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2019-10-17
MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, OCTOBER 17, 2019, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 CALL TO ORDER — Chairperson The October 17, 2019, Technical Review Committee (TRC) meeting was called to order at 10:02 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary Voting Members: City Administrator Marcos Montes De Oca — Present Building Official Jeffery Newell — Absent (with consent) Fire Chief Herb Smith — Present Police Chief Robert Peterson — Absent (Major Donald Hagan in attendance) Public Works Director David Allen — Present Non -Voting Ex -Officio Members: City Attorney John R. Cook — Absent (with consent) City Planning Consultant Ben Smith — Present City Civil Engineering Consultant — Attendance not requested County Environmental Health Department Victor Faconti — Absent OUA Executive Director John Hayford — Present School District Representative — Absent Committee Secretary Patty Burnette — Present (Ms. Jackie Dunham, General Services Secretary, in attendance as well) III. AGENDA — Chairperson Chairperson Montes De Oca asked whether there were any requests for the addition, deferral or withdrawal of items on today's Agenda. There being none the Agenda stands as published. IV. MINUTES — Secretary Public Works Director Allen moved to dispense with the reading and approve the Minutes for the regular meeting held September 19, 2019; seconded by Major Hagan. Motion carried unanimously. V. NEW BUSINESS — Secretary A. Site Plan Review Application No. 19 -006 -TRC, development of a proposed residential apartment complex consisting of 191 apartment units, 191 on-site private storage units and a 2,500 square foot clubhouse on 19.01± unplatted acres located in the 800 to 900 blocks of Southwest 6th Street — Planning Consultant. Planning Staff Report: Planning Consultant Smith explained the subject property is 19.01 vacant acres located on the north side of Southwest 6th Street between 7th and 10th Avenues. The proposed use is to construct a residential apartment complex. The Applicant has requested a Comprehensive Plan Small Scale Future Land Use Map (FLUM) Amendment, Application No. 19- 003 -SSA to change the Future Land Use (FLU) on 9.12± acres from Single -Family Residential (SF) to Multi -Family Residential (MF). The remaining 9.89± acres is already designated MF on the FLUM. TRC - October 17, 2019 - Page 1 of 4 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 19 -006 -TRC continued. In addition, a Rezoning Petition No. 19-005-R has been requested for the entire property from Holding to Residential Multiple Family. The Applicant has provided a letter stating that potable water and sanitary sewer disposal services provided by the Okeechobee Utility Authority (OUA) are available and adequate capacity exists to serve the proposed development. Regarding solid waste disposal, service will be provided by Waste Management, which has provided a letter stating service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Steven L. Dobbs, P.E., has provided a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). O'Rourke Engineering & Planning was retained to review the traffic analysis submitted by the Applicant and prepared by MacKenzie Engineering & Planning, Inc. The analysis was performed with the assumption that the Southwest 6th Street ingress/egress will be the primary access, and the north entrance on Southwest 2nd Street to be used for emergency purposes only. Should the Applicant not agree to gate off that entrance and use for emergency purposes only, then the traffic impacts to 2nd Street will also need to be studied. Regarding concurrency, the traffic analysis demonstrates that the 1,456 daily trips, 91 AM peak hour trips and 108 PM peak hour trips, will not degrade the level of service in Okeechobee. No turn lanes into the project are required. The internal circulation appears to be adequate, with all aisles and parking and loading spaces meeting the minimum dimensions. The Applicant has not furnished a Fire Truck Circulation Plan. Several loading zones are provided throughout the site at 10 feet by 30 feet with unlimited vertical clearance. A trash compactor is located near the entrance on a circular drive with a loading area providing convenient access for trucks. The dimensional standards review appears to meet the requirements except for landscaping between parking areas and buildings. Adequate buffer space is provided, though plans do not depict any trees or shrubs in the areas between the buildings and parking areas. In addition, no shrubs are provided in the landscape buffer areas on the southwest, north, and northeast property lines as well as the frontages on the northwest and southeast property lines. Sidewalks are required adjacent to the right-of-way on Southwest 6th Street, although there is a wetland area located in the potential path. A photometric lighting plan has been provided. In conclusion, Planning Staff is recommending approval of the site plan, as submitted, with the following stipulations: provide landscaping between parking areas and buildings; provide shrubs in all landscape buffer areas; and if feasible, provide sidewalk along Southwest 6th Street. County Environmental Health Department: No issues were received. QUA: Director Hayford commented plans are needed for water and wastewater. Public Works: Director Allen discussed as an option to providing a sidewalk on the northside of Southwest 6th Street, to widen the entrance to the facility and provide a crosswalk to the southside of 6th Street with rapid flashing warning signs as well as crosswalk ahead signage. Police Department;: Major Hagan requested security cameras at both the main entrance on Southwest 6th Street and at the emergency exit on Southwest 2nd Street. He also suggested background and credit checks during the application process. TRC - October 17, 2019 - Page 2 of 4 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 19 -006 -TRC continued. BuildingOfficial: fficial: Building Official Newell was not in attendance but relayed to Secretary Burnette that he had no objections to the project. Fire Department: F=ire Chief Smith inquired about the number of hydrants that would be provided and their location. He will meet with the Applicant's representative, Mr. Dobbs, to coordinate the placement. He requested the roadway coming in at the main entrance on Southwest 6th Street be 20 feet and stripe down to 16 feet minimum lane. He inquired as to whether the storage units were for occupants only and whether they were both sprinkled. He requested signage to be posted for no storage of hazardous materials and suggested a minimum amount of time you would be allowed to park at the storage units, as he had a concern with accessibility in case of emergency. He voiced a concern with losing vertical and horizontal clearance once the landscaping grew. Lastly, he inquired as to whether it was possible to get power gates installed on Southwest 2nd Street for quicker access during medical emergencies. Chairperson Montes De Oca requested plans to show the turbidity control and hay bales to be placed at the discharge structure on Southwest 6th Street. In addition, plans showing swales around the perimeter to keep water from stacking against the perimeter berm and grading for the entire site. The sidewalk around the lake needs to be kept at a minimum of 20 feet from the top of the bank for maintenance. Adjust the lake slope to five to one. Install a sidewalk along the front property line on Southwest 2nd Street and adjust all internal crosswalks. He requested copies of the permits from the Department of Environmental Protection (DEP) and the SFWMD once they have been obtained. Lastly, the number of dwelling units for the project needs to be reduced from 191 to 190 to be in compliance with City codes. Mr. Dobbs, Engineer for the project, was present for any questions. He commented the client was hoping to have all the permits submitted by December 15th in the hopes of building sometime next year. He commented this would not be a gated community, the units would be rentals, the storage units would be for occupants only, and they would be accessible by walkup/in at the front location on Southwest 6th Street and by driving to the ones located near 2nd Street. All storage units would be sprinkled and there would be no storage of hazardous materials permitted. He would discuss with the client about installing power gates instead of just regular gates. All islands will be landscaped, and exterior lighting will be provided for security purposes. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. Mr. Frank Irby, 1385 Southeast 23rd Street, commented he liked the idea of the installation of the crosswalk on Southwest 6th Street to connect to the southside. Chairperson Montes De Oca asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. He disclosed he discussed the project with Mr. Dobbs. A motion and a second was offered by Fire Chief Smith and Public Works Director Allen to approve Site Plan Review Application No. 19 -006 -TRC, development of a proposed residential apartment complex consisting of 191 apartment units, 191 on-site private storage units and a 2,500 square foot clubhouse on 19.01± unplatted acres located in the 800 to 900 blocks of Southwest 6th Street with the following contingencies: 1. Provide landscaping between parking areas and buildings. 2. Provide shrubs in all landscape buffer areas. TRC - October 17, 2019 - Page 3 of 4 3. In lieu of sidewalk along north side of Southwest 6th Street, add a crosswalk with rapid flashing warning signs and crosswalk ahead warning signs. 4. Install sidewalk along front property line on the south side of Southwest 2nd Street. 5. Adjust all internal crosswalks. 6. Submit water and wastewater plans. 7. Submit copies of permits from the DEP and the SFWMD once they have been obtained. 8. Submit plans showing swales around perimeter to keep water from stacking against perimeter berm. 9. Submit plans showing turbidity control and place hay bales at discharge structure on Southwest 6th Street. 10. Expand the entrance on Southwest 6th Street to 20 feet and stripe down to 16 feet minimum lane. 11. Keep sidewalks around the lake at a minimum of 20 feet from the top of the bank for maintenance. 12. Submit plans showing grading for the entire site. 13. Coordinate with Fire Chief Smith concerning placement of fire hydrants. 14. Install signage that indicates no storage of hazardous material in storage units. 15. Reduce the number of dwelling units from 191 to 190 to comply with the maximum density requirements allowed. 16. Access to Southwest 2nd Street to be gated with knox lock for emergency purposes. 17. Install security cameras at both entrances. 18. The Police Department suggests background and credit checks for security purposes as part of the application process. Motion carried unanimously. VI. ADJOURNMENT— Chairperson. There being no further items on the Agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 10:47 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary (O'et" I w C-� Ly Ir' TRC - October 17, 2019 - Page 4 of 4 CITY OF OKEECHOBEE OCTOBER 17, 2019 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: October 17, 2019 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE - Secretary Administrator Montes De Oca Building Official Newell Chief Peterson Chief Smith Engineer Public Works Director Allen Non -Voting Ex -Officio Members: Attorney Cook Environmental Health Director Faconti OUA Executive Director Hayford Planning Consultant Smith School Representative Secretary Burnette jo ie AGENDA — Chairperson. A. Requests for the addition, deferral or withdrawal of items on today's agenda. Present Absent IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Minutes for the regular meeting of September 19, 2019. moved to dispense with the reading and approve the Minutes for the regular meeting of September 19, 2019; seconded by VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith--�� APPROVED DENIED � w jeonsen-� m4jor�{ an I P Position vacant at this time ✓ W (onset , IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Minutes for the regular meeting of September 19, 2019. moved to dispense with the reading and approve the Minutes for the regular meeting of September 19, 2019; seconded by VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith--�� APPROVED DENIED V. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 19-006-TRC, development consisting of 191 apartment units, 191 on-site private oaof a proposed residential apartment complex 19.01+ unplatted acres located in the 800 to 900 blocks of p ex g units and a 2tree square foot clubhouse on Southwest 6th Street -Planning Consultant. �• Review Planning Staff Report. B�►� : VLPs s h o ul d n .� be aff ee4-ed o o the iota! load l�Ce, @xi en�rone D� S� nd s / e, a sf s +o be �d ,erti��ger,��l ��rPoSQs ©nth 1� sLi aa{fd OFA W/ Kno/boX. P� 4of � �✓LQnds(�aprnqL�troeen J l n ✓eaS S+Q_vf'Pepor�l U4 but (d � r �s at1 lcinc(30W bit t4r areaS Ir^ reasrble to rtbvtcde StdewalK anl0 � A I le n ; 9 1 ©'ad 01 CrOssVVO-15 Qeross p1A_1-ksrole of SW vi-S4 INI'-k f-lash�n9 1*0eacons 9-r)6( 0r635uaa.lK Q GuaeL_ 319r,,s on each side Ha30 n ; is `Phis a. 9a4e Com mun i f-L o Knox I r�cK anti rrxz nua (m pPn -FIrcfaks 60 SWArdV (00�oLuretommercse,,krh( (rz"_Y-a a� (buy h �2n�-ra Hers �-�l r fs ✓Woutel rP�ornrv�nri ba'K rovfnd oly-eI-S `hV 5CtLrz+-y �urpov.S G�hrCh C'ou(d be par+0'F appuca+lon serpent �J160t"�S. Pre These un i f s ren i a fs tor wit[ PROP P kap pttrchas► n� 41vyn ? 41&fv10 : ®�a la,ns fvf WoIfr arta waOfVat r- -f'Vea t m P4 oqo_ "f rS a voA.1 a b Le_. t3 aM P IR f6r t 00_-k r a S I l l ✓ t���s�`� &r� • >�o. off- a dra9�-s Ctnc[ � he r e the o® � _ �S ve Dobbs C5Dl' W, I f croo c Ana e_ t, a_v ��►Q �� h kd V. NEW BUSINESS -IS 'f 2 re lb PI +6 bP 0 Spn n continued. k�-r S�n� -rot�2SQ yCZp�rfmonlS? A. Site Plan Review Application No. 19-006-TRC continued. / � fe rroy- S tar ot as cbrvrn — Moli , rqn rod cus- '_ i-4T reS 2 ���ee� 5b ►� VYIa fClneS �l h2 a F Vt a..r1 d s +1�t 1 hewe- I!a cyf lQr� Qrau� 7 �r` S1O✓ac�e GLnc�S — Qi2 � ha� -dor• `E-hC, 4cru.pQnts tx1Cc� o� for � r�2ia/ haus Wat wa-r 1<-L'p /111 0- mf)+ Dn Ve fd 44le 1)"S It, Il�o� P& ree ,/&)` h witI be ��rinkled ®No haZ.cirdous Ma4enals being Stored i� V-hervl I.�o ReCOm,"ndr SL911ac9e OV f S- Or s 'f -ht s CoL,Ud pon>er 9a4t. 1� Ins fa tfer�, r rv�d tc'a 1 Prne�Cjenetes ? Seve pvbbs WUL spea.K ON -1, Ks, 01 f?i (1t)CL r4PSPen(j baCk has CL)('n "nf re ' Q ConcPrn (,)r4--� -& f -x a aecoos s1b)�s lards(►aM 9rOLOS , Tease ala.tnf ac'r) SO 4�-t.q dorn'f lbs Ver+lce,i arld- he�nre)M l Ohs krance -k)", "t equ_tp M4 14RXti : Qb OL)-oretliS— —Telephone ('onU2tSapori Wil-, SeCfe�A'� Tuvyw-t�u 2. City Staff comments. MDb 1. i'l"nimu.rvl 16()urnp ? G'N✓ meed `fie, r bid N Corif-M) A'+' 44V H e_8 OaIle Si-ruchtre— Q n cL P i a ce had bates s Sho,� r n 9 9 tad c n� for pian4-hc J �-e ✓ W. ere cs wader o►n ? o Fsi Ee Ciratna _mere are tt�e 5tcx7�s ? s Steve uul i ( provide plans ©� ►�e�� Popp s of a t l perp it*fs DEPl 5rw M b �Dt e of 9 rade_ by s i de u)a- E a rand LoLko-- L,),,[l 13I0no4S be (am stlapedz des Q-)(ki,&r I(9ViI-)Rg ('S p►Dvldfd. p QVW 0 U -j d ce eOM"nvs 191 an(t5 to ow 40 (4de, V. NEW BUSINESS - continued. A. Site Plan Review Application No. 19 -006 -TRC continued. ty, b 6 ©rip- 3detoo-(< On ab Vs� i o fop Pro LDo� k> h 1fi�erylai Si�Q toQdlC$ 3 6�v Ad�'iis-� [ n�rna. l C«S a etc S 3. Hear from Property Owner or Designee/Agent — Mr. Steven Dobbs, PE, on behalf of the Applicant, Mr. Reuven Rogatinsky. DDW '. O to n� (S hae : f - o ha.�e. ( ✓v►� �#s c� n�. s �c h c! ons 1 crio� Sam -hune�Cul V. NEW BUSINESS - continued. A. Site Plan Review Application No. 19 -006 -TRC continued. 4 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. Tl'w k 1 (b q 1085 SE 93 rdS+ 11 KES s tdf t l su9 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 19 -006 -TRC continued. 5. Disclosure of Ex -Parte Communications by the Committee. lupe, C v yet s a h oris W l�h Steve 0012 S 6. a) Consider a motion to approve or deny the Application with/without contingencies. Motion and a second offered by andPLO Pll?n to, approve/deny Site Plan Review Application No. 19 -006 -TRC, development of a proposed residential apart em nt complex consisting of 191 apartment units, 191 on-site private storage units and a 2,500 square foot clubhouse on 19.01± unplatted acres located in the 800 to 900 blocks of Southwest 6th Street — Planning Consultant, with the following contingencies: V. NEW BUSINESS - continued. A. Site Plan Review Application No. 19 -006 -TRC continued. M b) Discussion. c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smit APPROVED DENIED VI. ADJOURN — Chairperson. There being no further items on Meeting at I©'Al a. m. the agenda, Chairperson I' adjourned the Technical Review Committee Ilk . . . . . . . . .......................................... T nAA� AVAJ A,4� -t 1*-Ylk Z-41 &e�77 d,� 4L.;,( CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA OCTOBER 17, 2019 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER OCTOBER 17, 2019, 10:00 a.m. - Chairperson II. STAFF ATTENDANCE -• Secretary. Voting Members: David Allen, Public Works Director Marcos Montes De Oca, City Administrator Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief Non -Voting Ex -Officio Members: John Cook, City Attorney Victor Faconti, Okeechobee County Environmental Health John Hayford, Okeechobee Utility Authority Ben Smith, City Planning Consultant, LaRue Planning and Management School Representative Patty Burnette, Secretary III. AGENDA - Chairperson A. Requests for the addition, deferral or withdrawal of items on today's agenda. IV. MINUTES - Secretary A. Motion to dispense with the reading and approve the Minutes for the regular meeting of September 19, 2019. V. NEW BUSINESS - Chairperson A. Site Plan Review Application No. 19 -006 -TRC, development of a proposed residential apartment complex consisting of 191 apartment units, 191 on-site private storage units and a 2,500 square foot clubhouse on 19.01± unplatted acres located in the 800 to 900 blocks of Southwest 6th Street — Planning Consultant. 1. Review Planning Staff Report. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent — Mr. Steven Dobbs, PE, on behalf of the Applicant, Mr. Reuven Rogatinsky. 4. Public comments or questions from those attending, or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. 6.a) Consider a motion to approve or deny Application with/without contingencies. b) Discussion. c) Vote on motion. VI. ADJOURN - Chairperson '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 Board Members; disclose any site visits made; 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 a reasonable opportunity to refute or respond. Please be advised that should you int9nd to show any document, picture, video or items to the Board in support or opposition to any item on the Agenda; a copy of the document, picture, video or item MUST be provided to the Board 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 that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863-763-3372. 0 La ee News 1 ,. uite D eANDEPENDENTc#o Fl8r� 313 a` 4974 NEWSMEDIA INC. USA OCT CHI, 2019 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee.- ty, Florida, that the attached copy of advertisement being a in the matter of M_e_e' '-'ty\CA in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further saysIthat the said Lake Okeechobee News is a newspaper published at Okeechobee, 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 advertisement for publication in the said newspaper. Katrina Elsken Swornand Vbscribed be ore me this day of (-)CA '.a/ (A C AD Notary Public, State of Florida at Large AMi gwDQM MY COMMIS "f FF976149 9MRMAP120,2020 BMW '',,,o'� i;�.•`' 8W1VuNoharyPudfoUrANW 4 M myoFowaKMMEE PUBLIC NOTICE TECHNIC/U. REVIEW COMMMEE MEETM NOTICE 15 FiQtFBYQVF3Y thattlte oTOkwd obeeTedvda 9 Re&W Qty Corruntice (fRC)w8oxdtrda tegutar meMMgonlfia Odt 17, 71)19 ak 10AM,orasRsoon'Ihe Srr ands � adend.TThheageda °I '°beeb ob dfiana't ok�dnbeeoxnorwo�9theeGesmioa otrpe, 8G3-7613372 e� 9820. ANY PE 90N Dt3CT M TO APMAL arty deci�on node W the TRC w1h r��rt may math r m 1:11md at tW mcethg wi creed to the I a vabatinrecordor prooaeIn,[smadeandihenmrdidudesthete0m ry and eAder� upon wt#r the_��ea� wR be based. N amordance vM the gnw�iortiswThDkablElaPI.(PDA),ary wiha asddinedb/ b3 paUdpate In poceeft .rAD" �=S= to proceeft 863 -763 -Mat 98M. BE ADVISED that sh id You ivaid m show ary doors k pidure, video or terns to the TRC irsopportor toany bin on the aga�,aovi =V= Fthedoa V vkfeo,orIscoMUSTbeprwldedorothe onrMee Se�yTan,e re�rds. BE ADVISED THAT ONE OR MORE My OF OKEECHOBEE ODUNC L MEMBERS MAY BE IN ATTENDANCE AT TNS EET PIOTICE REQITIItEMINTSANDtiSf�tE LAWSATE PUBISC CITE' OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 Rev. 10/ 18 Date Received I Cl City of Okeechobee Application No.Al-0o6:me_ rs a• General Services Department 55 S.E. Yd Avenue, Room 101 Fee Paid: $ 15' 3. 0 160 Lo Okeechobee, Florida 34974 Receipt No.qGrJ Phone: (863) 763-3372, ext. 9820 Fax: (863)763-1686 E-mail: Hearing Date: APPLICANT INFORMATION 1 Name of property owner(s): Frank Altobello Charitable Remainder Trust III 2 Owner mailing address: P.O. Box 417, Okeechobee, FL 34973 3 Name of applicant(s) if other than owner: Reuven Rogatinsky 4 Applicant mailing address: 3113 Stirling Road, Suite 103, Ft. Lauderdale, FL 33312 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 7 863-634-0194 - sdobbs@stevedobbsengineering.com Surveyor: Name, address, phone number and email address: Kenneth Breaux - 200 SW 3rd Avenue, Okeechobee, FL 34974 8 863-763-2887 - kab.twps@yahoo.com PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 700 BLOCK SW 6TH STREET, OKEECHOBEE,FL 34974 HWY 441 SOUTH, TURN RIGHT ONTO NW 6TH STREET. PARCEL STARTS APPROXIMATELY 700FT FROM SW 7TH AVE ON RIGHT. 10 Parcel Identification Number: 2-21-37-35-OA00-00006-0000, 2-21-37-35-OA00-00006-D000 11 Current Future Land Use designation: Single family Residential Mu.I4-i - fa m 11,t '�yesi&r*'JAI 12 Current Zoning district: Holding ' cN Cr s n •61 n ro-S 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 residential apartment complex consisting of 191 apartment units, 191 on-site private storage units, and a 2,500 sf clubhouse 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 currently on agricultural fences on-site. 14 15 Total land area in square feet (if less than two acres): or acres: 19.01 16 Is proposed use different from existing or prior use C __Yes) C_No) Rev. 10/ 18 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 Number and description of phases: 17 Single phase 18 Source of potable water: OUA 19 1 Method of sewage disposal: OUA For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property. 21 One (1) copy of last recorded warranty deed. 22 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 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. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. 25 Eleven (11) 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, including architectural elevations. Eleven (11) copies of landscape plan, 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 shrub. 28 Eleven (11) 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 the trip generation 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 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 adjacent roadway links with and without the project. 31 USB flash drive of application 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 notified 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 Information 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 request. False or misleading information may be punishable by a fine of up to $500.00 and i priso ment of up to 30 days and may result in the summary d nial of this ap lication. 2 L 1 Reuven Rogatinsky Signature Printed Name Da7e For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan Review Page 3 of 3 City of Okeechobee Checklist for Site Plan Review Rev. 10/18 REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Nine (9) copies of sealed site plan drawings with the scale, legend, and author block on 11" by 17" sheet prepared at a scale no less than one inch equals 20 feet & Two (2) copies on 24" by 36" sheet prepared at a scale no less 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. 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, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 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 (location, number, size and type of 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 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 loading 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. 10/18 This Instrument Prepared By TOM W. CONELY, 1111, ESQUIRE CONELY & CONELY, P.A. Post Office Drawer 1:367 Okeechobee, Florida 34973-1367 Parcel Number: 2-21-37-35-0A00-00006-0000 2-21-37-35-OA00-00006-D000 FILE HUM 200901 34-75 OR BK 00679 PG 1002 SHARON ROBERTSON? CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY? FL RECORDED 12/03/2009 11:53:14 AM AMT 10.00 RECORDING FEES 18.50 DEED DOG 0.70 RECORDED BY M Finon P9s 1002 — 1003; (2p95) QUIT CLAIM DEED [PREPARED WITHOUT EXAMINATION OF TITLE] THIS INDENTURE made the 11y'\ day of November, 2009 by OKEECHOBEE UTILITY AUTHORITY, hereinafter called first party, to FRANK ALTOBELLO, as Trustee of the Frank Altobello Charitable Remainder TrustlII dated April 16, 2003, andMILDRED FRANCES ALTOBELLO, whose post office address is P.O. Box 417, Okeechobee, FL 34973-0417, hereinafter called the second party: (Wherever used herein the terms "first party" and "second part}j' include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That the said first party, for and in consideration of ONE DOLLAR and other valuable consideration, receipt whereof, is hereby acknowledged, does hereby remise, release and quit -claim unto the said second party forever, all the right, title, interest, claim and demand which the said fust party has in and to the following descnbed lot, piece or; parcel of land, situate, lying and being in Okeechobee County, Florida, viz: AND TWO UNPLATTED PARCELS OF LAND, SHOWN AS THE RAILROAD GROUNDS, LYING WITHIN THE PLAT OF THE CITY OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE P -ARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK452, PAGE 1436; PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOUTH 89°53'11 WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF SW 6TH STREET, A DISTANCE 017.285.32 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89°53'11" WEST TO THE INTERSECTION WITH THE EAST LINE OF BLOCK 202, CITY OF OKEECHOBEE, A DISTANCE OF 725.50 FEET; THENCE BEAR NORTH 00°04'58" WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.44 FEET; THENCE BEAR NORTH 89°53'58" EAST, A DISTANCE OF 725.33 FEET; THENCE BEAR SOUTH 0OoO6102" EAST, A DISTANCE OF 547.28 FEET TO THE POINT OF BEGINNING. CONTAINING 9.12 ACRES, MORE OR LESS. COMMENCE; AT THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK 452, PAGE 1436, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOUTH 89°53'11" WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF SW 6 rx STREET, TO THE INTERSECTION WITH THE EAST LINE OF BLOCK 202, CITY OF OKEECHOBEE, A DISTANCE OF 1010.82 FEET; THENCE BEAR NORTH 00°04'58" WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.44 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00004'58" WEST, A DISTANCE OF 547.44 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK 202, CITY OF OKEECHOBEE; Book679/Page1002 CFN#2009013478 Page 1 of 2 THENCE 13EAR NORTH 89°54'50" EAST, TO THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK 293, PAGE 257, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 704.88 FEET; THENCE 13EAR NORTH 00°04'58" WEST, A DISTANCE OF 398.67 FEET TO THE INTERSECTION WITH A CURVE IN THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTHWEST 2i'D STREET; SAID CURVE CONCAVING TO THE NORTHWEST, HAVING A RADIUS OF 402.71 FEET, A DELTA ANGLE OF 11 ° 11'52" AND A LONG CHORD BEARING NORTH 6253'33" EAST, A DISTANCE OF 78.58 FEET; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 78.71 FEET; THENCE BEAR SOUTH 00°04'58" EAST, A DISTANCE OF 534.67 FEET; THENCE BEAR SOUTH 89°54'50" WEST, A DISTANCE OF 49.69 FEET; THENCE BEAR SOUTH 00°06'02" EAST, A DISTANCE OF 447.25 FEET; THENCE BEAR SOUTH 89°53'58" WEST, A DISTANCE OF 725.33 FEET TO THE POINT OF BEGINNING. CONTAINING 9.90 ACRES, MORE OR LESS. The purpose of this quit -claim deed is to release the real property described herein from that certain Okeechobee Utility Authority Water and Wastewater System Standard Developer's Agreement and First Addendum C'Standard Developer's Agreement) dated November 7, 2006 and recorded in Official Records Book 618 at page 1724, public records of Okeechobee County, Florida, and to confirm that none of the Equivalent Residential Connections (ERCs) reserved therein shall attach to and become a part of die real property described herein nor shall any special non -ad valorem assessments therefor be assessed against said real property by first party. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thcre unto belonging or in any wise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said first party, either in law or equity, to the only proper use, benefit and behalf of the said second party forever. IN WITNESS WHEREOF, the said fust party has caused these presents to be executed by its duly authorized officers the day and year first above written. Signed, sealed and delivered in our resence: n idiess Si e��" j ,/ Printed N KK1'.ST1/ >!d i0!))AJr'A/ Witness Signature _ Printed Name:_ I n (X-- m D S STATE OF FLORIDA COUNTY OF OKEECHOBEE OKEECHOBEE'`UTILITY AUTHORITY By: Frank Irby, Cha' 100 SW 5a' Avenue Okeechobee, FL 34974 The foregoing instrument was acknowledged before me this /74'1 day of No ember, 2009 by FRANK IRBY the chairman of the OKEJECHOBEE UTILITY AUTHORITY; he[ is personally known to me or [ ] produced LVJ& as identification. NOTA4tY PUBLIC LYNETTE MARIE LOWE V4'Pls. Notary Public -State o1 Flodda My CommIsalm Explm Sp 2, 2011 PS common 0 Do 60&-,o ""t, e••'��` Bor&dThraghNatWWNoWYAan. Book679/Page1003 CFN#2009013478 Page 2 of 2 City of Okeechobee 55 SE 3r`' Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): FRANK ALTOBELLO CHARITABLE RENIAINDER TRUST 111 Mailing Address: P.O, BOX 417, OKEECHOBEE, FL 34973 Home Telephone: Work: Cell: 563-610-0592 Property Address: 700 BLOCK OF SW 6TH STREET Parcel ID Number: 2-21-37-35-0A.00-00006-0000, 2-21-37-35-OAOO-00006-D000 Name of Applicant: REUVEN ROGATINSKN' Home Telephone: Work: Cell: 954-536-6051 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the ful I right and puwer of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances. and appeals of deeisiors of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such tennination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS DAY OF c�'Ol v� 20 OWNER WITNESS / OWNER WITNESS Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property described above and that they executed the power of attorney for the purpose stated therein. Sworn and subscribed this Sl 5Tay of SLJLy 20 �P'""� C. MICHAEL BAGGOTT Notary Public: % fo b ,�' `��— SEAL, MY COMMISSIONN00111153 Commission Expires: �— �/ 02/ % ,,,r� EXPIRES: June 04, 2021 (Rev 9/2017) Pa. -e 5 oI' I 1 City of Okeechobee 55 SE 3r' Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 VA Nn f TgIW.. PnwER OF ATTORNEY Name of Property Owner(s): FRANK AL rOBELLO CHARI'T'ABLE REMAINDER ,rRUST III Mailing Address: P.O. BOX 417, OKEECHOBEF, 171,34973 Home Telephone: Work: Cell: 863-610-0592 Property Address: 700 BLOCK OF SW 6TId STREF I' Parcel 1D Number: 2-21-37-35-OAOO-00006.0000, 2-21-37-35-OA00-00006-D000 Name of Applicant: REUVFN ROGA'1'INSKY Home Telephone: Work: Cell: 954-536-6081 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS .WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS DAY OF 3 20 L l�yE'f e.n�°-�c�-�ik�C�- OWNER WITNESS OWNER WITNESS Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property described above and th t they executed the power of attorney for the purpose stated therein. Sworn and subscribed thisday of 20/17. Notary Public: SEAL Commission Expir : �►+� �� Notary Public Stara of Florida Denise Ann Dunlop IWy Commission- GG 159147 (Expires 1211512021 (Rev 9/2017) Page 5 of l I THE FRANK ALTOBELLO CHARITABLE REMAINDER TRUST III -B AGREEMENT DATED ,I;' TAXPAYER IDENTIFICATION NUMBER: 2ro-- G 3 0 � 3L q him. FRANK ALTOBELLO expressly reserves the power, exercisable by Will, to terminate the interest of the ALTOBELLO IRREVOCABLE FAMILY TRUST DATED APRIL 16, 2003 under the Trust. If FRANK ALTOBELLO exercises such power, no payments shall be made hereunder to the ALTOBELLO IRREVOCABLE FAMILY TRUST DATED APRIL 16, 2003. Instead, payment of the balance of the Trust's assets, including any amounts that have accrued since the last payment to FRANK ALTOBELLO, shall be made pursuant to Article III herein. B. Definition of Unitrust Amount. The Unitrust Amount shall be an amount equal to the following: 1. Unitrust Amount Before Effective Conversion Date. Until the first to occur of the expiration of the Trust Term (as defined in Paragraph D. of this Article) and the Effective Conversion Date, as defined in Subparagraph B.2. of this Article, the "Unitrust Amount" shall be an amount equal to the lesser of (a) the Trust income for such taxable year, as defined in Section 643(b) of the Code and the Treasury Regulations thereunder; and (b) seven percent (7%) of the net fair market value of the Trust assets valued as of the first day of such taxable year. If the Trust income for any taxable year exceeds the amount determined under Subparagraph B. L(b) of this Article, the Unitrust Amount for such taxable year shall also include such excess income to the extent that the aggregate of the amounts paid to the Recipient in prior years is less than seven percent (7%) of the aggregate net fair market value of the Trust assets for such years ("Makeup of Short -Fall Amounts"). 2. Unitrust Amount On or After Effective Conversion Date. At the beginning of the first taxable year following the year in which occurs the Triggering Event, as described in Subparagraph B.3. of this Article, the Unitrust Amount shall be computed under the fixed percentage method. Commencing with the first day of the taxable year following the year in which occurs the Triggering Event (the "Effective Conversion Date"), in each taxable year of the Trust until the expiration of the Trust Term, the Unitrust Amount shall be an amount equal to seven percent (7%) of the net fair market value of the Trust assets valued as of the first day of such taxable year. Commencing with the Effective Conversion Date, the Recipient shall forfeit any Makeup of Short -Fall Amounts; however, any makeup of Short -Fall Amounts prior to the Effective Conversion Date are to be satisfied with income realized prior to that date. 3. Triggering Event. The sale or exchange of the real property initially transferred to the Trust and described on Schedule "A" shall be the triggering event. C. Valuation. In computing the net fair market value of the Unitrust assets, there shall be taken into account all assets and liabilities without regard to whether particular items are taken into account in determining the income of the Unitrust. In determining the Unitrust Amount, the trust assets shall be valued as of the time of contribution. All valuations shall be made in accordance with Section 664 of the Code and corresponding Treasury Regulations. D. Trust Term. The "Trust Term" shall begin on the date this Trust is executed and shall expire upon the first to occur of (1) the death of FRANK ALTOBELLO, if (a) FRANK ALTOBELLO survives ETHEL ALTOBELLO and MILDRED FRANCES ALTOBELLO, or (b) FRANK ALTOBELLO predeceases ETHEL ALTOBELLO and/or MILDRED FRANCES ALTOBELLO, but effectively exercises his testamentary power to terminate the interest of the 2 ALTOBELLO IRREVOCABLE FAMILY TRUST DATED APRIL 16, 2003 under the Trust; and (2) the expiration of the twenty (20) year term beginning with the date of FRANK ALTOBELLO's death, if FRANK ALTOBELLO predeceases ETHEL ALTOBELLO and/or MILDRED FRANCES ALTOBELLO and does not effectively exercises his testamentary power to terminate the interest of the ALTOBELLO IRREVOCABLE FAMILY TRUST DATED APRIL 16, 2003 under the Trust. E. Source and Timing of Payment. The Unitrust Amount shall be paid quarterly on the last business day of each calendar quarter; provided, however, that with regard to the fourth calendar quarter, such Unitrust Amount may be paid within a reasonable time, as that term is defined in Treasury Regulations Section 1.664-3, after the close of the taxable year, if: (i) the entire Unitrust Amount in the hands of the Recipients is characterized only as income from the categories described in Code Sections 664(b)(1), (2) or (3); and/or (ii) the Trust distributes property (other than cash) that it owned at the clpse of the taxable year to pay the Unitrust Amount and the Trustee elects to treat any income generated by the distribution as occurring on the last day of the taxable year in which the Unitrust Amount is due. The Unitrust Amount shall be paid from income and, to the extent income is insufficient, then from principal. Any undistributed income of the Trust in excess of the Unitrust Amount shall be added to principal. If, for any taxable year, the net fair market value of the Trust assets is incorrectly determined, then within a reasonable period after the value is finally determined for federal tax purposes, the Trustee shall pay to the Recipients (in the case of an undervaluation) or receive from the Recipients (in the case of an overvaluation) an amount equal to the difference between the Unitrust Amount properly payable and the Unitrust Amount actually paid. The Unitrust Amount shall be paid in cash, in kind, or partly in each. ARTICLE IV. REMAINDER TO CHARITY Upon the expiration of the Trust Term, the Trustee shall distribute all of the then principal and income of the Trust to the Bishop of the Diocese of Palm Beach, or his successors in office, a "corporation sole," for the use and benefit of Sacred Heart Church of Okeechobee, Florida (hereinafter to be referred to as the "Charitable Organization"). The Bishop of the Diocese of Palm Beach, or his successors in office, shall have the sole discretion in making expenditures of such funds for the Charitable Organization; the priest of the Charitable Organization shall have no discretion with respect to such expenditures. If the Charitable Organization is not in existence at the expiration of the Trust Term or is not an organization described in Code Sections 170(b)(1)(A), 170(c), 2055(a) and 2522(a) at the time when any principal or income of the Trust is to be distributed to it, the Trustee shall distribute the balance of the principal and income to one or more organizations then so described as the Trustee shall select in its sole discretion and in such shares as it determines. ARTICLE V. ALLOCATION OF CAPITAL GAIN TO INCOME In calculating the Unitrust Amount for a taxable year that precedes the Effective Conversion Date, the Trustee shall allocate to income the excess, if any, of the proceeds from the 3 sale or exchange of Trust property over its fair market value on the date such property was contributed to the Trust or otherwise acquired by the Trustee. ARTICLE VI. TAXABLE YEAR; PRORATION OF UNITRUST AMOUNT The first taxable year of the Trust shall begin with the date of this Agreement and shall end on December 31, 2003. Subsequent taxable years shall be on a calendar year basis. In determining the Unitrust Amount, the Trustee shall prorate the same on a daily basis for a short taxable year and for the taxable year of the expiration of the Trust Term. ARTICLE VII. ADDITIONAL CONTRIBUTIONS PROHIBITED No contributions may be made to this Trust after the initial contribution has been made. ARTICLE VIII. PROHIBITED TRANSACTIONS Except for the payment of the Unitrust Amount to the Recipients, the Trustee is prohibited from engaging in any act of self-dealing as defined in Code Section 4941(d), from retaining any excess business holdings as defined in Code Section 4943(c) which would subject the Trust to tax under Code Section 4943, from making any investments which would subject the Trust to tax under Code Section 4944, and from making any taxable expenditures as defined in Code Section 4945(d). The Trustee shall make distributions at such time and in such manner as not to subject the Trust to tax under Code Section 4942. ARTICLE IX. TRUSTEE MUST NOT DISQUALIFY TRUST The Trustee is prohibited from exercising any power or discretion granted under any law or this Agreement that would be inconsistent with the qualification of the Trust under Code Sections 664(d)(2) and 664(d)(3) and the corresponding Treasury Regulations. A Trustee who is also a noncharitable beneficiary or the Grantor or a person who is related or subordinate to a noncharitable beneficiary or the Grantor (within the meaning of Code Section 672(c) and the Treasury Regulations thereunder), can value assets other than cash, cash equivalents, or marketable securities, or assets that can be readily sold or exchanged for cash or cash equivalents (within the meaning of Code Section 731(c) and the Treasury Regulations thereunder), only by a current qualified appraisal (as defined in Treasury Regulations Section 1.170A -13(c)(3)), from a qualified appraiser (as defined in Treasury Regulations Section 1.170A -13(c)(5)), to the extent required by the Code or the applicable Treasury Regulations. No other Trustee shall be required to use a current qualified appraisal from a qualified appraiser to value any Trust assets. ARTICLE X. LIMITED POWER OF AMENDMENT The Trust is irrevocable and the Grantor shall have no power to amend it, except that at any time that Grantor is living, the Grantor shall have the power to designate, add or delete 0 charitable organizations listed in the Article herein entitled "REMAINDER TO CHARITY." Notwithstanding the foregoing, each charitable organization so designated or added shall qualify as an organization described in Code Sections 170(b)(1)(A), 170(c), 2055(a), and 2522(a). Furthermore, the Trustee shall have the power, acting alone, to amend the Trust in any manner required for the sole purpose of ensuring that the Trust qualifies and continues to qualify as a charitable remainder unitrust that meets the requirement of Section 664 of the Code, and that permits a combination of methods for calculating the Unitrust Amount, as provided in Treasury Regulations Section 1.664-3(a)(1)(i)(c). ARTICLE XI. TRUSTEES A. Grantor shall serve as the initial Trustee of the Trust. If Grantor is unable to serve as Trustee for any reason, then WACHOVIA BANK, NATIONAL ASSOCIATION ("WACHOVIA") and FRANK IRBY shall serve as Successor Co -Trustees. Notwithstanding the foregoing, upon the date after the Triggering Event, WACHOVIA shall serve as Co -Trustee with Grantor. If Grantor is unable to serve as Co -Trustee for any reason, then FRANK IRBY shall serve as Co -Trustee with WACHOVIA. If FRANK IRBY is unable to serve as Co -Trustee for any reason, then DAVID PRATT, ESQ. shall serve as Co -Trustee with WACHOVIA. If DAVID PRATT, ESQ. is unable to serve as Co -Trustee for any reason, then TONY YOUNG, ESQ. shall serve as Co -Trustee with 0M. If FRANK IRBY, DAVID PRATT, ESQ. and TONY YOLJNG, ESQ. are unable to serve as Co -Trustee for any reason, then WACHOVIA shall serve as sole Trustee. Lo rtc MCAR J+ B. At any time that Grantor is living, the Grantor shall have the power to remove the Co -Trustee or Successor Trustee. In addition, the Grantor may, but need not, appoint a replacement Successor Trustee or Co -Trustee to the Successor Trustee or Co -Trustee so removed. Any such removal or appointment shall be made in writing delivered to the Trustee so removed or appointed. C. The Trustee may resign at any time by written notice to each beneficiary then eligible to receive payments from the Trust. D. Every successor Trustee shall have all the powers given the originally named Trustee. No successor Trustee shall be personally liable for any act or omission of any predecessor. A successor Trustee may accept the account rendered and the property received as a full and complete discharge to the predecessor Trustee without incurring any liability for so doing. E. The term "Trustee" and the pronouns therefor shall mean Trustee or Trustees from time to time qualified and acting and.shall be construed as masculine, feminine or neuter, and in the singular or plural, as the sense requires. The term "Corporate Trustee" shall mean any financial institution or trust company which has trust powers and assets under administration in excess of One Hundred Million Dollars ($100,000,000). 5 F. No Trustee wherever acting shall be required to give bond or surety or be appointed by or account for the administration of any trust to any court. No statute with respect to underproductive property shall apply to any trust under this Agreement. ARTICLE XII. ADMINISTRATIVE PROVISIONS The following provisions shall apply to the Trust under this Agreement: A. Facility of Beneficiary Payments. If income or discretionary amounts of principal become payable to a beneficiary under legal disability or to a beneficiary not adjudicated incapacitated but who, by reason of illness or mental or physical disability, is in the opinion of Trustee, unable properly to manage his or her affairs, then such income or principal shall be paid in such of the following ways as Trustee deems best: (a) to the beneficiary directly or her attorney in fact; (b) to the legally appointed guardian; or (c) by Trustee directly for the beneficiary's benefit. B. Spendthrift Provisions. The interest of a beneficiary in principal or income shall not be subject to the claims of any creditor, any spouse for alimony or support, or others, or to legal process, and may not be voluntarily or involuntarily alienated or encumbered. C. Powers of Trustee. Trustee shall hold, manage, care for and protect the Trust property and shall have the following powers and except to the extent inconsistent herewith, those now or hereafter conferred by law: 1. To invest and reinvest in such properties (real or personal) as Trustee deems advisable including, but not limited to, common and preferred stocks, secured and unsecured obligations, partnership interests, interest in investment trusts, common trust funds, mutual funds, leases, life insurance policies and property that is outside of a Grantor's domicile; 2. To cause any property, real or personal, belonging to the Trust to be held or registered in Trustee's name or in the name of a nominee or in such other form as Trustee deems best without disclosing the Trust relationship; 3. To vote in person or by general or limited proxy, or refrain from voting, any corporate securities for any purpose, except that any security as to which Trustee's possession of voting discretion would subject the issuing company or Trustee to any law, rule or regulation adversely affecting either the company or Trustee's ability to retain or vote company securities, shall be voted as directed by the beneficiary then entitled to receive or have the benefit of the income from the Trust; to exercise or sell any subscription or conversion rights; to consent to and join in or oppose any voting trusts, reorganizations, consolidations, mergers, foreclosures and liquidations and in connection therewith to deposit securities and accept and hold other securities or property received therefor; 4. To lease Trust property for any period of time though commencing in the future or extending beyond the term of the Trust; 5. To borrow money from any lender, including any Trustee hereunder, extend or renew any existing indebtedness and mortgage or pledge any property in the Trust upon such terms and conditions as Trustee deems appropriate; 6. To sell at public or private sale, contract to sell, convey, exchange, transfer and otherwise deal with the Trust property, real or personal, and any reinvestment thereof from time to time for such price and upon such terms as Trustee deems appropriate; 7. To employ agents, attorneys and proxies and to delegate to them such powers as Trustee considers desirable and to pay reasonable compensation for their services; 8. To compromise, contest, prosecute or abandon claims in favor of or against the Trust, and to agree to any recision or modification of any contract or agreement; 9. To distribute income and principal in cash or in kind, or partly in each, and to allocate or distribute undivided interests or different assets or disproportionate interests in assets, and to value the Trust property and to sell any part or all thereof in order to make allocation or distribution. The value of property distributed in kind shall be determined as of the date or dates of distribution. No adjustment shall be made to compensate for a disproportionate allocation of unrealized gain for Federal income tax purposes. No action taken by Trustee pursuant to this paragraph shall require the consent of nor be subject to question by the beneficiary; and 10. To perform other acts necessary or appropriate for the proper administration of the Trust, execute and deliver necessary instruments and give full receipts and discharges. D. Limitation on Powers. The provisions of Paragraph C. of this Article shall be subject to the provisions in the Article herein entitled "PROHIBITED TRANSACTIONS" and Grantor's intent to establish a charitable remainder unitrust within the meaning of Rev. Proc. 90-30, Rev. Proc. 90-31 and Code Section 664(d)(2). ARTICLE XIII. INVESTMENT OF TRUST ASSETS Nothing in this Agreement shall be construed to restrict the Trustee from investing the Trust assets in a manner that could result in the annual realization of a reasonable amount of income or gain from the sale or disposition of Trust assets. ARTICLE XIV. GOVERNING LAW This Trust shall be governed by the laws of the State of Florida. 7 ARTICLE XV. DEATH TAXES The Grantor imposes an obligation on Grantor's estate to pay any Federal estate taxes, state death taxes or any other estate, death or inheritance taxes ("Death Taxes") from sources other than this Trust. No Death Taxes with respect to this Trust shall be allocated to or be recoverable from this Trust. This provision may be enforced by any Trustee or charitable organization named herein. ARTICLE XVI. ACCEPTANCE BY TRUSTEE Trustee hereby accepts the Trust herein created. [BALANCE OF PAGE HAS INTENTIONALLY BEEN LEFT BLANK] IN WITNESS WHEREOF, Grantor signs, seals, publishes, and declares this instrument to be the FRANK ALTOBELLO CHARITABLE REMAINDER TRUST III -B and, in the presence of the persons witnessing it at Grantor's request, this , day of �6W. f4 , 2008. K ALTOBELLO, Grantor The foregoing was signed, sealed, published, and declared by FRANK ALTOBELLO, the Grantor, to be the FRANK ALTOBELLO CHARITABLE REMAINDER TRUST III -B and signed in our presence and we at the Grantor's request and in the Grantor's presence, and in the presence of each other, hereunto subscribe our names as witnesses on the date last above mentioned. residing at residing at Nj 6 7� IN WITNESS WHEREOF, Grantor and Trustee signs, seals, publishes, and declares this instrument to be the FRANK ALTOBELLO CHARITABLE REMAINDER TRUST III -B and, for purpose of identification, in the presence of the persons witnessing it at Grantor's request, this 2 day of ,,414,ez q.. , 2008. I ALTOBELLO, Grantor State of Florida ) OgOVA)e f— ) ss. County of4hdm-B-each ) We have been sworn by the officer signing below, and declare to that officer on our oaths that the Grantor declared the instrument to be the Grantor's CHARITABLE REMAINDER TRUST III -B and signed it in our presence and that we each signed the instrument as a witness in the presence of the Grantor and of each other. residing at d-,- j4w :�2 WY �residing at ACKNOWLEDGED AND SUBSCRIBED, BEFORE ME by FRANK ALTOBELLO, Grantor, who [ V115 personally known to me, OR [ ] has produced as identification; AND SWORN TO AND SUBSCRIBED BEFORE ME by the Witnesses: ,J-6- M95 91i 1 VE�lr�,Ctj l , witness, who [ �-]is personally known to me, OR [ ] has produced as identification; AND jjjAjjt.% , witness, who [ s personally known to me, OR [ ] has produced as identification; and subscribed by me in the presence of the Grantor and the subscribing witnesses, all on 4 2008.Zf' C.I�id'l..t�cr� Notary Publif Print Name: ) V 6e� `,��IIIIIIuui�pp�b My Commission Expires: . , e5er 16 oao9.� #DD 587035 : Q 10 FRANK ALTOBELLO CHARITABLE REMAINDER TRUST III -B SCHEDULE A Real Property legally described as follows: Date: (See attached Schedule "B" for complete legal description) NK ALTOBELLO, Trustee 8/5/2019 Wachovia Is Now Wells Fargo Wachovia Is Now Wells Fargo - Wells Fargo Founded in Winston-Salem, N.C. as Wachovia National Bank on June 16, 1879, Wachovia grew to be one of the largest diversified financial services companies in the United States. It traded on the New York Stock Exchange under the symbol WB. Wachovia provided a broad range of retail banking and brokerage, asset and wealth management, and corporate and investment banking products and services to customers through 3,300 retail financial centers in 21 states, along with nationwide retail brokerage, mortgage lending, and auto finance businesses. Globally, Wachovia served clients in corporate and institutional sectors and through more than 40 international offices. Wachovia is acquired M WACUOVTA In 2008, Wells Fargo & Company acquired Wachovia Corporation to create North America's most extensive distribution system for financial services, Wells Fargo provides banking, Insurance, investments, mortgage, and consumer and commercial finance through approximately 5,400 branches, more than 13,000 ATMs, the internet (wellsfargo.com), and other distribution channels across North America and internationally. The integration of Wachovia and Wells Fargo is complete, and all Wachovia accounts have been moved to Wells Fargo. Need help? If you are a customer and want to access your accounts online, please go to wellsfargo.com. If you have questions, please call us at 1 -800 -TO -WELLS (1-800-869-3557). For business accounts, please call 1 -800 -CALL -WELLS (1-800-225-5935). Phone Bankers are available 24 hours a day, 7 days a week. Deposit data as of lune 30, 2008 (pro forma for acquisitions; excludes deposits greater than $500 million in a single banking store.) LRC -0619 © 1999 - 2019 Wells Fargo. All rights reserved. NMLSR ID 399801 https://www.welisfargo.com/abouttcorporate/Wachovia/ 1/1 The Emerald Greens Apartments City of Okeechobee Future Land Use Amendment Aerial Exhibit H ZN DESCRIP TION RECITED FROM OFFICIAL RECORDS BOOK 679, PAGE 1002 & TOP 0 GRAP]!UC)%11=21L11 'E -T PREPARE' I TWO UNPLA TIED PARCELS OF LAND, SHOWN AS THE RAILROAD GROUNDS, L PING WITHIN THE PLA T 0) OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY FOL LOWS.• COMMENCE A T THE SOUTHWEST CORNER OF THA T PARCEL OF LAND DESCRIBED IN O.R. BOOK 452, l RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOU77-1 89 53'11 " WEST ALONG THE NOR77-1 f OF SW 67H STREET, A DISTANCE OF 285.32 FEET, TO 7HE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 53'11 " WEST TO THE INTERSECTION W1 TH THE EAST LINE OF BL OCK 202 OKEECHOBEE, A DISTANCE OF 725.50 FEET; THENCE BEAR NORTH 00 04'58" WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.4 THENCE BEAR NORTH 89 5358" EAST, A DISTANCE OF 725.33 FEE T; THENCE BEAR SOUTH 00106102" EAST A DISTANCE OF 547.28 FEET TO THE POINT OF BEGINNING. CONTAINING 9.12 ACRES, MORE OR LESS. AND COMMENCE A T THE SOUTHWEST CORNER OF THA T PARCEL OF LAND DESCRIBED IN O.R. BOOK 452, l RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOUTH 89 53'11 " WEST ALONG THE NORTH f OF SW 67H STREET, TO THE INTERSECTION WITH THE EAST LINE OF BLOCK 202, CITY OF OKEECHO32 10 10. 82 FEET; THENCE BEAR NORTH 00104'58 " WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.4 POINT OF BEGINNING; THENCE CONTINUE NORTH 00-04'58- WEST, A DISTANCE OF 547.44 FEET TO THE NORTHEAST CORNEI 202, CITY OF OKEECHOBEE; THENCE BEAR NORTH 8954'50" EAST, TO THE SOUTHEAST CORNER OF THA T PARCEL OF LAND DESC 293, PAGE 257, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 704.88 FEET, THENCE BEAR NORTH 00'04'58" WEST, A DISTANCE OF 398.67 FEET TO THE INTERSECTION WITH A G SOUTHERL Y RIGHT -OF -WA Y LINE OF SOUTHWEST 2ND STREET; SAID CURVE CONCH VING TO THE NOR RADIUS OF 4 02. 71 FEET, A DELTA ANGLE OF 11'11'52" AND A LONG CHORD BEARING NORTH 6253,3 OF 78.58 FEET,• THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 78.71 FEET; THENCE BEAR SOUTH 00 0458" EAST, A DISTANCE OF 534.67 FEET; THENCE BEAR SOUTH 89-54'50- WEST, A DISTANCE OF 49.69 FEET; THENCE BEAR SOUTH 00106102" EAST, A DISTANCE OF 447.25 FEET; THENCE BEAR SOUTH 89'5J58- WEST, A DISTANCE OF 725.33 FEET TO THE POINT OF BEGINNING. CONTAINING 9.90 ACRES, MORE OR LESS. PROJECT SPECIFIC NO TES. - 1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE DEED(D) AND MEASURED(M). 2) SITE ADDRESS.• . 3) PARCEL ID.- 2-21-37-35- 0/1 00- 00006-D000 & 2-21-37-35- OA 00- 00006- 0000. 4) F. I. R. M. ZONE.- "X" MAP NO. 12093C0480C, DATED 7-16-15. 5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL C WETLAND LOCATED IN SW CORNER OF S1 TE AS DEFINDED BY CHRIS SOPOTNICK, WETLAND SPECIALIS7 6) SURVEYOR WAS NOT PROVIDED W1TH ANY TITLE INFORMATION FOR THIS PARCEL. SURVEYOR ASSO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE EASEMENTS OR RESTRICTIONS THA T EFFECT THIS PARCEL. 7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDITION SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOL OF THE SIGNING PARTY OR PARTIES. 8) THE ELEVA TIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DA TUM OF 1988 (NA VD ELEVA TIONS ORIGINA TED FROM THE NA TIONAL GEODETIC SURVEY DESIGNA TION R 22(PID AF5555) 9) BEARING BASE. THE NORTH RIGHT -OF -WA Y OF SW 67H STREET IS TAKEN TO BEAR S 89-4942- 10) DA TE OF LAST FIELD SURVEY 02/21/19. TREE LEGEND = OAK TREE = MAPLE TREE NOTE- THE NUMBER INSIDE THE TREE SYMBOL REPRESENTS THE DIAMETER, MORE OR LESS, OF THE TREE IN INCHES PREPARED FOR THE EXCL USI VE USE OF ROGA TINSKI SEWERMANH❑LE °A° RIM EL. 27.74 INV. 8° PVC (WEST) 1 8.35 INV. 8° PVC (SOUTH) 16.56 INV. 8° PVC (NORTH) 16.53 SEWER MANHOLE °B° RIM EL. 28.68 INV. 8° PVC (WEST) 1 5.66 INV. 8° PVC (SOUTH) 1 5.76 INV. 8° PVC (NORTH) 1 5.84 SEWERMANH❑LE 'C° RIM EL. 28.1 2 INV. 8° PVC (WEST) 1 9.27 INV. 8° PVC (SOUTH) 1 6.28 INV. 8° PVC (NORTH) 16.38 C-1 RADIUS 402.71 DELTA 1 1'1 1'52" LENGTH 78.71 L- 1 S 89°51 X21 1 W(C) S 89°54'50' W(D) 49.69' ee DESCRIPTION DATE FB/PG BY CK ALTA/ACSM LAND TITLE & 03/29/19 349/12-16 DM KAB TOPOGRAPHICAL SURVEY ADDED WETLANDS 04/26/19 350/31 KB KAB ADDITIONAL TOPO & TREES 07/25/19 351/68 DM KAB SCALE 1 n = 100 DRAW/NG NUMBER. SHEET OF 330546 SW 5' ROko-TATINSKI moMUa 11 0L - - ELL IIPTCAL RCP E. NV 25.5' W. INV 25.5' LEGEND 0 -Set Iron Rod and Cap "KAB LS 4820" ■-Found CM 0 -Found Iron Rod (and Cap) *-Found Pipe (and Cap) ABBREVIATIONS EQ=Baseline; BM=Benchmark; CL=Centerline; C=Calculated; CATV=Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; A=Delta or Central Angle; E=East; E'LY=Easterly; E/P=Edge of Pavement; ESMT=Easement; E.I.R.M.=Flood Insurance Rate Map; FND=Found; IP -Iron Pipe; IR&(C)=Iron Rod (and ID Cap); L=(Arc) Length; M=Measured; MH -Manhole; N=North; N'LY=Northerly; NGV(D)=National Geodetic Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; f_=Property Line; P=Plat; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP= Permanent Control Point; POB=Point of Beginning; POC=Point of Commencement; PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point of Tangency; PU&D=Public Utilitiy and Drainage; R=Radius; R/W=Right-of-Way; S=South; S'LY=Southerly; T=Tangent; TEL -Telephone Splice or Switch Box; W=West; W'LY=Westerly; UTIL=Utility(ies); _0-�-=Spot Elevation based on indicated Datum. (PAINTED) 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 #4820. 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. PREVENTER METER TRADEWINDS SURVEYING 200 S.W. 3rd Avenue Okeechobee, FL. 34974 Tel: (863) 763-2887 Fax: (863) 763-4342 Email: kab.twps@yahoo.com ) E 346 P.O.C. SW CORNER ORB 452, PO. 1436 5 3, 1 1° W(D) SERVICES, LLC. Kenneth A. Breaux, Jr. (PSM 4820) LB NO. 8097 INDEX OF SHEETS Phone: (863) 824-7644 Consulting Engineers 1062 Jakes Way - Okeechobee, FL 34974 Steven L. Dobbs Engineering, LLC FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 ENGINEERS PROJECT No. 2019-007 LOCATION MAP SCALE: N.T.S. SITE FOR Lying In Sec. 21, Township 37 South, Range 35 East City of Okeechobee, Florida Construction Plans Emerald Greens Apartments CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW VICINITY MAP Project Location VERO BEACH HARBOR SAFETY PENSACOLA TALLAHASSEE FT. MYERS MIAMI TAMPA WEST PALM BEACH FT. PIERCE JUPITER STUART GAINESVILLE ORLANDO PALATKA JACKSONVILLE PORT ST. LUCIE OKEECHOBEE Proposed Multi-Family Development SCALE: N.T.S. Emerald Greens Apartments 01 OF 22 TITLE SHEET 02 OF 22 EXISTING CONDITIONS / DEMOLITION PLAN 03 OF 22 OVERALL PLAN 04 OF 22 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, SOUTH EAST VIEW 05 OF 22 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, SOUTH WEST VIEW 06 OF 22 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, NORTH WEST VIEW 07 OF 22 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, NORTH EAST VIEW 08 OF 22 PAVING, GRADING & DRAINAGE PLAN, SOUTH EAST VIEW 09 OF 22 PAVING, GRADING & DRAINAGE PLAN, SOUTH WEST VIEW 10 OF 22 PAVING, GRADING & DRAINAGE PLAN, NORTH WEST VIEW 11 OF 22 PAVING, GRADING & DRAINAGE PLAN, NORTH EAST VIEW 12 OF 22 DETAILS 13 OF 22 DETAILS 14 OF 22 UTILITY PLAN, SOUTH EAST VIEW 15 OF 22 UTILITY PLAN, SOUTH WEST VIEW 16 OF 22 UTILITY PLAN, NORTH WEST VIEW 17 OF 22 UTILITY PLAN, NORTH EAST VIEW 18 OF 22 UTILITY DETAILS 19 OF 22 UTILITY DETAILS 20 OF 22 UTILITY DETAILS 21 OF 22 UTILITY DETAILS 22 OF 22 GENERAL NOTES AND SPECIFICATIONS S 89°49'42" W(C) S 89°53'11" W(D) 725.50' 547.44'N 89°50'29" E(C) N 89°53'58" E(D) 725.33' 547.27'N 00°08'27" W(C) N 00°04'58" W(D) 1094.88' 547.44'S 00°09'31" E(C) S 00°06'02" E(D) 994.23'446.96'(C) 447.25'(D)S 89°49'42" W(C) S 89°53'11" W(D) 1010.82'N 89°51'21" E(C) N 89°54'50" E(D) 704.88'398.67' N 00°08'27" W(C) N 00°04'58" W(D)C-1S 00°08'27" E(C) S 00°04'58" E(D) 534.67'L-1S 89°50'29" W(C) S 89°53'58" W(D) 725.33'CLSW 6TH STREETTOTAL PARCELCONTAINS±19.01 ACRES(VACANT)P.O.B.P.O.B.SWCL2NDSTREETPID# 2-21-37-35-0A00-00006-D000±9.89 ACRESPID# 2-21-37-35-0A00-00006-0000±9.12 ACRESSW 10TH avenueCL 85'25' WE T L A N D BUF F E R25'WETLANDBUFFEREXISTING TREE TO BE REMOVED (TYP) PROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) PROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) SCALE: 1"= 50' 0 25'50'100' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 02 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Existing Conditions & Demolition Plan CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW L-1 S 89°51'21" W(C) S 89°54'50" W(D) 49.69' C-1 RADIUS 402.71' DELTA 11°11'52" LENGTH 78.71' CLSW 6TH STREETSWCL2NDSTREET SW 10TH avenueCL 8 10 10 2 10 10 10 3 2 8 4 10 10 8 4 3 10 3 3 8 10 10 8 10 3 5 10 3 7 10 10 2 10 610 10 10 54 10 LOADING ZONE9 10 10 5 1089 8 5 10 10 10103 LOADING ZONELOADING ZONELOADING ZONELOADING ZONE LOADING ZONE 25' WE T L A N D BUF F E R25'WETLANDBUFFERLOADING ZONELOADING ZONE LOADIN G Z O N E LOAD ING ZON E 10 8 7 BUILDING 4 2 STORY 18 UNIT RENTAL OFFICE BUILDING 5 2 STORY 18 UNIT BUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITBUILDING 9 2 STORY 18 UNIT BUILDING 8 2 STORY 18 UNIT BUILDING 102 STORY 18 UNITBUILDING 112 STORY 17 UNITBUILDING 32 STORY 16 UNITBUILDING 22 STORY 16 UNITBUILDING 12 STORY 16 UNITPROPOSED LAKE 1.77 AC ISLAND ISLAND RESIDENT'S STORAGE UNITS 76 TOTAL (10' x 10') RESIDENT'S STORAGE UNITS 116 TOTAL (10' x 10') TRASH COMPACTOR CLUBHOUSE 2,500 S.F. MAIL KIOSK BIKE PARKING 7 S S 5' CONC. SIDEWALK 5' CONC. SIDEWALK 5' CONC . S I D E W A L K 5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK 5' CONC. SIDEWALK 5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKSCALE: 1"= 50' 0 25'50'100' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 03 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Overall Plan / Key Sheet CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW NORTH WEST VIEWS SEE SHEETS 06, 10, 16 NORTH EAST VIEWS SEE SHEETS 07, 11, 17 SOUTH EAST VIEWS SEE SHEETS 04, 08, 14 SOUTH WEST VIEWS SEE SHEETS 05, 09, 15 CLSW 6TH STREET2 10 8 3 10 3 10 8 7 10 10 105 103 R5'R 5 'R5'R5'R 5 ' R 5 'R5'R30'R5'R5'R5'R5'R 5 ' R 5 ' R 5 ' R 5 ' R 5 ' R44'R5'R5'R20' R 5 ' R 1 5 'R5'R 5 '24'R5'R 5 ' R 5 '10'R5'R10'R9'R9'R10'R124'R25'12'R100'R75'R51' R15'R50'R25'R 3 0 ' R5' R5'R30'R30'R25'R50'R20'R25'R25'16'13.3'10'TYP10'5'6'6'5' 6'6'25'16'16'10' 6'16'10' 6'15'5' 10' TYP 12' 10' TYP 10' TYP 10' TYP 20'20'10' TYP 24'10'30'10'30'24'20'12'12'10'14'20'12'5'10'3 0 ' 59'22' R 5 ' R 5 ' R5'R5'R 5 'R5'20' 16'25'10'11'6'6'20' 16'25.7'6'LOADING ZONE10'5'5'12'5'12'5'24' 24'12'24' 20' 24' 20' 20'10'TYP5'10'TYP10'TYP10'TYP10'TYP10'TYP10'10'TYP10'TYP10'16'6'16'25'62' 152'104'13.3'38' 25' WE T L A N D BUF F E R 5'12'PROPOSED STOP BAR & STOP SIGN CROSSWALK STRIPING PER FDOT INDEX 17346 CROSSWALK STRIPING PER FDOT INDEX 17346 PROPOSED STOP BAR & STOP SIGN PROPOSED STOP BAR & STOP SIGN LOADI N G Z O N E LOAD ING ZON E 5' 10' TYP 12'10' 10 R5'R 5 '6'6'13.3'12'5'8 R5'R5'R 5 '14.7'16'19.5'12'50'50'24'BUILDING 4 2 STORY 18 UNIT RENTAL OFFICEBUILDING 102 STORY 18 UNITBUILDING 112 STORY 17 UNITBUILDING 22 STORY 16 UNITBUILDING 12 STORY 16 UNITISLAND RESIDENT'S STORAGE UNITS 116 TOTAL (10' x 10') TRASH COMPACTOR CLUBHOUSE 2,500 S.F. MAIL KIOSK BIKE PARKING 20.4' 724'15'35'15'5' CONC. SIDEWALK 5' CON C . S I D E W A L K 6' 6' 20'5'20'5'5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING15'PROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING10'TYP10'TYP10'TYPPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAPSIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAPSIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAPSIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDCONCRETEWHEELSTOP10'TYP10'TYP10'TYPSCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 04 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Horizontal Control, Striping & Signage Plan South East View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW CLSW 10TH avenueCL 3 8 10 8 10 3 5 10 3 10 2 10 54105 910 R5'R 5 ' R 5 'R5'R 5 'R5'R5'R 5 ' R 5 'R5'R 5 'R5'R5'R10 'R10'R 1 5 'R5'R15'R 1 5 'R5'R 5 ' R 5 'R5'R 5 ' R 5 'R5'R5'R 5 'R5'R 5 'R5'R 5 'R5'R5'R 5 ' 16'16'25'16'6'6'25'13.3' 17.1' 52.9'24.7'14.3' 14.9' 12'5'5'12' 10' TYP 22.8'10' TYP 10' TYP 24'24'10' TYP 10'10'10' TYP20'24'6'6'6'6'6'30'R5'6'6'10'13.3'12'5'5'12'20'20'10'TYP24'24' 20' 20' 5' 5'10'TYP10'TYP10'TYP10'TYP10'TYP10'TYP10'10'16'25'16' 16'6'252'6'6'13.3'5'12'13.3'5'12'25'WETLANDBUFFERPROPOSED STOP BAR & STOP SIGN PROPOSED STOP BAR & STOP SIGN LOADING ZONE7 R5'R 5 '14.7'30'BUILDING 9 2 STORY 18 UNIT BUILDING 102 STORY 18 UNITBUILDING 32 STORY 16 UNITBUILDING 22 STORY 16 UNIT21.4' 5' CONC. SIDEWALK 5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPING10'TYP10'TYPPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING PROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING PROPOSEDHANDICAPSIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPING10'TYP10'TYPPROPOSEDHANDICAPSIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGSCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 05 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Horizontal Control, Striping & Signage Plan South West View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW 10 10 10 3 8 4 610510 LOADING ZONE1089 20' 6'6'R 5 'R5'R5'R 5 ' R 5 'R5'R5'R 5 'R5'R 5 'R39'R15'R 5 'R5'R5'R10'R1 0 ' R 5 ' R 5 'R5'R5'R 5 ' R 5 'R5'R 5 'R5'R 5 'R5'20'24'5'10'TYP10'TYP10'TYP10'24'10'12'5'10'TYP13.3'10'15' 16'6'16'16'16'25' 6'6' 13.3'15.7' 10'25'10'24.7'14.3' 12'12'5'5'12'5' 10' TYP 10'20'10' TYP 10'10' TYP 24'10' TYP 6'6'6' 30'BUILDING 72 STORY 18 UNITBUILDING 9 2 STORY 18 UNIT BUILDING 8 2 STORY 18 UNIT ISLAND 25.2'5' CONC. SIDEWALK5' CONC. SIDEWALK 5' CONC. SIDEWALK 10'TYPPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING PROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING PROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING SCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 06 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Horizontal Control, Striping & Signage Plan North West View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW SWCL2NDSTREET 8 10 10 PROPOSED STOP BAR & STOP SIGN 2 10 8 10 4 R20'10 910 8101010 LOADING ZONELOADING ZONELOADING ZONELOADING ZONE R25'R30'R30'R15'R10'R30'R30'R1 0 ' R 5 ' R 5 'R5'R30'R 5 'R5'R5'R 5 '24'12'8'20'16' R 2 5 ' R 5 ' R5 'R5'R 5 'R5'R 5 'R5'R5'R 5 'R5'R5'R5'R5'R5'R5'R 5 'R10'R 1 0 ' R 1 5 'R5'R5'R5'R 5 ' R 5 '20'5'20'5'20'24'12'8'2 0 ' 24' 380' 20'5'20' 24'10'10'TYP10'TYP10'TYP10'TYP10'10'12'5'12'5'12'5'10'10'TYP13.3'25.7'13.3'16' 16'6'6'15'25'6'6'6'6'16'6'25' 6'16'15'16'10' 6' 12' 6'6' 10'10'5'10'5' 10'24'10' TYP 12'20'10' TYP 10' TYP 10' TYP 10' TYP 24'20'30' LOADING ZONE 8'BUILDING 5 2 STORY 18 UNIT BUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITPROPOSED LAKE 1.77 AC ISLAND ISLAND RESIDENT'S STORAGE UNITS 76 TOTAL (10' x 10') 21.4' 5' CONC. SIDEWALK 5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING 10' TYP PROPOSED HANDICAP SIGN PROPOSED CONCRETE WHEELSTOP PROPOSED HANDICAP STRIPING PROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOP10'TYP10'TYP10'TYPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGPROPOSEDHANDICAP SIGNPROPOSEDCONCRETEWHEELSTOPPROPOSEDHANDICAPSTRIPINGSCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 07 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Horizontal Control, Striping & Signage Plan North East View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW CLSW 6TH STREET2 10 8 3 10 3 10 8 7 10 10 105 103 LOADING ZONE 25' WE T L A N D BUF F E R LOADI N G Z O N E LOAD ING ZON E 10 8 BUILDING 4 2 STORY 18 UNIT RENTAL OFFICEBUILDING 102 STORY 18 UNITBUILDING 112 STORY 17 UNITBUILDING 22 STORY 16 UNITBUILDING 12 STORY 16 UNITISLAND RESIDENT'S STORAGE UNITS 116 TOTAL (10' x 10') TRASH COMPACTOR CLUBHOUSE 2,500 S.F. MAIL KIOSK BIKE PARKING 7 S 5' CONC. SIDEWALK 5' CON C . S I D E W A L K 5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) GRADE BREAK EL. = 24.5 INV. EL.= 23.00 PROPOSED TYPE "D" CURB (TYP) PROPOSED TYPE "D" CURB (TYP) F.F.E. 31.50 F.F.E. 31.00 F.F.E. 31.50 F.F.E. 31.50F.F.E. 31.50F.F.E. 31.50DS-12 DS-13 DS-14 DS-32 SMH-1 DS-33 DS-34 DS-35 DS-36 DS-37 DS-38 DS-43 DS-40 DS-39 DS-41 DS-42 DP-L DP-M DP-RRDP-CCDP-DDDP-EEDP-FFDP-QQ DP-GGDP-HH DP-IIDP-NNDP - J JDP-LLDP-MMDP-KK PROPOSED MES-2 INV. EL.= 25.00 PROPOSED MES-3 INV. EL.= 25.00 PROPOSED 82 LF, 18" CMP SAWCUT / MATCH EXISTING EDGE OF PAVEMENT C C SCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 08 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Paving, Grading & Drainage Plan South East View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAWNPDES PROGRAM STANDARD NOTE: OKEECHOBEE COUNTY REQUIRES THAT BEST MANAGEMENT PRACTICES ARE UTILIZED FOR ANY ACTIVITY, OPERATION, OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION OF STORM WATER, THE STORM DRAIN SYSTEM, OR WATERS OF THE UNITED STATES. THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO PROVIDE AT THEIR OWN EXPENSE, REASONABLE PROTECTION FROM ACCIDENTAL DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL STORM DRAIN SYSTEM OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) FOR POLLUTION PREVENTION. CLSW 10TH avenueCL 3 8 10 8 10 3 5 10 3 10 2 10 54105 91025'WETLANDBUFFERLOADING ZONE7 BUILDING 9 2 STORY 18 UNIT BUILDING 102 STORY 18 UNITBUILDING 32 STORY 16 UNITBUILDING 22 STORY 16 UNITS 5' CONC. SIDEWALK 5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) BOT. EL. = 16 . 5 GRADE BREA K E L . = 2 4 . 5 CONTROL EL . = 2 6 . 5 TOB EL. = 28 . 5 CONTROL STRUCTURE CS-1 (SEE DETAIL) PROPOSED TYPE "D" CURB (TYP) PROPOSED TYPE "D" CURB (TYP) F.F.E. 31.50 F.F.E. 31.50F.F.E. 31.50F.F.E. 31.50DS-26DS-29 DS-28 DS-27 DS-30 DS-31 DS-32 DP-Z DP-Y DP-X DP-TT DP-PPDP-AADP-BBDP - S S SMH-1 PROPOSED MES-1 INV. EL.= 26.00 C C SCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 09 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Paving, Grading & Drainage Plan South West View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW NPDES PROGRAM STANDARD NOTE: OKEECHOBEE COUNTY REQUIRES THAT BEST MANAGEMENT PRACTICES ARE UTILIZED FOR ANY ACTIVITY, OPERATION, OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION OF STORM WATER, THE STORM DRAIN SYSTEM, OR WATERS OF THE UNITED STATES. THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO PROVIDE AT THEIR OWN EXPENSE, REASONABLE PROTECTION FROM ACCIDENTAL DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL STORM DRAIN SYSTEM OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) FOR POLLUTION PREVENTION. 547.44'N 89°51'21" E(C) N 89°54'50" E(D) 704.88'10 10 10 3 8 4 610510 LOADING ZONE1089 BUILDING 72 STORY 18 UNITBUILDING 9 2 STORY 18 UNIT BUILDING 8 2 STORY 18 UNIT ISLAND 5' CONC. SIDEWALK5' CONC. SIDEWALK 5' CONC. SIDEWALK PROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) BOT. EL. = 16 . 5 GRADE BREA K E L . = 2 4 . 5 CONTROL EL . = 2 6 . 5 TOB EL. = 28 . 5 CONTROL STRUCTURE CS-1 (SEE DETAIL) INV. EL.= 23.00 PROPOSED TYPE "D" CURB (TYP) F.F.E. 31.50 F.F.E. 31.50 F.F.E. 31.50DS-20 DS-22 DS-21 DS-23DS-24DS-25DS-26DS-27 DP-X DP-UDP-VDP-W DP-SDP-TDP-PPSCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 10 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Paving, Grading & Drainage Plan North West View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW NPDES PROGRAM STANDARD NOTE: OKEECHOBEE COUNTY REQUIRES THAT BEST MANAGEMENT PRACTICES ARE UTILIZED FOR ANY ACTIVITY, OPERATION, OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION OF STORM WATER, THE STORM DRAIN SYSTEM, OR WATERS OF THE UNITED STATES. THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO PROVIDE AT THEIR OWN EXPENSE, REASONABLE PROTECTION FROM ACCIDENTAL DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL STORM DRAIN SYSTEM OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) FOR POLLUTION PREVENTION. SWCL2NDSTREET 8 10 10 2 10 8 10 4 10 910 8101010 LOADING ZONELOADING ZONELOADING ZONELOADING ZONE LOADING ZONE BUILDING 5 2 STORY 18 UNIT BUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITPROPOSED LAKE 1.77 AC ISLAND ISLAND RESIDENT'S STORAGE UNITS 76 TOTAL (10' x 10') 5' CONC. SIDEWALK 5' CONC. SIDEWALK5' CONC. SIDEWALKPROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) BOT. EL. = 16.5 GRADE BREAK EL. = 24.5 CONTROL EL.= 26.5 TOB EL. = 28.5 INV. EL.= 23.00 INV. EL.= 23.00 INV. EL.= 23.00 INV. EL.= 23.00 PROPOSED TYPE "D" CURB (TYP) F.F.E. 31.50 F.F.E. 31.00F.F.E. 31.50F.F.E. 31.50DS-14 DS-15 DS-16 DS-1DS-2DS-3DS-4DS-5 DS-8DS-9DS-10DS-11 DS-6 DS-7 DS-17 DS-18 DS-19 DS-20 DP-ADP-BDP-CDP-D DP-M DP-N DP-O DP-K DP-HDP-IDP-JDP-RRDP-PDP-QDP-RDP-OO DP-EDP-FD P - G AABBBBSCALE: 1"= 30' 0 15'30'60' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 11 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Paving, Grading & Drainage Plan North East View CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAWNPDES PROGRAM STANDARD NOTE: OKEECHOBEE COUNTY REQUIRES THAT BEST MANAGEMENT PRACTICES ARE UTILIZED FOR ANY ACTIVITY, OPERATION, OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION OF STORM WATER, THE STORM DRAIN SYSTEM, OR WATERS OF THE UNITED STATES. THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO PROVIDE AT THEIR OWN EXPENSE, REASONABLE PROTECTION FROM ACCIDENTAL DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL STORM DRAIN SYSTEM OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) FOR POLLUTION PREVENTION. 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 12 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Details CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW 12"Ø WEEPHOLE W/ROCK/FILTER 8"VARIES2" CL. GRATE 2"SECTION 8"8"8"8"PLAN SEE INDEX NO. 201, SH. 4 & 515' MAX.FOR REINF. MOD. FOR DEPTHS 13' TO 15'4'-4" 3'-0" 4'-4" 3'-0"5'-10"4'-6"2 1 4 #4 BARS @ 12" CTRS.2" CL.SEE BOLTSEYE INDEX 201 RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL-24" PIPE x x STRAIGHT BARS 2"x BANDS RETICULINE BARS 3'-4"22 BARS @21 SPACES @APPROX. WEIGHT 215 LBS.BANDBAND3'-4"4'-4"4'-4"1'-5"1'-5" 3'-4" 2"2"2"2"APPROX. WEIGHT 465 LBS. 2" NOTICE: WITH TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED. PIPE PIPE FABRIC 1.) STEEL GRATES ARE REQUIRED ON INLETS 2.) ALL INLETS WILL BE CAST TO PROVIDE A 18" SUMP BELOW LOWEST CULVERT INVERT "2 1 4 " 5 3 4 " 2 1 2 " 1 1 2 "1 1 2 " 1 1 4 " 1 4 "316"1 1 2 3 16 "34"218"134"212"2516"41116"4' - 18" AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE PER AASHTO T-180. AT THE CONTRACTOR'S EXPENSE. THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF PIPE. SIDE SUPPORT. 5. 4. 3. 6. SPRING PIPE OF NOTES: LINE REQUIRED. 2. 1. SEE NOTE NO. 5 FINISHED GRADE MATERIAL EMBEDMENTINITIAL BACKFILL 12" (IF REQUIRED) REQUIRED) (MAY NOT BE FOUNDATION BEDDING, 6" MIN. HAUNCHING 12" 4" MIN.SAND STONE AND GRAVEL BACKFILLAND OVER EXCAVATIONALTERNATE FOR MACHINE EXCAVATION12" MAX.6"ADJACENT TO THE PIPE TRENCH. TAMPERS (MAXIMUM 6" LAYERS) COMPACTED WITH MECHANICAL LOCATIONS: AND THEN EVERY 2 FEET BETWEEN STRUCTURES AT THE FOLLOWING A DENSITY TEST SHALL BE PERFORMED TAMPED TO A MINIMUM 100% OF MAX. DENSITY AS DETERMINED BY AASHTO AND BARREL FINISHED GRADE 4" HAND EXCAVATIONINVERT HAND PLACED SELECT MATERIAL 12" MAX. APPROXIMATELY EQUAL TO THAT OF THE SOIL NOTE: IF PIPE IS NOT UNDER PROPOSED PAVEMENT, BACKFILL SHALL BE COMPACTED TO A FIRMNESS (RCP, DIP) AND 98% FOR FLEXIBLE PIPE. TO WITHIN 2 FEET OF SUBGRADE BEGIN TESTING IN THE FIRST FOOT METHOD T-99 FOR NON-FLEXIBLE PIPE BACKFILL SHALL BE PLACED IN 12" MAX. LAYERS, EACH LAYER TO BE MECHANICALLY TO RECEIVE PIPE BELL QUADRANT TO BE SHAPED N.T.S. TYPICAL TRENCH DETAIL N.T.S. BACKFILLING REQUIREMENTS N.T.S. PRE-CAST TYPE 'E' CATCH BASIN 12"Ø WEEPHOLE W/ROCK/FILTER 8"VARIES2" CL. GRATE 2"SECTION 8"8"8"8"PLAN SEE INDEX NO. 201, SH. 4 & 515' MAX.FOR REINF. MOD. FOR DEPTHS 13' TO 15'3'-4" 2'-0" 3'-4" 2'-0"4'-5"3'-1"2 1 4 #4 BARS @ 12" CTRS.2" CL.SEE BOLTSEYE INDEX 201 RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL-18" PIPE x x STRAIGHT BARS 2"x BANDS RETICULINE BARS 2'-4"15 BARS @14 SPACES @APPROX. WEIGHT 104 LBS.BANDBAND2'-4"3'-0"3'-0"11"11" 2'-4" 2"2"2"2"APPROX. WEIGHT 235 LBS. 2" NOTICE: WITH TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE TRAFFIC IS ANTICIPATED. PIPE PIPE FABRIC 1.) STEEL GRATES ARE REQUIRED ON INLETS 2.) ALL INLETS WILL BE CAST TO PROVIDE A 18" SUMP BELOW LOWEST CULVERT INVERT "2 1 4 " 5 3 4 " 2 1 2 " 1 1 2 "1 1 2 " 1 1 4 " 1 4 "316"2" 3 16 "34"218"134"212"2516"3'-118"1 4 " 18" N.T.S. PRE-CAST TYPE 'C' CATCH BASIN 1 4 " 8" LIMESTONE OR COQUINA BASE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. BASE SHALL MEET LBR 100 1 1/2" TYPE SP 9.5 ASPHALTIC CONCRETE 12" STABILIZED SUB-GRADE FBV OF 75 PSI COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 METHOD. SUB-GRADE SHALL MEET LBR 40 OVERLAP 2' MIN. JOINT 12" 12" Min. Min. ISOMETRIC VIEW ELLIPTICAL PIPE VARIES JOINTS 12"12" WOVEN OR NON-WOVEN FILTER FABRIC TYPE D-3 (SEE INDEX 199) SECURING DEVICE Min.Min. VARIESJOINTS 12"12" Min.Min. WOVEN OR NON-WOVEN FILTER FABRIC SECURING DEVICE ROUND PIPE PIPE SECTIONS FOR ALL PIPE TYPES COST OF FILTER FABRIC JACKET TO BE INCLUDED IN COST OF PIPE CULVERTS SIDE VIEW 12" INVERT EL.= 26.00 BOT. EL.= 25.00 STRUCTURE 18" ADS N-12 FRONT VIEW GRATE EL.= 30.70 INV. EL.= 26.00 18" CMP 1/4" ALUMINUM POLLUTION RETARDING BAFFLE INV. EL.= 26.50 3" DIAMETER BLEEDER ORIFICE INV. EL.= 26.50 3" DIAMETER BLEEDER ORIFICE INV. EL.= 26.50 2' x 2'x 4" CONCRETE SLAB @ TOP EL. 26.0 SAW CUT EXIST. PAV'MT.& BASE NEW PAV'MT.12" EXIST. PAV'MT. & BASE 3'-0"SODDED SLOPE FABRIC FENCE SILT-BARRIERBALED HAY SILT-BARRIER PERIMETER EROSION AND SEDIMENT CONTROL 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE NOTES: ANY ACCUMULATED SILT. TOE OF SLOPE EXISTING GRADE (2) 2"x 2"x 4' STAKE ANCHOR BALES WITH TWO THROUGH EACH BALE VARIES TRENCH 18" BACKFILL TOE IN FLAP DIRECTION OF F L O W FABRIC (FABRIC FENCE) SILT-BARRIER REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. N.T.S. SAW CUT DETAIL N.T.S. SILT FENCE DETAIL PAVEMENT SECTION N.T.S. 1/4" ALUMINUM POLLUTION RETARDING BAFFLE TOP EL.= 30.70, BOTTOM EL.= 26.50 BOLTED 6" ON CENTER W/ MASONRY BOLTS SEALED W/RAM NEK SEALER. CONTROL STRUCTURE CS-1 TYPE "C" INLET (MODIFIED) N.T.S. N.T.S. FILTER FABRIC JACKET FABRIC TO BE BURIED 6" MIN. FABRIC TO BE BURIED 6" MIN. N.T.S. LAKE SECTION G-G 8'16'10'CONTROL EL.= 26.5 BOTTOM EL.= 16.5 2 1 4 1 EL. 24.5EL. 26.5(SEED, FERTILIZE AND MULCH) (SEED, FERTILIZE AND MULCH) 8'T.O.B.EL. 28.5BOT. EL.= 25.00 (SEED, FERTILIZE AND MULCH) 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 13 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Details CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW Edge of Pavement or Back of Curb 6" WHITE STRIPE 2' or Face of Curb Wheel Stop 6" WHITE STRIPE 20' Overall Stall Length 10'2' Overhang 6"6"DRIVE 2-#5x18" LONG INTO PAVING 6'-0" DRIVE 2-#5x18" LONG INTO PAVING 1'-0"1'-0" FINISH AS PER SPECIFICATIONS Note: All Paved Parking Stalls are to be double striped. CONCRETE FOOTING EARTH FINISHED GRADE 2" SQ. ALUMINUM POST $250 FINE 5'0"1'6"6'0"20'0"1/8" ALUMINUM PANEL SCREEN PRINT SYMBOL COLORS SELECTED SELECTED PER OKEECHOBEE COUNTY PARKING CODE HANDICAPPED SYMBOL 1'0" WHEEL STOP 6" STRIPES (TYP.) 12'0" 17'0" HANDICAPPED SYMBOL HANDICAPPED SIGN 36" * 36" (TYP) 24" WHITE STOP BAR 12' MAX 6' MIN 8' MIN20' MAXEDGE OF PAVEMENT PAVEMENTEDGE OF NOT LESS12' MAX 6' MIN THAN 7'N.T.S. STOP SIGN LOCATION DETAIL FOR PAVED AREAS - N.T.S. TYPICAL PARKING STALL FOR PAVED AREAS - N.T.S. TYPICAL WHEELSTOP DETAIL CONCRETE WHEELSTOP N.T.S. HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL HANDICAPPED PARKINGHANDICAPPED PARKING SIGN #4 CONT. d Maybe Substituted 3/16" Saw Cut Joint (Typ.) 1/4"R 1/2" d/4 1/4"R CONTRACTION JOINTSEXPANSION JOINTS 1/2" Pre-molded Expansion Joint Material NOTES: Provide contraction joints 5' center to center.2. 1. Sod shall be placed below edge of sidewalk to allow drainage.3. 6" see plans for width 3,000 psi Class I Concrete Determined by AASHTO T-99 of the Maximum Density as Compact Subgrade to 95% 2 %Slope Per Cross Sections 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. Sidewalk with 6"x6" No. 10 welded wire mesh throughout this project.4. NOTE: 3,000 PSI CONCRETE AT 28 DAYSR=3/4"R=2"8"18"6"6"PAVEMENT 6'-0" 4" THICK CONCRETE 2500 P.S.I. 6" COMPACTED SUBGRADE TO NOT LESS THAN 95% MAX. DENSITY AS DETERMINED BY AASHTO T-180 6" 2%6"PARKING 5'2% MAX1:12 MAX 6'5'6' 1:12 MAX TYPE "D" CURB DETAIL N.T.S. TYPICAL SIDEWALK N.T.S. TYPICAL SIDEWALK DETAIL (AT PARKING) N.T.S. HANDICAP PAVEMENT STRIPING PER FDOT INDEX 17346 Parking By Disabled Permit Only ACCESSIBLE VAN N.T.S. SECTION A-A 20'10' ASPHALT PAVED 10' ASPHALT PAVED 5'10' ASPHALT PAVED 10' ASPHALT PAVED 5' F.F.E. = 31.00 30.92MATCH EXISTING GRADEGRATE30.153 0 . 7 5 PROPOSED STORAGE BUILDING CATCH BASIN (SEE DRAINAGE STRUCTURE CHART)30.92G R A T E 3 0 . 1 530.7518" CMP (SEE DRAINAGE PIPE CHART) CATCH BASIN (SEE DRAINAGE STRUCTURE CHART) 18" CMP (SEE DRAINAGE PIPE CHART) 3 MAX 1 3 MAX 1 MATCH EXISTING GRADE N.T.S. SECTION B-BPROPERTY LINE70'PROPERTY LINE44' F.F.E. = 31.50 PROPOSED APARTMENT BUILDING 16'5' S.W. 32' ASPHALT PAVED 32' ASPHALT PAVED 5'PROPERTY LINEVARIES 10' MIN 6' PATH VARIES 8' MIN 8'8'16' TYPE "D" CURB TYPE "D" CURB 3 MAX 1 MATCH EXISTING GRADE TYPE "D" CURB 30.75PROPOSED LAKE BOTTOM EL.= 16.5 2 1 4 1 4 MAX 1 10 MAX 1 C.E.= 26.5TOB 28.530.3830.50CATCH BASIN (SEE DRAINAGE STRUCTURE CHART) 30. 5 0 G R A T E V A R I E S29.50 -30.15(SEE DRAINAGEPIPE CHART)18" CMP (SEE DRAINAGE PIPE CHART)31.0031.1044' F.F.E. = 31.50 PROPOSED APARTMENT BUILDING 44' F.F.E. = 31.50 PROPOSED APARTMENT BUILDING 10 MAX 131.0031.00MATCH EXISTING GRADE 10 MAX 1 3 1 . 0 0 MATCH EXISTING GRADE 16'5' S.W. 64' ASPHALT PAVED 30 . 5 0 3 1 . 0 0 3 1 . 1 0 16'5' S.W. 64' ASPHALT PAVED 30.5 031.0031.10CATCH BASIN (SEE DRAINAGE STRUCTURE CHART) 18" CMP (SEE DRAINAGE PIPE CHART) N.T.S. SECTION C-CGRATE VARIES2 9 . 5 0 - 3 0 . 1 5(SEE DRAINAGEPIPE CHART) 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 22 22 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE General Notes & Specifications CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW 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. 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. 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. EROSION AND SEDIMENTATION CONTROL NOTES - (continued) ENGINEER OF RECORD INSPECTION REQUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS: 1. PRECONSTRUCTION MEETING 2. DRAINAGE PIPE (UNCOVERED) 3. PAVEMENT SUBGRADE 4. PAVEMENT BASE 5. FINAL ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT INSIDE OF THE RIGHT EDGE SQUARE FEET LINEAR FEET 300 300 300 PER INSP. PER INSP. 10,000 10,000 10,000 SQUARE FEET LINEAR FEET 200 300 ---- -------- ---- 10,000 5,000 SQUARE FEET LINEAR FEET 200 300 300 -------- 10,000 10,000 5,0005,000 ---- ---- --------ASPHALT ----SHELL ROCK ROCK BASE ---- COMPACTED OR STABILIZED GRADE 200 LINEAR FEET SQUARE FEET THICKNESS MAX. SPACINGMAX. SPACING L.B.R.DENSITY MAX. SPACINGMAX. SPACING F.B.V. ENGINEER OF RECORD INSPECTION REQUIREMENTS 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. 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. 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 3,000psi 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. DATEBYDATEBYFIELD BK./PG.FILE REF. COMPUTER APPROVED CHECKED DRAWN - R E V I S I O N S - LP GB 7.26.19XXXX.XX.XX (6' TYP.) WALKWAY (TYP.) Tree to Remain ENTRY 2TQLGEV0COG 'OGTCNF)TGGPU#RCTVOGPVU &GXGNQRGT 4QICVKPUM[(KTO 5VGTNKPI4QCF5WKVG (V.CWFGTFCNG(NQTKFC 2CTEGN+& ÄÄÄÄ#ÄÄ &7#E <QPKPI 4/( /CZ$NFI*V 5GVDCEMU (TQPV 5KFG 4GCT %KXKN'PIKPGGT 5VGXGP&QDDU'PIKPGGTKPI..% ,CMGU9C[ 1MGGEJQDGG(NQTKFC 2CTMKPI URCEGU 4GUKFGPVU UR&7 8KUKVQT &7 *% &7 PARK PARK PARK MULTI-USE OPEN SPACE (.7 /WNVKRNG(COKN[ 5KVG #E 6QVCN&7 45 7 92 41 34 41 42 47 52 37 4GSWKTGF 5WRRNKGF MITIGATION DATA THREE (3) TREES PER DU 3 X 191= 573 - 204 tr. credits = 369 TREES PRESERVED 56 TOTAL DBH 1,056" TREES MITIGATED 40 TOTAL DBH 642" LANDSCAPE DATA DBH CREDITS 1,056" DBH - 642" DBH = 409" 409" TREE CREDITS @ 2"/TREE 204409"/ 2' = 204.5 = 204 REQUIRED: 573 TREES, less 204 tr. credits 573 - 204 = 369 TREES 369 SUPPLIED: QTY QTY 18 sf landscape area/parking sp. 438 pk. sp. x 18 sf = 7,884 sf 110 PARKING AREA/INTERIOR TREES 164 1 SHADE TREE/20' lf of perimeter 3,785 lf/20 lf = 189 189 PERIMETER SHADE TREES 189 1 tree/3 shrubs per 300sf of 10' frontage buffer: 7250sf/300sf= 24 tr.FRONTAGE TREES/SHRUBS 16 tr. and, 1 tree/72sf of area =109.5 24 trees and 73 shrubs 73 shrb. 87 shrb. TREE/PALM/SHRUB KEY: Canary Date palm, Mejool Date palm, Royal palm Southern Live oak, Red maple, Mahogany Sabal palm, Ribbon palm, Pindo palm Eleagnus, Florida privet, Cocoplum (TYP.) Tree to be Removed DYH WPP SERVICE POLE WPP TEL TEL WPP WPP SERVICE POLE WPP 20' SHELL DRIVEAPPARENT ACCESS TO SHEPPARD PARCELCULVERT CULVERT(ASPHALT ROAD) 70' R/WEAST LINE OF BLOCK 202(ASP HAL T ROA D) 70' R/ W 35.0'EDGE OF ASPHALT EDGE OF ASPHALT SWALE CONCRETE SIDEWALK C SWALEL GRASS DRIVE C SWALEL C SWALE R/W LINE O.R.B. 781, PAGE 876 UNPLATTED N. 45' OF LOT 24 BENCHMARK "A" SET MAGNAIL & DISK "KAB 4820" EL. 27.76' (NAVD 88) WETLAND WL WL WLLOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADING ZONELOADI N G Z O NE 25'BUFFERWETLAND25'BUFFERWETLAND2 STORY 18 UNITBUILDING 4RENTAL OFFICE2 STORY 18 UNITBUILDING 52 STORY 18 UNITBUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITBUILDING 92 STORY 18 UNITBUILDING 82 STORY 18 UNITBUILDING 102 STORY 17 UNITBUILDING 112 STORY 16 UNITBUILDING 32 STORY 16 UNITBUILDING 22 STORY 16 UNITBUILDING 1PROPOSED LAKE 1.77 ACISLANDISLANDRESIDENT'S STORAGE UNITS 76 TOTAL (10' x 10')RESIDENT'S STORAGE UNITS 116 TOTAL (10' x 10')TRASH COMPACTOR2,500 S.F.CLUBHOUSEKIOSKMAILBIKE PARKING5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALK5' CONC. SIDEWALKCL SW 6TH STREET SW CL 2ND STR EET SSLuminaire Schedule Project: EMERALD GREENS - SITE OKECHOBEE, FL 09/03/2019 Symbol Qty Label Arrangement Manufacturer Description Luminaire Lumens LLF Luminaire Watts Assembly Watts 7 SA SINGLE Lithonia Lighting DSX1 LED P9 40K T5W MVOLT MH: POLE MOUNT A.F.G.28442 0.903 241 241 22 SB SINGLE Lithonia Lighting DSX1 LED P9 40K TFTM MVOLT MH: POLE MOUNT A.F.G.27577 0.903 241 241 7 SC SINGLE Lithonia Lighting DSX1 LED P4 40K T2M MVOLT MH: POLE MOUNT A.F.G.14457 0.903 125 125 31 SD SINGLE Lithonia Lighting RADPT P4 40K PATH MH: POST TOP MOUNT A.F.G. (top of fixture)8999 0.903 85.6782 85.6782 62 SE SINGLE Lithonia Lighting RADB LED P1 40K ASY DDBXD (41.5'' BOLLARD)300 0.903 5.21 5.21 20 SW SINGLE Lithonia Lighting TWS LED P1 50K MVOLT PE MH: WALL MOUNT A.F.G. (bottom of fixture)2066 0.855 18.6 18.6 Calculation Summary Project: EMERALD GREENS - SITE OKECHOBEE, FL 09/03/2019 Label CalcType Units Avg Max Min Avg/Min Max/Min PARKING LOT Illuminance Fc 2.59 7.5 0.7 3.70 10.71 RESIDENT'S STORAGE Illuminance Fc 2.93 7.9 0.8 3.66 9.88 LAKE SIDEWALKS Illuminance Fc 2.21 6.1 0.5 4.42 12.20 MAIL KIOSK Illuminance Fc 5.48 8.5 3.1 1.77 2.74 PERIMETER SIDEWALKS Illuminance Fc 1.61 7.6 0.5 3.22 15.20 SA MH: 20 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458SE MH: 3.458 SB MH: 20 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SE MH: 3.458 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SE MH: 3.458 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SA MH: 20 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SB MH: 20 SC MH: 20 SB MH: 20 SB MH: 20 SE MH: 3.458 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SC MH: 20 SB MH: 20 SE MH: 3.458 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SW MH: 9 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SD MH: 12 SB MH: 20 SB MH: 20 SD MH: 12 SW MH: 9 SW MH: 9 SW MH: 9 SA MH: 20 SD MH: 20 SD MH: 12 SD MH: 12 SD MH: 20 2.3 2.2 2.5 1.2 3.5 3.4 3.3 3.6 4.0 4.0 4.8 6.1 4.2 4.4 5.7 5.5 6.9 3.7 3.7 5.0 5.8 5.8 5.4 3.2 2.7 2.9 4.0 5.6 5.1 4.0 3.2 1.7 1.8 1.9 3.7 2.7 1.7 1.4 2.4 1.8 2.2 1.5 2.7 2.0 2.7 1.8 3.2 2.6 3.7 2.2 2.0 5.1 4.2 2.7 2.4 2.6 3.1 4.2 5.9 5.9 6.1 3.4 3.4 3.4 4.2 6.0 6.0 7.1 4.2 4.6 6.0 5.8 5.7 5.1 4.9 4.0 5.4 3.9 3.0 2.6 5.9 2.5 2.0 1.2 5.0 2.1 1.9 3.5 2.8 2.8 2.8 2.9 2.3 4.1 3.9 2.2 2.2 5.2 5.2 6.8 2.5 2.6 2.6 3.1 4.1 5.8 5.7 6.8 4.0 3.2 3.0 3.4 4.7 5.9 5.2 4.5 5.1 4.7 3.6 3.6 2.9 2.6 2.1 2.1 1.9 1.8 1.3 1.6 1.6 1.4 1.0 2.2 1.7 1.4 1.2 3.2 2.2 1.9 1.8 3.7 2.9 2.7 2.7 4.0 3.6 3.8 3.9 4.6 4.3 5.4 5.1 2.4 2.1 1.8 1.7 1.7 1.8 1.5 1.3 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 1.0 1.1 1.3 1.5 1.7 1.7 1.4 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.4 1.7 1.7 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.1 1.3 1.4 6.0 5.6 3.4 2.9 2.4 2.0 1.7 1.6 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.2 1.2 1.2 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.2 1.2 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.7 1.8 6.0 7.2 3.7 4.3 4.6 3.7 2.9 2.2 1.8 1.7 1.9 1.8 1.8 1.8 1.6 1.4 1.3 1.2 1.2 1.3 1.4 1.7 1.7 1.7 1.7 1.6 1.4 1.3 1.3 1.3 1.4 1.5 1.7 1.7 1.7 1.7 1.6 1.4 1.2 1.2 1.2 1.2 1.4 1.6 1.7 1.7 1.7 1.7 1.5 1.4 1.3 1.3 1.3 1.4 1.7 1.8 1.8 1.9 2.1 2.1 2.4 2.5 2.8 5.6 5.5 6.8 6.1 5.3 5.7 4.3 2.9 2.2 2.0 2.0 2.2 2.3 2.3 2.3 2.0 1.7 1.5 1.4 1.4 1.6 1.8 2.1 2.3 2.3 2.3 2.0 1.7 1.5 1.4 1.4 1.6 1.8 2.1 2.3 2.3 2.3 2.0 1.7 1.5 1.3 1.3 1.5 1.7 2.0 2.3 2.3 2.3 2.1 1.8 1.6 1.4 1.4 1.6 1.8 2.1 2.4 2.5 2.7 2.7 2.7 2.9 3.2 3.3 3.4 3.7 4.5 4.7 4.3 7.5 6.1 5.8 4.2 2.3 2.5 2.8 2.7 2.4 2.0 1.6 1.4 1.4 1.7 2.2 2.4 2.7 2.7 2.4 2.0 1.6 1.4 1.4 1.7 2.1 2.4 2.7 2.7 2.4 2.0 1.6 1.4 1.4 1.6 2.0 2.4 2.7 2.7 2.4 2.1 1.7 1.5 1.5 1.7 2.1 2.5 2.9 3.3 3.3 3.3 3.6 3.8 3.8 3.8 3.8 3.6 6.1 5.3 5.8 4.3 2.5 2.8 3.9 3.3 2.5 2.1 1.6 1.4 1.5 1.8 2.3 2.7 3.7 3.4 2.5 2.1 1.6 1.4 1.5 1.7 2.2 2.6 3.6 3.5 2.6 2.2 1.7 1.4 1.4 1.7 2.2 2.6 3.4 3.6 2.7 2.3 1.8 1.5 1.5 1.8 2.3 2.8 3.7 4.4 3.7 3.7 3.3 3.0 2.8 4.7 3.8 2.6 2.9 4.0 3.5 2.5 2.1 1.6 1.4 1.5 1.8 2.3 2.8 3.9 3.6 2.6 2.1 1.6 1.4 1.5 1.7 2.3 2.7 4.0 3.8 2.6 2.2 1.7 1.4 1.4 1.7 2.2 2.6 3.9 4.1 2.8 2.3 1.8 1.5 1.5 1.8 2.4 2.9 4.3 5.0 3.9 3.9 2.9 2.6 2.2 2.8 3.4 3.6 3.1 2.6 2.5 2.6 3.0 2.7 2.4 2.0 1.6 1.4 1.4 1.7 2.2 2.5 2.9 2.8 2.4 2.0 1.6 1.4 1.4 1.7 2.2 2.5 2.9 2.9 2.4 2.1 1.6 1.4 1.4 1.6 2.1 2.4 2.9 3.0 2.5 2.2 1.7 1.5 1.5 1.8 2.3 2.8 3.3 3.9 3.6 3.7 2.6 2.0 2.4 2.6 3.0 2.8 2.4 2.2 2.1 2.2 2.3 2.4 2.4 2.4 2.1 1.8 1.5 1.4 1.4 1.6 1.9 2.2 2.4 2.4 2.4 2.1 1.8 1.5 1.4 1.4 1.6 1.9 2.2 2.4 2.4 2.4 2.1 1.8 1.5 1.4 1.4 1.5 1.8 2.2 2.4 2.4 2.4 2.2 1.9 1.6 1.5 1.5 1.7 2.1 2.5 2.9 3.1 3.3 3.3 3.3 3.3 3.2 3.2 2.7 2.3 1.6 2.3 2.3 2.7 2.7 2.3 2.0 1.9 1.8 1.9 1.9 1.8 1.8 1.6 1.4 1.3 1.2 1.3 1.3 1.5 1.7 1.8 1.8 1.8 1.6 1.4 1.3 1.2 1.2 1.3 1.5 1.7 1.8 1.8 1.8 1.7 1.4 1.3 1.2 1.2 1.3 1.5 1.7 1.9 1.9 1.9 1.8 1.5 1.4 1.4 1.4 1.6 1.8 2.2 2.5 2.6 2.8 2.9 2.7 2.7 2.8 2.7 2.3 2.0 1.5 2.6 2.9 3.3 2.8 2.4 1.5 1.4 1.3 1.3 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.3 1.2 1.2 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.3 1.3 1.1 1.1 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.2 1.2 1.2 1.2 1.4 1.6 1.9 2.1 2.3 2.4 2.5 2.5 2.5 2.5 2.1 1.8 1.5 3.1 3.8 4.0 3.2 1.1 0.9 0.9 0.8 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.0 0.9 1.0 1.1 1.2 1.4 1.8 2.2 2.5 2.6 2.6 2.7 2.9 2.5 2.0 1.7 4.5 4.8 5.2 4.0 2.9 2.3 7.0 5.8 5.8 4.0 2.5 5.1 4.2 3.5 3.0 7.1 5.8 5.7 3.9 2.3 5.5 5.0 4.8 3.8 4.7 4.9 5.2 3.8 2.4 5.9 5.8 5.3 3.1 3.8 3.9 3.0 2.2 6.5 6.6 7.0 2.9 2.3 1.7 6.5 6.6 1.8 1.6 1.3 5.1 6.0 5.2 1.2 1.2 1.1 0.8 3.8 4.4 4.2 3.1 2.1 1.4 1.4 1.1 0.8 2.7 3.1 3.0 2.3 1.6 2.3 1.9 1.4 1.0 1.8 2.1 1.8 1.4 1.1 2.7 3.2 3.2 2.5 1.8 1.2 1.4 1.2 1.0 0.8 3.7 4.2 4.4 3.4 2.2 1.3 1.4 1.4 1.2 1.1 6.1 5.2 5.5 3.8 2.3 1.2 1.0 1.3 1.8 2.2 2.1 1.8 7.4 5.9 5.6 3.7 2.1 1.2 1.1 1.7 2.3 3.0 3.3 2.5 5.9 5.1 5.5 3.8 2.3 1.3 1.2 2.0 3.0 4.1 4.4 3.7 3.6 4.2 4.3 3.3 2.3 1.3 1.1 2.0 3.3 5.2 5.3 5.6 3.2 2.6 1.9 1.3 1.0 1.8 3.2 5.3 5.6 6.8 2.0 2.2 2.4 2.0 1.5 1.1 3.3 5.3 5.3 5.8 1.6 1.6 1.9 1.8 1.1 2.0 3.0 4.2 4.4 3.8 1.9 2.0 2.2 1.9 1.5 1.1 1.1 1.7 2.3 3.1 3.4 2.6 2.5 2.9 3.0 2.4 1.8 1.2 0.9 1.3 1.8 2.3 2.2 1.9 3.3 4.0 4.0 3.1 2.2 1.3 0.8 1.1 1.4 1.5 1.4 1.2 5.1 5.0 5.3 3.7 2.3 1.3 0.8 1.1 1.4 1.4 1.3 1.2 7.2 5.8 5.6 3.7 2.1 1.2 0.9 1.3 1.7 2.1 2.0 1.8 6.6 5.5 5.6 3.8 2.2 1.2 1.1 1.6 2.3 3.0 3.1 2.5 4.1 4.5 4.8 3.5 2.3 1.3 1.2 2.0 2.9 4.0 4.2 3.5 3.5 2.7 2.0 1.3 1.1 2.0 3.4 5.2 5.2 5.3 2.7 2.1 1.6 1.1 1.0 1.9 3.3 5.4 5.6 6.8 1.6 1.6 1.8 1.7 1.3 1.0 1.0 2.0 3.4 5.4 5.3 6.0 1.5 1.5 1.8 1.7 1.1 2.0 3.1 4.3 4.5 4.0 2.1 2.3 2.5 2.0 1.5 1.1 1.1 1.7 2.4 3.2 3.5 2.7 2.7 3.4 3.3 2.6 1.9 1.3 0.9 1.3 1.9 2.4 2.3 2.0 3.9 4.4 4.5 3.4 2.2 1.3 0.8 1.1 1.4 1.6 1.4 1.3 6.3 5.3 5.6 3.7 2.2 1.2 0.8 1.1 1.4 1.4 1.2 1.2 7.2 5.8 5.6 3.6 2.1 1.1 0.9 1.2 1.7 2.0 1.9 1.7 5.5 5.1 5.4 3.7 2.2 1.2 1.1 1.6 2.2 2.9 3.0 2.4 3.4 4.1 4.2 3.1 2.2 1.3 1.2 2.0 2.9 3.9 4.1 3.4 2.5 3.0 3.1 2.4 1.7 1.2 1.1 2.0 3.4 5.2 5.1 5.1 1.8 1.9 2.1 1.8 1.3 0.9 1.0 1.9 3.3 5.4 5.6 6.8 1.2 1.2 1.4 1.4 1.1 2.0 3.4 5.5 5.3 6.2 1.3 1.3 1.5 1.4 1.2 2.0 3.3 4.5 4.5 4.1 1.9 2.2 2.3 1.9 1.4 1.0 1.2 1.8 2.5 3.3 3.6 2.8 2.6 3.3 3.2 2.5 1.8 1.2 1.0 1.4 1.9 2.5 2.4 2.1 3.7 4.3 4.4 3.3 2.2 1.3 0.8 1.1 1.4 1.6 1.4 1.4 6.0 5.2 5.5 3.7 2.2 1.2 0.8 1.1 1.4 1.4 1.2 1.2 7.1 5.9 5.5 3.6 2.1 1.1 0.9 1.2 1.6 1.9 1.8 1.6 5.8 5.2 5.5 3.7 2.2 1.2 1.1 1.6 2.2 2.8 2.9 2.3 3.7 4.3 4.4 3.3 2.3 1.4 1.2 2.0 2.8 3.8 4.0 3.3 2.9 3.4 3.5 2.8 2.1 1.4 1.1 2.1 3.4 5.1 5.0 4.9 2.6 2.8 3.1 2.6 1.9 1.3 1.0 1.9 3.4 5.5 5.6 6.7 2.6 2.8 3.1 2.6 1.9 1.3 1.1 2.0 3.4 5.5 5.3 6.4 2.8 3.4 3.4 2.8 3.3 4.7 4.6 4.2 3.6 4.3 4.3 3.3 2.6 3.4 3.7 2.9 5.7 5.2 5.5 3.7 2.2 1.5 2.0 2.6 7.1 5.8 5.6 3.6 2.1 1.3 1.6 1.8 6.0 5.2 5.5 3.7 2.3 1.5 1.5 1.5 3.8 4.3 4.4 3.4 2.4 2.1 1.9 1.9 3.2 2.6 1.5 1.3 1.2 1.3 1.2 1.0 0.9 0.9 1.0 1.3 1.4 1.3 1.2 1.3 1.4 1.0 0.9 0.9 1.0 1.2 1.3 1.3 1.2 1.3 0.9 0.9 1.0 1.2 1.3 1.3 1.2 1.2 1.0 0.9 0.8 0.9 1.2 1.3 1.3 1.2 1.2 1.3 1.4 1.3 1.4 1.7 3.1 3.1 3.0 2.3 1.9 1.7 2.4 2.4 2.2 2.4 1.8 1.4 1.2 1.2 1.5 1.9 2.3 2.3 2.2 2.3 2.3 1.4 1.2 1.2 1.4 1.8 2.3 2.3 2.1 2.3 1.2 1.1 1.4 1.8 2.2 2.3 2.1 2.2 1.4 1.2 1.1 1.3 1.7 2.2 2.3 2.1 2.2 2.3 2.0 1.7 1.7 2.2 4.9 5.1 5.2 4.4 3.2 1.2 1.3 1.7 2.2 2.8 3.6 4.0 3.9 3.9 3.2 2.5 1.8 1.4 1.5 2.0 2.6 3.5 3.9 3.8 3.9 3.3 2.5 1.9 1.4 1.4 1.9 2.5 3.3 3.8 3.8 3.8 3.4 2.5 1.9 1.5 1.4 1.8 2.4 3.2 3.8 3.7 3.8 3.4 2.6 2.0 1.5 1.4 1.8 2.4 3.1 3.7 3.7 3.8 3.5 2.7 2.2 1.9 2.3 3.1 4.2 5.2 5.5 5.6 4.8 3.8 2.6 1.5 0.7 0.8 0.9 0.9 1.0 1.5 2.6 3.5 4.7 5.6 5.6 5.4 4.2 3.1 2.1 1.4 1.5 2.4 3.3 4.5 5.6 5.6 5.5 4.3 3.2 2.2 1.4 1.5 2.3 3.2 4.4 5.5 5.6 5.5 4.4 3.2 2.3 1.5 1.4 2.2 3.1 4.2 5.5 5.6 5.6 4.5 3.3 2.4 1.5 1.4 2.0 3.0 4.1 5.4 5.6 5.6 4.6 3.4 2.7 2.0 2.0 2.6 3.6 5.0 6.7 6.3 4.3 3.1 2.3 1.4 0.8 1.0 1.2 1.5 4.3 5.4 6.0 4.0 2.9 1.9 1.2 1.3 2.1 3.2 4.2 5.3 6.0 5.1 4.1 3.0 2.0 1.2 1.2 2.1 3.1 4.2 5.1 5.9 5.2 4.2 3.2 2.1 1.3 1.2 1.9 3.0 4.1 5.1 5.9 5.3 3.3 2.2 1.3 1.2 1.8 2.9 4.0 5.0 5.8 5.4 3.4 2.4 1.7 1.7 3.0 2.3 1.5 1.7 2.1 3.9 6.5 7.5 3.4 2.5 1.8 1.2 1.3 2.0 2.7 3.8 6.2 7.5 5.8 3.5 2.6 1.9 1.2 1.2 1.9 2.6 3.6 6.0 7.4 6.1 3.7 2.6 1.9 1.2 1.2 1.8 2.5 3.4 5.6 7.3 6.3 2.7 2.0 1.3 1.2 1.8 2.5 3.3 5.3 7.2 6.4 2.8 2.1 1.3 0.7 1.2 1.1 1.9 2.4 1.8 1.4 2.6 2.7 2.4 1.9 3.5 3.7 2.7 2.1 3.8 4.1 2.8 2.7 3.1 3.2 3.7 3.7 2.2 2.4 4.2 4.0 1.8 2.4 3.3 3.2 1.5 1.9 2.4 2.2 1.2 1.3 2.5 2.0 0.9 1.0 1.9 1.6 0.9 1.0 1.3 1.2 1.0 1.1 1.0 1.0 1.3 1.6 0.9 1.0 1.7 2.1 1.0 1.1 1.9 2.4 1.5 1.6 2.6 2.8 2.1 2.0 3.5 3.7 2.7 2.2 3.7 4.1 3.0 2.8 3.0 3.2 3.9 3.8 2.1 2.4 4.3 4.0 1.8 2.3 3.4 3.3 1.5 1.8 2.5 2.3 1.1 1.3 2.4 2.1 0.9 1.0 1.7 1.7 0.9 0.9 1.1 1.3 1.0 1.1 0.8 1.0 1.3 1.6 0.8 0.9 1.7 2.1 1.0 1.1 1.9 2.5 1.4 1.5 2.6 2.8 2.1 2.0 3.5 3.7 2.7 2.2 3.9 4.2 2.8 2.7 3.2 3.3 3.8 3.7 2.4 2.6 4.3 4.0 2.1 2.7 3.3 3.3 2.1 2.5 2.5 2.3 2.0 2.3 2.5 2.3 2.2 2.5 1.8 2.0 2.4 2.8 1.8 2.5 2.5 2.7 2.6 1.9 3.1 3.7 3.5 3.4 4.3 4.3 2.9 3.5 2.2 2.5 4.2 7.93.81.83.51.23.21.91.43.31.02.02.7 1.0 4.1 1.4 1.2 4.0 1.4 1.2 3.8 1.3 1.2 4.0 1.4 1.2 4.0 0.8 4.9 2.0 2.0 3.9 1.3 3.8 1.8 1.7 3.8 1.1 2.2 4.0 2.4 6.5 4.9 3.9 6.0 2.9 2.9 5.2 2.9 3.3 5.4 3.0 3.4 2.4 4.7 5.0 4.5 5.9 4.0 2.1 1.9 3.2 4.3 3.4 5.4 3.9 3.1 3.9 5.7 6.6 6.2 7.6 7.3 4.6 3.1 2.5 2.3 2.4 3.6 5.0 3.6 4.9 4.6 3.1 2.3 1.5 2.2 4.1 4.7 4.1 5.86.03.11.71.21.00.90.80.60.60.60.70.91.32.33.33.03.23.01.81.00.70.60.60.60.60.60.60.60.60.60.71.01.83.23.33.13.52.31.30.80.60.50.50.50.50.60.60.60.60.70.91.42.63.53.03.63.21.91.41.21.1 5.15.05.24.43.43.44.13.82.51.61.10.90.80.70.70.60.60.50.50.50.60.60.60.60.60.60.60.50.50.50.50.60.60.60.60.60.60.60.50.50.50.50.60.60.60.60.60.60.60.50.50.50.50.70.9 0.9 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.7 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.8 1.1 1.0 0.8 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.5 1.4 1.0 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.7 0.8 0.8 0.7 0.8 1.1 1.6 2.3 3.2 4.3 5.1 5.2 5.6 6.8 5.8 3.5 2.5 2.5 2.9 3.2 4.4 4.6 4.0 3.7 4.0 4.1 4.3 4.7 0.9 2.0 2.4 3.5 2.8 6.1 4.6 3.9 1.5 1.1 0.8 1.3 1.4 2.6 0.9 1.0 1.9 4.1 0.51.90.9 2.3 0.70.71.5 2.8 1.2 0.7 0.9 3.1 2.8 3.9 5.3 0.6 3.7 1.1 2.8 0.6 1.4 0.5 0.7 3.1 2.3 1.0 0.6 1.1 0.7 0.9 0.7 1.0 2.0 2.7 2.4 4.1 0.5 2.4 1.1 0.6 3.6 3.1 3.55.75.65.1 7.0 5.7 4.6 3.9 5.65.55.6 6.6 8.55.7 5.4 5.9 7.3 5.7 2.53.55.6 4.7 5.25.85.4 4.95.1 5.9 6.1 2.6 1.3 1.2 2.2 3.8 2.9 3.8 3.6 1.6 1.0 1.3 2.8 3.7 2.8 4.5 2.8 1.2 0.9 1.3 3.1 5.2 3.1 3.4 4.4 2.4 1.2 0.9 1.4 2.8 3.6 2.9 3.7 2.2 1.1 1.0 1.8 3.0 2.9 3.7 3.4 1.6 1.3 2.2 4.5 3.3 3.5 4.1 2.0 1.1 1.1 2.0 3.8 3.2 3.5 4.1 2.0 1.1 1.0 1.9 3.2 2.9 3.6 3.7 1.8 1.1 1.7 3.3 3.13.23.21.70.9 0.8 1.3 2.8 4.0 2.8 3.2 1.81.01.01.93.22.83.0 2.6 1.4 0.9 1.01.93.2 3.1 3.23.81.91.01.12.03.53.03.6 3.1 1.5 1.2 2.0 3.9 3.4 2.9 3.6 2.2 1.2 1.1 2.2 4.1 3.2 3.3 3.7 1.9 1.1 1.1 2.1 3.8 3.0 3.5 3.6 1.8 1.0 1.2 2.4 3.2 2.9 4.4 0.9 0.9 2.4 1.2 0.6 1.7 2.5 2.01.50.6 0.8 0.8 1.2 0.6 1.3 1.1 0.8 0.6 2.2 1.9 2.1 0.8 1.2 2.1 1.5 4.2 OVERALL FLOOR PLAN FIRST & SECOND FLOOR (784 SF PER APARTMENT)CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/8 2/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS2/6-6/82/6-6/8UTILITYCLOSET3/0-6/8 CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/82/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS 2/6-6/82/6-6/8 UTILITYCLOSETPATIO /BALCONYPATIO /BALCONYUPWALKWAY3/0-6/8CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/82/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS 2/6-6/82/6-6/8 UTILITYCLOSET3/0-6/8 CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/8 2/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS2/6-6/82/6-6/8UTILITYCLOSET PATIO /BALCONYPATIO /BALCONY3/0-6/8CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/82/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS 2/6-6/82/6-6/8 UTILITYCLOSET3/0-6/8 CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/8 2/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS2/6-6/82/6-6/8UTILITYCLOSET PATIO /BALCONYPATIO /BALCONYUPWALKWAY3/0-6/8CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/8 2/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS2/6-6/82/6-6/8UTILITYCLOSET3/0-6/8 CLOSETBEDROOMBEDROOMKITCHENLINEN 2/6-6/82/6-6/82/6-6/81/8-6/8DININGLIVING ROOMCOATS 2/6-6/82/6-6/8 UTILITYCLOSETPATIO /BALCONYPATIO /BALCONY3/0-6/8 FRONT ELEVATION EEIE EEIE Fri r7 F- F7 m m < < < FT-1 D E] D 0 EEI >> D � 0 � 0 O � ---1 � z z z 1L=1 A= :E1 L VA z D Uj Uj 0 ' Uj LEI]] E11L �EEIL N O v I� lV �y N O O m t0 = J m Z vi � � N O Z m I. 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A BUILDING DESIGNED ESPECIALLY FOR: N EMERALD GREENS CLUBHOUSE 0 C O DEALER PROJECT �C ly786 U.S. 6 WEST, NAPPANEE, IN 46550 O 800-552-2778 / 800-552-2772 / FX 219-773-2897 USE THESE PLANS WITH THE BORKHOLDER CONSTRUCTION MANUAL see our Internet homepage at http//www.Borkholder.Com Date: Sep 3, 2019 Page 1/1 Transmittal Power & Lighting Systems, Inc. 392 S.W. 12TH Avenue Deerfield Beach FL 33442 Phone: (954) 360-7608 From: Mike Scott FF00009 Page 1/1Power & Lighting Systems, Inc.- Deerfield Project Emerald Greens Apartments Quote#DEER19-133839 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: Drawings Specifications Other: Prints Information Plans Submittals THESE ARE TRANSMITTED FOR: Prior Approval Resubmittal for Approval Record Approval Corrections Bids due on: Approval as Submitted Your Use Other: Approval as Noted Review and Comment Type MFG Part SA Acuity Brands Inc.DSX1 LED P9 40K T5W MVOLT RPA DDBXD SA Hapco 33777-0720 ** (26' OAH) 20' Mounting Height SB Acuity Brands Inc.DSX1 LED P9 40K TFTM MVOLT RPA DDBXD SB Hapco 33777-0720 ** (26' OAH) 20' Mounting Height SC Acuity Brands Inc.DSX1 LED P4 40K T2M MVOLT RPA DDBXD SC Hapco 33777-0720 ** (26' OAH) 20' Mounting Height SD Acuity Brands Inc.RADPT P4 40K PATH MVOLT RADPT20 DDBXD SD Hapco 33779-0512-** (16' OAH) 12' Mounting Height SE Acuity Brands Inc.RADB LED P1 40K ASY BTS BCC DDBXD SW Acuity Brands Inc.TWS LED P1 50K MVOLT PE Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page1/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page2/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page3/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page4/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page5/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page6/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page7/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K T5W MVOLT RPA DDBXD Notes: Type: SA DEER19-133839 Index Page8/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: 33777-0720 ** (26' OAH) Notes: Type: SA DEER19-133839 Index Page1/1Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page1/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page2/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page3/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page4/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page5/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page6/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page7/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P9 40K TFTM MVOLT RPA DDBXD Notes: Type: SB DEER19-133839 Index Page8/8Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: 33777-0720 ** (26' OAH) Notes: Type: SB DEER19-133839 Index Page1/1Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page1/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page2/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page3/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page4/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page5/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: DSX1 LED P4 40K T2M MVOLT RPA DDBXD Notes: Type: SC DEER19-133839 Index Page6/6Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: 33777-0720 ** (26' OAH) Notes: Type: SC DEER19-133839 Index Page1/1Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADPT P4 40K PATH MVOLT RADPT20 DDBXD Notes: Type: SD DEER19-133839 Index Page1/4Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADPT P4 40K PATH MVOLT RADPT20 DDBXD Notes: Type: SD DEER19-133839 Index Page2/4Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADPT P4 40K PATH MVOLT RADPT20 DDBXD Notes: Type: SD DEER19-133839 Index Page3/4Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADPT P4 40K PATH MVOLT RADPT20 DDBXD Notes: Type: SD DEER19-133839 Index Page4/4Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: 33779-0512-** (16' OAH) Notes: Type: SD DEER19-133839 Index Page1/1Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADB LED P1 40K ASY BTS BCC DDBXD Notes: Type: SE DEER19-133839 Index Page1/3Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADB LED P1 40K ASY BTS BCC DDBXD Notes: Type: SE DEER19-133839 Index Page2/3Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: RADB LED P1 40K ASY BTS BCC DDBXD Notes: Type: SE DEER19-133839 Index Page3/3Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: TWS LED P1 50K MVOLT PE Notes: Type: SW DEER19-133839 Index Page1/2Submitted On: Sep 3, 2019 Submitted by Power & Lighting Systems, Inc. Job Name: Emerald Greens Apartments Architect: No Architect Engineer: Steven L. Dobbs Engineering, LLC (Okeechobee) Catalog Number: TWS LED P1 50K MVOLT PE Notes: Type: SW DEER19-133839 Index Page2/2Submitted On: Sep 3, 2019 1 Engineer’s Report Emerald Greens Apartments for Reuven Rogatinsky City of Okeechobee, Florida Prepared August 2019 By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 2 Purpose: The purpose of this report is to provide the City of Okeechobee County and the SFWMD with the calculations and documentation to demonstrate that the revised surface water management system for the proposed project complies with applicable state and local water resource requirements. Project Description: This parcel is 19.01 acres in size and is located in Section 2, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on the north side of SW 6th Street, 0.6 miles west of 441S, on the following parcels (Parcel ID 2-21-37-35-0A00-00006-D000 & 2-21-37-35-0A00-00006-0000). The site is currently undeveloped and is used as an agricultural property. The site is mostly flat with a minor slope to the south where the water sheet flows into the City ditch on the north side of SW 6th Street. SW 6th Street flows east to SW 7th Avenue ditch that flow to the south to S-133 and into Lake Okeechobee. Proposed Use: This construction authorization request is to construct a 191-unit multifamily apartment complex with associated amenities, parking, private storage, stormwater treatment. The storm water system will be sized to supply water quality and water attenuation for the project. Potable water and wastewater collection will be provided by Okeechobee Utility Authority (OUA). Please see attached letter from OUA confirming capacity to serve this project. Drainage Considerations: To attenuate the runoff generated by the existing and proposed improvements and to meet water quality requirements, all drainage will be routed through a wet detention area. The wet detention area will be controlled at elevation 26.0 NAVD ‘88 which is above the bottom of the existing ditches to the south. The water table based on the attached geotechnical report completed by GFA International. The water table when the report was conducted on 3/5/2019 indicates the water table ranged between 24.8 and 20.8. As stated in the report, the wet season water table will fluctuate seasonally and we have set the control elevation for the project at 26.0, which is approximately half way between the SHWE of the wetland to the south and the bottom of the ditch along SW 6th Street.. This project will discharge as discussed above. Additionally, a perimeter berm will be constructed at an elevation to contain the 25-year, 3-day storm event on the site, around the perimeter of the project. The Soils Map for Okeechobee County indicates that this parcel’s soils are made up of Immokalee Fine Sand, Floridana, Rivera, and Placid soils, depressional and Myakka Fine Sand, which is a very poorly drained “D soil” in the natural state and well drained “A soil” to fairly drained “C soil” in the developed state. As mentioned previously, there is a geotechnical report completed for the pro ject and is included in this report. The site is located in the S-133 Basin. The proposed outfall for the project will be on the southwest side of the wet detention area into the north side of SW 6th Street ditch. This ditch flows east through the City ditch system that discharges into S-133 canal, which discharges directly into Lake Okeechobee. The allowable discharge for the S-133 Basin is 15.6 csm (cfs /sq. mile) for the 25 year 3 day event: Q = 15.6 csm / 640 acres/sq. mile x Project Area Q = 15.6 csm / 640 acres/sq. mile x 19.1 acres = 0.47 cfs A. Water Quality Water quality treatment is provided in the form of wet detention for the project. Since the proposed water quality system is wet detention, the volume required is 100% of the calculated volume, however since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume for a total water quality volume is 2.24 acre-feet. 3 Based on the attached stage storage spreadsheet, the water quality volume (2.24 acre-feet) is met at elevation 27.94 NAVD ’88 for the project. The total water quality volume provided by the project is 10.3 acre-feet at 30.7 NAVD ’88. B. Water Quantity This project is located in the S-133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate in this basin is 15.6 csm. The allowable peak discharge rate for this project, based on the 10-year, 72-hour storm event was calculated to be 0.470 cfs. The actual maximum discharge rate for the 25- year, 72-hour storm event was calculated to be 0.470 cfs, which meets the maximum allowable discharge for the basin. To demonstrate conformance to this criteria, the proposed project was flood-routed using AdICPR. The 10 year, 24 hour storm (5.0”) w/ discharge, 25 year, 72 hour storm (9.0”) w/ discharge, and the 100 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 routings is provided as follows: 10 Year, 24 Hr. Storm (5.0”) 25 Year, 72 hr. Storm (7.0”) 100 Year, 72 Hr. Storm (10.0”) Peak Stage Peak Rate Peak Stage Peak Rate Peak Stage (ft-NAVD ‘88) (cfs) (ft-NAVD ‘88) (cfs) (ft- NAVD ‘88)) Onsite 29.49 0.400 30.66 0.470 30.9 Off-Site Drainage: There is no apparent offsite drainage that flows into this site. Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the Wet Detention system in order to meet the nutrient removal requirements. In addition, a nutrient analysis was completed using BMP Trains Model version 8.6, the results for the project indicate the treatment objectives are met. Flood Plain Analysis: According to FEMA Map 12093C0480C, this project is in Flood Zone X, which indicates a 0.2% Annual Chance of Flood Hazard. 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 proposed construction and upstream of the existing control structure 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. Soil Map—Okeechobee County, Florida (Frank Altobello Charitable Remainder Trust III) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/28/2019 Page 1 of 3301277030128403012910301298030130503013120301319030132603013330301277030128403012910301298030130503013120301319030132603013330515670515740515810515880515950516020516090 515670 515740 515810 515880 515950 516020 516090 27° 14' 34'' N 80° 50' 30'' W27° 14' 34'' N80° 50' 14'' W27° 14' 15'' N 80° 50' 30'' W27° 14' 15'' N 80° 50' 14'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,790 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special 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 Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography 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 15, Sep 17, 2018 Soil map units are labeled (as space allows) 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 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. Soil Map—Okeechobee County, Florida (Frank Altobello Charitable Remainder Trust III) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/28/2019 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 7 Floridana, Riviera, and Placid soils, depressional 3.2 17.7% 11 Immokalee fine sand, 0 to 2 percent slopes 4.4 24.1% 14 Myakka fine sand, 0 to 2 percent slopes 10.6 58.2% Totals for Area of Interest 18.3 100.0% Soil Map—Okeechobee County, Florida Frank Altobello Charitable Remainder Trust III Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/28/2019 Page 3 of 3 Hydrologic Soil Group—Okeechobee County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/13/2019 Page 1 of 4301277030128403012910301298030130503013120301319030132603013330301277030128403012910301298030130503013120301319030132603013330515670515740515810515880515950516020516090 515670 515740 515810 515880 515950 516020 516090 27° 14' 34'' N 80° 50' 30'' W27° 14' 34'' N80° 50' 14'' W27° 14' 15'' N 80° 50' 30'' W27° 14' 15'' N 80° 50' 14'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,870 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography 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 15, Sep 17, 2018 Soil map units are labeled (as space allows) 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 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. Hydrologic Soil Group—Okeechobee County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/13/2019 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 7 Floridana, Riviera, and Placid soils, depressional C/D 3.9 22.4% 11 Immokalee fine sand, 0 to 2 percent slopes B/D 3.9 22.7% 14 Myakka fine sand, 0 to 2 percent slopes A/D 9.5 55.0% Totals for Area of Interest 17.3 100.0% Description 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. Hydrologic Soil Group—Okeechobee County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/13/2019 Page 3 of 4 Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Okeechobee County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 8/13/2019 Page 4 of 4 GFA INTERNATIONAL FLORIDA’S LEADING ENGINEERING SOURCE Report of Preliminary Geotechnical Exploration 19 Acre Parcel North Side of SW 6th Street Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 For: AJ Entitlements & Planning Since 1988 Florida’s Leading Engineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review & Code Compliance 607 NW Commodity Cove • Port St. Lucie, Florida 34986 • (772) 924-3575 • (772) 924-3580 (fax) • www.teamgfa.com OFFICES THROUGHOUT FLORIDA March 27, 2019 Mr. Reuven Rogatinsky 5230 North 31st Place Hollywood, Florida 33021 Subject: Report of Preliminary Geotechnical Exploration 19 Acre Parcel North Side of Southwest 6th Street, Okeechobee, Florida GFA Project No. 19-1873.01 Dear Mr. Rogatinsky: GFA International, Inc. (GFA) has completed a preliminary geotechnical exploration for the subject project. The scope of services was completed in accordance with our Proposal for Preliminary Geotechnical Exploration (Proposal No. 19-1873.01) dated February 14, 2019, planned in conjunction with AJ Entitlements & Planning and authorized by Mr. Reuven Rogatinsky. This report briefly presents our understanding of the project, describes the preliminary geotechnical exploration performed, presents the data obtained, and provides our preliminary geotechnical engineering evaluation of the site and subsurface conditions at the property with respect to the anticipated construction. We appreciate the opportunity to be of service to you during this phase of the project and look forward to providing the design phase geotechnical exploration as your plans proceed. Please contact us if you have any questions or comments, or if we may of further service. Respectfully Submitted, GFA International, Inc. Florida Certificate of Authorization No. 4930 This item has been digitally signed and sealed by John Kent, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. John Kent, P.E. Rick Martens Senior Project Engineer Project Manager Florida Registration No. 63218 Distribution: Mr. Reuven Rogatinsky 1 pdf Mr. Steven L. Dobbs, P.E. – Steven L. Dobbs Engineering, LLC 1 pdf 19 Acre Parcel Preliminary Geotechnical Exploration North Side of SW 6th Street, Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 Page 2 of 6 ____________________________________________________________________________________ TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................. 3 1.1 Scope of Services ........................................................................................................... 3 1.2 Project Description .......................................................................................................... 3 2.0 OBSERVATIONS ................................................................................................................ 3 2.1 Site Description ............................................................................................................... 3 2.2 Field Exploration ............................................................................................................. 3 2.3 Visual Classification ........................................................................................................ 4 2.4 General Soil Profile ......................................................................................................... 4 2.5 Groundwater Level .......................................................................................................... 4 3.0 PRELIMINARY ENGINEERING EVALUATION ................................................................... 4 3.1 General ........................................................................................................................... 4 3.2 Structures ........................................................................................................................ 5 3.3 Earthwork Construction ................................................................................................... 5 3.4 Other Considerations ...................................................................................................... 5 4.0 REPORT LIMITATIONS ...................................................................................................... 6 Appendix A - Vicinity Map Appendix B - Test Location Plan Appendix C - Notes Related to Borings Appendix D - Record of Test Borings Appendix E - Discussion of Soil Groups 19 Acre Parcel Preliminary Geotechnical Exploration North Side of SW 6th Street, Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 Page 3 of 6 ____________________________________________________________________________________ 1.0 INTRODUCTION 1.1 Scope of Services The objective of our preliminary geotechnical exploration was to collect subsurface data for the subject project, summarize the test results, and discuss any apparent site conditions that may have geotechnical significance for the planned construction. The following scope of services is provided within this report: 1. Prepare soil boring logs depicting the subsurface soil conditions encountered during our field exploration. 2. Review the soil samples obtained during our field exploration for classification and additional testing if necessary. 3. Provide preliminary recommendations with respect to foundation support of structures and site preparation for the proposed construction. 1.2 Project Description Based on prior discussions and email communication with you, GFA understands the project consists of the residential development of a 19-acre property made up of two parcels (Parcel ID 2-21-37-35-0A00-00006-0000 and 2-21-37-35-0A00-00006-D000) in Okeechobee, Florida. The construction will include 200 single-story units arranged in a 4-plex configuration and associated amenities. Design details and structural loading information were not available at this preliminary stage of the project. For the purposes of this report, we assumed the maximum column load will be 35 kips and the maximum wall loading will be 3 kips per linear foot. 2.0 OBSERVATIONS 2.1 Site Description At the time of our field exploration, the property was vacant and contained grass ground cover and some trees. The average site grade was estimated to be approximately the same as the adjacent roadways. Existing residential and commercial structures were located adjacent to the property. 2.2 Field Exploration Ten (10) standard penetration test (SPT) borings, advanced to an approximate depth of 10 feet below the existing ground surface, were completed for this study. The locations of the borings are illustrated in Appendix B - Test Location Plan. 19 Acre Parcel Preliminary Geotechnical Exploration North Side of SW 6th Street, Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 Page 4 of 6 ____________________________________________________________________________________ The Standard Penetration Tests (SPT) were performed in general accordance with ASTM D 1586, “Penetration Test and Split-Barrel Sampling of Soils.” The SPT test procedure consists of driving a 1.4-inch I.D. split-barrel sampler into the soil profile using a 140-pound hammer falling 30 inches. The number of blows per foot, for the second and third 6-inch increment, is referred to as the N-value. The N-value has been empirically correlated with various soil properties and provides an indication of soil strength. The soil samples recovered from the borings were visually classified and their stratification is illustrated in Appendix D - Record of Test Borings. It is noted that the soil boring data reflect information from a specific test location only and soil conditions may vary between the strata interfaces indicated on the logs. The boring depths were based on our knowledge of vicinity soils and confined to the zone of soil likely to be influenced by the proposed construction. Site specific survey staking for the test locations was not provided for our field exploration. The indicated depth and location of each boring was approximated based upon existing grade and estimated distances and relationships to existing landmarks at the property. 2.3 Visual Classification Soil samples recovered from our field exploration were returned to our laboratory where they were visually classified by a geotechnical engineer in general accordance with the Unified Soil Classification System (ASTM D 2487). After classifying the soil samples, no laboratory testing was deemed necessary. The samples will be retained in our laboratory for 30 days and then discarded unless we are notified otherwise in writing. 2.4 General Soil Profile Boring logs developed from our field exploration are presented in Appendix D - Record of Test Borings. The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples using the Unified Soil Classification System. See Appendix E - Discussion of Soil Groups, for a description of various soil groups. The subsurface soil conditions encountered at the boring locations generally consisted of a surface layer of topsoil underlain by loose to medium dense fine sand (SP) and fine sand with silt (SP-SM) to the boring termination depths of approximately 10 feet below the existing ground surface. 2.5 Groundwater Level On the date of our field exploration, the groundwater table was encountered at depths ranging from approximately 3.6 to 6.7 feet below the existing ground surface. Note that the groundwater table will fluctuate seasonally depending upon local rainfall and other site specific and/or local influences. Brief ponding of stormwater may occur across the site after heavy or extended rainfall events. 19 Acre Parcel Preliminary Geotechnical Exploration North Side of SW 6th Street, Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 Page 5 of 6 ____________________________________________________________________________________ 3.0 PRELIMINARY ENGINEERING EVALUATION 3.1 General Our preliminary geotechnical engineering evaluation of the site and subsurface conditions at the property, with respect to the planned construction, and our recommendations for site preparation and foundation support, are based upon (1) our site observations, (2) the limited field data obtained, and (3) our understanding of the project information and structural conditions presented in this report. As the project progresses and additional information becomes available regarding final design grades and detailed structural loading for the proposed construction, we request that this information be provided to us so that we may review our recommendations with respect to the new information. In this regard, additional field testing and soil borings, which we feel are necessary to develop detailed foundation design and earthwork construction recommendations, should be conducted prior to final design. 3.2 Structures Based upon our preliminary evaluation of the site and the subsurface conditions encountered at the boring locations, it appears that proposed structures can be constructed using conventional shallow foundations following the performance of necessary site preparation and earthwork construction procedures. The boring results indicate that the maximum allowable design soil bearing pressure for shallow foundation support of structures will be on the order of 2,500 psf. We emphasize that this design value is dependent upon the actual structural foundation loads and performing the necessary site preparation and earthwork construction procedures. 3.3 Earthwork Construction The results of our field exploration indicate that the fine sand (SP) and fine sand with silt (SP- SM), as encountered in the borings, are suitable for use as structural fill. In general, soils having silt/clay fines contents of more than 12 percent are not recommended for use as structural fill. Fill material should be placed in controlled lifts and compacted until attaining 95 percent of the maximum dry density as determined by the modified Proctor method (ASTM D 1557). Soils containing surficial organic material should be removed from building and pavement areas during initial site preparation. These soils are not suitable for use as structural fill but may be used in lawn and/or landscape areas. 3.4 Other Considerations As previously discussed, additional field testing, which we feel is necessary to develop detailed foundation design and site preparation and earthwork construction recommendations, should be conducted prior to final design. 19 Acre Parcel Preliminary Geotechnical Exploration North Side of SW 6th Street, Okeechobee, Florida March 27, 2019 GFA Project No. 19-1873.01 Page 6 of 6 ____________________________________________________________________________________ 4.0 REPORT LIMITATIONS This preliminary consulting report has been prepared for the exclusive use of Mr. Reuven Rogatinsky and members of the design team for the proposed residential development at the 19 acre property located along the north side of SW 6th Street in Okeechobee, Florida. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report is based in part upon limited data collected during a field exploration. This report does not reflect any variations which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the boring logs is approximate and the descriptions represent our interpretation of the subsurface conditions at the designated boring locations on the specific date drilled. Any third-party reliance of this preliminary geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International, Inc. The applicable SPT methodology (ASTM D 1586) used in performing our borings, and for determining penetration resistance, is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. Appendix A - Vicinity Map Vicinity Map North Side of SW 6th Street Okeechobee, FL GFA Project No. 19-1873.01 Note: Aerial Photograph from GoogleEarth Website Site Location Appendix B - Test Location Plan Test Location Plan: North Side of SW 6th Street, Okeechobee, FL Approximate Standard Penetration Test (SPT) Boring Locations SPT-1 SPT-9 SPT-2 SPT-3 SPT-7 SPT-8 SPT-5 SPT-4 SPT-10 SPT-6 Appendix C - Notes Related to Borings NOTES RELATED TO BORING RECORDS AND GENERALIZED SUBSURFACE PROFILES 1. Groundwater levels (if encountered) were recorded either during or following the boring completion on the date indicated. Fluctuations in groundwater levels are common - see the report text for a discussion. 2. The boring locations were identified in the field by estimated distances and offsets from existing reference marks and/or other site landmarks. 3. The completed boreholes were backfilled to adjacent site grade using drilling spoils and patched with asphalt cold mix in pavement areas. 4. The Log of Boring records represent our interpretation of soil conditions based on visual classification of the soil samples recovered from the borings. 5. The Log of Boring records are subject to the limitations, conclusions, and recommendations presented in the report text. 6. The Standard Penetration Test (SPT) N-values contained on the Log of Boring records refer to the total blow counts of a 140-pound drop hammer falling 30 inches required to drive a split-barrel sampler a total distance of 12 inches into soil strata at specific depth intervals. 7. The Hand Cone Penetrometer (HCP) values contained on Log of Boring records and the Cone Penetration Test (CPT) values contained on the Cone Penetration Sounding logs refer to the cone tip resistance recorded when pushing the cone tip into the soil strata at specific depth intervals. 8. The soil and/or rock strata interfaces shown on the Log of Boring records are approximate and may vary from those shown on the logs. The soil and/or rock descriptions shown on the Log of Boring records refer to conditions at the specific location tested. Soil/rock conditions may vary between test locations. 9. Relative density for coarse-grained soils (sands/gravels) and consistency for fine-grained soils (silts/clays) are described as follows: Coarse Grained Soils (Sands and Gravels) Fine Grained Soils (Silts and Clays) SPT N-Value HCP Value (kg/cm2) CPT Value (tsf) Relative Density SPT N-Value HCP Value (kg/cm2) CPT Value (tsf) Consistency 0-4 0-16 0-20 Very Loose 0-2 0-20 0-3 Very Soft 5-10 17-36 21-40 Loose 3-4 21-35 4-6 Soft 11-30 37-116 41-120 Med. Dense 5-8 >35 7-12 Firm 31-50 117-196 121-200 Dense 9-15 13-25 Stiff >50 > 196 >200 Very Dense 16-30 26-50 Very Stiff >30 >50 Hard 10. Grain size descriptions are as follows: Description Particle Size Limits Boulder Greater than 12 inches Cobble 3 to 12 inches Coarse Gravel 3/4 to 3 inches Fine Gravel No. 4 sieve to 3/4 inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines (Silt/Clay) Smaller than No. 200 sieve 11. Definitions for modifiers used in soil/rock descriptions: Proportion Modifier Approximate Root Diameter Modifier <5% Trace Less than 1/32" Fine roots 5% to 12% Little 1/32" to 1/4” Small roots 12% to 30% Some 1/4” to 1" Medium roots 30% to 50% And Greater than 1" Large roots Organic Soils: Soils containing vegetative tissue in various stages of decomposition having a fibrous to amorphous texture. Usually having a dark brown to black color and an organic odor. Organic Content Modifiers: <25%: Slightly to Highly Organic; 25% to 75%: Muck; >75%: Peat Appendix D - Record of Test Borings Topsoil Gray fine sand (SP) Brown fine sand, trace silt (SP) Dark brown-gray fine sand, little silt (SP) Brown fine sand, trace silt (SP) Bottom of borehole at 10.0 feet. 1 2 3 3 3 4 6 6 4 3 4 6 4 4 8 10 5 6 9 10 0.2 2.0 5.0 8.0 10.0 1 2 3 4 5 5 10 7 12 15 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.40 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-1 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Brown fine sand (SP) Gray fine sand, little silt (SP) Brown fine sand, trace silt (SP) Bottom of borehole at 10.0 feet. 2 3 3 5 5 6 3 4 4 4 7 8 4 6 8 8 4 5 5 5 0.2 3.0 5.0 10.0 1 2 3 4 5 6 9 11 14 10 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.20 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-2 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Gray fine sand (SP) Brown fine sand, trace silt (SP) Brown fine sand (SP) Dark brown-gray fine sand (SP) Bottom of borehole at 10.0 feet. 3 3 4 6 7 7 6 6 5 6 3 8 6 4 5 6 2 3 4 4 0.2 3.0 5.0 8.0 10.0 1 2 3 4 5 7 13 9 9 7 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.20 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-3 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Gray fine sand (SP) Dark red-brown fine sand, trace silt (SP) Dark brown fine sand, trace silt (SP) Bottom of borehole at 10.0 feet. 2 3 4 4 5 7 8 11 9 12 11 11 8 8 10 11 4 6 8 8 0.2 2.0 7.0 10.0 1 2 3 4 5 7 15 23 18 14 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.20 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-4 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Brown-gray fine sand (SP) Brown fine sand (SP) Bottom of borehole at 10.0 feet. 3 5 4 4 6 6 5 7 6 6 5 6 5 6 7 9 3 2 3 3 0.2 7.0 10.0 1 2 3 4 5 9 11 11 13 5 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.00 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-5 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Gray fine sand (SP) Brown fine sand, little silt (SP) Brown fine sand, few roots (SP) Brown-gray fine sand (SP) Bottom of borehole at 10.0 feet. 2 3 3 5 8 5 5 4 4 5 6 5 3 4 4 4 3 4 5 5 0.1 3.0 7.0 8.0 10.0 1 2 3 4 5 6 10 11 8 9 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 6.70 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-6 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Gray fine sand (SP) Brown fine sand (SP) Brown-gray fine sand (SP) Bottom of borehole at 10.0 feet. 2 3 5 6 4 5 6 7 7 8 11 9 11 12 13 15 5 6 7 9 0.2 2.0 5.0 10.0 1 2 3 4 5 8 11 19 25 13 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 3.90 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-7 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Dark gray fine sand with silt (SP-SM) Gray fine sand (SP) Brown-gray fine sand (SP) Gray fine sand (SP) Bottom of borehole at 10.0 feet. 1 1 2 3 5 5 6 7 7 7 6 10 8 10 11 10 5 5 5 5 0.1 2.0 5.0 6.0 10.0 1 2 3 4 5 3 11 13 21 10 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 3.80 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-8 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Dark gray fine sand with silt (SP-SM) Gray fine sand (SP) Brown-gray fine sand (SP) Gray fine sand (SP) Bottom of borehole at 10.0 feet. 1 2 3 3 3 5 4 5 7 8 11 8 9 11 15 15 4 4 5 5 0.2 2.0 4.0 8.0 10.0 1 2 3 4 5 5 9 19 26 9 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 4.00 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-9 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:33 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Topsoil Dark gray fine sand with silt (SP-SM) Gray fine sand (SP) Brown-gray fine sand (SP) Bottom of borehole at 10.0 feet. 2 3 2 3 6 8 9 11 11 14 15 16 10 11 13 16 5 6 9 10 0.1 2.0 5.0 10.0 1 2 3 4 5 5 17 29 24 15 HAMMER TYPE DRILLER JB/BB DRILL RIG CME-45 METHOD SPT NOTE: HOLE DEPTH 10 ft DATE STARTED 3/5/19 GROUND WATER LEVEL: DRILLING CONTRACTOR GFA International Inc. LATITUDE HOLE DIAMETER COMPLETED 3/5/19 AT TIME OF DRILLING 3.60 ft LONGITUDE GRAPHICLOG FINES CONTENT (%) 20 40 60 80 SPT N VALUE 20 40 60 80 20 40 60 80 PL LLMC PROJECT NUMBER 19-1873.01 PROJECT NAME 19 Acre Parcel PROJECT LOCATION North Side of SW 6th Street, Okeechobee, Florida LOG OF BORING SPT-10 PAGE 1 OF 1 MATERIAL DESCRIPTION CLIENT AJ Entitlements and Planning BLOWCOUNTSMOISTURECONTENT (%)ORGANICCONTENT (%)ELEVATION(ft)DEPTH(ft)2.5 5.0 7.5 10.0 SAMPLE TYPENUMBERN VALUEGFA GEOTECH BH - GFA DATA TEMPLATE.GDT - 3/22/19 09:32 - P:\PROJECTS\2019\19-1873.01 - PROPOSED 19-ACRE SITE - GEO\GEO\APPENDICES NORMAL\SPT LOGS.GPJGFA International 607 NW Commodity cove Port Saint Lucie , FL 34986 7729243575 Appendix E - Discussion of Soil Groups DISCUSSION OF SOIL GROUPS COARSE GRAINED SOILS General. A soil is classified as coarse-grained if more than 50 percent of a representative sample of the material is retained on the No. 200 sieve. GW and SW Groups. These groups comprise well-graded gravelly and sandy soils containing little or no plastic fines (less than 5 percent passing the No. 200 sieve). The low fines content does not noticeably change the shear strength characteristics of these soils and does not interfere with their free-draining characteristics. GP and SP Groups. Poorly graded gravels and sands containing little or no plastic fines (less than 5 percent passing the No. 200 sieve) are in the GP and SP groups. The materials can be called uniform gravels, uniform sands, or non-uniform mixtures of very coarse materials and very fine sand, with intermediate sizes lacking (sometimes called skip-graded, gap-graded, or step-graded). This last group often results from borrow pit excavation in which gravel and sand layers are mixed. GM and SM Groups. In general, the GM and SM groups comprise gravels or sands with fines (more than 12 percent passing the No. 200 sieve) having little or no plasticity. The plasticity index and liquid limit of soils in these groups plot below the “A” line on the plasticity chart. The gradation of the material is not considered significant and both well and poorly graded materials are included. GC and SC Groups. In general, the GC and SC groups comprise gravelly or sandy soils containing fines (more than 12 percent passing the No, 200 sieve) having plasticity characteristics. The plasticity index and liquid limit of soils in these groups plot above the “A” line on the plasticity chart. FINE GRAINED SOILS General. A soil is classified as fine-grained if more than 50 percent of a representative sample of the material passes the No. 200 sieve. ML and MH Groups. These groups comprise inorganic silts (ML) and elastic silts (MH) having either low (L) or high (H) liquid limits, respectively. ML soils have a liquid limit of less than 50 while MH soils have a liquid limit of 50 and greater. Silts and elastic silts can also contain varying amounts of sand and gravel. Also included in this group are loess sediments and rock flours. CL and CH Groups. These groups comprise low plasticity (lean) clays (CL) and medium to high plasticity (fat) clays (CH) having either low (L) or high (H) liquid limits, respectively. CL soils have a liquid limit of less than 50 while CH soils have a liquid limit of 50 and greater. The low plasticity clays can also be sandy clays or silty clays. The moderate to high plasticity clays can also be sandy clays and include some volcanic clays. OL and OH Groups. These groups comprise organic silts and clays. The soils are characterized by the presence of organic odor and/or dark color. The OL and OH soils are differentiated by determining and comparing their liquid limit values before and after oven drying representative soil samples. HIGHLY ORGANIC SOILS The highly organic soils are usually very soft and compressible and have undesirable construction characteristics. Particles of leaves, grasses, branches, or other fibrous vegetative matter are common components of these soils. They are not subdivided and are classified into one group with the symbol PT. Peat humus and swamp soils with a highly organic texture are typical soils of the group. Emerald Greens No. 2019-007 Drainage Calculations Basin Information For:Emerald Greens MULTI-FAMILY RESIDENTIAL Stage =19.01 ac 10-year, 1-day P10 =5.30 in Wetland =1.11 ac V = (((5.30-0.2(0.69))^2)/(5.30-0.8(0.69)))*17.48/12 = 6.63 ac-ft 30.18 ft-NGVD Floodplain Compensation =0.42 ac 25-year, 3-day P25 =9.10 in less rear lots adjacent to preserve =0.00 ac V = (((9.10-0.2(0.69))^2)/(9.10-0.8(0.69)))*17.48/12 = 12.11 ac-ft 30.88 ft-NGVD less existing parcel (with house)=0.00 ac 100-year, 3-day P100 =12.70 in less area outside basin =0.00 ac V = (((12.70-0.2(0.69))^2)/(12.70-0.8(0.69)))*17.48/12 = 17.34 ac-ft #DIV/0!ft-NGVD Total Basin Area (water quality)=17.48 ac Impervious Area Roofline/Bldg.=3.21 ac Control Structure Design Wetland Buffer =0.00 ac Roads =4.75 ac Max. Allowable Discharge =3.50 cfs Lot Pavement/Sidewalk =0.90 ac Control Elevation =138.50 ft-NGVD Total Impervious Area =8.86 ac Req. Weir Crest Elevation =27.94 ft-NGVD Pervious Area Wet Detention =1.76 ac Green =6.86 ac Total Pervious Area =8.62 ac Pro. Weir Crest Elevation =139.50 ft-NGVD Percent Impervious =50.7%Provided Water Quality =9.68 ac-ft Adjusted Soil Storage =0.69 in Bleed Down Volume =4.84 ac.ft 1/2 detention volume Calculated SCS Curve Number =84 Allowable Bleeder Discharge =2.44 cfs Time of Concentration =10.00 min =#NUM!degrees Circular Orifice Design: Water Quality Calculation Q = 0.6*A*(2*g*H)0.5 Solving the above equation for Diameter yields 1" x Total Area =1.49 ac-ft D = 2*(Q/(0.6*p*(2*g*H)0.5))0.5*12 in/Ft Runoff from 2.5"x % net Impervious - SFWMD criteria =0.25 ac-ft Assuming 3-inch bleeder initially Runoff from 3.0"x % net Impervious - Martin County criteria =1.03 ac-ft D = 2*[2.44/(0.6*3.414*(2*32.2*(139.50-(138.50+0.125)))^0.5)]^0.5*12 in/Ft Required Water Quality Volume =1.49 ac-ft Dry Detention Multiplier =1.50 1.5*0.75 Adjusted Required Water Quality Volume =2.24 ac-ft D =9.97 in for two bleeders 0.5 Water quality stage (1.11875 ac-ft)=27.24 ft-NAVD Therefore, one 3.00 inch diameter circular bleeder at elevation 15.00 ft-NGVD will be used. Water Quality Stage =27.94 ft-NAVD Min. Req Road Crown Elev. (10 yr-24 hr storm)=30.18 ft-NGVD Q = 3.13*L*H1.5 solving for L, L = Q/(3.13*H1.5), use 25-year, 3-day zero stage for Min. Req Perimeter Berm Elev. (25 yr-72 hr storm)=30.88 ft-NGVD initial head on weir. L = 3.50/(3.13*(30.88-27.94)^1.5) =0.22 ft Min. Req F.F.E. (100 yr-72 hr zero discharge)=#DIV/0!ft-NGVD 26.00 26.50 27.00 27.50 28.00 28.50 29.00 29.50 30.00 30.50 31.00 Wet Detention Vertical 1.50 26.50 26.50 0.00 0.00 0.75 1.50 2.25 3.00 3.75 4.50 5.25 6.00 6.75 Wet Detention Banks Linear 0.26 26.50 30.00 0.00 0.00 0.01 0.04 0.08 0.15 0.23 0.33 0.46 0.59 0.72 Wetland Vertical 0.00 200.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Wetland Buffer / Preserve Linear 0.00 200.00 220.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Building Vertical 3.21 34.00 34.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pavement Linear 5.65 30.50 31.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.71 Green Linear 6.86 30.00 30.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.72 5.15 Empty Linear 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 0.00 Total:17.48 Totals:0.00 0.00 0.76 1.54 2.33 3.15 3.98 4.83 5.70 8.30 13.32 Total Basin Area Stage Storage Calculations for Basin Emerald Greens Land use Category Storage Type Area (ac.)From Elev.To Elev. Cumulative Stage-Storage (ac-ft) 8/28/2019 F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 site info 20190821.xls Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL Input Report for AdICPR Model ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: Onsite Node: Onsite Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 19.100 Time Shift(hrs): 0.00 Curve Number: 84.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: Offsite Base Flow(cfs): 0.000 Init Stage(ft): 25.500 Group: BASE Warn Stage(ft): 27.500 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 25.500 72.00 27.000 125.00 25.500 500.00 25.500 ------------------------------------------------------------------------------------------ Name: Onsite Base Flow(cfs): 0.000 Init Stage(ft): 27.940 Group: BASE Warn Stage(ft): 29.000 Type: Stage/Volume Stage(ft) Volume(af) --------------- --------------- 26.500 0.0000 27.000 0.7600 27.500 1.5400 28.000 2.3300 28.500 3.1500 29.000 3.9800 29.500 4.8300 30.000 5.7000 30.500 8.3000 31.000 13.3200 ========================================================================================== ==== Drop Structures ===================================================================== ========================================================================================== Name: CS-1 From Node: Onsite Length(ft): 300.00 Group: BASE To Node: Offsite Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: Both Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 25.500 25.500 Exit Loss Coef: 0.900 Manning's N: 0.025000 0.025000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 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 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 36.00 Invert(ft): 35.000 Rise(in): 54.00 Control Elev(ft): 35.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 4 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL Input Report for AdICPR Model *** Weir 2 of 2 for Drop Structure CS-1 *** TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 26.500 Rise(in): 3.00 Control Elev(ft): 26.500 ========================================================================================== ==== 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 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 100YR3D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 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:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 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 10.00 24.000 5.00 100.000 10.00 ---------------------------------------------------------------------------------------------------- Name: 10YR3D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 ICPR\sims\10YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 7.00 Time(hrs) Print Inc(min) --------------- --------------- 50.000 10.00 100.000 5.00 400.000 10.00 ---------------------------------------------------------------------------------------------------- Name: 25YR3D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 2 of 4 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL Input Report for AdICPR Model Time(hrs) Print Inc(min) --------------- --------------- 50.000 10.00 100.000 5.00 400.000 10.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 ICPR\sims\100YR3D.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) --------------- --------------- 50.000 15.000 100.000 5.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10YR1D Hydrology Sim: 10YR1D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 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 15.000 24.000 5.000 100.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10YR3D Hydrology Sim: 10YR3D Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 ICPR\sims\10YR3D.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): 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 15.000 100.000 5.000 400.000 10.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 25YR3D Hydrology Sim: 25YR3D Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 3 of 4 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL Input Report for AdICPR Model Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 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): 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 15.000 100.000 5.000 400.000 10.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: WQ Hydrology Sim: Filename: F:\2019-007 Rogatensky 20A City of Okeechobee\04-Calcs\2019-007 ICPR\sims\WQ.I32 Execute: Yes 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): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 999.000 15.000 Group Run --------------- ----- BASE Yes Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 4 of 4 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL Basin Summary Report for AdICPR Model 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 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): 19.100 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 79.961 Runoff Volume (in): 8.026 Runoff Volume (ft3): 556488.384 -------------------------------------------------------------------------------- Basin Name: Onsite Group Name: BASE Simulation: 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): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 19.100 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 43.940 Runoff Volume (in): 3.269 Runoff Volume (ft3): 226671.209 -------------------------------------------------------------------------------- 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): 19.100 Vol of Unit Hyd (in): 1.000 Curve Number: 84.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 71.164 Runoff Volume (in): 7.057 Runoff Volume (ft3): 489252.954 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FLNode Maximum Report for AdICPR Model Max Warning Max Delta Max Surf Max Max Name Simulation Stage Stage Stage Area Inflow Outflow ft ft ft ft2 cfs cfs Offsite 100YR3D 27.000 27.500 -0.0005 0 0.000 0.000 Onsite 100YR3D 30.905 29.000 0.0050 502795 79.644 0.000 Offsite 10YR1D 27.000 27.500 -0.0005 0 0.400 0.000 Onsite 10YR1D 29.486 29.000 0.0050 74873 42.628 0.400 Offsite 25YR3D 27.000 27.500 -0.0005 0 0.470 0.000 Onsite 25YR3D 30.661 29.000 0.0050 399829 70.892 0.470Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FL24 Hour Bleed Down Report for AdICPR Model Min Time Min Warning Min Delta Min Surf Min Time Min Min Time Min Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Offsite BASE WQ 0.00 25.500 27.500 0.0000 0 24.00 0.236 0.00 0.000 Onsite BASE WQ 24.00 27.624 29.000 0.0000 68822 0.00 0.000 24.00 0.236Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 Emerald Greens, 191 Unit Apartment Complex, City of Okeechobee, FLLink Maximum Report for AdICPR Model Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft CS-1 BASE 100YR3D 0.00 0.000 0.000 0.00 0.000 0.00 0.000 CS-1 BASE 10YR1D 24.25 0.400 0.001 24.25 29.486 72.00 27.000 CS-1 BASE 25YR3D 91.14 0.470 0.000 72.31 30.661 71.99 27.000Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.Page 1 of 1 Inches % Systems available for analysis: Retention Basin with option for calculating effluent concentration Wet Detention Exfiltration Trench Pervious Pavement Stormwater Harvesting Biofiltration Greenroof Rainwater Harvesting Managed Aquatic Plants Detention Vegetated Natural Buffer Vegetated Filter Strip Swale Rain Garden Tree Well Lined reuse pond User Defined BMP Treatment efficiency (N, P) (ex 80 70 (no decimal points) use only for specified removal efficiency): Input data Calculated or Carryover Select the appropriate Meteorological Zone, input the appropriate Mean Annual Rainfall amount and select the type of analysis Zone 2 CLICK ON CELL BELOW TO SELECT 54.00Mean Annual Rainfall (Please use rainfall map): Meteorological Zone (Please use zone map): Model documentation and example problems. Net improvement Select the STORMWATER TREATMENT ANALYSIS Button below to begin analyzing the effectiveness of Best Management Practices. Type of analysis: There is a user's manual for the BMPTRAINS model. It can be downloaded from www.stormwater.ucf.edu. The results from the example problems shown in the manual however may not reflect current model results due to ongoing updates of the model. Blue Numbers = Red Numbers =GENERAL SITE INFORMATION:V 8.6 NAME OF PROJECT CLICK ON CELL BELOW TO SELECT 8/25/2019 Emerald Greens Apartments VIEW ZONE MAP VIEW MEAN ANNUAL RAINFALL MAP GO TO INTRODUCTION PAGE STORMWATER TREATMENT ANALYSIS METHODOLOGY FOR WET DETENTION SYSTEMS METHODOLOGY FOR CALCULATING REQUIRED TREATMENT EFFICIENCY METHODOLOGY FOR RETENTION SYSTEMS METHODOLOGY FOR GREENROOF SYSTEMS METHODOLOGY FOR WATER HARVESTING SYSTEMS GO TO WATERSHED CHARACTERISTICS RESET INPUT FOR STORMWATER TREATMENT ANALYSIS Delay [hrs] max delay = 15 hrs,PRE:POST: Pre-development land use:EMC(N):mg/L mg/L with default EMCs EMC(P):mg/L mg/L Post-development land use: with default EMCs Total pre-development catchment area:17.480 AC Total post-development catchment or for BMP analysis:17.480 AC Average annual pre runoff volume:8.731 ac-ft/year Pre-development Non DCIA CN:80.00 Average annual post runoff volume (note no BMP area):33.624 ac-ft/year Pre-development DCIA percentage:0.00 %Pre-development Annual Mass Loading - Nitrogen:30.150 kg/year Post-development Non DCIA CN:84.00 Pre-development Annual Mass Loading - Phosphorus:5.244 kg/year Post-development DCIA percentage:49.30 %Post-development Annual Mass Loading - Nitrogen:85.838 kg/year Estimated BMP Area (No loading from this area)1.760 AC Post-development Annual Mass Loading - Phosphorus:13.560 kg/year PRE:POST: Pre-development land use:EMC(N):mg/L mg/L with default EMCs EMC(P):mg/L mg/L Post-development land use: with default EMCs Total pre-development catchment area:AC Total post-development catchment or BMP analysis area:AC Average annual pre runoff volume:ac-ft/year Pre-development Non DCIA CN:Average annual post runoff volume (note no BMP area):ac-ft/year Pre-development DCIA percentage:%Pre-development Annual Mass Loading - Nitrogen:0.000 kg/year Post-development Non DCIA CN:Pre-development Annual Mass Loading - Phosphorus:0.000 kg/year Post-development DCIA percentage:%Post-development Annual Mass Loading - Nitrogen:0.000 kg/year Estimated BMP Area (No loading from this area)AC Post-development Annual Mass Loading - Phosphorus:0.000 kg/year PLEASE SELECT LAND USE: OVERWRITE DEFAULT CONCENTRATIONS: USE DEFAULT CONCENTRATIONS CATCHMENT NO.2 NAME: OVERWRITE DEFAULT CONCENTRATIONS USING: USE DEFAULT CONCENTRATIONS CLICK ON CELL BELOW TO SELECT Wet DetentionCATCHMENT NO.1 NAME: Blue Numbers = Red Numbers = Input data Calculated PLEASE SELECT LAND USE: CLICK ON CELL BELOW TO SELECT WATERSHED CHARACTERISTICS V 8.6 CLICK ON CELL BELOW TO SELECT CLICK ON CELL BELOW TO SELECT CONFIGURATION A - Single Catchment Single-Family: TN=2.070 TP=0.327 Agricultural - General: TN=2.800 TP=0.487 CLICK ON CELL BELOW TO SELECT SELECT CATCHMENT CONFIGURATION 8/25/2019 For comingling, the off-site catchment must be upstream. The delay is only for retention BMPs and must be used in hours as measured by the time of concentration at a one inch/hour rain GO TO STORMWATER TREATMENT ANALYSIS VIEW CATCHMENT CONFIGURATION VIEW AVERAGE ANNUAL RUNOFF "C" Factor VIEW EMC & FLUCCS GO TO GIS LANDUSE DATA GO TO GENERAL SITE INFORMATION PAGE PRE:POST: Pre-development land use:EMC(N):mg/L mg/L with default EMCs EMC(P):mg/L mg/L Post-development land use: with default EMCs Total pre-development catchment area:AC Total post-development catchment or BMP analysis area:AC Average annual pre runoff volume:ac-ft/year Pre-development Non DCIA CN:Average annual post runoff volume (note no BMP area):ac-ft/year Pre-development DCIA percentage:%Pre-development Annual Mass Loading - Nitrogen:0.000 kg/year Post-development Non DCIA CN:Pre-development Annual Mass Loading - Phosphorus:0.000 kg/year Post-development DCIA percentage:%Post-development Annual Mass Loading - Nitrogen:0.000 kg/year Estimated BMP Area (no loading from this area)AC Post-development Annual Mass Loading - Phosphorus:0.000 kg/year PRE:POST: Pre-development land use:EMC(N):mg/L mg/L with default EMCs EMC(P):mg/L mg/L Post-development land use: with default EMCs Total pre-development catchment area:AC Total post-development catchment or BMP analysis area:AC Average annual pre runoff volume:ac-ft/year Pre-development Non DCIA CN:Average annual post runoff volume (note no BMP area):ac-ft/year Pre-development DCIA percentage:%Pre-development Annual Mass Loading - Nitrogen:0.000 kg/year Post-development Non DCIA CN:Pre-development Annual Mass Loading - Phosphorus:0.000 kg/year Post-development DCIA percentage:%Post-development Annual Mass Loading - Nitrogen:0.000 kg/year Estimated BMP Area (no loading from this area)AC Post-development Annual Mass Loading - Phosphorus:0.000 kg/year USE DEFAULT CONCENTRATIONS CLICK ON CELL BELOW TO SELECT OVERWRITE DEFAULT CONCENTRATIONS: CLICK ON CELL BELOW TO SELECT OVERWRITE DEFAULT CONCENTRATIONS: CLICK ON CELL BELOW TO SELECT USE DEFAULT CONCENTRATIONS CATCHMENT NO.3 NAME: CLICK ON CELL BELOW TO SELECT CATCHMENT NO.4 NAME: Required Treatment Eff (Nitrogen):65 % Required Treatment Eff (Phosphorus):61 % 8/25/2019 Total Required Treatment Efficiency: NOTE !!!: All individual system must be sized prior to being analyzed in conjunction with other systems. Please read instructions in the CATCHMENT AND TREATMENT SUMMARY RESULTS tab for more information. Select one of the BMPs below to analyze efficiency or review the summary data. STORMWATER TREATMENT ANALYSIS: If not done, specify pre- and post-development watershed characteristics. Calculated Input dataBlue Numbers = Red Numbers =V 8.6 GO TO GENERAL SITE INFORMATION PAGE RETENTION BASIN EXFILTRATION TRENCH FILTRATIONPERVIOUS PAVEMENT WET DETENTION / MAP GO TO WATERSHED CHARACTERISTICS STORMWATER HARVESTING GREENROOF RAINWATER HARVESTING GO TO COST ANALYSIS WORKSHEET VEGETATED NATURAL BUFFER VEGETATED FILTER STRIP SWALERAIN GARDEN / depression storage TREE WELL USER DEFINED BMP CATCHMENT AND TREATMENT SURFACE 1 LINED REUSE POND & UNDERDRAIN INPUT View Media Mixes Optional Identification Wet Detention Catchment 2 Catchment 3 Catchment 4 Retention Basin Wet Detention/ MAPs VNB 30.15 5.24 85.84 13.56 65 61 TN MET 30.04 5.29 TP MET 84 92 13.66 30.08 1.09 2.40 72.18 158.99 BMP Name BMP Name Surface Water Discharge Summary Performance of Entire Watershed BMP Name Emerald Greens Apartments BMPTRAINS MODEL Phosphorus Post Load (kg/yr) Target Load Reduction (P) % Load Removed, N (kg/yr & Ib/yr): Nitrogen Pre Load (kg/yr) Treatment Objectives or Target for Discharged Load, N (kg/yr & lb/yr): Discharged Load, P (kg/yr & lb/yr): Target Discharge Load, N (kg/yr) Target Discharge Load, P (kg/yr) Provided Overall Efficiency, N (%): Provided Overall Efficiency, P (%): CATCHMENTS AND TREATMENT SURFACE DISCHARGE SUMMARY V 8.6 2. Certain BMP treatment train combinations have not been evaluated and in practice they are at this time not used, 3. Wet detention is last when used in a single catchment with other BMPs, except when followed by filtration an example is a greenroof following a tree well. Target Load Reduction (N) % CALCULATION METHODS: Catchment Configuration A - Single Catchment 8/25/2019 Phosphorus Pre Load (kg/yr) 1. The effectiveness of each BMP in a single catchment is converted to an equivalent capture volume. PROJECT TITLE Nitrogen Post Load (kg/yr) 1 12.47 27.47Load Removed, P (kg/yr & Ib/yr): 1 USGS The National Map: Orthoimagery. Data refreshed April, 2019. National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250Feet Ü80°50'40.88"W 27°14'37.41"N 80°50'3.43"W 27°14'5.42"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOODHAZARD AR EAS Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR Regulator y Floodway 0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X Future Conditions 1% AnnualChance Flood Hazard Zone XArea with Reduced Flood Risk due toLevee. See Notes.Zone X Area with Flood Risk due to Levee Zone D NO SCREE N Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culver t, or Storm SewerLevee, Dike, or Floodwall Cross Sections with 1% Annual Chance17.5 Water Surface ElevationCoastal Transect Coastal Transect BaselineProfile BaselineHydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of StudyJurisdiction Boundar y Digital Data Available No Digital Data Available Unmapped 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 theauthoritative NFHL web services provided by FEMA. This mapwas exported on 5/28/2019 at 9:12:18 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time. This map image is void if the one or more of the following mapelements 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 forunmapped and unmodernized areas cannot be used forregulatory purposes. Legend OTHER AREAS OFFLOOD HAZARD OTHER AREAS GENERALSTRUCTURES OTHERFEATURES MAP PANELS 8 1:6,000 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative proper ty location. S 89°49'42" W(C) S 89°53'11" W(D) 725.50' 547.44'N 89°50'29" E(C) N 89°53'58" E(D) 725.33' 547.27'N 00°08'27" W(C) N 00°04'58" W(D) 1094.88' 547.44'S 00°09'31" E(C) S 00°06'02" E(D) 994.23'446.96'(C) 447.25'(D)S 89°49'42" W(C) S 89°53'11" W(D) 1010.82'N 89°51'21" E(C) N 89°54'50" E(D) 704.88'398.67' N 00°08'27" W(C) N 00°04'58" W(D)C-1S 00°08'27" E(C) S 00°04'58" E(D) 534.67'L-1S 89°50'29" W(C) S 89°53'58" W(D) 725.33'CLSW 6TH STREETTOTAL PARCELCONTAINS±19.01 ACRES(VACANT)P.O.B.P.O.B.SWCL2NDSTREETPID# 2-21-37-35-0A00-00006-D000±9.89 ACRESPID# 2-21-37-35-0A00-00006-0000±9.12 ACRESSW 10TH avenueCL 85'25' WE T L A N D BUF F E R25'WETLANDBUFFERSCALE: 1"= 50' 0 25'50'100' 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. JOB No.: SHEET OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824-7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 02 19 2019-007 EMERALD GREENS APARTMENTS PROPOSED MULTI-FAMILY DEVELOPMENT LOCATED IN CITY OF OKEECHOBEE Existing Conditions & Demolition Plan CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW L-1 S 89°51'21" W(C) S 89°54'50" W(D) 49.69' C-1 RADIUS 402.71' DELTA 11°11'52" LENGTH 78.71' CLSW 6TH STREETSWCL2NDSTR EET SW 10TH avenueCL 8 10 10 2 10 10 10 3 2 8 4 10 10 8 4 3 10 3 3 8 10 10 8 10 3 5 10 3 7 10 10 2 10 610 10 10 54 10 LOADING ZONE9 10 10 5 1089 8 5 10 10 10103 LOADING ZONELOADING ZONELOADING ZONELOADING ZONE LOADING ZONE 25' WE T L A N D BUF F E R25'WETLANDBUFFERLOADING ZONELOADING ZONE LOADI N G Z O N E LO AD ING ZON E 10 8 7 BUILDING 4 2 STORY 18 UNIT RENTAL OFFICE BUILDING 5 2 STORY 18 UNIT BUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITBUILDING 9 2 STORY 18 UNIT BUILDING 8 2 STORY 18 UNIT BUILDING 102 STORY 18 UNITBUILDING 112 STORY 17 UNITBUILDING 32 STORY 16 UNITBUILDING 22 STORY 16 UNITBUILDING 12 STORY 16 UNITPROPOSED LAKE 1.77 AC ISLAND ISLAND RESIDENT'S STORAGE UNITS 76 TOTAL (10' x 10') RESIDENT'S STORAGE UNITS 116 TOTAL (10' x 10') TRASH COMPACTOR CLUBHOUSE 2,500 S.F. MAIL KIOSK BIKE PARKING 7 S S Site Impact Traffic Analysis Okeechobee Multi-Family City Okeechobee, FL Prepared for: Reuven Rogatinsky 5230 North 31st Place Hollywood, Florida Prepared by: 1172 SW 30th Street, Suite 500 Palm City, FL 34990 (772) 286-8030 184001 September 2019 © MacKenzie Engineering and Planning, Inc. CA 29013 Shaun G. MacKenzie P.E. PE Number 61751 184001 Page 1 EXECUTIVE SUMMARY MacKenzie Engineering and Planning, Inc. (MEP) was retained to evaluate the transportation impacts related to development located at Southwest 6th Street, Okeechobee, FL (PCN: 2-21-37-35- 0A00-00006-0000, 2-21-37-35-0A00-00006-D000). The applicant proposes to develop 198 Multi- Family dwelling units (DU). The development is projected to generate 1,456 daily, 91 AM peak hour (21 in/70 out), and 108 PM peak hour (68 in/40 out). Adequate transportation capacity is available to serve the project. Turn lanes into the project are not warranted. 184001 Page 2 TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................. 1 TABLE OF CONTENTS ................................................................................................................ 2 LIST OF FIGURES ......................................................................................................................... 2 LIST OF TABLES .......................................................................................................................... 2 EXHIBIT ......................................................................................................................................... 2 APPENDICES ................................................................................................................................. 2 INTRODUCTION ........................................................................................................................... 3 CURRENT DATA .......................................................................................................................... 3 TRIP GENERATION ...................................................................................................................... 4 Traffic Generation .................................................................................................................... 4 Internal Capture ........................................................................................................................ 4 Pass-by CAPTURE .................................................................................................................. 4 TRAFFIC ANALYSIS .................................................................................................................... 5 DRIVEWAYS ................................................................................................................................. 5 CONCLUSION ............................................................................................................................... 6 APPENDICES ................................................................................................................................. 7 LIST OF FIGURES Figure 1. Site Location Map ........................................................................................................... 3 LIST OF TABLES Table 1. Parcels Land Use Change ................................................................................................. 3 Table 2. Trip Generation ................................................................................................................ 4 EXHIBIT Exhibit 1 – PM Peak Hour One-Way Roadway Analysis Exhibit 2 – Driveway Traffic APPENDICES Appendix A - Traffic Count 184001 Page 3 INTRODUCTION A 198 multi-family dwelling unit (DU) project is proposed on Southwest 6th Street, Okeechobee, FL (PCN: 2-21-37-35-0A00-00006-0000, 2-21-37-35-0A00-00006-D000). The property details are shown below in Table 1. Figure 1 illustrates the general site location. Table 1. Parcels Land Use Change Parcel ID Parcel Size 2-21-37-35-0A00-00006-0000 9.12 Acres 2-21-37-35-0A00-00006-D000 9.89 Acres The traffic analysis will examine the impacts the project. The proceeding analysis will examine the ability of the existing roadway network to accommodate the increased demand from the project. Figure 1. Site Location Map CURRENT DATA The information contained below was used to develop the foregoing site impact traffic analysis. • Trip Generation, 10th Edition (ITE report) • Comprehensive Plan PROJECT SITE 184001 Page 4 TRIP GENERATION Traffic Generation The trip generation was projected based on the formulas in the Institute of Transportation Engineers’ (ITE) report Trip Generation (10th Edition) and use Land-Use 220 (Multi-Family Housing Low-Rise). The proposed development plan consists of the following: • 198 DU Multi-Family (Land-Use 220 Multi-Family Housing Low-Rise) The proposed project is expected to generate the following net external and driveway trips: • 1,456 daily, 91 AM peak hour (21 in/70 out), and 108 PM peak hour (68 in/40 out) Table 2 presents the proposed project's trip generation. Table 2. Trip Generation Internal Capture In order to provide a conservative analysis, internal capture is not utilized. Pass-by Capture Pass-by capture is proposed at 0 % Okeechobee Multi-Family Trip Generation Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic Multifamily Housing(Low-Rise)198 DU 1,456 91 21 70 108 68 40 Subtotal 1,456 91 21 70 108 68 40 NET PROPOSED TRIPS 1,456 91 21 70 108 68 40 Total Proposed Driveway Volumes 1,456 91 21 70 108 68 40 1,456 91 21 70 108 68 40 1,456 91 21 70 108 68 40 Note: Trip generation was calculated using the following data: Pass-by PM Peak Hour Land Use ITE Code Unit Daily Rate Rate in/out in/out Equation 220 DU 0%23/77 63/37 s:\jobs - share drive\184 - reugatinsky\001 - okeechobee multifamily\198 du multif 8-20-19\[okeechobee multifamily traffic.xlsx]tgen-prop Copyright © 2019, MacKenzie Engineering and Planning, Inc. Ln(T) = 0.89 Ln(X) + - 0.02 PM/DAILY NET CHANGE IN TRIPS (FOR THE PURPOSES OF CONCURRENCY) NET CHANGE IN DRIVEWAY VOLUMES AM Peak Hour Rate Multifamily Housing(Low- Rise)T = 7.56 (X) + -40.86 Ln(T) = 0.95 Ln(X) + -0.51 184001 Page 5 TRAFFIC ANALYSIS The net change in driveway volumes was examined to determine the maximum (worst case/conservative) impact to the roadway network. Table 2 displays the resulting trip generation. The resulting change is 1,456 daily, 91 AM peak hour (21 in/70 out), and 108 PM peak hour (68 in/40 out) Traffic counts were performed during the PM peak hour on 08/21/2019, adjusted to peak season and used to develop peak hour roadway volumes on SW 6th Street and SW 7th Avenue. A 2021 peak hour roadway analysis was performed and shows that both roads are projected to operate acceptably and are under capacity as shown in Exhibit 1. DRIVEWAYS Driveway volumes are shown in Exhibit 2. Left and right-turn lanes into the project are not warranted based on AASHTO and FDOT thresholds of Exhibit 9-75 and 80 right-turns, respectively. 184001 Page 6 CONCLUSION MacKenzie Engineering and Planning, Inc. (MEP) was retained to evaluate a 198 dwelling unit multi-family development located on Southwest 6th Street, Okeechobee, FL (PCN: 2-21-37-35- 0A00-00006-0000, 2-21-37-35-0A00-00006-D000). The trip generation is 1,456 daily, 91 AM peak hour (21 in/70 out), and 108 PM peak hour (68 in/40 out) trips. Adequate transportation capacity is available to serve the project. Turn lanes into the project are not warranted. 184001 Page 7 APPENDICES EXHIBIT 1 - PM PEAK HOUR Okeechobee Multi-Family PM PEAK HOUR ONE-WAY ROADWAY ANALYSIS Roadway Committed Percent Growth Meets From To Number LOS 'D'Project Project Trips Factor Standard ? Of Lanes Capacity Assign NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB SW 6th Street SW 10th Ave US 441 S 2L 675 75%30 51 71 99 2.00%3 4 74 103 104 154 Yes Yes 7th Street SR 70 SW 28th St 2L 675 25%10 17 92 93 2.00%4 4 96 97 106 114 Yes Yes Notes: 1.2019 PHPD Volumes obtained from Traffic Count 2.6th Street - PM PHPD EB is 71 [(22+35+5)*1.15] WB is 99 [(53+29+4)*1.15] 3.7th Ave - PM PHPD EB is 80 [(53+5+22)*1.15] SB is 93 [(29+46+6)*1.15] Growth from Historic Growth Rate 2019 PM PHPD Volume (1) 2021 Background 2021 Total 0% 50.0% In Out In Out (33) 0.0%21 70 68 40 11 10.0% 11 (34) 50% 0.0% 5%25%75%0% 0.0%40%(10)(30)0 0.0%5%18 53 0 0.0% 15% SW 6th Street 0% 25%(17)5 16 (51)75% 0 0 0%0 0 0% 0 0 0 0 0 0 Total daily driveway trips PM peak hour driveway trips AM peak hour directional driveway trips EXHIBIT 2 PROJECT DRIVEWAY TRIPS 1,456 91 108 Daily AM Peak Hour PM Peak Hour Total Total 1,052 (78) 390 0 0 0 PROJECTED DRIVEWAY TRAFFIC 91 Okeechobee Multi-Family 1,456 (108) Eastern 0 0 Site Driveways Turn Count Summary , , Location: at , GPS Coordinates: Date: 2019-08-21 Day of week: Wednesday Weather: Analyst: Total vehicle traffic Interval starts SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right 15:59 0 0 0 0 0 0 0 2 0 0 0 0 2 16:00 1 7 6 0 8 2 7 19 2 6 11 3 72 16:15 4 12 4 0 11 1 3 4 2 4 10 2 57 16:30 2 11 7 3 9 0 1 9 1 3 8 4 58 16:45 1 7 10 1 12 1 2 11 2 7 9 1 64 17:00 2 13 7 3 14 1 1 17 0 7 11 1 77 17:15 2 11 9 2 13 1 1 19 1 5 7 0 71 17:30 1 15 3 0 14 2 0 12 0 3 8 3 61 17:45 0 9 1 0 12 3 3 11 1 2 7 1 50 Car traffic Interval starts SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right 15:59 0 0 0 0 0 0 0 2 0 0 0 0 2 16:00 1 7 6 0 8 2 7 19 2 6 11 3 72 16:15 4 12 4 0 11 1 3 4 2 4 10 2 57 16:30 2 11 7 3 9 0 1 9 1 3 8 4 58 16:45 1 7 10 1 12 1 2 11 2 7 9 1 64 17:00 2 13 7 3 14 1 1 17 0 7 11 1 77 17:15 2 11 9 2 13 1 1 19 1 5 7 0 71 17:30 1 15 3 0 14 2 0 12 0 3 8 3 61 17:45 0 9 1 0 12 3 3 11 1 2 7 1 50 Bicycle traffic Interval starts SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right 15:59 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrian volumes Interval starts NE NW SW SE Total Left Right Total Left Right Total Left Right Total Left Right Total 15:59 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Peak Hour 16:45 - 17:45 SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right Vehicle Total 6 46 29 6 53 5 4 59 3 22 35 5 273 Factor 0.75 0.77 0.72 0.50 0.95 0.62 0.50 0.78 0.38 0.79 0.80 0.42 0.89 Approach Factor 0.92 0.89 0.79 0.82 Peak Hour Vehicle Summary Vehicle SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right Car 6 46 29 6 53 5 4 59 3 22 35 5 273 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Pedestrians NE NW SW SE Total Left Right Total Left Right Total Left Right Total Left Right Total Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Peak Hour Location: at , GPS Coordinates: Date: 2019-08-21 Day of week: Wednesday Weather: Analyst: SB:EB:WB:NB: 22 35 5 5 53 6 29 46 6 4 59 3 Intersection Peak Hour 16:45 - 17:45 SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right Vehicle Total 6 46 29 6 53 5 4 59 3 22 35 5 273 Factor 0.75 0.77 0.72 0.50 0.95 0.62 0.50 0.78 0.38 0.79 0.80 0.42 0.89 Approach Factor 0.92 0.89 0.79 0.82 Multifamily Housing (Low -Rise) (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday WingtLocatlon: General Urban/Suburban Nirnberoftud-ies: 29 Avg_ Num_ of Dwelling Urns: 168 Directional Distrlbufion: 50% entering, 50°lo exlfing Vehicle Trip Generation per Dwelling Unit Average Rasa Range of Rates Standard Deuistion 7.32 4-45-10-97 9.39 Data Plot and Eq ustlon 5.00 x C'cM rf rx� r rxf rrr�x W G r' 'C t— II r 2 CC!') x x X I _C] x �4 1U0 20U 904 400 540 B04 X Number DfdwellingUniba X Study Sita titled Curve - - - - Averaga Rate Felted Curve Equatian_T-7,36(X).4G-15d RZ__ 0.96 Trip Generation Manual 14th Edition -Volume 2: data - Residenlial (Land Uses 200-299) 31 Multifamily Housing (Low -Rise) (220) Vehicle Trip Ends vs: Dwelling Units On a: MekdaI6 Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.ln SettingtLocatlon: General UrbanlSuburban Nimbef of Studies: 42 Avg_ Num_ of Dwelling Units: 199 DIrectional Distribution: 23% entering, 77% exlfing Vehicle Trip Generation per Dwelling Unit Average Rasa Range of Rates Standard Deuistion 0.46 0-18-0-74 0.12 Data Plot and Eta uatlon ,- rx � r LU C6 200 H r X is }( X 7C 0 o soD ann Sao- X Number Dfdwellin0Uniba X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation_ Ln(T) = 0.0 Ln(Xli -0,31 RZ__ 0.90 32 Trip Generation Manual 10111 Edition - Volume 2. data - Residential (Land Uses 20-2N) Multifamily Housing (Low -Rise) (220) Vehicle Trip Ends vs: Dwelling Units On a: MekdaI6 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 pm WingtLocatlon: General UrbanlSuburban Number of Studies: 50 Avg_ Num_ of Dwelling Urns: 197 Directional Distrlbufion: B3°�6 entering, 37 exlfing Vehicle Trip Generation per Dwelling Unit Average Rada Range of Rates Standard Deuistion 0.56 0-18-1-25 0.16 Data Plot and Equation YA- X x x x 7C X M TM F� X= Number Df dwelling Uniba X Study Site titled Curve - - - - Average Rate Fitted Curve Equation_ Ln(T) = 0.69 LnJXli -OA2 RZ__ 0.86 Trip Generation Manual 14th Edition -Volume 2: data - Residenlial (Land Uses 200-299) 33 8/20/2019 Okeechobee County Property Appraiser g4b.okeechobeepa.com/gis/1/2 Okeechobee County Property Appraiser Mickey L. Bandi 2019 Preliminary Certified Values updated: 8/15/2019 Sales History Sale Date Sale Price Book/Page Deed V/I Quality (Codes)RCode 7/1/1985 $8,000 271/1149 WD V Q 2/1/1980 $5,500 233/0428 WD V Q Building Characteristics Bldg Sketch Bldg Item Bldg Desc*Year Blt Base SF Actual SF Bldg Value Sketch 1 SF SNGLFAM (000100) 1985 1066 2370 $95,571 *Bldg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. Extra Features & Out Buildings (Codes) Code Desc Year Blt Value Units Dims Condition (% Good) N O N E Parcel:<<<<<<2-21-37-35-0A00-00008-0000 >>>>>> Owner & Property Info Owner GONZALEZ MAYDA R 909 SW 2ND STREET OKEECHOBEE, FL 349744102 Site 909 SW 2ND ST, OKEECHOBEE Description* UNPLATTED LANDS OF THE CITY ABANDONED RAILROAD OF FEC COM AT PT ONE LINE OF PENSACOLA ST 345 FT S OF S PARK ST RUN E ON S BDRY OF TUSCALOOSA ST & P/L WITH S BDRY LINE OF BLK 200 CITY DIST OF 410 FT FOR POB CONT E 100 FT THENCE RUN S P/L WITH E R/W LINE OF ...more>>> Area 0.344 AC S/T/R 21-37-35 Use Code**SINGLE FAM (000100)Tax District 50 *The Description above is not to be used as the Legal Description for this parcel in any legal transaction. **The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning info. Property & Assessment Values 2018 Certified Values Mkt Land (1)$9,384 Ag Land (0)$0 Building (1)$78,670 XFOB (0)$0 Just $88,054 Class $0 Appraised $88,054 SOH Cap [?]$28,360 Assessed $59,694 Exempt HX H3 OTHER $35,194 Total Taxable county:$24,500 city:$24,500 other:$24,500 school:$34,194 2019 Preliminary Certified Values Mkt Land (1)$11,730 Ag Land (0)$0 Building (1)$95,571 XFOB (0)$0 Just $107,301 Class $0 Appraised $107,301 SOH Cap [?]$34,510 Assessed $72,791 Exempt HX H3 OTHER $48,291 Total Taxable county:$24,500 city:$24,500 other:$24,500 school:$47,291 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. Pictometery Pictometery Pictometery Google Maps Google Maps Google Maps 2-21-37-35-0A00-00006-D000 ALTOBELLO FRANK CHARITABLE SW 2ND ST 21/37/35 (IMP PASTUR) 9.89AC Txbl:$2,373.00 Sale:11/22/2006 - $840,700 - V/U + - 2019 2018 2017 2015 2014 Sales Aerial Viewer Aerial Viewer Aerial Viewer 8/20/2019 Okeechobee County Property Appraiser g4b.okeechobeepa.com/gis/2/2 Land Breakdown Land Code Desc Units Adjustments Eff Rate Land Value 161CI7 CITY LT (MKT)100.000 FF - (0.344 AC)1.00/1.00 1.00/1.00 $117 $11,730 © Okeechobee County Property Appraiser | Mickey L. Bandi | Okeechobee, Florida | 863-763-4422 by: GrizzlyLogic.com 7/30/2019 Okeechobee County Property Appraiser g4b.okeechobeepa.com/gis/1/2 Okeechobee County Property Appraiser Mickey L. Bandi 2018 Certified Values updated: 7/25/2019 Sales History Sale Date Sale Price Book/Page Deed V/I Quality (Codes)RCode 11/17/2009 $100 679/1002 QC V U 11 11/4/2009 $100 679/1952 QC V U 11 12/28/2006 $775,200 620/1933 WD V Q 4/16/2003 $0 500/0754 WD V U 03 4/16/2003 $0 500/0751 WD V U 03 Building Characteristics Bldg Sketch Bldg Item Bldg Desc*Year Blt Base SF Actual SF Bldg Value N O N E Extra Features & Out Buildings (Codes) Parcel:<<<<<<2-21-37-35-0A00-00006-0000 >>>>>> Owner & Property Info Owner ALTOBELLO FRANK CHARITABLE REMAINDER TRUST III, ETAL. C/O FRANK IRBY PERSONAL REP 1385 SE 23RD STREET OKEECHOBEE, FL 34974 Site SW 2ND ST, OKEECHOBEE Description* AN UNPLATTED PARCEL OF LAND, SHOWN AS THE RAILROAD GROUNDS, LYING WITHIN THE PLAT OF THE CITY OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, ...more>>> Area 9.12 AC S/T/R 21-37-35 Use Code**IMP PASTUR (006180)Tax District 50 *The Description above is not to be used as the Legal Description for this parcel in any legal transaction. **The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning info. Property & Assessment Values 2017 Certified Values Mkt Land (0)$0 Ag Land (2)$1,753 Building (0)$0 XFOB (0)$0 Just $116,944 Class $1,753 Appraised $1,753 SOH Cap [?]$0 Assessed $1,753 Exempt $0 Total Taxable county:$1,753 city:$1,753 other:$1,753 school:$1,753 2018 Certified Values Mkt Land (0)$0 Ag Land (2)$1,846 Building (0)$0 XFOB (0)$0 Just $117,017 Class $1,846 Appraised $1,846 SOH Cap [?]$0 Assessed $1,846 Exempt $0 Total Taxable county:$1,846 city:$1,846 other:$1,846 school:$1,846 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. Pictometery Pictometery Pictometery Google Maps Google Maps Google Maps + - 2019 2018 2017 2015 2014 Sales Aerial Viewer Aerial Viewer Aerial Viewer 7/30/2019 Okeechobee County Property Appraiser g4b.okeechobeepa.com/gis/2/2 Code Desc Year Blt Value Units Dims Condition (% Good) N O N E Land Breakdown Land Code Desc Units Adjustments Eff Rate Land Value 005100 IMP PAST U (AG)7.660 AC 1.00/1.00 1.00/1.00 $235 $1,800 005950 LOW PAST U (AG)1.460 AC 1.00/1.00 1.00/1.00 $32 $46 005956 LOW 6-<41 (MKT)1.460 AC 1.00/1.00 1.00/1.00 $0 $2,117 005007 MKT AGRI (MKT)7.660 AC 1.00/1.00 1.00/1.00 $0 $114,900 © Okeechobee County Property Appraiser | Mickey L. Bandi | Okeechobee, Florida | 863-763-4422 by: GrizzlyLogic.com S 89°49'42" W(C) S 89°53'11" W(D) 725.50' 547.44'N 89°50'29" E(C) N 89°53'58" E(D) 725.33' 547.27'N 00°08'27" W(C) N 00°04'58" W(D) 1094.88' 547.44'S 00°09'31" E(C) S 00°06'02" E(D) 994.23'446.96'(C) 447.25'(D)S 89°49'42" W(C) S 89°53'11" W(D) 1010.82' N 89°51'21" E(C) N 89°54'50" E(D) 704.88'398.67'N 00°08'27" W(C) N 00°04'58" W(D)C-1 S 00°08'27" E(C) S 00°04'58" E(D) 534.67'L-1 S 89°50'29" W(C) S 89°53'58" W(D) 725.33' CL SW 6TH STREET SWCL 2ND STR EE T SW 10TH avenueCL85'310101010441088102310881023101010103698106531010103106101052510491010510891081010103LOADING10'x 30'LOADING10'x 30'LOADING10'x 30'LOADING10'x 30'LOADING10'x 30'LOADI N G 10'x 3 0'LOADING ZONELOADING ZONELOADING ZONELOADING ZONEBUILDING 42 STORY 18 UNITRENTALOFFICEBUILDING 52 STORY 18 UNITBUILDING 62 STORY 18 UNITBUILDING 72 STORY 18 UNITBUILDING 92 STORY 18 UNITBUILDING 82 STORY 18 UNITBUILDING 102 STORY 18 UNITBUILDING 112 STORY 18 UNITBUILDING 32 STORY 18 UNITBUILDING 22 STORY 18 UNITBUILDING 12 STORY 18 UNITPROPOSED LAKE1.77 ACISLANDISLANDRESIDENT'S STORAGE UNITS76 TOTAL (10' x 10')RESIDENT'S STORAGE UNITS116 TOTAL (10' x 10')TRASHCOMPACTORENTRYMAILKIOSKBIKEPARKINGSCALE: 1"= 50'025'50' 100'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.JOB No.:SHEETOFREVISIONSFLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206No.DATE BY01 062016-038THE LODGE AT INDIAN HAMMOCKPROPOSED SEPTIC SYSTEMLOCATED IN OKEECHOBEE COUNTYSite Plan & detailsCALL 48 HOURS BEFOREYOU DIG IN FLORIDA, IT'S THE LAWL-1S 89°51'21" W(C) S 89°54'50" W(D) 49.69'C-1RADIUS 402.71'DELTA 11°11'52"LENGTH 78.71'SEWER MANHOLE "C"RIM EL. 28.12INV. 8" PVC (WEST) 19.27INV. 8" PVC (SOUTH) 16.28INV. 8" PVC (NORTH) 16.38SEWER MANHOLE "B"RIM EL. 28.68INV. 8" PVC (WEST) 15.66INV. 8" PVC (SOUTH) 15.76INV. 8" PVC (NORTH) 15.84SEWER MANHOLE "A"RIM EL. 27.74INV. 8" PVC (WEST) 18.35INV. 8" PVC (SOUTH) 16.56INV. 8" PVC (NORTH) 16.53 9/5/2019 Okeechobee County Property Appraiser Okeechobee County Property Appraiser 2019 Preliminary Certified Values Mickey L. Bandi updated: 8/29/2019 Parcel: '« 2-21-37-35-OA00-00006-0000 '» Owner & Property Info Result:1 of — - ----.,..... --- -------- ---- -_. . ALTOBELLO FRANK CHARITABLE REMAINDER TRUST III, ETAL. Owner C/O FRANK IRBY PERSONAL REP 11385 SE 23RD STREET —JO-KEECHOBEE, FL 34974 Site 'SW 2ND ST, OKEECHOBEE A - �AN UNPLATTED PARCEL OF LAND, SHOWN AS THE RAILROAD GROUNDS, LYING WITHIN THE PLAT OF THE CITY OF OKEECHOBEE, AS RECORDED IN PLAT Description* BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, ...snore»> Area ;9.12 AC S!T/R 121-37-35 Use Code" !IMP PASTUR (006180) —Tax District' 50 'The Description above is not to be used as the Legal Description for this parcel in any legal transaction. The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning Info. Property & Assessment Values 2018 Certified Mkt Land (o) Values - 2019 Preliminary $0 -i Certified Ij Values Ag Land (2)�$1,846 Mkt Land (o) - $0 -$1,886 Building (o) -r XFOB (o) $0 Ag Land (2) $0 Building (o)- 679/1952 $0 Just $117,017 XFOB (o) $0 - $117,126 Class $1,846 Just Appraised $1,846 Class $1,886 _- SOH Cap [?] $0 Appraised $1,886: Assessed -� $1,846 SOH Cap [?] $o Assessed - -i$0' _$1,8861 Exempt Total Taxable eounty:$1,846 Exempt city:$1,846 other:$1,846 Total school:$1,846 Taxable $OIi county:$1,886 cky:$1,886 other:$1,886; school:$1,886 i Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. Sales History Aerial Viewer Pictometery Google Maps 2019 2018 2017 2015 2014 Sales Sale Date Sale Price Book/Page Deed V/1 Quality (Codes) RCode 11/17/2009 $100, 679/1002 QC V 11 ^ 111/4/2009 $1001 679/1952 QC ^ _U V_- U 11 - --_12/28/2006 $775,200 4/16/2003 $0l 620/1933 500/0754 WD WD V V -- -^ U _ 03 - 4/16/2003 sol /0751 WD V U 03 1w Building Characteristics Bldg Sketch Bldg Item Bldg Desc* Year Bit Base SF Actual SF Bldg Value NONE W Extra Features & Out Buildings (codes) Code Desc I Year Bit 1 Value Units Dims Condition (% Good) NONE Land Breakdown c14b.okeechobeeDa.com/als/ 112 9/5/2019 Okeechobee County Property Appraiser Land Code _ Desc Units Adjustments Eff Rate Land Value 005100 IMP PAST U (AG) 7.660 AC 1.00/1.00 1.00/1.00 $240 $1,838 005950 LOW PAST U (AG) 1.460 AC 1.00/1.00 1.00/1.00 $33 $48 005956 LOW 6-<41 (MKT) 1.460 AC 1.00/1.00 1.00/1.00 $0 $2,226 005007 MKT AGRI (MKT) 7.660 AC 1.00/1.00 1.00/1.00 $0 $114,900 Search Result 1 of 4 ® Okeechobee County Property Appraiser I Mickey L Band! I Okeechobee, Florida 1863-763-4422 by: GrialyLogic.com g4b.okeechobeepa.com/gis/ 2/2 9/5/2019 Okeechobee County Property Appraiser Okeechobee County Property Appraiser Mickey L. Bandi Parcel: « 2-21-37-35-OA00-00006-D000 » Owner & Property Info Result: 2 of 4 +,ALTOBELLO FRANK CHARITABLE REMAINDER TRUST III, ETAL. Owner !'C/O FRANK IRBY PERSONAL REP j 11385 SE 23RD STREET _ !OKEECHOBEE, FL 34974 Site SW 2ND ST, OKEECHOBEE AN UNPLATTED PARCEL OF LAND, SHOWN AS THE RAILROAD GROUNDS, LYING WITHIN THE PLAT OF THE CITY OF OKEECHOBEE, AS RECORDED IN PLAT Description* BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, j OKEECHOBEE COUNTY more>>> (J Area 9.89 AC� jSIT/R 21-37-35 Use Code** i IMP PASTUR (006180) Tax District 150 *The Description above is not to be used as the Legal Description for this parcel In any legal transaction. The Use Code Is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning info. Property & Assessment Values — 2018 Certified Values 2019 Preliminary Certified Mkt Land (o) -- - $0 -._--__-- Values - -- -- Ag Land (1) $2,324 Mkt Land (o) $0 Building (o) $p Ag Land (1) $2,373 XFOB (o) $p Building (o) $148,350 XFOB (o) _- $0 _ $0 Just Class _ _ Just $2,324 _ _ _ $148,350 _ Appraised $2,324 Class Y $2,373 SOH Cap [?] �- $0 Appraised $2,324 SOH Cap [?] $2,373 $0 Assessed Exempt _ $0 Assessed _-_ $2,373 unty:$2,324 .Exempt - - —toth::$2,324 Totalcl:$2,324 county:$2,373 Taxable Total city:$2,373 schooC$2,324 Taxable other:$2,373 school:$2,373 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. 2019 Preliminary Certified Values updated: 8/29/2019 Aerial Viewer Pictometery Google Maps 2019 2018 2017 2015 2014 Sales l,1 �' • „. rn. t�.tr t:r + SYJ 211DrST j�� • 14 ,' �� d �SW 311M MS�Tr 0!'- ba A t rT -- t, ST .6 ST ST • �V� jAf t .41r qj °+� S VG �'•' :fix+ ; �� ` Poll, j 4 AL I W Sales History Sale Date Sale Price 11/17/20091 $100 11/4/20091 $100 Book/Page 679/1002 679/1952 Deed QC QC V/I V V ^ - Quality (Codes)^- U _ _ U - RCode _ 11 11 11/22/2006 $840,700 617/0635 WD V U 03 4/16/2003 - 500/0754 WD V U_ _ 03 4/16/2003 _$0 $0 500/0751 , WD V �U 03 Ir Building Characteristics — Bldg Sketch -Bldg Item ��Bldg Desc* Year Bit_Base SF _Actual SF Bldg Value NONE Extra Features & Out Buildings (Codes) Code Desc Year Blt Value Units Dims Condition (% Good) NONE 1 1'w Land Breakdown a4b.okeechobeer)a.com/ais/ 1/2 , 9/5/2019 Okeechobee County Property Appraiser Land Code Desc Units Adjustments _ Eff Rate Land Value--.--- alue_005100 _ _ 005100IMP PAST U (AG) 9.890 AC 1.00/1.00 1.00/1.00 $240 $2,373 005007 MKT AGRI (MKT) ` 9.890 AC l 1.00/1.001.00/1.00 $0 $148,350 Search Result: 2 of 4 ® Okeechobee County Property Appraiser I Mickey L. Bandi I Okeechobee, Florida 1863-763-4422 by: GrizzlyLogic.com g4b.okeechobeepa.com/gis/ 212 Staff Report Site Plan Review: Address: 700 Block of SW 6t" Street Description: Residential Apartment Complex Prepared for. Applicant: Petition No.: The City of Okeechobee Reuven Rogatinsky 19 -006 -TRC Staff Report Site Plan Review General Information Applicant Applicant Phone Number Applicant Email Address Owner of Record Owner Phone Number Owner Email Address "%iA'; Site Address Agent/Contact Person Contact Phone Number Contact Email Address Applicant: Rogatinsky Petition No. 19 -006 -TRC Reuven Rogatinsky 954.536.6081 reuvenr1725@gmalI'.& . Frank Altobello Charitable Remainder Trust III 863.610.0592 fmirby@embargmail.comSs YK 700 Block of SW 6th Street'-^" _ Steven L. Dobbs�"`� 863.824.7644 sdobbs@stevedobbsengineering.com �d1 k Existing Future Land Use Single Family Residential Category Multi Family Residential Zoning District Holding Use of Property Vacant/Agricultural Acreage ?y -19.01' } Proposed] Multi Family Residential Residential Multiple Family Apartment Complex 19.01 fpLaKuc, 1 1;�nr}I�n{rg Staff Report Applicant: Rogatinsky Site Plan Review Petition No. 19 -006 -TRC Parcel Identification Numbers: 2-21-37-35-0A00-00006-0000, 2-21-37-35-OA00-00006-D000 Legal Description TWO UNPLATTED PARCELS OF LAND, SHOWN AS THE RAILROAD GROUNDS, LYING WITHIN THE PLAT OF THE CITY OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SECTION 21, TOW NSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK 452, PAGE 1436, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOUTH 89`53'11" WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF SW 6°' STREET, A DISTANCE OF 285.32 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'53'11" WEST TO THE INTERSECTION WITH THE EAST LINE OF BLOCK 202, CITY OF OKEECHOBEE, A DISTANCE OF 725.50 FEET; THENCE BEAR NORTH 00°04'58" WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.44 FEET; THENCE BEAR NORTH 89°53'58" EAST, A DISTANCE OF 725.33 FEET; THENCE BEAR SOUTH 00°06'02" EAS -f, A DISTANCE OF 547.28 FEET TO THE POINT OF BEGINNING. CONTAINING 9.12 ACRES, MORE OR LESS. AND COMMENCE AT THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK 452, PAGE 1436, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND BEAR SOUTH 89°53'11" WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF SW 6T" STREET, TO THE INTERSECTION WITH THE EAST LINE OF BLOCK 202, CITY OF OKEECHOBEE, A DISTANCE OF 1010.82 FEET; THENCE BEAR NORTH 00°04'58" WEST, ALONG THE EAST LINE OF BLOCK 202, A DISTANCE OF 547.44 FEETTO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°04'58" WEST, A DISTANCE OF 547.44 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK 202, CITY OF OKEECHOBEE; THENCE BEAR NORTH 89°54'50" EAST, TO THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN O.R. BOOK 293, PAGE 257, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 704.88 FEET; THENCE BEAR NORTH 00°04'58" WEST, A DISTANCE OF 398.67 FEET TO THE INTERSECTION WITH A CURVE IN THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET; SAID CURVE CONCAVING TO THE NORTHWEST, HAVING A RADIUS OF 402.71 FEET, A DELTA ANGLE OF 11°11'52" AND A LONG CHORD BEARING NORTH 62°53'33" EAST, A DISTANCE OF 78.58 FEET; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 78.71 FEET; THENCE BEAR SOUTH 00°04'58" EAST, A DISTANCE OF 534.67 FEET; THENCE BEAR SOUTH 89`54'50" WEST, A DISTANCE OF 49.69 FEET; THENCE BEAR SOUTH 00°06'02" EAST, A DISTANCE OF 447.25 FEET; THENCE BEAR SOUTH 89°53'58" WEST, A DISTANCE OF 725.33 FEET TO THE POINT OF BEGINNING. CONTAINING 9.90 ACRES, MORE OR LESS. LaKV!, plrann Staff Report Applicant: Rogatinsky Site Plan Review Petition No. 19 -006 -TRC The subject site is located on the north side of SW 6th Street between SW 7th Avenue and SW 1011 Avenue. This proposal is to construct a residential apartment complex consisting of 191 apartment units, 191 on-site private storage units and a 2,500 sq ft clubhouse. The applicant has requested a small scale future land use map amendment (19 -003 -SSA) to change the land use of the southern half of this property from Single Family Residential to Multi Family Residential and a rezoning (19-005-R) of the entire property from Holding to Residential Multiple Family. If both these requests are approved, then this site plan can be considered compatible with the City's future land use map and zoning map. Both of these requests have been recommended for approval by the Planning Board and as of the writing of this site plan, are scheduled to be heard by the Council. Future Land Use, Zo ing and Existing Uses on Surrounding Properties Future Land Use North Zoning District Existing Land Use Future Land Use East Zoning District Existing Land Use Future Land Use South Zoning District Existing Land Use Future Land Use West Zoning District Existing Land Use Single Family Residential Residential Single Family - One Residential Single Family - Two Single Family Residential Multi Family Residential Residential Multiple Family Vacant Single Family Residential Residential Single Family - One Holding Church, Vacant & Single Family Residential Single Family Residential Residential Single Family - One Church & Single Family Residential Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: The estimated demand for potable water and waste water treatment for one multi -family dwelling unit is 285 gallons per day (114 gallons per person per day at an average household size of 2.5). Demand for potable water and waste water treatment for 191 multi -family dwelling units amounts to 54,435 gallons per day. Service will be provided by the Okeechobee Utility Authority, which has provided a letter stating that services are available and adequate capacity exists to serve the proposed development. SOLID WASTE DISPOSAL: Service will be provided by Waste Management, which has provided a letter stating that service is available and adequate capacity exists in the County's solid waste La Kue 3 planning Staff Report Site Plan Review facility to serve the proposed development. Applicant: Rogatinsky Petition No. 19 -006 -TRC DRAINAGE: Drainage details are provided on site plan sheets 8 through 11. TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: O'Rourke Engineering & Planning was retained to review the traffic analyses submitted by the applicant and prepared by MacKenzie Engineering & Planning, Inc. Both the initial submittal and the resubmittal were reviewed. C ROURKE ENGINEERING & PLANNING October 7, 2019 To: Ben Smith From: Susan O'Rourke Re: Apartments- Okeechobee Multi -Family O'Rourke Engineering & Planning was retained to review the traffic analyses submitted by MacKenzie Engineering & Planning, Inc. An analysis was prepared for the Land Use Plan Amendment and a separate concurrency analysis was prepared for the site plan application. Land Use The change in land use has a minimal impact on the roadway network. There will be an estimated 206 additional daily trips, 11 AM peak hour trips and 11 PM peak hour trips. These trips will not cause a degradation of the level of service. The traffic study dated 8.1.19 addresses the City requirements for evaluating the traffic impacts associated with a change in land use. Concurrency— We reviewed the initial submittal dated September 2019 and the resubmittal on 9.24.19. The traffic analysis demonstrates that the 1,456 daily trips, 91 am peak hour trips and 108 pm peak hour trips, will not degrade the level of service in Okeechobee. The applicant should correct a typo on Page 6 (North appears twice). Also on page 7 the impact to 7"' Avenue appears to be 25% north of 6`1 Street. That percentage should be reflected on exhibit 1 and 2. The results of the analysis will not change. We concur with the findings regarding turn lanes. No turn lanes are required. The impacts to Park Street should be revisited if the applicant changes the emergency access to the north to a resident access. S&14,4 The analysis was performed with the assumption that the SW 6th Aucpte ingress/egress will be the primary access, with north entrance on SW 2nd Street to be used for emergency purposes only. If the applicant does not agree to gate off that entrance and use for emergency purposes only, then the traffic impacts on 2nd Street will also need to be studied. The internal circulation appears to be adequate, with all aisles, parking spaces and loading spaces meeting the minimum dimensions. Rue 4 f� dung Staff Report Site Plan Review SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck Applicant: Rogatinsky Petition No. 19 -006 -TRC Fire truck access will be addressed by the Fire Chief. B. Loading Zone Several loading zones are provided throughout the site at 10 feet by 30 feet with unlimited vertical clearance. C. Dumpster Location and Trash Collection A trash compactor is located near the entrance on a circular drive with a loading area which provides convenient access for trucks. TIP111JUATAIWATflacent Uses There are several single family residences adjacent to the subject property, two churches, a childcare facility and vacant single family property. The entirety of the north and east property lines are shared with vacant multi -family property. These surrounding uses are compatible with the proposed multi -family use. This is an appropriate location for an apartment complex. Compliance with LanO Development Codes Regulation Required Provided Min Lot Area 4,356 square feet for each In compliance §90-196(1)€ dwelling unit Min FY Setback (SW 6t" St) 25' 60' §90-196(2)(b) Min SY Setback 30' on southwest side §90-196(2)(b) 20' 67' on southeast side 25' on northwest side 25' on northeast side Min RY Setback 20, 42' §90-196(2)(b) 85' Max Lot Coverage 40% 17% §90-196(3)(a) ,��µ,LaKuc 5 !i' r1*9 Staff Report Site Plan Review Applicant: Rogatinsky Petition No. 19 -006 -TRC Regulation Required Provided Max Impervious Surface 60% 46% §90-196(3)(a) Max Height §90-196(4 45' Two stories (less than 45') Min parking space dimensions 9' by 20' 10' x 20' 90-511 b Min Loading space At least 10' wide by 30' long w/14' 10'x30' dimensions vertical clearance. 90-511€ Minimum Driveway Width 24cwide drive for spaces between 24' (12' for one-way drive aisles) 90-511 d 2 75 and 90'. Paved Parking Each parking and loading space In compliance §90-511(e)(1) shall be paved Each parking or loading space Paved Space shall open directly onto a driveway Access that is not a public street, and each In compliance §90-511(e)(2) parking space shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Paved Area spaces shall be designed so that Safety pedestrians moving between In compliance §90-511(e)(3) parking areas and buildings are not unreasonably exposed to vehicular traffic hazards. Paved Area Loading facilities shall be identified Safety as to purpose and location when In compliance §90-511(e)(5) not clearly evident Min Number of Off-street 2 spaces per two-bedroom unit 438 parking spaces provided Parking Spaces 2 x 191 = 382 spaces required §90-512(l) Min number of 1 for 20 to 50 dwelling units, plus 1 Off-street for each additional 50 dwelling 6 loading spaces provided Loading spaces units §90-513(l) 31oadin s aces required ;, jz'I r_ planni i Staff Report Site Plan Review Applicant: Rogatinsky Petition No. 19 -006 -TRC Regulation Required Provided Where the total number of parking Min number of spaces provided for each resident ADA residential dwelling unit exceeds parking spaces one parking space per residential Florida dwelling unit, 2 percent, but no Accessibility Code fewer than one space §208.2.3.2 382 x. 02 = 8 ADA spaces rec uired 20 ADA parking spaces provided Where parking spaces are provided for persons other than Min number of residents, parking shall be guest/employee provided in accordance with Table ADA parking 208.2. spaces Florida 438 — 382 = 56 Accessibility Code §208.2.3.3 Table 208.2 requires at least 3 ADA spaces for facilities with 51 to 75 totals aces. Min ADA parking space dimensions 1Z by 20' with a 5' wide access In compliance Florida aisle Accessibility Code 502 Min 3 trees per two-bedroom dwelling 204 existing trees remaining Landscaping 369 new trees provided 90-532 3 x 191 = 573 trees re uired Landscaping 18 sf of landscaping required per for parking and required parking space. Vehicular use In compliance 18.x 382 = 6,876 sf of required s areas 1 landscaped space Landscaping for parking and One tree per 72 sf of required Vehicular use landscape area In compliance areas 6,876 _ 72 = 95.5 required trees 90-533(2) Landscaping Adequate buffer space is provided for parking and Two feet of landscaping required between buildings and parking area, Vehicular use between buildings and vehicular though plans do not depict any trees areas use! areas. or shrubs in those areas. §90-533(4) Landscaping Min. dimension of landscaped for parking and areas must not be less than 4' All landscape islands shown at 10' Vehicular use except adjacent to on-site wide or larger. areas buildings. §90-533(5) LaRue, nrlilog Staff Report Site Plan Review Applicant: Rogatinsky Petition No. 19 -006 -TRC Regulation Required Provided One landscaped island at least 5' Landscaping by 15'w/at least one tree must be for parking and Vehicular use provided for each 10 required In compliance p parking spaces w/ a maximum of areas §90-533(6) 12 uninterrupted parking spaces in a row. Landscaping The remainder of a parking for parking and landscape area shall be Vehicular use landscaped with grass, ground areas §90-533(7) cover, or other landscape material. Landscape buffer areas 10' minimum width of street In compliance frontage buffers 90-534 1 Landscape buffer areas 2' minimum width of property line In compliance buffers §90-534(l) 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 600 linear ft of non -driveway and In compliance non -wetland buffer frontage on SW 6th St requires 10' wide buffer, 6,000 sf of landscaped area, 20 trees and 60 shrubs 1,095 linear ft of southwest No shrubs provided property line requires 2' wide buffer, 2,190 sf of landscaped Landscape area, 8 trees and 22 shrubs buffer areas §90-534(2) 705 linear ft of north property line No shrubs provided requires 2' wide buffer, 1,410 sf of landscaped area, 5 trees and 15 shrubs 399 linear ft of frontage on northwest property line requires 2' No shrubs provided wide buffer, 798 sf of landscaped area, 3 trees and 8 shrubs 535 linear ft of northeast property line requires 2' wide buffer, 1,070 No shrubs provided sf of landscaped area, 4 trees and 11 shrubs L<R„c hOing Staff Report Site Plan Review Applicant: Rogatinsky Petition No. 19 -006 -TRC Regulation Required Provided 994 linear ft of frontage on No shrubs provided southeast property line requires 2' wide buffer, 1,988 sf of landscaped area, 7 trees and 20 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. Landscape The remainder of a landscape buffer areas buffer shall be landscaped with §90-534(4) grass, ground cover, or other landscape material Sidewalks adjacent Sidewalks required ad t to q � Not provided. Though wetland area is located in potential path of §78-36(a)(1) right-of-way sidewalk. Photometric lighting plan required Photometric Plan indicating lighting to be directed Provided §78-71(a)(5) away from streets and residential areas Based on the foregoing analyses, prior to site plan approval, the applicant should address the site plan deficiencies as follows: Provide landscaping between parking areas and buildings. 2. Provide shrubs in all landscape buffer areas. 4V -rpt" 3. If feasibie, provide a sidewalk along SW 6t" AvGgue. Submitted by. Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: October 9, 2019 TRC Hearing date: October 17, 2019 L-KuC 9 Earl rlEng Staff Report Site Plan Review FUTURE LAND USE Subject Site and Environs I3 12 It 10 • • T . tl M3�x,�-201 200 NJ N t T fell 20 21 22 23-1�' t ri Subject Property Applicant: Rogatinsky Petition No. 19 -006 -TRC e 4 3 ,16/ • • 1 _ 7 1 c,o _. r 1. � s 1• 40 91 b 7 • • N LAND USE CLASSIFICATIONS {OI Grm +• IT 1! n•f MULTI - FAMILY RESIDENTIAL 1 S.W. 3 RD ST —?_ INDUSTRIAL PUBLIC FACILITIES - EASEMENT RAILROAD CENTERLINE 3 III ds.. f 112 1 — 4 s &W. 4 TH ST 10 ! f f!• 11, 2 1< LU2 ~ o U f 11 AT &W S TH ST u - If 1. 7•!• 3 2 1 m 2+ n 2 1311 $4 IS171 N P M 2• 22 >6 S.W. STH ST s 1. 7•!. 2 2 1 22 s 2! s 1 I. 1 1 t 30 „ W•l TH. IT 1211 x ,�. ri Subject Property Applicant: Rogatinsky Petition No. 19 -006 -TRC e 4 3 ,16/ • • 1 _ 7 1 c,o _. r 1. � s 1• 40 91 b 7 • • N LAND USE CLASSIFICATIONS 10 {OI Grm SINGLE • FAMILY RESIDENTIAL MIXED USE RESIDENTIAL - MULTI - FAMILY RESIDENTIAL - COMMERCIAL INDUSTRIAL PUBLIC FACILITIES - EASEMENT RAILROAD CENTERLINE --•---- HOPKINS MEANDER LINE UNINCORPORATED 10 Staff Report Site Plan Review ZONING Subject Site and Environs ,..� 200 01, f . 1"101131"11: t» 2p u u 1.It,•» m 21222T2. H S.W. 2 NO ST 21,1 PT Applicant: Rogatinsky Petition No. 19 -006 -TRC 178 179 11, 189 vi ZONING •• H06WOM MEANDER LINE —+--F RALROAD CENTER1.03E . CENTRAL SUS!NESS 0ST11 HEAVY COMMERCeLL ,IGNT COMMERCIAL COWERCIAL P'ROFESWONAL O=+;. NOLC:NO PLDvsTRIAL PUSUC FACLITIES PLANNED UNIT DEVELOPMEN7.MMED USE ':AWNED UNIT DEVELOPMENT.RES!DENTU,L RESIDENTIAL MULTUILE FAMLY _) RESIDENTALL MOBLE NOME RESIDENTIAL SINGLE FAMLY-0NE RESDENTUL SINCG-E FAMIY•TWO UNINCORPORTATED Staff Report Applicant: Rogatinsky Site Plan Review Petition No. 19 -006 -TRC EXISTING LAND USE Subject Site and Environs 61 k�1WI J - -- - A' - % &&A Z IL mar--- . i7 4i ot r J :L 1. ILI I Yl OttJkA 71 WRue 12 P40jng ENGINEERING October 17, 2019 REVIEW WO ft2e oS 4- �ES PD OD SA (i K STC -VE City of Okeechobee ���a(�{ To -S- d� Marcos Montes de Oca 55 SW 31 Avenue Okeechobee, FL 34974 Job No.: 2019-007 Subject: Emerald Greens, RAI for Site Plan Application City of Okeechobee Dear Mr. Montes de Oca: Below are responses to the Request for Additional Information received from Site Plan Review meeting held on October 17, 2019. The City comments are in regular type and responses are in italics. i 1. The access to SW 2"d Street should be gated with knox lock for emergency access. 2. Proper landscaping between parking and building. 'X 3. Proper landscaping in buffers. 4. In lieu of sidewalk along the north side of SW 6' Street, please add a crosswalk with rapid flashing warning signs and crosswalk warning signs prior to the crosswalk in accordance with the Florida Greenbook. V 5. Reduce units to 190. '�( 6. Expand entrance to 20' stripe down to 16'. roin, MUM Lo-ag- `'\ 7. Show turbidity control and hay bales at discharge structure. on Sh/(p'+'t''S{ Ix 8. Show swales around perimeter to keep water from stacking against the perimeter berm. v\ 9. Submit all permits for the project to the City once they have been obtained. DE p 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Emerald Greens Site Plan RAI City of Okeechobee — Page 2 Y10. Keep sidewalk around lake a minimum of 20' from the top of bank for maintenance. pit eft gt+-e- 1. 1. Add grading to plans. 12. Coordinate with Fire Chief concerning placement of fire hydrants. X13. No storage of hazardous materials in storage units — Please submit tenants lease agreement. I(Isfal( Si9rlS ttha; SM/ k14. The police requested cameras at both entrances to assist in the potential crimes committed within the complex. VV 5. The police suggested background and credit checks of all potential tenants. If you should have additional question or require more information, please do not hesitate to contact me. Sincerely, Steven L. Dobbs, P. E. President Suk'm�f W� Q i e vja k� )ars S �I(n:/ Wa�r and � 5� I I�. Rd (use Insfin 1 Side Wal K- alo►^q J�l�• J V'� t�, ed7 n l Cr�SswQ�t{ lWC 0, 6WarA9 Qf4er TRC October 29, 2019 City of Okeechobee Marcos Montes de Oca 55 SW 31 Avenue Okeechobee, FL 34974 Job No.: 2019-007 Subject: Emerald Greens, RAI for Site Plan Application City of Okeechobee Dear Mr. Montes de Oca: Below are responses to the Request for Additional Information received from Site Plan Review meeting held on October 17, 2019. The City comments are in regular type and responses are in italics. 1. The access to SW 211 Street should be gated with knox lock for emergency access. This gate and proposed lock have been shown on the revised plans attached. 2. Proper landscaping between parking and building. Please see the revised landscape plan. 3. Proper landscaping in buffers. Please see the revised landscape plan. 4. In lieu of sidewalk along the north side of SW 6' Street, please add a crosswalk with rapid flashing warning signs and crosswalk warning signs prior to the crosswalk in accordance with the Florida Greenbook. Please see the proposed crosswalk including the requested rapid flash warning as requested. 5. Reduce units to 190. The project has been reduced to 190 units as requested. Please see the revised plans. 6. Expand entrance to 20' stripe down to 16' minimum lane. The entrance has been expanded and striped as requested on the attached revised plans. 7. Show turbidity control and hay bales at discharge structure on SW 61 Street. The turbidity control has been shown as requested. 8. Show swales around perimeter to keep water from stacking against the perimeter berm. The perimeter swale has been added to the revised plans as requested 9. Submit all permits for the project to the City once they have been obtained (DEP and SFWMD). Once the permits have been received, a copy will be transmitted to the City. 10. Keep sidewalk around lake a minimum of 20' from the top of bank for maintenance. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Gell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com ` ' * Emerald Greens Site Platt RAI City of Okeechobee — Page 2 Per subsequent conversation with Mr. Montes De Oca, the sidewalk will not impact the maintenance of the proposed lake. 11. Add grading for entire site to plans. Grading has been added to the revised plans. 12. Coordinate with Fire Chief concerning placement of fire hydrants. Fire Chief has reviewed and approved the fire hydrant locations. 13. Install signs that say no storage of hazardous materials in storage units — Please submit tenants lease agreement. Please see the attached lease agreement for the project. 14. The police requested cameras at both entrances to assist in the potential crimes committed within the complex. Noted and has been passed on to the client. 15. The police suggested background and credit checks of all potential tenants. Noted and has been passed on to the client. 16. Submit water and wastewater plans. Please find attached the water and wastewater plans approved by OUA and submitted for permitting. 17. Adjust lake slope to 5 to 1. The lake slope has been adjusted to 5 to 1 as requested. 18. Install sidewalk along the front property line of SW 2nd Street. The sidewalk has been added to this property line. 19. Adjust internal crosswalks. The internal crosswalks have been adjusted to allow for pedestrian access to SW 2" `� Avenue. If you should have additional question or require more information, please do not hesitate to contact me. Sincerely, �:) -4�4Steven L. Dobbs, P. E. President ®`®a®sett00 s®a®®o • N S , u� d®� teven L. obbsN o 0134 4 OCT z � �19 OF .; Z. SLD En 969nng1m a� t n R „ Patty Burnette From: Steven Dobbs <sdobbs@stevedobbsengineering.com> Sent: Friday, November 15, 2019 11:22 AM To: Patty Burnette Subject: Re: Emailing: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Yes they are for some reason they come in different emails and thought they were different. As soon as I get the wastewater permit, I will get it to you. On Fri, Nov 15, 2019 at 11:20 AM Patty Burnette <pburnette@citvofokeechobee.com> wrote: Steve is the same permit for both the water distribution expansion and wastewater collection? -----Original Message ----- From: Steven L. Dobbs, P. E.<sdoi)bs@stevedobbsengineering.com> Sent: Friday, November 15, 20199:54 AM To: Patty Burnette <pburnette@ciityofokeechobee.com> Cc: Marcos Montes De Oca<mmontesdeoca@cityofokeechobee.com_> Subject: Emailing: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Please find attached the wastewater collection permit for Emerald Greens. Please call with any questions. Steven L. Dobbs, P. E. Steven L. Dobbs Engineering, LLC OFFICE: 209 NE 2nd Street Okeechobee, FL 34972 MAILING: 1062 Jakes Way Okeechobee, FL 34974 Phone: 863-824-7644 Cell: 863-634-0194 sdobbs@stevedobbsengineering.c:om This e-mail and any files transmitted with it are proprietary and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Steven L. Dobbs Engineering, LLC. The recipient should check this e-mail and any attachments for the presence of viruses. SLD Engineering accepts no liability for any damage caused by any virus transmitted by this e-mail. Your message is ready to be sent with the following file or link attachments: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. Steueg Z' Dadk. P. 15, Steven L. Dobbs Engineering, LLC OFFICE: 209 NE 2nd Street Okeechobee, FL 34972 MAILING: 1062 Jokes Way Okeechobee. FL 34974 Phone: 863-824-7644 Cell: 863-634-0194 sdobbs@stevedobbsengineering.com This e-mail and any files transmitted with it are proprietary and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Steven L. Dobbs Engineering, LLC. The recipient should check this e-mail and any attachments for the presence of viruses. SLD Engineering accepts no liability for any damage caused by any virus transmitted by this e-mail. 2 Patty Burnette From: Steven L. Dobbs, P. E. <sdobbs@stevedobbsengineering.com> Sent: Friday, November 15, 2019 9:54 AM To: Patty Burnette Cc: Marcos Montes De Oca Subject: Emailing: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Attachments: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Please find attached the water distribution expansion for Emerald Greens. Please call with any questions. Steven L. Dobbs, P. E. Steven L. Dobbs Engineering, LLC OFFICE: 209 NE 2nd Street Okeechobee, FL 34972 MAILING: 1062 Jakes Way Okeechobee, FL 34974 Phone: 863-824-7644 Cell: 863-634-0194 sdobbs@stevedobbsengineering.coim This e-mail and any files transmitted with it are proprietary and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Steven L. Dobbs Engineering, LLC. The recipient should check this e-mail and any attachments for the presence of viruses. SLD Engineering accepts no liability for any damage caused by any virus transmitted by this e-mail. Your message is ready to be sent with the following file or link attachments: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. Patty Burnette From: Steven L. Dobbs, P. E. <sdobbs@stevedobbsengineering.com> Sent: Friday, November 15, 2019 9:54 AM To: Patty Burnette Cc: Marcos Montes De Oca Subject: Emailing: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Attachments: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Please find attached the wastewater collection permit for Emerald Greens Please call with any questions. Steven L. Dobbs, P. E. Steven L. Dobbs Engineering, LLC OFFICE: 209 NE 2nd Street Okeechobee, FL 34972 MAILING: 1062 Jakes Way Okeechobee, FL 34974 Phone: 863-824-7644 Cell: 863-634-0194 sdobbs@stevedobbsengineering.corn This e-mail and any files transmitted with it are proprietary and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Steven L. Dobbs Engineering, LLC. The recipient should check this e-maiil and any attachments for the presence of viruses. SLD Engineering accepts no liability for any damage caused by any virus transmitted by this e-mail. Your message is ready to be sent with the following file or link attachments: 0081040-098-DSGP Emerald Greens Apartments GP.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. `a► ptv,te>,Nt a o 4 fpry��M iAt pF'p �4 FLORIDA DEPARTMENT DF Environmental Prot:ecdon Southeast Dishi ctoffi ce 3301 Gun Club Road. MSC 7210-1 West Palm Beach, R 33406 561-681-6600 Ron DeSa" Guerra e r Jeammenu-Nex Lt. Governar NoA ffilesteii Secietay NOTIFICATION OF ACCEPTANCE OF USE OF A GENERAL PERMIT Permittee: Mr. Reuven Rogatinsky, Owner Emerald Greens 3113 Stirling Road, Suite 103 Fort Lauderdale, FL 33312 Email: reuvenr17256 gmail.com Dear Mr. Hayford: Permit Number: 0081040-098-DSGP Issue Date: November 14, 2019 Expiration Date: November 13, 2024 County: Okeechobee Project Name: Emerald Greens Apartments Water Supplier: Okeechobee Utility Authority PWS ID: 4470257 On November 14, 2019, the Florida Department of Environmental Protection received a "Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs" [DEP Form No. 62-555.900(7)], under the provisions of Rule 62-4.530 and Chapter 62-555, Florida Administrative Code (F.A.C.). The proposed project is located at: 0.5 miles west of 441 S on SW 6th Street The proposed project includes: Construction of 150 LF of 12 -inch HDPE 2,596 LF 6 -inch PVC 471 LF 8 -inch PVC Six (6) Fire Hydrants Six (6) bacteriological sampling points. All associated appurtenances. Based upon the submitted Notice and accompanying documentation, this correspondence is being sent to advise that the Department does not object to the use of such General Permit at this time. Please be advised that the permittee is required to abide by Rule 62-555.405, F.A.C., all applicable rules in Chapters 62-4, 62-550, 62-555, F.A.C., and the General Conditions for All General Drinking Water Permits (found in 62-4.540, F.A.C.). The permittee shall comply with all sampling requirements specific to this project. These requirements are attached for review and implementation. Pursuant to Rule 62-555.345, F.A.C., the permittee shall submit a certification of construction completion [DEP Form No. 62-555.900(9)] to the Department and obtain approval, or clearance, Emerald Greens Mr. Reuven Rogatinsky, Owner Page 2 of 3 DEP Permit # 0081040-098-DSGP from the Department before placing any water main extension constructed under this general permit into operation for any purpose other than disinfection or testing for leaks. Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service in total by the Department, both the permittee and the proposed permittee shall sign and submit an application for transfer of the permit using Form 62- 555.900(8), F.A.C., with the appropriate fee. The permitted construction is not authorized past the 30 -day period unless the permit has been transferred. When any existing asbestos cement (AC) pipes are replaced under this permit, the permittee shall do so in accordance with the applicable rules of the Federal Asbestos Regulation and Florida DEP requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air and Waste Management section managers prior to commencing any such activities at (561) 681- 6672. Please be aware that a notification is required to be submitted to the Department for a regulated project. This permit will expire five years from the date of issuance. If the project has been started and not completed by that time, a new permit must be obtained before the expiration date in order to continue work on the project, per Rule 62-4.030, F.A.C. Sincerely, �jo4 v4w November 14, 2019 Christopher Weller Date Environmental Manager CW/MP cc: Okeechobee County Health Department — Douglas.McCoygflhealth.gov FDEP/SED—Jocelyn.Labbe(c�dep.state.fl.us Mark.Petersadep.state.fl.us Okeechobee Utility Authority jhayford(iOuafl.com Steven L. Dobbs Engineering, LLC—Steven L. Dobbs, P. E. sdobbs(a4stevedobbsen2ineerina com Emerald Greens Mr. Reuven Rogatinsky, Owner Page 3 of 3 DEP Permit # 0081040-098-DSGP A Civil Penalty May Be Incurred if this proiect is placed into operation before obtaining a clearance from this office. Requirements for clearance upon completion of projects are as follows: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62- 555.900(9) Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation. 2) Record Drawings, if deviations were made Submission of the portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings and specifications, if there are any deviations from said permit (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.). 3) Bacteriological Results Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction, from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62-555.315(6), 62-555.340, and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651-92, as follows: Connection to an existing system The end point of the proposed addition Any water lines branching off a main extension Every 1,200 feet on straight runs of pipe Each location shall be sampled on two consecutive days, with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. For further clarification contact: Mark E. Peters, ENG III Drinking Water Section SED/DEP 3301 Gun Club Rd, MSC 7210-1 West Palm Beach, FL 33406 Tel: 561 6816751 Mark. Peters(iWep.state.fl.us