1, >,� �n LL v a v N / UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE � - I I I � 3a S a d d l e * � D i t c h G r a d e N 18�� a Q ( P I P E. �� /� � I I I I I I I= I I I -II I I-II I � 1 E Y E B O L T S ,,, m o o -II I I I- � Z �� SEE INDEX N N z a 3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE 2' Not LessThan D � Zp1 m m SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED _ o 0 o O NoPipeJointPermitted g�� UNDERTHEPIPEANDHANDTAMPEDTOPROVIDEADEQUATE HANDPLACED � Unless Approved By The Engineer 6�� #4 BARS SELECT MATERIAL \ � E 3' 2'Sod „ 1�� SIDE SUPPORT. (MAXIMUM 6" LAYERS) QUADRANTTO BE SHAPED Fastener STRAIGHT BARS 2 X 4 � � Paid ForAs Pipe Culvert @ 12" CTRS. 12"� WEEPHOLE COMPACTED WITH MECHANICAL TO RECEIVE PIPE BELL F(Pipe To Be Induded Under Unit Price For Mitered End Section) SECTI O N 4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" TAMPERS AND BARREL sod *s�ope: W ROCK FILTER RETICULINE BARS 14"x 16'� � � ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED. Concrete Slab, 3" Thick, Reinforced With 1 1' SECTION T o � P i p e F o r P i p e s 1 8" A n d S m a l l e r F A B R I C B A N D S 1- X q WWF 6x6-W1.4xW1.4 ^' , � z 5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY NOTE: IF PIPE IS NOT UNDER PROPOSED PAVEMENT, z:1 For Pipes z4" nnd �arger. APPROX. WEIGHT ZZS LBS. BACKFILL SHALL BE COMPACTED TO A FIRMNESS �- RECOMMENDED MAXIMUM PIPE SIZE: as PER aasHTo r-99, TO A POINT 30" BELOW PROPOSED APpROXIMATELY EQUAL TO THAT OF THE SOIL P R O F I L E G R A D E O R E X I S T I N G G R A D E. T H E F I N A L 3 0" O F TOP VIEW-SINGLE PIPE 3�-O�� WALL-24�� PIPE BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS ADJACENT TO THE PIPE TRENCH. NOTICE: PER AASHTO T-180. 1 SIDE DRAIN MITERED END SECTION 1.)STEELGRATESAREREQUIREDONINLETS 2.)ALLINLETSWILLBECASTTOPROVIDEAI8" WITH TRAVERSABLE SLOTS AND ON INLETS SUMP BELOW LOWEST CULVERT INVERT 6. DENSITYTESTSHALL BE PREFORMED ATAREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMITAGENCY HAVING JURISDICTION, SINGLE AND MULTIPLE ROUND CONCRETE PIPE WHERE BICYCLETRAFFIC ISANTICIPATED. ATTHECONTRACTOR'SEXPENSE. PER LATESTVERSION OF FDOTINDEX430-022 4 TYPICAL TRENCH DETAII PRE-CAST TYPE 'E' CATCH BASIN BACKFILLING REQUIREMENTS N.T.S. 2 N.T.S. � N.T.S. z 8" LIMESTONE OR COQUINA $„ 6' S' 6' O BASE COMPACTED TO 98% 1/4" ALUMINUM POLLUTION � 1 1/2" TYPE SP 9.5 MAX. DENSITY PER AASHTO 6" RETARDING BAFFLE TOP EL.= 28.80, OVERLAP 2' MIN. x V ASPHALTIC CONCRETE T-180 METHOD. BOTTOM EL.= 25.30 BOLTED 6" ON a � BASE SHALL MEET LBR 100 CENTER W/ MASONRY BOLTS 24�� i:iznnnx �� i:iznnnx � SEALED W/RAM NEK SEALER. p � p HANDICAPPED SIGN � a�� z' - GRATE EL.= 28.80 � �o .a 4 � PAVEMENT 1/ 4" A L U M I N U M P O L L U T I O N JOINT Vi , 0 12 RETARDING BAFFLE �O Z op INV. EL.= 25.30 O � ,, ,��` a . O � Q'�� WHEEL STOP ` a I p 19.2�� r � 12" STABILIZED SUB-GRADE FBV RECTANGULAR NOTCH �� Q 1ti ti'y 5 HANDICAP PAVEMENT OF 75 PSI COMPACTED TO 98% � INV. EL.= 26.90 � ��C�• ,�yQ • STRIPING PER FDOT �"L MAX. DENSITY PER AASHTO %= ti. INDEX 17346 T-180 METHOD. SUB-GRADE NOTE: 3,000 PSI CONCRETE AT 28 DAYS 18" RCP I � REC. NOTCH � � �`�' ~ SHALL MEET LBR 40 INV. EL.= 26.90 // �� Q I � I I � I V-NOTCH z PAVEMENT SECTION INV.EL.=25.55 ISOMETRICVIEW 5 TYPE "D" CURB DETAIL '� � N.T.S. 6 INV. EL.= 24.81 I V-NOTCH \�_- �/ INV. EL.= 25.55 VARIES HANDICAPPED SYMBOL N.T.S. ' 1 8" R C P 6" S T R I P E S ( T Y P.) Z PER LATEST VERSION OF FDOT INDEX 300 L__ J INVERT EL.= 24.81 JOINTS WOVEN OR NON-WOVEN W FILTER FABRIC S TYPE D-3 Note: All Paved Parking Stalls are to be double striped. G 1/2" STRUCTURE 12 12 a �� 1/4,�R 1/4°R BOT. EL.=23.30 Min. Min. (SEE INDEX 199) �TYp.� d,4 HANDICAPPED PARKING O e � � Ro�NOEo SIDE VIEW FRONT VIEW 9 SIG NAG E STRI PI NG DETAI L W a , <ae � < ' °� , d CONCRETE TOP SECURING DEVICE / � ° ° a � ELLIPTICAL PIPE N.T.S. W CONTROL STRUCTURE CS-1 0 1/2" Pre-molded Expansion 3/16" Saw Cut Joint 7 � Joint Material Maybe Substituted N.T.S. z 7' LONG x 6" DIA EXPANSION JOINTS CONTRACTION JOINTS STEEL PIPE FILLED VARIES HANDICAPPEDSYMBOL �= WITH CONCRETE (SEE JOINTS � N 1/8" ALUMINUM PANELSCREEN ParkingBy W PARKING � NOTES) 12�� 12�� WOVEN OR NON-WOVEN PRINT SYMBOL COLORS SELECTED DPe mlltd Q I FILTER FABRIC SELECTED PER OKEECHOBEE only 6'-0" SLOPE 1/2" TO BENT FRAME ANGLE Min. Min. COUNTY PARKING CODE VAN O � 6„ FINAL GRADE 1�� BUILDING WALL 30" DIA. RAZOR A$250SFINE 2% � RIBBON 0 a, ° a a RAZOR RIBBON SECURING DEVICE � � � ` a FINAL GRADE � �"� (CONC. OR ASPHALT) a c.i ROUND PIPE 4 THICK CONCRETE 2500 P.S.I. M � PIPE SECTIONS 2" SQ. ALUMINUM POST �"� � -° 18" DIA CONCRETE � PROVIDE EXTENSION COST OF FILTER FABRIC JACKET TO BE FINISH AS PER SPECIFICATIONS N 6" COMPACTED SUBGRADE TO NOT , BASE � ARM W/ 3 STRANDS INCLUDED IN COST OF PIPE CULVERTS O LESS THAN 95% MAX. DENSITY AS � � Q OF BARBED WIRE FINISHED GRADE a �' - ON EACH SIDE N DETERMINED BY AASHTO T-180 a O FOR ALL PIPE TYPES NOTES: � /\, N EARTH -IIIII "y°} o°� IIIII�� 1. Provide ex ansion oints 20' center to center, at PC & PT of curves, unctions of existin & \"�� \ � �� _� � f `, -� � CO � p > > g BOLLARD PLACEMENT i-s a o.�. �a .<� new sidewalks, and where sidewalk abuts curbs, driveways & similar structures. iD PIPE RAIL F I LTE R FAB R I C JAC KET CONCRETE FOOTING -_� � t` �� I I � 2. Provide contraction joints 5' center to center. 8 � � °� � � �- � N.T.S. -II } ¢ 1=1 3. Sod shall be placed below edge of sidewalk to allow drainage. BOLLARD NOTES: � 1=1I1=1I =1I1= 4. Sidewalk with 6"x6" No. 10 welded wire mesh throughout this project. 1. THE MINI MUM WALL THICKNESS OF THE PIPE SHALL BE 0.188". - 10 H A N D I CA P P E D PA R K I N G S I G N 0 � TYPICAL SI DEWALK 2. ALL POSTS SHALL HAVE 2 COATS OF YELLOW TOP COAT, UNLESS � 11 OTHERWISE NOTED. N.T.S. PER LATEST VERSION OF FDOT INDEX 522-001 3. THE PRIMER COAT SHALL MEET REQUIREMENTS OF FDOT 971-5. INTERMEDIATE RAI� 6'-0" EDGE OF 4. ALL CONCRETE SHALL BE FDOR CLASS 1. 1'-0" DRIVE 2-#5x18" LONG INTO 1-�� EDGE OF PAVEMENT PAVEMENT SECURE SIDE PAVING 36" * 36" (TYP) 6��WHITESTRIPE EXTERIOR BOLLARD DETAIL X � w- za N� � � 6 MIN � z 13 CONCRETE WHEELSTOP � 0 12' MAX o= 20 Overall Stall Length N.T.S. 1-0 ~ 1 �'� 24 WHITE STOP AR z �� I 6' MIN - - - 12' MAX _ -�� '" _ o . _ 2 Overhang #4 CONT. STOP SIGN LOCATION DETAI L o SEE STRUCTURAL ' 8 � � DRAWINGS FOR CONCRETE 9.. 17 NEW PAV'MT. 12" SAW CUT FOUNDATION DETAILS .° N.T.S. & BASE EXIST. PAV'MT. DRIVE 2-#5x18" LONG - - ifl INTO PAVING 6" WHITE STRIPE 6" r�, :.�'n;� ,; . ..:•. �;•' •e-�, � t. . ...:.:.. ' s .. ----- SECURITY FENCE AT CELL PODS/ BARBED ~'''�'�'r ��'` •f+�+`,",•~x`e'•'��`'�'` Edge of Pavement or 15 CALL 48 HOURS BEFORE Back of Curb TAPE I NSTALLATION YOU DIG IN FLORIDA, IT'S THE LAW EXIST. PAV'MT. & BASE TYPICAL PARKI NG STALL AW T DETAII N.T.S. ' ;� 12 FOR PAVED AREAS - N.T.S. �/� S C U TY P I CA L W H E E LSTO P D ETA I L i�, ' �F N.T.S. 16 FOR PAVED AREAS - N.T.S. of F�orida, �nc. y � � O � � � � � � � � � � � � � � � } � � �Qm, � � - N _ � "� '� Y � m � � N � � � l0 U QJ Q� � I � � � ai � a � W � � Z O N > W � � m W Q 0 0 Z � V z O � � L�L � � Q cn > i�. O L�L Z � W W � Q N =Q� � N O �- Q � � Z z O � � _ O � W W V -Y � o W � ma � J = Q V � W � � � oa � z � � V 0 0 _ � � � JOB No.: 2019-030 SHEET C500 oF 22 y � � O � � � � � � � � � � J � �� .�}�� Q�, ��N � � .� �� Y � c''� � � N � � � l0 U QJ N � � � � � ai � a _ W � � Z 0 � > W � � m W Q � O Z � Z Q LL O w � � � V z -O �_ �� OQ cn > i�. O � Z � W W � Q N =p� � N o — �- Q � H Zzo � � _ O�w H V —Y — � o c/'f W � ma oJ =a V � W � � � O � � z � � V 0 0 x � JOB No.: 2019-030 SHEET C501 oF 22 y � � O � � � � � � � � � � J � �� .�}�� Q�, ��N � � .� �� Y � c''� � � N � � � l0 U QJ N � � � � � ai � a _ W � � Z 0 � > W � � m W Q � O Z � Z Q LL O w � � � V z —O �_ �� OQ cn > � Z Z W� Q J =�o a v� z o V >- Q � Z w a Zzo Q �� V w V ~ 0 0 u� � Z ma � oJ =a V � W � � � O � � z � � V 0 0 x � JOB No.: 2019-030 SHEET C601 oF 22 LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT TOTAL LAMP LUMENS LLF DESCRIPTION �7 6 SA SINGLE N.A. 0.950 VP-L-80L-235-4K7-3 � 4�� P"� �"� 'N�. E`. = 26.98� W RIM ELEV. = 30.14' > iNv. E� = 2s.a3' a" Pvc (w) � � 2 SC SINGLE N.A. 0.950 VP-L-80L-235-4K7-4 �oN�RETE RiM E�Ev. - 29.�0' iN�. Fi. _?s.49' o 4" PVC (E) BLOCK 95 2 SB BACK-BACK N.A. 0.950 VP-L-80L-235-4K7-3 W ,N� = P.e. 5, Pc. ;N89°49' � a"E 284.08' W C� 10 SW SINGLE N.A. 0.950 VP-S-48L-110-4K7-3 .�. � C�0 1 SD BACK-BACK N.A. 0.950 VP-L-80L-235-4K7-4 1.' Z.5 z.s 0 0 w - STM � STM I ELEV. 30J0' 18" H.D.P.E (N) INV. EL 25.68'� 24" H.D.P.E (E) INV. EL.= 26.68' 32" H.D.P.E (W) 1Nii�EL= 26.68' ❑E �l I - � I I � I I I I I I I I I I I I I I I � � � I � I I I I I I I I I � I � I I I I I I � I � I I I � I � I I I I I I I I � � � � � I i I - - � I I � s I O � ❑E CAGE�D WELL \\ � - - - TOE OF SLOPE _ _ _ � LIGHT POLES 2.9 3.1 �.o � (SEE ELECTRICAL PLANS � . . . . 4.6 3.3 3.3 FOR INSTALLATION) sA III � - - ' , ''�, . . . . . . . �5. D �4. 9 �3. 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . . . . ' X .- X . .- X � . . . . RIM ELEV. = 28.92' ❑� . x. �. \ . . I INV. EL. = 24.84' I . ,. _ _, - ��_ . . . �6.5 �5. 9 . . . . . . . -�-- - I. LIGHT POLES U N IT A �: � . ,,_ . - NS . . s.e 6.s s.6 (SEE ELECTRICAL PLA . . .=30.50 sa . FOR INSTALLATION) I. FFE TOP OF BANK � � � � � � , , . . . . . . . . . . . . . . . . . . 1 . 9 5 . 2 5 . 3 4 . 7 � . � _ __ ___ . . . . . . . . _ / ___ ��•.,___ _ ' �......'__ .� , � �x x-x-x x x x x x-x-x--�x� - - � �� , � a 1.4 3.7 9.2 �3.9 3.6 = � __ � -- .... - � --- a X � I". a �1.6 2.2 2.6 3.9 �5.1 �6.0 �.9 i.2 6.7 �.2 '3. 2.❑B 9.3 9.3 t3.8 3.2 2.2 O.B�� 2.2 �3.9 �6.1 �7.7SW�7.5 �5.7 �3.3 2�.2 .3 � 2.2 �3.4 �5.4 �7.5 S II.l 6.2 3.6 2.5 1.5�� 2.2 t3.4 5.2 7.3 S 9.2 '7.0 3.8 2.7 1. X--- ... X --- de I /� X' I �1. .9 2. �3.3 9.1 ��6.6 7.8 8.3 `!.0 T5.3 4,1 �3.3 9.4 9.0 t3. 2.9 2. �1.9 �1.9 3. �5,1_ �7.9 �7.8 �.0 9.D t3.2 �l. �3.0 �3.7 9.7 `/.9 `/.7 5.2 4.0 3.1 2.1 2.7 °3.6 4.8 `/.3 7.8 �.6 4<9 �3.5 �.0 � � _, - �i ��------ x.° x . . . . . . . . . . . . . . � - � Ig I �,:,�,�,:,�,:,�,:,: �, .� �.�a.6.6 5.7 4.2 3.9 9.2 3.7 3.1 .6 1.9 2.1 3.4 4. 9.8 6.0 5.9 4.9 .6 9.5 � 3 9 4.0 9.4 5.0 5.3 5.2 4.2 3.5 2.6 1. 2.0 2.5 3.0 3.8 3.9 3.2 3.3 2.5�� 1.9 1.6 0. x a < x d a a �._ --_�' .-� --`--� '-" ` d ?�. 2. 2 2. 6 2. 5 2. 3 1- q �''� � -----`--' . . .0 2.6 2.2 1. 1.7 '3.D 3.9 9.9 .9 6.8 5.0 9.5 9.6 4. 4.8 5.6 7.1 .7 4.9 3.9 2.2 1.2 0.8 0.9 1.2 1.5 , 1.0 ,� � i� - i� - i� - i� � i� - i� � -� - i� . X . .Y` . . Y`. . i� -, it . X . - -__ ___ - ..�\+. . . . . . . . . . . . . . . . . . . . . . . . . . . a G . i�. . i� . i � � . .6 �.D - �__-. _ SC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � , .1 9.2 �. 3.9 3. � � v 9 S B � � � . � � �. � x 3 8 a . . . . . . . . a W r W a . . . . . a W . . . . �-",� , . . �a d . , x. . . . . . . . . . . . . . . .. . . . . . �5 .1 � .3 . . . . . . --------- , . ---- ---------- � . _ � < � . . . . . . . . . . W W . . . . . . . . . . . . . � . . . . � W . . I. /. � . ., + A < � . � . . . . . . . . . . W . W . . . W . . . . . . . . . � `3 `3 `3 W � x / � / �1.9 .3 3.5 �3.9 �.3 .9 4. .9 9.3 4.9 4.2 .5 .4 I x . . . . . . . . . . . . . . . . . . . . . . -- . . ,"� '� . . � - - �J 6 2 5 7 `,' �� ' I I ° �•YARD •DRAIN. . • . . . . . . . . . . . . . , y . ' "" "" ' ""W• . . . . . . . . .��,� . . . ° 1.5 .3 2.9 3.8 9.9 5.6 4. 3.5 i 3.4 4.2 4.9 9.2 9.5 �, � RIM ELEV.. = 30.42 . . . . . I . . . . . . - . x SA I .. . . .. . .. 5.e 5.3 LIGHT POLES I. i I. x . . . . . . . . . . . W � . W . � . . . . '�.7 �.1 � . � . � . � . � . (SEE ELECTRICAL PLANS . : .� . ; . : . ; , : . ; . � � i.5 .5 2.9 3.3 �3.8 4.�� fy �.� 3.8 4.6 4. 5.9 5.2 X �� A � �i � � � � � W , - W , W W i W. � - yW � FOR INSTALLATION) I . : , : . '. i.6 .s 3.0 �.9 9.. .e 4.9 s.� Ts.9 �.3 S�. I . . . . . . . . . . . . . . . . . . . �t3.9 4.4 . . . . . . . . . . . . . a PARK11�� d � � ' ' ' ' ' ' ' ' ' ' ' ' ' . . ' ' ' . . . ' . . ' . '� ' ' ' ' ' . `�1.4 �.2 2.6 2.9 .5.�; �._ _.�. .�.0 3.3 4.9 5.2 6.9 �5.6 .�� o i � . . . . . . . . . . W. W. W. W. W � W. W. . . .3.2 3.3 � .. . . . W . . . . .I . . . . . , �\\� � I. - . . . . . . . . . � . W . W . . . W . � . . W . . . . . O . . . . . . . X . . . . . . \, i � 1 . 9 1 . 8 2 . 0 2 . 1 2 . 3 2 . 3 2 1 . 9 2 . 9 3 . 4 4 . 3 5 . 0 9 . 9 . x. � � i 2.7 U . . . . . . . . . . . . . . . . . . . . . .I . , , , . � � �..:2. 2.4 2.3 2.5 2.5 2.0 1. 1.3 1.7 �.8 3.5 �3.5 °3.7 . I. x �T(/'� U� v �' RIM EL V. = 9.22' . . � 2 � U N IT 6 ..z 3F�.� �.o � aa�.� �.o 'z.a �.o �Z.a �Z.i i. i.o i.n 6 P�v.C. �N SF x \ � I . . . ./� . . IIVV. EL. = Z�J.2� I, � � f1 P.V. . N i ..JJ J � ) i I � _ � �. . ,. a '� .� z. 1 . . . ._ . : . - . 5� . I . . 1 . . . . �1,�� .0 .3:3 3.1 �3.2 3. ..._ _.3 , 0' � �, 1. NV.�i. - PLrJ5.2 . . . . I i \ x . . a x'I x LIGHT POLES s" P.V.C. (E) Y � � � � . � � ,' . . . . . . . � . . � iNv. E� 2s.2i J . . ........ / i . . x . . . W . . < a � 9 5 4 0 �3 7 �3 5 �3 5 �2 3 �1 . �0 . 9 �l 2 �� V C2 �lN� 2 . 3 2 . 1 . � I � � z (SEE ELECTRICAL PLANS I --- / INV. E. 25.42 (MAYBE OLD) i. o � x � - ' FOR INSTALLATION) / � /� � w �� . � I L�G�"�T POLEJ � � V N IT D : � - . . . . . � � 5.9 5.3 �4.5 �3.9 �3.8 �2.9 1. �7.9 �1.1 i•5 1.5 1.5 �.4 , > x � X. O� I (SEE ELECTRICAL PLANS I S� i.o 0.9 i.i i.o I � � i I �.� . s.Q s.o �.a �.� *z.6 i. i.i i.o r� �,, FOR INSTALLATION) -a " "' x ' a° � � i -a < _ o a ------ - - - ._. .........______-- � � _ . . . . O SW a...... �:� a 4.7 �3.2 9.3 3.2 1. 1. 6 1. 5 1.3 1.3 1. 4 1.1 �....... . W ' - ...., . . . . . . � _ � �� ...� `� - . . . . -__- x �� " I � � \ � ` �1 9 �5 1 �5 `5 1 �5.0 � 2 / �- . 9 6 2 5.1 . �4.7 3. 3.1 2.9 .2 2.3 2.2 1.7 I� O x. x ��'� . . . . . , � ... - �� . . ........, I _____ ______--_ �___- _- _______ ___- _ __ . . -__RlM €�EV =� �-Q:-il9�c....� . . �3.8 1. 2.0 �5.0 4. 5.2 �5.9 �5.1 �5.4 4. 9.2 �3.5 2.8 2.9 2.8 2.1 �� B , � I \ , � �. 4° P.V..C. (S) � X- X� X.--X-T X-. X. _ x --- x �_ . -- SW WHERE PIPE GOE � . . . . . . . . . . . . . . A. . . . . . . . . II'I. . . _ . . . . . . . . . . . . �2 . 0 �3 . 4 6 . 5 9 . 9 9 . 9 6 9 �3 . 9 �2 . 3 `1 . 7 2 . 4 2 . 9 �3 . 4 4 . 3 �3 9 �3 . 0 �2 . 9 `1 . 9 3 . 7 3 . 0 1 . � . 7 9 . 1 4 . 8 5 . 2 �5 . 2 �5 . 3 �5 . 2 4 . i �3 . 9 �3 . 9 � . 5 �3 . 3 �3 . 3 �2 . 9 . I . �� i . . . . . . . . . . . . . . . . . . . � � X x '� . � . . . . . 6 6 . 5 8 . 1 8 . 8 10 . 2 8 . 3 . 2 5 . 2 . . . . . . . . W W . . . . . . . . . . ..... y,� „�, ..... 2.9 3.7 5.7 10.3 11.0 6. 3.7 2.7 1.7 2.2 3.2 9.3 6.8 7.6 6.1 9.2 3.1 1.6 2.2 1.8 1.2 1.2 2.5 3.9 4.5 9.5 5.5 5. 5. 5.7 9.9 4.5 3.7 3.8 2.7 .I� Io `W'y`W " , I , . xI �. �. �. �. �. �6.3 6.8 .3 10.5 9. 9.6 .1 .1 �. �. �. �. �. �. �.�. �.W.W. �. . �.� .9 6.9 7.9 _a.. a < . .a � � ..a.� � aS � . < � < _.a -9----'�'a < . . . . . . . . . . . . . . . + � I ''�, 3 • � � < a � W � a 4 3 9 9 �6 . 6. � '9 .1 �8 : 5 �6 . 5 B 4 0 �� . 6 � � 2 . 8 < <; � � < , < e o o a . . . . . . . . . . . . . . . . . . . .� , . . . . . . . . . . . . . . . ' � . . . . . . . . . . . . . . . . . . . . __ ____ - - .._...._ __- _ -. . . . . -.__-_-_ ___ __J�_ . __ '" a < < e SD X ' x��' 3.4 5.1 6.8 �J.S 9.5 11.2 9.3 8.5 6.8 5.1 .7 �2.9 �2.," �� I�1.8 4.6 8.0 - l, / 1 �j� �„�. . .�. � , .� `., '� � . 3.3 5.0 ?.1 8.5 8.5 $. 8.9 8.3 5.8 4.9 3 3.3 3. � � • 2 7 3SW ,.1 �......--- �� I I� � .� . � . I� . �2 . 6 �4 . 5 6 . 9 8 . 0 , 3 . 3 �2 . 5 �3 . 5 �3 . � �� 1 . 1 . 7 . 6 . 7 X � . .Sg . . . . . . � � i � � _ ; - LIGHT POLES / � i.9 3.s �.� 5.0 *�.1 5.s 6.9 's.s 5.e 2.s i.e �.9 a. �, (SEE ELECTRICAL PLANS " ;' U N IT E FOR INSTALLATION) � � , a /� i.6 �Z.9 '9.s �.s � � . �. �� z.o ii.6 �.� �. � �� . x x'i � �� /I e I I d � � / / }, + , a \ � � X i i 1.S 2.% �\1 (/�� - (♦�\ + .i.7 3V�I1�� I�� V9 i.5 9.6 �8. � SW �--- ---- �-- ' --- - ------- ----- --- _ _, . ' LIGHT POLES I a , x �1. 5 �2 . 6 3 . 3 3 . 4 -� _ _ �3 . 5 -� . 3 3 , � �2 . f3 �- . 9 �,, � . 9 � �'� � �,� _- � :� � *�.a 3.0 3.i �.z .o �.o �.� 'z.o `.� �l.s� 'n� ,F� �� Ii i.6 z.� �Z.e 5.o S.z 3.z .z �.z �.o z. i.9 �.o �. aa . � I �1 . 5 2 . 5 2 . 7 �L . 9 �3 . 0 �3 . 1 . 3 �3 . 2 �3 . � 8 2 . �2 . 3 �2 . � � � �� xl'' � � x �i.3 �2.4 `2.9 �3.0 �3.0 �3.9 � 3.7 3.9 3.8 �3.5 �2 ��^�� pQ�� ._ .., ------ ---- .. I -- - � (SEE ELECTRICAL PLANS x i.z z.z z. .0 4.o z. FOR INSTALLATION) I1.0 2.2 �3.0 �3.4 �3.4 `4. ,.5 5.5 5.4 `4.6 �3.2 �', CON TE SLAB I A CONDITIONERS x 1.0 2.2 3.3 3.7 4.1 6.�1 �5.3 5.8 5.9 �S.Q 3. E�.e �.o �.� �.�� .o �.�6.9 5.6 9.2 SALLY PORT X � P OF BANK 9.3 �.6 � - '7.9 - _ 8.0 6.9 5.7 I A I x I -SB I9.0 8.9 6.3 �, � \ � - X X� X _ - " --- � I2.6 9.1 . .- 6.3 -, - LOP�.3 8.7 8.2 � � x o 0 0 " SA � � �� 3RIM EL V � 0' 8 1 ��6 . �8.7 8.5 7.0 � � x 24" R. .. x� �, ��T STM STM I`2.2 3NT' E�.S 2��84 , 5. 5.0 6.2 �7.3 7.1 6.OI I WEIR EL. = 24J4 - - - - � I � - _ _r0E OF SLOPE JI . z.� �.o �.o-�. -�.�- �. �-o-�r �. I - i � I �9'S6"E 904.14' iCi / TOP OF BANK I I 1\ � � �� OF S STM - ST� 36.3' M M � N N 36.3' Q v �- d ° a a a d � � �a a a a <a ` a . . a � a ,G a .eda d ^ e a a a a < a . a e a a$ a a a a M V. d 2 " R.0 � INV. EL . = 24.66 � 24�� R.�.P. �E� INV. ELEV. = 24.66' i 2" P.v.c. (N) - ST INt��ES✓T� �g,�j' STM - STM w , w � 03 " CONCRETE WALL S89°49'S6"W 904.14' o � II II � EDGE OF PAVEMENT EDGE OF PAVEMENT 0 TOP OF BANK 24" R.C.P. u _ _ _ _ INV. ELEV. _23_95� - - - ,TB� 8� s�' 8�� C/L NW 6TH AVE. (F) C L SEMINOLE STREET (P) � i � z3' N �_ a P.v.c. (s) � SA INV. EL. = 26.65' �RIM LEV. = 2. � � � SAN 8" P.V.C. (NW) � 15" .M.P. (S) �� ` SAN INV. EL. = 26.65' z INV. L. = 23.92' u.,• 4" P.V.C. (N) 15" .D.P.E. (N) SEPTIC TANK INV. EL. = 26.80' � � INV. L. = 23.29' LID ELEV. = 9.36' w - RIM ELEV. = 29.67' 3" P.V.C. (SW) � (SEE ELECTRICAL PLANS " FOR INSTALLATION) � UNIT F STM - STM � � i �` x � I C � x ( � � r X � I _ I � � X � �� X � � v a W � �� Z � w � Q � �a � C l.� ZV' c LIGHT POLES �� (SEE ELECTRICAL P �rNS: FOR INSTALLATIO ) SAN RIti CO U N. � ❑FiU W : /� � � � `/ ` � ZQ w F �a� _� �jC � Z� � J U \ � CURB INLET RIM ELEV. = 26.94' 18" R.C.P. (E) INV. ELEV. = 22.3�' �HU _ oHu � TM - STM - � RIM ELE� UNABLE T OBTAI 1 I 6E OF PAVEMENT Y r W/ TYPE D CURB I RIM ELEV. = 28.54' a � x RIM ELEV. = 28.60' 24" R.C.P. (W) x �I � z'.�2v19' � 24" R.C.P. (W) � 15" R.C.P. (E) I � INV. ELEV. = 25.11' r� INV. ELEV. = 24.98' 15" R.C.P. (E) Lf� ELEV. = 26.14' RIM ELEV. = 2� 24" R.C.P. (E) INV. ELEV. = 25.40' x w '`'��(W) 15"R-C-P-(VOT INV. ELEV. = 24.98' 18" R.C.P. (N) I �5 ELEV. = 26.01' �INV. ELEV. = 2 � 8" P.V.C. N z IN�.T��EV.(=) 2��m1 - STM - I�v��E�EV_= �5�.�5' xSTM � STM STM - STM - STM " EDGE OF PAVEMENT I TYPE D CUf�NCRETE SIDEWALK X x � ,\ \GE �PAVE�NT \ \ \ \ � X X - X - X - X �PE � CUR� _ X - X - X - X - X - X - x J \ CHAIN LINK FENCE � \� c'�\��ctr ` \ \ f�9 4�'56'� 9�4.1 � (C � \ � � RIM ELEV. = 27.84' = i 2" R.C.P. (S) Q � � NV. ELEV. = 23J7' C�� I 3 I � 3 C/L NW 4TH STREET (F) C/L TENTH AVENUE (P) EDGE OF PAVEMENT � - - - - - - - - ❑ STM �T�11 E�EV-= ��NY7' �I STM - STM STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - - - - - - - - � STM 48" R.C.P. �W� vi INV, ELEV. = 24.40' � � �I � -� 3 O Ic �I -� 3 �o _ c � � I3 STM I � STM � C � z , STM I SCALE: 1"=30' 0 15 30 60 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , i , � o � of Florida, Inc. yv � J �� } � � O ., Q � , � ��N = t/� 00 � �� Y N m � � � N � 00 � � l0 U � Q� � � �� a � W � vi O � J z % w � > m Z O a O � Q 0 Z a z 0 a � 0 _ � � Q Z H H � � H � O x � � Z w � V O � � 2 H z 0 w V Q w � � w � ° � � Z Q O w � � � 0 w � Q a w � a Q � O � W � � m W Q � 0 Z n.� � W � z z V w � - � z � � z O \ Q � a N � W � O w � Z0 w - W � � z w �" W w Q � n. � Q � � z � " Nz�� 0 � J Q � 0 z ` �yj �Zz� z = O = o v v O � W w w ~ V -Y � W � O �` W � w = a� M ; W � O � H H � z T �w � � V � o W � � W _ � z � � Q Z J a V Z � iw V J JOB No.: 2019-030 SHEET C602 oF 22 LEGEND: -O-O-O-O- PROPOSED SILT FENCE � x� x� x� EXISTING FENCE TO BE DEMOLISHED EXISTING BUILDINGS AND PAVEMENTS TO BE DEMOLISHED � EXISTING STRUCTURES TO BE DEMOLISHED - sTM - sTM - EXISTING DRAINAGE LINE TO BE REMOVED - ��RECTION OF F�p W �_ FABRIC �\ I III- BACKFILL _III- ��-� � �- I- I I- TRENCH ��• - I I-I I - - - - � FABRIC TO BE 1$° BURIED 6" MIN. � TOEIN FLAP I SODDED SLOPE � IM ELEV. = 30.24' I x 15" H.D.P.E (N) m = 6.26' x 18" H.D.P.E (S) �` w o INV. EL.= 26.22' � � a � o (n XY � z 3 � Z I X� � � 3 �x W I� a N x � � ELE p 3 W � � I J W � a N oI � x � � STM � STM i a� 0 N I OI ol � � -CAGEq WELL CAGE�D WELL \\ �--- 24" H.D.P.E. W/ M.E � INV. ELEV. = 27.20' _ �Q'J 142.53' (C) 142.5' (P) BLOCK 96 P.B. 5, PG. 5 � O 0 0 0 TO BE RELOCATED� TO DETECTIVE v IMPOUND LOT o 0 _ _ TOE OF SLOPE _ _� _ _ - - TOP OF BANK BLOCK 96 P.B. 5, PG. 5 B OCK 96 142.53� (C) 142.5' (Pi EXISTING BUILDING _ TO BE DEMOLISHE[ '�a/1 • • • • • • �o-p- I I o / I `INV. L. = 23.92' 15" .D.P.E. (N) f INV. L. = 23.29' H ti f � � � � � � � STM RIM ELEV. = 30.70' / 18" H.D.P.E (N) '�- O � Q�`Q- �� /�� /� // �/ " /� /i^ �'L � �y� X// X � INV. EL= 25.68' � X X v� CHAI INK F + 24" H.D.P.E (E) � O � � � Z � INV. EL.= 26.68' � � 3.' 32" H.D.P.E (W) X I 3•� .F x O O . L= 26.68' I O X 3 1 � O O I � ��'''',,'��I � z � Wx z xW O N C R E f O N C R c> � �x SLAB SLAB �x �W I I � Z Y • � O Y OJ \ < v 1. ' 2 X- x ?x I =X` 2. ' .,' X M S v V E� a IQ � C � 3 � - 6 7' - - - �/ - - /- � E U I � X� X� X� X X X X� X X� X �/ X X� X � X � X �� X -�X -��- X� Q � HAIN LINK FENCE W/ RAZOR WIRE � I I XX x-x-x-" � � �X 142.53� �C� YARD DRAIN Q Xx� 147.5� �P� RIM ELEV. = 30.42' ,� 8 � I 3 O �o x XX� I � X 3 k �s� x W o XXY DEMOLISH # " SILT-BARRIER ��z FENCE �"� °�,ti� EXISTING BUILDING � � �,�� TO BE DEMOLISHED � (FABRIC FENCE) I �_ .F � U ,c.�\ � X + �°�= E K REMOVE X � � �� x/� X � EXISTING xX o + -�-� x �� STRUCTURES - EXISTING GRADE I � +�s'(c) 142.5'(P) ' I� � 4 f � x f� � =11I=111- ,- p � � I�� ff . � X \� /� Fti�, � k � � � ��1i0 /��F- F` I ff I X\ \~�.� 'G`t� '/ -!' � � O X �� y �f ,� '� � w o XX �; � � � � f I I � a N � � � � U � �\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\ ` o � PROPOSED � +'�ti �� - \�,,�� 42.�' 31.5• \// // // / // // X v � ` � o �,, o X\I � SILT FENCE � �� '1I � � � ��` <� �r X x -i' F,Y�,fn ('q ��k,yh � O O N� I a I � o � � �� ! o O 3 . �\ �� \�\\\\\\\\C CLEANOUT \\\\\ 25.3'N �� SAN - SAI�X g I � vl � O� � RIM ELEV. = 32.82' � ELEV. = 31.07' �9�.- \ 6" P.V.C. (E) \ 6" P.V.C. (NW) w � I \ INV. EL= 29.97' � INV. EL.= 28.20' 3 B� i i� �� EXISTING FENCE TO UNABLE\�O�OBATIN INVERT �o � � i ,� �� BE DEMOLISHED � � ' � �3 � o j � � �� ? � o � EXISTING BUILDING � °°� Y � I � TO BE DEMOLISHED �// / // "� _ CONCREfE REMOVE EXISTING DRAINAGE STRUCTURE - ,.,. 0 � ,9� RIM ELEV. = 29.67' � 4" PVC (N) RIM ELEV. = 30.14 INV. EL = 25.83' 4" PVC (W) RIM ELEV. = 29.70' INV_ FI. = 9.5.49' 4" PVC (E) BLOCK 95 = P.B. 5, PG. ;N89'49'18"E 284.08' 30 08' (C) 300 00� (P) REMOVE EXISTING PAVEMENT REMOVE/DEMOLISH EXISTING STRUCTURE � � m � � U 0 w � j RIM ELEV. = 29.22' \ sn P.v.c. (sw) < INV. EL = 25.21 6" P.V.C. (N)� 0 INV. EL = 25.21 6" P.V.C. (E) g�P�� INV. EL = 25.21 � � 6" P.V.C. (W) ��I INV. EL. = 25.42 (MAYBE OLDy ��P� P � "' � ' � / w U � 2 � � �. Y � > � I /S�PI o z �,, REMOVE EXISTING � PAVEMENT S u REMOVE � EXISTING ` g ,� LIGHT POLE � EXISTING BUI TO BE DEMOI Z a � Z Q ti z w � > aa � 0 W c� 0 W � �a �` W� � � z� W � Q U � � � C � 3v z� J \\ U �; O O O � � � a m � O � z J z w > W w � � } m z � o a 0 0 a 0 � z ¢ I z � ° , /� 7 N �� j O O t ~ � � ¢ J I � �� V � n � � z_ � � C �j � � � � ; � o H � N � SA - SAN T J z \RIA ` � CO U�" � I V o � N � � Z 1.1� � � ' � ROPOSED O ° n °° o LT FENCE � w � � � � O � w a w z d FABRIC TD BE TOE OF SLOPE BURIED 6" MIN - I� VARIES FABRIC FENCE SILT-BARRIER BALED HAY SILT-BARRIER PERIMETER EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. SILT FENCE DETAIL N.T.S. I � � � � o lo H z ¢ � � N � O w � REMOVE EXISTING STRUCTURE 0 �,� � O 142.53� (C) 142.5' (P) � � � O `c 3 � � � B OC I� 1 0� � � � r�j I �� SINGLE STORY JAIL � y �3.�' O �� CLEANOUT J� � � IM ELEV. = 32.55' I 3 � V. ELEV. = 26.04' � 142.53' (C) 142.5' (P) M I�� EXISTING WALL TO \��\��\\\\��\\� M SAN - SAN 31.6' � a APPROXIMATE LOC � � I �? �� a BE DEMOLISHED ^� iZ � ,,.3� � �_ \ i � U o � 65.3, EXISTING WALL TO M � X �„�� 8�� ,�� ,� B E D E M O L I 5 H E D °� � O AC � O OO OO \ SINGLE STORY JAIL 3 F.F.E. = 33.11' � o REMOVE EXISTING CONCRETE SL48 WX v � ��9�9�� AIR CONDITIONERS � � � � X STRUCTURES YARD DRAIN � p � \ v \ v O / X �� _/� RIM ELEV. = 32.15' p� \- \ g \\\ A g \ O� CHAIN LINK FENCE W/ RAZOR WIRE Z � � � \'� 1 1 ��'I Z v \\\ � O OO \ I OO , Q TOP OF BANK = j � M� �ONCREfE o REMOVE EXISTING DRAINAGE STRUCTURE - - - - - - I � EXISTING DRAINAGE o 3 LINE TO BE R ED �, C/L NW 7TH A�. (F) � C/L OKEECHOBE�E AVEf�JE (P) - I � LO - � �" 24" R.C.P. n ni _ nz nc' X X X - - - X X�X v � � � \\ a 122.1' � � \ CHAIN I K FENC i„� � � �� \\\��\\��\��\\\��\\\\��\\\\�� 2" GAS VALVE 0 � � c X o \ ss.2' � �ti - - - - - - ��)�� - RIM ELEV. _ � I RIM RIM ELEV. = 28.60' 24" R.C.P. (W) �� f 24" R.C.P. (W) � TOE OF SLOPE � 24" R.C.P. W) F INV. ELEV. = 2 11' I I . � INV. ELEV. = 24.66' � 24" R. P. �E� 4.98' 15" R.C.P. E) � RETENTION 24" R.C.P. (E) INV. ELEV. = 25. 0' I qREA I CONCREfE INV. ELEV. = 24.66' CONCRETE INV. ELEV. = 24.98' 18" R.C.P. () \� �Q� �� 8" P.V.C. (N) RIM ELEV. = 26.80' I - ST e S $ I M�-� - STM S�e Sl`� ST I 2p �N� STM S - M STM IN�.TELEV-2�Tm1 - STM - I�ELEV_= ��. � 24" R.C.P. (S) O TjM . I INV. EL. = 24.14' � e B �B QQ 36.3' I J W WEIR EL. = 24.74' r.a ` __ TOE OF SLOPE I B � ;., ;.� c�i a NPE D CUR�NCREfE SIDEWALK _ � e � GENERATOR M �O FUEL Z 3 NCR FND 5/8�� IRON ROD Q -- � B N N TANK v � EDGE PAVE NT , NO IDENTIFICATION (a�QQ COWAREfE 100. ' C 10 00' j QQ.QQ 142.53�(C) 142.5' P) � �� 0' 1�52' (C) 142. '(P ,p ' ( ) 50.0 89°49'56"E 904.14' (C �, 0.2' SOUTH OF s 4s'56"W 904.14' -� 9`4 '56' 9 4. '( `� I � TOP OF BANK � pd N�, PROPERTY LINE ��. � � �~ e � PROPERTYHLINE MEMORIAL� _ � O� � R 2" R P� S� 7.84' WOOD FENCE EDGE OF PAVEM �-C�-C�-O-Q- 6" WATERLINE� � o. SITE BENCHMARK #5 SET NAIL & DISK ED(i�T��MEI�� 8155�� c TOP OF BANK EDGE OF PAVEMENT C/L NW 6TH AVE. (F) • � L SEMINOLE STREET (P) � � W � 3 INV. ELEV. = 23.77' '� �XISTING LIGHT BOLLARDS �'TO BE DEMOLISHED `� C/L NW 4TH STREET (F) C/L TENTH AVENUE (P) � � � � ' PROPOSED SILT FENCE 300.08' (C) 300.00' (P) � -O _Q_O _Q_O _Q_O _O_O O_O _O_O _O_O _O' EDGE OF PAVEMENT DEMOLISH FENCE AND CURB � REMOVE EXISTING UTILITY STRU TURES ).07' (C) 300.00' (P) �7`�� 300.00' ( � REMOVE EXISTING ASPHALT SIG N PARKING � REMOVE f�STI N� SIDEWA� 20 C� 4 r.v.�. lryJ � INV. EL. = 26.80' � 3" P.V.C. (SW) INV. EL. = 26.98' ¢ � vi r C EB6E OF PAVEMENT W/ NPE D CURB �:----�, 9� 15" R.C.P. (E) ELEV. = 26.14' RIM ELEV. = 28 �cW> , ��r ELEV. = 26.01' �INV. ELEV. = 2f - STM STM - STM - STM EDGE OF PAVEMENT NPE D CURB SET NAIL & DISK � .�,. „., SZ,AMPED,.';SSM,..L,B 8155" L EDGE OF PAVEMENT REMOVE EXISTING STRUCTURES � �� CHAIN � X DEMOLISH FENCE W � v w � g � o w � a a a � pa _ � _ J Q - W � � �V W = � Q � I LL Z ~ z w V � �z -a �, w � , W o a . �, � �a Q a `� � V \ ❑ U pa ❑HU GTF O � - �, w Zo o � � Y a U O o � 2� J � I � � o N � � p 0 W DEMOLIS Z� � z � z ENCE ��` N � I w U � � � U � � . o / ,� � CURB INLEf RIM ELEV. = 26.94' 18" R.C.P. (E) I INV. ELEV. = 22.39' OH� � � aHu � TM - STM - � R ELE' UNABLE T OBTAI i I �SITE BENCHMARK� #3 SET NAIL * DISK v� I S T A M P E D " B S M L 8 1 a EL. =28.39' 0 �� ti I � 3 � / = NW 4T � I � 3 I r. yv � J � �� o � � o � � o O o n � � � o � z � ai�m� o - N Q . _ �`�� " w � � J '� Y �m � �Qo� a , � o _ �. � � � l0 U �� " A1 LL �o�� w � '� �� o � � Oa o � J � LL yW � N z 0 W � � m W a 0 0 Z V z -O � � � O? ZQ �- � Z Q �Z �� u _ a _ � � �O N z o �� H '' a w � Z Z z o �� Z V � � w � Z v Y cn O � � W � �N 00 J Q � = Q W W v� O W � � z oa JOB No.: 2019-030 SHEET CD001 oF 22 • Total Building Area: iTnit (� � �.. .�, _ . �!nit C Units B, C rind � C`onncct�Er � CorricloE• l \�\�\�� tinit D ad � �� n i t i �a . :. �, :�, _ . . . �, �.: d ; \� � \; ;� .; \\ \\� �� unitA�i�aSr� :• �'\��\\\�� Blcl�;. �l �\ �� '� � �\ l i n E t �3 .� \� �� <:, I� ...�..____. , �' � Unit E 1'4'cst E.ntranc� l7�tit E S�lfl� pc�� Component BGSF Ext. Existing Housing Units A and B. 1.0 Demolition 32,128 Subtotal Existing Aousing Units Demolition 32,128 Unit A Vehicle and Equipment Storage, Processing and New Wash Building 1.0 Vehicle and Equipment Storage and Processing: New Construction - 11,106 First Floor 2.0 Wash Building: New Construction - First Floor: 280 Subtotal Unit A 11,386 Unit B Cell Pod 1.0 Addition - First Floor: 22,788 2.0 Addition - Mezzanine: 6,462 Subtotal Unit B 29,250 Unit C Cell Pod 1.0 Addition - First Floor: 22,788 2.0 Addition - Mezzanine: 6,462 Subtotal Unit C 29,250 Unit D Kitchen/Laundry 1.0 Addition - First Floor: 8,570 Subtotal Unit D 8,570 Connector Corridor (Units B, C, D and E) 1.0 Addition - First Floor: 3,393 Subtotal Connector Corridor (Unit B, C and D) 3,393 Unit E Corrections Administration, Intake/Booking, Public Lobby and Support Spaces � rciY� �,. Securitecture, LLC. May 20, 2021 1.0 Addition - Sallyport: 4,384 2.0 Addition - New West Entrance: 334 3.0 Renovation — First F1oor: 24,415 4.0 Renovation - Mezzanine: 1,466 Subtotal Unit E 30,599 Unit F Sheriff s Office, Road Patrol and Criminal Investigations 1.0 Addition - Mechanical Penthouse: 1,180 2.0 Addition - First Floor: 18,230 3.0 Renovation - First Floor: 12,169 Subtotal Unit F 31,579 Unit G Chiller Plant 1.0 Chiller Plant Pump Building and Main Electrical Subtotal Unit G 1,444 Site Support Buildings: 1.0 Demolish and/or remove from site exiting evidence 3,996 processing/storage building, 1 storage building and overseas containers and 1 wash building. 2.0 Relocation of 3 Existing Storage Buildings to Criminal 1,260 Investigations impound lot Total Site Support Buildings 5,256 Subtotal Existing Housing Units Demolition 32,128 Subtotal New Construction (Unit A and G) 12,830 Subtotal Renovation 38,050 Subtotal Addition 94,591 Total BGSF 182,855 Ca aci General Housin Unit B Cell Pod Beds 2 Cell Blocks at: 8- 2 erson cells 32 1 Cell Blocks at: 10 - 2 person cells 20 4 Cell Blocks at 10 — 4 erson cells 160 Subtotal 212 Unit C Cell Pod Beds 2 Cell Blocks at: 8- 2 erson cells 32 ] Cell Blocks at: 10 - 2 erson cells 20 4 Cell Blocks at 10 — 4 erson cells 160 Subtotal 212 Subtotal General Housin 424 Intake and Processing Unit E Intake/Bookin Beds 3 Grou Holdin Cells Concrete bench seatin , 6 each 18 Padded Cells 2 S ecial Holdin Cells 2 Holdin Cells 6 5 S ecial Classification/Isolation Cells, 8 each (Alternate Selected) 18 Subtotal Intake and Processing (Alternate Selected) 46 Total Maximum Ca acit (Alternate Selected) 470 Current Bed Ca acit 232 �� BOUNDARY & TOPOGRAPHIC SURVEY T`� ` LEGAL DESCRIPTION: OKEECHOBEE COUNTY'S �/� �-��' ° l� U �Em � o � aTM��TMP�� SHERIFF'S OFFICE % � � �,o ALL OF BLOCKS 95, 96, 97, 102, 103, 104, AND ALL THE � .N o� ALLEYS YATHIN SAIO BLOCKS, OKEECHOBEE, ACCORDING TO THE E M E R G E N C Y 0 P E RA T I 0 N S C E N T E R � E J � Z PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE W PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. °� Y p :�i N TOGETHER WITH ALL THAT PORTION OF NORTHWEST 7TH AVENUE FI S TATI O N #� F- W - (FORMALLY KNOWN AS OKEECHOBEE AVENUE) LYING ADJACENT Q � J TO BLOCKS 96, 97, 102, AND 103, FROM THE NORTH LOCATED IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST � � RIGHT-OF-WAY LINE OF NORTHWEST 4TH STREET TO THE SOUTH � U � ti m RICHT-OF-WAY LINE OF NORTHWEST 6TH STREET, OKEECHOBEE Q ❑^� SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED (j� ��` a IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF I I I I I I I I I I I I I I I � I I I I I � J m OKEECHOBEE COUNTY, FLORIDA. O - TOGETHER N7TH ALL THAT PORTION OF NORTHWEST 5TH STREET I I I I I __�- I I I I I I I I I I I I I I I � Q (FORMALLY KNOWN AS ELEVENTH STREET) LYING ADJACENT TO I �`) BLOCKS 95, 96, 9�, 102, 703, AND 104, FROM THE EAST �LYCK V� � I � -�- � I I I I I � LEGEND• RIGHT-OF-WAY LINE OF RESERVED TO WEST RIGHT-OF-WAY LINE OF NORTHWEST 5TH AVENUE, OKEECHOBEE SUBDIVISION, r C� ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I I I � _O- I I I � BACK FLOW PREVENTER � 5, PACE 5, OF THE PUBLIC RECOROS OF OKEECHOBEE COUNTY, I I I I I � C CALCULATED DIAIENSION m FLORIDA. w J I I I I I I I I I I I I I I I � CATCH BASIN � TOGETHER WITH ALL THAT PORTION OF RESERVED I I I I I � m- I I I I I I I I I I I I I I I C.B.S, CONCRETE BLOCK STRUCTURE RIGHT-OF-WAY LYING ADJACENT TO BLOCKS 97 AND 102, FROM w C.E. COVERED EN7FiY THE SOUTH RICHT-OF-WAY OF NORTHWEST 4TH STREET TO THE I I C/L CEN7ERLINE SOUiH RIGHT-OF-WAY OF NORTHIVEST 6TH STREET, � CLEANOUT OKEECHOBEE SUBDIVISIDN, ACCORDING TO THE PLAT THEREOF C/L NW 6TH STREET '� CONCRETE AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC - - - - - �C.M�P. CORRUGATEO AIETAL PIPE RECORDS OF ONEECHOBEE COUNTY, FLORIDA, � DRAINAGE HANH�LE TOGETHER N7TH ALL THAT PORTION OF NORTHWEST 6TH AVENUE I I I I I I I I I I I I I I D.I.P. DUC7ILE IRON PIPE (FORMALLY KNONTI AS SEMINOLE STREET) LYING ADJACENT TO I I L___ J L-_ J � ELELTRICAL JUNCTION BO% BLOCKS 95, 96, 103, AND 104, FROM THE NORTH I I I I I I I I I I I I I I I I I I I I I I ELEV. OR EL. ELEVATION �' RICHT-OF-WAY OF NORTHWEST 4TH STREET TO THE SOUTH RIGHT-OF-WAY OF NORTHWEST 6TH STREET, OKEECHOBEE I I I I I I I I I I I I I � I I I I I I I I I I I I � FRE HYDRANT � SUBDIVISION, ACCORDINC TO THE PLAT THEREOF AS RECORDED � , � � � JBLOCK 95L w F.F.E. FINISH FLOOR ELEVATION & IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. J B IOCK I�CL r�- � L�1 � � FND FWND �� I � I I� Y S H E ET 2� �I� i�� - S H E ET 3- z 0� K � 9 � �PS CLOBAL POS1710NING SYSTEM o� � _ J W�� INV. NVERT CHOR W ¢ I I I I I Q I O I I I I I I I I I I I I I I> I I I I I LB LICENSED BU�NE55 a Q LE LOWER ENCLOSURE j I I I I I � r�--� �---� I I I I I I I I I I I I I I I I � LIGHTPOLE m I NAD NORTH AMERILAN DATUM W -J L--_ J �__ J � L� J L�_ L 1 J_ L J� NAVD NORTH AAIERICnN VERTICAL DANIA O.R.B. OFFIpAL RECORDS BOOK z - a 'n � L N W 5TH STR E ET -°Y - OVERHEAD UTILITY LINE ; r - _ _ , � _ - _ i I � I � I � � T � I � � PC. PACE � .. r P.B. PLAT BOOK Q I I I I I � L�__ J �---� I I I I I I I I I I I z I I I I I RV.A. POLriINIt ICHNOR DE PIPE \� = I I I I I � I O I I I I I I I I �LdCK �104 I J I I I I I -R/W- RIGHT-OF-WAY �$ m SANITARY SENER MANHOLE i �-- r � � � � . . . . . � SANITARY SEMER LINE � I I I I I 1Io 1 L _ J I I I1 I �Q SANITARY SENER VALVE �C " � � CK 10 � -� I-Y- -- BLq � = SHEET 5 T SINCLE SUPPORT SICN ;� �_ c� SHEET 4 f� � OCK I O� STDRIA SEWER LINE �i � � N Z I I I I I I U La-- �-'I I I I I I I I I I I I I I I I � W"�R Aa� m� ",� w w p WATER ME1ER w �j � I I I I I r m-- � z�--�' I I I I� I I I I I I I I I I I I • FLOOD LIGHT a� a o \ I z F.E.C. FLORIUA EAST COAST o N w w �A' E%IS71NC CROUND ELEVATION n � U � \ •�O PLATTED LOT NUMBER � R o / F.E.C. FLORIDA EAST COAST o r� Q - � �/L NW 4TH ST EET H.D.P.E. HIGHDENSITYPOLYETHYLENE �� z '� � . R.C.P. REINFORCED CONCRETE PIPE � R� o I = _ � KELL - _ O BOLLAR� S � \ W w � �.� � � ADD. ADDITIONAL S m = I I I I I >--� I I I I I I I I I I I I I I i � UTILITY SERVICE BO% �� 4 v, I I I I I w__`� _ z I I I I I z I I I I I I I I I I „; � I �� L�CK � 3�= I w-�- � �BLOC�K �12� ��L¢CK 1i 2� � ��KJ i� s'� �L �2 � � m � U . : � m � I I I I I � I I I I I I I I I I I I I I I �y � o o � I I I I I -°�- I I I I I i I I I I I I I I I r LOCATION MAP & KEY SHEET: > SURVEYOR'S NOTES: cNOT Ta S�A�E� � c� CERTIFICATION• � � t. THE SURVEY DAlE IS �ECEMBER 21, 2020. • (n � 8. ELEVATIONS SHOWN HEREON ARE REFERENCED TO hIE NORiH AMERICAN VERTICAL DATUM OF 1988 (NAVD B8), AS ESTABLISHED BY NATIONAL GEODETIC SURVEY (NGS) CONTROL POINT �R 22" HAVING A PUBLISHED ELEVATION OF 30.32' (NAVDBB). ELEVATION DEPICTED I HEREBY CERTIFY THAT THE ATTACHED SURVEY IS TRUE AND CORRECT U w N� 2. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. AS DEFINED IN CHAPTER 5J-17.050(17) OF THE FLORIDA ON THIS SURVEY WERE OBTAINED USING REAL TIME KINEMATIC (RTK) GPS METHODS WITH AN E%PECTED ACCURACY OF +/- 0.07'. THE TO THE BEST OF MY KNOWLEDCE AND BELIEF AND THAT IT MEETS THE AOMINISTRATIVE CODE. CONVERSION FROM NAVD BB TO NCVD 29 IS AS FOLLOWS: NAVD ELEVATION +1.2' = NCVD ELEVATION. STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF = w 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17, �� Q FLORIDA ADMINISTRATIVE CODE. Q I- � THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 9. THIS SURVEY DOES NOT HAVE THE BENEFIT OF A CURRENT 71TLE COMMITMENT, OPINION, OR ABSTRACT. DURING iHE COURSE OF TME q p8� q �(n � 4. ADDITIONS OR DELETIONS TO SURVEY AIAPS OR REPORTS BY OTHER THAN THE SIGNINC PARTY OR PARTIES SURVEY SOME SEARCHES OF THE PUBLIC RECORDS WERE AIA�E, BU7 THESE SEARCHES WERE NOT EXHAUSTIVE AND SHOULO NOT BE FOR�HE BENEfR+�'OP��`F'alAR7 �. PARTI � ON Y� O IS PROHIBITED N7THOUT WRITTEN CONSENT OF 1HE SIGNING PARTY OR PARTIES. CONSIDERED A SUBSTITUTE FOR A PROPER TITLE COMMITMENT, OPINION, OR ABSTRACT OBTAINED FROM A TITLE AGENCY OR OTHER TITLE �� ` R n R � �'a e O = J PROFESSIONAL. 1) O�GtiO coi,w7r� z) sr�vE ��`s �10 a � L� 5. COPYRIGHT � 2020 BY BSM dc ASSOCIATES, INC. 10. THE LEGAL DESCRIPTION OF THE LAND CONTAINED IN THIS BOUNDARY SURVEY IS BASE� ON A DESCRIPTION THAT WAS COAIPILED BY 3) �'ECI��T U pL �ry� S I 6. BEARINGS SHOWN HEREON ARE BASED ON CRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE THE SIGNINC SURVEYOR. �- ��RS be i� ��' O w PLANE COORDINATE S75TEM, EAST ZONE, NORTH AMERICAN DATUM OF 1963, 2017 ADJUSTMENT. iHE � V "V �0�� I � W 11. THIS SURVEY DELINEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON THE CROUND, BUT DOES NOT DETERMINE OYMERSHIP OR / BEARING BASE FOR THIS SURVEY IS THE CENTERLINE OF NORTHWEST 6TH STREET, SAID CENTERLINE BEARS �{ fy v �V 5 B9'49'O6" W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY RIGHTS. fyi FHE FIRM: � 'CJ z m 12. UNDERGROUND IMPROVEMENTS, IF ANY, �RE NOT LOCATED E%CEPT AS SHOWN. B�.1 Ec SSOCIATES, INC. � �, O 7. THE COORDINATES USED HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, � �� EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAOB3/2011), AS ESTABLISHED USING 13. ADJOINING PROPERTY INFORMATION Wq5 OBTAINED FROM OKEECHOBEE COUNTY PROPERTY APPRAISER OFFICE. I AT �((JJ) � O U REAL-TIME NINEMATIC GLOBAL POSITIONING SYSTEM (RTK CPS) SURVEY METHODS. I � � � ,/�� W 14. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY INFORMATION SYSTEM (LABINS) DATED 2018 ANO IS SHOWN /' Y FOR INFORMATIONAL PURPOSES ONLY. N � DATE_� z RICHA� . (� � � � 15. SUBJECT PROPERTY IS LOCATED IN FL00� �ONE X PER FEMA MAP NUAIBER 12093C, PANEL NUM6ER 04BOC, WITH AN EFFECTIVE DATE PROfE55 ��t`,�y� 'ANN�A1 ' O OF 07/16/15. '.7�'{`v,- � � M - �i � - u .� � , , STA7E OF FL I ��/o�a m M' � / i � r E, . __ . _, • • , , �► : �� i. --� , � ��• ��'T�'- t c 50,0' • �� ^ • L� 1 N � � r- � - - i. � r � . V � � i I I � F t t � k �� 4�� I' . �� •�'�M 1/'� . . �' ..� , r � � . . � +� w� �.�f� � • . , A -. �� , � . � M � �. � � �� ' � �� !'' ! , • � � � /. ' w �. z ^ �► `� J \ _ � � �� t' * I � =� . I M - 1� { � � , I .. , . � � r�� ,. � . •�. - -w a � 9 �o� ��, `, i �� .1�' �*' ��` • � • 1 � � � '� � - . . . � � . , , f ,�� j 50,0' t �• � , I ' � y _ �, � � � �� . • .� , ♦ . � r 1A � � � � � � � „ 15" H.D.P.E (E & W) ASPHALT 15" H.D.P.E (W & S) � � RIM ELEV. = 30.26' INV. EL.= 26.86' INV. EL.= 26.51 � 1 ' �9+- � DRIVE � "� � INv. EL.��27.24� "� � STM - TM "�� STM - STM - ST�x�-� STM - STM - M STM � STN�,x - STM - STM,x- STM - STM -�TM x�°� � o� 4 ASPHALT �o� � � � 12" H.D.P.E (S) � �� 0 � �� 0 �` � � �" "� O DRIVE ` � ' '�J T J �� 5 INV. EL.= 27.24' � �79,9' � 1 � f / � , �. � �j ,20�� 0 0� �� ■ �C O �0 6 ��6 'I � 0 9 , � � ' n,, `L ( -�' , � � `�y,�.� �� ' x�� r^�� ;�� x - � � - �g x^�� x�� `�� x� x�� x�� x�� x^�� x� x�� x�� _ "�� 0�' � � � _ �� ;, I + � � �ti�' �" � -� �� i ; �S � � ,� '` � � o a ' �° � �, .� �' �� 0 2 - _ i ,� , o W .,. � �.� � � 1 � � n'�� j CONCRETE N �� - � �c ' �� O9 �� o"x .�5 � o yx � � I� #t � �� 6 0 � �-. � I 3 � 1 I �0 5 � � �l� . � � � � �� x .1 �1 ' � f � �, ' +�� + �.. � - Q Q �o� 1.- ' -+ '.� -- i'J'�� - -- � S1 _ � � KEY PAD� � -- _ -- - - c; t� U ,� � . � . e �, � � z � � �� ° � V g � � � � �/� � _� ,�°'-� _c� �1 � �f � � ' ED OF+FA NT � � � ��,� -�� - ED E PAVEMENTy�`� � �` � � ��' � 4��' „a° PA� �0� � � �� 0� V / ^ � � � �`��1 _`, „� `32�, � �� C NCRETE SIDEWALK� � b �� ^i CONfiR�fE SIDEWALK �,�'I �7�'I "� � � ��o H � Z°'� ` � � � Q � � � � � � � � �� ° ; � v� ��' y y � g b CONCREfE SIDEWALK �.' w � y �` ' , � �°' , x _ � w�.�s , �.-� � - -� � � . � '''f . -�' _ . _ -�a+ � �` I I � . •'I �< .. � � �.. � � � , ,� . � . . � � �; �� - � - - - � � - - - - � - • • � � � � - -- - � _ �� ♦ _ _ CONCREfE RAMP L � ti�g � � Z 2 U � � I � ' I � CdVERED �' � ' � � � ' F , ' ,�^ g5 TOP OF BANK � � � 2 0 �' Z �W � � � � I � ^ �NTR� �� • a� �• `� � Z � � � �� r � � � � � • ► �. , ' • � � � � � � w �� x�� w '� � Z ��' 44�3� � � � ' co-n w g � a�_ ��°�- - - - TOE OF SLOPE - - - -��g � o � ti;. '' , w � . . �_. i. � 37.9' �� Q H a U � - - `�� - - - - - � � � � I � � �� i %I 0 .'' � � � -� I i � 151.8� -- - �� o O . I� � �� ' o � � � I I � � w I W x � I r L . � � � '' a x X�� M J 100,00' VACATED R/W x�� ' 4 `� I ( � �05 (FORMERLY OKEECHOBEE AVE.) � E❑ I I � � I � � � � . o. � � �`� . _�� , _ x� � og = 1 � � � F � �0 � ..� ,`� ` � � �� RIM ELEV. = 30.24' v' ry Y � c�i , �a.8' •� �g 15" H.D.P.E (N) �� Q � � . �, 14,9 X-- X- X� -- � SINGLE STORY GARAGE � 7 INV. EL.= '26.26 m o I � � I F.F.E. = 34.13' P�CEL ��: 18" H.D.P.E (S) � � � I � � ,-i v� 3-15-37-35-0010-00950-0070 I INV. EL.=� 2sz2' a o I x�''� `-'" 14J94 ACRES t � � w 6 � I . I W W � x� � o o � � . �t � x�° � � � x� � � � w I O O w 35.3' 0 t/� r lwi W � a � o o _� �`� r -{ �� I �� Xz O O 3 Y � � �• � I M I'7 0 . . • � � I 2°�. Y ,5 . 13.1' � �D;O �� ,�� " �O r Z x�� j I M � I ,�� I � //�� X� 7.3' � � � � � - � `^�'� \ � � � � �� ,�0� + � V / ' � a � \ � / �� -+ � `',� � � BLOCK 97 9 1 3 �~ Q ��. P.B. 5, PG. 5 �ORER D +�ti y2� '' � �oax `� BLOCK 96 + � � P.B. 5, PG. 5 I . 50,00' VACATED R/W - - - - - � � � � � I �• .� _ � � � o RIM ELEV. = 31.24' � _ 1_ 1 "" CAGED W LL � w O "' 12" H.D.P.E (S) "'� � 22.7' �� ' � v� � I U � � � 0 �� I O � -�,� � �j0 x�j� INV. EL.= 28.21' �'L �. x 3 8" H.D.P.E (E) :. �'✓ � V ' •• � INV. EL.= 28.21' � I o� o f -�� I O 0 � STM � ( � �. � �� X � � Q M �,� st.o' ' �� ,5 „o � ,�'� o I� � � � o o �'� > "� ■�� v� • � � � . � �� ` RIM ELEV. = 33.66' � • � � � a 3 � � � W x �� 5 S INV. �LEV. = 31.8' � p p � � r � � '� "� � I � SANITARY TANK 4 �� e�Ec � � � � CAGED �WELL � o � � x � � � � ��.`� RIM ELEV. = 33.68' _ h ( �. "� O � � � 5 wP� � � � 4� i � �� , , � �,�' � ,, � - � , �ti g 1", �, J �,B o 6 n � � � M I � � � �� Q� ' � � �y�O �5�� 3 6 � ■ S y S � � �ti , j J X�1 : � � \ O � � UO � ° O , J i �� " �,� � �� ti ` � ' � P N , ,� �J 1 t'� � 3 � I - � 6 0 - - - - - - - - - - 5 TOE OF SLOPE _ �g _ - �i - -- SANITARY TANK � \ � _ 33.3' LIFT STATION Q� s� �..� M► o x�� - X�` 2a� ��- - -*� - - - - _ -_"�` _ � � � � RIM ELEV. = 33.70' INV. ELEV. = 33.69' -'' � � �� ! FUEL & WATER � � �� 'N� INV. ELEV. = 23.55' �� _ _ � ' � � �► - TANKS ��5 +�`L' � x � o � � ,� ° � , ic c� 0 � � 24° H.D.P.E. W� M.E.S. � .� �'� o � ��• INV. ELEV. = 27.20' ti' �� VAULT � � � - � ,� c� ,�� ti�' � TOP OF BANK � ; � ae.o• � "+ I ti�,� _' � � � � • �`� _ ' ' X - X - X � �� STM _ S'��1 � � �� • M� �� 1 �o� 1 � �� ',ti`a �2�� - - -• _ STM � STM �� ST M F I , � STM RIM ELEV. = 30J0' }� g� i F I . F � - - - ' �x E❑ (� � � � H � STM � STM 18" H.D.P.E (N) � � 1 g �� x�� a� `�- �� ti� �.�.�' ., a � � STM 2�' � ' � �'!"-_ • _^�� ,� INV. EL.= 25.65' ��+ ��a 2�� x`Lg' � � �� ' � _ rl � x�� 24' H.D.P.E (E) a X - X - X ' - � X - �X - X - X � ' ST�j -�S�N1 - STM - STM -�� STM - STM - STM 5 STM �� •� �2� � INv. EL.= 26.68' �o�; � •� ••• . -.- � `� ' �• �' PSTER 32" H.D.P.E (W) �� 31.�' � • ° • � � INV. EL.= 26.68' x ' � � x yo �,`. ' � : 7 � 1 ��, � �osuR� � / �`- • I � v� 4. ' •` s RI ELEV. = 3 � � � • � 32.3' N N� 2 - I � RIM ELEV. = 32.27' �' � � �. �. i M �SI � • � '�� . '�l ��O - � SHED �� ",Z,. x , ❑E 3 x' • ♦ 32" �I.D.P.E (S � � 32" H.D.P.E (E & W) ANTENNA TOWE � � �'� < � � �2 0� INV. EL.= 24.9�� '� INV. EL.= 24.77' � x� �� SHED "'�� ' 4" P.V.C. N 5 Q �' � 31.1' x � 32" H.D.P.E (E) � ) `L � INV. EL.= 30.82' _ � � _ � � � � � � h � � 5 � � 32.3' INV. EL.= 24.20' d �. � i � 12" H.D.P.E (N) 1 W I � � INV. EL.= 24.10' ^�`L� x�� ' ,� �� I � r' '= 'b� � 0 Z J ' 3 � c� � � - , ? i,# �� ` � � cwi 1 � x� "�-`� e o g � X� +�� j' +�� + �� +�1 � � +�• � �e � � wX ( � -`L � Y � � � W � � � � � � ~ Z ! y 32.4' - - � _ -� _ �.� J s-� Lwi..i� J N � � I U .3�.2� N I � ' x � � � � � �� zX a SHED � 3 x-5� � I 9� M � �0� , CHAIN LINK FENCE x � 32.a " , 0 40 i. o X �* SHED a �j, � 15,0; x� x - x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- x- � -i �� 0� �� a� X �; CONNEX BOX � � 3� z. ^ I O Z � � � - - - - � � 1� ��1 E x-x-x-x-x-xl 40.,� x-x-x-x x w Q . ` � 3 � �'�4 .1 ,�5 x-x-x-x-x-x-x{�}x-x-x-x-x-x-x-x � � U 00 � � x�� 0 ��» �- X� � � CHAIN LINK FENCE W� RAZOR WIRE -j M � � � � ( �g. �g� � � W � � � o �� o� � a� � � � 1' X � VACATED� Z W � � ��A �° � � •�° � 3 � x -�� x �' X � x , +�� A L L E Y Z � � I Q � / x � � 2ga I / 142.53' (C) _ � }'� 150.03' (C) r '' i 3 �-.� 150.00' (P) � / � X X 6 147.5' (P) ---� I � � � I �o � I Q 50,0' � ti�a� 3 + �2 +�� 2�� +�� x o + � � J � � , � v, +�� +�o� +�o� x�� XN � .� � � � I z z Q 3 . : � . ' - �g � � x�� w 3 �'� � al Y x I O � � � � I Q V �/ �� RIM ELEV. = 28.38' � m „� �� S`� � O LL 3 32" H.D.P.E (S) w I � x 'z +� 2 'ti' � � W I I INV. EL.= 23.06' o a x- / -�- I � w � 32" H.D.P.E (N) ~ I � J � INV. EL.= 23.13' Z � � ' I gg 70.00' VACATED R/W I X � 70.�0' VACATED R/W + oy9�- I J � � 29 I �� (FORMERLY 11TH STREET) I xSJ (FORMERLY 11TH STREET) �+� ��+ w � o I ' � � I � � X X ' � � +� ��"c\ I � f� 3 I -5� a 5 -�" I � � � � � � ' � � � � � � �� i � � � � � � � � �j � � � � � � i � - - - - - - - - - - - - - - - - - - - - - - - - - M ATCH SH EET 4 � SITE BENCHMARK #1 SET 1/2" IRON ROD & CAP rSTAMPED "BSM LB 8155" EL. =30.58' 35,0' * - � I I .� - � � 50,0' S0,0' � � / /W LINE � , � • • `��w � r '�,1� - i�i�� C/L NW 7TH AVE. (F) ' � ,' . �, . f , �, N ' �.� C/L OKEECHOBEE AVENUE (P) � . - , .s. 'l�iJ135, 0' �._ ._. ..._ -�,.�- � --, - - - ,,. ,.. r, � I r � ,, � \ W `� U > �f W , -- -_' . � 0� -- •-'--- 0� o!� �� +- - EDG�4F PAVEMENT o� 01 I �� '�"' '�'^ PAVE V J Z � w ;. � I"" w ° x�� - �� - x - .�a x� - xs� - � � - .^�� - �°� � � - x� � � � � 0 0 ��" o 0 0 0 o x o 0 C/L NW 6TH STREET (F) ss9•4s'os"w � (BASIS OF BEARING) ~ � g a � a �, � � , C/L TWELFTN STREET (P) o �� o ^o :o 0 0 0 �o �o �� 00 o O � . � � � x� , F; "�o � 9� �� g 5 TOP OF BANK �g �' f� Z � � ��'- , ia" R.c.P. . o� � � 35,0' 2 � ..' ,Q� � ' � SET 1�2" IRON_ROD & CAP � 35,0 iNv. � 4' ��a � � � q � .� � STAMPED "BSM � LB 8155" `�0 _ - - - ' - - - _ • � ��- � � � � � a , -� a � � � � � g�- --- - -_ ��p. `� 8� -x`1'�- - ------"'�----- -� � " � +�� ' '��` - - - i � STM - STM ST - �� - - TOE OF SLOPE � � ' ,� ' � � 0�` �' ��►�� °'� -� -- ---- �------�� ---- � " ,,� 18" R.C.P. W� M.E.S. :" �� _ S89'49'06"W 954.18� �C� �a �o� 98, iNv. E�Ev. = z�.ss' ��. ? i � 50,0 � � � `� , - 50.00' • � o"�' r 150.03' C) 150.0 '(P) o' �° 06 � 100.00� '(�)(P) ' ti � o �� 3o.s, �a �a 9� 142.53' (C) 142.5' (P) TOP OF BANK a 15.00' � � �� ' � � � � 1��3�� 3 � ♦ � � . I h1 �� _ ; ' Q, � , � � . ' . � �� ,� a ,� 0 1 -� � � � � �g 6 .. °` ,� �� CURB ` �� j 'p � �� ' �6 • � 1YPE D CURB �A - ♦ I ' I ��`L � � � I - �� -� " a , .",� Oa � �� ` -�`�� _ EDGE OF PAVEMENT �� J_ �- �o ED OF PAVEMENT 'o; . �- �� o� °�° � EDGE OF PAVEMENT �'�i �o� � ASPHALT o. �d, ��'>> 6, � '�, 6, � �� DRIVE �� RIM ELEV. = 30.25' RIM ELEV. = 29.88' I � � �/W LINE } �.{� c�, c� :r° e+� :� � �� e+ J � ;� �,� � � � ,4�� j l� � �� J � :r �� ; � .�,� o�� :�� C � £"� L J � �� , M � ' � LLJJ =- '��") � � �� W � � � � �' (n � Z Z � � � O > m L�"� � � W Q �^ L.L � N � � � a � � � O C.� � z � � w � z > o � � � J � O (n � � � J � � m � � � N I 0 m � O O w = � C� Y � W 0 � Y c�o � N M � N � O % o � � � � � U N � � z � � O z N W � U` Q w � W c� g � w O o m � Q Q � � � � � � m m / / a� � > L� p � � � � � m / / = m �' L� L� U � � � O U W / � N � � V J v/ � � U W � = W � � � 0 Q � - �/ � � �' _ � � � � O I , i � > w � W � z m � O _ � � U Q � � � z � � o 0 m My Drive\BSM & ASSOCIATES, lNC\2020\20-366 OKEECHOBEE JAIL\DRAWING\20-366 SUR�EY.dwg SHEET 2 Jul 07, 2021; � � a �� •� .� �` r � � - , �r � ► � � 1 r' . � � `� . � T� , _ y + a �. _:. .w • � 1 . • , •r � 1 . ?� � �' � ♦ � �' � � . � 11 .y�, � 1 I �• _ ' ,� � _ .� � • ��- � ' �. �� i • � •♦ ��1�* 1 . . J - � .• � � � �' •.i . � , � � , . � ♦ . • � , 't� �J!�,►�� ,� � � � � , ' ♦k , � +�. �I � ,�s . a� s • �. � 4 " � ` , . . , 4 � +� �'�L.i� � �r � � _� � r . 4i � �. : � �t', �,� � _ ( � f. � � � � �� a5 �: �' " .'. . �� .,� �1 .. ��, T ` ? � �, � . �� N �� ► � ' � �� '�; �. � w .� J . _ � •_ � � . � � . � ♦ ' ' � � ' � i. . � � � � � . � `L . • , • � �' a . . j . � . . � 1 T, I � '� � 7 � � _ r1 Y� � J i' �.., , ' �� k �� - _ , ' • � , r ,' _'� t / • r W � J � Z � '� � i ( � �- _ .�,. �,. � �• � � � ' i, . , � + �� ; , � � � . , � F ��.. ' ' ' .� �. . T �_ i � � � • / � � • • i � . . � �,, �� ► f � � . . .�, •. � •" • ` 7 �� _ � ' � � � �: � � ` ��. � � , 1,-� e , w ''• ` ��1� � 0 � , � ` ♦'� uNi • ' � � I � ��+ �. }� � � � � •• � � � � . ,, � -. � w _ ' t • I r ' � `� , � �� ' � �. � � . j � . r � _ ' .,� J . �,� � � ' � � -'� � ' ,L02 . i, � U I � W . � � J ' i , �► � :�'`.;, K . . . �'� � � � . � �� ` , i �► , t �' M • f.�. .� � � �� ., � �t . �. :� ,��,ti � j � . � . � � � �• . � i ,,i' � �� • aa . '� �� , � �� _ � � �i `L4 t � �� , � � , �'�' � � I '' , �'�--� � • � � �r -► ' � �� . �,• * : � ' � �= ! • � � � � . � : - � � � �• ; -�" ;.'�i, i . � . • t c ' � � � . �' . `L� .� - _ �; ...{ � � •,. � ,r �2a�� 2g � �2a � � 9 2� ' . ^ U .. 0 O � � W O � O O 0 � O ��. M ATCH SH EET 2 � � �I..� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ,� � � � � � � �.'x� � � � � � � � � � � � � � � � � � � � ' + v� 'I � 2� � � +2� � . X +�� 3 g-i 70.00' VACATED R/W X2g� �2 - og 70.00' VACATED R/W +�`�� +�� • x2g� 9� +� (FORMERLY 11TH STREET) I x X +� (FORMERLY 11TH STREEf) '� I � I ^ � X r +�1a +�+ +�+ � 3 � 150.02'(C) 150'(P) � � � " x 147�.53'(C) 142.5'(P) � � �� X ��+ . +�� +�ti � ,� + � � + + I 3 �g � � � I X ' + � ��G� � � � ��y�� + �� -� o � X 1, +� � �,ti � �� 3 x, w + I � � � � �/r�� `L� + �G � �' � "� .� / � �� -�� +ti�� X ' , ' + 15,0' � o � 3 +29� � x�g° �� a + � VACATED � 2a� x�� ,�aa +`�� +� �x � + +�� ALLEY +�� X �r x / � � � #� t � � � � N � I � 3 RIM ELEV. = 28.70' I X ( X / + , X � c + � 32" H.D.P.E (S) I ` I INV. EL.= 22.30' � } , / I 32" H.D.P.E (N) x , I INV. EL.= 22.36' I I � X -�- � I I 3 1��5 �� 1 / G I� -1- +�2 � g� a� TOP OF BANK �� Xg`� � ' +� I 2g' c/� �0� I x� RAM �ELEV. IN 30.03� 31.7' � I -` o • � J 3 , � ,�-�, � +�o � � � � � �5� � � � �� ' � ��• � � Q � �ti� ------x'�------------- �'� --- x�� x ��-� 6 � � � TOE OF SLOPE — � — — — — — — — — — — �5� � � �I � � � � • s . . �'S' � V / I 25 � � 1 , -. �.,,� � • ' �`� J � x I = I .,�' -" � � , V � `L� � � � �25 � �� . h� � � � I � � I XI 6 I I I X � . 2 I � +�° ` , � I � I ` I � I � X � e . / � i - � \•� ` � I I r I X � '• I I Q I O � + • � ' �� h� � � � a N � � 3 � o � o ,�ti� � J ' , _ 6 . 1' � � � o_ I I : I M PARCEL ID: "� x I I � � '3-15-37-35-0010-00950-0070 � ` 14.794 ACRES t � I � r� " � i i i v � �a1 �" X'' I . ' o� � I I I I 6 a � � , � �� g I o �� 2� po I• M CELL BLOCK BLOCK � O.3 o I � 2� o � � r,� � r� x x � r I � a 100�00' VACATED R/W w P.B. S, PG. �J � /� � �,� I 2 �� I (FORMERLY OKEECHOBEE AVE.) 3 ; � _� •'� Ll J N _ � o � �� 'ti� l I X "N 1 _ . _ - � �" � .� I , � Q �_9 � � �� ,_�5 � �� I _ �,6� � x� x 3 I � � "� , W i i 5� �� i � .. � � W •1 W � I X Y � � z � a X z '- � � � �, ' 4 � � � � � �e � z "�� ' . ` . � I , � ^ a I w I � X x U ss� ` • J 6�� , V J O I p I I 2 g , � �� 6 I I � - P � 6 B 2� � � �� w � I . �`� � � � x,ti�� • � � Z � �' � U • I I .X # i. ,�� 5 I � - I � I � �_ � �� ,,�,' � x C � ■ � n'I'I ��-5ti � � y S x��.� +�'1'� • • . 1 � 'S� • I x p I O ��'g� � , "�� + + �CONCRETi S�8 r I I N ,� : /+ / AIR CONDITION RS � r, I �I + I � I � � x� /�/ YARD DRAIN ZX I 2 o I � � /+ RIM ELEV. = 32.15' � 'L`'' X � — X — X — X --x2�iC — X X —� � Y � � � 5 � �� I . x — x — x — x — x — x — x �—� +�� X I I °� CHAIN LINK FENCE W/ RAZOR WIRE ' , Z t 1 � w� i , � � +. I N X � � � �' �� 16 U � � � �� . � � �g �6 ❑E TOP OF BANK �'` 31.6' x I ��6'' �� + � x—x—x—x—x—x—x x—x—x—x—x—x—'x �� —x I. i � g �6 � � ti i a 2� �2 II � ti, ' : �j SI E ENCHMARK � �, � � SET 1/2" IR� ROD & CAP `� �� ,� STAMP D"�SM LB 81,�5" ti�� 26� 0 3 � � EL. =28.Q2', Lg . � • � �- L� •.ti e• - � �t ' I 3 I � — e ! : r� 283, � �2 __��_ _ � .� - � ��69 -��-50,0' S0,0' � �,-. � � 3 � � , k o �' 6 1 �� 5 2� TOP OF BANK 150.02'(C) 150'(P) 50,0' . � �a � � � � ' . ' � ��- � 'I � 6 � �i r � �� • �a. �� • ` • • T" 3 V i i `La � I 6 � 0 'y� ' , � ! !� . . ;�'L O CRUSHED C.M.P. 2� � � OO ` I V. ELEV. 26.39' CRUS D CMP 3 � � r � � � � • � � � g -� � INV. EV. = 25J9� �� ,,,�� • 2'I +� � � �� . � � �� 3 � � � � � '�aa � '75 � � t ,� ', �Y o — � ` �� •.� � 5� � �. • � �° l�G' .�N�� (N 24�1 �, a �"• + '� 1 �TM — STM — STM — ST — f �� _ �� TA }� �� L �� 6" R.C.P. � ��x-'z '# �.. � - ■ �' - . INV. ELEV. = 23.48' �' � � 5`�- ' �', 1 1 � � +2 � � �.1'� ♦,�� `+ ' �� • � , � �a u: -Z= � �2 •...s� • �� , `!r. �� ;S` s" 1 ..,t . �,r � �M� 1 �� r► f � 0 � ❑Hl� ., ❑HU Y �r '- � wr ' � �.at. .�.w r• �. . . - • - r= i► ,� � � �g , N89'49'56"E - .. �.- � •_1'._Jt.r.3� �. _' • '' � Z � . ^ 1 1 . ! FN 5/8" IRON ROD � _� � 50.00� �C� , , ��■ � - -' � -�, •� + - ! 0 IDENTIFICATION ��a''�'� ,'� . ' � �, � �`�s � � 7 a6 �y� �' � F.• \ My Drive \ BSM & ASSOCIATES, lNC \ 2020 \ 20-366 OKEECHOBEE JAIL \ DRAWING \ 20-366 SUR�EY. dwg SHEET 4 Jul 07, 2021; OF � � `:- �� 1 �' ..�' � 2� �� STREET (F) ENUE� (P� � I � I � i � k2� �� Y I Z I m � i o i � I � I � � � i ' •, � I I I � �5 ,1 � +'� � FND 5/8" IRON ROD �� NO ID TIFICATION 100.00' CHAIN LINK FENCE 2" GAS VALVE X �5 95,9' L X �S _=�--.------ ��' � � �I !� t '� i �•� ` '� TOE OF SLOPE — — �`� 2°' N ' L I �r�� _ �' �; I I �t'-� si - �� _ • - ,� � �, , I a REfENTION I , I,� .- . . ► '� •• . ` . AREA 24" R.C.P. (E) I �v .I �� - - INV. ELEV. = 24.32'� B , � RIM ELEV. = 26.80' ' I 24" R.C.P. (S) O I STM — ST � I INV. EL. = 24.14' WEIR EL. = 24,74' � I �� • � �ti x�g � � —, —___ TOE OF SLOPE I � 2�. — —�`�----------- � 1 � �s � � 1 b O -� � 142.53'(C) 142.5'(P) a � r � ,, � \ W `� U � � W _ _ � ---r� � v� Z I""" �- � � �' J r � V (� O � J � J � (=J } w J Q �U � .-. � o Q �j (� J L� � � (/l Z � _ �- Z � 0 � z �J..� � z � � .� 5 N89'49'56"E 904.14' (C) �� x'�� a� � � a � • �� ti 1. � � TOP OF BANK � � � I V7 D� D4 B � � � 3 � . �ti�' � � OO ��------�� —x�------��----- � , � .�00 TOP OF BANK a� 0 +2� �� - aQ �:� .: - � — � � � ��55„ . - 5 0 0' � 14dE oF. _ . . �' � � — 7 � a� ' � . I � S' +v ' j � : � a�' -t • • / • '` 1 �' --��-� +� ^ . � �. c� y +2� � ' � . � � � _ ''I ' . ��y � � ' . � ` � i l �� 1' � ' ��' � �1�1 � �I�"'' BANK , � � � - - w � , . . �- ❑HU� � g ❑HU �� NrU �� - ❑HU _ ►�H� ❑HU � � � � • - R�Ni � • 2�� + � � �, �� i � I� WOOD FENCE EDGE QF�,�AV , � , `L� � 3 I 5 /" ,�0� � �g,� ,��9 + � � �g I3 X C/L NW 7TH AVE. (F) C/L OKEECHOBEE AVENUE (P) � � — I � g g �� v, +ti�� +`�g � - - 3 - - �� 0 � v� �a �� g ' `�'''� � T 6� 24" R.C.P. �� +�-� 6 +� , INV. ELEV. = 23.95 �� +2�'� 6" WATERLINE� � ti� v -----�-�'�------ �`' °` � �,�� 5 -- -------�� —____--------��. — ' — • . ^ . + 9 _ -. +�,ti _ 2, � � _ ' --�,�.�� -��— — -------��--- ------ �-i 5��.�.,�- --�--•.-- � ------«��T----- — + � o � �o � �� 25� +�� _ ��. , x2 66 ♦ �ri �0 -�2 � I- ❑kIU� � "�' � ❑HU +�� ❑HU ❑HU ❑HU 5� ❑HU ❑HU �]HU � ❑H� +�� + � � � �� ❑HU ❑HU GHU � FND 5/8" IRON ROD NO IDENTIFICATION � •�, � Z � U � _ � � Z � � � � � O � � � � � � O J Z z Q U O ` � Q O W w � > J Q W �.{� c�, c� s�° n� :� � �� J � ;� �,� � W � ,4�,� � �3 �j`I � �� J � :r aJ ��; � .�,� o�� y:�) c�£�� L J � �� r�i � ;c � i+� � ':� � �F) �� .. .. W > �' � � � � o z z O � � O w m� 0 w a 0 � � N � � � a � 0 � O C.� � z � � W � z > o� � � J � O (n � � � J � � m � � "' N I 0 m � O O W U � � Y � W 0 � Y c�o � N M � N I 0 i o � N �`1 � � U � � � z � � O — z � w � U g w � w c� g � w 0 o m � Q Q � � � � � � m m N � � > L� p � � � � � m / / = p] � � � U � � � O U � W / � N � � V 1 v/ � � U W � � � � � � � Q �(n - � " ' � � _ � � � I__L O , ^ � � W � z m � O _ � � UI,I QI � � � � z � � O � W MATCH SHEET 3 � � � �' � - - - � � � � � � � � � � � � � �� .. � � �:{� � � � � � � � � � � � � � T �� °i• : � . I 1 �� -. � � � +� +tig� � Nb'S S� 3SAN■ - $,�N �xSAN x'L9' x2g� �� ro 1 . �' "5� � i 2� ��' �yg � 2°� ' °� 5 � � 70.00' VACATED R/W X 70.00' VACATED R/W ' � (FORMERLY 11TH STREET) � � � �1 RiM ELEV. = 29.22' , _ ' �, �RIM ELEV. - 29.50' ' � � ,, FORMERLY 11TH STREET I s" P.v.C. (sw) S�P� � -2�.�> Cou�D NOT oPEN LID • �. X �y, c 0 'I� OO g INV. EL. = 25.21 � 0 UNABLE TO OBTAIN INVEfiTS X � � `� i i . �`L' +� �0. . � � � � � O x 6,� P.V.C. (N) � � ' � � , � . 'S� � �0 g INV. EL. = 25.21 �' � � ( • ^ - - - _ �,=� a 6„ P.V.C. (E) �p.� , ' r � f ' �+�� 3OO.OH� C 300. S �` INV. EL. = 25.21 �S �• ^ R/W LINE � ; 142.53' (C) 142.5' (P) f \ 1 `� � � , � ( ) �� 6�� P.�.�. cW� , `� �,� , I \ � � q I � INV. EL = 25.42 (MAYBE OLD) �' � �� 'y5 � 2 � �9 a 2 O 2�� x� b +'j0 �' c�P + w O r tiy; +� , f��o I +tig ,' o w I i. ti� j 1 '� 1 I X � � � ,, I ��ti f \ ' � w . � 4J a I �'�F \�- � ' f f� 5 +h�� .! I ASPHALT MILLINGS ASPHALT /S�p.� � :L ` 'Y��, � g \ \ + � � a / � Z � V � 5 �AS• � � � 6�� "��'� x�� I � � �S� r� i � � O (�'J � �� . +-�j`L- , . � � � � � . � � x�� S�P� W � • a I , -1- � �o�' 1 � '� . � � � � � .. � ,' � zs.4' L� . . ti`' � �, � � � °� �� 1 . � � � � �a o � � a ; �i � � � � � f I � 6 � � � � � � � �, m �` � 9�� +,L°� � , , . 'L�' � x2 x`� x`L°' � °� � x•y°� � x�q�.' �`� � 2 + + � x� \ � 1 . ��' y �: + �S ,Lg. .L0 = ,,'� � , ' � 70,00' VACATED R W � �; ti ` ' ■� w '� � ,' + , p `� ' � � � �� o� o� o. > xz , � -�- (FORMERLY SEMINOLE STREET) , s � �06 � , • � ¢ � - � I - • '� � � �' �� ° � �o � �, . � � �P, � • � \ � - � �� ' � + � � °�� `�� c�� x �� w �; � w � � I 0 � � ♦ / m ' � J �1�"` �ti`' � . �g o3 � � o� �o� �3 ti� + � � � � � � RIM ELEV = 30.09' � 5 �'' � �� , �� 5 �0� �0� �1� �.i� i �F' D4 I , . x ,; � �� I 4" P.v.c. (s) + � . t, y - I f' , .-.�-. 42,7• 31.5' O g UNABLE DETERMWE _ � I_ �� .L�S I U� _ � �� X � WHERE PI E GOES � ti, � . +�9 �^ t .�._. � � � I � �' T � � `L � 2 � � � � � ,. ^ +-�� X � � 20.9' I ,y I � t F 01 + g + g ' O _ � � � � � � � �O � 1 �A � j�� .E�� f � � � � I • - r � � "�� i X 21 Z � �,ti�' O 2� ' I� ' OO ��x X� � � O- ICWASH REAR � O ,,�, I O��S�P, .�o� O O o � I � � , _ .y , d- _ � . j , � r 1 � � • X OI �, • . - - SAN - SAf� � � v�i I � �° � ° � �x��' � � �°g � � � • � 5 � , �� + -' 9' � 6 � � � � `1- 25.3' w . �.-' � . 27 x`L� �5 q,� `L b� 0� � � � � , `�O � � X � � 28 2 x`� x`]' `Lg � x`L x`L �,g. CLEANOUT z . ' � RIM ELEV. = 32.82' � �`L�' `�9� .� � � �� • � � �� c �, � � � • V' 0 � y CHAIN LINK FENCE _ g 5 � Z g � � � �� o� �� EDGE OF PAVEMENT � �� 6,� P.V.C. (E) RIM ELEV. = 31.07' X � � �J ' �0�, __ � � � INV. EL= 29.97' 6" P.V�C. (NW) X� o�� 20.9' _ , �' � � ��P� � � ' � � � �� INV. EL- 28.20' RTM ELEV. 30.13' ASPHALT � � . 10" P.V.C. (SE) 10° P.V.C. (E) 'Sy ti r BLE TO OBATIN INVERT X INV. EL.= 23.87' i� � I � ► � .1' ' � �J�i �� 10" P.V.0 (NW) _ RIM ELEV.I = 29.50' EDGE OF PAVEMENT ' "� � • � I I � ` . ar � � ,� f I 3 �m '�� 18" R.C.P. (N) yy �P,� � _ � £ 3 � g' - j x � g J, INV. EL.= 23.97' / NPE D CURB S � � � � � 'x zo v� 9,L 10" P.V.0 (S) INV. ELEV. = 25.98� � n� � � � � � INV. EL.- 23.97' ' � �0 � g�' g5g6 g� �� o� a� � �� ' ,�� c� � „�� a� �' ,�g� 2'7 � . x • � � o � • ' t� � S � h �� x • `9 x � � � � P �� , 0� � i S S . � = '� � � 2 .1' 20� o- o �o ■� � � � _ , � o. o e x J, '.. - LH�-STATfAN o.` �0� �� 5� � � � � / �� ,y5 � `Lg � 29 6'�, � • � � �ti � 3 � � + � g � °� � g� � �0 � � +"5� � . 1 29 � g `]' `L0 � `L9 � 5 RIM ELEV. = 30.90' 3 i � �� 5 � � � � � ,� V 21 �W ��/ � �� 2 x`� �o : � + � �g e x� ,��, .'- �� O .. �� ' � � � � i � • . � �'' � �.-r �� z - �SAN S - � � E ��3 � �� 'I, �!�i H 0� � 0� � � _ �� 0� � � �� 5, � � � S �O � �� - BLOCK 103 � � a � 28. � �� b il. XI � � � 31 8 � � , - - a � . _ � P.B. 5, PG. 5�' , X � I �' � a. � 1_ _ � 6 ao a� g,� g° X2�a x2�6� . �. . : � -� BLOCK 104 �o � o � x� x� x � . � 142.53' (C) 142.5' (P) � � 3z.�° � � ��i � � ;� � 3 ' - - ( - - � _ . �� P.B. 5 PG. 5 g� , '" • � ' ,I � � � x 3� �.' � _ o � r � __ _ _ .- � +� +�°� 300.07' (C) 300.00' (P) � HU ❑HU �, ❑HU ��HU �HU � � �, .- „ J � �j. - e y ' �"� . _ "SO' � �' � LL � y2 . ' �. �_- � � � '. � 3P.7 N ��,�� vv O - .. .- . , � _ .s 20,0 2 �� . K�`�� - 1 '.X�`� �' _ . .. X�� . ' 3�� ;� g a � 3 � VACATED � W �il � � � fi . �VACATED CLEANOUT _ - - -- ••6,-� - - - ,2 � � o; � ,� � W . ALLE�' SINGLE STORY JAIL ELEV. = 32.67' �2� � 73 �' � � � �,� x`L° � �'��EY x x2�'' ti�� Z "�� - � - - - � � � � , , � ELEV. = 30 - \ �°yo ` 300.07' (C) 300.00' (P) i o Q � 142.53' (C) 142.5' (P) � , � _ ��, � 3 �' T � � � Y � � p � I � • � � ` M ' Q � W . I ' si.s' I _ � � SAN - SAN - SAN ��`ti� ��L� � +�� `L�� I � � � � � � i APPROXIMATE LOCATION 0 � �C � :� w � � � +�� 3 � I � 27J� V J 1� � �. . ��Y I = � � W ..,�, - � � o 'y'■'�"1 0 � � � �.-t' � - PI�CiEI ��: �� x�0� r x�g � xrL4'a 2�� d x�� x�'�� x�Y'� 0� '�-�h � � �,! � 4 �3 3-15-37-35-0010-00950-0070 coNCRErE � � � � h �' . � � x � , � _ � � �� " � � � � _ 14.794 ACRES f �� SIDEWALK 3 i �9. U o � . , _ ` -� � 70�00' VACATED R/W " �` . • � � � I I v I w I � f' � � � (FORMERLY SEMINOLE STREET� y� ��. �' � � � a `L'� __ w � � � � `L "SO � � O g _ � 1 > � � a � � ll\��[t� � � �� 3 � ., � � � � � � � � N O Z �9,8, , �� ' �� SINC*E STORY JAIL �- +�� , V � � � , �? ��` � . j L � °� i �' � � _ . � 33 �g�o � QB � �� ,L� �2� F.F.E. = 33. a - F � � � � �� • � • � �• � J � � � � � � � ��'i'� " � � - _ � �� U � �, � � � , � � � � � � �`� �� v' �� 05 ,��>� � �a6 ��,g� x�a� w +��; � � i9� � w •� . �� coNCRErE � 5 a • � � _ � o � � z � � ' � � �, w �� ' � � I I � I � � � ^ , . SIDEWALK � o ,`� 0 3 O � �' ° � � ^ � � � � O � • � � +��a I � I � � I� * :i �0�0� .� , �. � � � � � 3 � Z 27.5' � � . i " � � � � � �9 10 11 I � ' �12 , a� ,�� I� -� � g � �' � z � �� . 10 11 � 12 ��1 I v v �7 �8 �� 2 ox� x2� xti�a � x a �a �� ..i 1 �� x x� � 3 � � � � � � � CONCRETE � � � ( � � � � � �� I I� CURB INLET p � 'J � ♦ 3 ,� RIM ELEV. - 26.94' A � � � 32. � .,� � � x �b5 `Lgj x26 � ,ti° � � 18" R.C.P. �E) � � I INV. ELEV. = 22.39' � , � I � I �' ` +�,05 � , tUGt UF PAVEMENT I �-,�1 �F�(/ CURB INLET � o, � O �� W/ TYPE D CURB ' RIM ELEV.= 27.49' / o � �`L � �" 6 ti �' `� o � �L�` � `L� �'9/ v� .� � � , � �NV UNABLE TO OBTAIN INVERTS � � 9� �� `L. �rL. `L. _ ,� . x^� � x5'L� � x'S � �Y � � � � � � `L � � H l -�-�/ti 3 J � � '� - �HU � I � " � �� l � 29 �9 � �M� ELEV. = 28.54��'�(� � �� 4 • 6 g '• 9 �� 'I' q; �N�l "� 1 ' 29.5' - " S O� � f/j 'F ¢ 6 I �� "�� x�� 2. RIM ELEV. = 28.60� � � � 24" R.C.P. W ��' � RIM ELEV. = 28.19� �g`L +�g. `L ti �g' �y�� +�q,� � � �� ' _ � ) a � � � � � � � �TM - STM - STM - STM - STM � I � IM ELEV. _ . 9 1' 24" R.C.P. (W) INV. ELEV. = 25.11) +� v� 15' R.C.P. E � k � ti' �HU � 1�4" R.C.P. (W) I , � w INV. ELEV. 26.14' `L 9 g �� -' I INV. ELEV. = 24.98' 15' R.C.P. (E) vi RIM EL , 24 �, � INV. ELEV. = 24.66' f 24" R.C.P. (E) INV. ELEV. = 25.40� �" � � 15" R.C.P. (W) 9� 0�� a� 15" � ` rn 24" R.C.P. (E) I 1 CONCRETE F- v I INV. ELEV. = 26.01' 'L I `L `L x�'I INV. ELEV. = 24.66' I � rn INV. ELEV. = 24.98' 18" R.C.P. (N) � Z INV. EL 6.�' I � I 12" P.V.C.� (N) � � � ' � L`� � 8" P.V.C. (N) INV. ELEV. = 25.25' + � � • 2g � � �e INV. ELEV 25.37' � � � INV. ELEV. = 26.10' � � S�M X � X =STnN1 - T��'� - STM �- STM - ,�TM - STM - �TM - S� - ST� - STM STM - STM - STM - STM - STM - STM - STM - STM STM + STM STM STM - �STM - STM - STM � - � o 'I � o � �' � 4 � � e � x,� � x2'I x`L0' tia' x28 x`l ' ,�'I � B B � `�� 36.3' � 2 � . �� 2 , g � S � 0 � -� -� 9 � , � � 5 � � � , � `L� � �, `L� � � 9� � �'7_�� , � � � �g �`' I I � I CONCRETE SIDEWALK -�' o `� EDGE OF PAVEMENT � `L � � � � °� 15,0' �� ' �� z , �, �g� ,g� g ti�� 2� VACATED � R N '�� TAN �3 � � CONCRETE �o, � ��a TYPE D CURB_ �a „�� tia �g5� � 2��' � TYPE D CURB �y��' �� yy� � `L�� ag ADD� �g� �� a � � �� oF PA ENT _ _�g� �S� -a--�- +2g5 +�� +ti +ti�� SET NAIL & DISK + 16,0'� �� a� � � I ALLEY I \ • \ STAMPED "BSM LB 8155° R/W �- �9 a° �` ^�'' `°� ` / �� . s x`� � .� �� x �� x��x�a_ � 33.0' �9 �. CONC�ET � � ,� g. ' 29Q g�' ss.s� 142.52' 142.5� � _ « , 29 � .�2' (C 50.01 � _ _ _ _ _ CHAIN LINK FENCE'I5O.O4� �C 150 �� P _ _ _ ,�S 35,�' 35,�� /�N LINE ( ( ) 70.00' g - - - \ � � a ' . � � � � �'�, �� f►' � N89'49'S6"E 904.14' �C� � � � ,� coNCRErE si�Ewn�K �� s , �2 �� zs.3' �PER PLAT PER PLAT -� �� ;, 29� 0.2' SOUTH OF g. `Lg ti �� y a � "��-� , a � � ;� �- � � , �. � _� � - � - v� I v 0 � z8.6' TYPE F CURB 28.5' 28.3' .+ 1 � I PROPERN LINE "r �� /x28 �2 x� ► , • � Z x`L° � �� •' 1.3' SOUTH OF MEMORIAL � '8� 285, ��`� EDGE OF PAVEMENT �� ` 2'I ° �� ,�.j SITE BENCHMARK #3 �ya� � � � � RIM ELEV. = 27.84� � _ * O � � � � I CURB INLET Vi C n n � � � iz" R.C.P. (S) -� STAMPED BSM LB 8155 W Q PROPERTY LINE SET NAIL DISK � ❑ �g� � � 3 INV. ELEV. = 23.77' � a RIM ELEV.12" R�C.P. 3 EL. =28.39� �c � g:7: . � �, � 288 x2�' � x`L�� x'L�� xla� INV. EL. = 23.97' �' � � QD g � � � � w � � �a�" EDGE OF PAVEMENT �8 �JO,O T 1 g b i � ' � � x�� x�a x� � � � x�� O 3 3 �� X�� x2°' �� SITE BENCHMARK #5 xti9 � I I FND BOAT SPIKE x�g =~ �9 S AMPED 8LBD8 55" , C/L SEMINOLE T T EET (P) � C/L NW 4TH STREET (F) 3 � No IDENTIFICATION �� Q � � �Q� � ��T ,0 � �S�' �gg � � � �, � �� . 9� g� g� _X2g� C/L TENTH AVENUE (P) �� ,�g5 - x2g� �-g� g�� - x`��g g� ' g� �`g� �a4 � O � � ' �� g �� `�� ,, \ � ❑E� � a 7 TOP OF BANK °jS j �� N z L � U 3 � E �� `l-�� g� � S C x`�� ti 6" PVC PIPE� � `L � Z +`L� � +�� • }, '� • + � � �'� 2�'I �b 4' x�4' � � � 1 x`]'g � x29 � x`yg � x`L°� � x`1g � x�"B � c� �/ � LL I g . ♦ � � 2 � � � I � I %2� \ � -,�` � - - - - - - - - - - - -'� � - - - - - - - - " %� $ � STM�Zg� STM STM - STM - STM -� STM STM - STM - STM - STM - STM - STM - STM STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - STM - 3 ST� - STM - STM - STM - STM ---�RIM ELEV. = 28.45' � L " TOE OF SLOPE +�2 � � � , i , � �, $TM �- ST �� RIM ELEV. = 28.77' 2 � � � C o � � � _ - - - - - - �� - - - � � � �� e a _ � � � 48' RLEV. � ) 4.40' �, INLET � x ^' �J�� , � , 5 � � � � ��, � TOE OF SLOPE _ _ � � _ � _ _ + `Z � ° S � --x-��.- ---- 6 4�,�' x�4�y' x20g x a6 `L � . . � 55 �w � � -j '� � + � RIM ELEV. _ .85' v� I FND 5/8" IRON ROD w �,,� �� + � �� }"r� , " '� � ' � � � �P �N) '� 12 '�'P' 3 NO IDENTIFICATION INV. ELEV. = 24.40' 3 � .� ti � � .C.P. (E) INV. EL. 3.71' ' ♦ � - INV. L . = 22.20' � �� 48" R.C.P. (SW) = 2 .19' �,� r ��'I � �� e � S'�� UNABLE TO OBTAIN INVERT � DGE OF PAVEMENT �� 4,� S� ��' o � � � +�'I `� TOP OF BANK 28 " �L-- 2 .2 .� -- � ❑HU ❑HU ❑HU ❑HU ❑HU �� FND 5/8" IRON ROD 8 - - • � - - • �� `�HU ��°� � � ❑HU � +ti �HU ❑HU ��g IDENTIF�p TION � c; � � R/W LINE HU ❑HU � � �HU � � � � . R/W LIN6 �.�. � t7FiU ❑H ❑HU �'g OHU ❑HU � ❑HU ❑HU H ❑HU -�HU � -�- o ■�� xti�. � �p x �� X a� �� I � s .��s 2 HU � ❑HU �� .., � • "� � � � c = _- - - --4 � _ � � F.• \ My Drive \ BSM & ASSOCIATES, lNC \ 2020 \ 20-366 OKEECHOBEE JAIL \ DRAWING \ 20-366 SUR�EY. dwg SHEET 5 Jul 07, 2021; r � ,, � \ W `� U � � W _ i%� --- j /� V V� Z 1 �` / � � J r � V (� O � J � J � �� , �1 m a � �O N w � II Z = v U Z N 0 0 N �.{� c�, c� � n� :� � �� J � ;� �,� � W � ,4�,� � �3 �j`I � �� J �y :r � J � ��; � >s,i o�� C f?� L J � �� r�i � ;c � M � ':� � �F) �j �� W � � � � 0 O Z � � � � w m �. 0 w Q 0 � � N \ w '� a � o � � O c� � z � � w � z > p � � � J � O (n � � � J � � m � \ � N I � m � � 0 w = � c� Y � W 0 � Y c�o � N M � N I 0 i o � N �`1 � � U � � � z � � O Z � w � U Q w � W U Q � W � O m � Q Q � � � � N � m m / / N � > L� p � � � � � m / / = Q7 � � i� U � � � O U W / � N � � V J v/ � � U W � � � � � � 0 Q � - � � � � � O � � � O I , i � � I I I z W � � � O _ � � U Q w � � z � � O � m C/L OKEECHOBEE AVENUE (P) EDGE OF PAVEMENT EDGE OF PAVEMENT C/L SEMINOLE STREET (P) EDGE OF PAVEMENT rianner rnone C/L NW 6TH STREET (F) S89 49 06 W Eo�E oF PavEMENT C/L NW 6TH STRE�c�{�a PnvEMENT Future Land Use: Public Facilities, Industrial TOP OF BANK Zoning: Public Facilities, Industrial — — — — — — — — — — — --� x — — — — — — — — — — — — — — — — — — — — — — — , >, , „� -- TOE OF SLOPE � S89°49 06 W 954.18 C �---�— — — — — � S�9'49-0�"V�-�9�4�8' �a,� — — — — � ) Min Lot Width: N/A ft — � ��k Proposed lot Width: 142.5 ft PE D CURB � coNCRETE sicN� IVET EDGE OF PAVEMENT ASPHALT I EDGE OF PAVEMENT Min Lot Size: N/A Sf DRIVE ASPHALT ASPHALT I CC DRIVE DRIVE I —_______— � � � I � RETE �� Proposed lot size: 519,670 sf I I 0 l; VY�U �LIV I T 0 44.1' � Project Size 519,G7O SF RETE B —� I , as.s' KE PAD� 117.a' 22.7' EDG OF PAV ENT EDGE OF AVEMENT e SINGLE STORY LIVING AREA � Total Dwelling Units: N/A � � CONCRETE SIDEWALK CONCRETE SIDEWALK I M F.F.E. = 30.24' "' —� CONCRETE WALL � ASPHALT Setbacks: _�o � � � � 0 � 0 � z TOP OF BANK DRIVE � 32 6. qg 5� �Y � � � � B E OO OO OO OO 4' �� I o SINGLE STORY GARAGE � AC Nb�, Front Req 25 B � F.F.E. = 30.20' � � s w j TOE OF SLOPE � � � o Provided 45 � � NCRETE WALL � � � a a � ------_ --- a C� f�L�PORC N N w � 31.5' _ s' � a � --------- --- _--- �� u.a mo SAN E.Side Req 25 0 0� � I � N� �5��8' NCRETE SLAB w� Provided 40 � � � w c� o � n.a' � SAN � z z W. Side Req 25 � W I� E � E � sAN �; � Q Provided 300 a Q o � o R� � c�i�y� � o � Rear Req 4� SINGLE STORY GARAG3-is-a�-asRooio�oos�o-ooio m vJi G� � � F.F.E. = 34.13� 3-15-37-35-0010-01020-0010 � � � I I � � Provided 200 3-15-37-35-0010-00950-0070 o I � Q T O 3-15-37-35-0010-00950-0010 � z d V t4J94 ACRES i 35.3� � � p CONCRETE BLOCK 95 � o 13:4? P.B. 5 PG. 5 Parking: � � � � � � � � � � � � � � w Public Use 1 space per 300 sf Office/Support 300 per 1 space ��, c�vE� I BLOCK 88 e�ocK ae � w Office/Support Area 39722 sf P�' °' °C' ° � ��m I P.B. 5, Pc. s a.e. s, Pc. s z� Required Parking: 132 spaces o 22'' � I CAGED WELL �^ s, .o' � 33.8' w I ��. Handicapped Parking 1 space per every 25 spaces minimum 1 E � a I Required Handicapped Parking 6 � l E�E `` CAGED WELL � Hanicapped Parking Provided 6 0 � � w \ ---- -- XI. ��O � ° a a �— TOE OF SLOPE_ ____-------------- I Total Parking Required 132 FUELTAN SATER X Parking Provided 170 ag.0' VAULT � x roP oF eaNK o U N IT A I E � o . . (0.26 AC) X Coverage " I Public Use 50% � Proposed 250�0 0 E c osT E � I ANTENNA TOWER I I I. Impervious Area u I �° � 0 Allowable Impervious Area: 85% I " Proposed ISR 64% � ��- x— x— x =x — c�—�i=rx� x— x— x— x =�l x # x �=x �— x � x �# x.� i�, �. x� x.� .x T x T x� �. x.� x.T x T. X� x T x� x I � � — — — — — — — — � � � � CHAIN LINK FEN C E W/ R A Z O R W I R E � X. � I � I. � I i I � � �`I . . x � -------------�----- � :�:�: � I � x � .. x � � ol z � � : :: :. I J Q I ' � �� m w .�. �.�.� �. x X U I I �I � I I � +\ ::: ::... � � / + o� o x z o x I PHWS 2 I � Z UNIT C \ UNIT B � a I (0. 3 C) I I " (0.52 AC) +\ J (0.52 AC) " 70.00' VACATED R/W � � r � . . � � � I. . . . � . � . � . � (FORMERLY 11TH STREEh x ' � X ' ' ' ' ' II I I /� �/ +� �. . . �I. �. . �. . . � I X � . . x . . . . I � I I � +� � UNIT D I ■ I x � / � � x � . ., � I I I � � + / + � �0.20 /4C� � • I � � � + � t � x x+ / � �=X-X-X + 0 - - � �------------------------+-------� I � . ,�x . -�-� . } � ❑g o ❑ I�{- . . . /. . g 3 I i -------T��---------- --i— -----� 1 � � � �+ � I � r r-------------------- --I— ----� � � X" � i � i �====�E��==______�-- --- ---, i i� � I I I I I \ II I xx E W E TYPE D ECURB I II � � i � I � � � � � � / I II � � � I � � � I I II � � � � I � � � I �. ,.. � . � > �I� I I I I � I � I I I� I � UNIT E N � II �� II � I I I � o (0.67 AC) \ o �� i i � WET DETENTION AREA I � I I I � I�Q � _ � Y � � � � � (1.22 AC) �r— ----� I I I� � � Z N Wm IIO� � � aI � I I I � � Y � o� II�'� � �I � I I I � Z I J � o o I I RETENTION POND `" I I I I I - �~ �o � I I o� � I I I � � UNIT F � ( � � `� ~ � o I m I I I � I � / A� (0.72 AC) �. �� I o� a I I I� I CORRECTION FF ONCRETE SLA dva \ \ I A R CONDITIONE I\\ \\ �� \ � o i � � � � i X= XX ��@ 4. I �� \ ~ � � � � g a L11QR �EM1TCE �4 �OF'G41F?� � •� I � � �\ I I I OF BANK SALLY PORT ' C.�INGRETE' �� \ I Z � � � — — — X X — `� . I \ \ Q I I I CHAIN }INK FENCE � . •• I m Y I �� ,� � I I I � �X � X X—X X °. O Q 0 ❑� —n� k � I. x STA . II . . . . . . . CONCRETE � �1 �I � - JI , — . :� . :� � � . ,.� � �R ,,;:, � ., — � � 0i� . �'a . �' .� ii ii .� ., :� II 11�, , I �, � .� ,,� . :, .� i�� ': -,� ri �"si 'ai �. � . � Y �;� �11 I OF PAVEMEf 'PE D CURB � �u W � = W Z N QN �g �w Z N O U V � z w � w a 0 w � 0 w � Y�� W� _ ❑HU pa � W � � N a �g ,� o w Z N \o � z V U w a � Li O W c� 0 w 01-r� � R/W LINE w 3 � � LINE w � � I �� a � � i i � � � — — — --i--- I ° X w � � �HU r v \ \ � �----------� � -- — --� — X a o / _ I a � � I � � �__________�___ I ___ J I I I I � B o X C O N C R E T E o00000000006Q�6RbTbo� x w I � � T I � ❑, ❑� � � � SLAB � � 0 � � � I � x � \�-----------I-- ----J � x � — X X w Z TOE OF SLOPE B B � � 36.3' � � X � � _ _ _ _ _ _ _ _ _ � — � — `DETECTIVES � � B � J TYPE D CURB o------------- --�-- ----� I M POU N D CO� _ pMGENERATOR M � FUEL Z� CONCRETE X— X— C�P��X�� X— X— X— X— X— X N � TANK o CONCRETE E E 0 PAV ENT TOP OF BANK I J g g B c� 0 tsz.sa'c i�z.s'r 36.3' WALL O = R/W INE y� N8 ° 'S6"E 904.1� ( ) a.2' SOUTH oF � � � —� '5 "E 9 4.1 ' �) F«� c II ---' I TOP OF BANf pdp4� PROPERTY LINE ,3' SOUTH 0� MEMORIAL � _ — — � — — _ _ _ ~ OO �e ROPERTY LINE � � = EDGE OF PAVEMENT � pO ; EDGE OF PAVEMENT � � � T I � C/L NW 4TH STRE � / ( ) I � � ) p OP OF BANK C � NW 6TH AVE. F C L NW 4TH STREET F C/L TENTH AVENUE (P) � Eo�E AVE STREET (P) � C/L TENTH AVENUE (P) _ I " � � TOP OF BANK = /� � TOP OF BANK � � SCALE. 1"=`tO' � B — � — 6" WATERLINE J�, C — � ------ ---------- ___ fJ I 0 20 40 — — ---- ---- � - TOE OF SLOPE — — _ � — — — — — — — — — — — — — — TOE OF SLOPE ___ ____ TOE OF SLOPE � _ _ _ � — — — — — — — — — — — — — — — — — — — — — — — _ — _ _ _ — — — — — — — — — — B O — � e o 0 89°4 '56 ,,��K >> B .00 T�� U R/W❑LI E �HU ❑HU ❑HU ❑HU �— pHU �HU �HU GHU ❑HU ❑HUTOP OF BANK EDGE OF PAVEMENT R/W LINE C U � U R/W LINE � ❑HU ❑HU ❑HU U �—� ❑F�— ❑HU I � � � a M L!") � O N N O N L!') N � � � O d �. # � CITY OF OKE�CHOBEE Application for Site Plan Review - Date Received City of Okcechobcc Application No. � . Gcneral Scrvices Department , �' � 55 S.�. 3�� Avenue, Room 101 Fee Paid: � Q� a{ `�� % � Okecchobee, Florida 34974 Receipt No. 5� -. �:`� � Phonc: (863) 7G3-3372, ext. 9820 � _ _ Tax: (8G3)763-1G8G E-mail: pburuette(idcin�ofolceecLobee.com Hearing Date: Page 1 of 3 �_��_�; -7. �-:��'. ��, n -(��Gf ' i�-�� :� .i :J �� 1-� i, i� � � JI1.:�1�, ,�(� � (/ � � '' . ! � I J L � . APPLICANT INFORMATIOIV 1 Name of property owner(s): Loumax Development, Inc 2 Owner mailing address: 312 SW 7th Avenue, Okeechobee, FL 34974 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs 6 Contact person daytime phone(s) and email address: 863-634-0194 - sdobbs@stevedobbsengineering.com Engineer: Name, address, phone number and email address: Steven L. Dobbs - 1062 Jakes Way, Okeechobee, FL 34974 � 863-634-0194 - sdobbs@stevedobbsengineering.com I Surveyor: Name, address, phone number and email address: Tradewinds - 200 SW 3rd Avenue, Okeechobee, FL 34974 - 8 863-763-2887 - wallyc-twps@embarqmail.com PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 312 SW 7th Avenue, Okeechobee, FL 34974. SR 70 W, TURN LEFT ONTO NW 7TH Avenue, PARCEL Straight ahead 0.2 miles on the left. 10 Parcel Identification Number. z-z�-3�-ss-onoo-0000s-0000, 3-�s-3�-ss-«,�o.oivoo-oo�o, 3-IS-37-35-0010-01910-0010, and 3-21-37-35-0020-02510-0130 11 Current Future Land Use designation: Industrial 12 Current Zoning district: Industrial Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary.;;; �,..,:;; 13 This project is going to construct a new building on an existing industrial operation consisting of22;500 SF building, parking and drainage facility. The operation will continue to operate from 7:00 am til 5:00 pm Monday thru Friday. This will add an additional 15 - 20 employees to the existing 15 employees. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. This parcel is currently vacant, the operation being expanded is to the north. l4 15 Total land area in square feet (if less than two acres): 16 Is proposed use different from existing or prior use or acres: 4.82 �Yes) (X No) Rev. 10/18 A � � , Number and description of phases: Single phase 17 18 Source of potable water: OUA 19 Method of sewage disposal: OUA CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 ' ATTACHMENTS REQUIRED FOR ALL APPLYCATIONS '✓� 20 Applicant's statement of iuterest in property. Owner 21 One (1) copy of last recorded warrauty deed. ��31/2020 �a 1� l a�� '� �"�' � 'af, 22 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topograpl�ic, "as is" surveys (one to be no larger than 11 x 17) of the property involved including: / 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Com utation of total acrea e to nearest tentli of an acre �}� 24 Two (2) sets of aerials of the site. l� 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included). �V 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. E;even (11) copies of landscape plau, including a separate table indicating the number of trees and shrubs by type and -.� 27 showing both the official and common name of each type of tree and shruU. I r�' 2g Eleven (11) copies of pliotometric ligliting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). � 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or .� proposed use will generate 100 or more peak hour vehicle trip ends using the trip geueration factors for the most similar use ' 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the mimber of net new extetti�al trips, pass-Uay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the roject. � 31 USB flash drive of a lication and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. � 32 NOTE: Resolution No. 98-11 Scl�edule of Land Development Regulltion Tees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fec, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if tlie review will be rescheduled to the next TRC meeting. Confirmation of Lnformation Accuracy' ' I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my reqt�est. False or misleading information inay be punishable by a fine of up to $500.00 and imprison . ent of up to 30 days and may result in the summary denial of this applic tion. � Neal Markus �� !�,wr•'� � Signature Printed Name Da For questions r ating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 ,� V Rev. 10/18 ��/1 �' 1� � � � � ��L.J � � � � � � � � � � 1 �' � 1 �' �� EAST 20.26'(D) N 89'50'01" E 21.14'(C) �� WEST(D) S 89'50'01" W(C) 218.90' S R/W LWE OF SOUTH PARK STREET � P.O.B. (PARCEL A) � J O C/! J � 0 � J N ^ � 0 N � U! L1 V�Lr'LS�IJ-Ll ��1��1��1��3� ��I��I��I��s� SCALE IN FEET MAP SCALE: 1 INCH = 60 FEET INTENDED DISPLAY SCALE � X I x � �� P.O.C. (PARCEL A) I � � �> la w m � � s w I� � Y � IO O � z 3 'a 6 � � N � -- -- _ - -- _�3 O � vi O O o Z N N w p p z J � J � J S� � o �� o� o � o sw zNo srREEr (vncnrEo �o' R/w) �� o �>`° � ^ ^� �� W S. R�W LWE OF SW 2ND STREET a N 89'54'07" E(D) N 89'48'22" E(C) � O 0 Z I i � � I O O <O I � I W ih � � O UNPLATTED I o PARCEL A I N I � W � i � � o 0 3 i0 I N I FOUND 5�8" IRON 1 STOR�' ASPHA_T I FOUND 5�8" IRON ROD ROD & CAP "959" BUILDIAG I & CAP "TWPS LB 6719" o-a' s, o-a' E- UNPLATTED i FENCE coRNER FENCE CORNER CATCh 0-8' S, 2.0� W. 0-8' S, 2.0' W. BASIN N 89°47'29" E 239.94'(M) � 'X 15" HQPE �---__ CHAINLWK FEN�E �� ---- 15' HDPE I� ,� 40.0' CATCH �WATER� j CONCR�E�E� � � BASIN � METER� i � �� UTILITY� MITERED \ I ELECTRIC POLE I I z � � END � �_ BOX � s I � � 4 SECTION w � 1 STORY 4 CCNC j � I I Q w � � � BUILD'NC � o � I � � � I I z �-----' � � j Q � � PROPANE i ��1-�:RED I o w� ASPHALT ` Y� a i � � w �i (rvPica�) �i s�cTioN �i �I " �I � � w 0 0 � � � cnrcH � O I J ?i - CONCRETE 40�0 I BASIN " �I Q � I� � CONCRETE �� SUMP I I 28 � I� = �1 � � N �i � z I 15"IHDPE I � z �� °1 z � � - - oI - - �-- z C�NCRETE� � � i o i�i � `--�-- I covEREo � � FiRE �N= � N � �'I ASPHALT I 1-a I W � � z I CONCRETE ASPHALT � HYDRANT �� ANC�HOR N � i� i I � N� I � Q O 49_4' � <g_g' �38'X10' WATERMAIN EASEMENT o Z i`� � UNPLATTED � ��.sx��.s' B�� c�N �_r� �� O I � I 70 4' 70 4' ___ �_�_ _ ______ ___ _ _ � UTILITYI �WqTER POLE I Q i S. 297' OF ces auMa �oa� �r��,oc 1 o i va�vE p ' PARCEL A Bui�oiNc � � i m � -� O SLOT DRAIN & APPROXIMATE W W 2-21-37-35-OA00 ��rJ-��0� �jSUMP PUMP WATERLINE � � �_ 1 STORY METAL I � I LOCATION � �l.1 "5� "� 1 STORY METAL "� BUILDING "' � V � a � CONCRETE I o I � O o BUILDING o F_F_E- 31.35 o LOADING DOCK ^� I o ^� ( ) � z a� � � � NAVD 88 RETAINWG �IM�END�� j Z WALL I SECTION� I � I� � I � , � � _ - i � CONCRETE i I I 60LF X 30" HDPE � N. INV. EL. 24.04 J `L�' 70.4' /0.4' � � S. INV_I EL 24.0 � z 49.4' 0 49.8' I I I Q COACRETE � I II 0 �Q� � � ,4 'S% �� BENCHMARK _ r � 3��,9 I I FOUND MAG NAIL WELL N ��"��I I a � & DISK "TRAV" � s z4�.�s'(o) s ss•4�'zs^ w 2ss.ss'(M) � i E� 29 sr ��A�� 88� � w �� ti� N 89'47'29" E 199.98' 2g.9 W' 29 � �-- -- 60.00' � 139.98' 29� FouNo s/a" iRON Roo FENCE CORNER k LIGHT �� CHAINLINK FENCEDH� �I � , & CAP "KAB LS 4820" 9� FENCE CORNER 1.0' N, 25 W. o� �0� POLE � I MITERED � 2 �� O NW I END � 2g� 1.4' N. 1.1' W. � z � � � o I � � UTILITY POLE 3 �� z= � o z o p o s I SECTION - �. o°' �°� � ro o 0- � i ' '1' ti �°' LLl �� z� 28 � '� �6 I 5 8 �g=% � �� Q N � Q z � m � SW 4TH S7REET � �� ttt�� SW 4TH STREET w x�" � �"� °' � oo FIFTH AVENUE(P) o i �N � � FiFTH nvE.(P) � � � � � � � � � (VACATED ORF #2020011820) o i �' �' � � 9 sg °' �Sz zQ �o � ' i `�o �� io � � � � � �8 29.3 Z �� o I � a d> O/ Vl O `L I � �'9p � 28 �,� 'L� UTILITY j Q � � POLE 9 N 89'47'29" E 139.98' i aNCNor � � � �-- - �� AA'CHOR � o �? FOUND 5/S" IRON FOUND 5/8" IRON j \ �l�� I ROD & CAP ROD & CAP x � "KAB LS 4820" � "KAB LS 4820" 3� i � � c ti�� ti�� x � I �� x �0 �. 7 �1 1 UNPLATTED " �6 / � �ti � � �� b �� s,� � w � �� x �ti� x / ti� X k I �� `� + x � �. o m � � ��'� � � ' i o ,�� ti� zzs o i � � i o � ,I w i ti�� i i o � h ' , � � � q� 3 I � c� 2 oi i TOTAL PARCEL CONTAINS ! i ±4.82 ACRES ; ; I � � i � 5 i 6 �� 2/' ! ti`b 3-15-37-35 0010-01900-0010 3 1 `,� � ti9�' ��o I o I \o Ih �-'� �� -'� ��Ao , 3 i ti� �� I �cv �� ^f � i I o � � • za_' ii ' � � � Z a� o �� , o� BLOCK 190 0 0�i li a � Q a oo,p r�i � i Q a� �o�� ` �� 4 � � ti o ui a ti�'� � oi � �i m U Z `l, �'� I I o m � � I r� � 28 � w Q N d Z� 1 -3 I � QyQ�� i I o I �� 1 1 � �Wo`�a � � � W J� 30LF X 36' HDPE 0�_ n i M _/O � L� Q� ,� rJ N. INV. EL 24.19 � W� � ti� V� W� m,��b� � � S. INV. EL 24.14 � I I DIRT �� m U� 1 f � �p I I DRIVE Z o l Q� QW � N � W� I �� w��aw ti za.i W �� Qo Op V W m a ��i Q ww � FOUND 5/S' � � Z� � O m �� O� U IRON ROD & CAP � cp �� O 0 � w i,Wj A "KAB LS 4820" � � � a Z N o�z�o ti`b� �� 6 � o i 5�Q a� I W oo zo� ti �,��/ � i ti9 � o Q3oZ �Ny 102.85/ I2�� la �, a� � m z � oz � � S 89'47'29" W � ti°� �.�� ti�� -- - o mo�m �wrn i i �g �e� � a�'� a � �'-o-� ti�� u�i i I� ��a�^✓�c/ � � � ti� � SW 5TH STREET `�' i� �� g� ti�� i `�� FOURTH STREET(P) � �} � �(�SW 5TH STREET r � �, in � �C FOURTH ST_(P) (VACATED ORF #2020011820) w i� � DELTA: 03°23'18" � o ��8 �`� �� ' �'�, �' o RADIUS: 1230.00' FouNo s/a" � I �i �a� ��o � IRON ROD & CAP M I w LENGTH:72.74' Kae �s aa2o" ! uriurv�i �8, Po�E � - - - w N 89'47'29" E I i �9 � as.oa' ; � z z84 �� 2� zg so.o�i �� BLOCK 191 i i I � 2j I � �� 5 � 3-15-37-35- I oo�o-ois�o-oo�o �° �9 �9 , � �� B. a �� zj � � � � � � , � � °� � � i 3-21-3 7-35-002 0-02 51 0-01 30 \`�ZaGy o 4 s �i � c�� 'o. N i Q i � ��' �� 0 ^� � �� o `rir, I �yw� �� m.�• \a�8 a i I \ � Y I ZQ.a < � I C1 \ I � � � \ I � I O I �� ,� � � 268 0 ,�� 'S �'S � � \ o�� 2_ ,-i UTILITY POLE FOUND 5�8" IRON ROD & CAP "KAB LS 4820" S pQ•�s�rJ3^ E 23.6cJ� � FENCE LWE 0-4' S S 89°49'42" W 199.99' wiR FENCE coNc � ��a.r a P.O.B. i � g CONC 1 STORY BUILDING o� FOUND 1/2" IRON �I� o ,.,�, PIPE (NO I_D.) I X FENCE CORNER 13 110.Y Q2' N, Q2' W_ COV o M � UNPLATTED coNc �; � �� f� 2a_�'� � ti `° o � ti�' coNc °� P. C. oy� io � FOUND 1/2" IRON� �� PIPE (NO I.D ) � M � SW 6TH STREET (asPHa�r Roao) �o' R/ a s � � Q 0 G7--- --=�YJ�a�.--_ ❑H�� OHW� � BENCHMARK \ __ __ �� I I FOUND MAG NAIL `.--�--� � & DISK "959•, � � I I EL 28.33' (NAVD 88) �' THIRD SL(P) z� I I W � I EDGE OF ASPHALT II 58LF X 40" RCP N. INV. EL. 23.42 I I S. INV. EL 2297 U DESCRIPTION: LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND ALL OF BLOCK 191, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND A PORTION OF THE FLORIDA EAST COAST RAILWAY COMPANY RIGHT-OF-WAY, SINCE ABANDONED, AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADDITION TO OKEECHOBEE, FLORIDA, AS RECORDED IN PLAT BOOK 5, PAGE 6, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY (R/W) LINE OF SW 6TH STREET WITH THE WEST R/W OF SW 7TH AVENUE; THENCE NORTH 00°08'53" WEST ALONG THE WEST R/W LINE OF SAID SW 7TH AVENUE, A DISTANCE OF 76.17 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89°49'42" WEST, A DISTANCE OF 199.99 FEET TO THE INTERSECTION WITH THE NORTHERLY EXTENSION OF THE WEST LINE OF BLOCK 251 OF SAID PLAT OF FIRST ADDITION TO OKEECHOBEE; THENCE NORTH 00°08'48" WEST ALONG SAID NORTHERLY EXTENSION, A DISTANCE OF 693.57 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE NORTH R/W LINE OF SW 4TH STREET; THENCE NORTH 89°47'29" EAST ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 60.00 FEET TO THE NORTHWEST CORNER OF SW 4TH STREET; THENCE SOUTH 00°08'48" EAST ALONG THE WEST R/W LINE OF SW 4TH STREET, A DISTANCE OF 100.00 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SAID POINT BEING A POINT OF CURVATURE OF A CURVE TO THE LEFT AND HAVING FOR ITS ELEMENTS, A CENTRAL ANGLE OF 27°36'08 AND A RADIUS OF 1230.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 592.55 FEET TO THE SOUTHEAST CORNER OF BLOCK 191 OF SAID PLAT OF OKEECHOBEE; THENCE SOUTH 00°08'53" EAST ALONG THE WEST R/W LINE OF SAID SW 7TH AVENUE, A DISTANCE OF 23.65 FEET TO THE POINT OF BEGINNING. AND THAT PORTION OF SOUTHWEST 4TH STREET (F/K/A FIFTH AVENUE), FROM SOUTHWEST 7TH AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 100 FEET WIDE BY 140 FEET LONG, AND LYING NORTH OF LOT 1 OF BLOCK 190, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; TOGETHER WITH THAT PORTION OF SOUTHWEST 5TH STREET (F/K/A FOURTH STREET), FROM SOUTHWEST 7TH AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 70 FEET WIDE BY 103 FEET LONG, AND LYING NORTH OF BLOCK 191, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND THE SOUTH 297.0 FEET OF THE FOLLOWING DESCRIBED PARCEL A; THE NORTH LINE OF SAID SOUTH 2 9 7. 0 F E E T B E I N G P A R A L L E L T O T H E N O R T H E R L Y R I G H T- O F- W A Y L I N E O F S. W. 4 T H S T R E E T A N D L Y I N G 20.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE SOUTH WALL OF AN EXISTING BUILDING. PARCEL A COMMENCE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE WEST LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE) AND THE SOUTH LINE OF SOUTH PARK STREET (PRIOR TO ROAD VACATION), AS SHOWN ON THE PLAT OF OKEECHOBEE RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE DUE WEST ALONG SAID SOUTH BOUNDARY OF SOUTH PARK STREET A DISTANCE OF 218.90 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 07°05'27" EAST A DISTANCE OF 302.95 FEET; THENCE SOUTH 07°12'09" EAST A DISTANCE OF 70.54 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF S.W. 2ND STREET; THENCE NORTH 89°54'07" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 172.97 FEET TO THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE); THENCE SOUTH 00°02'10" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE) A DISTANCE OF 670.00 FEET TO THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF S.W. 4TH STREET; THENCE SOUTH 89°54'07" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 241.18 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE SCL RAILROAD MAIN TRACK, SAID LINE BEING 10 FEET EAST OF THE CENTERLINE OF SAID MAIN TRACK; THENCE NORTH 00°04'14" EAST 10 FEET EAST OF AND PARALLEL TO THE CENTERLINE OF SAID MAIN TRACK A DISTANCE OF 1041.09 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTH PARK STREET; THENCE DUE EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 20.26 FEET TO THE POINT OF BEGINNING. PROJECT SPECIFIC NOTES: 1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C) AND MEASURED(M). 2) SITE ADDRESS: 312 SW 7TH AVENUE. 3) THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 4) F.I.R.M. ZONE: "X", MAP NO. 12093C0480C, DATED 07/16/15. 5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 6) SURVEYOR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL. 7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9) THE DESCRIPTION SHOWN HEREON WAS PREPARED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE. 10) BEARING REFERENCE: THE WEST RIGHT-OF-WAY LINE OF SW 7TH AVENUE IS TAKEN TO BEAR SOUTH 00°08'53" EAST. 11) DATE OF LAST FIELD SURVEY: 10/28/20. PROJECT SPECIFIC LEGEND: COV: COVERED CONC: CONCRETE EL.: ELEVATION I.D.: IDENTIFICATION PREPARED FOR THE EXCLUSIVE USE OF: LOUMAX DEVELOPMENT, INC. DESCR/PTION OWG. DATE FB/PG BY CK BOUNDARY SURVEY 01/20/20 354/79 WC KAB REVISE LEGAL DESCRIPTION 01 /31 /20 N/A WC RB UPDATE BOUNDARY SURVEY 09/09/20 N/A WC JJR TOPOGRAPHIC SURVEY 10�29�20 363�18 WC JJR REVISE BOUNDARY SURVEY 05/10/21 N/A WC JJR REVISE BOUNDARY SURVEY 06/04/21 N/A WC JJR SCALE ,n = 60 � ORAWING NUMBER: SHEEr > oF � 20 -495 �EGEND OO-Set Iron Rod and Cap "LB 8360" ■-Found CM •��ound Iron Rod (and Cap) O-Found Pipe (and Cap) ABBREVIATIONS E�=Baseline; BM=Benchmark; �=Centerline; C=Calculated; CATV=Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; �=Delta or Central Angle; E=East; E'LY=Easterly, E�P=Edge of Pavement; ESMT=Easement; FJ.R.M.=Flood Insurance Rate Map; FND=Found; IP=1ron Plpe; IR&(C)=1ron Rod (and ID Cap); L=(Arc) Length; M=Measured; MH=Manhole; N=North; N'LY=Northerly; NGV(D)=Natlonal Geodetic Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; f'�=Property Line; P=PIat; PC=Polnt of Curvature; PCC=Point of Compound Curvature; PCP= Permanent Control Point; POB=Point of Beginning; POC=Polnt of Commencement; PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point of Tangency; PU&D=Public Utllity and Dralnage; R=Radius; R�W=Right-of-Way; S=South; SLY=Southerly; T=Tangent; TEL=Telephone Splice or Switch Box; W=West; W'LY=Westerly; UTIL=Utility(ies); �-X "=Spot Elevation based on indicated Datum. STANDARD NOTES: No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibility or liability is assumed by the surveyor for use by others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4506. There are no visible above ground encroachments except as shown. No attempt was made to locate underground improvements and/or encroachments (if any) as part of this survey. This survey was prepared in accordance with and conforms to the standards of practice for professional surveyors and mappers as outlined in Chapter 5J-17, Florida Administrative Code. LOCATION SKETCH (NOT TO SCALE) w w NW 3RD STREET w w w w NW 3RD STREET > > > w - Z z z z z z w z z '< �L � < i � � � � I Q Q Q Q '< z Q ' x � � � � y a o � � o _ K s a r� z z NW 2ND STREET z z z o z z z z � � Q z 0 a � � NW PARK STREET � � � STATE ROAD 70 NW PARK STREET I� > �� 5 z > a N 3 � � � Q 0 z C 0 � ,�C �� i � SW PAR� STREET SW PARK STREET T � � � � I� I � � � � � ❑� i SW 2ND STREET SW 2ND STREET � �m� IDQ j IZ ❑�� P i SW 3RD STREET SW 3RD STREET � C z �I z � � � � oi SW 4TH STR.EET SW 4TH STREET a I � ❑ m o I I 0 ¢ � S`1✓ 5-- �TREET S I T E SW 5TH STREET � � � � m � I I I � ❑ � � � w SW 6TH STREET SW 6TH STREET � � } I Z Z � a a �? I � � F o I � SW 7TH STREET 3 SW 7TH STREET � � � � � I � > SW 8TH STREET SW STH STREET � m r-r� rT o z � � w w w w 3 > > > > > N z z z z z j j � j j SW 9fH SIREET SW 9-- �TRE-T a Q Q Q Q x x � x � I� c0 N a M �L I � � � � � � ' I � � � � � J SW 10111 SIKEE- � SW 10TI1 S.-REC- � � � � � � SW 11TH STRFFT SW 11TH STREET � ��- -- -�------ �--1 � �� SW 12TH SIHEET � �� TRADEWINDS SURVEYING GROUP, LLC. 200 SW 3rd Avenue Okeechobee, FL. 349'74 Tel: (863) 763-2887 Fax: (863) 763-4342 John J. Rice, P.S.M. (LS 4506) LB 8360 � �, �..0„ 0 0' � � � � e e ii u }3'-II' 35•-0•' }5•-0• )5'.p^ ]5•.p• 35'.0' O 35•-0" .__ O }5'-0' O 35'-0" � 35'.0" O 35'-0'• O ]3'-II" a � � � � � 9 v I I I .— — -- -------- --------- I — — �I � I � , � � , � � i� � a � , I �� auirrrt� I � � I I I A-1 I � � I � I � ]3'-II' l5'-O" ]5'-0' I I � I ��--________ � �� 3/37" , I'-m" ae.-o• I I I I I I I I � a � � � � � � I � �� I — — — — — — — _ _ I I I � � � ai:�ect � � � � � � I a o , � — — — — — — — � ,----- ---------- ---------- ---------- --------- ------- �----� � , I I I � I_ I I I I I � � =-_ LL �---: _ _ � � u1----- �cErria+ cwrErgHcc � -----L ;� � � - I � i� I : 1+ I � I I � 35'-0' J5'-0" }51-0• 35'-0' 35'-0" l5'�0' 35'-0" 13'-II" I 3 I � - AREA GALCULATIONS � �_____ __________ _ _______'_______________ I _'_ '_\ I I � � _ _ _ _ � _ I _ . . 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Y+95: 772-800-5700 www Ib�archited ure.com � OF F��R � �I�.�t CL"`M1O � � �•J' � 0 J � � '-V � H a X � � � � � � � � Q � v = a�� a�0 W1[I1i DAIf: 04217071 Evuions rnfr miE ENLARGED FLOOR PLAN rnfr nunue A-2 — I — I i � n � oo � � � � � FRONT C9T F T ID J( eaT� Ei cveTION ��-r�1 tL�:�7I�3:1a!_n��l ��I ' �' ___ AA26003774 5n sw na�nf�� n�nu� o�i swnr �u�f f� x�n: 772�-5700 wwwlbjanhitedurc.rom � oF F��R � � e o Fja a` o[ O � � � � d 'V' � F- a X � v � � 0 � � � � Q � u.v.i a�� a�0 Daif: 0471201t � mtr riri[ ELEVATIONS au nunefe A-3 . • . � + X MJ�et LOYM�I( DEVELOPMENf • NTE OKEECHOlEE� R OSI03ROY1 •ymbN qy laW Art�nY�� M�nW�eWnr Uwe�iP�ion rnI] I t1r I DIMOLE I LHhonl� LIy1�tlM WDOE] LEO �4 )OCRI IIFT �OK MN: W�LL MOYMT AF.F. (bllan d lbclun) '�•• � .�• �� 1� � .� �,�� .. _ � u ¢ � DITCH - TOP-OF-BANK SIDEWALK Lumin�in Wmxr LLF LurniMin W�tY 1]3n 0.90] �'lAH4 � � � � � � � � � �_��;� � � �� ,� � � I � mK Wleulatbn tYmm�ry �w.�ey w.ns �..ew !f.lY�4 �0.0�ERT'LINE srre C�icryp� Ynlb Avy IM� MM Avy�IM M�N1M Illunln�� Fe 0.1� 1.7 pA NA MA IllunYr�a Fe 2M 63 0.6 1.]� 10.1! � 0 0 ,- � ��! =r�y �s�3EE��EetlE�r'��!�� i��i i� ,..,.,,,.�.,, ,. 'e �� L. .. t. i. ,:;;�:;,:v , .,.,,;. ,.. ....... � �. . ,: �: L: �:;::.:: ,.:.,:,�.:u 91[n:l � .,::r;�s .::'ri� � ,: �;', � ;�,,, ' � in> •�da i: n o -� 1 ��I� _ �� Ol�eechobee County Water Management Repart Proposed Site Luproveir►ents for Loumax Development, Inc. Okeechobee County, FL Prepared November 2020 � '� - � _� ..Y',�' �.. ;, By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs �ngineering 1062 Jakes Way Okeechobee, FL 34974 , .� r.�t 1 ! "S.P � i" ,.'� � � �C�in . 1$`.� ,. , . apR 2 � z��a . � � w� _ �� ,� 4813%# ,.� \s w�,�� SLD Engiweeri!�� , C � ��o ;'.�,�� P��: The purpose of this report is to provide the City of Okeechobee and the South Florida Water Management District with the calculations and documentation necessary to detnonstrate the proposed surface water mauageinent systein cou�plies with state aud lucal criteria. Fxisti�� Coiditio�► Descri�tioi�: The site is appruximately 4.1 acres in size at�d is located at a portion uf the Florida East Coast Railway Right-of-Way, since abandoned, and commenced at the intersection of SW 6�' Street and 7�h Street Right-of-Way line (Parcel IDs: 3-21-37-35-0�20-02510-0130; 3-15-37-35-0010-01910-0010; 3- 15-37-35-0010-01900-0010). The historic discharge is through the retention pond on the south portion of the site throu�;h a control structure to the existing ditch at the east. The Soils Report for Okeechobee County identifies the soil as lmmokalee Fine Sand on the smaller north portion aud Myakka Pine Sand on the larger south portion, with 0 to 2"�� slopes. T'his soil has a Ilydrologic Soil Group rating of A/D which is poorly drained in the natural state and wel) drained developed on the larger south portion. A Ilydrologic Soil Group rating of [3/D on the smaller north portion which is poorly drained in the natural state and moderately drained developed. Tl�e soils report also indicates d�e wet season water table is approximately 1' below natural ground. P�Q�osed Use: Tlie owner proposes construction of an 0.82-acre paved parking area, driveway, road pavement, and loading dock for trucks. In addition, a proposed extension of existing building is also in the site. In order to control the run-off a proposed dry retention wiil be used to collect the runoff from the improvements by inlet drai►tage and pipe to the dty retei�tio�t area t� be coc�tcolled and delivered tu existing �itch to the east. Drai �aQe .o �sideratio ic: To aiteuuate the iucreased run-off generated by t}►e proposed im�ruvements and to ensure that water quality standards are met, we propose to pass all drainage from the parking area through a dry retention system, which will overflow into the existing ditch. The dry retention basin is a 5-133 basin which is controlled at 13.5 NGVD `29. The control elevation for the project will be the wet season water table established with the previous developinent of 14.5 NGVD `29. Allowable discharge for the S-133 basin is 15.6 CSM for the 25 year— 3 day event: C1= 15.6 cfs per square mile * A/ ci40 Q= 15.6 cfs per square mile * 4.10 / 640 = 0.10 cfs A. Wa,ter Qnality Water qi�ality treatment is provided by dry retention. Since tlie proposed water quality system is dry retention for the project, the volume of water quality required since this project discharge into an impaired water basin and with a presumptiou of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is see table below. Based on the attached stage storage spreadsheet, the watex quality vol�une see tab[e below is met at elevation see table below. Total water quality required for 150% of the water quality volume is 0.38 ac-ft, however 1.03 ac-ft is provided in dry retention. Water Oualitv Table Basin WQ Volume Required Elevation WQ Volumc Met WQ Volume Provided Ac-Ft Ac-Ft Onsite 0.38 28.20 1.03 2 B. Water Quantity This project is located in the 5-133 which discharges ultimately into Lake Okeechobee through S-13:i out of the rim canal. The allowable peak discharge rate in this basin is 15.6 CSM. The allowable peak discnarge rate for this project, based on the 25-year, 72-hour storm event was calculated and shown below. The actual maximum discharge rate for the 10-year, 72-hour storm event was calculated and shown below, whicl� is within tole�•ance of the maximt�m allo�vable peak rate. To demonstrate conformance to this criterion, the proposed project was flood-routed using AdICPR. Allowabte Dischar e il�todeted Discha�• e Meets Criteria Onsite 0.10 CFS No, but minimum bleeder The l0-year, 24-hour storm (�.0") w/ discharge, the 25 year, 72 hour storm (9") w/ discharge, and the 100 year, 72 hour storm (10") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings for the Lake Node in each Phase is provided as follows: 10 Year. 24 Hr. Storm » Peak Stage Peak Rate (ft-NGVD'29) (cfs) 25 Year. 72 hr. Storm (9.0"1 Peak Stage Peak Rate (ft- (cfs) NGVD'29) 100 Year. 72 Hr. Storm �� Peak Stage (ft- NCVD'29) Onsite �. < ;`:; 29.96 Water Use: The proposed potable water and wastewater for the project will be provided by Okeechobee Utility Authority. There has been no Consumptive Water Use permit issued nor applied for this project. There are no existing wells onsite. nff-Site Draina¢e: There is no offsite flow onto this property. Fiood Plain Analy,gis: As shown on the attached FEMA Panel 12093C0480C, the building and proposed parking are located in Zone X(Area of Minimal Flood Iiazard). Nutrient Analysis: As previously stated, the p�•oject proposes to provide I50% of the required water quality treatment volume in the dry retention system in order to meet the nutrient removai requirements. However, using BMP Trains, retention is required in the amount of 0.32 acre-ft of retention for the site. This will be achieved by setting the bleeder at elevation 28.1, which will supply the required 0.32 ac-ft of retention to supply the required additional nutrient management for the site. '1'he recovery is shown on the attached spreadsheet and the minimum infiltration rate to meet this requirement is 1.2E-04 cfs/ftZ-ft. This will be achieved during construction by either tilling the botto�n of the retention area to 26.5 or replacing the in situ soil with soil that meets or exceeds this requirement. Constructinn Recommendations: Runoff and/or any water generated by short-term dewatering during construction wi(l be contained on-site. However, there is some potential for transport of sediment to off-site areas should heavy rainfall occur. In order to reduce the potential of any off-site transport of sediment or turbidity we ►•ecommend installation and maintenance of temporary silt fence around the perimeter of the proposed project until siie work has been completed and the srte has been stabilized. Conc_ 1�,S,ciorc,: In my professional opinion, the proposed construction shouid have no impact to existing drainage patterns off-site and should have no impact on off=site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. "Che proposed design and construction will comply with applicable state and local requirements. Advanced RV Center No. 201&640 Drainage CaIcul2Gons Basin Information For: Total Basin Area Native Area Wedand Bufter / Preserve Total Basm Area (water quafity) Impervious rlrea Roofline,Bldg Wedaud Lakes PavemendSidewalk Totallmpervious Area Pervious Area Dry Pretreatment Green 'fo[al Pennous Area Percent impervious Adjuste� Soil Storaae Calculatzd SCS Clurve Number Time of Concenvation Water Oualitv Calculation 1" trea[ment s Prujec[ Area RwolPfrom?.�"x°anec Impeniws-SFWM14Dcritena Required Nater Quali[y Volimie Impau�ec: Water body nmltiplier Adjustec Required Water Qaality Volume D.5 P✓atcr quality stage (01921875 ao-lt) VVater Quality Stage � �.!fi ac u.r;u ac u.c:i ac <. I n ac n ac � ;z�� ac �:.�,in ac i.: '. ac I.�_ ac s"� ac :.i0 ac '_Ssac .,,'.��dl in � g 7 ) min =a ao-R 0_' 1 ac-R 0., 4 ac-ft I.�� 75°I.5 0 :3 ao-ft ?7.S' ft-NGGD ?4.'_0 ft-NGVD 11 /7912020 D:1Civi1 Projects�2019-043 Loumax\04-Calcs�20'19-043 sile info 202011 i8.xls Stage Storage Calculations for Basin Loumax 3 F � � � ,� `�� r: �---�,�� .�.:.�,�'�`�; � � � �' w,� �. � . "�<: ',��'a� 9.'�'�,� � � ; �. �;- r [ , � . U �: M �� w,�,�� 1 s "i�'s�r, � �,� �'�s 99 51fDZ0 516�`O 5160E0 515110 516140 27° 14' 25" N � 9�ac ::� ; � I � ty Pk�GM�y�� ,� . � P � . �_` !l �— .v� �"`�" ��'� � , �! . '?rl �� . ` '°'� r _ �> �_ hi _ 4 P � —p � � � � +� �� ,; t:� � � ,;; t �.� � � �K� t � t,t .[.YT ' t�i!"� ah.$tllYl�xS eA�, �� . � - - � �r � -� �a� _ V a .,3w. , �' _� �� , '"�-� -yl � . � .: � � �, � ,h� , } . ' , :, �;i� �, ;� ;�� ,,�,,,m�"s*�� j � � ""�� e d,:.: � �� y � 8� � a��'_.;'� �b e. � k �� y�� - +��--�� .; y. ' �i'�4''�d, .•.� !R �' ;!. 4:. "Th � .k�• 9,`. . . k.u., � � a - ��,�,,�,�µ; ��PA' �: #_ � � -� . _�' r t a �.� � � � �� i t� � '` �'� � � � '�` � n � Hydrologic Soil Group�keechobee County, Florida (Neal Markus Industrial) y �,�,� � � �� '�� ; � `:K �c �;�' � �� ly �` �'�y � ` � �.,� F� ,, � ''� ` J �a � � + � !� -��.. *_ �: �— �� ^- x �`.r � � �� . c3 �,� � ° '.�� " � � �� .�, ��e ' � °."*�� 1 � > ;, _..,}�� . �: fi�, y��' A�, �, � ' - —� � � � � � . C ��.� � � � � � ' � � i'4 2` �+ S,'� ��: � " � �' � �� .. 1 y� ', � �� Soi,i Ma�� i�ay not„��e v�lid`� n� ia• n, N � :.� _ . � �_ �. ._" _ ' �_ �1� 516(AO �'.�:ti� . . ":a��.' if115 SCcI�C.'. � � _ ,�- � � S1r;t,e�il 516110 � 51ti740 3 � � Map Sol�: 1:1,240 fi prirrted on A paUait (8.5' x 11") sheet. � N �� 0 15 30 60 9p � � 0 56 700 20� 300 �P ProJxtion: Web Merator Comer mordina�s: WGS84 Edge Ucs: UTNI Zone 17N WGS84 i 5i�� Natural Resources Web Soil Survey '� Conservation Service National Cooperative Soil Survey 3 b � � 57617D 516200 y��. � 27° 14'25`N S.. _ : � — � � y;: �:a ___ �___ � ' —� ' ' ,��"hT 6 '�R, ' �... .:: - _ �'.t'i '��R � , .'4"e _ � �: _ �� —. � R ��T � ty e s m g . F� y�'�' � — �i , � >. - � —� ��,,� :.{ � a "Y f �, '� �r : . �«a;�+W�G"' -, � � — � ' ��: ��! � . ,FF s Aa... e?£�` � i�°-'>.' • r.. ` �f -� � �%� . . � �� ♦f � $ '� � �i .'� -�� e �. � � �. � �- � I� .. . . . -' � 27° lA' li N J1677U 51BG(1D 3 � � 12l17/2019 Page 1 of 4 Hydrologic Soil Group—Okeechobee County, Fiorida (Neal Maricus Industrial) MAP LEGEND Area aflnterest(AOI) Area of Interest (A01) Soils Soil Rating Polygons � A Q A/D Q B Q B/D � � Q C1D Q D 0 Not rated or not available Soil Rating Lines s r A . r A/D . t B ,..,s B/D . e C r r C/D .. D +. Not rated or not available Soil Rating Points 0 A � A!D � B � B!D MAP INFORMATION 0 C The soil surveys that comprise your AOI were mapped at � C/Q 1:24,000. 0 p VVaming: Soil Map may not be valid at this scale. 0 Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed scale. Transportation Rai6s Please rely on the bar scale on each map sheet for map Incerstate Highways measurements. US Routes Major Roads Local Roads Background Aerial Photography Source of Map: Natural Resources Conservation Service Web Soil Suroey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as ihe Afbers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Daka: Version 16, Sep 17, 2019 Soii map units are labeled (as space al�ows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compited and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. i: �i �� Natural Resources Web Soil Survey 12/17/2019 � Conservation Service National Cooperati�de Soil Survey Page 2 of 4 Hydrologic Soii Group—Okeechobee County, Florida Hydrologic Soil Group Map unit symbol � Map unit name � Rating 11 � Immokalee fine sand, 0 i to 2 percent slopes _— — —_ _ — - � ---- - — — - -- 14 Myakka fine sand, 0 to 2 percent slopes Totals for Area of Interest Description I_:]l7 A/D Acres in AOI --- —�-- Neal Maricus Industrial I Percent of AOI I r 0.7 j 17.8% i �.__. _--- -_... 3 4 � 82.2% i � I 4.1 I 100.0%J _ �___--- ----- _ Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of faur groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoffi potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of mocierately deep or deep, inoderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slovv infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell patential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious materiai. These soils have a very slow rate of water transmission. If a soil is assigned to a du�l hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition t�5u:� Natural Resources Web Soil Survey � Conservation Service National Cooperative Soil Survey 12/17/2019 Page 3 of 4 Hydrologic Soil Group—Okeechobee County, Florida Component Percent Cutoff.� None Specified Tie-break Rule: Higher Neal Markus Industrial � isu,� Natural Resources Web Soil Survey 12/17/2019 �� Conservation Service National Cooperative Soil Survey Page 4 of 4 3 � � � 27° 14'25"N Depth to Water Tabl�Okeechobee County, Florida (Neal Markus Industrial) 51Ei720 51�0 51C� 516110 � � � I � � � xsz.�� e�� '��t �— � #} .rky,� ' +,�.�,.� �,�-' ' � '��s $�._ t ...��`..� � •, > y� � �. y � � �x t " ., Kr , ''°� i :*'.w„ir '�'�k . ;"�:�i .�.;:' �.�=' "i'W 4 :�; � � ��/�-:y � 99 4 Mi{ � r�' - .:':k1.�w.' � —. t � �� r r =A:- � ... ut .�I�. �'i — �:._. .:�,�9 � �— � �� . ,Rr x"`.�W,� � "` .. �� . k' �b`�".i�f',8, i§ � . � - ': �._ �`i I Ud•�• � � T fi i �� i� �- � ��- �� - �� i� � �� h '� �� , `'°� �. � '� �;r� � ,. ,�: - .,�_:: , 516140 � � � � ., v ��C.:.»:. , 14 �� L+.. � F' L S �— � " `'J�,"FW .` � 4� �.v o i�� .. A a �.. a� �<: ��. ,„ , , �y � , � .{� � �F�7� � s. �`` � � � }'` { '�� r �, y , � .. � � �� { � �'' W� �ae �`p" :.�,: - � - .r t{��yy�y� ' • � .YR y '� '�'.Yo� .:y : � '�4 �. "� y` "• �+, � � .� � 5oi•I Map_.i�-ay n;ot�ne.vai'id�at this scaie. �1�P ..'� _ �i � S ��, "�,� ' 27°14'17„N . "I.�� .:.I� .. ..._ .. I 51bifU 51t1X'U 51b1RY1 T � f � � 51ti11U 3 � � Nkip Scale: 1:1,240 if prir�ted on A poitiait (S.5" x il") �x;ct � N �Meters 0 15 30 60 �3D n Feet / � 0 50 100 200 30(i /v Map projection: Web Mercatnr Corner 000rdinates: WGS84 Edge Ucs: UTM Zone 17N WGS&� ��i,� Natural Resources Web Soil Survey w Conservation Service National Cooperative Soil Survey F:F ki r L. .. h'::. �'. `,:^: R! 3 � � 51617D 5'Ifi200 (— . � 27° 14'25°N � „— � � =,� . z_i��. .+�. -- -___ _- � �Ya � 1„ ✓r�` ��,'RLs�� ' = �� ' � � . '.��'R ��t . - � . . .,s'� . . . .i:f;':i � � � J rf t } ' .. �. _ � �� : , � Zs � � I— � � �' 1. � n� � � � � � �f ,� . �`. • •. Y'_F • � 4 ��— N } �� aay'� � �.;�_ �� _ � r4 � . �, l �: h �� re.,c' � �i R�� , � � q �� ., } � �. � . �Y �w: � �Y�'��` ':C..J � � �.'. . . I'�' 27° 14' 1T' N Siti17U S1�tL 3 0 � � 12/17/2019 Page 1 of 3 ti1614U Depth to Water Table—Okeechobee County, Florida (Neal Markus fndustriai) MAP LEGEND Area of Interest (AOi� Area of Interest (AOI) Soils Soil Rating Polygons C o-zs � 25 - 50 � 50-100 Q 100-150 Q 150 - 200 Q > 200 � Not rated or not available Soil Rating Lines .: . o - 25 . . 25 - 50 .. so-ioo . , 100-150 . r 150 - 200 ,,.y� > zo�J .• Not rated or not available Soil Rating Points � 0-25 � 2s-so p 50-�00 p �oo-iso p i so - 200 p > zoo � Not rated or not available Water Features Streams and Canals Transportation _ Rails Interstate Highways US Routes Major Roads Locai Roads Background AerialPhotography MAP INFORMATION The soil surveys that comprise your A01 were mapped at 1:24,000. i V��aming: Soil Map may not be valid at this scale. Eniargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Naturai Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EP5G:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Afbers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 16, Sep 17, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aeriai images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on vdhich the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundanes may be evident. i�p � Natural Resources Web Soil Survey 12/17/2019 s Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Water Table—Okeechobee County, Florida Depth to Water Table Map unit symbol Map unit name Rating (centimeters) 11 Immokalee fine sand, 0 30 � to 2 percent slopes I _ _ _ — --- ;— I_ __.._ -- — — _._ _—_ . _ _._._ — 14 � Myakka fine sand, 0 to Z� 30 percent slopes Totals for Area of Interest I Description Acres in AOI 0.7 __ _— ------ 3.4 4.1 "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are ba�ed mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A"representative" vatue indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.� None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December Neal Markus Industrial Percent of AOI 17.8% 82.2% I i 100.0% i t�u>:� Natural Resources Web Soil Survey 12/17/2019 ■� Conservation Service National Cooperative Soil Survey Page 3 of 3 Loumax Devel.opment Inc.. - Drainaqc Calculation&, City of Okeechobee, FL Input Report for AdICPR - -- ------ - - --=�= Basins =__`__ __==_.. .__'_... --- - ---- ----- -- ____ Name: Onsite Group: BASE Unit Hydrograph: Gh256 F.ainfall File: Rainfall. Amount(in): 0.000 Area(ac): 4.100 Curve Numbcr: 9?.00 CCZl ( u) : O.CO Node: Onsite Status: Onsite Type: SCS UniY. Hydroqrtiph CD: Peaking Factor: "L5G.0 Srorm Dura�-=^n (ltrs) : 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowabie Q(cfs): 999999.000 _____ _..._________.._____._._._____ ___= Nodes ="________________________----------�-----__`----------______-__'_�_--____--------.- Name: Offsite Group: BASE Type: Time!Stane Time(hrs) Stage(ft) -------------- ------------ 0.00 2"/.000 77..00 2`1.G00 12F.00 2/.00O 500.00 27.000 ---------------------`--- Name: Onsite Group: BF�SE Typc: Stage/Volume 0.00 Stage(ft) Volume(af) ----------- -------------- 26.500 0.0000 2E.000 0.13^0 2H.500 0.2800 29.000 D.'7300 ?g. �np � .'7900 30.000 3.2000 30.500 9."1200 31.000 6.2500 31.500 7.7700 Base Flow(cfs): 0.000 Init Stage(fC): 27.000 warn Stage(ft): 29.500 ------ ----- -------------- ------------------------------ Base F:low(c£s): 0.000 Init ST.age(ft): 26.500 Warn Stage(ft): 29.500 ------------- ___= Drop Structt.res =__________= ___________________�_________________------____-___-__ Name: CS-] From Node: On�ite Len9th(ft): 20.00 Group: BP.SE To D7ode: Off�ite Count: 1 UPSTREAD] DOWNSTREAhf Friction Equation: Avera9e Conveyance r,e.,met�_y• rirr�ilar Cirrular Solutinn .Algnrithrn: A�_itomatic Span(in): 18.00 18.00 Flow: None Rise(in): 18.OU 18.00 Entr.ance Loss Coef: 0.500 Invert(ft): 23.000 23.000 Exit Loss Coe£: 0.900 C9annir,g's P:: 0.025000 O.C25000 Outlet Ctrl Spec: O�e dc cr tw Top Clip(in): 0.000 O.00C Inlet Ctrl Spec: Ose dn Bot Clip(in): 0.000 0.000 Solution Zncs: 10 Upstr.eam FHWA Inlet Fdge Description: Circular Concrete: Square edge w/ headwall Downstieam I'tIW� ini2t Edge D2scriptior,: rircular Concrete: Square edge w/ headwall **"� We.i.r 1 of 2 for Drop Stiructure CS-1 +** Count: 1 Type: Horizonial Flow: Both Geomctry: Rectanqular Span(in): ?_9.00 Rise(in): 36.00 'a" Wnir ? oi 2 ior Drop SCrucCure CS-1 ��'" Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coe£: 3.200 Ori£ice Disc Coe£: 0.600 InvzrL-(ft): 29.700 Control Elev(Et): ?.9.700 TAALE Interconnected Channel and Pond Routing Model (ICPR) OO 2002 Streamline Technologies, Inc. Page 1 of 3 Loumax Developmenc Inc. - Drainage Calculations, City of Okeechobee, FL Input Aeport for Ad2CPR Count: 1 � Bottom Clip(in): 0.000 Type: V�>rtical: Mavis Tvp Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular. Or.ifice Disc Coef: 0.600 Span(inj: 3.00 Invert(fi.): 28.100 Rise(in): 3.00 Control F.lev(Lt): 28.100 TABLE -__= 47eirs ______________'__�-__--____�-___- Name: G'rom Node: Group: BASE To Node: Flow: Both ��ent: 1 Type: Horizontal Geometry: Circular Span(in): 0.00 Riae(in): C.CO Invert(ft): D.000 Control Elevation(ft): 0.000 TPBLE 8ottom Clip(i.n): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Crifice Discharge Caef: 0.600 ---------------- --------------------- ___- Br.eaches =_'_____`_'_-________�_= _-_____�_________"_____'______-_-_____-_____-____-_____ Name: From Node: Count: 1 Group: BASE To Node: Flow: Both T3ottom Width(ft): 0.00 Water Surface Elev(fL): 0.000 I,eft Side Slope(h/v): 0.00 Breach Duration(hrs): 0.00 Right Side Slope(h/v): 0.00 Power Coef: 0.00 Bcttcm Sreach Elev(ft): O.COC ['.eir Diacharge Cc2f: C.000 Top flreach Elev(ft): 0.000 ._--------- ----- ----- ._._ . .-- . . _._.. - --- --- - -- - - -- � - - - � - -- -- —_= Hydroloqy Simulations �� -__ __ - - Name: 100YR3D Filename: F:\2019-093 Louma>:\04-Calcs\2019-043 ICPR\sims\100YR3D.R32 Override Defaults: Yes Storm Durat.ion(hrs): 72.00 Rainf.all File: Sfwmd72 Rainfall A:acu.^.t(i.r): 10.00 Time(hrs) Pri.nt Inc(min) -------------- -------------- so.uoa io.00 100.000 5.00 ----- ----- ----- ---------------------------------------------------------------- ------------- Name: ].OYR1D Filename: F:\2019-093 Loumax\09-Calcs\2019-093 ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 P.ai_nfall File: Flmod Rainfall AiuounC(iu): S.OG Time(hrs) Print Inc(min) _______________ _______________ 10.000 7.0.00 29.000 5.00 loo.000 io.00 ---------------------------------------------------------------------------------------------------- Name: 25YR3D Fiiename: c^:\2019-093 Louma�c\04-Cal.es\2019-043 IC?F\siras\25YR3C.R32 Override Defau].ts: Yes Storm Duration(hrs): 72.00 Rainfall. File: Sfwmd72 Rainfail Arnount(in): 9.G0 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 2 of 3 Loumax Development Inc. - Drainaqe Calculations, City of Okeechobee, FL Input Report for AdICPR --------------- ------- 50.000 10.00 10U.000 S.00 900.000 1C.00 -- --...----'------------- kouCiity SirnulaCions =_='___:=_`_'__-___________________________________`__-----_-__�="____�_ idame: i00;'R3D Hydruloyy Sim: 100`lR3D Filename: F:\2019-043 Loumax\09-Calcs\2019-093 ICPR\sims\100YR3D.I32 �xecute: Yes Restart: No Patch: No Alternative: No Max Delta 2(ft): 1.00 De1ta Z Factor: 0.00500 Tirna Stey OpC.imizer: lA.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stayes: Boundary Flows: Time(hra} Print Inc(m.in) -------------- ------------- 50.000 120.000 100.000 120.000 Group Run -------------- ----- RASF Yn� _________________________________________________________________________________ Name: 10YR1D Hydrology Sim: 10YR1D F.ilcname: F:\2019-043 Loumax\09-Calcs\2019-093 ICPR\sims\10YR1D.132 Execute: No Restart: No Patch: No AlternaCive: No Max De1ta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(h�r�): 0.000 End Time(hrs): 100.00 Min Ca].c Ti.me(sec): 0.5^00 Max Calc Timc(�ec): 50.0000 Houndary Staq�s: Boundary Flows: Ti.me(hrs) Print Inc(min) ----------- -------------- 10.000 120.000 ;a.coo �20.000 �.00.000 lao.000 Group Fun ------------ ----- BASE Yes ----------------------------------------------------- ---------------- Name: 25YR3D Hydrolo9y Sim: 25YR3D Fi].ename: F:\ZOl.9-043 Loumax\04-Calcs\2019-043 IC1?R\si.mz\25YR3D.I37. Executc: No Restart: No Patch: No Alternative: No [+tax DelCa Z(it): i.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 400.00 D1in Cal.c Tim:: (sec) : 0.5000 P1ax Calc Time (sec) : GO.00CC Houndary Stages: Boundary Flows: Sime(hrs) Print Inc(min) --------------- ---------- --- so.or,o �.2c.000 ioo.000 izo.000 aoo.00a izo.000 Grouy Run _______________ _____ BASE Ye� ___.._ ..__--------- ,—..._. _...__ Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Tne. Page 3 of 3 Loumax Development Inc. - Drainage Calculations, City of Okeechobee, FL Basin Summary Report for AdICPR Bas.in Name: On,^,iLe Group Name: BASE Simulatior: 1CCYR3C Node Name: Onsite Bas.in Type: SCS Unit Hydrograph Unii Hydroyrayh: Uh256 PeaY.inq Fator.: 256.0 Spec Time Inc (m.in): 1.33 Comp Time Inc (m�n): 1.33 Rainfa].1. File: Sfwmd72 Rainfall F�mount (in): 10.000 Storm Dux'ation (hrs): 72.00 SCatus: Gnsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Arua (ac): 9.lOC Vol of UniL- Hyd (.in): 1.000 Curve Number: 92.000 DCIA (';) : 0.000 Time Mar. (hrs): 60.02 Flow Max (cfs�; 17.�337 Furoff Volume (ir,): 9.024 Runofi Oolumc (ft3): 134305.320 -------------- --------------------------------------- — ----------- ----- Basin Name: Onsite Gr-vup Name: BA�E Simulation: 10YR1D Node Name: Onsite Bas.i.n Type: SCS UniL' Hydrogr.aph Unit Hydroqraph: Uh256 Peaking Fator: 256.0 Spec Tim�a Ir,c (m.in) : 1.33 Comp Timc Inc (min):-1.33 Rainfall Filc:: F:Lmod Rainfall Amount (in): 5.000 Storm Duration (hr.$): 24.00 Status: Ons.ite Time of Conc (min): 10.00 Time Shlit (hrs): 0.00 Area (ac): 9.100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 �CiH (�i: o.00G Time Max (hrs): 12.04 Flow bfux tcfs): 11.340 i<unoff Volume (in): 4.088 Runoff Volume (ft3): 60890.196 Basin Narne: -s.itc Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basi.n Type: SCS Un.it Hydrugrapl-� Uni.t Hydrograph: Uh256 ?eaking Fator: _56.0 Spec Timr� Inc (min): 1.33 Comp Time Inc (min): 1.33 Rain£all File: Sfwmd72 kainfali i�mount (in): S.00G Storm Duration (hrs): 72.00 Status: Onsite Tir�e oF Conc (min) : 10.00 Time Shift (hrs): 0.00 A=ea (ac): 9.lOC Vo1 of Unit Hyd (in): 1.000 Cvrve ivumber.: 92.GG0 DCIA ($): 0.000 Time hlax (hrr:) : G0.0? Flow Max (cis): 16.092 RunoPf Volume (in): 8.03?_ Runoff Volume (ft3): 119535.963 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Lcumax Development Ir.c. - Drainage Ca_culations, Cit}' of Oke=_chobee, FL Dled= N,aximum Re�ort: for AdICPR N,ax Time Max Warniny Max Delta Max Surf Max Time hlax Nax Tirae Max, Name Group Sinulaticn Stage Stage Stage Stage Area Inflot�� Inf�ow Outflon� Outflori hrs ft fC rt ft2 hrs cfs �rs cfs Offsite BP.SB 100YR3D O.OG 27."v00 29.500 0.0000 0 O.CO 0.000 O.QO 0.000 Ons_te BP.SE 100YR3D 73.02 29.9n9 2°.500 O.D050 128229 60.00 17.87; 0.00 0.000 O:fs:te BASE 10YR1D 0.00 27.000 29.500 0.0000 0 23.61 0.232 O.001 0.000 Onsit2 BASE 10YR1D 23.61 29.192 29.500 0.0050 80501 12.00 11.010 23.61 0.232 Offsite BASE 25YR3C O.GC 27.000 29.500 0.0000 0 72.09 0.279 O.QO 0.000 Onsite BkSE 25YR3G 72.08 29.623 25.SOG C.0050 113065 60.00 16.01: 72.08 O.i7° � Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 � Lcumax Develepnent Inc. - Drainage Ca:.culaticns, City of 0:%eechobee, Fs Link Maximu:� Report: for A�9ICPR idzx Time Max Nia:< Max Time ';ax Max Time Max Name Group Sinvlation Flcw Flow Delta Q i�S S:age GS Stage US Scage GS Staae hrs cfs cfs hrs ft hrs ft CS-1 Bk�E 100YR3G 0.00 O.GCO 0.000 C.00 0.000 0.00 0.000 CS-1 BASE 10YR1D 23.61 0,232 0.002 23.0? 29.192 O.UO 27.000 CS-1 BASE 25]R3D 72.C8 0.275 0.001 72.08 29.623 0.00 27.000 � Interconnected Channel and Pond Routing Model (ICPR) OO 200Z Stre�mline Technologies, Inc. Page 1 of 1 V Loumax Proposed T�uck Route 3- .,.... .w.. < .,,.•,., ,,,,� . �,. . ,. -- -`,� - .. . - . . l- � ^iwe�"T/'^'n _. � .. _ w"Y - M1 ._ 1e _ •.�w^r.,�rr.fP- . .-� t i �"� `Y f i 'R�-''Yf � � �� ,� ��b'` ��P`` T'4� �. � _Q � , m�' ��: t .rx ' . � �. i � z. " C � 4�"'i � - a , rn. 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I _: _ _ _ __ �[xpecEed i I Units � i Ratc 6Va�kci3y Pi,� peak % Pg� % PM �indapende�it Calcul�idd FPv9 i=eai: L'cscrinfior, t i i E Ccde ilniEs � DaiE� i i�aff;c � Period R�ia ln Ou4 variabte) Dail Tri s 5'ri��s - io4al PP,9 in PFdI Ou� �vetEs I�aycareCenier 50"5 KSFZ 79.26 i2.48 �7% 53% 0 0 NA NAi �Oay�reCenter 505 Stud�Ms +.�8 0.82 47% 53% 0 0 NA NA D=ycarz CenYer 5"05 _r-mployeas 28.93 479 d7 % 53 % 0 0 Nq I� Cemstery 5G6 �Employeas 58.09 7.00 33% 67% 0 0 NA NA �IPnson "s71 IS�Z � �� p.g � ;�q Nq 0 0 NA NA Feak Hour is P'rvf PaaR Hour Cauiwn- Only 1 Study. Pnson 571 Em�lo�-ers Ni; 023 2890 729�0 - 0� 0 NA NA 'Library 59C !:SF'' So"3� Z30 48%I 52% 0 0 �lA Nq � Libr�r, 590 Employ=2s 52.52 5.�0 � 47 % 53 % 0 0 �;a NA �Lodge/FratemaiOrgzni:aiion 5�J5 �dembes 0?9 0.03 NA fJA 0 0 � NA NA Caution-Oi;l, i Siudy �Loorahra9emalOr9a�iirticn 591 [mpluyaes , SSSO C.OS� NA NA 0 0 MA NF iHospital G10 �SF� � 76 50 1.19 42% 58% 0� 0� NA NA II-Iospita1610 IDeds 1i.81 9.31, �u% 64% � 0� 0 � NA NA � Hosoit3l 6�10 � Ein�;oye25 5 20 0.33 31 %, 69 % 0 0 PdA NA �NursineHom2 G?0 Beds 2.37 022 33% G7% 0 0 (dA NR �Nursinp;iomz u?0 �ErnploYaas G.03 ��F 20% 74% � D �A� �A NA Pa2kHou,-isPAh°aakHour IClinic o30 fCSFZ 31.G5 5.78 NA NA 0 0 NA NA Caution- Onty 2 StuUles �Clinic 630 Crnploveas _. 7.]"5 123 41% S�J% . 0_.__-- � NA� NC, - - � -- ---- -----�------ --- --- ---� �--- � -----. _�----..__ . - C.c:�2ra! i:isic� 710 (�Guatio��) KSF �{��,�f{pi3 �tplfBLtUii 77% 83% 0 0 IJA NA� Generdl Cince 710 KSF2 ____ __ __ 11.01 _____ _ 1:19 M1! % 83 % 2,6 _ 29 4 1 3 -- - � -._ . . .. - . .. - - - ---- - Corpore!e Weadquarers 7'IJ i<SF 7 gS 1.�10 i0 % 90 %� 0 0 Nq NAIPeak Hour is Pd! Peak Hour �Coi;oorat2 He�dquaR2rs 71S GmpEoyeos 7 SS�- 1.�0 10% 90% -�� 0 0 NA NA�aeak Mouris P�n Peak Haur ISinglc Tenant Oinc_; Sldg 715 i(Sf� t 1 i 57 172 75 % SS % � t 0 0 NA NA Paak Hou; is PA4 Pca:; : lour �Sin le i enant Ofiicz 61dg 7�15 Employers 3"v2 0.50� 15% 85 % ��r 0 0 NA NA �eak Hour is FA,fi Peak Hour �edic3l Dent�l OiPic: 720 KSF ^�, �3 3.46� 27% 73 % 0 0 PIA !VA ��1Aedical�enialOfi�c�, i20 Em?Io5'e=s 8.�1 1.0.i 34% 66% 0 0 �!A NA Govemmenl Omcz Building 730 KSF' � uS.gS 1.2'I 31 % 69 % 0 0 � NA iVA pcai: Hour is PTS Pea� Wour Caution- Only I S,udy IGovemment Oifics Duilding 7;0 Cmpfol'a=s F 11.55 1.97 T4 %� 26 % 0 0 �lA N� IStatePdiotorVehiclzsDapt. 7;1 �f<SFZ f86.G2 17.09 NA �P, 0 0 NA NA ISlate PAoior VefiiGzs DaPL 731 Employ�a; S.58r � NA 0 0 � �;, �,USPos;O�cs 732 ISP� 1G8.59 7L12 51% 40% 0 0 NA NA �US Pos�t Offic:: 732 Em3�loyeas 28.02 2.84 51 % 49 % � p �yq Nq Gov.O�caConplex i33 l:Sf � 27.g2 2.85 3'I% 69°0 0 0 NA NA Caution-Only 1 Siudy. Gov. Ofiice Comple;: 733 Employers 7 75 079 ;1 % 69 % 0 0 N.q NA Rc�D Csnter 760 i(SF' B i i 1.07 95 % 85 % � 0 NA �A Pcak Hour is P�.7 P�ak Hour R&D Cen4er 700 Employees 2.77 0.41 50% 90% 0 0 NA NA Buildingf�7at2nalslLumber 812 !:SF C5.ig 4.qg q7% 53% p I 0 iJA NA� Euildinc�Polat2rials/Lumber 812 Employers � ;2.f2 2.77 51% d9% 0 0 NA IJA FrzrStanding DiswuM Superstore 813 KSf'' S3.73 4.61 49 % 53% 0 0 NA IJA Frez-Sianding Discouni Store 8S5 KSFl 57 ?4 5.00 50 % 50 % � 0 0 NA NF Frzz-Standiny �iscount Store 815 Employzzs 28.85 3.48 50 % 50 % 0 0 iW' N; Hardwarzf?einiStore 61G i(SF� 5729 d.Hd 47% 53% 0 0 NA NA CauUon•OnIy3Stutiies Hardware/PaintSiore 81G Emoloye2s � 53.21 5.05 I� iJA -p� p �q � �ursery (Gard�n Carder) 617 ISFZ 33.p8 3.80� NA iJ,'+, 0 0 NA Nq Nursery• (Garden Cznter) 317 Enploy�s 7_2.�i; 1.99 f�A IVA 0 0 NA NA Nursery (Wnolasale) 618 i(SF� 3�J.00 5.17 N.A NA p p Nq Nq ' PJurs� pidiiole�ale) 858 Emplo ees _ __ __ �3.40 0.47 NA NA p p Np � . ' Si�ioppmg Cz;;tar ??O (EGLaiia�) I:SF' �fjEle�ifOil �� - Efjli3itt�i9 43% 59 % 0 0 --Nq -- Nq -- ----- - Shoppiny CUnicr E20 Pate I<SF� � 4Z,ik 3.37 49 % 51 % 0 0 NA NA ractor� Outlai Cenier $23 KSF 2S 59 229 47 % 53 % 0 0 NA � NA QualiryRestau2nt 93i �FZ 690.5 7.49� 67% 33% 0 0 tJA NALcH�Tumovar-tol�riiian�Ihour OualiSy Restaurznt 931 Sc2ts 2.Bo' 020 67 % 33 % 0 0 tJA NA Higii Tumoverl5it Down Rest 932 KSF1 72'r 75 1115 59% 49% - pl`� ryp NA Big van2uon on Daily High Tunover/Sit Cown Rest �J32 Sesis 4.83 0.41 57 % 43% 0 0 PIA IJA Fast Fooc �vlo Dnve Tnv 933 iCSF� 716.00 2S.? 5 5996 <<9 % 0 0 Nq N,�1 Fast Food rd/o Dnve Thm 933 Seafs d212_ .. 2.13 6S % 36 % p 0 NA nia ��'��. L .. ;,�:' �" -_ � �� : -- . ��-o�c�� 'r� ��-__ ,��.6'� � . � -� � `��„' �,� __�� ,,�� . �� Staff Report Site Plan Review: Prepared for.- Applicant: Address: Petition No.: Description: a ue __ � � •' ,-� 1375 Jadcson 5treet # 206 Fort Myers, Fl 33901 The City of Okeechobee Loumax Development, Inc. 312 SW 7�h Avenue 21-002-TRC Addition to Existing Manufacturing Facility Staff Report Site Plan Review Applicant/Owner Applicant Address Site Address Parcel Identification Contact Person Contact Phone Number Contact Email Address Loumax Development, Inc 312 SW 7th Avenue Okeechobee, FL 34974 312 SW 7th Street 3-15-37-35-0010-00620-0110 Steven L. Dobbs 863.634.0194 sdobbs@stevedobbsengineering.com Applicant: Loumax Development, Inc Petition No. 21-002-TRC For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at httqs://www.cityofokeechobee.com/aqendas. html. Future Land Use Existing Industrial Proposed Industrial Zoning Use of Property Acreage Industrial Manufacturing 4.82 acres Industrial Manufacturing 4.82 acres The Applicant owns an existing manufacturing facility which has occupied a 1.64 acre parcel. Recently the City approved a future land use map amendment to Industrial (20-002-SSA), a rezoning to Industrial (20-001-R), and a right-of-way abandonment (20-002-SE) for adjacent property to the south which totals 3.18 acres. The Applicant is now proposing to construct additional warehouse, manufacturing, and office space which will occupy the adjacent property as well as some of the existing site and connect to the existing facility. Additional parking facilities, loading docks, and a stormwater detention area are also proposed. The existing facility contained 600 square feet of office area and 17,000 square feet of warehouse/manufacturing area. The proposed addition contains 2,000 square feet of office area and 20,651 square feet of warehouse/manufacturing area. The Applicant has stated that all associated parcels are being joined to create one 4.82 acre parcel, though this action has yet to be completed. �:,�,�� 1 plarini':ng Staff Report Site Plan Review North Future Land Use Zoning Existing Use Future Land Use East Zoning Existing Use Future Land Use South Zoning Existing Use Future Land Use West Zoning Existing Use Applicant: Loumax Development, Inc Petition No. 21-002-TRC Industrial Industrial Light Industrial Single Family Residential Residential Multiple Family Single Family and Duplex Residences Multifamily Residential Residential Multiple Family Childcare Facility Multifamily Residential Residential Multiple Family Approved site plan for church POTABLE WATER AND SANITARY SEWER: Potable water and sanitary sewer will be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sfl to the additional 22,651 square feet of building floor area indicates a demand of about 3,398 gallons of potable water per day. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. �:,K�� 2 planning Staff Report Site Plan Review TRAFFIC GENERATION, ACCESS AND EGRESS: Applicant: Loumax Development, Inc Petition No. 21-002-TRC The site plan depicts three new driveways on SW 7`h Avenue in addition to the existing driveway for a total of 4 driveways, each providing ingress/egress, with the southernmost driveway intended for large truck access. The Institute of Transportation Engineers provides an estimated trip generation rate for manufacturing at 3.82 weekday daily vehicle trips per 1,000 square feet. For a 40,251 square foot facility, this equates to an estimated 154 daily vehicle trips. In addition to the standard size vehicle trips, expansion of this manufacturing facility will increase the number of semi-trucks coming and going in this predominantly residential neighborhood. The applicant has provided a truck route plan indicating that these trucks will be accessing the site from SW 7th Ave via SR-70. The applicant has agreed to bear the cost of improving the impacted section of local roadway (the section of SW 7th Ave from SR-70 to the southernmost proposed driveway of the expanded facility) in order to mitigate the expected deterioration of this roadway due to the increase in heavy truck traffic. INTERIOR CIRCULATION: Internal circulation of the proposed addition seems adequate. SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck The appropriateness of this plan will be addressed by the Fire Department. B. Loadinq Zone The proposed addition includes a loading dock sufficiently wide to accommodate at least three large trucks. C. Dumpster Location and Trash Collection No dumpster enclosure is depicted on the plans. The applicant should specify how trash storage and collection will be handled. . .. . • . . The railway runs along the north property line and existing industrial uses lie to the north of that. The vacant properties to the east and west are zoned industrial and also have the railway running along their northern property lines. There are single family residences to the south, though the plans depict a proposed buffer of trees, shrubs and a drainage area between the proposed structures and the southern property line. I :�1z�� 3 �Ianni:n�� Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 21-002-TRC Regulation Required Provided Min front yard setback 25' Pro osed buildin 49' (SW 7'h Ave) p g' 90-345 2 Min side yard 15'; 40' abutting residential zoning Proposed building: 444' from south setback district side PL 90-345 2 Min rear yard 20'; 40' abutting residential zoning setback district Proposed building: 75' §90-345(2) Max lot coverage 50% 20% §90-345(3) Max impervious surFace 85% 47% 90-345 3 Max height 45' 22' 90-345 4 Min parking space 9, by 20, Parking spaces proposed on east dimensions side are only 10' by 18' 90-511 b Min ADA parking space dimensions 12' by 20' w/ a 5' wide access aisle In compliance FL Accessibility Code 502 Min Loading space 10' by 30' w/14' vertical clearance Large loading dock proposed dimensions 90-511 c Min drive aisle 24' for spaces 75° to 90° width 20' for spaces 60° to 74.9° In compliance §90-511(d)(2) 16' for s aces less than 60° Paving Each parking and loading space §90-511(e)(1) shall be aved In compliance Each parking or loading space shall Parking and open directly onto a driveway that is loading space not a public street, and each layout parking space shall be designed to In compliance §90-511(e)(2) permit access without moving another vehicle. 1_:,�� 4 planni.ny Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 21-002-TRC Regulation Required Provided Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so that oriented design pedestrians moving between In compliance §90-511(e)(3) parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be Pedestrian provided along the lines of the most walks intense use, particularly between Provided §90-511(e)(4) building entrances to streets, parking areas, and adjacent buildin s. Loading space Loading facilities shall be identified identification as to purpose and location when not Loading dock denotes loading area §90-511(e)(5) clearl evident. Min parking No parking space accessed via a space setback driveway from a public road shall be In compliance §90-511(e)(6) located closer than 20 feet from the ri ht-of-wa line of said ublic road. 1 per 1,000 sq ft of warehouse floor area up to 20,000 square feet plus 1 per 2,000 square feet of floor area Min number of to 40,000 square feet parking spaces 1 per 300 sq ft of office floor area §90-512(5) 51 parking spaces §90-512(6) 2g parkinq spaces repuired for §90-512(2) 37, 651 sf warehouse area 9 parkinp spaces repuired for 2600 sf office area Min number of ADA parking For facilities with 51 - 75 parking spaces spaces, at least 3 must be ADA 3 ADA parking spaces provided Florida spaces Accessibility Code 208.2 Min number of 1 for 5,000 to 25,000 sf, plus 1 for Large loading dock proposed to Loading spaces 25,000 to 60,000 sf of floor area accommodate at least 3 trucks 90-513 2 1 tree and 3 shrubs/3,000 sf of lot Min area. 80 trees Landscaping §90-532 210,145 sf = 3, 000 = 70 trees and 210+ shrubs 210 shrubs re uired L;,h,�. 5 planni.ng Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 29-002-TRC Regulation Required Provided Landscaping 18 sq ft of landscaping required per for parking and required parking space. In compliance vehicular use areas 38 x 18 = 684 sp ft 90-533 1 Landscaping One tree per 72 sf of required for parking and landsca e area vehicular use p In compliance areas 684 = 72 = 10 trees 90-533 2 Landscaping for parking and Two feet of landscaping required vehicular use between buildings and vehicular use In compliance. areas areas. 90-533 4 Landscaping for parking and Min. dimension of landscaped areas vehicular use must not be less than 4' except In compliance areas adjacent to on-site buildings. 90-533 5 One landscaped island at least 5' by Landscaping 15' w/at least one tree must be for parking and provided for each 10 required In compliance vehicular use parking spaces w/ a maximum of 12 areas uninterrupted parking spaces in a §90-533(6) row. Landscaping The remainder of a parking for parking and landscape area shall be landscaped Not indicated vehicular use With grass, ground cover, or other areas landscape material. 90-533 7 Landscape 10' minimum width of street frontage Buffer provided along SW 7th Ave is buffer areas buffers not in compliance 90-534 1 Landscape 2° minimum width of property line In compliance buffer areas buffers 90-534 1 1:��„� 6 planni.ny Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 21-002-TRC Regulation Required Provided 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 990 linear ft of frontaqe on SW 7t" Not in compliance Ave minus 130' of drivewav width is 860'. With 10' wide buffer 8. 600 sf of landscaped area is repuired with 29 trees and 86 shrubs Landscape buffer areas 200 linear ft of south property line §90-534(2) repuires 400 sf of landscaped area In compliance with 9 tree and 4 shrubs 9,039 linearft of west prope►tv line In compliance re�uires 2, 062 sf of landscaped area with 7 trees and 21 shrubs 240 linear ft of north property line requires 480 sf of landscaped area In compliance with 2 trees and 5 shrubs Landscape Trees may be planted in clusters, buffer areas but shall not exceed 50 feet on In compliance §90-534(3) centers abutting the street. The remainder of a landscape buffer Landscape shall be landscaped with grass, buffer areas Not indicated §90-534(4) 9round cover, or other landscape material Species When more than ten trees are Notation indicates that plantings will diversification required to be planted, two or more comply §90-538(c) species shall be used. Trees and shrubs shall not be Tree spacing planted in a location where at their from utility Notation indicates that plantings will maturity they would interFere with comply structures utility services (in accordance with §90-538(d) §g0-543). Trees should maximize the shading Shade of pedestrian walks and parking In compliance §90-538(e) spaces. Landscaping shall be protected from Landscape area vehicular encroachment by means Not indicated barriers of curbs, wheel stops, walks or §90-538(g) similar barriers. L: �r�„� 7 planning Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 29-002-TRC Regulation Required Provided Plants required to be installed shall Drought be elected from the South Florida Notation indicates that plantings will tolerance Water Management District's comply §90-540(b) Xeriscape Plant Guide. At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Drought Florida Water Management District Notation indicates that plantings will tolerance Xeriscape Plant Guide. However, comply §90-540(b) when a landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant species. Trees shall be at least ten feet high Min tree size and two inches in diameter Notation indicates that plantings will §90-540(c) measured four feet above ground comply level at the time of planting. Prohibited Species listed in §90-542 shall not Notation indicates that plantings will species be planted. comply 90-542 Fences shall not exceed a height of Fencing five feet in front of the front building Not in compliance §90-639(a) line, nor a height of eight feet elsewhere Sidewalks Sidewalks required adjacent to right- A sidewalk is already provided in § 78-36(a)(1) of-way ROW along SW 7t" Ave All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half Photometric plan provided which horizontal foot-candle power of demonstrates adequate illumination Lighting artificial lighting. Lighting, when of the parking area with minimal § 78-71(a)(5) provided, shall be directed away illumination intensity adjacent to from public streets and residential ROW. areas and shall not be a hazard or distraction to motorists traveling a street. l_ �K„�. $ planni.ng Staff Report Site Plan Review Applicant: Loumax Development, Inc Petition No. 21-002-TRC Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: 2. 3. 4. 5. 5. 6. 7. 8. A joinder/unity of title must be completed for all associated parcels: 2-21-37-35-OA00- 00005-0000, 3-15-37-35-0010-01900-0010, 3-21-37-35-0020-02510-0130, 3-15-37-35- 0010-01910-0010. The applicant should either be approved for a variance to allow relief from the landscape buffer requirements of City landscape code section 90-534, or the site plan should be revised to meet all landscape buffer requirements. The remainder of the parking landscape areas and buffer landscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The applicant should either be approved for a variance to allow relief from the maximum fence height requirements of City code section 90-639, or the site plan should be revised to meet maximum allowable fence heights. The applicant should either be approved for a variance to allow relief from the minimum parking space dimensions of City code section 90-511(b), or the site plan should be revised to provide parking spaces which are at least 9'x20'. The applicant shall pay the City for the costs associated with the necessary improvements to SW 7th Ave as determined by the City engineering service. The applicant should provide details regarding the proposed storage and collection of trash which satisfies all requirements of the City's Public Works Director. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. Submitted by: ;� ��-�-_-- Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: July 7, 2021 TRC Hearing date: July 15, 2021 Attachments: Future Land Use, Subject & Environs; Zoning, Subject & Environs; Existing Land Use, Subject & Environs �_.�R,�� 9 pl�nni.ng Staff Report Applicant: Loumax Development, Inc Site Plan Review Petition No. 21-002-TRC FUTURE LAND USE Subject Site and Environs _� � - � � . . � � . 5r„r= r�a,�o !u �= e,..,_ � 1 = H x c� � � �� — — �� I1� I� � 6 i l i - e o w .i u E 6 • l . I B c i0 1� �- .L y ' ' a _ : -1 :_. _ � � ;� � � � _ 197 LAND USE CLASSIFlCATIONS I�t .ne SIPlGLE-� ..'i... -._:��E�T.. _ MIXED USE RESIDENTIAL - MULTI - FAMILY RESIDENTIAL - COMMERCIAL .. - INDUSTRIAL PUBLIC FACILITIES EASEMENT -�-�•-� RAILROADCENTERUNE -��-��- HOPKINSMEANDERLINE UNINCORPORATED planni.ng 10 Staff Report Site Plan Review Applicant: Loumax Development, Inc Petition No. 21-002-TRC ZONING Subject Site and Environs � --lgh•-^�- a a� �� e s s s z�. � f .,z,��<�., _ ,, , _ ._ � �� . - -- v'7 E :� :a )4 .e . � :, ' . .. ' a. � � I �� 1' T L Qi __ iz. o. _ L,, a. }i30 V. �� ii 1'31 //// _ _"_ _ / r'/ .�, I ��r.�% _ _;�� ..��.. ,r._ _ _,_ � STATE �OA� 7� F � t64 � _. . __._. _ . .. _ i . . . �� t S . : � ' . ,, ,: �lU. .__� i. ...-...'%i!� �.."..�', � ,,.�� ,o�r.. �� 5 . ' , � a .1 . 1 II 5 � ! J . .-_._� �,_ . ..__ ._. 1�U0 . I ....._. .. B "1 tt I ' P. i t^. " t: . L_ � _...I .___ __...� '_. .._. . .__. .. . � __ - - . j � ' I , . >I., . _ , ` Q � '; 18Q = .g� _ F y� . � .. ,: �� , . , ., ,. u� � - � r i ,, . . . _ + : 1 i�2 ,� , _ I __I _ � 9 ,iin ,iinl ---5�'--,I—.. ° � \�, tt 10� 0 9'> E a .. � � < : 197 ZON/NG _ ._.:rn.�e..... . ., . «.�� ...,WEci._..- ._.... ._. . �lJH6 -.,.�n_• _ ., .�.HEa a.r. ce>=_ - � . - � . - _ ec.�wr�. vee::c . � . =_=:ow*u� swc.a -... .. l ;,R��< 11 ptanni:ng Staff Report Site Plan Review Applicant: Loumax Development, Inc Petition No. 21-002-TRC EXISTING LAND USE Subject Site and Environs � .. . yr � . � ;.� i; � -�4 :�� aa.. +�. s�r. �} �'�► �, �► :'�rael' * 'r� +'�1 � „ . ,.. . ._ _ , .p � SW �'l112K S I ..�w .,r. -.- +.++� a �_, � "� ' x� S "�� , ws..ir�.r� . � ; wM , � �' `l � ` .�. C' rr,e - - +` • �i�t� ,�C ,`�. . • �;u i :�� x" ... T i. ,;� �~ .� ' ' � , k.. . � . f �, � �� , �� 'i•� �� . A � .�li� x ��/�,�, h �# 1� 4 �` s . � . 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' .. �f 'S9;t � li ' 3'� J� � � �` � r"�• ` � a ;� �� p� �� • ' *,�t� ,� , ��. *"gP!l��M��w y� • �. : ' _� s �1�, ' � �, "* r t � „;' - _'T�, •- a',"� �i` ��, r +� �A' ._.., ` �.;�a n ,�„ �..�,�r� ; , � ��; .. , . �-- a �I � � � '� � ' { 1 . n 4 �� . � � � �y � "14a , Q. ♦ ,^ , - ' � � s' a�e � ;a �;, _ �t :.w �`it ^� s,� :'•.� .r 1L� , . _: � w iyli.rr -� ..;� �'4 � T_... 11 � �I�, � � ..�.. �� c' .,.,.. .F � ,...._� �� Ar �� _ . ... � I :�R,�= 12 �Ianni!ng SERVIC]ES, L]LC. � DESCRIPTION: LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND ALL OF BLOCK 191, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND A PORTION OF THE FLORIDA EAST COAST RAILWAY COMPANY RIGHT-OF-WAY, SINCE ABANDONED, AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADDITION TO OKEECHOBEE, FLORIDA, AS RECORDED IN PLAT BOOK 5, PAGE 6, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY (R/W) LINE OF SW 6TH STREET WITH THE WEST R/W OF SW 7TH AVENUE; THENCE NORTH 00°08'53" WEST ALONG THE WEST R/W LINE OF SAID SW 7TH AVENUE, A DISTANCE OF 76.17 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89°49'42" WEST, A DISTANCE OF 199.99 FEET TO THE INTERSECTION WITH THE NORTHERLY EXTENSION OF THE WEST LINE OF BLOCK 251 OF SAID PLAT OF FIRST ADDITION TO OKEECHOBEE; THENCE NORTH 00°08'48" WEST ALONG SAID NORTHERLY EXTENSION, A DISTANCE OF 693.57 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE NORTH R/W LINE OF SW 4TH STREET; THENCE NORTH 89°47'29" EAST ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 60.00 FEET TO THE NORTHWEST CORNER OF SW 4TH STREET; THENCE SOUTH 00°08'48" EAST ALONG THE WEST R/W LINE OF SW 4TH STREET, A DISTANCE OF 100.00 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SAID POINT BEING A POINT OF CURVATURE OF A CURVE TO THE LEFT AND HAVING FOR ITS ELEMENTS, A CENTRAL ANGLE OF 27°36'08 AND A RADIUS OF 1230.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 592.55 FEET TO THE SOUTHEAST CORNER OF BLOCK 191 OF SAID PLAT OF OKEECHOBEE; THENCE SOUTH 00°08'53" EAST ALONG THE WEST R/W LINE OF SAID SW 7TH AVENUE, A DISTANCE OF 23.65 FEET TO THE POINT OF BEGINNING. �\� THAT PORTION OF SOUTHWEST 4TH STREET (F/K/A FIFTH AVENUE), FROM SOUTHWEST 7TH AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 100 FEET WIDE BY 140 FEET LONG, AND LYING NORTH OF LOT 1 OF BLOCK 190, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; TOGETHER WITH THAT PORTION OF SOUTHWEST 5TH STREET (F/K/A FOURTH STREET), FROM SOUTHWEST 7TH AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 70 FEET WIDE BY 103 FEET LONG, AND LYING NORTH OF BLOCK 191, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. � ► �� THE SOUTH 297.0 FEET OF THE FOLLOWING DESCRIBED PARCEL A; THE NORTH LINE OF SAID SOUTH 297.0 FEET BEING PARALLEL TO THE NORTHERLY RIGHT-OF-WAY LINE OF S.W. 4TH STREET AND LYING 20.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE SOUTH WALL OF AN EXISTING BUILDING. PARCEL A COMMENCE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE WEST LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE) AND THE SOUTH LINE OF SOUTH PARK STREET (PRIOR TO ROAD VACATION), AS SHOWN ON THE PLAT OF OKEECHOBEE RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE DUE WEST ALONG SAID SOUTH BOUNDARY OF SOUTH PARK STREET A DISTANCE OF 218.90 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 07°05'27" EAST A DISTANCE OF 302.95 FEET; THENCE SOUTH 07°12'09" EAST A DISTANCE OF 70.54 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF S.W. 2ND STREET; THENCE NORTH 89°54'07" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 172.97 FEET TO THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE); THENCE SOUTH 00°02'10" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE) A DISTANCE OF 670.00 FEET TO THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF S.W. 4TH STREET; THENCE SOUTH 89°54'07" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 241.18 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE SCL RAILROAD MAIN TRACK, SAID LINE BEING 10 FEET EAST OF THE CENTERLINE OF SAID MAIN TRACK; THENCE NORTH 00°04'14" EAST 10 FEET EAST OF AND PARALLEL TO THE CENTERLINE OF SAID MAIN TRACK A DISTANCE OF 1041.09 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTH PARK STREET; THENCE DUE EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 20.26 FEET TO THE POINT OF BEGINNING. PRO✓EC T SPECIFIC NO TES.• 1� UNLESS SHOWN OTHERW/SE, ALL D/MENS/ONS ARE CALCULA TED(C� AND MEASURED(M). 2) S/TE ADORESS.• NOT ASS/GNED A T T/ME OF SUR l/EY. 3) F. l. R. M. ZONE.• "X'; MAP NO. 12093C0480C, DA TED 07/16/15. 4) TH/S SUR l/EY /S NOT /NTENDED TO DEP/CT ✓UR/SD/CT/ONAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 5) SUR l/EYOR ASSUMES NO RESPONS/B/LITY OR LIAB/LITY FOR THE ACCURACY OF EASEMENT D/MENS/ONS SHOWN HEREON, THERE MA Y BE OTHER EASEMENTS OR RESTR/CT/ONS THA T EFFECT TH/S PARCEL. 6) THE SURI/EY DEP/CTED HERE /S /VOT COl/ERED BY PROFESS/ONAL L/AB/LITY INSURANCE. ADDITIONS OR DELETIONS TO SURI/EY MAPS OR REPORTS BY OTHER THAN THE S/GN/NG PARTY OR PART/ES /S PROH/B/TED W/THOUT WR/TTEN CONSENT OF THE S/GN/NG PARTY OR PART/ES. 7) DA TE OF LAST F/ELD SUR l/EY 12/30/19. TRAD]EWINDS SURVEY�NG 200 S.W. 3rd Avenue Okeechobee, FL. 34974 Tel: (863) '763-2887 Fax: (863) '763-4342 Email: kab.twpsCyahoo.com Richard Barnes, III, PSM 7074 � • • i o eec o ee o r� a � \ r J �,�. ` y'fi� Si _� ;i st 0 SITE � z � � � �e m � 1_ _'I � a 3 n � � 0 ' ruw 7ch 5� IVW 6th St F�W 5th St N'JY 4th S� � 'tV'! 3i�: S: .�,�� ,, .�i z�.� N W Park St � I= �� -: `L S � n � i A � _ srr � bm sz v ' ro � � � A SW 28it► St a n fD -. ! O NW nh s� � � � trF ath Sf a � Okeechobee � x Q � � M y n 5E 4th S; �; ti ro 5YV 5�h 5� SE 6U� St sw � st� s� � I � A � �;r _ , .,. i � WdH R�+ � 5E 2$th St � � LOCATION MAP SCALE: N.T.S. VICI N ITY MAP S� 32nd St � INDEX OF SHEETS �f, ��. Steveh L, Do�bibs Eh ihee�ih LLC 9� 9�� Cohsu/tir�9r Er�9rir�eers �062 Jakes Way - Okeecho,bee, FL 34974 Phone: 863 824-7644 ( ) FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 TITLE SHEET EXISTING CONDITIONS, DEMOLITION, AND SEDIMENT CONTROL PLAN COMBINED EXISTING AND PROPOSED SITE PLAN OVERALL PLAN HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN PAVING, GRADING & DRAINAGE PLAN DETAI LS GENERAL NOTES AND SPECIFICATIONS CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , � ', ' of Florida, Inc. Loumax Development Inc ENGINEERS PROJECT No. 2019-043 01 OF 08 02 OF 08 03 O F 08 03 O F 08 04 O F 08 050F08 06 O F 08 �% � F �$ Waimari Supercenter(' . � � r . � , � � n � �� 54 �-A'�� y�. SF 75tt D- s� z, �n �� 11 i� � c� �<y.� rT - i o� aa° Q •� Q � 00 ° BEACH PIERCE )RT ST. LUCIE TUART IUPITER WEST PALM BEACH SCALE: N.T.S. i �R \ � \ � \ 8 �0 �� 6 ZZ� « x r�$ NW,� vN� \ I � � i �� + �9 \ 7 i � � X �� mZ 0 Z � N m� � 00 A 0 �, Z 0 0 � � � � � A � � � � � 5. 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' Ac — — . — 2g� b �Du1�3• "Qr — — . �-08 y ��- 2 . - - . - . . - - • - - <f�] \g 86 Z9.S I R �� ' _ _ ' _ _ �� FDPP� �� 48 Pps � 6 �' . s<�"� A `�� `'� �� y �',� � _ �r EDGE OF ASPHALT �� S II 7TH AVENUE 4 � . � �61' g6 �62 SW 7TH AVENUE OKEECHOBEE AVE.(P) �6 66 �`�9s �j s � (ASPHALT ROAD) 100' R/W � � �� I �A �,�LO �ING 6a�' � �;6ti �ti � N `�� _ � T �ID TY BARRIER �' o� � �� N �9 �� N 2 -� c� `cP - -- -- -- -- -- -- -- - � 9 --- aN � � � 6'L �A � �� I �p O .�5' I I �� v [11 � � �61' � � I v � I I � I � I I � I I � I � I I � I I I � I I � I � I i � � I � I I � I I � I � I I I � � � _ .� �i, _ � - � �� ti- THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 `- Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. No. DATE BY REVISIONS �� LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE EXISTING CONDITION, DEMOLITION, AND SEDIMENT CONTROL PLAN UNPLAiiED PER OKEECHOBEE COUNiY TAX MAPS N Z 0 • • (�� , I I < < x mmw � A O � ��m � PLAT OF OKEECHOBEE P.B. 5 PG. 5 `� � �� E � HO1 s�s �a: � < � � �r° � TOB --F ❑HW �� 11 — `I — � I � � � � � � � 1 1 �1 :1 REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � , , � , of Florida, Inc. JOB No.: 2019-043 SHEET 2 OF H Prqect Name: Ecotech 2020 Expansion Owner Name: Loumax Developmenl, Inc. Owner Address: PO Box 5501, Ft. Lauderdale, FL 33310 Owner Phone: 305-922-7645 Engineer Name: Steven L. Dobbs Engineering, LLC Engineer Address: 1062 Jakes Way, Okeechobee, FL 34974 EngineerPhone: 863-824-7644 Architect Name: N/A Architeci Address: Architect Phone: 0.11 1.32 36 37.32 37.5 -0.18 Planner Name: NIA 4.976 Planner Address: Planner Phone Existing Site Proposed Site Tofal Future Land Use: Industrial Industrial Industrial Zoning: Industrial Industrial Industrial Min Lot Width: N/A ft NIA ft N/A ft Proposed lot W idth: 297D ft 693.6 ft 693.6 ft Min Lot Size: NIA sf N/A sf N/A sf Proposed lot size: 71,438.0 sf 1.64 138,707.0 sf 3.18 210,145.0 sf 4.82 ProjectSize 71,438.0 SF 138,707.0 SF 210,145.0 SF Total Dwelling Units: N/A NIA N/A Setbacks: Front Req 25 Front Req 25 Front Req 25 Provided 30 Provided 49 Provided 49 N. Side Req 15 N. Side Req 15 N. Side Req 15 Provided 15 Provided N/A Provided N/A S. Side Req 40 S. Side Req 40 S. Side Req 40 Provided NIA Provided 444.3 Provided 444.3 Rear Req 40 Rear Req 40 Rear Req 40 Provided 40 Provided 75.2 Provided 75.2 Parking: Industrial 1 space per 300 sf Office/Support 300 sf per 1 sp. 1 space per 300 sf OfficelSupport 300 sf per 1 sp. i space per 300 sf Office/Support 300 sf per t sp. Office/Support Area 600 sf OfficelSupport Area 2000 sf Office/Support Area 2600 sf 1 space per 1,000 sf Warehouse 1000 sf per 1 sp. 1 space per 1,000 sf Warehouse 1000 sf per 1 sp. i space per 1,000 sf Warehouse 1000 sf per t sp. WarehouseArea 17000 WarehouseArea 20651 WarehouseArea 37651 Required Parking: 19 spaces Required Parking: 27 spaces Required Parking: 46 spaces Handicapped Parking 1 space per every 25 spaces minimum 1 Required Handicapped Parking 1 Required Handicapped Parking 2 Required Handicapped Parking 3 Hanicapped Parking Provided 1 Hanicapped Parking Provided 2 Hanicapped Parking Provided 3 Total Parking Required 19 Total Parking Required 27 Total Parking Required 46 Parking Provided 22 Parking Provided 42 Parking Provided 58 Coverage Allowed 50 % Allowed 50 % Allowed 50 % Proposed 27 % Proposed 16 % Proposed 20 % Impervious Area Allowable Impervious Area: 85 % Allowable Impervious Area: 85 % Allowable Impervious Area: 85 % Proposed ISR 56 % Proposed ISR 42 % Proposed ISR 47 % _ � - . �. . . . . . " y'�i• � � � . ' _ ' �� -'S .. _ . � . . . - . - ~ ' . - . • . 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N 00'02'98' lf 297.00'(1[) ug� �'sm HOl HOl 8= . �----------------� E� ��------�— a � � � I --� $ I � x I `-tl--�, �,� . I ��J� µ. �,�, ii � � � I I \ s � � I �4 I a� � � 801 X / � � w _�� q � � � p� �� q A � � �H 'Y � ° � �� ------ �� p� J o 4 � o °x � � �� ' � °� x K � . �. ��$ 4 �� g " x ` PPPP= B ��'d, g �N �6'1 ` m�µ� 5� ��e �� y� -� � �� m �c� � � �o ��{ ��:�� 'v �$ Tl ��R � � � , � :� � �o iii� . 4 ., ��.. � � R�g'a� � �MC�� ( � �, .I,, �g ``PP� . t� . '? �vm� � Q �£� � 43.62' Y x - "� � �:� �T a js, � W �_, 1 00' 2'10" 297.00'(1[) �� 3 � H W s —� � eE Fi HOl gpm^, 801 —�x � � 5�°9 �� Gx _4 - -- �-MITERED END °"°' �� °"°' �N m s �� SECTION ��g � � a� �- — . �8 ��- roa =<s �� a "g ;P� � P��F � '� Q�3� � :� z � - � � I � � � . _ . s j i� . . - � � `j � . �� ______ � � �� :� � � x - � � , - i ' �7,� . ' 'r �• .� .{ . � �� ■ .� � -'� � — Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 `- Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 0 x � x WIRE FENCE X 1� I � TYP. � N � O O 99.85' 42' x L� LOADING � DOCK � I 18' 40' 5� A A x A �� x X �e E` mg F � � ��' r , yl // � � -- � °_ �'i,_ 1� , " • ' • � : � 1 � �� s i r�. � � lo ��`'�'��/� :��'��: `� � f''_ 1s 30' OHW OHW OHW OHW OHW OHW OHW OHW�i - — • — . — . . . .. � � . � .� II ct��i DITCH N RQ,,, T I � I � � THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. <� � S ron 30' — — —' A or+w w s oHw oHw oHw or+w UTILITY� — — TOP-OF-BANK — � — — ' POLE UTILITY ^' POLE MITERED END^^a ��`� A � SECTION � — — • — � —�— � — — • — — —� SW 7TH AVENUE OKEECHOBEE AVE.(P) _-- �� -� �� m • �� PLAi OF OKEECHOBEE P.B. 5 PG. 5 � R �p :F LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE COMBINED EXISTING AND PROPOSED SITE PLAN CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � , , � , of Florida, Inc. JOB No.: 2019-043 SHEET 3 oF 8 PROPERTY BOUNDARY 0 � io HANDICAPPED SIGN WHEEL STOP HANDICAP PAVEMENT STRIPING PER FDOT INDEX 17346 0 0 N HANDICAPPED SYMBOL 6" STRIPES (TYP.) 5,�„ 12�� 17'0" HANDICAPPED PARKING HANDICAPPED PARKING SIGN Note: All Paved Parking Stalls are to be double striped. HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL N.T.S. ��o�� «�,'ag 'A PPPP� : tl tl� -�:°;� ❑ ma� �n� ❑HW �� sol ----�—cx �� : „E �$ TOB � rl 2' Overhang #4 CONT. DRIVE 2-#Sx18" LONG � INTO PAVING TYPICAL WHEELSTOP DETAIL FOR PAVED AREAS - N.T.S. WIRE FENCE x N N N 6" WHITE STRIPE 20' Overall Stall Length Wheel Stop or Face of Curb 2' 6" WHITE STRIPE Edge of Pavement or Back of Curb TYPICAL PARKING STALL W/ WHEEL STOP FOR PAVED AREAS - N.T.S. BAR & STOP SIGN EDGE OF PAVEMENT EDGE OF PAVEMENT� 36" * 36" (TYP) -- -- -- -- -- -- - -- -- -- -- --/ -- �-� — — � � ii _ r � c� � � � t� � , - i i i � ,� ' _ � ' NOTE: � i w � � �. .. � � '� _ . �r' ��, �� PERIMETER FENCE SHALL NOT EXCEED A HEIGHT H= '� - � 1_,�" .� __ F�'� � ' � ' OF 5 FEET IN FRONT OF THE FRONT BUILDING ' �� ' � � I � o I LINE, NOR A HEIGHT OF 8 FEET ELSEWHERE. �" ` - � � � , - � � , , i �i i � �; x i � � ',,, _ SCALE: 1"= 40' , , � '� o zo� 40� so� � � � J �� _ . - - — - , � � - ., - � . _ . •� �n _ �� w �z H Q THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. O� CALL 48 HOURS BEFORE Steven L. Dobbs LOUMAX DEVELOPMENT, INC. YOUDIGINFLORIDA,�T'STHE � Engineering, LLC PROPOSED SITE IMPROVEMENTS ,�; 1062 JAKES WAY LOCATED IN THE CITY OF OKEECHOBEE � � ' of Florida, Inc. Okeechobee, FI 34974 JOB No.: 2019-04: �� Phone: (863) 824-7644 HORIZONTAL CONTROL STRIPING & SIGNAGE PLAN / SHEET FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 NO. DATE BY REVISIONS �F OF H 24" WHITE STOP STOP SIGN LOCATION DETAIL N.T.S. 6'-0" 1'-0" DRIVE 2-#5x18" LONG INTO 1-� PAVING CONCRETE WHEELSTOP HANDICAPPED SYMBOL 1/8" ALUMINUM PANEL SCREEN PRINT SYMBOL COLORS SELECTED SELECTED PER OKEECHOBEE COUNTY PARKING CODE 2" SQ. ALUMINUM POST FINISH AS PER SPECIFICATIONS FINISHED GRADE EARTH CONCRETE FOOTING 6' S' 6' 1� 1x � 1:12 MAX � 1:12 MAX � 1 N _� Parking By Disabled Permit Only - VAN � 4CCESSIBLE $250 FINE PARKING 5' 2' SIDEWALK TYPICAL PAVEMENT � a PROPOSED BUILDING ASPHALT ROAD EL.= 29.70 �% I F.F.E. = 31.35 ,.� ,� .� .. ,� . a a o a a SECTION A-A N.T.S. 42' RAMP EL.= 27.60 PROPOSEO DRAIN ILET SECTION B-B N.T.S. �� w SECTION D-D N.T.S. ASPHALT �� __ � . �i � x i I �� x I I � �9 �7 �R x X �R �R �� x 18' SUMP AREA EL.= 27.60 J1 1 PERIMETER BERM T.E.=29.70 (TYP.) N.G. DRY DETENTION TOP EL.= 29.70 SECTION C-C N.T.S. EL.= 23.60 ROAD TOPEDGE OFPAVEMENT �0 \ � �8 F.F.E. = 31.35 �8 DRY DETENTION TOP EL.= 28.50 BOT. EL.= 27.50 �8 �� R x � ♦\ R 2 \�,S X WIRE FENCE �� PERIMETER BERM TE 29.7 (TYP.) x - �6 - X �9 - X \ 8 x �9 x �9 X \ 8 PROPERTY LINE EXISTING I DITCH � � � _ a;,� �Sg� _�_ X �w� X se \g \.'g �?o $ �' �`9p �/� �� x C �� s � � _� � � � �9 T N� _ � - �- - . � �ti - - - - � �- � , �- PROPOSED � - - vs - - - - - - �� F � - • ,.. , PROPOSED \� �9 � � PROPOSED ��g �� \ � � � � TYPE "C" INLET #7 �� \' TYPE "C" INLET #8 6 TYPE "C" INLET #10 \�� GRATE EL.= 29.50 GRATE EL.= 29.50 E GRATE EL.- 29.40 \R �� N. INV. EL.= 25.30 N. INV. EL.= 25.50 S. INV. EL.= 25.50 � \\ S. INV. EL.= 25.30 S. INV EL.=25.50 �a � I� \ 29 6p �O 2,9 C ^� u'O cb0 � � \� � �'o ti°'' �`' ��. `.y so C �.' �,�. `.y so �'` �°' � I �R �� \ � \2� \s �9 \2� � n c�9 �9 c�9 �p u'� �� O �O ��ys � W � �� l` - - - � � � \s �° \R P OPOSED40 LF 18 CMP ,�o � 2 so so � ,s 135 LF 18 CMP �o. so �g � W BOTTOM OF DRY � \ PROPOSED �9 ti°'�� TYPE "C" INLET #5 ��` r� �s � `�-� �' � �_ � � � DETENTION NEEDS TO BE � \ �� '� Q � GRATE EL.= 27.50� �o �9 � �o ti� �, � �.� ,b �o � �a� �a' � �� TYPE C INLET #6 29 �, ��9 o S. INV. EL.= 24.00 o r-�' 8 0 o a ^ � o 0 0 � a IMPROVED TO AN \ GRATE EL.= 29.50 � �' ' o o e e o � � e e� s ° 3 e o 3 e e e o V� � j INFILTRATION RATE OF I � W. INV. EL.= 25.20 �� ,�Cy� �' �,�6� �,�6° - PROPOSED BUILDING �J ' Z- i � � �� aaiX �. � � s � � x _��o � � � ;� � �' me g �� J,� �------4 J N.G. � 0.00012 CFS/SQ FT-FT OR � E. INV. EL.= 25.20 �,� ,�,0� �,� � PROPOSED PROPOSED �98 ` �� 9 � � � � BETTER FOR RECOVERY I �; � so so �� I TYPE "C" INLET#2 �0.52± AC) „ „ .�� „s � . � . I � � � I �s ° �� GRATE EL.= 29.30 �PE C INLET �1 �,�,v � 2 . . '.�' ' , x �� BY ING OR � B � � �� B � FFE = 31.35 GRATE EL.= 30.40 4o u�� N � �° �, � � REPLD A�MENT OF I � �� E.,- � � N. INV. EL.= 25.30 � I �_� `_ � '�� / 9 9 S. INV. EL.= 26.90 = � v � � ��o> � MATE IAL DOWN TO 26.5 �-- � \� TOP EL.- 29J (0.66 AC.) ,� s� �� I LOADING S. INV. EL j25.30 �2 0 � ` x6A �� u � S «P;� �� PR POSED � o = a ,� ??�„_ � �m- � � PROPOSED DRY � _ _ _ _ _ _ - - �-?' a TYPE C INLET #4 I a 9 � - �� 6� s�'� � /� � "' BOT. EL.= 27.5 (0.48 AC.) � � g DOCK __ _ $AWCUT AND MATCH `fY a m n � 1 Z � DETENTION AREA � c� GRATE EL.= 29.50 I � FFE=31.35 EXISTING PAVEMENT � -'o U � � � o - � N. INV. EL.= 23. � �� - �� ' 2� m I PROPOSED �� 2� PROPOSED I ti�� LL '. 9so . INV. EL.= 25.09'� � s� LL s� ,�h �o ao �� A ,�w �, ,�, �.� �.`� . . , � :' . � ,� � � �,�;,� � . � I CONTROL ��(BUBBLE-UP) � S. INV. EL.=23.50 �� ° ,�o. � :oo. so ,�o �� ,,�. ,� �� .� ° �^.:� , � � I c�j � N I 0 � 2j 0 . � . . � �.. ' _ � .. ..'. . . .. , : e . . . . � ��. I � 2 �A STRUCTURE (CS-1) STRUCTURE �, � � �� `� � �� `�� O O O O ho � oo �o O O O �00 � 6w �� o ��O �, �o � . x 9, I �6 �' '� �' ��. ��. r �o. ,s A�� s� � 4 �o.? �0.2 s� - oo s� �. �. . ;� a • .� ; � � I GRATE EL.= 29.70 GRATE EL.=27.5 � �° o �i `y � �� Y � ° A�r 1� o° ��o � . . 9 �$ � �`�� I E. INV. EL.= 23.50 N. INV. EL.- 24.00 � � 6 �, � ■ � � `� � R � �°°� ^ � ' � � '� ' � . I� � . � . �� ,.�,x� / � � � 47 L 18 CMP 120 LF 18 � MP 111 LF 18 � MP `9g 24 LF 18 �s o� �;� � � � $� �. � � �e PPPP� F I � �--- ---- --- ---- --� �� u 2 �� u' O ' � �, `�"� � �kqai �° - � - .�O � .�O � ,�o � .�O �O ,�o � S o �'� �`�� x \, p0 � � �.,, R4 ?P�k� � i� .V ti .W /v 0' 0' N �' �v 0' �' �' 6'O o n r�. O ' �s � �a a� �--�------� - � �U v v ap n� � . . , . ��x� � � � °� cb � �v ,`O 29 `L `L `L cb `L 4� `L `L � "e <x s� � � , " u'� u'� 27.7 ,�O w • p• m� �R� � =� oHv� . _ _ -� � `L � O . . � � � � � � pp � �p � �p' � � c - - OHW OHW 0 W OH W• �_ . OHW OHW OHW HW OHW OHW OHW OHW OHW OHW OHW W OHW OHW OHW OHW X ��T X' X ❑ u\�, w ri w � � - � TOP-OF-BANK - UTILITY % � �_ �' �� UnLITY � �'� • - � - - - - � - - - ti e 1 ' m � HOl ' � � . � � c� c� POLE � ' � „ /� o gmas 'x \6 POLE �' �� PROPOSED mC 2� PROPOSED M.E.S. DITCH ~ C---�� UTILITY �s _-�--_ --- _-- � ol� 9�°� � pfix �� U �� _$ �� TYPE ��C� INLET#3 POLE MITERED END°�fi� �MITERED END y�E� tl � \� �, PROPOSED M.E.S. /' ti ) PROPOSED M.E.S. � czz .USECTION � � ��A; $ 1 0 �g � \ W. INV. EL.= 23.50 �� GRATE EL.= 29.50 0 � � � �$q SECTION � m= �$� �m _ _ . �9 TOP-OF-BANK . - C��9 24.00 EACH END _ _ � . 29_ . � �NV �_ �� _ @ IE 24.00 EACH D �9� g� 1 ��. � - . �oe , „� 1 ��s , TOB �e � �9 EXISTING ASPHALT ��ti ■ -� � ■ �s - -- -- -- -- -- -- -- -- -- -- ti � `�� `�90 � � O6 ,� � d�� I � � \ I � �,6 � � I � � _ Y♦ Q' I I L~L I I � I LL � O � � I � I I � I � I I � I THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 `- Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 � _ . .)� .g � �_ .g . . . = . - - - • «- �>,, g <u 6 6 ~ . . .- . ��* � PP� `� � �� 9 �� c�9 c�� . . . _ . c�� r'� . . �� s . _ - �ti 6ti 40 LF 42" CMP e 6z 62 2 40 LF 42" CMP � � 4 B � � �9 � �9 �,� � SW 7TH AVE N U E OKEECHOBEE AVE.(� @ IE 24.00 � 6Z �� SAWCUT AND MATCH I I �� s @ IE 24.00 �s �6Z � 6ti �� EXISTING ASPHALT `'�' � aZ z �ti �ti � �� `� a : x� Q � 9 e ti ti � � � F= c� � S, �N � s a `9 SAWCUT AND MATCH Q �i9 PLAT OF OKEECHOBEE P.B. 5 PG. 5 g � •J � �� IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. No. DATE BY REVISIONS BOT. EL.= 27.50 1 I � � � � � � � 1 1 �1 :1 REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. � LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE 1 ��'' TYPICAL 4 PAVEMENT SECTION E-E N.T.S. UNPLATTED PER OKEECHOBEE COUNiY iAX MAPS .. .. .. �,.,',�,��4 �- HOl .. 801 wa x � sx �-�--------�-----------�� _ � �,�� ------��---- � I X ��° � I �� „�. �,�, � �o � �' � I � � � � �o � . 2 �� I � � � � SAWCUT AND MATCH � ; EXISTING ASPHALT �g I ;� o CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � , , � , of Florida, Inc. PAVING, GRADING AND DRAINAGE PLAN "'� N°.: "J1�-"�3 SHEET 5 oF 8 2'-4" Z 1 �� 3'-4" 2 = 11" 11" ..N z�� z�� T T O O O O Z4,� 2, Q„ 24 � PIPE �'`�� o 0 � 00 - O 00 p u'1 m o m Ma O O ' gii g�� ti � O O m � o0 0 0 �n - � 2'-4" � - � '" N� f l� � 00 � ��z„�-� � �z,� �, = PLAN � w APPROX. WEIGHT 235 LBS. _ � z�-4�� 0 0 3'-4" 5 4,� z � 2'-�° � x �i � PIPE N�� X w z � GRATE ��- � c., w� z � 2" CL. � m�� - a ir, w�p � � -'� w(�j � �--i v' LL v ��/// is^ M a � / `" EYE BOLTS ,� m Q o � �i� � SEE INDEX ? � z Q 201 m m #4 BARS @ 12" crRs. SECTION 12"� WEEPHOLE STRAIGHT BARS 2"x ;�� W/ROCK/FILTER RETICULINE BARS 14 ��x 16 FABRIC BANDS 2"x 4 APPROX. WEIGHT 104 LBS. RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL-18" PIPE NOTICE: 1.) STEEL GRATES ARE REQUIRED ON INLETS 2.) ALL INLETS WILL BE CASTTO PROVIDE A 18" WITH TRAVERSABLE SLOTS AND ON INLETS SUMP BELOW LOWEST CULVERT INVERT WHERE BICYCLE TRAFFIC IS ANTICIPATED. PRE-CAST TYPE 'C' CATCH BASIN N.T.S. PROVIDE EXTENSION ARM W/ 3 STRANDS OF BARBED WIRE 1-5/8" O.D. PIPE RAIL 1'-0" PERIMETER EROSION AND SEDIMENT CONTROL PERIMETER FENCE DETAIL INSTALLATION N.T.S. NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. SILT FENCE DETAIL N.T.S. � �IRECTION OF FLO W �� FABRIC �` I I II II II _ BACKFILL TRENCHI I'�� - � � I I I I--- -� FABRIC TO BE 18�� BURIED 6" MIN. � TOEINFLAP I SODDED SLOPE � THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE �� FINISHED GRADE SEE NOTE N0. 5 SPRING LINE OF PIPE �� :� / INITIAL BACKFILL HAUNCHING BEDDING, 6" MIN. (IF REQUIRED) EMBEDMENT MATERIAL FINISHED GRADE A DENSITY TEST SHALL BE PERFORMED BETWEEN STRUCTURESATTHE FOLLOWING LOCATIONS: -I I I I I I BEGIN TESTING IN THE FIRST FOOT � II. I I-I I I-I I I AND THEN EVERY 2 FEET i11� TO WITHIN 2 FEET OF SUBGRADE �� II�� BACKFILL SHALL BE PLACED IN 12" MAX. I�I I -I11 - LAYERS EACH LAYER TO BE MECHANICALLY TAMPED TO A MINIMUM 100% OF MAX. Z II�� DENSITY AS DETERMINED BY AASHTO �IiI a �II I METHOD T-99 FOR NON-FLEXIBLE PIPE III � Q (RCP, DIP) AND 98% FOR FLEXIBLE PIPE. � I�i X 0 ° z> Q 12" MAX. 12" MAX. _ � X V X �O�O O�O O O�O O�OD _ g� o � �O�O O O 00�0 � o� o0 Q 0 � � 0 0 Z LL W � a O�O� �O�O zQ za ODO ODO z�w � O O O O o> a INVERT ODO O�O �� \ //�/�� o -�� -� �� I ��_ � � ��111��=��I11- II II HAND PLACED SELECT MATERIAL (MAXIMUM 6" LAYERS) QUADRANTTO BE SHAPED COMPACTED WITH MECHANICAL TO RECEIVE PIPE BELL TAMPERS AND BARREL \ FOUNDATION � (MAY NOT BE � . \ REQUIRED) / . �. � •� /• / i �\ // NOTES: I 1. IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINALSUPPORT UNDER THE PIPE. 3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED. 5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PER AASHTO T-180. 6. DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTOR'S EXPENSE. BACKFILLING REQUIREMENTS N.T.S. EXISTING GRADE TOE OF SLOPE � �J � FABRIC TO BE BURIED 6" MIN. � � VARIES FABRIC FENCE SILT-BARRIER Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 SILT-BARRIER (FABRIC FENCE) NOTE: IF PIPE IS NOT UNDER PROPOSED PAVEMENT, BACKFILL SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE SOIL ADJACENT TO THE PIPE TRENCH. TYPICAL TRENCH DETAIL N.T.S. DIMENSIONS & QUANTITIES M GRATE 5/ZES CONCRETE /CY) SODDING (SY) REMARKS D X A 8 C E F G H■ Single Double Triple Quad. N Standard Extra Single Double Triple Ouad. Single Double Triple quad. Pipe Pipe Pipe Pipe Weight Pipe Strong Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 8" T-0" 2.5' OJT 3.22' OJ' 4.0' 0.58' 3.3' 3.75' S.75' 7.75' 9.75' ].04' OS2 0.90 L22 ]54 7 8 8 � These sizes are restricted to ]0" 2'-2" 2.5' ]-34' 3.84' ]3' 5.0' 0.8]' 3J' 3-9Z' 6.08' S25' ]O.d]' ]-04' 0.64 0-99 ].34 ]JO 7 8 9 �o lnlet and outlet treatment for 72" 2'-4" 2S' 2.06' 456 ZO' 6.0' 1.00' 4.0' 4.08' 6A2' 8.75' 17.08' ].04' 0.68 ].09 ].48 7.88 7 8 70 ]] water management systems 15' 2'-7" 2.5' 3.09' S.59' 3.0' 7.0' 123' d.0' 4_3� 692' 9.50' ]7.08' 1.04' Ob4 ]-00 135 1J] S 9 ]0 ]1 or slmilar applicaUons. ]8" 2'-]0" 2.5' 4.72' 6b2' 4.0' 8A' ].4]' 4.0' 4.58' 7.42' ]015' ]3.08' ].04' 0.69 1.09 7.49 ].S9 9 ]0 i] 12 24" 3'-5" 2.5' 6.18' 8bB' 6.0' 10.0' 7J3' 4.0' S.08' 8.50' 7792' ]5.33' ].04' 0.83 134 ].8Z 2.34 10 ]] ]3 ]4 ■ Values shown for estimatin9 30 4'-3' 2.5 8.25 ]OJS 8.0' ]Z.0' 2.00' 4.0' S.58' 9.83' ]4.08' ]8.33' ].04' 2%" 3" 0.96 ].63 23Z 2.99 ]1 ]3 ]5 ]7 � pipe quantities and are for 36 5,_7" 25' ]031,.. ]2.8]' ]0.0' .. ]4.0' L24' 4.0' 6.08' ]1.17' 76.25 21.33' 1.04' 2%z" 3„ 1.08 ]92 2J7 3.62 12 74 ]7 ]9 informa[ion only. 42 6,_0" 2.5 ]2.37' ]4.87' ]2.0' ]6.0' 2AS 4.0' 6.58' ]2.58' ]8.58' 2458' ].04' 2%z" 3%z" ].20 2.26 3.34 4.6] 73 ]6 ]8 2] 48" 6'-9" 2.5' 74.43' ]6.93' 74.0' ]8.0' L65' 4.0' 7.08' ]3.83' 2058' 27.33' ].04' 2%z' 3%z" ].60 3.7] 4b2 6.72 14 ll 20 23 54" 7'-8" 2.5' 16.49' ]8.99' ]6.0' 20.0' 2.83' 4.0' 7.58' ]5.25' 2292' 30.58' ].04' 3" 4„ ]J6 3.56 5.34 7.14 ]5 ]9 22 26 60" 8'-6" 2.S ]8.55 21,05 ]8.0' 22.0' 3.00' 4.0' 8.08' ]6.58' 25.08' 33.58' ].04' 3„ q„ ],gq q.03 6.72 8.20 ]7 20 24 28 �� sod � � � Beveled Or ftomid Corners ;�, � � i ;,� , / s Grate � �y / � � � � o 0 =I L I � 0 1� � „_ - � � j . _._ � -�. .. � I � Sta./Offset� �Location � � � _ , . r ��ti� _�__ � 1- � � ��-` \� Fastener I - II � Concrete Slab, 3" Thick, fteinforced � � w�rn wwF 6x6-wi.axw�.4 � S/ope �a PS 2 S TOP VIEW-SINGLE PIPE e p;r h od P`�� T�`��sltior An eme��t Sta-/0�(seC Location �� s�eer ? of��ar;o„ oera;�s " _ q c ` � ' _` \�; �' ' � _� _ 3, �� G� ares Snacea �Q,. Rerolled Entl Requir ed � %� �� j, M_, � to � 0 � , Paid Por As � � Pipe Culver t � LAST Z DESCRIPTfON: O REVISION ` 11/01/]6 u', VARIES JOINTS 12" 12" Min. Min. ROUND PIPE PIPE SECTIONS COST OF FILTER FABRIC JACKET TO BE INCLUDED IN COST OF PIPE CULVERTS FOR ALL PIPE TYPES VARIES JOINTS WOVEN OR NON-WOVEN FILTER FABRIC 12" 12" TYPE D-3 (SEE INDEX 199) Min. Min. SECURING DEVICE ELLIPTICAL PIPE FILTER FABRIC JACKET N.T.S. �� ::� � '� ��i��'�+�� , �a��/��•� �.��'; �� i�1 �� •�� 1�� t� ��/��1�1 '� : :� 1 , 1 WOVEN OR NON-WOVEN - FILTER FABRIC SECURING DEVICE 18" CMP INV. EL.= 23.50 I I � BOT. EL.= 22.00J 1/4"R a , ° � ea aa , 1/2" Pre-molded Expansion Joint Material EXPANSION JOINTS PARKING 6" 3,000 PSI CONCRETE (FIBER REINFORCED) < a �. , 5 . ° , �' o a < y 12" STABILIZED SUB-GRADE FBV � OF 75 PSI COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. SUB-GRADE SHALL MEET LBR 40 CONCRETE PAVEMENT SECTION 5'-0" �� 6�� 2% a .a a 4" THICK CONCRETE 2500 P.S.I. 6" COMPACTED SUBGRADE TO NOT LESS THAN 95% MAX. DENSITY AS DETERMINED BY AASHTO T-180 NOTES: 1. Provide expansion joints 20' center to center, at PC & PT of curves, junctions of existing & new sidewalks, and where sidewalk abuts curbs, driveways & similar structures. 2. Provide contraction joints 5' center to center. 3. Sod shall be placed below edge of sidewalk to allow drainage. TYPICAL SIDEWALK N.T.S. IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. No. DATE BY REVISIONS 1 1/2" TYPE SP 9.5 ASPHALTIC CONCRETE 8" LIMESTONE OR COQUINA BASE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. BASE SHALL MEET LBR 100 � > .... i. 12" STABILIZED SUB-GRADE FBV� OF 75 PSI COMPACTED TO 98°/a MAX. DENSITY PER AASHTO T-180 METHOD. SUB-GRADE SHALL MEET LBR 40 PAVEMENT SECTION REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. L � So� �, Beveled Or Round Corners N Constructian loint Permitted - � - � i - �/ ?� 6�ate I I . � I ^� I o I I o �� .�, � � v , _ - - � �� / �� O -_-_ _- i' a 'o \ � � 3 Q �� .��I ' - �� _ _ � x ' �� Sta./Offset � � � � MES Location �� _� � - � ti- -� � � � �.- -.� -v . lo� . . �� - - - �� I � i � /' � �' � _ _ _ i _i �__��_I, __ __�V� � - �� "' ��A Fastene� - � �� _ A t Cona�ete Slab, 3" Thick, Reinforced � Wi[h WWF 6x6-W]AxW7,4 �� TOP V1EW-MULTIPLE P1PE 12" 3" DIAMETER BLEEDER ORIFICE INV. EL.= 26.50 z� _ � � Sod � % / SHEET NO. 2of7 GRATE EL.= 29.70 1/4" ALUMINUM POLLUTION RETARDING BAFFLE INV. EL.= 28.10 3" DIAMETER BLEEDER ORIFICE INV. EL.= 28.10 18" ADS N-12 INVERT EL.= 23.50 STRUCTURE BOT. EL.= 22.00 SIDE VIEW FRONT VIEW CONTROL STRUCTURE CS-1 TYPE "C" INLET (MODIFIED) N.T.S. 1�2" 1/4"R ITYp•) d�4 � a °� > D 3/16" Saw Cut Joint d Maybe Substituted CONTRACTION JOINTS LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE SITE DETAILS � Saddle 2 - Lonstruction loint Permitted �MES� III z �� ' -�-- �Q I � Sod �� ,' 3„ -Construction Jolnt Permitted � 1 � 1 � Ditch Grade - �/ ,� \ z �� _ �,,� \ �, � � _ � 6 � � 3' � 2' Sod NOTE: See Sheets 6 antl 7 for deta�ls and general notes. ' Slope: ro 4 Pipe Por Pipe 78" And Smaller �:z Fo� P�,�e z� a�,� �a,�e� SlNGLE AND MULTIPLE ROUND CORRUGATED METAL PIPE FY 2017-18 �"°Ex FDOT� � II�DI�+ �DIE$AIIl� lyl[II']["]E ][gl�+ � lE l�T�D � ]E �:']["I[�l� "o �- DESIGN STANDARDS 273 H ■ E F lPipe To Be lncluded Under Unit Prlce Por Mitered End Sectlon) 1/4" ALUMINUM POLLUTION RETARDING BAFFLE TOP EL.= 29.70, BOTTOM EL.= 28.10 BOLTED 6" ON CENTER W/ MASONRY BOLTS SEALED W/RAM NEK SEALER. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � , , � , of Florida, Inc. JOB No.: 2019-043 SHEET 6 oF 8 ISOMETRIC VIEW BALED HAY SILT-BARRIER LEGEND PROPOSED PALM TREE (38 PROVIDED) PROPOSED TREE (28 PROVIDED) �❑ �� /�/ �> � � � �( 1`� f � \�I �� PROPOSED SHRUB (279 PROVIDED) EXISTING PALM TREE TO REMAIN (20 TOTAL) EXISTING TREE TO REMAIN (38 TOTAL) EXISTING SHRUBS (30 TOTAL) NOTE: 1. There are existing trees onsite that will meet some of the landscaping requirement. Since there is not a tree survey, this will be field adjusted. 2. This plan for site approval and only indicates the location and type of proposed landscaping. The selected plant to be installed will have to meet the City of Okeechobee's Division 4 Landscape Code for type and size of plants installed. 3. The north parcel has already been through site plan and was previously approved and certified prior to Certificate of Occupancy for the latest City of Okeechobee TRC Approval. 4. Consideration will be made to protect the overhead utility lines from mature tree growth. 5. Plantings will be elected from South Florida Water Management District's Xeriscape Plan Guide, with at least 75% of the total required plans being native very drought tolerant species as listed in that Plant Guide. 6. Trees shall be at least 10' high and 2" diameter measured 4' above ground level at the time of planting. Landscaping Requirements Trees Shrubs 1 tree and 3 shrubs for every 3,000 sf of lot 70 210 area — 4.82 acres Buffer 10' street — 2' other Property Lines (PL) 38 114 —1 tree, 3 shrubs for every 300 sf of required landscaping 985 If on street and 1,196 If on other PLs 18 sf of landscaping for every parking space — 11 33 1 tree and 3 shrubs for every 72 sf of landscaping — 33 proposed parking spaces Landscape islands min 5' x 15' every 10 0 0 spaces max, uninterrupted spaces 12 Individual Single Family 0 0 Multifamily One Bedroom (2 trees per unit) 2 0 Multifamily two to four Bedrooms (3 trees 6 0 per unit) Mobile Home Park or subdivision (2 trees per 0 0 dwelling) Assisted Living facilities, nursing home (1 tree 0 0 per two units or bedrooms) Multifamily One Bedroom (2 trees per unit) 0 0 Tota I: 70 210 ��■ SW 7TH AVEN U E OKEECHOBEE AVE.(P) �, ,r � , � �TOB ❑HW ' SCALE: 1"= 40' THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. � � �� FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 _-- �� -� �� Note: Since the landscaping requirement is met in the parking, buffers and islands no additional landscaping is required. I I I I I I I I I I I I_J- I- I- L � I I I I I I I� LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE LANDSCAPING PLAN CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , ; � , of Florida, Inc. JOB No.: 2019-043 SHEET % OF H GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall contact all concerned utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design to be made without prior approval of the engineer. 6. All construction shall be completed in accordance with the applicable ordinances of City of Okeechobee, Florida. 7. Contractor shall supply density tests to engineer on all sub-grade and base. Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards. 11. Erosion and sedimentation control techniques shall be incorporated during construction as follows: (1) silt screens shall be maintained at the project perimeter. (2) No off-site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ENGINEER OF RECORD /NSPECT/ON REQUIREMENTS F.B.V. DENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE FEET FEET FEET FEET FEET FEET FEET FEET COMPACTED OR 200 5,000 200 5,000 200 5,000 300 10,000 STABILIZED GRADE ROCK BASE ---- ---- 300 10,000 300 10,000 300 10,000 SHELL ROCK ---- ---- 300 10,000 ---- ---- 300 10,000 ASPHALT ---- ---- ---- ---- ---- PER PER INSP. INSP. ALL TESTING SHALL BE TAKEN lN A STAGGERED SAMPLING PATTERN FROM A POINT 12" lNSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT lNSIDE OF THE EROSION AND SEDIMENTATION CONTROL NOTES -(continued) 7. SurFace runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land-disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 13. When work in a live watercourse is perFormed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. D. Restabilization shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land-distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in conjunction with construction of each phase. 22. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion control criteria due to site specific conditions. ENGINEER OF RECORD INSPECTION REQUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS: 9. PRECONSTRUCTION MEETING 2. DRAINAGE PIPE (UNCOVERED) 3. PAVEMENT SUBGRADE 4. PAVEMENT BASE 5. FINAL Earthwork and Drainage Specifications 1. Clearin� and Grubbin�: Clearing and grubbing shall be performed within the limits of the project work in accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps, roots, grass, weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the exception of areas specifically noted on the landscape plans as preserve areas or as areas to remain un-cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing operation. Prior to initiating the clearing operation, all adjacent wetland and preserve areas shall be marked and flagged in accordance with the City of Okeechobee and South Florida Water Management District (SFWMD) requirements All such areas immediately adjacent to the clearing operation shall also be protected by the installation of temporary silt barriers in accordance with the requirements of The City of Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding and mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 2. Earthwork and Gradin�: All earthwark and grading shall be performed as required to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report, if available. The specifications and recommendations included in that report shall be considered as a part of these plans and specifications. Should there be any conflict between that document and any requirements of these drawings or specifications, the most restrictive requirement shall govern. 3. Pavin� Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to the requirements of the City of Okeechobee and Florida Department of Transportation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requirements of Sections 300-1 through 300-7 of the FDOT Specifications. Prime Coat shall be applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard, unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be as shown on the typical sections and shall in all ways conform to the requirements of FDOT. B. Base: Limerock base material shall be compacted to 98% of maximum density per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above and included in the Soils Engineer's report. C. Sub-grade: Sub-grade shall be compacted to 98% of maximum density per AASHTO T-180, and stabilized to a minimum FBV of SOpsi. Sub-grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub-grade inspection. D. Valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extruding machine or forms as shown on the plans. Minimum concrete compressive strength shall be 3,OOOpsi after 28 days. Sub-grade shall be moistened at the time concrete is placed to insure a uniformly damp surface. Ready-mix concrete shall have a slump of between 2 and 4 inches. No water shall be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at least 7 and 28 day testing. E. Sod: A minimum of a two-foot wide strip of sod, or as otherwise shown on the plans, shall be placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981. Generally, the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This applies only to those areas not covered by the sodding specified in the landscape plans, prepared by Others. G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to conduct all required testing on sub-grade, base, asphalt and concrete. Locations required for these tests shall be as required by the City of Okeechobee, and/or in the case of the turn-lane improvements as required by the City of Okeechobee. At a minimum, testing shall be as recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated. H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. Continued: 4. Draina�e Improvements: All labor, materials and construction methods shall be in conformance to the minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back-filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contractor shall provide the necessary back-fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, w'ch requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub-part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall be soil-tight. Pipe gasket shall conform to FDOT Specifications, Section 942. B. Corrugated Metal Pipe (CMP): All CMP shall be Steel, round, helical-wound corrugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number of joints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round, helical-wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CAP shall be installed at maximum lengths to reduce the number of joints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 435400C, round, only annular corrugations and conforming to FDOT Section 948-2.3. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All HDPE shall be installed at maximum lengths to reduce the number of joints. E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi stiffness when tested in accordance with ASTM Test Method D2412. There shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of 12454B as defined in ASTM Specification D1784. F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push-on joints (no glued joints) and shall be as specified for sanitary sewer construction, except that it shall be white in color. Any portion of the PVC storm pipe that may be exposed to sunlight, such as its outlet to the detention pond, shall be painted to protect it from UV light. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, and junction boxes shall be precast concrete conforming to ASTM C-478 and 64T. All concrete shall have not less than 4000-psi compressive strength at 28 days. Structure sections shall be joined with a mastic sealing compound. The remaining space shall be f lled with the cement mortar and finished so as to produce a smooth continuous surface inside and outside the wall sections. All openings in precast structures shall be cast at the time of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to ASTM C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast structures for his approval prior to fabrication. Shop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted grate. H. Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas shall be as follows: One test location midway between structures and one test location adjacent to each structure. Engineer may request additional locations. Testing in each location shall begin in the first foot above the culvert with tests every two feet to within two feet of the sub-grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99. I. Control Structures: Shall be constructed per the above specifications for Inlets, Manholes, and Junction Boxes except that the structures shall include the bleeders and weirs as shown on the detail. J. Rip-Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at the control structures and the downstream bubble-up structures. The rubble shall be of material and placed in accordance to FDOT Section 530-2.3 (material) and FDOT Section 530-3.3 (Construction Methods). Should broken concrete be used as the rubble, it shall be free from reinforcing bars or wire mesh. The contractor shall use care in the placement of the stone so that it is not dropped on thew fabric in such a fashion that tears the fabric. The fabric shall be as specified in FDOT Section 985 and shall be of the woven design and as specified for use with riprap per Table 1 of this section. The bedding stone shall be of the type typically used for drainfield rock and shall meet the requirements of FDOT for drainfield rock. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC. � � �� Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 _-- �� -� �� LOUMAX DEVELOPMENT, INC. PROPOSED SITE IMPROVEMENTS LOCATED IN THE CITY OF OKEECHOBEE GENERAL NOTES & SPECIFICATIONS CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , ; � , of Florida, Inc. JOB No.: 2019-043 SHEET H OF H ,��.u,� 5�0�� „� s��A;:o�Kd=�oPo� ,.o , � � ,> �.��aw.dPv.�„w �m, � � � s o ��o�� + �- � . . 0 � W W d'_ F a N� _� F- � � y r � � C__x______� Y I — — . — —�� — _'w-a-euM—o+— / ��- — � _ _ �Y s � �------------------------ —/— -� _ �, � � f.. � � N � = I I yo � I I F- Na 2w �a � r � LL N r-�---- � � w,.m>U�� i i�iWi i i i i i i�fi'°P"Y�`YW'Y"IY°T'1� .�cn ' L��__—_—_ —__—__—__� �__ ! � --� 1 � i � �� , ; � � i � � °! 1 � , ii N �� ----- / r �------J �' v � � � � a • �� i . �•+ � ! ' �� : :� jT;2 � � �� ' � `� 1' � 3�j:1 :�4;1 ::i' � ��3:1 � `i;;i ❑ ' SI OtiW —� � /� — SCALE: 1"= 40' 0 20' 40' 80' i I � I oF scxvicE, is whr�oeo orv�r roA �xE mEOFic ruxvosE nuo cueN* rox wxicx i. was vvcvnaEo. a �. ooaes ErvsiuEEaiN�, uc. CALL <8 HOURS BEFORE Steven L. Dobbs DoLOUMAX�DEVELOPMENT� INC. YOIIDIGINFLORIDAIT'SiHELAW Engineering, LLC PROPOSED SITE IMPROVEMENTS .,`1er1e';nc , 1062 JAKES WAY LOCATED IN THE CITY OF OKEECHOBEE � Okeechobee,F134974 Phone: (863) 824-7644 COMBINED EXISTING AND �osNo: 2019-043 PROPOSED SITE PLAN SHEET No. DATE BY REVISIONS 3 OF H � PR07ERTY BOUNDARY _�_�_�_��_� �� _� ��_�_��_��; _�_�� _�� LOADING PROPOSED BUILDING UOCK (0.52± AC) �� — � r i� � � u� :d � � �{ � i i. i I � I I"I � I V I I I I I"I I I I V,�F f PARKING SPACE p�� AND DRIVE k � — _ —_ a,. —� — — — _ �� _—_ ` _ ____ �. — — ::j i ii SW 7TH AVENUE % 1 OKEECHOBEE AVE.(P) Prqecl Name: Eto�ec� 2020 Erpansion Owner Name: Laumax Developmenl, Inc. Ovmer Atltlress: PO Box 5501, FL LautlerEale, FL 33310 OwnerPhone: 305-922-]695 Engineer Name: Steven L. Oobbs Engineering, LLG Engineer Address: 1062 Jakes Way. Okeechobee, FL 34974 EngineerPhone: 863-824�7644 Archi�ecl Name: N/A Archilect Atltlress: Archilect Phone: Planner Name: N/A Planner Atldress: Planner Phone FuWre Land Use: Intlus�rial Z ng: Intlus�nal M LotWitl[h'. N/A fl PropoSetl Iot Wid[h'. 693.6 fi Min Lo� Size: N/A sf PropaseA lo� size: 138,707A sf Projec[Size 138,]07.0 SF Total Dwelling UnitS'. N/A Setbacks: Front Req 25 Providetl 49 N. Sitle Req 15 Provided N/A $. Sitle Req 40 ProvideG 444.3 Rear Req 40 Provitletl 752 Parking: Intlus�nal 1 space per 300 sf ORice/Support 250 sf per 1 space Offce/SupporlArea sf 1 space per 1,000 sf Warehouse 1000 sf per 1 space W arehouse Area ReQuiretl Parking: 0 spaces Hantlicappetl Parking 1 space pe� every 25 spaces minimum i Requiretl Handicappetl Parking 1 Hanicapped Parking Provided 1 To�al Parking Required 0 Parking Provitled 11 Covera9e Resitlen�ial Allowetl 40% Proposetl 11% Impervious Area Allowable Impervious Area: 60% Praposetl ISR ]4% F- W W �_ � a N� 2� f � �r N � -\ � � I �rsa - 6" WHITE STRIPE 18' Overall Stall Length 6" W HITE STRIPE a� . Edge of Pavement or � Sidewalk TYPICAL PARKING STALL FOR PAVED AREAS - N.T.S. � Q 6" W HITE STRIPI �� 20' Overall5tall Length � Wheel Stop or Face of Curb 6" WHITE STRIPE ��Edge of Pavement or Back of Curb TYPICAL PARKING STALL W/ WHEEL STOP FOft PAVED AflEAS - N.T.S. 6'-0" 1'-0" I DRNE 2-p5x18" LONG INTO I'-0" PAVING CONCRETE WHEELSTOP I2'Overhang RaCONT. DRIVE 2-q5x18" LONG - INTO PAVING TYPICAL WHEELSTOP DETAIL FOR PAVED AREAS - N T.S. PROPERTY BOUNDARY � _ _ _ _ _ _ _ _ _ � � � . � � � \� �` �¢� \\�� _ __` \ \\ \ � 1 � � 63.8' I , I � � / I R5p � 86' 88.9' �'� � � �— --� � f \ �i `------ ----- � PROPOSED DRV � 9s.as' � DETENTION AREA � � (0.48± AC) I I 1 I I � zzs' � s� �-- -- -- -----1 J �--- ------------------ -� / 3115' � o�. —��. _.... _ w= w. a.w a« w. o,. w. o�. __ 4 c w.—a�. _ _ _ _ _oc _ — 9,— _ __�, • e • s F� \ \ _ _ — — ' — — . — � � — oi.a — _ — — . _ _ � — R5p — ' Pyo _ — . — *oc-ar-eu+K — . � I �- � LOA�ING DOCK i iz ie ao I Y/a�l O I �' 10' NP. _ _ _ — _ l I oilw P'� U— — — _ _ �9= _ PROFOSEDSTOP SW 7TH AVENUE OKEECHOBEEAVE.(P) �PROPOSEDSTOP BAR & STOP SIGN BAR & STOP SIGN I I „� �_ • � �i HANDICAFGED NMBOL HANDICAPPFD SIGN 3/8" ALUMINUM PANEL SCREEN PRINTSYNBOLCOLORSSELFCTED SELECTED PER OKEECHOBEE COUNTYPARKINGCODE WHEELSTOP HANDICAVPAVEMENT ST0.IVING PEfl FDOi INDE%1)34fi 3" 54. ALUMINUM POST � FINISH AS PER SFECIFICATIONS fINISHED GRADE HANDICAPVED SYMBOL EA0.TH II� Q� ��' lf�l' 6" SfRIPE51n"P.) CONCPETEFOOTING �.� �' • ~f� 5�� 12'0" 5� l- SJ•�.. `AiA � HANDICAPPED PARKING HANDICAPPED PARKING SIGN No�e'. All Pavetl Parking Stalls are to be tlouble striped. HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL N.T.S. 10 �TYP. ( I O� ��'V/. WMEELSTOv 10' TYP. io IOI I �� t � �' SCI I � �11 I �E � r ! I ai 1 � PROPOSED BUILDING PaovenTr (o.sz± ac) _ � io, � — — — — — la� U U N �o= O r � 12�� v 10' ppRKING SPAGE - ryP� AND DRiVE 51 ,- -•TOP-Of-BNM - _ _ _ + ViILIIV POIE w urun no¢ P rrzrtm n�� sccna+ . _ — _/ — — . _ _ . _ —� --- - ------ ---------- — -- ----- � F � - - - - - - - -- -� ---- � Na r-------- -- -- -- -- -- -- — — I �_ I �� I � PA�EM�NT� .. I Iw � I EDGEOFVAVEMENT vI 36" ' 36" (TYP) � � mb 12 MA% � so0cuhiFxi,ioGEiHERwiix H[c0uc[vlsa�uooF5lGrvsvx[s[rvicoNFxFiu,qsArvius�a�'.t[xioisEavlcF,isirvi[uo[oavLVFOPix[sP qpOviiOu 24"WHITESTOP AR i�� Steven L. Dobbs I - =01 - - -= Engineering, LLC 1062JAKE5 WAY STOP SIGN LOCATION DETAIL okeechobee, FI 34974 ".T.s. Phone:(863)824-7644 No. DATE BY REVISIONS � `1 - -,,.,.i�n•:..: •. \ �, � � .� :� $FI1F HW — - --- --- { ��YIlE1rtD Ex0 � '� � � sccna i-�-�—"' iCI P`�O � Ei PROPOSEDSTOP BAR & STOP SIGN 1 Vi_ �--- -- x; i �.I.,- �� , SCALE: 1"= 30' y LL I 0 15' 30' 60' CHLI. AB HOURS BEFORE LOUMAX DEVELOPMENT� INC. YOUDIGWFLORIDH.IT'SiHELHW PROPOSED SITE IMPROVEMENTS � � LOCATED W THE CI7Y Of OKEECHOBEE � HORIZONTAL CONTROL ioervo.: 2019-043 STRIPING & SIGNAGE PLAN SHEET 4 OF $ LEGEND NOTE: ;�� PROPOSED PALM TREE (4 PROVIDED) 1. There are existing [rees onsite that will mce[ some of thc landscaping reqwrcmcnt. Since there is not a / tree survey, tltis will be field adjusted. t` Y� PROPOSED TREE (12 PROVIDED) 2. This plan for sitc approval and only indicates the �� location and type of proposcd landscaping. The � PROPOSED SHRUB (150 PROVIDED) sclectcd plant to be installcd will have to mee[ the City of Okeechobec's Division 4 Landscapc Code for �\ /d type and size of plants installed. �yk� EXISTING PALM TREE TO REMAIN (9 TOTAL) 3. The north parcel has already been through site plan i�?^�� 4 �� and was prcviously approved a�d certified prior to '� �' Certificate of Occupancy for the latest City of �� I EXISTING TREE TO REMAIN (25 TOTAL) ,� �y Okeecl�obee TRC Approval. � + F W W Ha 2❑ K F� �~ N � � �a� , i . . . - . �. �\Y ^ . .. t . . � �� ;� ��C i c`� � ��r � is� �, ._ . __ �, � 4 i � , ' �G i � � ,� � � < � ��-------- � =�� r� � �� _ � � � � n �"y'�� - ��,,� �� ` � ; �r�,� F 9 �"' � � � � _ �� 'm � � _ ��r . � �� _ � ` - �i t i � . ._�= ��¢:, �� r� ,F�^ � ,,\' ;�, �r, , �., , � �----- `. �� F� 3 '�� . � ��. � "r � <-� �� ' �„-, � , _ � � ,� � �� '�� r . � � __y �. . � .. � � � / � <_� Y�� I / F' r�� t- %� �r �. � / < I ��Y�y/V� // I '�i � / � � �-----' �� PROPOSED DRY \ � I� II � DETENTION AREA � I I I I� I I I II I I I I I jj. i i II� ------------- --------------------- 1 _ — — — — . �--- ------- ---� `--- -------- ---J� �------ � I �;� �t , _ � .�� - I I � i I LOADING � OOCK I I I I I � �o I°I I I PARKING SPACE AND DRIVE �— — — / � !��: � � -� �� o � � � ' •1 I � . ` . . ; � '� ' ..�� OHW — --- --- --- � � .-�—...� I I �J.};�.�F_-k.1�-J._%a%.:� 1.;.L'e:i..T LlT_L.��%��. — . . — — — — c a — / SW 7TH AVENUE OKEECHOBEEAVE.(P) -- ---------- ---------- � H � ----- -------------------------- � y a �------ � I �� N_I �---- > I a= �_ %1. — � � SCALE: 1"= 30' � o y LL i I i�i LL I I 0 15' 30' 60' E cor+eErrs nxo oesicrus rxessNrEo HEaEix, as nu ixsm�Mer,. or sexvice, is iN,cNeeo oN�r voa,nE saearic ruxrose nNo cuEur Fon wxiw i. was vAernaeo. a LALI<8 HOURS BEfORE Steven L. Dobbs LOUMAX DEVELOPMENT, INC. �°°°"'""°R'°""s'"E`""" Engineering, LLC PROPOSED SITE IMPROVEMENTS 'e, Ia.Ia.'nc � 1062 JAKES WAY LOCATED IN THE CITY OF OKEECHOBEE Okeechobee,F134974 Phone: (863) 824-7644 LANDSCAPING PLAN �oeNo.: 2019-043 SHEET Na. DATE BY REVISIONS � OF H , � � � m� PROPOSED BUILDING �i � �. CITY OF OKEECHOBEE ��. � \ =� _�/ Application for Site Plan Review Page 1 of 3 Date Received �j - = �-- �_ �� City of Okeechobec Application No. a;- (�:':; `: „ General Services Department 55 S.E. 3'� Avenue, Room 101 Fee Paid: ;�j �;�-� =? e�� Okeechobee, Florida 34974 Receipt No. ''-�LsL } L� 3 Phone: (863) 763-3372, ext. 9820 Fax: (8G3) 763-1686 r� E-mail: pburnette(a�cicvofokeechobee.com `� � "s'� � Hearing Date;�";'��,_�`.�"`t _:, ,7F I�:`s'' .1 � _ � APPLICANT INFORMATION 1 Name of property owner(s): Williamson Cattle Company 2 Owner mailing address: 9050 NE 12th Drive, Okeechobee, FL 34972 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs 6 Contact person daytime phone(s) and email address: g63-634-0194 - sdobbs@stevedobbsengineering.com Engineer: Name, address, phone number and email address: Steven L. Dobbs - 1062 Jakes Way, Okeechobee, FL � 863-634-0194 - sdobbs@stevedobbsengineering.com 8 Surveyor: Name, address, phone number and address: Tradewinds - 200 SW 3rd Street, Okeechobee, FL 34974 - 863-763-2887 - wc.twps@yahoo.com PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 1600 SW Parrott Avenue, OKEECHOBEE, FL 34974. HWY 441 NORTH, South on 441 from SR 70 1 mile on right. 10 Parcel Identification Number. 3-28-37-35-0050-00290-0010 11 Current Future Land Use designation:Commercial 12 Current Zoning district: Heavy Commercial Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 This project is going to construct a car wash on the south half of the existing lot along with a of 4;800 SF building, parking and drainage facility. • � 'F r': �,, f . 14 Describe existing improvements on property (for example, the number and type of buildi vacant, etc.). Use additional page if necessary. Parking for Theatre 15 Total land area in square feet (if less than two acres): 16 Is proposed use different from existing or prior use �. I0.18 � or acres: 1.03 (�{ Yes) dwelling units, occupied or �No) . CITY OF OKEECHOBEE Application for Site Plan Review Number and description of phases: Single phase 17 18 � Source ofpotable water: OUA 19 � Method of sewage disposal: OUA ATTACHMENT5 REQUIItED FOR ALL APPLICATIONS � 20 21 ��(Y 22 '•1 ✓ ✓ 28 J 29 Applicant's statement of interest in property. Owner One (1) copy of last recorded warranty deed. 11/25/2020 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topographic, "as is" surveys (one to be no larger than 11 x 17) of the property i including: 23 a. Certified boundary survey, date of survey, surveyor's naxne, address and phone number b. Legal description of site and parcel number c. Computa.tion of total acreage to neazest tenth of an acre Two (2) sets of aerials of the site. Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included). Eleven (11) copies of drawing indicating facades for all buildings, including arclvtectural elevations. Page 2 of 3 Eleven (1 I) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. Eleven (11) copies ofphotometric lighting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). 24 25 26 27 Three (3) copies of sealed drainage calculations. Attach a Tra�c Impaet StLiy prepazed by a professional transportation planner or tr2nsportation engi�eer, if the rezoning or tiEe',> '"' proposed use will generate 100 or more peak hour vehicle trip ends using the trip generarion factors for the most similar use '„��"�' 30 as contained in the Institute of Transportarion Engineers most recent ediNon of Trip Generation. The TIA must identify the ' number of net new external trips, pass-bay calculations, intemal capture calculations, a.m. and p.m. peak hour trips and level of service on all ad'acent roadwa links with and without the ro'ect. 31 USB flash drive of a lication and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be noti�ed at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of InformaHon Accuracy I hereby certify that the information in this application is conect. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and i prisonment of up to 30 days and may result in the summary denial of this application. �-P_�Yt� %�. (2ucic� � .3 ZD Z ( -�f ature Printed Name Date � � For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 Sy,OF•OkF Cy O- � - \ua�� u ' � CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING MAY 20, 2021 SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, May 20, 2021, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance led by Assistant Police Chief Hagan. II. ATTENDANCE The following TRC Members were present: City Administrator Marcos Montes De Oca and Building Official Jeffery Newell. Members absent: Fire Chief Herb Smith (Lieutenant Adam Crum was present in his place), Police Chief Bob Peterson (Assistant Police Chief Donald Hagan was present in his place), and Public Works Director David Allen (Public Works Operations Supervisor Marvin Roberts was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford (entered the Chambers at 10:04), Committee Secretary Patty Burnette and General Services Secretary Yesica Montoya were present. City Attorney John Fumero, Okeechobee County Environmental Health Director Victor Faconti and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to approve the agenda as presented. Motion Carried Unanimously. IV. MINUTES A. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to dispense with the reading and approve the October 15, 2020, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Abandonment of Right-of-Way Petition No. 21-001-AC. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. 2. No City Staff comments were received. 3. The property owner or agent were not in attendance. 4. No public comments were offered. 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Operations Supervisor Roberts to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-001-AC, which requests to vacate the 20-feet wide by 299.75-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 110, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: Florida Power & Light (FPL) is requiring a 10-foot easement be provided for the full 20-foot width of the subject right-of-way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. B. Abandonment of Right-of-way Petition No. 21-002-AC. 3. The property owner or agent were not in attendance. 4. No public comments were offered. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. 2. No City Staff comments were received. DRAFT TRC MINUTEs, MAY 20, 2021, PAGE 1 oF 2 V. NEW BUSINESS ITEM B CONTINUED 5. Chairperson Montes De Oca disclosed he had spoken with Mr. Steven Dobbs, the ApplicanYs agent, regarding the proposed project. 6. Motion by Building Official Newell, seconded by Lieutenant Crum to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 21-002-AC, which requests to vacate the 15-feet wide by 299.84-feet long East to West alleyway lying between Lots 1 through 6 and 7 through 12 of Block 121, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County with the following conditions: FPL is requiring a 10-foot easement be provided for the full 15-foot width of the subject right-of- way on the West side, adjacent to Northeast 2"d Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Motion Carried Unanimously. VI. Chairperson Montes De Oca adjourned the meeting at 10:11 A.M. Submitted by: Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. _ <,:�� .. -: DRAFT TRC MiNurEs, MAY 20, 2021, PAGE 2 OF 2 �L�y o�_oKF�� m CITY OF OKEECHOBEE oT ' o TECHNICAL REVIEW COMMITTEE o �o 6 55 SOUTHEAST THIRD AVENUE, �KEECHOBEE, F�oRi�A 34974 _ a '� 9 S� OFFICIAL AGENDA Ju�Y 15, 2021 10:00 A.M. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE III. AGENDA A. Requests for the addition, deferral, or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES A. Motion to dispense with the reading and approve the May 20, 2021, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriff's Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794± acres located at 504 NW 4th Street - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owner, Okeechobee County. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82± acres located at 312 SW 7th Avenue - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Loumax Development, Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03± acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21 - City Planning Consultant. 1. Review Planning Staff Report recommending approval. July 15, 2021, Official Agenda Page 1 of 2 V. NEW BUSINESS ITEM C CONTINUED 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the Property Owners, Williamson Cattle Company. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. VI. ADJOURN MEETING ' Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Committee Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review Committee in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863- 763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. July 15, 2021, Official Agenda Page 2 of 2 � �,, y + 4� "�:.. �R .xCx' ^�S?'�.:. � �� F'"� f �,� �,�� '�'. �5�;�...ee�'- ti:.; :; . . �� June 21, 2021 City of Okeechobee 55 SE 3`d Avenue ' Okeechobee, FL 34974 Subject: Brahman Car Wash, LLC Parking Reduction Dear Mr. Smith: Steven L. Dobbs Engineering, LLC, on behalf of Williamson Cattle Company is requesting a parking reduction as indicated in Section 90-483 of the City's Ordinances, from the required 32 parking space for the 4,867-sf building at 1 space per 150 sf to the 21 spaces shown on the plans. With this being an automated car wash, the manufacturer has stated only 60% of the cars use the vacuum stations, which means 40% of the peak hour's cars of 39 or 15.6 cars simply pass through and leave. As indicated in the Parking Analysis of the Traffic Statement, only 22% of the vacuum spaces will be used during the peak hour, which still leaves the three parking spaces for the employees. This analysis indicates there is more than ample parking onsite to support the intended use. Should you have any questions or comments, please do not hesitate to call. Sincerely, .. . ��;� � � �� , :„ , �;: � • , ; �, ,... ,: C: � .., r.� r�,r`;,' ,w�� ^ < � �!. •.� . . . Steven L. Dobbs Engineering teven,L,:..Qobbs `U �� t;: ;;:,,r � r � � �., � . J��,�, �• d�C�� JUN 2.�2 20�'� _ f.. �i'V�J°+T'.:., ,•:..... ,. ' � ' , Steven L. Dobbs, P. E. SLD Engineer�rnci � President CC: Wes Williamson, John Williamson, and Heather Rucks File 1 o62 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com 5 1 ;. , Y�;`�1 { , �,,�,* June 16, 2021 City of Okeechobee 55 SE 3�d Avenue Okeechobee, FL 34974 Subject: Brahman Car Wash, LLC Site Plan Dear Mr. Smith: Please find below the questions received from you in an email dated 6/14/2021 concerning the Brahman Car Wash. Your comments on in regular type and responses are in italics: 1. Please add height measurements to the elevation sketches. Please find attached the architectural elevations with the height measurements. 2. Please provide a statement regarding the actual proposed hours of operation and the actual proposed delivery times. Please ftnd a statement from the client concerning the hours of operations and the coordination of delivery times. 3. Please provide some actual specifications from the manufacturer of this car wash tunnel. 120 cars per hour through one tunnel is just a really impressive speed that merits verification. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering f �� `� _ � ,�.1-�.�'U�, - ' �"'� Steven L. Dobbs, P. E. President CC: Wes Williamson, John Williamson, and Heather Rucks File 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com .� ra� � r'' � y ', 1.?,,; `-;,.t.; , .`,, June 11, 2021 City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Subject: Brahman Car Wash, LLC Site Plan Dear Mr. Smith: Please find below the questions received from you in an email dated 6/8/2021 concerning the Brahman Car Wash. Your comments on in regular type and responses are in italics: 1. Provide elevation sketches. Please find attached the floor plans and elevation sketched of the proposed building. 2. Describe how loading space will be accessed for deliveries. Unless the truck drives against the one way aisle, it appears the only access is through the car wash. The owner has indicated deliveries will be scheduled outside or operational hours to accommodate deliveries. 3. At 1 space per 150 sf of floor area, the 4,867 sf building requires at least 32 parking spaces. Only 22 are provided, and at least one of those spaces is too close to the ROW. Either adjust the size of the building or the number of parking spaces, or submit a letter formally requesting a parking reduction from the TRC according to Section 90-483. See attached Ordinance which recently made revisions to that section. Since this is a drive thru car wash, most people will be in their cars and never park and with the additional information.from the manufacturer, which supports the_fewer parking spaces, please find attached a letter formally requesting a parking reduction in accordance with Section 90-483. 4. Remove the southwestern most parking space, which is closer than 20 feet to the ROW. This parking space has been removed from the site plan. 5. Provide angle of parking spaces and length of parking spaces. Please find the angles length of the parking spaces on the revised site plan, Sheet 3 of 10. 6. Please provide a specific note indicating that consideration will be made to protect the overhead utility lines from mature tree growth in compliance with Sections 90-538(d) and 90-543. Please see the attached revised landscape plan, Sheet 7 of 10 with the note included. 7. I see the general note on the landscape plan regarding compliance with Division 4. Please provide a more specific note indicating that plantings will be elected from South Florida Water Nianagement District"s Xeriscape Plan Giiide, �vith at least 7�% of the total required plans being native very drought tolerant species as listed in that Plant Guide. 8. Please see the attached revised landscape plan, Sheet 7 of IO with the note included. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com ; 2020-046 Brahman Car Wash — City of Okeechobee IL4I Page 2 9. Please provide a specific note indicating that trees shall be at least ten feet high and two inches in diameter measured four feet above ground level at the time of planting. Please see the attached revised landscape plan, Sheet 7 of 10 with the note included. 10. Provide a lighting plan. Please find the lighting plan 11. We should have soinething mare substantial than Susan's previous email to demonstrate that queuing will not exceed the stacking ability of the site. How many cars per hour can this facility process on average? How does that compare to the peak hour estimated traffic generation? Maybe there is another facility similar to this where the stacking has been observed to be handled on-site? Please see attached the revised Traffic Statement where a queuing analysis has been added that anslvers the questions above. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering , � � � r'��-�t,1 _.� • �N� _ J , i Steven L. Dobbs, P. E. President CC: Wes Williamson, John Williamson, and Heather Rucks File r' C �i� Y:.'�;zis;.e-: - �t; i:.< M1 �1`. q June 2, 2021 City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Subject: Brahman Car Wash, LLC Site Plan Dear Mr. Smith: Please find below the questions received from you in an email dated 5/21/2021 concerning the Brahman Car Wash. Your comments on in regular type and responses are in italics: l. It appears that a portion of the proposed development area exceeds the boundaries of the subject parcel. Access driveways may be built through the ROW but otherwise, the development should Ue contined to the appiicaurs property, including the parking spaces and required landscaping. The pr•oject has been revised and confined within the limits of the property. 2. The dimensions shown on the plans indicate the development area is 147 feet wide but the table in the upper left corner lists the width at 150'. Which is it? How was the lot are� of 46,173.6 sf arrived at? This does not match the 1.11 acre area provided in the impervious area/drainage calcs. The correct area is 1.01 acres and the application and stormwater calculations have been updated and coincide with this area. 3. None of the `bug prep' parking spaces can be permitted either because they're in tlie R0�1' or because they violate 90-511(e)(6). Two of the parallel parking spaces must be removed for the same reasons. The site has been corrected, however the bug prep spaces have been removed and replaced with employee parking. 4. No details are provided for the trash enclosure/area but this appears to be a structure proposed in the required setback area. Please see the attached details for the trash enclosure. It has been moved outside of the setback area. 5. Please explain why the self-service car wash ITE use code is being use instead of use code 949 (car wash and detail center) which is provided in the 10`h edition of the ITE trip generation manual, which may be a more appropriate use code for this development. There also appear to be 19 stalls, not 3. Please find attached the updated traffic analysis using ITE code 948 — Automated Car Wash from the 10'�' edition of the ITE trip generation manual. 6. According to Fl accessibility code section 208.2, for commercial facilities with 1-25 parking spaces, at least 1 must be ADA compliant. One of the detail stalls has been converted to a handicapped space. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com z 2020-046 Brahman Car Wash — City of Okeechobee RAI Page 2 Landscape buffers along 441, 2"d and 17`h must be at least 10 feet wide. Site has been revised to include the buffer areas along the street frontage. 7. At least 5 trees and 15 shrubs are required along 441 and 2"d St. Once the bz ffers were revised, the required landscaping to the plan in that location. 8. At least 10 trees and 30 shrubs are required along 17'h st. Once the buffers were revised, the required landscaping to the plan in that location. 9. At least 2 trees and 6 shrubs are required along the northern border of the development site. This has been corrected on the updated landscape plan. 10. Two feet of landscaping is required between the building and vehicular use areas. 11. No information or statements are provided regarding the landscape species type or landscape specimen size. The following note was added to the landscape plan: NOTE.• This plan is for site plan approval and only shows the location of the proposed landscaping. Follow Division 4- Landscaping of the Ciry of Okeechobee's code of regulations. 12. No details are provided on the signage. Please see the location of the sign on the revised drawings. A permit to install the sign will be applied for at that time, the sign has not been designed yet. Please see the indicated location on the southeast corner of the property. 13. No sidewalks are provided on 17�h and 2"a The r•ight of way along SW 2"`�,4venue and the west half of SW 17`" Street are already paved with concrete and the plarr is to leave that in place to the greatest degree possible and a sidewalk will be added to the east of the existing concrete all the way to Highway 441. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering �. �� .,�'� __ � Steven L. Dobbs, P. E. President CC: Wes Williamson, John Williamson, and Heather Rucks File ,-; ,2� � %�' .��: . �;'c � e�' �3{ `�3� � � : ;t la�� ?. r 5! `�.,� � �. a�� . ,.�._.,. _�� ._ � _. � .�� June 11, 2021 City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Subject: Brahman Car Wash, LLC Traffic Statement Dear Mr. Smith: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to convert the existing Brahman Theatre property into an automated/self-service car wash. This analysis was based on a spreadsheet created based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (10�' Edition). `The results indicate the proposed 1 lane automated car wash (ITE code 948) generates 891 total daily trips with 49 AM peak hour trips with 25 being in and 24 being out and 78 PM peak hour trips with 39 being in and 39 being out. Queuing Analysis The queuing analysis is conducted when the traffic is greatest. The PM peak hour trips are the greatest at 78 and reflects 8.7% of daily traffic. This is 39 individual cars in and out of the facility, not 78 cars entering the facility. In order to determine queue lengths withing the site, the process time for the car wash menu boards and tunnel were considered. The planned capuciiy of the tunnel is 120 cars per hour. This capacity includes 135 seconds of process time for the first car (calculated as 30 seconds for the car to travel from the menu- board to the beginning of the tunnel, 75 seconds for the car to travel via conveyance through the 115 foot tunnel, and another 30 seconds for the car to exit the tunnel) followed by another car leaving the menu- board and entering the tunnel every 30 seconds. Likewise, the total capacity at the menu boards is computed as 240 vehicles per hour. The three (3) car wash menu boards are able to process four (4 cars in 45 seconds. The tunnel is controlling at 120 vehicles per hour. Of course, if the conveyance speed is reduced, the processing rate would decrease as well. Because there is a big buffer of demand versus available capacity, it is unlikely that the processing time would ever be lower than the anticipated demand. The tunnel capacity of 120 cars per hour is greater than the 39 cars per hour that are expected to arrive during the peak hour of the generator. Therefore, there is no queue associated with the processing times falling behind demand. But to ensure sufficient queuing, mean queuing was calculated. Queue = traffic intensity/(1-traffic intensity), where traffic intensity is defined as the mean arrival rate/mean service rate. The mean arrival rate is taken as 39 vehicles in one hour. The mean service rate is 120 cars per hour. Therefore, the residual queue is (39/120)/(1-39/120) = 2.08 vehicles. T'he Brahman Car Wash provides approximately 172 feet of storage. There are three lanes of storage of 48.8 If (member lane, no wait), 57 lf, and 66.6 If. The two lanes that are not member lanes can hold 5 cars. The storage can more than accommodate the anticipated queue. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com � 2020-046 Brahman Car Wash — Tr�c Statement Page 2 Parking Analysis The manufacturer says statistically 60% of car wash uses stop to vacuum their cars and they typically take 10 minutes per visit. Since there are 18 vacuum stations at 10 minutes per car, the facility can accommodate 1,080 car minutes per hour, since the rate of cars to vacuum per visit is 60% and the peak rate is 39 per hour, the total car minutes required is 24 * 10 minutes or 240 car minutes per hour or 22% of the available vacuum capacity. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering i .� ��, 2 . = �� Steven L. Dobbs, P. E. President CC: Wes Williamson, John Williamson, and Heather Rucks File �" f°t.�`y�\ -J�`f� :.i te en L. pob �.10 �;.�; �,,,;, ;; JU� ��,� 2021 ,, r ,..�.,._ �_, 4813� ' , '' , SLD Engi.n.eering.'�:' ` � � ` � , June 14, 2021 To Whom It May Concern: The proposed hours of operation will be 7AM to 8PM Monday thru Sunday. The deliveries will be made after hours. Sincerely, � �� eather Williamson Rucks Corp Secretary Williannson Cattle Company • 9050 NE 12�h Drive • Okeechobee, FL 34972 Phone: 863.763.4740 Fax: 863.763.1732 R ��A � �+ The abilii y io maximize throughput and extra service revenue in a smaller foot � �; � prini, wrlhoui sacrificing wash qvality, while minimizing utility costs and continuin � � W' g � , �� to produce a consistently clean and dry car. Proposed Brahman Car W�sh � 4��.��. � �� INS-11p RUVP-DNS -11 C�ft, VVash Str��r '��+� _�t � F.� r! �. ,, '��a�.�' .� �. ;�.� � � � . . ..� ��r � � �4, i. - � ^ . * y`''�'� f � �.�� ~ I , CO/Ia�lO/�i� �i1�I�� `'�.. 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All rights reserved. Prices and availability subject to change without notice. Dry N Dry N Shine Shine Top Sides 1 2 �.�C�� '�C� ��; �'Q' �� - ,- _ ..�. �'r�+ fi � . u- � ,� C� �- � �tS.� - � " � y- - _ -� �� ` --�. _ � '� ? c� �t �, � Staff Report Site Plan Review: Prepared for.� Applicant: Address: Parcel I D: Petition No.: Description: a� u� , ; , . - � ;�� _j - -_ - - , 1375 Jadc' , � son Sheet # 206 Fort Mqers, F� 33901 The City of Okeechobee VI/illiamson Cattle Company 1600 SW Parrot Ave 3-28-37-35-0050-00290-0010 21-003-TRC Car Wash Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC General Information Owner/ Applicant Site Address Parcel Identification Contact Person Contact Phone Number Contact Email Address Williamson Cattle Company 9050 NE 12th Drive Okeechobee, FL 34972 1600 SW Parrott Avenue 3-28-37-35-0050-00290-0010 Steven L Dobbs 863.634.0194 sdobbs@stevedobbsengineering.com For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citvofokeechobee.com/aqendas.html Future Land Use Zoning District Use of Property Acreage Existing Commercial Heavy Commercial (CHV) Parking for Theatre 1.03 Proposed Commercial Heavy Commercial (CHV) Car Wash 1.03 �- . . The subject parcel is 2.06 acres and contains a vacant theater building and surface parking. The applicant is requesting approval of a site plan to convert the southern half (1.03 acres) of the parcel to a car wash facility. A special exception to allow the car wash use in the heavy commercial (CHV) zoning district was recently approved by the City's Board of Adjustment under application 21-002-SE. The proposed site plan includes: • 3 vehicle entry lanes, each provided with a menu board for customers to select car wash options and make payment. • A 4,867 square foot building which contains the automated car wash tunnel, office area, and storage area. • 19 parking spaces intended to provide customers an area in which to vacuum their cars. • 3 parking spaces intended for employees. • Stormwater retention area The applicant is not proposing any modifications to the northern half of the parcel at this time. The applicant has not committed to any specific use of that building, staff has confirmed that sufficient parking area remains on that portion of the site to accommodate a retail use within the existing vacant theater building. 1:,R�� 1 �.�tanni:,ic� Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC Future Land Use, Zonin and Existin Use on Surroundin Pro erties North East South West Future Land Use Zoning District Existing Use Future Land Use Zoning District Existing Use Future Land Use Zoning District Existing Use Future Land Use Zoning District Existing Use � Commercial Heavy Commercial (CHV) Restaurant Commercial Heavy Commercial (CHV) Eye Care, Automotive Commercial Heavy Commercial (CHV) Strip Commercial Commercial Heavy Commercial (CHV) Medical and Health Services POTABLE WATER AND SANITARY SEWER: This site will continue to be provided with potable water and sanitary sewer service by the Okeechobee Utility Authority. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It is reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has provided a drainage report and the site plan includes a stormwater retention feature, both of which will require review by the City's engineering service. ACCESS, INTERIOR CIRCULATIONS AND EGRESS: An ingress-only driveway is proposed on SW 2"d Ave which divides into three lanes, each of which is provided with a menu board that will allow customers to select services and make payment. From there, one vehicle at a time can enter the car wash tunnel. After exiting the tunnel, customers can either pull into a vacuum station parking space or exit the site via an egress-only driveway on SW 2"d Ave. TRAFFIC GENERATION: The Applicant has provided a traffic statement which estimates the automated carwash use will generate 891 total daily trips, with 78 of those trips occurring during the peak PM hour. Staff initially had concerns regarding the ability of the ingress driveway to accommodate the queuing l: �R�� 2 pf anniing Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC of vehicles without exceeding the on-site stacking capacity during peak periods; as the site plan depicts space for about 3 vehicles to stack in the member's lane and 5 cars total to stack in the other two lanes. However, the analysis provided by the applicant as well as the manufacturer's product sheet demonstrates that the facility should be able to accommodate up to 120 cars per hour without causing queuing that extends into the public right-of-way. SERVICE VEHICLE ACCESS AND EGRESS: The trash enclosure and loading area are not ideally located, as access will require those trucks to drive opposite of the one-way, clockwise direction that the facility is designed. Trash pickup and deliveries must be made outside of operating hours. The applicant has provided a statement that deliveries will be scheduled outside of operating hours, which are proposed from 7am to 8pm Monday through Sunday. The City's Public Works Director should review the ability for the City to guarantee solid waste pickup service outside of the proposed operating hours The appropriateness of this plan as it applies to fire truck access must be addressed by the Fire Department in their review. The proposed car wash use is compatible with the adjacent commercial uses. The main compatibility concern is the noise generated by the car wash vacuum stations impacting the restaurant to the north that has outdoor seating. However, the car wash is proposed on the south side of the south half of the lot, away from the existing restaurant to the north with outdoor seating, and the distance should be great enough to dimmish those potential impacts. Compliance with Land Development Codes Regulation Required Provided Min lot area 6,250 sq ft 44,100 sf §90-285(1) Min lot width 50' 150 §90-285(1) Min front yard setback 20' to buildings; 10' to parking 43' to building; 10' to driveway (US-441) and driveway 90-285 2 Min front yard setback 15' to buildings; 7.5' to parking g0.5' to building; 10' to parking (SW 17 St) and driveway §90-447 �Ianni.n�� 3 Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC Regulation Required Provided Min front yard setback 15' to buildings; 7.5' to parking 25' to buildin 10' to arkin (SW 2°d Ave) and driveway g� p g §90-447 Min side yard setback §90-285(2) $ 36.6' §90-450 Max lot coverage 500�0 9% §90-285(3) Max impervious surface 85% 74% 90-285 3 Max height 45' 21' 8" 90-285 4 Min parking space Most spaces exceed these dimensions 9' by 20' 90-511 b dimensions Min ADA parking space dimensions 12' by 20' with a 5' wide In compliance FI Accessibility Code access aisle 502 Min loading space At least 10' wide by 30' long No loading space required for dimensions W/14' vertical clearance. facilities under 5,000 sf floor area 90-511 c 24' wide drive for spaces between 75° and 90° 20' wide drive for spaces Minimum aisle between 60° and 75° width 16' wide for any other angle In compliance §90-511(d)(2) spaces Parkinq spaces proposed at 50-52° Parking paving Each parking and loading In compliance §90-511(e)(1) s ace shall be aved I;�K,�� 4 plannrn�� Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC Regulation Required Provided Each parking or loading space Parking and shall open directly onto a loading space driveway that is not a public layout street, and each parking space In compliance §90-511(e)(2) shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so oriented design that pedestrians moving In compliance §90-511(e)(3) between parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be provided along the lines of Pedestrian walks the most intense use, §90-511(e)(4) particularly between building In compliance entrances to streets, parking areas, and ad�acent buildin s. Loading space Loading facilities shall be identification identified as to purpose and In compliance §90-511(e)(5) location when not clearly evident. No parking space accessed via Min parking space a driveway from a public road setback shall be located closer than 20 In compliance §90-511(e)(6) feet from the right-of-way line of said ublic road. Min number of off- One per 150 sf of floor area Only 22 spaces provided. Applicant street parking is requesting parking reduction spaces accordin to Section 90-483. 90-512 2 4.867 = 150 = 32 9 Min number of ADA parking For facilities with 1- 25 parking spaces spaces, at least 1 must be 2 ADA spaces provided FI Accessibility Code ADA space 208.2 Min number of off- No loading space required for street loading facilities under 5,000 sf floor N/A spaces 90-513 2 area 1 tree and 3 shrubs/3,000 sf of Min Landscaping lot area. 26 trees §90-532 44,100 sf = 3.000 = 15 trees 101 shrubs and 44 shrubs re uired �lanni.ny 5 Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC Regulation Required Provided Landscaping for parking and 18 sq ft of landscaping required vehicular use per required parking space. In compliance areas 18 x 32 = 576 sp ft 90-533 1 Landscaping for parking and One tree per 72 sf of required vehicular use landscape area In compliance areas 576 = 72 = 8 trees 90-533 2 Landscaping for parking and Two feet of landscaping vehicular use required between buildings and In compliance areas vehicular use areas. 90-533 4 Landscaping for Min. dimension of landscaped parking and areas must not be less than 4' vehicular use except adjacent to on-site In compliance areas buildings. 90-533 5 Landscaping for One landscaped island at least parking and 5 by 15 w/at least one tree vehicular use must be provided for each 10 In compliance required parking spaces w/ a areas maximum of 12 uninterrupted §90-533(6) arkin s aces in a row. Landscaping for The remainder of a parking parking and landscape area shall be vehicular use landscaped with grass, ground Not indicated areas cover, or other landscape §90-533(7) material. Landscape buffer 10' minimum width of street areas frontage buffers In compliance 90-534 1 Landscape buffer 2� minimum width of property areas line buffers In compliance 90-534 1 l ;,R„r g planning Staff Report Applicant: Williamson Cattle Co. Site Plan Review Petition: 21-003-TRC Regulation Required Provided 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 150 linear ft of frontaqe on US- In compliance 441 repuires 9.500 sf of landscaped area with 5 trees and 15 shrubs 300 linear ft of frontape on SW In compliance Landscape buffer 17t`' St repuires 3, 000 sf of areas landscaped area with 10 trees §90-534(2) and 30 shrubs 84 linear ft of non-drivewav In compliance frontaqe on SW 2"d Ave repuires 840 sf of landscaped area with 3 trees and 8 shrubs 300 linear ft of north property In compliance line repuires 600 sf of landscaped area with 2 trees and 6 shrubs Landscape buffer Trees may be planted in areas clusters, but shall not exceed In compliance §90-534(3) 50 feet on centers abutting the street. Landscape buffer The remainder of a landscape areas buffer shall be landscaped with Not indicated §90-534(4) grass, ground cover, or other landsca e material Species When more than ten trees are Notation indicates species selection diversification required to be planted, two or Will be in compliance. §90-538(c) more s ecies shall be used. Trees and shrubs shall not be Tree spacing from planted in a location where at Notation indicates species and utility structures their maturity they would specimen selection will be in §90-538(d) interfere with utility services (in compliance. accordance with 90-543 . Shade Trees should maximize the §90-538(e) shading of pedestrian walks In compliance and arkin s aces. Landscape area Landscaping shall be protected barriers from vehicular encroachment In compliance §90-538(g) by means of curbs, wheel sto s, walks or similar barriers. L:�R„� 7 planni':ng Staff Report Applicant: Wiiliamson Cattle Co. Site Plan Review Petition: 21-003-TRC Regulation Required Provided Plants required to be installed Drought tolerance shall be elected from the South Notation indicates species selection §90-540(b) Florida Water Management DistricYs Xeriscape Plant W�II be in compliance Guide. At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Florida Water Drought tolerance Management District Xeriscape Notation indicates species selection §90-540(b) Plant Guide. However, when a Will be in compliance landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant s ecies. Trees shall be at least ten feet Min tree size high and two inches in Notation indicates specimen §90-540(c) diameter measured four feet selection will be in compliance above ground level at the time of lantin . Prohibited Species listed in §90-542 shall Notation indicates species selection species not be planted. will be in compliance 90-542 Min street yard No part of any sign shall be sign setback located closer than one foot to In compliance §90-580(c)(1) the ro ert line Sidewalks are not proposed on subject property. New concrete is Sidewalks Sidewalks required adjacent to Proposed in right-of-way to meet § 78-36(a)(1) right-of-way existing concrete and provide sidewalk. The appropriateness of this should be addressed by the City Public Works Director. All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half Lighting horizontal foot-candle power of Photometric plan provided which § 78-71(a)(5) artificial lighting. Lighting, when demonstrates compliance. provided, shall be directed away from public streets and residential areas and shall not be a hazard or distraction to motorists travelin a street. � ,,r:,�� g wl anning Staff Report Site Plan Review Applicant: Williamson Cattle Co. Petition: 21-003-TRC . .. . The proposed plan does not meet the strict requirements of the City's parking code section 50- 512. Therefore, in conjunction with the requested site plan approval, the applicant is also requesting approval of a parking reduction request according to City code section 90-483. Staff recommends that parking reduction request be approved, though the Technical Review Committee members must ultimately determine the adequacy of the parking facilities. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: 2. 3. 4. 5. 6. The applicanYs parking reduction request should be approved by the TRC or the site plan shall be redesigned so that the parking space requirements of 90-512 are met. The remainder of the parking landscape areas and buffer landscape areas which are not occupied by trees and shrubs shall be landscaped with grass, ground cover, or other landscape material (such as mulch). The City's Public Works Director should review the proposed location of the trash enclosure and potentially determine the ability for the city to guarantee solid waste pickup service outside of the proposed operating hours The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. The appropriateness of the proposed sidewalk facilities should be addressed by the City's Public Works Director. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. Submitted by.� _ c --`�` Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: July 7, 2021 TRC Hearing date: July 15, 2021 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs �:,R�� g �.�f anni:ng Staff Report Site Plan Review � !�.� 7 1 � � rn a r� s ?2 6 7 1 b 2 2 � t�1 < t1 5 t� a . � LAND USE CLASS/F/CAT/ONS ---- RAILRUkD ::ENTERi.iNE --��- HJ^rKIN5i,7EANDE�LWE ^- RAILROAD CENTERLINE - flu boundary_6nes lot line flu background_parcels SINGLE - FAA1ILY RESIDENTIAI MIXED USE RESIDENTIAL � MUITI - FAMILY RESIDENTIAL - COA7MERCIAL : � INpUSTRIAt PUBLIC FACILITIES Applicant: Williamson Cattle Co. Petition: 21-003-TRC FUTURE LAND USE Subject Site and Environs �Y�-1 n ,,,,' 'r� ,�, T i � : t�+ a �, s �� ' t o Z � 3 1Q �i t� g i � ` i� - - , -_ T , � _R 2 � 3 lt3 j 11 5 �: � , �_� _. i_ S?' 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Dobbs Engineering 1062 Jakes Way Okeechobee, FL 34974 1 • � S ,�,,. ��'y even l.. Dobkis' `� ., . ,, -, JUN 2 2 2021 � n� r' � �_ . w � 48134 ;., �,. � SLD Engineerinr� ` � `' �.- Pur�ose: The purpose of this report is to provide Okeechobee County with the calculations and documentation necessary to demonstrate the proposed surface water management system complies with state and local criteria. Existing Condition Descrintion: The site is approximately 1.01 acres in size and is a portion of parcel Block 29 (Parcel ID: 3-28-37-35-0050-00290-0010) located at South Parrot Ave. between SW 16TF� Street, SW 17"' Street, and SW 2"d Ave., South of Okeechobee. The historic discharge is through an existing drainage system on the west portion of the site through a series of catch basin structures to the north. The Soils Report for Okeechobee County identifies the soil as Immokalee Fine Sand with 0 to 2% slopes. This soil has a Hydrologic Soil Group rating of B/D on the smaller north portion which is poorly drained in the natural state and moderately drained developed. The soils report also indicates the wet season water table is approximately 1' below natural ground. Pronosed Use: The owner proposes construction of an 0.61-acre driveway, road pavement, and paved parking area for a carwash building of 0.11-acre area. In addition, a proposed pavement striping for parking stalls on existing pavement at the north area of the site. To control the run-off produced by the improvements a proposed dry detention will be used to collect the runoff from the improvements by inlet drainage and pipe to the dry detention area to be controlled and delivered to existing drainage system. Drainage Considerations: To attenuate the increased run-off generated by the proposed improvements and to ensure that water yuality standards are met, we propose to pass all drainage from the pavement area through a dry detention system, which will overflow into the existing drainage system. The dry detention basin is a S-133 basin which is controlled at 13.5 NGVD `29. The control elevation for the project will be the wet season water table established with the previous development of 14.5 NGVD `29. Allowable discharge for the S-133 basin is 15.6 CSM for the 25 year — 3 day event: Q= 15.6 cfs per square mile * A/ 640 Q= 15.6 cfs per square mile * 4.10 / 640 = 0.03 cfs A. Water Quality Water quality treatment is provided by dry detention. Since the proposed water quality system is dry detention for the project, the volume of water quality required since this project discharge into an existing drainage system and with a presumption of compliance with nuirient control by adding an additional 50% to the water quality volume the total water quality volume is see table below. Based on the attached stage storage spreadsheet, the water quality volume see table below is met at elevation see table below. Total water quality required for 150% of the water quality volume is 0.16 ac-ft, however 1.03 ac-ft is provided in dry detention. Water Ouality Table Basin WQ Volume Required Elevation WQ Volume Met WQ Volume Provided Ac-Ft Ao-Ft Onsite 0.16 24.73 1 A4 B. Water Quantity This project is located in the 5-133 which discharges ultimately into Lake Okeechobee through S-133 out of the rim canal. The allowable peak discharge rate in this basin is 15.6 CSM. The allowable peak discharge rate for this project, based on the 25-year, 72-hour storm event was calculated and shown below. The actual maximum discharge rate for the 10-year, 72-hour storm event was calculated and shown below, which is within tolerance of the maximum allowable peak rate. To demonstrate conformance to this criterion, the proposed project was flood-routed using AdICPR. Allowable Dischar e Modeled Dischar e Meets Criteria Onsite 0.03 CFS (�.3:<� No, but minimum bleeder The 10-year, 24-hour storm (5.0") w/ discharge, the 25 year, 72 hour storm (9") w/ discharge, and the 100 year, 72 hour storm (10") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing inpudoutput parameters. A summary of the flood routings for the Lake Node in each Phase is provided as follows: 10 Year. 24 Hr. Storm (5•0„1 Peak Stage Peak Rate (ft-NGVD'29) (cfs) 25 Year. 72 hr. Storm (9•0„1 Peak Stage Peak Rate (ft- (cfs) NGVD'29) l00 Year. 72 Hr. Storm (10•0„) Peak Stage (ft- NGVD'29) Onsite 2-1.83 0.304 2�.fD6 0.32g 26.00 Water Use: The proposed potable water and wastewater for the project will be provided by Okeechobee Utility Authority. There has been no Consumptive Water Use permit issued nor applied for this project. There are no existing wells onsite. Off-Site Drainage: There is no offsite flow onto this property. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0480C, the building and proposed parking are located in Zone X(Area of Minimal Flood Hazard). Nutrient Anal,� As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Construction Recommendations: Runoff and/or any water generated by short-term dewatering during construction will be contained on-site. However, there is some potential for transport of sediment to off-site areas should heavy rainfall occur. In order to reduce the potential of any off-site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence around the perimeter of the proposed project until site work has been completed and the site has been stabilized. on 1�cionc: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off-site and should have no impact on off-site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. Advanced RV Center No. 2018-040 Drainage Calculations 0 Basin Information For: Total Basin Area Native Area WeNand Buffer / Preserve To[al Basin Area (water quality) Impervious Area RooflineBldg. Wetland Lakes PavemenUSidewalk To[al Impervious Area Pervious Area Dry Preheahnent Green Total Pervious Area Percent Impervious Adjusted Soil Storage Calculated SCS Curve Number Time of Concentration i�/illa►nsoai Catttic Compano 13raht�i��n Caro��sh Water Qualitv Calculation 1/2" Pre[reahnen[ x Pazking Area 1" trea[ment x Project Area Runoff from 2.5"x % net Impervious - SFWMD criteria Required Water Qualiry Volume Lnpaired Water body mulriplier Adjusted Required Water Quality Volume 0.5 Water quality stage (0.0801981494413408 ac-ft) Water Quality Stage lAI ac U.OU ac O.UII ac lA! ac 0.1I ac OAO ac 0.0U ac U.til ac 0.72 ac U. I S ac 0. I I ac 029 ac 71.1 % 0.19 in q2 10.00 min 0.04 0.08 0.14 O.14 L13 0.16 24.54 24.85 ac-ft ac-ft ac-ft ac-ft 75* l.5 ac-ft ft-NGVD ft-NGVD 5/25/2021 F:12020-046 Williamson Car Wash\04-Calcs�2020-046 site info 20210525.xis Stage Storage Calculations for Basin Willamson Cattle Companv Brahman Carwash „. � �' � _"#”' r'�'�t� A _ w � .- �>��€�� :..+ ..� �� '��'� �jj�r.� � A[ ! ! ��y ij^'� ��'_ '++� f � `t � � �� i'�� f � � ' ;, � �. � �s�� . � '� `�"`� � ' :. � �� f �' `� �; . �. y � t , �„� . � ,�. ' � ,� �! �'. �� T � �.�y ' � �. � ' } , ;s 'R�1 �i ��';� . �� Brahman Car Wash �� _� � � � ' ` +r2�� i = . _ �� "�r. - .j :� �-�—M ��. - � i ��-�� .i �" � �`�' �-'"rt''"� � ..� `;� . 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M :� �, s. c,,,,+ 80°49'31"W 27°13'25"N -' I.�,VVV 0 250 500 1,000 1,500 2,000 Legend SEE FIS REPORT FOR DEfAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD Without Base Flood Elevation (BFE) Zone A, V A99 With BFE or Depth zonc aE, ao. aH. ve aR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Area of 1% annual chance flood with average depth less than one foot or with drainag areas of less than one square mile �•-,; Future Conditions 1% Annual Chance Flood Hazard z„��< x Area with Reduced Flood Risk due to Levee. See Notes. �o,�,� x Area with Flood Risk due to Leveez,�„� o NO SCREEN Area of Minimal Flood Hazard �„�� x Q Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard z� :< GENERAL ---' Channel, Culvert, or Storm Sewer STRUCTURES i i � i i i i Levee. Dike, or Floodwall B 20'2 Cross Sections with 1% Annual Chance ��•5 Water Surface Elevation a - - - Coastal Transect �-s�i� Base Flood Elevation Line (BFE) � Limit of Study Jurisdiction Boundary -- --- Coastal Transect Baseline OTHER _ - profile Baseline FEATURES Hydrographic feature MAP PANELS � Digital Data Available N No Digital Data Available � Unmapped The pin displayed on the map is an approximatf point selected by the use� and does not represe an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 4/30/2021 at 6.10 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. � � S 516720 27° 13'41"N �— �e � a �- 8 � � C� � J� �3 ';,_ I..� � � � t� . � � t ' � F N 7 C � < N Hydrologic Soil Group—Okeechobee County, Florida (Brahman Carwash) 516740 516750 5167� 516770 5167� .�� _ F �, � � � � � � _ , � i � .. .. . _ .4 _ .. �. � �+ ° . � � i ��` '�`' �� ' �� Y. • . ^�... —.__�i , . . ; -- �� . � . ' 516790 516800 51fi810 51�20 516�30 � � � � � � 11 � a � � 516840 Q �� 27° 13' 41" N _ � � —� O r � � � � 98 _ t25 � T � �A� _ - �. . . "S.: . ��iXa. _ _ ....i\ � �...� .' _. _•- " � .. .. � -..- .. . . . ._ . ._.. .- .. ". _'__�Y'/�:::�ii . - . . ... - ' -."—__ _ . — " __- � ._- __ ___"—"_ _'._ .- .- ._ _- . _ __-_. - _ — . _. O� 'f� I _ _ _ _ _-_ _ ... - r M ' �' � � � � �, � � Soil Map may no�t be'valid'��a�t�this,se:ale : • - z�� i� 3e" N �3 � � I � I I � I �� I I �� I 516720 516730 516740 516750 5167E0 516770 516780 516790 51�00 516810 516820 516'S30 3 � Map Scale: 1:575 if printed on A landscape (11" x 8.5") sheet. � Meters � N 0 5 to 20 30 � Feet 0 25 50 100 150 Map projection: Web Merrator Comer coordinates: WC�.S84 Edge tla: UTM Zone 17N WG584 usDn Natural Resources Web Soil Survey � Conservation Service National Cooperative Soil Survey � _ � � _ � ( M II �j 27° 13' 38" N 516840 3 � $ � 4/27/2021 Page 1 of 4 Hydrologic Soil Group—Okeechobee County, Florida (Brahman Carwash) MAPLEGEND Area of Interest (AOI) � Area of Interest (AOI) Soils Soil Rating Polygons � A � A/D 0 B Q B/D � C Q C/D � D 0 Not rated or not available Soil Rating Lines w r A • r A/D ,r�r B ,� B/D r r C � r C/D . r D r r Not rated or not available Soil Rating Points � A � A/D ■ B e B�o � � 0 C/D 0 D 0 Not rated or not available Water Features Streams and Canals Transportation �.+.i. Rails .ar Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDn Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soii Group—Okeechobee County, Florida Hydrologic Soil Group Map unit symbol 11 Map unit name Immokalee fine sand, 0 B/D to 2 percent slopes Totals for Area of Interest Description Rating Brahman Carwash Acres in AOI I Percent of AOI 1.3 100.0% -- — --�-- -- 1.3 ' 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff.• None Specified USDn Natural Resources Web Soil Survey 4/27/2021 �� Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Okeechobee County, Florida Tie-break Rule: Higher Brahman Carwash USp,� Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 4 of 4 3 iV � � � si �Tzo 27° 13'41"N �— � 516730 i� ; 0 �- . � 8 � � � � � +1` I: ii$ � � � � Depth to Water Table—Okeechobee County, Florida (Brahman Carwash) 516740 5167� 516760 516770 5167R� 516790 516E�0 � � � �� s � u�_ � K � - �� .� g t _ � � �_ �; .� � .� �w�.�. �_..�.� � : _ _ �. �. _ �. ��,. M- � �� 11 .� '�� 51�10 516820 5'16�?0 � � � � ;� �� z a.,�, __ e,�� . ��'�.'!�'�iyy i2'p' 4 �. �::.�il_. C ��-..a. . � . ` -. �:.#�+'6� w�.k, ' � � x I, �-,. ��_a — �.., ' I � Gu'JIWIJGi -- Q —.. ..�J�—_ .--- .. . _ . .- . ._...__. _ .. . . . --_. _ -- -- - � --�� ---�-. __._... ----- - - —-- -�--- - - - � � � . . . � - - - � �; - -.� _� � , ,� +� � Si il Ma;p may no�t be::valud,�a"�t:-ttiis `scale�: - - 27° 13' 38" N c4i � - � � � � � —� � �� I �� 516T2J 516730 516740 516750 5167fi0 516770 5�678� 516790 516�0 516610 5163�0 516X'.0 3 � Map Scale: 1:575 if printed on A landscape (11" x 8.5") sheet. m N Meters 0 5 10 20 30 � Feet 0 25 50 100 150 Nlap projecction: Web Nlerrator Comer coordinates: WGS84 Edge tics: UTM Zone llN WGS84 us�t� Natural Resources Web Soil Survey � Conservation Service National Cooperative Soil Survey 3 h � � 516940 Q � 27° 13' 41" N _� 0 _� 8 _� — � � _� � � _� _� I. .._ ..._ P, I �j 27° 13' 38" N 516840 3 a $ � 4/27/2021 Page 1 of 3 Depth to Water Table—Okeechobee County, Florida (Brahman Carwash) MAP LEGEND Area of Interest (A01) ; � Area of Interest (AOI) Soils Soil Rating Polygons 0 o-z5 � 25 - 50 � 50 - 100 � 100-150 Q 150 - 200 Q > 200 Q Not rated or not available Soil Rating Lines re! 0 - 25 R M 25 - 50 .. so-ioo n �+ 100 -150 ,.;�. i 50 - 200 ,�,• > 200 K r Not rated or not available Soil Rating Points � o-2s p 2s - so � 50 - 100 � �oo-�so p � so - 200 � > 200 0 Not rated or not available Water Features Streams and Canals Transportation � Rails �-w.. Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDn Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Water Table—Okeechobee County, Florida Depth to Water Table Map unit symbol Map unit name Rating (centimeters) Acres in AOI 11 Immokalee fine sand, 0 31 to 2 percent slopes ! Totals for Area of Interest Description Brahman Carwash Percent of AOI 1.3 100.0% 1.3 100.0% "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A"representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.� None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December US6a Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 3 of 3 3 � � 516720 27° 13'41"N �—. �■ � 0 � �—_ 8 � � �S � d• � '� � � � ' � � . — 2IS � � 516730 � Depth to Any Soil Restrictive Layer—Okeechobee County, Florida (Brahman Carwash) 516740 516750 516760 516TI0 5167� 516T30 5'I6800 516810 516820 51fift30 � .�t, � � � �� j � � � � � � � �`'► � t , . � ; �� ' �ry � } � F �� , - � � _� ��. .� �� _ - .:.-�i e- .. t �7 . t� � �� '�..�_;. •r A .. , � ,., y :'� 'td :_.. - . . � - ' _ ` �- "�". �.: '_ ' __ ��" . _ � .� � T ..e ..,� . '�h':... . . ..s4.? �.'. wf.+ _ ._ . .. ... . . � Y� _'_ '—_—..._�--'_"___'___=_"��._..._ : ' . ...._. .�. ��_. s�.�:a____ ... "_-� _._' - - ._ [�]YRilSllriS � _ . __ .. ._ .. - _.. _. .... . ___ ___ __. _. _ . _ . -[� � � +*�t �,'' ,., C x � � � � � Sqil Ma,p may n��be valud�aif-:thus,seale.� .. p � - 27° 13'38.'N �� I..• I I r 5�6720 516730 516740 516750 516760 3 L; � � � � � � � � 516770 5�6780 516790 516800 516810 516820 516830 � Map Scale: 1:575 if printed on A landscape (il" x 8.5') sheet. Meters � N 0 5 10 20 30 � Feet 0 25 50 100 150 Map projecbon: Web Mettator Comer coordinates: WG584 Edge tics: UTM Zone 17N WC',584 us�n Natural Resources Web Soil Survey � Conservation Service National Cooperative Soil Survey 3 h � S 576940 Q — � 27' 13' 41" N � a _� 8 n — � � _ � 98 ttl — � � _ � �. _ � —_.._- cl5 —� I �j 27° 13' 38" N 51fi840 3 a $ � 4/27/2021 Page 1 of 3 Depth to Any Soil Restrictive Layer—Okeechobee County, Florida (Brahman Carwash) MAP LEGEND Area of Interest (AO1) �: � Area of Interest (AOI) Soils Soil Rating Polygons 0 o-2s � 25 - 50 � 50 - 100 � 100 - 150 � 150 - 200 Q > 200 � Not rated or not available Soil Rating Lines ,�.w 0 - 25 ► r 25-50 r e 50 - 100 , � �00-750 ,�� 150 - 200 ,,.�,r > 200 �� Not rated or not available Soil Rating Points � 0-25 0 25-50 p so-ioo 0 ioo-�so � 150 - 200 � > 200 0 Not rated or not available Water Features Streams and Canals Transportation � Rails ,-k� Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USD� Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Any Soil Restrictive Layer—Okeechobee County, Florida Depth to Any Soil Restrictive Layer Map unit symbol Map unit name Rating (centimeters) Acres in AOI 11 � Immokalee fine sand, 0!>200 1.3 '' to 2 percent slopes Totals for Area of Interest 1.3 i Description A"restrictive layer" is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers, and frozen layers. This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type, the depth to the shallowest one is presented. If no restrictive layer is described in a map unit, it is represented by the "greater than 200" depth class. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A"representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.� None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Brahman Carwash Percent of AOI 100.0% 100.0% USDn Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 3 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR ___= Basins ________________________________________-------------------_______=------ Name: Onsite Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.100 Curve Number: 92.00 DCiA(%): 65.00 Node: Onsite Status: Onsite Type: SCS Unit Hydrograph CN Peaking Factor: 256.0 Storm �uration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ___= Nodes ___________________________________________________________________---------- Name: Offsite Base Flow(cfs): 0.000 Group: BASE Type: Time/Stage Time(hrs) Stage(ft) 0.00 23.000 72.00 23.000 125.00 23.000 500.00 23.000 Name: Onsite Base Plow(cfs): 0.000 Group: BASE Type: Stage/Volume 0.00 Stage(ft) Volume(af) 23.000 0.0000 24.500 0.0900 25.000 0.2400 25.500 0.5500 26.000 1.0300 26.500 1.5800 27.000 2.1400 27.500 2.6900 28.000 3.2500 Init Stage(ft): 23.000 Warn Stage(ft): 25.000 Init Stage(ft): 23.000 Warn Stage(ft): 25.000 ___= Drop Structures =-------------------_--------_____------_____-----____------ Name: CS-1 From Node: Onsite Group: BASE To Node: Offsite UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 18.00 18.00 Rise(in): 18.00 18.00 Invert(ft): 20.500 20.500 Manning's N: 0.025000 0.025000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure CS-1 *** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 24.00 Rise(in): 36.00 *** Weir 2 of 2 for Drop Structure CS-1 *** Length(ft): 50.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: None �ntrance Loss Coef: 0.500 Exit Loss Coef: 0.900 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 25.100 Control Elev(ft): 25.100 TABLE Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span(in): 3.00 Rise(in): 3.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coet: 0.600 Invert(ft): 23.000 Control Elev(ft): 23.000 TABLE ___= Weirs ________________________________________-----------------------------___ Name: Group: BASE Flow: Both Type: Horizontal Span(in): 0.00 Rise(in): 0.00 Invert(ft): 0.000 Control Elevation(ft): 0.000 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 TABLE ___= Breaches __________________________________________________________------------___ Name: Group: BASE Bottom Width(ft): 0.00 Left Side Slope(h/v): 0.00 Right Side Slope(h/v): 0.00 Bottom Breach Elev(ft): 0.000 Top Breach Elev(ft): 0.000 From Node: To Node: Count: 1 Geometry: Circular From Node: Count: 1 To Node: Flow: Both Water Surface Elev(ft): 0.000 Breach Duration(hrs): 0.00 Power Coef: 0.00 Weir Discharge Coef: 0.000 ---------------------------------------- ___= Hydrology Simulations __________________________________________----------________ Name: 100YR3D Filename: F:\2020-046 Williamson Car Wash\04-Calcs\ICPR\sims\100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) 50.000 10.00 100.000 5.00 Name: 10YR1D Filename: F:\2020-046 Williamson Car Wash\04-Calcs\ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 7_4.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) 10.000 10.00 24.000 5.00 100.000 10.00 Name: 25YR3D Filename: F:\2020-046 Williamson Car Wash\04-Calcs\ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) OO 2002 Streamline Technologies, Inc. Page 2 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR 50.000 10.00 100.000 5.00 900.000 10.00 ------------------------------------------ ___= Routing Simulations _________________________________________________________________ Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2020-096 Williamson Car Wash\04-Calcs\ICPR\sims\100YR3D.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta 2 Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Bounclary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- ----- — ----- 50.000 120.000 100.000 120.000 Group Run BASE Yes Name: 10YR1D Hydrology Sim: 10YR1D Filename: F:\2020-046 Williamson Car Wash\04-Calcs\ICPR\sims\10YR1D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ----------- ------------- 10.000 120.000 24.000 120.000 100.000 120.000 Group Run ------------ --- BASE Yes Name: 25YR3D Hydrology Sim: 25YR3D Filename: F:\2020-096 Williamson Car Wash\04-Calcs\ICPR\sims\25YR3D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta 7,(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 400.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ---------- ------------ 50.000 120.000 100.000 120.000 400.000 17_0.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 3 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Basin Summary Report for AdICPR Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall rile: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Ared (aC) : 1. 100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (%): 65.000 Time Max (hrs): 60.02 Elow Max (cfs): 4.860 Runoff Volume (in): 9.591 Runoff Volume (ft3): 38297.645 Basin Name: Onsite Group Name: BASE Simu].ation: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (%): 65.000 Time Max (hrs): 1?_.04 Flow Max (cfs): 3.213 Runoff Volume (in): 4.615 Runoff Volume (ft3): 18926.466 Basin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac) : 1 .100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (o): 65.000 Time Max (hrs): 60.02 Elow Max (cfs): 9.369 Runoff Volume (in): 8.594 Runoff Volume (ft3): 34316.216 Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 1 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Node Maximum Report for AdICPR Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Name Group Simulation Stage Stage Stage Staqe Area Inflo�a Inflow Outflow hrs ft ft ft ft2 hrs cfs hrs Offsite BASE 100YR3D 0.00 73.000 25.000 0.0000 0 0.00 0.000 0.00 Onsite BASE 100YR3D 73.01 25.849 25.000 0.0050 41708 60.00 9.836 0.00 Offsite BASE 10YR1D 0.00 23.000 25.000 0.0000 0 13.57 0.308 0.00 Onsite BASE 10YR1D 13.57 24.829 25.000 0.0050 15857 12.00 3.132 13.57 Offsi.te BASE 25YR3D 0.00 7_3.000 25.000 0.0000 0 62.09 0.328 0.00 Onsite BASE 25YR3D 62.09 25.063 25.000 0.0050 21854 60.00 9.355 62.09 Interconnected Channel and Pond Routing Model (ICPR) OO 2002 Streamline Technologies, Inc. Page 1 of 1 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Link Maximum Report for AdICPR Max Time Name Group Simulation Flow hrs CS-1 BASE 100YR3D 0.00 CS-1 BAS� 10YR1D 13.57 CS-1 BASE 25YR3D 62.09 Max Max Max Time Max Max Time Max Flow Delta Q OS Stage US Staqe DS Stage DS Stage cfs cfs hrs ft hrs ft 0.000 0.000 0.00 0.000 0.00 0.000 0.308 -0.002 13.57 24.829 D.00 23.000 0.328 -0.002 62.09 25.063 0.00 23.000 Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 1 c Complete Report (not including cost) Ver 4.3.2 Project: Brahman Car Wash Date: 4/30/2021 4:23:53 PM Site and Catchment Information Analysis: Net Improvement Catchment Name Rainfall Zone Annual Mean Rainfall Onsite Florida Zone 2 51.00 Pre-Condition Landuse Information Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Nitrogen EMC (mg/1) Phosphorus EMC (mg/1) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) Groundwater P (kg/yr) Nitrogen Loading (kg/yr) Phosphorus Loading (kg/yr) Post-Condition Landuse Information High-Intensity Commercial: TN=2.40 TP=0.345 1.10 0.81 100.00 100.00 2.400 0.345 3.782 0.000 0.000 11.192 1.609 Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Wet Pond Area (ac) Nitrogen EMC (mg/1) Phosphorus EMC (mg/1) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) High-Intensity Commercial: TN=2.40 TP=0.345 1.10 0.67 95.00 65.00 0.00 2.400 0.345 3.118 0.000 Groundwater P (kg/yr) 0.000 Nitrogen Loading (kg/yr) 9.227 Phosphorus Loading (kg/yr) 1.326 Catchment Number: 1 Name: Onsite Project: Brahman Car Wash Date: 4/30/2021 None Design Watershed Characteristics Catchment Area (acres) 1.10 Contributing Area (acres) 1.100 Non-DCIA Curve Number 95.00 DCIA Percent 65.00 Rainfall Zone Florida Zone 2 Rainfall (in) 51.00 Surface Water Discharge Required TN Treatment Efficiency (%) Provided TN Treatment Efficiency (%) Required TP Treatment Efficiency (%) Provided TP Treatment Efficiency (%) Media Mix Information Type of Media Mix Not Specified Media N Reduction (%) 0.000 Media P Reduction (%) 0.000 Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) 0.000 TN Mass Load (kg/yr) 0.000 TN Concentration (mg/L) 0.000 TP Mass Load (kg/yr) 0.000 TP Concentration (mg/L) 0.000 Load Diagram for None (stand-alone) 0 Load Treatment N: 9.23 kg/yr —� N: % � P: 1.33 kg/yr P: % Mass Reduction � N: 0.00 kg/yr P: 0.00 kg/yr Load Diagram for None ( As Used In Routing) Upstream Nodes None Surface Discharge N: 9.23 kg/yr P: 1.33 kg/yr Mass Discharged N: 9.23 kg/yr P: 1.33 kg/yr Q: 3.12 ac-ft Load Treatment N: 9.23 kg/yr � N: 0.0 % � P: 1.33 kg/yr p: 0.0 % Q: 3.12 ac-ft � Mass Removed N: 0.00 kg/yr P: 0.00 kg/yr Summary Treatment Report Version: 4.3.2 Project: Brahman Car Wash Analysis Type: Net Improvement BMP Types: Catchment 1 - (Onsite) None Based on % removal values to the nearest percent Total nitrogen target removal met? Yes Total phosphorus target removal met? Yes Summary Report Nitrogen Surface Water Discharge Total N pre load Total N post load Target N load reduction Target N discharge load Date:4/30/2021 Routing Summary Catchment 1 Routed to Outlet 11.19 kg/yr 9.23 kg/yr % 11.19 kg/yr Percent N load reduction % Provided N discharge load 9.23 kg/yr 20.35 lb/yr Provided N load removed kg/yr lb/yr Phosphorus Surface Water Discharge Total P pre load Total P post load Target P load reduction Target P discharge load Percent P load reduction Provided P discharge load Provided P load removed 1.609 kg/yr 1.326 kg/yr % 1.609 kg/yr % 1.326 kg/yr kg/yr 2.92 lb/yr lb/yr Okeechobee County Water Management Report Proposed Site Improvements for Williamson Cattle Company Okeechobee County, FL Prepared Apri12021 ; � : �' i ` " $° R�.� �`° � �� ' _ I � � By Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering 1062 Jakes Way Okeechobee, FL 34974 ! e E : � � sr�� , .. ', \.�� > >. -:y A ` .b� '� � teveri L. i�bs � � a ,�,�t J11�l� ?_ 1 20%1' _ - . <__ �-,;_ 4$134 , � , ,; 4,> SLD Engin�ring =� � ,�' , : � �� u �. Pureose: The purpose of this report is to provide Okeechobee County with the calculations and documentation necessary to demonstrate the proposed surface water management system complies with state and local criteria. Existing Condition Description: The site is approximately 1.01 acres in size and is a portion of parcel Block 29 (Parcel ID: 3-28-37-35-0050-00290-0010) located at South Parrot Ave. between SW 16TH Street, SW 17t" Street, and SW 2"d Ave., South of Okeechobee. The historic discharge is through an existing drainage system on the west portion of the site through a series of catch basin structures to the north. The Soils Report for Okeechobee County identifies the soil as Immokalee Fine Sand with 0 to 2% slopes. This soil has a Hydrologic Soil Group rating of B/D on the smaller north portion which is poorly drained in the natural state and moderately drained developed. The soils report also indicates the wet season water table is approximately 1' below natural ground. ProRosed Use: The owner proposes construction of an 0.61-acre driveway, road pavement, and paved parking area for a carwash building of 0.11-acre area. In addition, a proposed pavement striping for parking stalls on existing pavement at the north area of the site. To control the run-off produced by the improvements a proposed dry detention will be used to collect the runoff from the improvements by inlet drainage and pipe to the dry detention area to be controlled and delivered to existing drainage system. Drainage Considerations: To attenuate the increased run-off generated by the proposed improvements and to ensure that water quality standards are met, we propose to pass all drainage from the pavement area through a dry detention system, which will overflow into the existing drainage system. The dry detention basin is a S-133 basin which is controlled at 13.5 NGVD `29. The control elevation far the project will be the wet season water table established with the previous development of 14.5 NGVD `29. Allowable discharge for the 5-133 basin is 15.6 CSM for the 25 year— 3 day event: Q= 15.6 cfs per square mile * A/ 640 Q= 15.6 cfs per square mile * 4.10 / 640 = 0.03 cfs A. Water Quality Water quality treatment is provided by dry detention. Since the proposed water quality system is dry detention for the project, the volume of water quality required since this project discharge into an existing drainage system and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is see table below. Based on the attached stage storage spreadsheet, the water quality volume see table below is met at elevation see table below. Total water quality required for 150% of the water quality volume is 0.16 ac-ft, however 1.03 ac-ft is provided in dry detention. Water Oualitv Table Basin WQ Votume Required Elevation WQ Volume Met WQ Volume Provided Ac-Ft Ac-Ft Onsite 0.16 24.73 8 .(1�; B. Water Quantity This project is located in the 5-133 which discharges ultimately into Lake Okeechobee through S-133 out of the rim canal. The allowable peak discharge rate in this basin is 15.6 CSM. The allowable peak discharge rate for this project, based on the 25-year, 72-hour storm event was calculated and shown below. The actual maximum discharge rate for the 10-year, 72-hour storm event was calculated and shown below, which is within tolerance of the maximum allowable peak rate. To demonstrate conformance to this criterion, the proposed project was flood-routed using AdICPR. Allowable Dischar e Modeled Dischar e Meets Criteria Onsite 0.03 CFS U.328 No, but minimum bleeder The 10-year, 24-hour storm (5.0") w/ discharge, the 25 year, 72 hour storm (9") w/ discharge, and the 100 year, 72 hour storm (10") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing inpudoutput parameters. A summary of the flood routings for the Lake Node in each Phase is provided as follows: 10 Year. 24 Hr. Storm (5•0„1 Peak Stage Peak Rate (ft-NGVD'29) (cfs) 25 Year. 72 hr. Storm (9•0„1 Peak Stage Peak Rate (ft- (cfs) NGVD'29) 100 Year. 72 Hr. Storm (10•0„1 Peak Stage (ft- NGVD'29) Onsite �-�.�3 l3.308 2ti.�15 O..i2�d 26.00 Water Use: The proposed potable water and wastewater for the project will be provided by Okeechobee Utility Authority. There has been no Consumptive Water Use permit issued nor applied for this project. There are no existing wells onsite. Off-Site Drainage: There is no offsite flow onto this property. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0480C, the building and proposed parking are located in Zone X(Area of Minimal Flood Hazard). Nutrient Analvsis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Constr�ction Recommendations: Runoff and/or any water generated by short-term dewatering during construction will be contained on-site. However, there is some potential for transport of sediment to off-site areas should heavy rainfall occur. In order to reduce the potential of any off-site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence around the perimeter of the proposed project until site work has been completed and the site has been stabilized. Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off-site and should have no impact on off-site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. Advanced RV Center No. 2018-040 Drainage Calculations Basin Information For: Total Basin Area Native Area Wetland Buffer / Preserve Total Basin Area (water quality) Impervious Area RooflineBldg. Wetland Lakes PavemenUSidewalk To[al Impervious Area Pervious Area Dry Pretreatment Green Total Pervious Area Percent Impervious Adjusted Soil Storage Calculated SCS Curve Number Time of Concentration �I�li➢111SQ)7] �i9iQ��' �Om91�1�89}' �'i'i1�11172DY1 �'ill"GM1'ilti�i Water Qualitv Calculation 1/2" Preheatment x Parl:ing Area 1" treatment x Project Area Runoff from 2.5"x % net Impervious - SFWMD criteria Required Water Quality Volume Impaired Water body multiplier Adjusted Required Water Quality Volume 0.5 Water quality stage (0.0801981494413408 ac-ft) Water Quality Stage L01 ac u.uu ac u.uu ac l.Ul ac U.I I ac O.UU ac 0.011 ac II.61 ac 0.72 ac U.IS ac II.I I ac 0.29 ac 71.1% 0.19 in q2 10.00 min o.oa 0.08 0.14 0.14 1.13 016 24.54 24.85 ac-ft ac-ft ac-ft ao-8 75*1.5 ac-ft ft-NGVD ft-NGVD 5/25/2021 F:�2020-046 Wlliamson Car Wash\04-Calcs�2020-046 site info 20210525.x1s Sta�e Storage Calculations for Basin Willamson Cattle Companv Brahman Carwash Brahman Car Wash F, . , �� .� ' ��tEs � "'w�� s'<. � �`� ,� ., ° ` _'"�� '� �,� �` * �r �`s �,,,;t r � =-�f t "'�`. �a ,�;��. � ;: � ,�" .. .._ i�+� � � � - � � ` � �'�L'n``�� ? 4""'!�- � , . . � ,� i��.�� -,+,� "f� _ � � i �, i� ,�'`.. � ' r—'4art.�4, � � .;,/ ' r L r ,�a . � �.c`',-� . _ +, : , � J� �; ,�w , �� . � . � � L�;, . •, • � ��-�. • , � � � . ` ,t �� . 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A99 With BFE or Depth zor,e ae, ao nH ve aR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Area of 1% annual chance flood with average depth less than one foot or with drainag areas of less than one square mile z;,�� ; Future Conditions 1% Annual Chance Flood Hazard �o��< � Area with Reduced Flood Risk due to Levee. See Notes. �o�,�. x Area with Flood Risk due to Leveez�� NO SCREEN Area of Minimal Flood Hazard �� x Q Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard �� ,,. GENERAL ---' Channel, Culvert, or Storm Sewer STRUCTURES I I I 1 1 1 1 Levee, Dike, or Floodwall B Z��Z Cross Sections with 1%Annual Chance ��•5 Water Surface Elevation e - - - Coastal Transect �s+3— Base Flood Elevation Line (BFE) �-� Limit of Study Jurisdiction Boundary -- --- Coastal Transect Baseline OTHER _ — profile Baseline FEATURES Hydrographic Feature MAP PANELS 0 Digital Data Available N No Digital Data Available � Unmapped The pin displayed on the map is an approximat< point selected by the user and does not represe an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA'S basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on d/30/2021 at G:10 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one oi more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Z Q � N OZLLlOE OlLLlOE O�LlLOE O�llOE C89110E OL9ll0E M,Lb,64 a08 � � � � � � � — /�, Z � � �«� �. �� M,Lb ,6b d19 i _ � � �— _ N 7tl — ia — �, - . .,.. .._ ' :��.��..;-, � � s � � � �,� � � j� � � 0 � � � � � N .� O O N � � � N V c0 a � �— � O � { N � � >. �� T o � Z � � —� ' �, �— �n � i N N _ � � � 0 � � . Z c� U � � � Y U p � ... — � p c g � P , � � � m I � � — � .$��.} +r� ° j � '� � o 3 m __•._..._.. . . S'i5'�Y^� *��z: ''� ' , I., � �i o t U �m � � � � o 'i �� o cn op � � � � � z U ko — � ��', — �O N O ~ � N � _ +a � . ��:` 'I -;..i�,- '� � � p � i'p — " � "� !'', �MIMt"+ �; :�'_ to �j a�i �n �. . ,. � . .I �n � � 8 � -•w �j v in � '� p � � �� ,�V X � ..Y:',� ��, � '��' ti C S � � �—., 4 � :_ — � � x �j. +J �n $G i� �}j p N � � � 'O N � Ym � �� a � � . ti � � o � ._ S • r > � � ._ � � _ � � @ � � ii1 . �'r�• ' j . . - N � � � � N U t .,. . o�� ^ 3 y •� �f ' � � � ` a �n ��,1 ti � 4 � � „ 3 � � "Y+�'�,r, „� , ry c - �,,. , . . . , .' ^ . C _ � c7S � v�i o �— ._ _,__... - CW� - � �' ; ._._ .._ . co N '— � _.. ---.:..__. .. __ .._....__..... -- +-� � . : — ---_. . !S � a a � a0 � �� N � o o � � N — � c o- .�. , ia o I tn z Q Z U � ^I I � I � �� I i M „ZS bb o09 � _. . � �'. I ...�•! _.. � M „ZS ,6b �OB C OZLllOE OLLLIOB ODLLLOE O�llOE � �9llC£ OL9lt0E 093L10E P 9110E 079LLOE ��' �s z z a � ry N Hydrologic Soil Group—Okeechobee County, Florida (Brahman Carwash) MAPLEGEND Area of Interest (A01) i � Area of Interest (AOI) Soils Soil Rating Polygons � A � A/D 0 g Q B/D 0 C 0 C/D � D 0 Not rated or not available Soil Rating Lines r r A •. ♦ A/D ,.w,+ B ,�.� B/D �.,� C . R C/D r ,.fi D . r Not rated or not available Soil Rating Points � A � A/D ■ B � B/D 0 C 0 C/D 0 D � Not rated or not available Water Features Streams and Canals Transportation �..� Rails ,.,,r Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. uS�A Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Okeechobee County, Florida Hydrologic Soil Group Map unit symbol � Map unit name 11 Immokalee fine sand, 0 I B/D _ to 2 percent slopes I Totals for Area of Interest Description Rating Brahman Carwash Acres in AOI I Percent of AOI I 1.3 ' 100.0% 1.3 I 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff.� None Specified USpa Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Okeechobee County, Florida Tie-break Rule: Higher Brahman Carwash USDn Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 4 of 4 3 � � � � eisTzo 27° 1i41"N �—.I� � sisro „� 0 �- ,. 8 � ^ � � �— k � : � � � � � Depth to Water Table—Okeechobee County, Florida (Brahman Carwash) 516740 5167�J 5167fi0 516770 516787 516790 51�0 #� � � � � � � si� t _ . �; � � �,, _� : �� .��; -�� .��. �_,� � �_ ., �� - �� a � 11 516610 516820 51683� � � � � i � ,-...-.�,.�.�;:K:+ - : vs„�dr.e- :. �s�+�' �-- � _ _ _ _ _ _ __---- � _ . ---- _ - - -- _R� - — - — � � I k , � � � � S�il Map may n�be vahcli,a'f,this»seale-- - � � 27° 13' 38" N�j I =c Tw I I � I � I I � � � 516720 516730 516740 5167`..0 5167fi0 516770 516780 516790 5168�0 51fi810 516ffi0 516830 3 � Nlap Scale: 1:575 if printed on A landscape (11" x 8.5") sheet. � Meters � N 0 5 to ZO 30 /V � 0 25 50 100 150 Map projection: Web Mercator Comer coordinates: W�S84 Edge tics: UTM Zone 17N WGS&3 usDn Natural Resources Web Soil Survey � Conservation Service National Cooperative Soil Survey 3 v � � 516840 � � 27° 13' 41" N _� _� � g � _� _� � _� � _� � _� I-_-._.__ � I �j 27° 13' 36" N 516640 3 � � 4/27/2021 Page 1 of 3 Depth to Water Table--0keechobee County, Florida (Brahman Carv✓ash) MAPLEGEND Area of Interest (A01) ;_� Area of Interest (AOI) Soils Soil Rating Polygons 0 o-zs � 25-50 � 50 - 100 Q 100 - 150 Q 150 - 200 Q > 200 Q Not rated or not available Soil Rating Lines ,...,� 0 - 25 r r 25 - 50 , • 50 - 100 s r 100-150 .� �50-2oa ,�,� > 200 � r Not rated or not available Soii Rating Points � 0-25 0 25-50 0 50 - 100 0 100 - 150 � �so-2oo � > 200 � Not rated or not available Water Features Streams and Canals Transportation � Rails ,..� Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, F►orida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Us�fr Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Water Table—Okeechobee County, Florida Depth to Water Table Map unit symbol ift Map unit name Rating (centimeters) Immokalee fine sand, 0 31 to 2 percent siopes -- --- ---� — - _ _ Totals for Area of Interest Description Brahman Carwash Acres in AOI I Percent of AOI 1.3 ! 100.0% 1.3 I --- -- 100.0% "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A"representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.� None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December USDa Natural Resources � Conservation Service Web Soil Survey National Cooperative Soil Survey 4/27/2021 Page 3 of 3 Z Z < r�i _ � � � OZLlLOE OILLIAE OOLLlOE O�lLOE CE9lL0E OL9Ll0E O�IIAE 059110E 079110E M,Lb,6b o09 � � � � � � � � � M,1b.64 008 liI �— — � N M � � � f! ,� �,i ... .,. .. _ .. � .....: _ . —. � g .�:4j,�Js„��ii 4 �� . .� r. U � Mt � 4}� 0 — . � . .� . — i0 � � � ' ?:� ��. . � �'dA. �— ' 3� '�i� � � ' il� : - �, ffi— � � ��,'' ' ffi " � ,��x:' � � � �:- �, � � ;' �+�;�� I LLQ � ' �4 +' Q T i8 � 76 � �n . ' . ,oy ' I �n 7 .'� ��: , � V � ti ti � l r M N w O O N � r � N � V a ✓` N �' . ..�1� }� � . Z Q � � V � �— N _ � � L in �n _ N tq >' O Y fp 4% (n I� c'n .> � �` C � � �i � �t . ��. �, ., 0 � J c6 � _ . .N ' i .�1y � ' � _ � fn p_ I � � � � � L � . . . ...... ' � ' , `R � ` ��{��'q� `} .. � Wr. � , m� u� `��. I I C..) U m N ��j . il+r' . � -% �'4� �� f II � � � � i . Y„ .� P�A ,;.,.,•,4 efC� y N v ' � � C � � N f0 o i Z o � — _ �! j — � � � � � � T ° i p � ' i'� .. � � 35 a� ..�... � � �� ' q v4� n �+ w N c�o — tl$M+ . ."a-- K Y�, w � u� a. i � � D 4Y n� .. 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I .. �� v1 z � Z U � �� ,..= I � !� ` _ - . � ,.. �'� , li I '� .,.� � � nn „zs ,� �oa � u� �I OlLtl-0E OOL6106 O�LlOE 089160E OL9lLCE 0�6610E 099L10E OV9lL0E �i1' z � Depth to Any Soil Restrictive Layer—Okeechobee County, Florida (Brahman Carwash) MAP LEGEND Area of Interest (A01) ,`� Area of Interest (AOI) Soils Soil Rating Polygons 0 o-zs 0 2s-so 0 so-�oo � 100 - 150 � 150 - 200 Q > 200 � Not rated or not available Soil Rating Lines sv 0-25 � r 25 - 50 . . 50-ioo � r 100 - 150 ,..� �50-200 ,.� > 200 �� Not rated or not available Soil Rating Points � 0-25 0 25 - 50 p ao-ioo 0 100 - 150 � � 50 - 200 � > zoo 0 Not rated or not available Water Features Streams and Canals Transportation � Rails ,� Interstate Highways US Rautes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 18, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 25, 2019—Jan 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 4/27/2021 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Any Soil Restrictive Layer—Okeechobee County, Florida Depth to Any Soil Restrictive Layer Map unit symbol Map unit name Rating (centimeters) Acres in AOI �, 11 Immokalee fine sand, 0 >200 ' to 2 percent slopes , Totals for Area of Interest Description Brahman Carwash Percent of AOI 1.3 100.0% ', 1.3 100.0% I A"restrictive layer" is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers, and frozen layers. This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type, the depth to the shallowest one is presented. If no restrictive layer is described in a map unit, it is represented by the "greater than 200" depth class. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A"representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff.� None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No uSDn Natural Resources Web Soil Survey 4/27/2021 �� Conservation Service National Cooperative Soil Survey Page 3 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR ___= Basins ________________________________________--- Name: onsite Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.100 Curve Number: 92.00 DCIA(%): 65.00 Node: Onsite Status: Onsite Type: SCS Onit Hydrograph CN Peaking Pactor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 --------------------------- ___= Nodes __________________________________________ ------ Name: Offsite Base Flow(cfs): 0.000 Group: BASE Type: Time/Stage Time(hrs) Stage(ft) -------------- ------------ 0.00 ?_3.000 72.00 23.000 125.00 23.000 500.00 23.000 ---------------------------------- Name: Onsite Base Flow(cfs)- 0.000 Group: BASE Type: Stage/Volume 0.00 Stage(ft) 7_3.000 24.500 25.000 25.500 26.000 26.500 27.000 27.500 28.000 Volume(af) 0.0000 0.0900 0.2900 0.5500 1.0300 1.5800 2.1400 2.6900 3.2500 Init Stage(ft): 23.000 Warn Stage(ft): 25.000 Init Stage(ft): 23.000 Warn Stage(ft): 25.000 --- ---- Drop Structures ___________________ - Name: CS-1 From Node: Onsite Group: BASE To Node: Offsite UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 18.OD 18.00 Rise(in): 18.00 18.00 Invert(ft): 20.500 20.500 Manning's N: 0.025000 0.025000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure CS-1 *** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 29.00 Rise(in): 36.00 *** Weir 2 of 2 for Drop Structure CS-1 *** Length(ft): 50.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: None Entrancc Loss Coef: 0.500 Exit Loss Coef: 0.900 Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Ose dn Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coe£: 0.600 Invert(ft): 25.100 Control Elev(ft): 25.100 TABLE Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 1 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FI, Input Report for AdICPR Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span(in): 3.00 Rise(in): 3.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 23.000 Control Elev(ft): 23.000 TABLE ___= Weirs ____________________________________________---------------___________----- Name: From Node: Group: BASE To Node: Flow: Both Count: 1 Type: Horizontal Geometry: Circular Span(in): 0.00 Rise(in): 0.00 Invert(ft): 0.000 Control Elevation(ft): 0.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ___= Breaches ____________________________________----------_______-______________------ Name: Group: BASE Bottom Width(ft): 0.00 Left Side Slope(h/v): 0.00 Right Side Slope(h/v): 0.00 Bottom Breach Elev(ft): 0.000 Top Breach Elev(ft): 0.000 From Node: Count: 1 To Node: Flow: Both Water Sur.face Elev(ft): 0.000 Breach Duration(hrs): 0.00 Power CoeP: 0.00 Weir Discharge Coef: 0.000 ------------------------------ - ___= Hydrology Simulations ______________ ------ ----------- Name: 100YR3D Filename: F:\2020-096 Williamson Car Wash\04-Calcs\ICPR\sims\100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) 50.000 10.00 100.000 5.00 Name: 10YR1D Filename: F:\2020-046 Williamson Car Wash\09-Calcs\ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) ---------- ----------- 10.000 lO.OD 29.000 5.00 100.000 10.00 -------------------------------------------------------------------------------- Name: 25YR3D Filename: F:\2020-096 Williamson Car Wash\04-Calcs\ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall I'ile: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) �02002 Sri•eamline Technologies, Inc. Page 2 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR 50.000 10.00 100.000 5.00 900.000 ].0.00 ------------------------------------------------------- --- Routinq Simulations ______________________________________________ Namc: 100YR3D Hydrology Sim: 100YR3D Eilename: F:\2020-096 Williamson Car Wash\09-Calcs\ICPR\sims\100YR3D.I32 Gxecute: Yes Restart: No Patch: No Allernative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: eoundary Flows: Time(hrs) Print Inc(min) 50.000 120.000 100.000 120.000 Group Run --------------- ---- BASE Yes Name: 10YR1D Hydrology Sim: 10YR1D L'ilename: F:\2020-096 Williamson Car Wash\04-Calcs\ICPR\sims\10YR1D.I32 Execute: No Restart: No Patch: No A1Cernative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Timc(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Cale Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 10.000 120.000 24.000 120.000 100.000 120.000 Group Run BASE Yes Name: 25YR3D Hydrology Sim: 25YR3D Filename: F:\2020-046 Williamson Car Wash\04-Calcs\ICPR\sims\25YR3D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 900.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ----------- ------------ SD.000 120.000 100.000 120.000 400.000 120.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model (ICPR) �02002 Streamline Technologies, Inc. Page 3 of 3 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Basin Summary Report for AdICPR Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Onit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.100 Vol of Unit Hyd (in): ]..000 Curve Number: 92.000 DCIA (a): 65.000 Time Max (hrs): 60.02 Flow Max (cfs): 4.860 Runoff Volume (in): 9.591 Runoff Volume (ft3): 38297.645 Basin Name: Onsite Group Name: BASE Simulati.on: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh7_56 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 29.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (o�): 65.000 Time Max (hrs): 12.09 Flow Max (cfs): 3.213 Runoff Volume (in): 4.615 Runoff Volume (ft3): 18926.466 6asin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Flydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.100 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA (o): 65.000 Time Max (hrs): 60.02 Flow Max (cfs): 4.369 Runoff Volume (in): 8.599 Runoff Volume (ft3): 39316.216 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Node Maximum Report for AdICPR Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflo�a hrs ft ft ft ft2 hrs cfs hrs Offsite BASE 100YR3D 0.00 7_3.000 25.000 0.0000 0 0.00 0.000 0.00 Onsite BASE 100YR3D 73.01 ?_5.849 25.000 0.0050 41708 60.00 9.836 0.00 Offsite BASE 10YR1D 0.00 23.000 25.000 0.0000 0 13.57 0.308 0.00 Onsite BASE 10YR1D 13.57 29.829 25.000 0.0050 15857 12.00 3.132 13.57 Offsite BASE 25YR3D 0.00 23.000 25.000 0.0000 0 62.09 0.328 0.00 Onsite BASE 25YR3D 62.09 25.063 25.000 0.0050 21854 60.00 4.355 62.09 Interconnected Channel and Pond Routing Model (ICPR) OO 2002 Streamline Technologies, Inc. Page 1 of 1 Brahman Car Wash - Drainage Calculations, City of Okeechobee, FL Link Maximum Report for AdICPR Max Time Name Group Simulation Flot�r hrs CS-1 BASE 100YR3D 0.00 CS-1 BASE 10YR1D 13.57 CS-1 BASE 25YR3D 62.09 Max Max Max Time Max Max Time Max Flow Delta Q US Stage US Stage DS Stage DS Stage cfs cfs hrs ft hrs ft 0.000 0.000 0.00 0.000 0.00 0.000 0.308 -0.002 13.57 24.829 0.00 23.000 0.328 -0.002 62.09 25.063 0.00 23.000 Interconnected Channel and Pond Routing Model (ICPR) OO 2002 Streamline Technologies, Inc. Page 1 of 1 Complete Report (not including cost) Ver 4.3.2 Project: Brahman Car Wash Date: 4/30/2021 4:23:53 PM Site and Catchment Information Analysis: Net Improvement Catchment Name Rainfall Zone Annual Mean Rainfall Onsite Florida Zone 2 51.00 Pre-Condition Landuse Information Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Nitrogen EMC (mg/1) Phosphorus EMC (mg/1) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) Groundwater P (kg/yr) Nitrogen Loading (kg/yr) Phosphorus Loading (kg/yr) Post-Condition Landuse Information High-Intensity Commercial: TN=2.40 TP=0.345 1.10 0.81 100.00 100.00 2.400 0.345 3.782 0.000 0.000 11.192 1.609 Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Wet Pond Area (ac) Nitrogen EMC (mg/1) Phosphorus EMC (mg/1) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) High-Intensity Commercial: TN=2.40 TP=0.345 1.10 0.67 95.00 65.00 0.00 2.400 0.345 3.118 0.000 Groundwater P (kg/yr) 0.000 Nitrogen Loading (kg/yr) 9.227 Phosphorus Loading (kg/yr) 1.326 Catchment Number: 1 Name: Onsite Project: Brahman Car Wash Date: 4/30/2021 None Design Watershed Characteristics Catchment Area (acres) 1.10 Contributing Area (acres) 1.100 Non-DCIA Curve Number 95.00 DCIA Percent 65.00 Rainfall Zone Florida Zone 2 Rainfall (in) 51.00 Surface Water Discharge Required TN Treatment Efficiency (%) Provided TN Treatment Efficiency (%) Required TP Treatment Efficiency (%) Provided TP Treatment Efficiency (%) Media Mix Information Type of Media Mix Not Specified Media N Reduction (%) 0.000 Media P Reduction (%) 0.000 Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) 0.000 TN Mass Load (kg/yr) 0.000 TN Concentration (mg/L) 0.000 TP Mass Load (kg/yr) 0.000 TP Concentration (mg/L) 0.000 Load Diagram for None (stand-alone) � Load Treatment N: 9.23 kg/yr � N: % � P: 1.33 kg/yr P: % Surface Discharge N: 9.23 kg/yr P: 1.33 kg/yr Mass Reduction � N: 0.00 kg/yr P: 0.00 kg/yr Load Diagram for None ( As Used In Routing) Upstream Nodes None Load Treatment N: 9.23 kg/yr � N: 0.0 % � P: 1.33 kg/yr p: 0.0 % Q: 3.12 ac-ft � Mass Removed N: 0.00 kg/yr P: 0.00 kg/yr Mass Discharged N: 9.23 kg/yr P: 1.33 kg/yr Q: 3.12 ac-ft Summary Treatment Report Version: 4.3.2 Project: Brahman Car Wash Analysis Type: Net Improvement BMP Types: Catchment 1 - (Onsite) None Based on % removal values to the nearest percent Total nitrogen target removal met? Yes Total phosphorus target removal met? Yes Summary Report Nitrogen Surface Water Discharge Total N pre load Total N post load Target N load reduction Target N discharge load Date:4/30/2021 Routing Summary Catchment 1 Routed to Outlet 11.19 kg/yr 9.23 kg/yr % 11.19 kg/yr 0 Percent N load reduction Provided N discharge load Provided N load removed Phosphorus Surface Water Discharge Total P pre load Total P post load Target P load reduction Target P discharge load Percent P load reduction Provided P discharge load Provided P load removed % 9.23 kg/yr kg/yr 1.609 kg/yr 1.326 kg/yr % 1.609 kg/yr % 1.326 kg/yr kg/yr 20.3 5 lb/yr lb/yr 2.921b/yr lb/yr :y EXHIBIT "A" SHEET 1 OF 2 PARCEL "A" DESCRIPTION: LOTS 4, 5, 6, 10, 11 AND 12, BLOCK 29, FIRST ADDITION TO SOUTH OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF THE VACATED ALLEY IN SAID BLOCK 29 REVERTING TO SAID LOTS. THE ABOVE DESCRIBED PARCEL CONTAINS 1.03 ACRES, MORE OR LESS. PARCEL "B" DESCRIPTION: LOTS 1, 2, 3, 7, 8 AND 9, BLOCK 29, FIRST ADDITION TO SOUTH OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF THE VACATED ALLEY IN SAID BLOCK 29 REVERTING TO SAID LOTS. THE ABOVE DESCRIBED PARCEL CONTAINS 1.03 ACRES, MORE OR LESS. PROJECT SPECIFIC NOTES: 1) THIS DRAWING DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A SKETCH AND LEGAL DESCRIPTION ONLY. 2) BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 441 IS TAKEN TO BEAR SOUTH 00�07'24" EAST. 3) NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR EASEMENTS, DEED RESTRICTIONS, ZONING SETBACKS, RIGHTS-OF-WAY OR ABANDONMENTS. 4) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGtJING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PART'Y OR PARTIES. 5) REPRODUCTIONS OF THIS DRAWING ARE NOT VALID WITHOUT THE SIGNATURE Af�G iIRIGi�IAL RAISED SEAL OF THE SIGNING SURVEYOR. � :11� '� _ /� .�' J /� - ' - -- . s-t�-_J �{ .,.___ . J� J'F�ICC, P S.�:1. PROFESSIONAI_ SURVE'YUR A'VD MAPPER FLORIDA LICENSt NO. 450�i SKETCH OF DESCRIPTION PREPARED FOR: n1L■•�[i1�1SON CATTLE COMPANY DESCRIPTION DWG. DATE BY CK PREPARE EXHIBIT 12/11/20 WC JJR FB/PG: N A SCALE: N A WG N0: 2�-�j6Q JOB N0: ZO-S6O TRADEWINDS SURVEYING GROUP, LLC. 200 SW 3rd Avenue Okeechobee, FL. 34974 Tel: (863) 763-2887 Fag: (863) 763-4342 a - i ��Q� —�i LEGEND: � = CENTERLINE (C) = CALCULATED (P) = PLAT R/W = RIGHT-OF-WAY o �o eo ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, SCALE IN FEET MAP SCALE: 1 INCH = 80 FEET INiENDED DISPLAY SCALE -�� SW 16TH STREET NINTH STREET(P) - z (ASPHALT ROAD) 40' R/W � � S 89°49'04" E 299.43'(C) 300'(P) I a 7 I o I � � I N � „� 8 PARCEL "B" CONTAINS w � ±1.03 ACRES w � � N � �I M � o Y � � � w z 9 BLOCK 29 o Z� W g Q S 89°52'36" E 299. 5'(C) 300'(P) �o Q 35.0' �- Z o a �� a v u�� a 10 Q > o y � w J � U ,-�� I � � N � PARCEL "A" CONTAINS "� 11 ±1.03 ACRES I � I � M C' O I O I Z 12 � o N 89°56'07" W 299.67'(C) 300'(P) _ _ T� �SW 17TH STREET 1ENTH STREET P) _ T - � (ASPHALT ROAD) 40' R/W EXHIBIT "A" SHEET 2 OF 2 � - - -� I iIDA POWER I " EASEMENT a 0 I U I rn I ai � w W � � — N Z � W o Q O � I � 3 � I� a o so.a' o � a d' � Q la a � I= = Q o � � u'� 2 — � �� = I � � v W � — N � � O O o � � I I - - - � J SKETCH OF DESCRIPTION PREPARED FOR: niLLitil�iSON CATT�•r• COMPANY DESCRIPTION DWG. 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DATE FB/PG BY CK BOUNDARY SURVEY 12/10/20 362/45 WC JJR SCALE �n = 20 � ORAWING NUMBER: SHEET � OF � �� LEGEND OO—Set Iron Rod and Cap "LB 8360" ■—Found CM • Found Iron Rod (and Cap) O—Found Pipe (and Cap) ABBREVIATIONS E�=Baseline; BM=Benchmark; �=Centerline; C=Calculated; CATV=Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; �=Delta or Central Angle; E=East; E'LY=Easterly, E�P=Edge of Pavement; ESMT=Easement; FJ.R.M.=Flood Insurance Rate Map; FND=Found; IP=1ron Plpe; IR&(C)=1ron Rod (and ID Cap); L=(Arc) Length; M=Measured; MH=Manhole; N=North; N'LY=Northerly; NGV(D)=Natlonal Geodetic Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; f'�=Property Line; P=PIat; PC=Polnt of Curvature; PCC=Point of Compound Curvature; PCP= Permanent Control Point; POB=Point of Beginning; POC=Polnt of Commencement; PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point of Tangency; PU&D=Public Utllity and Dralnage; R=Radius; R�W=Right—of—Way; S=South; SLY=Southerly; T=Tangent; TEL=Telephone Splice or Switch Box; W=West; W'LY=Westerly; UTIL=Utility(ies); �x =Spot Elevation based on indicated Datum. STANDARD NOTES: No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibility or liability is assumed by the surveyor for use by others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4506. There are no visible above ground encroachments except as shown. No attempt was made to locate underground improvements and/or encroachments (if any) as part of this survey. This survey was prepared in accordance with and conforms to the standards of practice for professional surveyors and mappers as outlined in Chapter 5J-17, Florida Administrative Code. TRADEWINDS SURVEYING GROUP, LLC. 200 SW 3rd Avenue Okeechobee, FL. 349'74 Tel: (863) 763-2887 Fax: (863) 763-4342 John J. Rice, P.S.M. (LS 4506) LB 8360 � { ,� �LOOR PLAN \� SaaS 3/]G" = p-q^ R[1AS141'is �„ � ��, � ( �o� � � � ' � �� I �" a m cc N = < = ' � W '' ''; m � �_ tn< W .. �� _ " n a � 0 �3uJ.`$� ¢ �o q�5 M o # I i, �O!-W tJi. � -• _ � a � 0 0 � � N � � ; �L L L a �° �i V o � t+ � � a� m � a o �O L t/� � 0. � o � Qm TO pSj[ OSlAMt .J4B D�wo7 DR/1�VIY BY �M ' 3 Q[at[D BY Jnv i OF A101 � iz TOP OF PARAPET METAL COPMG GAP. VERIFY � —_—__.— n-0' LOLGR IVITH OWNER (TY? � TOPOFPARAPET � � __—.—__ �-0' E I F.S. BAND�NG. VEP.;Fv ��. GOLOP. W'iiH OWNER (ttP ) . STUCCO/EIF.S F��.N_SH� �'�. '� SLANDING SEAM ME1AL ROOF� 'EP.'FYCOL'JG141"HOIYNER(iYP) \ . .. . . . ... .. . . ... _ - ._....... .. ___ ______ _ _.... . ,�.___��..e s.d .-..�� _ _ :::.:._. ,:. _ .� .� - . ... -':_ . . . , „ ...... . . .. . . . . _ . .._: .. . _ _. .. _. :.. :.v.: .... .. . .. 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'_ '. �'_L��3 �_1�.' _'� � � � � .'' 4 T� .-�} .`� `��` � 3' _�' � �� - ` � t-� .; _ � _ Y '�'c'£� '. '�'- � ��S 2_'L : . =... �. -`J�6 �' OPENINGIDOORHEAOHEIGHT � � � -0..------- ,.. -,- _ :I.FS.BANDING.VERIFT� , _ LOLOP. W/ OWNER (iYP ) "-'- 9: __ ,yL�' _ � �_�, � -� �_�ti, ----- � ' _ �,' - — ------- .a = R �e� om x �ao�i zo�cuP ooae — YERIFY F'�NISN EELECiION W/ OWNER �TOP OF PARAPET .-8—_—_—_—. �TOP OF PARAPET .0• _—' 00TTOM OF CANOPV �—_.—_—_—__ V B'�0 �OFFICE FINISH FLOOR O•A'—_—_—_— �TUNNEL FINISH FLOOR � _..—_—_—_— Wes�' E�.ev�r�o� 2 Saae 3/16' . T-0' TOP OF PARAPEf ---- 21'�9� _ TOP OF PAMP /1 '9 •i� li El S. BANOING. vERIFY 'i Co oP I NowNER(T7r,) � SiU.,COI E.LF.S F N 5H � STUCCG JOINT _ 60TTOM OF CANOPyV /y1� 8'-0" �/ .— PRE-FnB LArvOPY BY GG I vEN00R. PRGv:DE _� � DfAWING5T00WNEk/AHJFORAPPROVAL. - . VERIFYCOLORN'ITFOWNEk�TYP; r �-�+} _ OFFIGE FINISN FLOOR � SIORcFRON" BY KALYNEER. YKI: I TUNNEL FIMSH FLOOR fiPAMERLA 0P, cQUAL. VERIFY 0'-0� F:N:SH SELE.TION V/! OWNEP. OOOR I WINDOW HEA� XEIGHT /1 ---- ---a�.��D STON" VENEER. VERIFY SE�ELTION 4vl OwNER �TYP J (2� 3080 41EiAL DGOR ANC "'AM- vER:FY HM>M �E .�ICu v.� OlvnE�c 36" WIDE OTcNING FOR ROOF ACL=55 SiANDING SEAM MEiAL ROOF. STCNE VENEER. YERIF! vERIFY COLOR WIiH OIYN=K (TYP.) SELELiION WIOWNER (iYP� �TOP OF PAR4PET .-0.____—_—'_. �TOPOFPARAPET _ _ V 19-0 _—_—_—_—' .� 3' 0 fIF. BA��ING.VERIFY GOLORNIiHOWIVER(TYP� REA � Li _ �L-_� � SiUCCO/E'F5.FIN:S�'1� --"�"�'�- S --'r�- SYUGLOJ0IM � t � ,� BOTfOMOFCANOPY � ` � V B'-0• _—' ." _ 1 �, 1� '_ PRE iA6 CANOGY BY GC /�'EN�OR. PROVIDE J OKAWN^u5tOC1'lNERIPHJFORTPPRGv�t - �_ VERIFYLOLORN'IiMOWNER�iYP� '( �� Z�ir— OFFICE FINISH FLOOR _—_— . -, � O d' TUNNELFINISHFLOOR I � E%HAVS?F ,._EA�IEC NCTL �-0" ME1M LOPIrvG LAP. VERIFv COLOR W:tH OWNER ('Yo ) _:��, _ OPENING I OOOR HEAD XEIGHT � — -- '. --------,p.-0. ,��- `EIF.6.BANDINC-_VERIFY _ — COLORWIOwNER('vP) — — —.-' � _ ia�-ow x io �01 eo�� uP owR. YEkIF1' FlMSH SLLEL i ION W/ OwNER / \ � ■ �� ' Saue 3IS - T-0' SiANDiNG S;PM MEiAL ROGF. SIGN BY OWNEP..51GN VEVDOP.. UNDER ME�rL GOPIN6 GAP.VER!FY SiONE VENEER. VcRIFY VERIFYGOI.ORWIiHOWNEP.�TY�_) SEPARATEPERMIT.GCTOPROVIDE LOLORW;THOWNER(i�'F-) SE.ECiIONW/OWNER(tt�) ELEGiRIG AND BLWKIt3G AS RE�UIKED r � �:__ �, ...---- -� .. �SiUGLO/EiF.SFlrvlSh _�. . .: � �. � I '.� ;, =- il�►. j_ I - - r- � r'�T— ''-��-- ,, . .. �, . � �- . . . . . ._ .. . . _ ............. __� . . _ . ... . _. . . .... . .. `. '_�, 1' Yi.�.. . � '', '',, � + \\\ a� �'C_T �� \ . _ _.� 7 �--� �� ..T'42�� '��"� -� , I � s..� . � :.p,. _ LL � .- r- _. . __. . . . '. . _ .. . _ _. .. _ . � � .— . _.— _ — __ . '—_. _— _.__. _ _ .—_ —'__—_ . __ _—.. _ . __-__. _ _ _ .__ ._. _. ____ _ — �a��— s�+��.,.� 510REFROhrt BY KAWNEER. YKK AF nMERICr� OR EQUn�.. VERiFY FINISH SCLEL(ION WI OWNER / \ ■1V� V..��I��/�• ' Saae 3l1� - 1-0' - � �--_"- = —SiUCGOJ01�r E�'r'oB%�:aNG.VE�IIY COLOR WttH OWNER (TYP I ��1 „■I PRE F�B CPNOPY BY GG /YENDOR PROVIDE DRAWING� TO 01Y JERIAHJ FOR APPP.OVAL. VERIFY COLOK WITH OWI.ER (iYP ) _ �OOR / WINDOW HFAO HEIB-0� Rrv�sians REV. DPTE �ESCRIPTION COFYRI6Hi m 2021 � DA � 7L f V N � � � � E V � g �� N 7 � � c a � n � � M � O r -o 0 �3�� Zv, N� a O� O R M O � � � O~ W u I I� N C O �` /^, W W � � i � N M �V � � ; � =L �i O u. � L � v � a� •O = N d O a i �� am �o p/�� 05l18/21 ,J� D_21007 DftAWIY BY �Av 7 CtiCItCD BY �nD OF A200 2s �� - -,.��__ g_ _;�:_>-_-_ =� ft[1/ISI4IYS �: a� �� o�, �� m�� !I � �) I W m � I N � I,I � � � N � I I I ��a? a i�l,�l � n ; .I � �� ,I aaLL�� 'i' �(/1 �ryL Q i i O � eN+! .Q # �OI- W LL ti H � C .` m '� C m � i � � � ; •� 0 � V oLL �d t� � a 'a a� o �O = vi � a L oY Qm �o � o��, � o_� DR/IJf/fi BY JM 12 QtQt[D BY J�w OF A202 I 12 BLOCK 30 � 3 �I� o; BASN P4.00 UI R�iSED rn. / CONCRETE PAD CONCRETE COLUMN (TYPICRL) CLE�NWT QE�NIXIT OTAL PARCEL CONTAINS RES FSPHALT EEO BUNP K 29 ASPH�LT P�RKINC SiFIPiNG HAS fADED R RY unun aae i 1 UPLITY POLE ' �i (AB�NDONED) ea�um m� �LUMINIVN SGN � Z K a BOLLMD m I� a o b p .z 'o:z oa s M'o� W a i� 0 0 0 N 50.0' BURIED PAINT I ��,�� CRnTE EL. ll�.7 �� I � � I � � ' 11� � � ,� �� - � i a -.� �; fV II�� '� _ _ - � � _ o i� � '` ='` '� a o a e n a a n o o � � .i � �� t I� � � ,. .�, �'�� ,,.�� ' � �� . � �r� � 1� � � ;1 � � �� 11, I 0 � � LJ: � ��:��'.�.�.��'�'.��'�'�.�'��'�'�'�. �;' � � � �� . i � . � � . � � i � � � � � : : . � ,/ • � , ' �6 " �" ' ` �' I =ti � �O O' W G : n, � �r.l G, �: � , , �� - � � �� . - - ---- -=,+�r�w�n�„w.w..+.".�.�""-- — ' " �� . . . - — — -----�'-,�""_".�---....,'_=` �.',�.,r.. ,r,k��•�l�' ��►�� . , . - �,�� ._:_._• �5�� .�� :� _ — = - -- �:II� � � ' - �r�:[� � �'�� _ � POLE (ASPFIALT BLOCK 33 � � I � � � BLOCK 34 �� ,�� m �� ;��m Ili�-1■�� OKEEGNOlEE OU3012021 Mnngement Manuhctum� Desttiption Luminairo Lumens LLi Lu�ninai�e WatGs llssembly Wat4 SINGLE US.ARCHITECTUMLLIGHTING VL4LEDIPLED�111•MI/OLED•'lOOm/UNWIIIXS-PLED MH:POLEMOUNTA.F.G. !9'!0 0.l55 t6.! l6.t 6FGKiAtK U.3.RRCHITEGTUMLLIGNTIN6 VLLLEDIPLEY•VS¢-W/40LEU�]OOmIVNWl3�1lD MH:POLEMOUNTA.F.G. 1334E 0.l55 !6.! 1)�.6 SINGLE US.IIRCHITEGTUML LICHTINO VL4LED?LED�V-F1'IGOLED-525m11INWlY/M MX:WRLL MOUNTII.F.F. �boHom of 1lature) 169]5 I O.L55 t29.9 129.q : Z CONQtETE CURB k GUTTER r� STORM OR.VN � E. INV. EL 18.15 (18' RCP) 3 yCURB CUT —W�TER VAL�E SET MAG NAIL k OISK 'LB B]60' �T FWND �X' MAR1( IN COrvCRETE SiDEW�LK BURIED WA1EF � P�INT M�RK (TYPICW.) Calculation Eummary P�ojscq GA1� WA3N -SITE GRT OF OKEECX06EE O4YJOIZ031 Labal CalcTyps Units Avg Max pvglMin MaxlMin VROPERTTLINE Illuminance Fc 0.53 1.6 .0 N.11. N.11. SRE Illuminance Fc 1.95 5.) .5 3.90 11A0 � � � . a r ro ve . . . � o eec o ee o r� a � DESCR/P T/ON.• LOTS 1 TO 12, INCLUS/�E, BLOCK 29, AND THE l/ACA TED ALLEY LOCA TED /N BLOCK 29, F/RST ADD/T/ON TO SOUTH OKEECHOBEE, ACCORD/NG TO THE PLA T THEREOF RECORDED /N PLA T BOOK 1, PAGE 17, PUBL/C RECOROS OF OKEECHOBEE COUNTY, FLOR/DA. PROJEC T SPECIFIC NO TES.• 1) UNLESS SHOWN OTHERW/SE, ALL D/MENS/ONS ARE PLA T(P) AND MEASURED(M). 2) THE ELE�A TIONS SHOWN HEREON ARE BASED ON THE NORTH AMER/CAN �ERTICAL DA TUM OF 1988 (NA �D 88). 3) S/TE ADORESS.• 1600 S. PARROTT A l/E. 4) PARCEL /D: 3-28-37-35-0050-00290-0010. 5) F. l. R. M. ZONE.• "X'; MAP NO. 12093C0480C, DA TED 07/16/15. 6) TH/S SUR �EY /S NOT /NTENDED TO DEP/CT JUR/SD/CTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 7) SUR l/EYOR WAS NOT PRD I/IDED W/TH ANY T/TLE /NFORMA TION FOR TH/S PARCEL. SUR �EYOR ASSUMES NO RESPONS/B/LITY OR L/AB/LITY FOR THE ACCURACY OF EASEMENT D/MENS/ONS SHOWN HEREON, THERE MA Y BE OTHER EASEMENTS OR RESTR/CT/ONS THA T EFFECT THIS PARCEL. 8) THE SUR�EY DEP/CTED HERE /S NOT CO�ERED BY PROFESSIONAL L/AB/LITY /NSURANCE. 9) ADD/T/ONS OR DELETIONS TO SURIiEY MAPS OR REPORTS BY OTHER THAN THE S/GN/NG PARTY OR PARTIES /S PROH/BITED WITHOUT WRITTEN CONSENT OF THE S/GN/NG PARTY OR PARTIES. 10) THE DESCR/PT/ON SHOWN HEREDN WAS PRD l/IDED BY THE CLIENT OR THE CLIENT'S REPRESENTA Tl �E. 11) BEAR/NG REFERENCE.• THE WEST LINE OF PARROTT A l/ENUE, ALSO BE/NG THE EAST L/NE OF BLOCK 29, lS TAKEN TO BEAR SOUTH 000724" EAST. 12) DA TE OF LAST FIELD SUR IiEY 12/10/20. � o' De° Q •� Q � 00 � VICI N ITY MAP LOCATION MAP SCALE: N.T.S. T�A�EWINDS SU][�V]EY�NG 200 SW 3rd Avenue Okeechobee, FL. 349'74 Tel: (863) '763-2887 Fax: (863) 763-4342 GRO�JP, LLC. Joba J. Rioe. P.3.1[. (IS 4�608) I8 8960 . 1 � J �f 51h $t � 1-h 5t P .,r�s� � n ,, Sy '� �.. , � �BEACH PIERCE )RT ST. LUCIE TUART JUPITER WEST PALM BEACH 'r'dY 7U'� S; NW 5th St H4V Sth 5T NW 7ih St 9E t'i i 3 � c: �: A � � � � � �; r �.4, �. /�► �I i � INDEX OF SHEETS Ste veh L, Do�bibs Eh ihee�ih LL C 9� 9�� Cor�su/tin9r En9riheers �062 Jakes Way - Okeecho�bee, FL 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 01 OF 10 02 OF 10 03 OF 10 04 OF 10 05 OF 10 06 OF 10 07 OF 10 08 OF 10 09 OF 10 10 O F 10 TITLE SHEET EXISTING CONDITIONS, DEMOLITION, AND SEDIMENT CONTROL PLAN HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN PAVING, GRADING & DRAINAGE PLAN SECTIONS UTILITY PLAN LANDSCAPING PLAN LIGHTING PLAN DETAI LS GENERAL NOTES AND SPECIFICATIONS CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � , � � � . , 1 of Florida, Inc. Brahman Car Wash ENGINEERS PROJECT No. 2020-046 � � A sw zsm sc � n A � r � � � � ro � 0 til1'�' :' i1 `.;i N W Park St { S � � � NIY 7th S: � � vF •7tR St A � QkeechQ�ee $ 2 y a 5� Atf� St � � s�r etn s� �� a�r� sa � �i ; 4 �� SITE � wdN �a � SE�2atn s� . .� �: ^ � '�� - 4 N m � •►. � a�i��='' � , r I SF ?51ts Dr . 5 F F':i� SS j. 11� � sE 29th Ss � r � s� 3�r►d 5t � Walmart 5upercerrterQ -,� �-_ _— �� DIRECTION OF FLOW FABRIC� -_ -I III- � BACKFILL SILT-BARRIER -I I I, � i_I I I = (FABRIC FENCE) TRENCH �� 7T - - - - � FABRIC TO BE 18�� BURIED 6" MIN. � TOEIN FLAP SODDED SLOPE � I' = 0 -I I I-I I I=� I I I_/ EXISTING GRADE I-I I'' I� I I 1=1 I 1=1 I 1= =1 I 1=� � �- _ FABRIC TO BE � TOE OF SLOPE BURIED 6" MIN. � I� VARIES FABRIC FENCE SILT-BARRIER BALED HAY SILT-BARRIER PERIMETER EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. SILT FENCE DETAIL N.T.S. �- AT TI IIS CNTRANCE F_F.E_ 24.41 �"� o z �?� �. � ��g, 2q�2 . AT THIS ENTRANCF / �'� . � - � o � � � w . . c�'ii . �. z . . _ . I . ��:. . /60,/ a� � '�� o � � �� EEE. J�1.6:� � . � . ,�. AT GARACC ENIh�NC� _ , . . ' . ' / : 1 . i . . CLEANOI,- ti5� 25� � . �� _ , � . . . o CATCH H�SIN r - - . - I gA `L�- C�iRATF-FI'_ J!I�_:'�� ' _ ' ' I�. � i . �. � ASPHALT SPEED BUMP / � i - � - � ' � o> >� .0 ��/� 4> 5 � . _ -�cJ �� ' p� �K 2B �' . rL I- �°J =� ry�- 4�, ,�k / \ s . . . o ry� � 2 �• - � O � • � �' � `L� .,'i�vCRE � � 1�8.3' / �tP . �cP . COCUMN -'�;�. / (TYPICAL) �. � �CONCRET�E� CLEANOUT I � ' � �k5 �6 �5 �2 � � � � i _ CaTCH .BASIN ' � F.F.E. 25.42 �. �' GRATE EL. �23_91 2 STORY DUILDING 6i � �� I � tiko� r (MOVIE THEATER) �NTRANCES � w r� . I _ � / Q -- I . . . . ��• . � � ' Q _ � � � i 0 � � -��'�" - w - F. F. E. 25. 38 :.�, J � ' � � � ~ AT THIS ENTRANCE � ' w � � J � �� /�'� � 46 � � - %� � . � . Q .�! . � / � � � � h � ' �z - � � � � 3, 4J' � 16,5' �� O _ . . . . U �� 35� � . � � � ' � �� F.F.E. 2F.06 � �. � � �,`'1 2S� ti`'� , s8tik9 k� 6 U�IUIY POLf AT THIS ENTRANCE �, � � � � � _�- _ � ti�'� w � � . • ► � � • � � `�iS- �S x � �oN�' - � � - � , N � � � � � � TOTAL PARCEL CONTAINS w z4, � � � � � � � � �� ±2.06 ACRES v�, A �H� � <� � � � I � o � aEallou t I / a ASPHALT SPEED BUMP I' -d- WATER VALVE 3 x -� � � - � - -�- - ��- ��-- - - - -- �, SET MAG NAIL & BURIED CABLE � �.-� _.__ --------- ,g -- � - � . . .� . � � ,y'S� 5 � CONCREBESSDEWALK ti� � ti�- �� s SIGN POST ��' p�� O �� 5 a ' ' ' - DIVIDFD IIIGII �AY �I:7N � �� '1-� � �a. � ti�`L�. �'� �. '��, �; �. .4 . . . .I_ ' . ' �'�✓ ��Z � �� Cf.ASS � � �,� � � � WATER VALVE ¢ � f �� . ti�� S$9°49'Oa" E 299.43' C 300'(P) � w000 FENCE uliu�ir i�oi i nNciio� w oiiw� iiHw w oH� oHw oHw oHw oHw oHw w r�w- oHw ❑Hw oHW Hw- oiiw ❑Hw oHw ❑Hw CAiCH BASIN STOP SIGN � GRATE EL 23.90 � � � � � � � � � � � --- 233 STOP SIGN �� . ._� _.__.__.__.__._ . _.__.__.__.__.__.__.__.__.__ ,� .24.4 _ �b -�'I ___ `g ❑ l l o--� � o z � 24�4 �� ,�� ti� `�'� � 'L � END OF FENCE � 23.1 �� CURB CUT 24�5 � GREESE TRAP 243 � �3�9 0.4' N. BENCHMARK 'A" �� `�� 3�4 j F� 2g � �� END OF FENCE �. TELEPHONE PEDESTAL _ � BURIED o v�� a/ N ��IID FI. °4.00 .24.3_ `� _ � 'L% �¢ �' � SET MAG NAIL (NO ID) 0.9' S. � Oy� GAS PIPLWE � x " `: , "� ,' ,- ' �-'_ � ' - EL 24.00' NAVD 88 � q� _ 2 � ; c� ��_ COi�.F'h ..O.UMIv - . �� `L�� .� �4� ,. 3.g SIGN POST �q � / � � (TYPICAL) . �4�� ORBRETE. � / �p0 �"� � a � 2`38 `L�Oj •L�O �.,0/ � CLEANOUT j _ 24.3 . . � �;.3 � � ti��` � c� �3�5 2 a "� 2�- � 1gg.3' - � - - - - - - � - � UTILITY POLE r � � 3 /68_6' � � � /14.1' .. 10' I I ORIDA POWER & LIGHT � � EASEMENI AS SHOWN ON SURVEY � Q � F.F.0 24.06 b � � o �,i% �4�s � - OSrRaNR& e soa��Es � wc� o � � FIBER OP HANDHC i I i Fc & DISK (ILLEGIRI I) I OUIIU . 3" IRON 5 1201 NO ID) k? 5 t k�` � 5, .,� z4 a � ti/ � �/ �/ � � � � � _ _ �6 _ _ _ � a� ""_ / _ _ _ _ �� _ _ _ �W 16TH STREET ti"� NiNrH s1REE1(P) _ �_ _ � _ � (nsPNa�r rzoao) ao' R�w UTILITY POLE z TELEPHONE PEDESTAL 0 � �TILITY POLE h� bk k� h� �� k� Lt1 1 ti O �" � EDGE OF ASPHALT �' �' �' �' - �' �" 'L� `L� `L� (ABANDONED) Z4s - ------ -- -- -- - � k � � ORDER N0.123A, DATED 3-26-82 � .�� CONCRETE � CURB & GUTTER 2�` � �'� � 23. 9 �l �.� ��' � � 4 �ti Lk � Y � • L ' � ASPHALT PARKWG �N� � � - - � , . STRIPING HAS PADED AWAY W � CATCH BASIN �39 ' �� \ ON� � � � GRATE EL. 74.Q0 . U _ RAISED � . . : ; . � �. i� BLOCK 29 / zlo � coNCRErE Pao / � � - W � � . RAISED �/ � � Q o - - O ' CONCRE7C . `L`��' 2q `l,a. � Q 'L�,. � 4�b'. 105.1'� � _ �8 �9 � � � � ox6') - . . . . - � -.- �, - � - - - - - 171.5' - � -- _ - Z � N � � � � � � . . . _ � �� . � > d gR � �, � '_�5: � �f ' N �k. � a � � ' � �c' ' ' WP, ME R � . . CL N6 ,Lc: � � ' � NCRE COL MN . � � .YPICA . ' � � ' I � �� T � , , . . . . f13 PAL TREE �" I � ONCR E c e � � � � �±14 PAL TREE � ��p3 \ �. � g ' O. . � . . � . . � � � T �� k5 I CATC.' IN . . �RATE E� 4. . - � �- � . . . ' . � � � . � ' � . � . . � , . . . � . . . . . . 15" P M T �E 5 k I �p. �Gj. ' �� C�. - ', . _ �. . � 2�g 2�2 - I . I ' . . ' , . " . '_ .'I ' . � . " . . , . k k ,5 fl �' PAL TRE I I 5' � I = i i �r� I I � 0 � ,..j r.J � �'� � ,� _ � 23. 3 . s 22. g � "� _ C CRE WIT � � ETAL IGHT OLE 3 I � U ITY LE � .3 � .� 22.g I 23. N N � �� CONCRETE - CURB & GUTTER � 32 0 22 � �� , 3 �ti , � 3� � z2 6 225 STORM DRAIN E INV. EL. 18.45 23.1 322 22.5 (18" RCP) I ON WAY GN = 22 q � M � - CURB CUT STREET SICN � ' � rZ� ry`L% N WATER VALVE � � N 3 N �I o SET MAG NAIL & 7� �i DISK "LB 8360" AT `� FOUND 'k" MARK IN CONCRETE SIDEWALK � � � ry�. - - - 3 _ _ _ - � BURIED WATER 0 PAINT MARK (TVPica�) I BUPoED GAS � I'AINT MARK UTILITY POL- I- - - - � - - � I l;/�.TCH BASW � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ;.iz�ii i i �4.zo 3 � = I n I _ _ - -- - - - I 3 I I � �i BLOCK 34 SC LE:1"=20' � . , i � i i � w /. = � - . r \ c� o p o � 2g 8 2Q¢ 2�2 � 3 x O CATCH ASIN , � � GRATL EL � 4.00 � " - �. tikO 3 � •, � - o I= 5 ' - ,L x Z� 2 i I � � 3 ' r I G. BURIED GAS • PAINT MARK � � � �� . � �� \ �� 3 � CATCH B S � GRATE EL 2 - 4� � � �k ' � SET G N G & 2 2k5 � .-I'. SK "L 836 ".AT . � � '_ N�i i - FO D. "' MAR IN� � coN ErE Ewa , 24� Z4 z 24, Zq 5 BUPoED GAS PAINT MARK 3 R� s I 2�6 2R> o �� J - - - - - - - - �- SANITARY MANHOLE 3 RIM EL 24.57 i SE INV. EL. 15.85 (6" PVC) � W_INV. EL. 17.99 (6" PVC) I EDGE OF ASPHALT BOTTOM EL 1729 � ♦ �' s 0 10 20 40 0 , I � _. _ _ _- _ . . . 3' I I � � . _ CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW i , � I� of Florida, Inc. \ \ 15'" LM EE � � �� • I , ±1 " PAL TREE ' ' � i � � � Fi zq � Rs P � P��A� � � �RE �� ox N� t " PR. TR '� , k ti kh ti \ ±� " PAL TRE � ELT 445NANAVNO k h� .`I-' . ',y �� - � 9 E OF NCE \ ' ' �' �' 0.6' EN OF F CE � , . '� . 1.4' � 3� � . 2� � z�� . z4z N 89°56'07" W 299.6T(M) 300'(P) ��3a z� 2� 3 w000 i i Nc� s3 - . . - � � � 73.3 . o- L �,°`� o o-� a� � o �' `�' �,�`� �� ,7. EDGE OF ASPHALT .7. i � � �� 'ti ^ �� ~",/ f / � _ _ _ _ _ _ � _ S 17TH STREET TrNrH REEr(P) _ � _ _ �_ _ � � - ��ASPHA�T ROAo, 4o R�W - INSTALL SILT FENCE � ti / ti I � Q 3 � s o - w�SPEED LIMIT SIGN w � 0 0 <� 23.8 3. 1 234 o �"�� CONCRETE WITH BURIED WATER METAL LIGHT POLF --0 PAINT MARK (TYPICAL) �� o . 23.8 � _ BACKFLOW PREVENIIR � -- BOLI�RD�� / I 3 WATER VALVI�� o ly�- 23J � . � 23J `�� k ��8 .'1 I � � � I I � I I � r I i W � Z� W Q E-- � � �I� � o Q o 0.. � o a � O }I� > d 2 Q � � � � � � � � � �- � 1 �� 1 � � �� `�' -UTI.IIY P01_I I s� �W UTILITY POLE (� . (ABANDONED) BOLLARD [01 AWMINIUM SIGN � � Z 23 6 � . 23 1 3 Q �� _ DOLLARD CD -�� W�� a 2 � x o - � . a ;c O Q � M Q c s 3.�^ � k = (� Q 0 2 8 � w \ 3.5 w�M 230 � -5��- �' REMOVE � w EXISTING = PAVEMENT O k yv � J � � � � J �� o � }�,� o �Q� � , Z 0 ��M� o N Q ■ � � � � N K � � LLJ v �� O J �Y�m � Q .Q �o LL � � � � � � � � lD U " N � =o�c w " �� a � � Da � � O � LL yW � • 1 1 1 1 1 1 1 1 1� � 1 1 1 1 1 1 1 1 1� i / Z ; Q Q z ; a = o �� ZQ � N O J �OaLL �a � V � w H � z � 0 � O ' JCC= ' �VU � � � O~ ; Q z o V � �v V ' a � I z � ' � � Z W O=Q ND � ; �CCa �CZ �amo W J J Q i � � i � i � JOB No.: 2020-046 SHEET 2 oF 10 Project Name: Brahman Car Wash Owner Name: Williamson Cattle Company Owner Address: 9050 NE 12th Drive, Okeechobee, FL 34972 Owner Phone: 863-763-4740 Engineer Name: Steven L. Dobbs Engineering, LLC Engineer Address: 1062 Jakes Way, Okeechobee, FL 34974 Engineer Phone: 863-824-7644 Architect Name: N/A Architect Address: Architect Phone: Planner Name: N/A Planner Address: Planner Phone Future Land Use: Commercial Zoning: Heavy Commercial Min Lot Width: 50.0 ft Proposed lot Width: 150.0 ft SOUTH LOT (To be developed) Min Lot Size: 6,250.0 sf Proposed lot size: 44,100.0 sf Project Size 44,100.0 SF Total Dwelling Units: 0 Setbacks: Front Req 20 Provided 42.8 N. Side Req 8 Provided 36.6 S. Side Req 15 Provided 80.5 Rear Req 141.3 Provided 92.5 Parking: Commercial 1 space for 300 sf 12.66667 Required Parking: 13 spaces Handicapped Parking 1 space per every 25 spaces minimum 1 Required Handicapped Parking 1 Hanicapped Parking Provided 1 Total Parking Required 13 Parking Provided 23 Coverage Heavy Commercial 50°/o Proposed 9% Impervious Area Allowable Impervious Area: 85°/o Proposed ISR 74°/a OHW ON`'� �� / -�— — —�— unuTr Po� _ 0 I unurr Po� (ABANDONED) BURIED CABLE SIGN POST �HWT CATCIi BASIN GRAiE EL 23.90 STOP � � BURIm ol GAS PIPLINE I SIGN POST � ( � _ [ 3 '3 0 c ? � I ' i i I i I I i i i al� — — — W� �I � W � ON�. NI /Y ON W � CATCF � � GRATE EL Z� o W � Q a o� WATER VALVE unurr Po� _CONCRETE � CURB & GUTfER i i I i BURIED WATER PAINT MARK (iYPICAL) I i i i i unuTr Po� unuTr Po� w (ABANDONED) � z� w Q H � 3 �� a Q o o a � � �o � < J Q Q> I = > N = v c� =1 � � I — — — 50.0' — — — — — � I I 4U' I3 � i 0 CONCRETE . �� I � I 7 METAL LIGHT P . u I C Y u o a � unu POLE � � 9.00' 5.00' � _ . __ I lo CONCRETE � CURB dc GUTTER I �6; � SIGN (TO MEET CITY � / ��, � . OF OKEECHOBEE SIGN ORDINANCE) � '' � � � STORM DRAIN E. INV. EL 18.45 3 (18' RCP) I ONE WAY SIGN o ' CURB CUT oSTREE7 SIGN � � ` o� a� WATER VALVE 3 o SET MAG NAIL k DISK 'LB 8360' AT FOUND 'X' MARK IN � CONCRETE SIDEWALK — — 3 — — — — o BURIED WAiER PAINT MARK (TYPICAL) I BURIED GAS UT1LIiY POLE PAINT MARK � � - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ' CATCH BASIN � � GRAiE EL 24.20 o � I I � �= I IBLOCK 34 I � 3 � � � i o i i � o.r s, 0.2' w. S1N �FTH CTRFFT NIN7N CTRFFTlPI � `� 1. . N 89°56'07" W 299.67'(M) 300'(P) o ° _ o a u,. �, . . . . � . . . . . . . . .. . , . . I . . . .a . �p. . BURIED GAS PAINT MARK o PROPERTY LINE N I I _ _ _ _ _ _ _ _ _ _ _ _ � _ SW 17TH STREET TENTH STREET(P) _ _ SANITARY MANHOLE —�(ASPHALT ROAD) 40' R/W RIM EL 24.57 = SE INV. EL 18.85 (6" PVC) o � W. INV. EL 17.99 (6� PVC) EpGE OF ASPHALT BOTTOM EL 17.29 I I I� SCALE: 1"=20' � 1� 2� 40 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , i , � o i of Florida, Inc. — NEW CONCRETE SIDEWALK _ � SET MAG NAIL & 3 DISK 'LB 8360' AT = FOUND 'X' MARK IN � CONCRETE SIDEWALK � WAiER VALVE CURB CUT I �iELEPHONE PEDESTAL yv � J � � � � J �� o O } � � o � � � o i z O � � M � o N Q ■ = v� ", °° N � �� w aJ ^ ° J �Y�m � Q .Q � LL � � � � � � � � lD U " LL =o�c w � �� a � � oa � � o � LL yW � N Z O � > W � } m W a c � Z i � � � � � a Z J ;a=� ZQa � � ' N W � � aJ ;Daw pot� �m �ocQ ' HZ ; J � o a � � W Z a � i w _ � � V w ~ � c�/� Q " NV � o L.L Q �za° �az ' � c z � z Q �`�a� WoZ � � >N- W U � Q o O�a i ' J J � GC i � � _ ' � ui � � JOB No.: 2020-046 SHEET 3 oF 10 I � � � I � � BURIED FlBER BLOCK 28 I oPnc sicN � UTIL1iY POLE ASPHALT ASPHALT � � SIGN � � I CONCRETE SIDEWALK I 3 CONCREiE SYDEWALK CONCREiE SIDEWALK FleeR oPnc HANDHOLE � - -- -- - - -- -- -- -- -- -- -- � WAiER VALVE CONCREiE GUTTER EDGE OF ASPHALT � FOUND MAG NAIL & DISK (ILLEGIBLE) FWND 5/8' IRON � _ � - - - 24 6 - - - ry�� 0.�1D SN 0.2' )W_ �'�y - - �k� - - ry� � - ��. � k k� �,y k� k� ko �� o _ � �W 16TH STREET ti NINhI STREET(P) _� `�� ti� ti� ti� ti UTILITY POLE = TELEPHONE PEDESTAL � (ASPHALT ROAD) 40' R/W � - - - - a I UT1LliY POLE �h k� �� k� o��' �� a�' c�^ '� �p,`.� O o, SET MAG NAIL & (ABANDONED) ry ry EDGE OF ASPHALT �' �' `L �' �' �" `L�`� `L�`� '�^ BURIED CABLE 24.g �4S -�--'--'--�--�--�--'--'-�� -�--�--�--�--�--�--�--� . _ . .. . . . a . `L�$ � g CONCRETEBSIDEWALK ti�� ti ,�^�$ _ � ' o WAiER VALVE SIGN POST 2q ry°` � ry� � rya' � �� ' . � I � . � . � . 23.> `DIVIDED HIGHWAY SIGN `L�6 GRASS `L�^ 'S y ry�� `l � 24. q 4�� T `L 'S" 1� a � 'S � / 23 `L 23.6 f 2 . °`� . q,°`� � S�9°49��/�� E 299.43��C� 30��P� �I � WOOD FENCE unuTr Po� ANCHOR STOP SIGN � � - OHW OHWT OHW OH '' �HW OHW �HW OHW OHW W W� .�OHW � OHW. OHW pHW OHW OHW OHW OHW _ p �33 CATCH BASIN GRATE EL 23.90 � - - - - - - - - - - - - I� STOP SIGN � o N o.. 2 _.__.__'-_._-'__'__.__'__' _'_-,� .24.4 . w �'I � ry � 9 2a.4 a -- -- ---- -- a a a 23.7 CURB CUT 2Q r�� I R,� tiT `� `L END OF FENCE 6 24.5 6REESE TRAP 24.3 I 23.9 0.4� N. � Oy�\\\ N 23. q ��24 BENCHMARK �A� END OF FENCE � BURIED =I c�/ / N �LID E4 24.00 2Y 4�3 `� � `I.S� 4 �� SET MAG NAIL (NO ID) �y S � � iELEPHONE PEDESTAL GAS PIPLINE � ry j ry c�•r � -I CONCREiE COLUMN 24.5 N ��/� EL 24.00' (NAVD 88) , 4 � w. 23.4 I SIGN POSTZ�q. I L__- I (TYPICAL) ' � � CONCRE?E� � / p 2�`� � `ti� ' 23 ,y0 ko �o I -.J CLEANOUT 24.3 � 24.� 2s CURB ti� � � 23.5 .8 `L `l, `L � . 3 . . : p,.h .. . 'L� - � � 2�`? . . - - �� - - - ry - - - - - 189.3' - - - - - �`� UiIl11Y POL.E _ � 3 � /68.8' /14,1' . • 10' FLORIDA POWER & L1GHT I .= c� . . EASEMENT AS SHOWN ON SURVEY . � � � F.F.E. 24.06 0 �� o .y56 Z49. . �. PREPARED BY BROOME, VAN � ~ AT THIS ENTRANCE F.F.E. 24.41� � o ">' � � OSiRAN & ASSOCIATEs, INC., 24A � p 2 �� .�� ORDER N0. 123A, DATED 3-26-82 M� W \ 2^2 AT THIS ENTRANCE / � �, ti W � � ' � ' N � c�i CONCRETE . . . �k1 . . /s'O. / � . � ryo�� . � ' CURB dc GUTTER � I V, U O )) ,�G� � I �\' ry� y �k d �k� k2 2�.L F.F.E. 24.65 J � AT GARAGE ENTRANCE 2� �3g ,� . 23.4 � ry I n�^ ' • Q � . = CLEANOUT ry5$ 2s2 . . , � p .�. `2 Q CATCH BASIN �\ z�� . �� cRn,�.E��. 2a.00� � EXISTING BUILDING �� , SPEED LIMIT SIGN � I 12,0815F � � I � i EXISTING PARKING ,: U 0 I a � 5 m' 64 SPACES ti�6 `��:ti�, 2q9`�,,e Qsti°`y � � 23.s `� ^ 234 I o � �� FOR GENERAL RETAIL 262 A. � ��"' �`tik CONCRETE ' ��1�8.3' � � � �� CONCRETE WITH BURIED WATER co�uMr, 1 SPACE/300SF = 41 RA1SED CLEANOUT METAL LIGHT POLE�� (�CA jRK � (TYPICAL) �� CONCRETE � � � � � � � �� 6 5 � 2 . . . . . . ' . � . `L � rLh � �k � k A �k O � I� 2 � , = CATCH .BASIN ' . . . . . . . Zg 9 x .. . o GRATE EL. 23.91 F.F.E. 25.42 � / � 2 STORY BUILDING .� �. (MOVIE THEATER) AT EAST N W � ,��. ENTRANCES � , . . I �. . . , . __ . � �3.8 . � 233 � I . . . ' ' . ' _ . . a ^ ^�' _ > = ry � � � BACKFLOW PREVENTER I� � I� F. F. E. 25.38 A� J � � � � 2R 2�, ~ AT THIS ENTRANCE � J BOLLARD � ��O 2Q 6 � � � 3 � /. .3 h' . .0 .� � 0 4.7� �165� / U � WA7ER VALVE o � � - 35.0�� - - - � � ' a�-- � �. o � F.F.E. 25.06 � �j,4j 2S� �,c� 48�,p' �� 6 23.7 uTIUTY POLE AT THIS ENTRANCE � ti 2� n� ti�° 23.� ti"' 232 W� o c's 2s A 2% � I 2 � � ti�' UTILITY POLE N oN`� _ / OTAL PARCEL CONTAINS W z4., � a, � ±2.06 ACRES . �_� s 2Ay `+� . � : � � . < �a � o�CLEANOUT � �W UiIL1TY POLE N�� " � . CONTROL PROPOSED ��. . . nsPr,n�r PEED BUMP Q (ABANDONED) Z BOLLARD CO � w I Y / _ . 3a 2Q'� , . _ ASPHALT PARKING . �" STRUCTURE CS-1 BUBBLE-UP STRUCTU STRIPING HAS FADED AWAY � .U` % °N � M GRATE EL.= 25.00 � � � z CATC �BASIN 23.� GRATE EL.= 23.00 ALUMINIUM SIGN 23.6 H ,� �� GRATE E za.00 � �� S. INV. EL.= 20.50 S. INV. EL.= 19.50 BLOCK 29 f aQ � 23.� � / pN � RAISED : . � ' _ � x � O � W � o CONCRElE PAD � �] �m `" � I� 6� o BOLLARD C_-- �`� Q a � 4.6'. 105.1.� CONCREIE . `L`� ?g8�,�`� � qg`L�`0 a� a a o � � . . � � . � � rc o� o o� � x R A � �< �i� 2�2 ti°� � � ti ti �`'s TOP BANK ELEV.=25A (0.18 AC) � = v� � �R � m a JdIL lE� - - _ _ _ _ _ CLEANOUT- - `I-�o - `L�ry N - _ _ - - _ _ - - ��'k6 - - � - k� �� . a QI= Iv � � ' � � CONCRETE COLUMN BOTTOM ELEV.=24.0 �O.ZO AC� � - �� g � � N o (TYPICAL) PROPOSED Zl �}� _ � , � I TYPE °c° INLET #4 PROPOSED DRY I 5 N�� 23.0 = GRATE EL.= i4.�o D E T E N T I O N A R E A �°6 � wN �;' � 3� _ ' � S. INV. EL.= 20.30 BOTTOM ELEV.-24.0 (0.10 AC) _ _ _ _ _ _ _ _ _ _ _ � _,� . - - - - - - - - - - - -N.INV.EL.=20.30 - - - - - - - - - - - - - - - - - - �o SAWCUT EXISTING ��2R 2�� _ � TOP BANK ELEV.=25A (0.18 AC) �� I N LET FO R 18" ADS � ti� ti� ti� ti� ti� ti� ti� PIPE, MATCH ,��9 0 - - - so.o� - - - - - � EXISTING INVERT CATC B IN o ti"� z3.s � GRATE EL 4.03 �sr � �S `L� �� S p�� o� 2S. � ,y 23.p � �O � �O ti� � ti� � °° � `�� `�� WAS H TU N N E L �'°�' �� "� o � � I� �`� MIN. F.F.E. 26 35 �� 3 � ny��/ I� tih� o °�9 ti/k� ti5 � Q �ss . ��o ./ 23 a o N � 2RR Z�z � !I / �sO / / � O � � �� I W . � ; O ��, `` k `1� � F �� xo �� 2s2 -�i� - �f� �� `1�� '� O � SAWCUT AND MATCH i � o EXISTING PAVEMENT Q � ��, OFFICE EQUIPMENT ROOM ti�� z34 3=' ' N � � o°� MIN. F.F.E. 26.35 .. �/ �. �,� 2Z9 < � � � I w �� . S � �'k° ^ tia� �Q � B,S� .yg� �,`'� 3 ��S � � �6 `L� - O (ry CONCRETE W o �,� . � v 2 6. c a p ^� �p I. I I, . � p - �� , � n �.. �t�� METAL LI6HT P 2q 8 Ry o � o O O o � o O o O � 2 0 0� 2 ° Zsap s� h� h� S� �� c,� 4+ IY �2R Zn. ��. �a o So �o o ti ti o �L ti � o I � �,a �o� �/� �� o �o� „, �R' ` 4+ UTILI Po� � _ �A �\ tik � ti � � � � 2 90 V` `�-�`� �\ 2°r 23.3 � � 22. CATC BASIN� _ �� S�� PROP ED � � �" �S2 2� ryN 8 � GRATE EL �24.00 � o � � �� p I o � Q90 �o �F9 � �k,.TYPE C INLET #2 �o I .} ti� 3 J N �,�o� o � �GRATE EL.= 25.35 ti� � o i �2g 2 2 0 � � ,�5° o ,�5� �,��'' W. INV. EL.= 21.00 ��c, � I CONCREiE � � � �Q �F �S �� ,�6 tih� E. I . EL.= 21.00 ti �� -��-> �ya�` CURB & GUTTER I I°° 9° 5�' �� 2O -��i 9° � � , �ti I �� /� G�/�- 3 �� o � PROPOSED z3.z o 2z.> SAWCUT AND MATCH i I � ti°`� �'� F90 TYPE "C" INLET #1 2s��s�, �,''� EXISTING PAVEMENT � � o � � ' �o ° � BURIED GAS oo �o G�.�� o o�� 50° � 2x GRATE EL.= �4.70 INT MARK ��,' ��,' ��`L �' 2 �v� W. INV. EL.= ZZ.ZO I �J �J , I\ 2� � . f 3 � ��'h '� ti/ �� r r �� 2k o �" � Z� I 4,ry� . I � � t--� � � �� , I � 22. s CATCH B SIN r�,�� 2s �0 25 3� o ryh�O o 0 2s6'� o 0 0 �s9� o o/ o �`Si?O 22 5 STORM DRPJN � GRAiE EL. 2 .D4 � � . . . . . ��k . � . � 1 9 - 23.1 22 ' � 22_ (18NRC� 18.45 I ti� SET MAG NAIL &� �J` j �' `L�� `I-� = 5 2 245 a=� DISK "LB 8360" AT � ONE WAY SIGN A� �� . N�o FOUND X" MARK IN ti� 2A� �.i .yj � � � . c' 22 4 CONCRETE SIDEWALK \ ti ti� ti'S k ti"S5 N '' . . . . . . Zf- . . . . . . . . - . CURB CUT � 2� 2�. 2y 2n2 Z42 N 89°56'07" W 299.67'(M) 300'(P) ?3.8 .Z� . 0 23$0 ° ,�� a a o ° osTREE7 SIGN I a 2� 5 . _� . , , . . . . . . � . . � � � . � . . . . - a � . . v� � � - - 2� v � � � . . . .2� o . - p. ° 2�.3 � . 23.3 � a 'Y6 � WATER VALVE I BURIED GAS �. � ^ �o PAINT MARK 3 `b PROP ED °� �,°`� b a� a� N N o SET MAG NAIL k ��2R � TYPE �C��LET #3 N � ry `L�� rya ,y'�� ry,y_ EDGE OF ASPHALT ry.�� ry^�� N DISK 'LB 8360� AT 2R' �� GRATE _ 24.50 �,� ti� I � � h CONCRETE SIDEWALK i ti� � 1� ry� rya/ �� _ _ _ _ _ _ _ E. INV. EL.- 20.70 _ � _ S ry 17TH STREET �n+ siREET(P) _ �_ _ J _ _/ _ _ / _ _ �'� _ N. INV. EL.= ZO.%O -�(ASPHALT ROAD) 40� R/W 3 pAINT MARK BURIED WAiER SANITARY MANH (TYPICAL) RIM EL 24.57 = � I SE INV. EL 18.85 (6" PVC) � � W.INV. EL 17.99 (6" PVC) EDGE OF ASPHALT BOTTOM EL 17.29 BURIED GAS UiILITY POLE PAINT MARK � i - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � CATCH BASIN � � I GRATE EL 24.20 o � I I � �= I I BLOCK 34 lo I I I 3 I i o i i I� SCALE: 1"=20' 0 10 20 40 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , i , � o i of Florida, Inc. yv � J � � o � J �� o O } � � o �Q� o � Z � ai�`r'� o N Q ■=�`�00 " � I� w v ^ O J �Y�m � Q .Q � LL � � � � �� lD (�j � � � H =o�c w " �� a � � oa � *+ ° � LL yW � N Z � N � W � � m W a C O z � � � Z : Q Q ;a p � �c=i�o Z � � oaLL a � z � ��w �Q � m J � J � � Z d ' �a� oW � w , � V w Y �az° �a , �' a ° �7 z i � � , O�� 7a N = o Z Q ' �� > �am� a i � � � /� J J li i � � � � � � JOB No.: 2020-046 SHEET 4 oF 10 QF��/ � ' .. I I _ A�F'FIALI YAKRIIVIi- ___..._ STRIPING HAS FADED ANAY Z Q � ALUMINIUM SIGN ON� � � GRAiETE 24500 � m I RAISED � . . � , • . � m . BLOCK 29 � � ~ Q � / Zlo • ' � CONCREiE PAD ' • BOLLARD Ca--�� pWp �I� W �` > ^ . � coNCR�e� . o � o �`� Q a � 4:6' 105.1' . d o d� �rc , � o ��. . . . . ' ' . � o. z �lo J �"�J ' � . � �° TOP BANK ELEV.=25.0 (0.18 AC) `" a � � � `_ � \ _�� }i� � �' . � � "' `Jd4TEB_IIEiE� — — — — — — — — —CLEANOUT— — — — — — — — — — — — — — — — — — — — — — — o . a a = I" .� � o � CONCRETE COLUMN BOTTOM ELEV.=24.0 (0.10 AC) � � = Q � ,� (T'PICAL) PROPOSED DRY I N �I 0 , . . � � . �.. _� . � . DETENTION AREA � w � � 3V . � � � ' � J � BOTTOM ELEV.=24.0 (0.10 AC) _ _ _ _ _ _ _ _ _ _ _ � �� , ' I . �. . . . — — — — — — — — — — — — — — — — — — — — — — — — o � ' � � 3 � W TOP BANK ELEV.=25.0 (0.18 AC) ' � � . . . . = cn I� � . --- 50.0� ----- C�3' rl � CATC BASI ' � o. � GRAiE EL 24.03 . • � I � ��. . � o � WASH TUNNEL � a` � i MIN. F.F.E. 26.35 � �= o , . . . o I o ,N I I . � . .3 � � . . � I ° I ' _ . . : . � . o � OFFICE EQUIPMENT ROOM . _ � ' ' .� I � . < �� ' o° MIN. F.F.E. 26.35 � . o � 3� � c� �. . '.' o �. � a � o y1 CONCREiE I. I W . �.� o .. � . . . . . : a � ° P WMETAL L1GHT P E�� . � I .. o 0 0 0 0 0 0 0 0 o I ` ; x I q . . J o 3. � unu Po� � _ BRSAT� , o � . . I � GRATE E 24.00 � � �` � I x � I � , �. I . ' 4 I CONCRETE I , . • . WRB & GUTfER .. . � � �� . ' I • . 3� . _ � I I • � � ' � BURIED GAS I PAINT MARK � • ' I ' I = / lo I . o ' �. ICATCH B SIN �. � �� o 0 0 0/ o� o 0 0 0 0 o STORM DRAIN GRAiE EL 2 A4 ' E. INV. EL 18.45 SET MAG NAIL dc (16" RCP) I I � � ' ._• DISK �LB 8360' AT o � �• , o FWND "X" MARK IN ONE WAY SIGN CONCRETE SIDEWALK I � . �' . . . ' • �. N 89°S6'07" W 299.67'(M) 300'( . ; o o cuRe cur I . . . , . o a v `�lo a d o a a pSTREE7 SIGN � � ' � ' • � • ' ' • ' ' ' ' ' � .. � • � � ' I ' m' a � � . a. Q p. ° . o. a WATER VALVE I BURIED GAS • ' ' g PAINT MARK 3 0 o SET MAG NAIL k o N EDGE OF ASPHALT DISK 'LB 8360� AT � FOUND 'X' MARK IN � CONCRETE SIDEWALK � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ SW 17TH STREET 7EN7H STREET(P) _ _ _ _ SANITARY MANHOLE 3 —�(ASPHALT ROAD) 40' R/W o RIM EL 24.57 BURIED WAiER SE INV. EL 18.85 (6� PVC) � (iYP CAL�K � � W.INV. EL 17.99 (6" PVC) EDGE OF ASPHALT BOTTOM EL 17.29 BURIED GAS UiILITY POLE I \ I PAINT MARK� � PLAN SCALE: 1" = 20' LANDSCAPING PROPERTY LINE � I GROUND EXISTING PAVEMENT TRASH )CATI O LANDSCAPING �DRIVE WA ESCAPE GROUND LEVELJ PAVEMENT LANDSCAPING LANDSCAPING CURB TYP. DRAIN PIPE VACUUM WASH PARKING SECTION A-A NTS LANDSCAPING PROPOSED BUILDING _� �_ LANDSCAPING VAC WASH DRIVEWAY VAC WASH PARKING PARKING PROPERTY LINE � EXISTING PAVEMENT� � 1% CURB TYP. �% PAVEMENT� �DRAIN PIPE SECTION B-B NTS GROUND LEVEL SCALE: 1"=20' 0 10 20 40 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � � � 0 i, of Florida, Inc. PAVEMENT LAN DSCAPI NG ni inn T�in PARKING FOR DELIVERIES LAN DSCAPI NG RIVEWAY i i i vi�v�i�v ��v�� PAVEMENT GROUND LEVEL � � PROPERTY LINE , I TOP OF BANK I BOTTOM OF BANK I ��TOP OF BANK F. F. E. = 26.35 RTY LINE yv � .� � ,� 0 � � N � � o � � o O o � � � � o i Z O � � M � o N Q ■ = v� ", °° N � �� w v ^ ° � � Y � c"� � Q .Q � LL � � O O � lD (�j � � � � � �=o�c w � � � � Q � � oa � � O � LL yW � N Z � N � W � � m W a c 0 z � � Z ;Q ; a = o ' � � � N o � O /r J \` L.L i �V�w w ; W m V� � J � � Z � �a� '� w o � V w ! � Y � � z O � ' V o V ' a ; z � W ' O � U � N = z � � � ' � � �a � � m�_ o J J i � � � � � � JOB No.: 2020-046 SHEET 5 oF 10 i i LEGEND PROPOSED TREE (27 PROVIDED) � PROPOSED SHRUB (101 PROVIDED) NOTE: 1. This plan is for site plan approval and only shows the location of the proposed landscaping. Follow the Division 4- Landscaping of the City of Okeechobee's code of regulations. 2. Consideration will be made to protect the overhead utility lines from mature tree growth in compliance with Section 90-538(d) and 90-543. 3.Plantings will be elected from South Florida Water Management District's Xeriscape Plan Guide, with at least 75% of the total required plans being native very drought tolerant species as listed in that Plant Guide 4. Trees shall be at least 10' and 2" in diameter measured 4' above ground level at the time of planting. Landscaping Requirements Trees Shrubs 1 tree and 3 shrubs for every 3,000 sf of lot 15 45 area - 1.0 acres Buffer 10' street - 2' other Property Lines (PL) 20 60 - 1 tree, 3 shrubs for every 300 sf of required landscaping 150 If on street and 450 If on other PLs 18 sf of landscaping for every parking space - 6 18 1 tree and 3 shrubs for every 72 sf of landscaping - 21 proposed parking spaces Landscape islands min 5' x 15' every 10 0 0 spaces max. uninterrupted spaces 12 Individual Single Family 0 0 Multifamily One Bedroom (2 trees per unit) 0 0 Multifamily two to four Bedrooms (3 trees 0 0 per unit) Mobile Home Park or subdivision (2 trees per 0 0 dwelling) Assisted Living facilities, nursing home (1 tree 0 0 per two units or bedrooms) Multifamily One Bedroom (2 trees per unit) 0 0 Total: 26 78 Note: Since the landscaping requirement is greater in the parking, buffers and islands those areas will dictate the required landscaping. OCK 28 I BL � - UTILITY POLE ASPHALT ASPHALT � SIGN I CONCRETE SIDEWALK I CONCRETE SIDEWALK CONCRETE SIDEWALK -- -- -- -- -- -- - -- -- -- -- -- -- -- o � WATER VALVE I CONCRETE GUTTER EDGE OF ASPHALT FOUND 5/8" IRON 3 I ROD (NO ID) o �.,� S. �.2� W. _ _ _ _ _ _ _ _ _ _ _ SW 16TH STREET NINiH STREET(P) iELEPHONE PEDESTAL � (ASPHALT ROAD) 40' R/W - - - - � SET MAG NAIL dc I EDGE OF ASPHALT - -�--�--�--�--�--�--�--�--�--�--�--�--�--�--�-., .�.. . � . , . . . . 3 DISK LB 8360 AT '- - N, o FOUND "X" MARK IN I , _.__.__.- � CONCREiE SIDEWALK �� : . ' I' . ' . ' . DIVIDED HIGHWAY SIGN GRASS yyq� yq�yE � �� / � . S$9°49'04" E 299.43'(C) 300'(P) WOOD FENCE unulr Po� ANCHOR STOP SIGN � � OHW� OHW OHW OHW OHW OHW '] W HW��pHW OHW DIIW HW OHW OHW OHW OHW p � - - - � - STOP SIGN �'� -'J --• � -•--�--•--�--�--•--�--�--�- • ' CURB CUT --.--.--.--.--•--•--'--•- . • . . � END OF fENCE OHk. I GREESE iRAP . I . .. 0.4' N. � BENCHMARK "A' END OF FENCE \ . I SET MAG NAIL (NO ID) 0 9� S � �� TELEPHONE PEDESTAL I N LID EL 24.00 � � EL. 24.00' (NAVD 88) � o r-- � � . N �� CONCREiE COLUMN . •N . I L__ __ J (iYPICAL) � . I CURBREIE. . �� o�T . . .. . � � �- - �=-�--- --- ----------- iasa ------------------- --- unuTrPo� � �68.8' /14.1� � - 10� FLORIDA POWER & LIGHT I ' c� EASEMENT AS SHOWN ON SURVEY . � ' � � � W ' . � . PREPARED BY BROOME, VAN ' � F.F.E. 24.06 � �+� � ' ' OSiRAN & ASSOCIATES, INC., I ' • AT THIS ENTRANCE F•F•E• 24•4�y � o� � ORDER N0. 123A, DATED 3-26-82 AT THIS ENTRANCE / �'� . � • � w �� . . I I . . � . /s o. � � . � ' . � ' � CURB & GUTTER � � 3 . � , � . . �� . I � � I � F.F.E. 24.65 � , . . . AT GARAGE ENTRANCE �1�� .. . � � I � ' ' � . � � ))) � � . � . . 3 • • CLEANOUT �� , . ' " • o a � � . � � o �CATCH �ASIN � . ' SPEED LIMIT SIGN W � cRn�.e� sq.00� EXISTING BUILDING � . � � � � � 12,081 SF ' . � I� . i EXISTING PARKING .. � ASPHA�T sP�o suMP �� . �� U I . $ . i . . � , � . � . . � ;� 64 SPACES � . .. . ' � �� ' � ' � � FOR GENERAL RETAIL ' �� . � I ' ' � • � ' � " ' BURIED WAiER coNCRe� � 1$PACE�300SF = 41 Ye•3� METAL L1GHT OLE�� PAINT MARK I . COL'UMN . RAISED , CLEANOUT (TYPICAL) (TYPICAL) . 'CONCRETE . i. . . � . .. � � � i I � . . o . CATCH .BASIN ' F.F.E. 25.42 ' ' � � . • , � " • . GRAiE EL'23•91 2 STORY BUILDING .� I .. . (MOVIE THEATER) AT EAST N W � , . . ENTRANCES , . � , ~ .} I . � • • I '. ' ' � . •• . Q �� . , . . . . . . Q i . . _ . . �'� .� . . � = I � . o . '. .. w . BACKFLOW PREVENiER � I � F.F.E. 25.38 A�: '� . � � J ' . ' . .' . . : ~ AT THIS ENTRANCE � • . ' � Q eounRD� � � � . � � . ' �. . � '3 n' � 'z .u, � �� . 3 � ' ' � 0 4.7' �16.5' / . U . � • . � WATER VALVE o . � � - 35.0' r - - � . a � - - F.F.E. 25.06 � : . UiIUTY POLE AT THIS ENTRANCE ��y � I w� . ' . V . . �. i N oN'� . / � � �' � TOTAL PARCEL CONTAINS ,� unury Po� �I � �. � : � g g' � ' . �c�nr;our � ±2.06 ACRES „ I��j UT1LIiY POLE w ON • ' � • ASPHALT SPEED BUMP (n� . (ABANDONED) � Y I/ • �� ASPHALT PARKING BOLLARD m w I �N� � � . . . .. SiRIPING HAS FADm AWAY � Z Q CAT �BASIN ' M I ALUMINIUM SIGN �- ON.� � � GRATE E 24.00 . . U RasEo . . , : . BLOCK 29 � � ~ =W . o � / w�o . � . CONCRETE PAD . ,� > o . o � corRCReiE . eounRo C�--�7 �m o Qlo r Q a �, a:a' ios.�. or . a o a � � . .o . . . . • � . rc � Q NI Q ' � .. _ O = � & � a • ' � / `Jl14iE�..YETE� - - - - - - - - -CLEANOUT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .� . a Q> I = � O . / E u � > rn • CONCRETE COLUMN � a . ' � . I (rrPicn�) I �� I � ' N 2 . . I w I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �1"C - - � ='v � -� ��. 0 I o . cn I I . . . . - - - 50.0' - - - - - x � o. •' � CATC BASIN ' � I GRATE E 24:03 . � I _� � o � � WASH TUNNEL I • ' �\ �\ I ' a : : � � 3 I . . . ' � I � 'N � . � �. I - w ' 3 � . . o � � � � � J/.�/\''�//m,1 v OFFICE �" � I a � � : � � : � � 1�y/ �/p\j 11 EQIPMENT ROOM � � o � . Q . � \ ��y( \�J p a , „ . I � �� / i I � � � .� •,• � I � � CONCRETE I I W � � o_ � v e � ° P W METAL LIGHT P E�� . I � r I � � , CC . ' / • o. . . i . . 3 . � • n . . � W ' unu P � . � n � �o . � . I cnrc .a4sio� , TRASH � ' , ' / ('� ' . � GRAiE E 2 p ' S• S V�� 3 . VAC PARKING �o� _� : . ' 4 I CONCRETE I I . . ' '' • . CURB & WTfER . , � /� � /� /� � � I � . .. . 3. � ' = I �� o � ' � I IBURIED GAS , PAINT MARK �• / VAC PARKING / • I I I / I= . _ � E OYEE PARKING � �.;. . � . � � � I CATCH B SIN � o � STORM DRAIN GRATE EL. 2.!4 • E. INV. EL 18.45 I , �. � � 3 (18' RCP) I MAG NAIL & E WAY SIGN � ' 3. DISK 'LB 8360" A o o FOUND X" MARK N • • • . . , . CONCRETE SIDEW � � . . .' � . . . . � '', N 89°�6'07" W 299.67'(M) 300'(P) . o a o ° `�-� a ' o o a oSTREET SIGN �. CURB CUT I BURIED GAS . . , • , . • . • • • • • .. • ' I . . . . . a o �'t c a o p. ° . ° o a WAiER VALVE I 3 PPJNT MARK 3 0 o SET MAG NAIL & I o � mGE OF ASPHALT DISK �LB 8360" AT � FOUND "X" IAARK IN I CONCREiE SIDEWALK � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ SW 17TH STREET TENTH SiREET(P) _ _ _ _ _ SANITARY MANHOLE -�(ASPHALT ROAD) 40� R/W RIM EL 24.57 BURIED WATER o (TIPICAL)RK I SE INV. EL 18.85 (6" PVC) o � W. INV. EL 17.99 (6" PVC) EDGE OF ASPHALT BOTTOM EL 17.29 BURIED GAS UT1LIiY POLE I I PAINT MARK � i - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � CATCH BASIN � � I GRAiE EL 24.20 o � I I � �= I 0 I BLOCK 34 3 � � � i o i i � I I I� SCALE: 1"=20' � 1� 2� 40 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW i , I' , o of Florida, Inc. yv � � � � o � J �� o O } � � o � � � o � Z � ai�`r'� o N Q ■=�`�00 " � �� w v ^ ° � � Y � c"� � � LL � � � � � � � � lD U " LL =o�c w � '� �� a � � oa � � O � LL yW � � z O N > W � } m W a � O Z � � z � � ; a = o � � � ' N o Z � O /r J �� LL Q � � V � w � � o a � JCC= � �a� c� � w ' H v w Z Q � ' a � V z ° Q , ; Z a � V O � � 'n N � Q � � �C�CQ J �am� � � � � J J i � � � � � � JOB No.: 2020-046 SHEET 7 oF 10 1 1/2" TYPE SP 9.5 ASPHALTIC CONCRETE 8" LIMESTONE OR COQUINA BASE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. BASE SHALL MEET LBR 100 > � < / .. 12" STABILIZED SUB-GRADE FBV OF 75 PSI COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. SUB-GRADE SHALL MEET LBR 40 PAVEMENT SECTION N.T.S. NEW PAV'MT. & BASE � �� 4 � PAVEMENT a• � .. •. 0�0 '/�J\� < Q` d, a • : .° a NOTE: 3,000 PSI CONCRETE AT 28 DAYS TYPE "D" CURB DETAIL N.T.S. PER LATEST VERSION OF FDOT INDEX 300 12� SAW CUT EXIST. PAV'MT. — —� — EXIST. PAV'MT. & BASE � SAW CUT DETAIL N.T.S. Rounded Concrete Top 7' Long x 6" Dia. Steel Pipe Filled With Concrete (See Notes) m � � - M � 4 24" Dia. Concrete Base 3�J �,��i��, PROFILE NOTES �, The minimum Woll thickness of the plpe sholl be 0.188". 2. All posts sholl hove 2 coats of primer ond 2 coats of YelloW top coat, unless otherWise noted. 3. The primer coat shall meet the requirements of FDOT 971-5. 4. pll concrete shall be FDOT class 1. EXTERIOR 6" CONCRETE SLAB W/6x6 - '�'2.9 x H'2.9 �sis� w.w.F. i — — --�—�—�—�- —x-- — iii—ii�_�� —�ii —I � , II I � C0�IPACTED EARTH � 14' 6" fd BOLLARD 7' LENGTH 3' UNDERGROUND (TYP) 0 � ,� = PLAN � � v w _ � � � o � 3'-4" 5 4„ v DO ELS #5 @ ORNER O AND 4' c.c. 100% OPAQUE FENCE OR WALL ENCLOSURE WALLS - MASONRY WITH PLASTERED AND PAINTED SURFACES TO MATCH MAIN BUILDING FINISH. GATE CONSTRUCTION - STURDY METAL FRAME W/ PAWTED METAL DECK FACING. PROVIDE GATE STOPS TO SECURE GATES WHEN IN OPEN POSITION. TYPICAL DUMPSTER ENCLOSURE N. T. S. 0 � � 2' � 3' I 3' I 2' a ti � ro z'-4" z 1 „ z - 11" 11" ;,N Z�� Z�� 00 � o0 - o0 ia PIPE '"� o 0 � o0 0 00 0 n' o M m�� o 0 O O �oo 0 0 � 2''4" � i N� f 1� ��z„ �� z., APPROX. WEIGHT 235 LBS. , 2'-4" , N o 2'-0" �° �z � x ,� F PIPE �,i� X w z I GRATE � o�— � ni w� Z � � 2�� CL. �j Mi� Q'� � �I� in > � N o � � � w � is�� 1 m ¢ � `� T EYE BOLTS ,a m � �n � SEE INDEX � � , 201 � #4 BARS @ 12" cTRs. SECTION 12"� WEEPHOLE STRAIGHT BARS 2"x ;� W/ROCK/FILTER RETICULINE BARS 1;'x 16" FABRIC BANDS 2"x 4 APPROX. WEIGHT 104 LBS. RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL-18" PIPE NOTICE: 1/4"R d n �e° °a` Q 1/2" Pre-molded Expansion Joint Material EXPANSION JOINTS — 1�z�� 1/4"R (TYp•) d�4 � a °� e d 3/16" Saw CutJoint Maybe Substituted CONTRACTION JOINTS see plans for width 3,000 psi Class I Concrete Slope Per Cross 6�� z%� � Sections � f� � � I �: Compact Subgrade to 95% N OTES: � of the Maximum Density as Determined by AASHTO T-99 1. Provide expansion joints 20' center to center, at PC & PT of curves, junctions of existing & new sidewalks, and where sidewalk abuts curbs, driveways & similar structures. 2. Provide contraction joints 5' center to center. 3. Sod shall be placed below edge of sidewalk to allow drainage. 4. Sidewalk with 6"x6" No. 10 welded wire mesh throughout this project. TYPICAL SIDEWALK N.T.S. L 1.) STEEL GRATES ARE REQUIRED ON INLETS 2.) ALL INLETS WILL BE CASTTO PROVIDE A 18" WITH TRAVERSABLE SLOTS AND ON INLETS SUMP BELOW LOWEST CULVERT INVERT WHERE BICYCLE TRAFFIC IS ANTICIPATED. PRE-CAST TYPE 'C' CATCH BASIN N.T.S. 1/4" ALUMINUM POLLUTION tETARDING BAFFLE TOP EL.= 25.00, BOTTOM EL.= 23.00 BOLTED 6" ON CENTER W/ MASONRY BOLTS SEALED W/RAM NEK SEALER. 18" ADS N-12 INV. EL.= 20.50 � i 0 I J • • � FINISHED GRADE SPRING LINE OF PIPE �� :� � SEE NOTE NO. 5 INITIAL BACKFILL EMBEDMENT MATERIAL HAUNCHING BEDDING, 6" MIN. (IF REQUIRED) FOUNDATION (MAY NOT BE REQUIRED) NOTES: 1. IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED. 5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PER AASHTO T-180. 6. DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTOR'S EXPENSE. BACKFILLING REQUIREMENTS N.T.S. 12" 3" DIAMETER BLEEDER ORIFICE INV. EL.= 23.00 2' x 2'x 4" CONCRETE SLAB @ TOP EL. 22.50 SIDE VIEW FRONT VIEW CONTROL STRUCTURE CS-1 TYPE "C" INLET (MODIFIED) N.T.S. -12 PIPE INSTALLATION PER MANUFACTURER'S SPECIFICATIONS TYPICAL YARD DRAIN N.T.S. GRATE EL.= 25.00 1/4" ALUMINUM POLLUTION RETARDING BAFFLE INV. EL.= 23.00 3" DIAMETER BLEEDER ORIFICE INV. EL.= 23.00 18" ADS N-12 INVERT EL.= 20.50 STRUCTURE BOT. EL.= 19.00 FINISHED GRADE A DENSITY TEST SHALL BE PERFORMED BETWEEN STRUCTURES ATTHE FOLLOWING LOCATIONS: BEGIN TESTING IN THE FIRST FOOT —I I I I I I AND THEN EVERY 2 FEET 111� ll I I—I I I—I I I TO WITHIN 2 FEET OF SUBGRADE �� -iii�II Iil= BACKFILL SHALL BE PLACED IN 12" MAX. ��I1 LAYERS, EACH LAYER TO BE MECHANICALLY I� z TAMPED TO A MINIMUM 100% OF MAX. 1I�� DENSITY AS DETERMINED BY AASHTO II Q �III METHOD T-99 FOR NON-FLEXIBLE PIPE III > (RCP, DIP) AND 98% FOR FLEXIBLE PIPE. I I�II X O zo w� Q 12" MAX. 12" MAX. _¢ V V X X O�O� �O� � �O� OO�O _ �K o io �ODO O O 00�0 `~ p� �O Q O O O O O aLL �z a O�O� �O�O z¢ za ODO O�O z�w J O O O O a> a INVERT O�O O�O �� \ // /� ��/ o—I I I— �� I � � �_ � � � ��III��I=��IIII II II HAND PLACED SELECT MATERIAL (MAXIMUM 6" LAYERS) QUADRANTTO BE SHAPED COMPACTED WITH MECHANICAL TO RECEIVE PIPE BELL TAMPERS AND BARREL NOTE: IF PIPE IS NOT UNDER PROPOSED PAVEMENT, BACKFILL SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE SOIL ADJACENT TO THE PIPE TRENCH. TYPICAL TRENCH DETAII N.T.S. VARIES JOINTS WOVEN OR NON-WOVEN FILTER FABRIC 12" 12" TYPE D-3 (SEE INDEX 199) Min. Min. SECURING DEVICE ELLIPTICAL PIPE VARIES JOINTS 12" 12" Min. Min. ROUND PIPE PIPE SECTIONS COST OF FILTER FABRIC JACKET TO BE INCLUDED IN COST OF PIPE CULVERTS FOR ALL PIPE TYPES WOVEN OR NON-WOVEN — FILTER FABRIC SECURING DEVICE FILTER FABRIC JACKET N.T.S. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW � � , � � i of Florida, Inc. 0 � a w a a 3 � yv = •� � � � J �� O � � M � O ��N = cn o0 J '� Y �m � � � Q � � � lD U aj N C � �� o � ai O a � � yW � N Z O N � W � � m W a � O Z � Z Q a a 0 � 2 � V� Q O/' J ,� � V � w w W 00 J � � (/� H V � J Q z o Q V o w za� o O � U N = z C Q o W amo J J J � � JOB No.: 2020-046 SHEET 9 oF 10 ISOMETRIC VIEW CONCRETE �4�� inii ini� nQnini GENERALNOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before commencing work. 4. Contractor shall be res onsible for location of all existin utilities. The p 9 contractor shall contact all concerned utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design to be made without prior approval of the engineer. 6. All construction shall be completed in accordance with the applicable ordinances of Okeechobee County, Florida. 7. Contractor shall supply density tests to engineer on all sub-grade and base Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards 11. Erosion and sedimentation control techniques shall be incorporated during construction as follows: (1) silt screens shall be maintained at the project perimeter. (2) No off-site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ENGINEER OF RECORD INSPECTION REQUIREMENTS F.B.V. DENSITY L.B.R. THICKNESS MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE FEET FEET FEET FEET FEET FEET FEET FEET COMPACTED OR 200 5,000 200 5,000 200 5,000 300 10,000 STABILIZED GRADE ROCK BASE ---- ---- 300 10,000 300 10,000 300 10,000 SHELL ROCK ---- ---- 300 10,000 ---- ---- 300 10,000 ASPHALT ---- ---- ---- ---- ---- PER PER INSP. INSP. ALL rESTING SHALL BE TAKEN lN A STAGGERED SAMPLING PA rrERN FROM A POINT >2" lNSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT lNSIDE OF THE RIGHT EDGE 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land-disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After an si nificant rainfall sediment control structures will be ins ected for Y J � p integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. D. Restabilization shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land-distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in conjunction with construction of each phase. 22. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion control criteria due to site specific conditions. ENGINEER OF RECORD INSPECTION REQUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS.' 1. PRECONSTRUCTION MEETING 2. DRAINAGE PIPE (UNCOVEREDJ 3. PAVEMENT SUBGRADE 4. PAVEMENT BASE 5. FINAL EARTHWORK AND DRAINAGE SPECIFICATIONS 1. Clearin and Grubbin : Clearin and rubbin shall be erformed within the limits of the J 9 9 9 J p project work in accordance with Section 110, Florida Department of Transportation (FDOT) S ecifications. This item shall include but is not limited to the com lete removal and le al p , , p 9 dis osal of all trees brush stum s roots rass weeds rubbish and other undesirable p , , p > >9 > > material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the exception of areas specifically noted on the landscape plans as preserve areas or as areas to remain un-cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing operation. Prior to initiating the clearing operation, all adjacent wetland and preserve areas shall be marked and flagged in accordance with the City of Okeechobee and South Florida Water Management District (SFWMD) requirements All such areas immediately adjacent to the clearing operation shall also be protected by the installation of temporary silt barriers in accordance with the requirements of The City of Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding and mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 2. Earthwork and Grading: All earthwork and grading shall be performed as required to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report, if available. The specifications and recommendations included in that report shall be considered as a part of these plans and specifications. Should there be any conflict between that document and any requirements of these drawings or specifications, the most restrictive requirement shall govern. 3. Paving Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to the requirements of the City of Okeechobee and Florida Department of Transportation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requirements of Sections 300-1 through 300-7 of the FDOT Specifications. Prime Coat shall be applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard, unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be as shown on the typical sections and shall in all ways conform to the requirements of FDOT. B. Base: Limerock base material shall be compacted to 98°/a of maximum density per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above and included in the Soils Engineer's report. C. Sub-grade: Sub-grade shall be compacted to 98°/a of maximum density per AASHTO T-180, and stabilized to a minimum FBV of 50psi. Sub-grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub-grade inspection. D. Valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extruding machine or forms as shown on the plans. Minimum concrete compressive strength shall be 3,OOOpsi after 28 days. Sub-grade shall be moistened at the time concrete is placed to insure a uniformly damp surface. Ready-mix concrete shall have a slump of between 2 and 4 inches. No water shall be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at least 7 and 28 day testing. E. Sod: A minimum of a two-foot wide strip of sod, or as otherwise shown on the plans, shall be placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981. Generally, the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This applies only to those areas not covered by the sodding specified in the landscape plans, prepared by Others. G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to conduct all required testing on sub-grade, base, asphalt and concrete. Locations required for these tests shall be as required by the Okeechobee County, and/or in the case of the turn-lane improvements as required by the City of Okeechobee. At a minimum, testing shall be as recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated. H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. EARTHWORK AND DRAINAGE SPECIFICATIONS - (CONTINUED) 4. Drainage Improvements: All labor, materials and construction methods shall be in conformance to the minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back-filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contractor shall provide the necessary back-fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub-part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall be soil-tight. Pipe gasket shall conform to FDOT Specifications, Section 942. B. Corrugated Metal Pipe (CMP): All CMP shall be Steel, round, helical-wound corrugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number of joints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round, helical-wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CAP shall be installed at maximum lengths to reduce the number of joints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 435400C, round, only annular corrugations and conforming to FDOT Section 948-2.3. All joints shall be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All HDPE shall be installed at maximum lengths to reduce the number of joints. E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi stiffness when tested in accordance with ASTM Test Method D2412. There shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of 12454B as defined in ASTM Specification D1784. F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push-on joints (no glued joints) and shall be as specified for sanitary sewer construction, except that it shall be white in color. Any portion of the PVC storm pipe that may be exposed to sunlight, such as its outlet to the detention pond, shall be painted to protect it from UV light. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, and junction boxes shall be precast concrete conforming to ASTM C-478 and 64T. All concrete shall have not less than 4000-psi compressive strength at 28 days. Structure sections shall be joined with a mastic sealing compound. The remaining space shall be filled with the cement mortar and finished so as to produce a smooth continuous surFace inside and outside the wall sections. All openings in precast structures shall be cast at the time of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to ASTM C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast structures for his approval prior to fabrication. Shop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted grate. H. Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas shall be as follows: One test location midway between structures and one test location adjacent to each structure. Engineer may request additional locations. Testing in each location shall begin in the first foot above the culvert with tests every two feet to within two feet of the sub-grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99. I. Control Structures: Shall be constructed per the above specifications for Inlets, Manholes, and Junction Boxes except that the structures shall include the bleeders and weirs as shown on the detail. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW �Sunshine State One Call�� J. Rip-Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at the control structures CS-1 the downstream bubble-up structures. The rubble shall be of material and placed in accordance to FDOT Section 530-2.3 (material) and FDOT Section 530-3.3 (Construction Methods). Should broken concrete be used as the rubble, it shall be free from reinforcing bars or wire mesh. The contractor shall use care in the placement of the stone so that it is not dropped on thew fabric in such a fashion that tears the fabric. The fabric shall be as specified in FDOT Section 985 and shall be of the woven design and as specified for use with riprap per Table 1 of this section. The bedding stone shall be of the type typically used for drainfield rock and shall meet the requirements of FDOT for drainfield rock. yv � J �� .� ,� � � } � � �►Qm� � � � - N _ �"� J '� Y �m � =Q�N�° � l0 U aj � N � � �� a � W � w a � 0 0 z > w � > z 0 � 0 0 a 0 z a z 0 � N 0 _ � � a z � � � � � 0 _ � � � z w � � V O 0 � _ � z 0 V z a J � w 0 a � 0 z a 0 w � � 0 � a w � � a � z 0 � > W � � m W Q 0 0 z � � Z Q a Q 0 �N� 0 O/r J \` L.L V � w w W °° J � O V H V � Q z o V" a° z�� O " N=z �Qo w Q m o J J J - � � z w � � V O 0 � _ � u�i J Q W 0 JOB No.: 202O-O4G SHEET 10 oF 10