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CITY OF OKEECHOBEE, FLORIDA
TECHNICAL REVIEW COMMITTEE MEETING
SEPTEMBER 16, 2021
SUMMARY OF COMMITTEE ACTION
I. CALL TO ORDER
Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the
City of Okeechobee to order on Thursday, September 16, 2021, at 10:00 A.M. in the City Council
Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida. The
invocation was offered by City Council Member Noel Chandler, followed by the Pledge of
Allegiance led by Police Chief Hagan.
II. ATTENDANCE
The following TRC Members were present: City Administrator Gary Ritter, Fire Chief Herb Smith,
Okeechobee County Fire Rescue (OCFR) Captain Justin Hazellief, Police Chief Donald Hagan,
and Public Works Director David Allen. Members absent: Building Official Jeffery Newell. City
Planning Consultant Ben Smith (attending via Zoom), Okeechobee Utility Authority (OUA)
Executive Director John Hayford, Okeechobee County Environmental Health Director Victor
Faconti, Committee Secretary Patty Burnette and General Services Administrative Secretary
Keli Trimnal were present. City Attorney John Fumero, and the Okeechobee County School
Board representative were absent.
III. AGENDA
A. There were no items added, deferred, or withdrawn from the agenda.
B. Motion by Police Chief Hagan, seconded by Fire Chief Smith to approve the agenda as
presented. Motion Carried Unanimously.
C. There were no comment cards submitted for public participation.
IV. NEW BUSINESS
A. Rehearing from the July 15, 2021, meeting for Site Plan Review Application No 21-002-
TRC, construction of a proposed 22,651 square foot building with parking, loading docks
and drainage facility on 4.82+/- acres located at 312 Southwest 7'" Avenue.
1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management
Services briefly explained this application is being brought back for discussion and
determination associated with the necessary improvements to Southwest 7tn
Avenue as determined by the City's Engineering service. Planner Smith
commented the road improvement issue has been worked out between the
Applicant and the City Administrator.
2. OCFR Captain Hazellief requested working together on the plans for the future
shutdown period of the business. Fire Chief Smith inquired about the trailers and
raw material that were being stored at a warehouse building (710 Northwest 6tn
Street) located across from the Emergency Operations Center. Mr. Neal Markus,
Applicant, commented the trailers should be gone and there should not be any raw
material or finished materials being stored at that location.
3. Mr. Steven Dobbs, the Applicant's agent, commented there was excess parking
spaces to accommodate the loading space and he would verify the proposed
parallel configuration of the ADA parking spaces met the requirements of the 2012
Florida Accessibility Code.
4. No public comments were offered.
5. Disclosures of Ex-Parte Communications - Chairperson Ritter disclosed he had
spoken with both Mr. Markus and Mr. Dobbs, and OCFR Captain Hazellief had
spoken with Mr. Dobbs.
6. Motion by OCFR Captain Hazellief, seconded by Public Works Director Allen to
approve Site Plan Review Application No. 21-002-TRC, as presented in [Exhibit 1,
which includes the Planning Consultant's analysis of the findings and
recommendation for approval with the following conditions: Repair all cracked and
broken sidewalks along the property's boundaries on Southwest 7t'' Avenue; repair
and modify the existing turn lanes by creating wider turn angles into the loading
dock area; fill and sod areas where trucks have parked and created depressions
and create wider turn angles into the new parking lot. Motion Carried
Unanimously.
TRC MINUTES, September 16, 2021, PAGE 1 OF 2
V. Chairperson Ritter adjourned the meeting at 10:15 A.M.
Submitted by:
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Patty M. Burnette, Secretary
Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with
respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made, which
record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of
backup for official records.
TRC M�rvuTEs, September 16, 2021, PAGE 2 OF 2
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present and available for questions. There were
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P. Burnette Handwritten Minutes, September 16, 2021, Page 2 of 3
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IV. NEW BUSINESS ITEM A CONTINUED
4. There were no questions from the public.
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5. There were no disclosures of Ex-Parte Communications.
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Motion by ��'� �=--�_:. � � I �f - , seconded by �' � � , to approve
Site Plan Review Application No. 21-002-TRC as presented in [Exhibit 1, which
includes tf�e-#i��g�s-a,s-r��d-f�#a�-a��ras-per-�Gc-�de-See#iofl-�0=3�6;
� the Planning Consultant's analysis of the findings and recommendation for
approval] with the following conditions�: .{ , r, .., �
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Chairperson Ritter ✓, Public Wor s Director Allen ,�uilding Official
Newell �-�'� ��"° ', ,Police Chief Hagan �, Fire Chief Smith V, OCFR Captain
Hazellief��''�Motion Carried.
V. Chairperson Ritter adjourned the meeting at ��J �� ��j A.M.
P. Burnette Handwritten Minutes, September 16, 2021, Page 3 of 3
,
CITY OF OKEECHOBEE, FLORIDA
SEPTEMBER 16, 2021, TECHNICAL REVIEW COMMITTEE MEETING
HANDWRITTEN MINUTES BY n-"T'' ' Q"�""'T''�
KE�� j �)r�N/�-L
I. CALL TO ORDER
Chairperson Ritter called the meeting of the Technical Review Committee for the City of
Okeechobee to order on Thursday, September 16, 2021, at ��� ���-' A.M. in the City Council
Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida.
�U . �(�en�Ci(�,� � �i L �TJ�'
A. The Pledge of Allegiance was led by Chairperson Ritter.
II. ATTENDANCE
City Administrator Gary Ritter
Building Official Jeffery Newell
OCFR Captain Justin Hazellief
Police Chief Donnie Hagan
Public Works Director David Allen
Fire Chief Herb Smith
PRESENT
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ABSENT
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City Attorney John Fumero ,r,�
City Planning Consultant Ben Smith ,y� �i°�
Okeechobee County Environmental Health Director Victor Faconti "�'
Okeechobee Utility Authority Executive Director John Hayford ��'
Okeechobee County School Board Repesentative
Board Secretary Patty Burnette __.�-- ✓
General Services Secretary � el, � 1 r.`��`� -y'
III. AGENDA
A. Chairperson Ritter asked wheth`gr there were any agenda items to be added, deferred,
or withdrawn. There were N�� �'
B. Motion by �'�..`� , seconded by �-��u r
to approve the agenda as presented.
Chairperson Ritter , Public Works Director Allen , Building Official
Newell , Police Chief Hagan , Fire Chief Smith , OCFR Captain
Hazellief . Motion Carried.
C. Chairperson Ritter asked whether there were any comment cards submitted for items
not on the agenda. There were ����
IV. NEW BUSINESS
A. Rehearing from the July 15, 2021, meeting for Site Plan Review Application No. 21-002-
1�v`�1 ��`� d a nage facil ty on 4.82±�ac�es�l cated1at 31f2 SW�71 " Aven earking, loading docks and
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1. City Planning Consultant Ben Smith of LaRue Planning and Management Services
briefly explained staff is recommending approval although this application is being
brought back for discussion and determination regarding whether the applicant should
pay the City for the costs associated with the necessary improvements to SW 7th Ave
as determined by the City engineering service
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�x�e�e Handwritten Minutes, September 16, 2021, Page 1 of 3
IV.
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NEW BUSINESS ITEM A CONTINUED
Building Official Newell:
Fire Chief Smith: — � � SGv �S � f� �-- �`d � �-�`�� �```�'"-��'�4 �- ��
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OCFR Captain Hazellief:
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Police Chief Hagan:
Public Works Director Allen:
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County Environmental Health Director Faconti:
OUA Executive Director Hayford:
Chairperson Ritter:
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3. Mr. Steven Dobbs, on behalf of the Property Owner, Loumax Development, Inc., was
present and available for questions. There were
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-��r-r-��##e Handwritten Minutes, September 16, 2021, Page 2 of 3
IV. NEW BUSINESS ITEM A CONTINUED
4. There were no questions from the public.
5. There were no disclosures of Ex-Parte Communications.
1' ' � �.
6. Motion by �.� � e�\,�c.,�n , seconded by t� '��' `'� , to approve
Site Plan Review Application No. 21-002-TRC as presented in [Exhibit 1, which
includes +"�n, f�,;;�;n��-a�-rt��r�cl-#o�g�a�a#ax�g-a�p��c-a#ae�s-per--��-��#ae��9-3�9;
a� the Planning Consultant's analysis of the findings and recommendation for
approval] with the following conditions:
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Chairperson Ritter , Public Works Director Allen , Building Official
Newell , Police Chief Hagan , Fire Chief Smith , OCFR Captain
Hazellief . Motion Carried.
V. Chairperson Ritter adjourned the meeting at
A.M.
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•�':-Bt�ae#�e Handwritten Minutes, September 16, 2021, Page 3 of 3
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Lake Okeechobee News
107 SW 17th Street, Suite D
Okeechobee, Florida 34974
863-763-3134
STATE OF FLORIDA
COUNTY OF OKEECHOBEE
Before the undersigned authority personally appeared
Katrina Elsken Muros, who on oath says she is the Publisher of
the Lake Okeechobee News, a weelcly Newspaner published
in Okeechobee County,��orida, that the attached copy of an
advertisement being a y� '' ::�a ��. �'_.. �' �.����=�� ;; F;� ;��''.-�
in the matter of �'x,�U9b.� .,�.�.''����''�`h. ;,� ��� �,` 4''f�-�::; �.',��
9_.
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in the 19th judicial District of the Circuit Gn�irt of Okeechobee
County, Florida, was published in said newspaper in the issues of
Affiant �further says that thetlsaid Lake Oakeechobee �Tews 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 prorr�iG�d any person, firm or corporati.�n any discount,
rebate, commission or refund for the purpose of securing this
advertisement for publication in the said newspaper.
��� /�.�,�-- ��,�
�� � Katrina Elsken Muros
Sworn to and subscribed before me by means of �physical
presence or _ online notarization, this , J,. a��.
� °� �� day of ` - y �: �'e ' �`': r, _,� � AD
Notary Public, State of Florida at Large
.��°"yR'=="
,.�,;��F,B�.,; JANE7 SU� MADRAY
'r° � ° " MY COMMIS510N # HH 129146
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;��,�;, .��;'• EXPIRES: May 12, ZO?5
,../ ''Fa� F�°'�'� 6onded Thnt Notary Pubtic Underr�rHers
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�'`�yOF O�fFCy CITY OF OKEECHOBEE
�'� � m TECHNICAL REVIEW COMMITTEE
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- 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, F�ort��A 34974
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OFFICIAL AGENDA
SEPTEMBER 1 s, 202�
10:00 A.M.
CALL TO ORDER
A. Pledge of Allegiance
ATTENDANCE
III. AGENDA
A. Requests for the addition, deferral, or withdrawal of items on today's agenda.
B. Motion to adopt agenda.
C. Public participation for any items not on the agenda requires a Comment Card. Citizen
comments are limited to 3 minutes per speaker unless otherwise approved by the Chair.
IV. NEW BUSINESS
A. Rehearing from the July 15, 2021, meeting for Site Plan Review Application No. 21-002-
TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and
drainage facility on 4.82± acres located at 312 SW 7�'' Avenue - City Planning Consultant.
1. Review Planning Staff Report recommending approval.
2. City Staff comments.
3. Hear from Property Owner or Designee/Agent, Steven Dobbs, on behalf of the
Property Owner, Loumax Development, Inc.
4. Public comments or questions from those in attendance or submitted to the
Committee Secretary.
5. Disclosure of Ex-Parte Communications' by the Committee.
6. Consider a motion to approve or deny Application with/without contingencies.
V. ADJOURN MEETING
' Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person,
group, or entity; written communication may be read if not received by all Committee Members; disclose any expert
opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who
have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute
or respond.
BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review
Committee in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must
be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision
made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure
a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the
appeal will be based. In accordance with the Americans with Disabilities Act, persons with disabilities needing special
accommodation to participate in this proceeding should contact the General Services O�ce in person or call 863-
763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding.
September 16, 2021, Official Agenda Page 1 of 1
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August 6, 2021
City of Okeechobee
55 SE 3`d Avenue
Okeechobee, FL 34974
Subject: Loumax Development
Dear TRC:
Please imd below the questions received at TRC on July 1S, 2021 concerning the above referenced project.
Your comments on in regular type and responses are in italics:
1. Joinder/Unity of Title Must be completed.
The Joif7der/Unih� of Title has beerr submittetl to the City of OkeechoGee aj�d is Geing processecl.
2. Tlie applicant Please sliow the hydrants on the plans.
The��e is an existing frre hvc�rant at the southwest corner of the project a�id it �s sl�own on Sheet 2
of tlze plans. An utlditional hyc���at�t i��il1 be installed near the exzsting FDC since the sprir�kler
systenr is going to be expanded to cover the additional btrilding areu. The locatio�7 inrll be
coordiraated ��ith the Okeechobee Cotuzry Fire Departnzent and Okeechobee Utiliry Autho��iry
3. Please show rDC on Plans.
FDC rs located oi� the plavrs. As previozrsly disczrssed, the existing FDC wil! 6e used as the
existisag .rpri�akler� system will he exparaded.
4. Increase the egress width of south drive to 20' minimurn to comply with Fire Department Access
to the site.
The access has been rncreased to 20' rninimum to coniply with this �-equirenzent.
5. Existing gate and south gate to be fitted with Knox locks for fire department access.
Both gates will be fitted with Knox locks as rec�arired.
G. The proposed culverts under the proposed access drives were reduced to 36" as discussed. David
Allen requested they be A2000 material.
The rec�uested change has beerz �nade.
7. Look at replacinb existing north access.
To be discussed at tl7e Septe»�ber TRC Meeting
8. Replace damaged sidewall<s.
The owner was 1�laf�ning this d:iring constructiovt.
9. 5' Pence should extend to tlle east face of the proposed building.
1062 Jakes Way, Okeechobee; FL 34974
Phone: (863) 824-7644 Cell: (863) 634-0194
Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com
Loumas Development — City of Okeechobee RAI Page 2
This change has bees� r�eflected in the attcrched plu�vs.
Should you have any questions or comments, please do not hesitate to call.
Sincerely,
Steven L. Dobbs Engineering
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President
CC: Neal Markus
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Phone: (863) 824-7644 Cell: (863) 634-0194
Email: sdobbsC�stevedobbsengineering.com Website: www.SteveDobbsEngineering.com
SERVIC]ES, L]LC.
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DESCRIPTION:
LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY,
FLORIDA.
AND
ALL OF BLOCK 191, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK
5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA.
AND
A PORTION OF THE FLORIDA EAST COAST RAILWAY COMPANY RIGHT-OF-WAY, SINCE ABANDONED,
AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADDITION TO
OKEECHOBEE, FLORIDA, AS RECORDED IN PLAT BOOK 5, PAGE 6, OF THE PUBLIC RECORDS OF
OKEECHOBEE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY (R/W) LINE OF SW 6TH STREET
WITH THE WEST R/W OF SW 7TH AVENUE; THENCE NORTH 00°08'53" WEST ALONG THE WEST R/W
LINE OF SAID SW 7TH AVENUE, A DISTANCE OF 76.17 FEET TO THE POINT OF BEGINNING; THENCE
SOUTH 89°49'42" WEST, A DISTANCE OF 199.99 FEET TO THE INTERSECTION WITH THE NORTHERLY
EXTENSION OF THE WEST LINE OF BLOCK 251 OF SAID PLAT OF FIRST ADDITION TO OKEECHOBEE;
THENCE NORTH 00°08'48" WEST ALONG SAID NORTHERLY EXTENSION, A DISTANCE OF 693.57 FEET
TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE NORTH R/W LINE OF SW 4TH
STREET; THENCE NORTH 89°47'29" EAST ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 60.00
FEET TO THE NORTHWEST CORNER OF SW 4TH STREET; THENCE SOUTH 00°08'48" EAST ALONG
THE WEST R/W LINE OF SW 4TH STREET, A DISTANCE OF 100.00 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, SAID
POINT BEING A POINT OF CURVATURE OF A CURVE TO THE LEFT AND HAVING FOR ITS ELEMENTS,
A CENTRAL ANGLE OF 27°36'08 AND A RADIUS OF 1230.00 FEET; THENCE SOUTHEASTERLY ALONG
SAID CURVE, AN ARC DISTANCE OF 592.55 FEET TO THE SOUTHEAST CORNER OF BLOCK 191 OF
SAID PLAT OF OKEECHOBEE; THENCE SOUTH 00°08'53" EAST ALONG THE WEST R/W LINE OF SAID
SW 7TH AVENUE, A DISTANCE OF 23.65 FEET TO THE POINT OF BEGINNING.
�\�
THAT PORTION OF SOUTHWEST 4TH STREET (F/K/A FIFTH AVENUE), FROM SOUTHWEST 7TH
AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 100 FEET WIDE BY 140 FEET LONG,
AND LYING NORTH OF LOT 1 OF BLOCK 190, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY,
FLORIDA; TOGETHER WITH THAT PORTION OF SOUTHWEST 5TH STREET (F/K/A FOURTH STREET),
FROM SOUTHWEST 7TH AVENUE WESTWARD TO DEAD-END, BEING APPROXIMATELY 70 FEET WIDE
BY 103 FEET LONG, AND LYING NORTH OF BLOCK 191, CITY OF OKEECHOBEE, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE
COUNTY, FLORIDA.
� ► ��
THE SOUTH 297.0 FEET OF THE FOLLOWING DESCRIBED PARCEL A; THE NORTH LINE OF SAID
SOUTH 297.0 FEET BEING PARALLEL TO THE NORTHERLY RIGHT-OF-WAY LINE OF S.W. 4TH STREET
AND LYING 20.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE SOUTH WALL OF AN
EXISTING BUILDING.
PARCEL A
COMMENCE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE WEST LINE OF
OKEECHOBEE AVENUE (S.W. 7TH AVENUE) AND THE SOUTH LINE OF SOUTH PARK STREET (PRIOR
TO ROAD VACATION), AS SHOWN ON THE PLAT OF OKEECHOBEE RECORDED IN PLAT BOOK 5,
PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE DUE WEST ALONG
SAID SOUTH BOUNDARY OF SOUTH PARK STREET A DISTANCE OF 218.90 FEET TO THE POINT OF
BEGINNING; THENCE SOUTH 07°05'27" EAST A DISTANCE OF 302.95 FEET; THENCE SOUTH 07°12'09"
EAST A DISTANCE OF 70.54 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
S.W. 2ND STREET; THENCE NORTH 89°54'07" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A
DISTANCE OF 172.97 FEET TO THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF
OKEECHOBEE AVENUE (S.W. 7TH AVENUE); THENCE SOUTH 00°02'10" EAST ALONG SAID WESTERLY
RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE (S.W. 7TH AVENUE) A DISTANCE OF 670.00 FEET TO
THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF S.W. 4TH STREET; THENCE SOUTH
89°54'07" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 241.18 FEET TO THE
INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE SCL RAILROAD MAIN TRACK, SAID
LINE BEING 10 FEET EAST OF THE CENTERLINE OF SAID MAIN TRACK; THENCE NORTH 00°04'14"
EAST 10 FEET EAST OF AND PARALLEL TO THE CENTERLINE OF SAID MAIN TRACK A DISTANCE OF
1041.09 FEET TO A POINT LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTH PARK STREET;
THENCE DUE EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 20.26 FEET TO
THE POINT OF BEGINNING.
PRO✓EC T SPECIFIC NO TES.•
1� UNLESS SHOWN OTHERW/SE, ALL D/MENS/ONS ARE CALCULA TED(C� AND
MEASURED(M).
2) S/TE ADORESS.• NOT ASS/GNED A T T/ME OF SUR l/EY.
3) F. l. R. M. ZONE.• "X'; MAP NO. 12093C0480C, DA TED 07/16/15.
4) TH/S SUR l/EY /S NOT /NTENDED TO DEP/CT ✓UR/SD/CT/ONAL AREAS OR OTHER
AREAS OF LOCAL CONCERN.
5) SUR l/EYOR ASSUMES NO RESPONS/B/LITY OR LIAB/LITY FOR THE ACCURACY OF
EASEMENT D/MENS/ONS SHOWN HEREON, THERE MA Y BE OTHER EASEMENTS OR
RESTR/CT/ONS THA T EFFECT TH/S PARCEL.
6) THE SURI/EY DEP/CTED HERE /S /VOT COl/ERED BY PROFESS/ONAL L/AB/LITY
INSURANCE. ADDITIONS OR DELETIONS TO SURI/EY MAPS OR REPORTS BY OTHER THAN
THE S/GN/NG PARTY OR PART/ES /S PROH/B/TED W/THOUT WR/TTEN CONSENT OF THE
S/GN/NG PARTY OR PART/ES.
7) DA TE OF LAST F/ELD SUR l/EY 12/30/19.
TRAD]EWINDS SURVEY�NG
200 S.W. 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) '763-2887
Fax: (863) '763-4342
Email: kab.twpsCyahoo.com
Richard Barnes, III, PSM 7074
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VICI N ITY MAP
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INDEX OF SHEETS
�f, ��. Steveh L, Do�bibs Eh ihee�ih LLC
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Cohsu/tir�9r Er�9rir�eers
�062 Jakes Way - Okeecho,bee, FL 34974
Phone: 863 824-7644
( )
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
TITLE SHEET
EXISTING CONDITIONS, DEMOLITION, AND SEDIMENT CONTROL PLAN
COMBINED EXISTING AND PROPOSED SITE PLAN
OVERALL PLAN
HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN
PAVING, GRADING & DRAINAGE PLAN
DETAI LS
GENERAL NOTES AND SPECIFICATIONS
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
,
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of Florida, Inc.
Loumax Development Inc
ENGINEERS PROJECT No. 2019-043
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE
Steven L. Dobbs
Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
`- Phone: (863) 824-7644
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
No. DATE BY REVISIONS
��
LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
EXISTING CONDITION, DEMOLITION,
AND SEDIMENT CONTROL PLAN
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REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC.
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
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of Florida, Inc.
JOB No.: 2019-043
SHEET
2 OF H
Prqect Name: Ecotech 2020 Expansion
Owner Name: Loumax Developmenl, Inc.
Owner Address: PO Box 5501, Ft. Lauderdale, FL 33310
Owner Phone: 305-922-7645
Engineer Name: Steven L. Dobbs Engineering, LLC
Engineer Address: 1062 Jakes Way, Okeechobee, FL 34974
EngineerPhone: 863-824-7644
Architect Name: N/A
Architeci Address:
Architect Phone: 0.11 1.32 36 37.32 37.5 -0.18
Planner Name: NIA 4.976
Planner Address:
Planner Phone
Existing Site Proposed Site Tofal
Future Land Use: Industrial Industrial Industrial
Zoning: Industrial Industrial Industrial
Min Lot Width: N/A ft NIA ft N/A ft
Proposed lot W idth: 297D ft 693.6 ft 693.6 ft
Min Lot Size: NIA sf N/A sf N/A sf
Proposed lot size: 71,438.0 sf 1.64 138,707.0 sf 3.18 210,145.0 sf 4.82
ProjectSize 71,438.0 SF 138,707.0 SF 210,145.0 SF
Total Dwelling Units: N/A NIA N/A
Setbacks:
Front Req 25 Front Req 25 Front Req 25
Provided 30 Provided 49 Provided 49
N. Side Req 15 N. Side Req 15 N. Side Req 15
Provided 15 Provided N/A Provided N/A
S. Side Req 40 S. Side Req 40 S. Side Req 40
Provided NIA Provided 444.3 Provided 444.3
Rear Req 40 Rear Req 40 Rear Req 40
Provided 40 Provided 75.2 Provided 75.2
Parking:
Industrial 1 space per 300 sf Office/Support 300 sf per 1 sp. 1 space per 300 sf OfficelSupport 300 sf per 1 sp. i space per 300 sf Office/Support 300 sf per t sp.
Office/Support Area 600 sf OfficelSupport Area 2000 sf Office/Support Area 2600 sf
1 space per 1,000 sf Warehouse 1000 sf per 1 sp. 1 space per 1,000 sf Warehouse 1000 sf per 1 sp. i space per 1,000 sf Warehouse 1000 sf per t sp.
WarehouseArea 17000 WarehouseArea 20651 WarehouseArea 37651
Required Parking: 19 spaces Required Parking: 27 spaces Required Parking: 46 spaces
Handicapped Parking 1 space per every 25 spaces minimum 1
Required Handicapped Parking 1 Required Handicapped Parking 2 Required Handicapped Parking 3
Hanicapped Parking Provided 1 Hanicapped Parking Provided 2 Hanicapped Parking Provided 3
Total Parking Required 19 Total Parking Required 27 Total Parking Required 46
Parking Provided 22 Parking Provided 42 Parking Provided 58
Coverage
Allowed 50 % Allowed 50 % Allowed 50 %
Proposed 27 % Proposed 16 % Proposed 20 %
Impervious Area
Allowable Impervious Area: 85 % Allowable Impervious Area: 85 % Allowable Impervious Area: 85 %
Proposed ISR 56 % Proposed ISR 42 % Proposed ISR 47 %
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Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
`- Phone: (863) 824-7644
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
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PLAi OF OKEECHOBEE P.B. 5 PG. 5 �
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LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
COMBINED EXISTING AND
PROPOSED SITE PLAN
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
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of Florida, Inc.
JOB No.: 2019-043
SHEET
3 oF 8
PROPERTY
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HANDICAPPED SIGN
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HANDICAPPED SYMBOL
6" STRIPES (TYP.)
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17'0"
HANDICAPPED PARKING
HANDICAPPED PARKING SIGN
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HANDICAPPED PARKING
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EDGE OF
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O� CALL 48 HOURS BEFORE
Steven L. Dobbs LOUMAX DEVELOPMENT, INC. YOUDIGINFLORIDA,�T'STHE
� Engineering, LLC PROPOSED SITE IMPROVEMENTS ,�;
1062 JAKES WAY LOCATED IN THE CITY OF OKEECHOBEE � � '
of Florida, Inc.
Okeechobee, FI 34974 JOB No.: 2019-04:
�� Phone: (863) 824-7644 HORIZONTAL CONTROL
STRIPING & SIGNAGE PLAN / SHEET
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206 NO. DATE BY REVISIONS �F OF H
24" WHITE STOP
STOP SIGN LOCATION DETAIL
N.T.S.
6'-0"
1'-0" DRIVE 2-#5x18" LONG INTO 1-�
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CONCRETE WHEELSTOP
HANDICAPPED SYMBOL
1/8" ALUMINUM PANEL SCREEN
PRINT SYMBOL COLORS SELECTED
SELECTED PER OKEECHOBEE
COUNTY PARKING CODE
2" SQ. ALUMINUM POST
FINISH AS PER SPECIFICATIONS
FINISHED GRADE
EARTH
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EL.= 29.70
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, PROPOSED \� �9 � � PROPOSED ��g
�� \ �
� � � TYPE "C" INLET #7 �� \' TYPE "C" INLET #8 6 TYPE "C" INLET #10 \���
GRATE EL.= 29.50 GRATE EL.= 29.50 E GRATE EL.- 29.40 \R
�� � N. INV. EL.= 25.30 N. INV. EL.= 25.50
S. INV. EL.= 25.50
� \\ S. INV. EL.= 25.30 S. INV EL.=25.50 �a
� I� \ 29 6p �O 2,9 C ^� u'O cb0
� � \� � �'o ti°'' �`' ��. `.y so C �.' �,�. `.y so �'` �°'
� I �R ��� \ � \2� \s �9 \2� � n c�9 �9 c�9 �p u'� �� � �O �O ��ys �
W � ���� l` - - - � � � \s �° \R P OPOSED40 LF 18 CMP ,�o � 2 so so � ,s 135 LF 18 CMP �o. so �g �
W BOTTOM OF DRY � \ PROPOSED �9 ti°'�� TYPE "C" INLET #5 ��` r� �s � `�-� �' � �_ �
� � DETENTION NEEDS TO BE � \ �� �� '� Q � GRATE EL.= 27.50� �o �9 � �o ti� �, � �.� ,b �o � �a� �a' � �� ��
� TYPE C INLET #6 29 �, ��9 o S. INV. EL.= 24.00 o r-�' 8 0 o a ^ � o 0 0
� a IMPROVED TO AN \ GRATE EL.= 29.50 � �' ' o o e e o � � e e� s ° 3 e o 3 e e e o
V� � j INFILTRATION RATE OF I � W. INV. EL.= 25.20 �� �,�Cy� �' �,�6� �,�6° - PROPOSED BUILDING �J
' Z- i
�
�
�� aaiX �. � �
s � � x
_��o �
� � ;� � �' me g ��
� J,� �------4 J
N.G.
� 0.00012 CFS/SQ FT-FT OR � E. INV. EL.= 25.20 �,� ,�,0� �,� � PROPOSED PROPOSED �98 ` �� � 9 �
� � � BETTER FOR RECOVERY I �; � so so �� I TYPE "C" INLET#2 �0.52± AC) „ „ .�� „s � . � . I �
� � I �s ° ��� GRATE EL.= 29.30 �PE C INLET �1 �,�,v � 2 . . '.�' ' , x
�� BY ING OR � B � � �� B � FFE = 31.35 GRATE EL.= 30.40 4o u��� N � �° �, �
� REPLD A�MENT OF I � �� E.,- � � N. INV. EL.= 25.30 � I �_� `_ � '�� ��
/ 9 9 S. INV. EL.= 26.90 = � v � � ��o>
� MATE IAL DOWN TO 26.5 �-- � \� TOP EL.- 29J (0.66 AC.) ,� s� �� �� I LOADING S. INV. EL j25.30 �2 0 � ` x6A ��� �u � S «P;�
�� PR POSED � o = a ,� ??�„_
� �m-
� � PROPOSED DRY � _ _ _ _ _ _ - - �-?' a TYPE C INLET #4 I a 9 � - �� � �6� s�'�
� /� � "' BOT. EL.= 27.5 (0.48 AC.) � � g DOCK __ _ $AWCUT AND MATCH `fY a m n
� 1 Z � DETENTION AREA � c� GRATE EL.= 29.50 I � FFE=31.35 EXISTING PAVEMENT � -'o U
� � � o - � N. INV. EL.= 23. � �� �- �� '
2� m I PROPOSED �� 2� PROPOSED I ti�� LL '. 9so . INV. EL.= 25.09'� � s� LL s� ,�h �o ao �� A ,�w �, ,�, �.� �.`� . . , � :' . � ,� � � �,�;,� � .
� I CONTROL ��(BUBBLE-UP) � S. INV. EL.=23.50 �� � �° ,�o. � :oo. so ,�o �� ,,�. ,� �� .� ° �^.:� , �
� I c�j � N I 0 � 2j 0 . � . . � �.. ' _ � .. ..'. . . .. , : e . . . . � ��. I
� 2 �A STRUCTURE (CS-1) STRUCTURE �, � � �� `� � �� `��� O O O O ho � oo �o O O O �00 � 6w �� �o ��O �, �o �
. x 9, I �6 �' '� �' ��. ��. r �o. ,s A�� s� � 4 �o.? �0.2 s� - oo s� �. �. . ;� a • .� ; �
� I GRATE EL.= 29.70 GRATE EL.=27.5 � �° o �i `y � �� Y � ° A�r 1� o° ��o � . . 9 �$ � �`��� �
I E. INV. EL.= 23.50 N. INV. EL.- 24.00 � � 6 �, �
■ � � `� � R � �°°� ^ � ' � � '� ' � . I� � . � . �� �� ,.�,x�
/ � � � 47 L 18 CMP 120 LF 18 � MP 111 LF 18 � MP `9g 24 LF 18 �s o� �;� � � � $� �. � � �e PPPP� F
I � �--- ---- --- ---- --� �� �� u 2 �� u' O ' � �, `�"� � �kqai
�° - � - .�O � .�O � ,�o � .�O �O ,�o � S o �'� �`�� x \, p0 � � �.,, R4 ?P�k� �
i� .V ti .W /v 0' 0' N �' �v 0' �' �' 6'O o n r�. O ' �s � �a a�
�--�------� - �
�U v v ap n� � . . , . ��x� � �
� °� cb � �v ,`O 29 `L `L `L cb `L 4� `L `L � "e <x s� �
� , " u'� u'� 27.7 ,�O w • p• m� �R� �
=� oHv� . _ _ -� � `L � O . . � � � � � � pp � �p � �p' � � c - -
OHW OHW 0 W OH W• �_ . OHW OHW OHW HW OHW OHW OHW OHW OHW OHW OHW W OHW OHW OHW OHW X ��T X' X ❑ u\�,
w ri w
� � - � TOP-OF-BANK - UTILITY % � �_ �' �� ��
� � UnLITY � �'� • - � - - - - � - - - ti e 1 ' m � HOl '
� � . � � c� c� POLE � ' � „ /� o gmas 'x
\6 POLE �' ��� PROPOSED
mC 2� PROPOSED M.E.S. DITCH ~ C---�� � UTILITY �s _-�--_ --- _-- � ol� 9�°� � pfix �� �U �� _$
�� � TYPE ��C� INLET#3 POLE MITERED END°�fi� �MITERED END y�E� tl
� \� �, PROPOSED M.E.S. /' ti ) PROPOSED M.E.S. � czz .USECTION � � ��A; $ 1 0 �g
� \ W. INV. EL.= 23.50 �� � GRATE EL.= 29.50 0 � � � �$q SECTION � m= �$� �m
_ _ . �9 TOP-OF-BANK . - C��9 24.00 EACH END _ _ � . 29_ . � �NV �_ �� _ @ IE 24.00 EACH D �9� g� 1 ��. � - . �oe , „� 1 ��s , TOB �e
�
�9 EXISTING ASPHALT ��ti ■ -�
�
■ �s - -- -- -- -- -- -- -- -- -- -- ti � `�� �
� �`�90 � � O6 ,� � d�� I
� � \ I � �,6 � � I
� � _
Y♦ Q' I I L~L I
I
� I LL
� O �
� I � I
I �
I � I
I � I
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE
Steven L. Dobbs
Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
`- Phone: (863) 824-7644
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
� _ . .)� .g � �_ .g . . . = . - - - • «- �>,, g <u
6 6 ~ . . .- . ��* � PP� `� � ���
9 �� c�9 c�� . . . _ . c�� r'� . . �� s . _ -
�ti 6ti 40 LF 42" CMP e 6z 62 2 40 LF 42" CMP � � 4 B �
� �9 � �9 �,� � SW 7TH AVE N U E OKEECHOBEE AVE.(� @ IE 24.00 � 6Z �� � SAWCUT AND MATCH I I
�� �s @ IE 24.00 �s �6Z � 6ti ��� EXISTING ASPHALT
`'�' � aZ z �ti �ti � �� �`� a : x� Q
� 9 e ti ti � � � F=
c� � S, �N � s a
`9 SAWCUT AND MATCH Q �i9 PLAT OF OKEECHOBEE P.B. 5 PG. 5 g �
•J � ��
IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
No. DATE BY REVISIONS
BOT. EL.= 27.50
1 I �
� � �
� � �
1 1 �1 :1
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC.
�
LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
1 ��''
TYPICAL 4
PAVEMENT
SECTION E-E
N.T.S.
UNPLATTED PER OKEECHOBEE COUNiY iAX MAPS
.. .. .. �,.,',�,��4
�- HOl .. 801 wa x
� sx
�-�--------�-----------�� ��_
� �,��
��------��---- � I
X ��° � I
��
� „�. �,�,
� �o �
�' � I � � � � �o
�
. 2 �� � I
� � � �
SAWCUT AND MATCH �
; EXISTING ASPHALT �g I ;� o
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
�
, ,
� ,
of Florida, Inc.
PAVING, GRADING AND DRAINAGE PLAN "'� N°.: "J1�-"�3
SHEET
5 oF 8
2'-4" Z 1 ��
3'-4" 2
= 11" 11"
..N z�� � � z�� �
� T
T O O
O O
Z4,� 2, Q„ 24 � PIPE �'`�� o 0
� 00 -
O 00 p
u'1 m o m
Ma
O
O
' gii g�� �
� ti � O O
m � o0
0 0
�n - � 2'-4" � - �
'" N� f l�
� 00
� ���z„�-� � �z,�
�, = PLAN
� w APPROX. WEIGHT 235 LBS.
_ � z�-4��
0 0 3'-4" 5 4,�
z � 2'-�° �
x �i � PIPE N��
X w z � GRATE ��- � c.,
w� z � 2" CL. � m��
� -
a ir, w�p � � -'� w(�j
� �--i v' LL v ���///
is^ M a � /
`" EYE BOLTS ,� m Q o
� �i�
� SEE INDEX ? � z Q
201 m m
#4 BARS
@ 12" crRs. SECTION 12"� WEEPHOLE STRAIGHT BARS 2"x ;��
W/ROCK/FILTER RETICULINE BARS 14 ��x 16
FABRIC BANDS 2"x 4
APPROX. WEIGHT 104 LBS.
RECOMMENDED MAXIMUM PIPE SIZE:
2'-0" WALL-18" PIPE
NOTICE:
1.) STEEL GRATES ARE REQUIRED ON INLETS 2.) ALL INLETS WILL BE CASTTO PROVIDE A 18"
WITH TRAVERSABLE SLOTS AND ON INLETS SUMP BELOW LOWEST CULVERT INVERT
WHERE BICYCLE TRAFFIC IS ANTICIPATED.
PRE-CAST TYPE 'C' CATCH BASIN
N.T.S.
PROVIDE EXTENSION
ARM W/ 3 STRANDS
OF BARBED WIRE
1-5/8" O.D.
PIPE RAIL
1'-0"
PERIMETER EROSION AND SEDIMENT CONTROL
PERIMETER FENCE DETAIL INSTALLATION
N.T.S.
NOTES:
1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE
PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY
HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST
REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED.
2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF
ANY ACCUMULATED SILT.
SILT FENCE DETAIL
N.T.S.
� �IRECTION
OF FLO W
��
FABRIC �`
I I II II II _ BACKFILL
TRENCHI I'�� - � � I I I I--- -�
FABRIC TO BE 18��
BURIED 6" MIN. �
TOEINFLAP I
SODDED SLOPE �
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERE
��
FINISHED GRADE
SEE NOTE N0. 5
SPRING
LINE
OF
PIPE
��
:� /
INITIAL BACKFILL
HAUNCHING
BEDDING, 6" MIN.
(IF REQUIRED)
EMBEDMENT
MATERIAL
FINISHED GRADE A DENSITY TEST SHALL BE PERFORMED
BETWEEN STRUCTURESATTHE FOLLOWING
LOCATIONS:
-I I I I I I BEGIN TESTING IN THE FIRST FOOT � II.
I I-I I I-I I I AND THEN EVERY 2 FEET i11�
TO WITHIN 2 FEET OF SUBGRADE �� ���
� �� ��
II�� BACKFILL SHALL BE PLACED IN 12" MAX. I�I I
-I11 - LAYERS EACH LAYER TO BE MECHANICALLY
TAMPED TO A MINIMUM 100% OF MAX. Z
II�� DENSITY AS DETERMINED BY AASHTO �IiI a
�II I METHOD T-99 FOR NON-FLEXIBLE PIPE III � Q
(RCP, DIP) AND 98% FOR FLEXIBLE PIPE. � I�i X 0
° z>
Q 12" MAX. 12" MAX. _ �
X
V
X �O�O O�O O O�O O�OD _ g�
o � �O�O O O 00�0 � o� o0
Q 0 � � 0 0
Z LL W �
a O�O� �O�O zQ za
ODO ODO z�w �
O O O O o> a
INVERT ODO O�O ���
\
//�/��� o -�� -� ���� I ���_
� � ��111���=�����I11- II II
HAND PLACED
SELECT MATERIAL
(MAXIMUM 6" LAYERS) QUADRANTTO BE SHAPED
COMPACTED WITH MECHANICAL TO RECEIVE PIPE BELL
TAMPERS AND BARREL
\ FOUNDATION
� (MAY NOT BE
� . \ REQUIRED)
/ .
�. � •� /• / i �\ //
NOTES: I
1. IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE
REQUIRED.
2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH
BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A
UNIFORM AND ADEQUATE LONGITUDINALSUPPORT UNDER THE
PIPE.
3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE
SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED
UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE
SIDE SUPPORT.
4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12"
ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED.
5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY
AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED
PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF
BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS
PER AASHTO T-180.
6. DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY
THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION,
AT THE CONTRACTOR'S EXPENSE.
BACKFILLING REQUIREMENTS
N.T.S.
EXISTING GRADE
TOE OF SLOPE � �J � FABRIC TO BE
BURIED 6" MIN.
� � VARIES
FABRIC FENCE SILT-BARRIER
Steven L. Dobbs
Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
Phone: (863) 824-7644
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
SILT-BARRIER
(FABRIC FENCE)
NOTE: IF PIPE IS NOT UNDER PROPOSED PAVEMENT,
BACKFILL SHALL BE COMPACTED TO A FIRMNESS
APPROXIMATELY EQUAL TO THAT OF THE SOIL
ADJACENT TO THE PIPE TRENCH.
TYPICAL TRENCH DETAIL
N.T.S.
DIMENSIONS & QUANTITIES
M GRATE 5/ZES CONCRETE /CY) SODDING (SY) REMARKS
D X A 8 C E F G H■ Single Double Triple Quad. N Standard Extra Single Double Triple Ouad. Single Double Triple quad.
Pipe Pipe Pipe Pipe Weight Pipe Strong Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe
8" T-0" 2.5' OJT 3.22' OJ' 4.0' 0.58' 3.3' 3.75' S.75' 7.75' 9.75' ].04' OS2 0.90 L22 ]54 7 8 8 � These sizes are restricted to
]0" 2'-2" 2.5' ]-34' 3.84' ]3' 5.0' 0.8]' 3J' 3-9Z' 6.08' S25' ]O.d]' ]-04' 0.64 0-99 ].34 ]JO 7 8 9 �o lnlet and outlet treatment for
72" 2'-4" 2S' 2.06' 456 ZO' 6.0' 1.00' 4.0' 4.08' 6A2' 8.75' 17.08' ].04' 0.68 ].09 ].48 7.88 7 8 70 ]] water management systems
15' 2'-7" 2.5' 3.09' S.59' 3.0' 7.0' 123' d.0' 4_3� 692' 9.50' ]7.08' 1.04' Ob4 ]-00 135 1J] S 9 ]0 ]1 or slmilar applicaUons.
]8" 2'-]0" 2.5' 4.72' 6b2' 4.0' 8A' ].4]' 4.0' 4.58' 7.42' ]015' ]3.08' ].04' 0.69 1.09 7.49 ].S9 9 ]0 i] 12
24" 3'-5" 2.5' 6.18' 8bB' 6.0' 10.0' 7J3' 4.0' S.08' 8.50' 7792' ]5.33' ].04' 0.83 134 ].8Z 2.34 10 ]] ]3 ]4
■ Values shown for estimatin9
30 4'-3' 2.5 8.25 ]OJS 8.0' ]Z.0' 2.00' 4.0' S.58' 9.83' ]4.08' ]8.33' ].04' 2%" 3" 0.96 ].63 23Z 2.99 ]1 ]3 ]5 ]7
� pipe quantities and are for
36 5,_7" 25' ]031,.. ]2.8]' ]0.0' .. ]4.0' L24' 4.0' 6.08' ]1.17' 76.25 21.33' 1.04' 2%z" 3„ 1.08 ]92 2J7 3.62 12 74 ]7 ]9 informa[ion only.
42 6,_0" 2.5 ]2.37' ]4.87' ]2.0' ]6.0' 2AS 4.0' 6.58' ]2.58' ]8.58' 2458' ].04' 2%z" 3%z" ].20 2.26 3.34 4.6] 73 ]6 ]8 2]
48" 6'-9" 2.5' 74.43' ]6.93' 74.0' ]8.0' L65' 4.0' 7.08' ]3.83' 2058' 27.33' ].04' 2%z' 3%z" ].60 3.7] 4b2 6.72 14 ll 20 23
54" 7'-8" 2.5' 16.49' ]8.99' ]6.0' 20.0' 2.83' 4.0' 7.58' ]5.25' 2292' 30.58' ].04' 3" 4„ ]J6 3.56 5.34 7.14 ]5 ]9 22 26
60" 8'-6" 2.S ]8.55 21,05 ]8.0' 22.0' 3.00' 4.0' 8.08' ]6.58' 25.08' 33.58' ].04' 3„ q„ ],gq q.03 6.72 8.20 ]7 20 24 28
�� sod � �
� Beveled Or ftomid Corners ;�,
�
�
i
;,� , / s Grate
� �y /
� � �
� o 0
=I
L I
� 0 1� � „_ - � � j . _._ � -�. .. �
I � Sta./Offset�
�Location � � �
_ , . r ����ti� _�__ �
1- � � ��-`
\� Fastener I - II
�
Concrete Slab, 3" Thick, fteinforced �
� w�rn wwF 6x6-wi.axw�.4 �
S/ope �a PS 2 S TOP VIEW-SINGLE PIPE
e p;r h od
P`�� T�`��sltior An
eme��t Sta-/0�(seC Location
��� � s�eer ? of��ar;o„ oera;�s " _ q c
` � ' _` \�; �' ' �
_� _ 3, �� � �� �G� ares Snacea �Q,.
Rerolled Entl Requir ed � %� �� j, M_, � to
�
0
� ,
Paid Por As �
� Pipe Culver t �
LAST Z DESCRIPTfON:
O
REVISION `
11/01/]6 u',
VARIES
JOINTS
12" 12"
Min. Min.
ROUND PIPE
PIPE SECTIONS
COST OF FILTER FABRIC JACKET TO BE
INCLUDED IN COST OF PIPE CULVERTS
FOR ALL PIPE TYPES
VARIES
JOINTS WOVEN OR NON-WOVEN
FILTER FABRIC
12" 12" TYPE D-3
(SEE INDEX 199)
Min. Min.
SECURING DEVICE
ELLIPTICAL PIPE
FILTER FABRIC JACKET
N.T.S.
�� �
::� � '�
��i���'�+����� ��
, �a��/��•� �.��'; ���
�i�1 �������� •�����
�1�� t� �����/����1�1
'� : :�
1 , 1
WOVEN OR NON-WOVEN
- FILTER FABRIC
SECURING DEVICE
18" CMP
INV. EL.= 23.50
I I
� BOT. EL.= 22.00J
1/4"R
a ,
° � ea
aa ,
1/2" Pre-molded Expansion
Joint Material
EXPANSION JOINTS
PARKING
6" 3,000 PSI CONCRETE
(FIBER REINFORCED)
< a �.
,
5 . ° ,
�' o a <
y
12" STABILIZED SUB-GRADE FBV �
OF 75 PSI COMPACTED TO 98%
MAX. DENSITY PER AASHTO
T-180 METHOD. SUB-GRADE
SHALL MEET LBR 40
CONCRETE PAVEMENT SECTION
5'-0"
�� 6��
� 2%
a .a a
4" THICK CONCRETE 2500 P.S.I.
6" COMPACTED SUBGRADE TO NOT
LESS THAN 95% MAX. DENSITY AS
DETERMINED BY AASHTO T-180
NOTES:
1. Provide expansion joints 20' center to center, at PC & PT of curves, junctions of existing &
new sidewalks, and where sidewalk abuts curbs, driveways & similar structures.
2. Provide contraction joints 5' center to center.
3. Sod shall be placed below edge of sidewalk to allow drainage.
TYPICAL SIDEWALK
N.T.S.
IN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
No. DATE BY REVISIONS
1 1/2" TYPE SP 9.5
ASPHALTIC CONCRETE
8" LIMESTONE OR COQUINA
BASE COMPACTED TO 98%
MAX. DENSITY PER AASHTO
T-180 METHOD.
BASE SHALL MEET LBR 100
�
> ....
i.
12" STABILIZED SUB-GRADE FBV�
OF 75 PSI COMPACTED TO 98°/a
MAX. DENSITY PER AASHTO
T-180 METHOD. SUB-GRADE
SHALL MEET LBR 40
PAVEMENT SECTION
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC.
L
�
So� �,
Beveled Or Round Corners N Constructian loint Permitted
- � - � i
- �/ ?� 6�ate I I .
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INV. EL.= 28.10
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SIDE VIEW FRONT VIEW
CONTROL STRUCTURE CS-1
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LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
SITE DETAILS
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SEALED W/RAM NEK SEALER.
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
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of Florida, Inc.
JOB No.: 2019-043
SHEET
6 oF 8
ISOMETRIC VIEW
BALED HAY SILT-BARRIER
LEGEND
PROPOSED PALM TREE (38 PROVIDED)
PROPOSED TREE (28 PROVIDED)
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PROPOSED SHRUB (279 PROVIDED)
EXISTING PALM TREE TO REMAIN (20 TOTAL)
EXISTING TREE TO REMAIN (38 TOTAL)
EXISTING SHRUBS (30 TOTAL)
NOTE:
1. There are existing trees onsite that will meet some
of the landscaping requirement. Since there is not a
tree survey, this will be field adjusted.
2. This plan for site approval and only indicates the
location and type of proposed landscaping. The
selected plant to be installed will have to meet the
City of Okeechobee's Division 4 Landscape Code for
type and size of plants installed.
3. The north parcel has already been through site plan
and was previously approved and certified prior to
Certificate of Occupancy for the latest City of
Okeechobee TRC Approval.
4. Consideration will be made to protect the overhead
utility lines from mature tree growth.
5. Plantings will be elected from South Florida Water
Management District's Xeriscape Plan Guide, with at
least 75% of the total required plans being native very
drought tolerant species as listed in that Plant Guide.
6. Trees shall be at least 10' high and 2" diameter
measured 4' above ground level at the time of
planting.
Landscaping Requirements Trees Shrubs
1 tree and 3 shrubs for every 3,000 sf of lot 70 210
area — 4.82 acres
Buffer 10' street — 2' other Property Lines (PL) 38 114
—1 tree, 3 shrubs for every 300 sf of required
landscaping
985 If on street and 1,196 If on other PLs
18 sf of landscaping for every parking space — 11 33
1 tree and 3 shrubs for every 72 sf of
landscaping — 33 proposed parking spaces
Landscape islands min 5' x 15' every 10 0 0
spaces max, uninterrupted spaces 12
Individual Single Family 0 0
Multifamily One Bedroom (2 trees per unit) 2 0
Multifamily two to four Bedrooms (3 trees 6 0
per unit)
Mobile Home Park or subdivision (2 trees per 0 0
dwelling)
Assisted Living facilities, nursing home (1 tree 0 0
per two units or bedrooms)
Multifamily One Bedroom (2 trees per unit) 0 0
Tota I: 70 210
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SW 7TH AVEN U E OKEECHOBEE AVE.(P)
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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.
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FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
Steven L. Dobbs
Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
Phone: (863) 824-7644
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Note: Since the landscaping requirement is met in the parking, buffers and islands no additional
landscaping is required.
I I I I I I I I I I I I_J- I- I- L � I I I I I I I�
LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
LANDSCAPING PLAN
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
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of Florida, Inc.
JOB No.: 2019-043
SHEET
% OF H
GENERAL NOTES
1. Contractor is responsible for checking actual site conditions before starting
construction.
2. Any discrepancies on the drawings shall be brought to the attention of the
engineer before commencing work.
3. Contractor shall obtain all required building permits before commencing work.
4. Contractor shall be responsible for location of all existing utilities. The contractor
shall contact all concerned utilities at least 48 hours in advance for construction
operations.
5. No field changes or deviations from design to be made without prior approval of
the engineer.
6. All construction shall be completed in accordance with the applicable ordinances
of City of Okeechobee, Florida.
7. Contractor shall supply density tests to engineer on all sub-grade and base. Tests
shall be prepared per AASHTO T-180 method.
8. Slope grades from elevations shown to existing grade at property line.
9. Engineer shall be notified at least 48 hours in advance for any inspection.
10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards.
11. Erosion and sedimentation control techniques shall be incorporated during
construction as follows:
(1) silt screens shall be maintained at the project perimeter.
(2) No off-site discharges shall occur during construction. In the event discharge is
required, hay bales and/or turbidity curtains shall be incorporated at the discharge
point as necessary to control turbidity.
EROSION AND SEDIMENTATION CONTROL NOTES
Construction activities can result in the generation of significant amounts of pollutants
which may reach surface or ground waters. One of the primary pollutants of surface
waters is sediment due to erosion. Excessive quantities of sediment which reach water
bodies of floodplains have been shown to adversely affect their physical, biological and
chemical properties. Transported sediment can obstruct stream channels, reduce
hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts
and other works, and eliminate ethic invertebrates and fish spawning substrates by
siltation. Excessive suspended sediments reduce light penetration and therefore, reduce
primary productivity.
MINIMUM STANDARDS:
1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-distributing
activity and shall be made functional before unslope land disturbance takes place.
2. All sediment control measures are to be adjusted to meet field conditions at the time of
construction and be constructed prior to any grading or disturbance of existing surface
material on balance of site. Perimeter sediment barriers shall be constructed to prevent
sediment or trash from flowing or floating on to adjacent properties.
3. Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at final
grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be
applied to areas that are to be left undisturbed for more than one year.
4. During construction of the project, soil stockpiles shall be stabilized or protected with
sediment trapping measures. The applicant is responsible for the temporary protection
and permanent stabilization of all soil stockpiles on site as well as soil intentionally
transported from the project site.
5. A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established until a
ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to
survive and will inhibit erosion.
6. Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions immediately after installation.
ENGINEER OF RECORD /NSPECT/ON REQUIREMENTS
F.B.V. DENSITY L.B.R. THICKNESS
MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING
LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE LINEAR SQUARE
FEET FEET FEET FEET FEET FEET FEET FEET
COMPACTED OR 200 5,000 200 5,000 200 5,000 300 10,000
STABILIZED GRADE
ROCK BASE ---- ---- 300 10,000 300 10,000 300 10,000
SHELL ROCK ---- ---- 300 10,000 ---- ---- 300 10,000
ASPHALT ---- ---- ---- ---- ---- PER PER
INSP. INSP.
ALL TESTING SHALL BE TAKEN lN A STAGGERED SAMPLING PATTERN FROM A POINT 12"
lNSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT lNSIDE OF THE
EROSION AND SEDIMENTATION CONTROL NOTES -(continued)
7. SurFace runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The sediment
basin shall be designed and constructed to accommodate the anticipated sediment loading
from the land-disturbing activity. The outfall device or system design shall take into account
the total drainage area flowing through the disturbed area to be served by the basin.
8. After any significant rainfall, sediment control structures will be inspected for integrity.
Any damaged devices shall be corrected immediately.
9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
10. Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
11. Sediment will be prevented from entering any storm drain system, ditch or channel. All
storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or
otherwise treated to remove sediment.
12. Before temporary or newly constructed stormwater conveyance channels are made
operational, adequate outlet protection and any required temporary or permanent channel
lining shall be installed in both the conveyance channel and receiving channel.
13. When work in a live watercourse is perFormed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest extent
possible during construction. Nonerodible material shall be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
14. When a live watercourse must be crossed by construction vehicles, a temporary stream
crossing constructed of nonerodible material shall be provided.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16. Periodic inspection and maintenance of all sediment control structures must be provided
to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall
be continually responsible for all sediment leaving the property. Sediment control measures
shall be in working condition at the end of each working day.
17. Underground utility lines shall be installed in accordance with the following standards in
addition to other applicable criteria:
A. No more than 500 linear feet of trench may be opened at one time.
B. Excavated material shall be placed on the uphill side of trenches.
C. Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not adversely
affect flowing streams or off-site property.
D. Restabilization shall be accomplished in accordance with these regulations.
18. Where construction vehicle access routes intersect paved public roads, provisions shall
be made to minimize the transport of sediment by tracking onto the paved surface, where
sediment is transported onto a public road surface with curbs and gutters, the road shall be
cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by
shoveling or sweeping and transported to a sediment control disposal area. Street washing
shall be allowed only after sediment is removed in this manner. This provision shall apply to
individual subdivision lots as well as to larger land-distributing activities.
19. All temporary erosion and sediment control measures shall be removed within 30 days
after final site stabilization or after the temporary measures are no longer needed, in the
opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary
measures shall be permanently stabilized to prevent further erosion and sedimentation.
20. Properties and waterways downstream from construction site shall be protected from
sediment disposition and erosion.
21. Phased projects should be cleared in conjunction with construction of each phase.
22. Erosion control design and construction shall follow the requirements in Index Nos. 101,
102 and 103 of FDOT Roadway and Traffic Design Standards.
23. The Reviewer may approve modifications or alter plans to these erosion control criteria
due to site specific conditions.
ENGINEER OF RECORD INSPECTION REQUIREMENTS
CONTRACTOR TO CALL CONTRACT ENGINEER OF
RECORD 48 HOURS ADVANCE FOR FOLLOWING
INSPECTIONS:
9. PRECONSTRUCTION MEETING
2. DRAINAGE PIPE (UNCOVERED)
3. PAVEMENT SUBGRADE
4. PAVEMENT BASE
5. FINAL
Earthwork and Drainage Specifications
1. Clearin� and Grubbin�: Clearing and grubbing shall be performed within the limits of the project work in
accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall
include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps, roots, grass,
weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed
finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the
exception of areas specifically noted on the landscape plans as preserve areas or as areas to remain
un-cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing
operation. Prior to initiating the clearing operation, all adjacent wetland and preserve areas shall be marked
and flagged in accordance with the City of Okeechobee and South Florida Water Management District
(SFWMD) requirements All such areas immediately adjacent to the clearing operation shall also be
protected by the installation of temporary silt barriers in accordance with the requirements of The City of
Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding and mulching all
disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found
elsewhere on this sheet.
All material shall be removed from the site and shall be legally disposed of in accordance with all local, state
and federal requirements.
2. Earthwork and Gradin�: All earthwark and grading shall be performed as required to achieve the final
grades, typical sections and elevations shown on the plans. In all other respects, materials and construction
methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT
Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road
grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils
Report, if available. The specifications and recommendations included in that report shall be considered as a
part of these plans and specifications. Should there be any conflict between that document and any
requirements of these drawings or specifications, the most restrictive requirement shall govern.
3. Pavin� Improvements: All areas proposed for paving shall be constructed in accordance with the design
grades and typical sections shown on the drawings, and in conformance to the requirements of the City of
Okeechobee and Florida Department of Transportation.
A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the
requirements of Sections 300-1 through 300-7 of the FDOT Specifications. Prime Coat shall be
applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square
yard, unless otherwise approved by the Engineer.
Asphalt surface course thickness and material shall be as shown on the typical sections and shall in
all ways conform to the requirements of FDOT.
B. Base: Limerock base material shall be compacted to 98% of maximum density per AASHTO
T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate,
cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the
compaction specifications detailed above and included in the Soils Engineer's report.
C. Sub-grade: Sub-grade shall be compacted to 98% of maximum density per AASHTO T-180, and
stabilized to a minimum FBV of SOpsi. Sub-grade shall be thoroughly rolled with a pneumatic tired
roller prior to scheduling any sub-grade inspection.
D. Valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by
extruding machine or forms as shown on the plans. Minimum concrete compressive strength shall
be 3,OOOpsi after 28 days. Sub-grade shall be moistened at the time concrete is placed to insure a
uniformly damp surface. Ready-mix concrete shall have a slump of between 2 and 4 inches. No
water shall be added to increase workability. Test cylinders shall be made for the strength testing
of each batch of concrete for at least 7 and 28 day testing.
E. Sod: A minimum of a two-foot wide strip of sod, or as otherwise shown on the plans, shall be
placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil
stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981. Generally, the
sodding requirements shall be as specified on the landscape plans, prepared by Others.
F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch
upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in
conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a
stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This
applies only to those areas not covered by the sodding specified in the landscape plans, prepared by
Others.
G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to
conduct all required testing on sub-grade, base, asphalt and concrete. Locations required for these
tests shall be as required by the City of Okeechobee, and/or in the case of the turn-lane
improvements as required by the City of Okeechobee. At a minimum, testing shall be as
recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the
deficiencies and retest the work until compliance with the specifications is demonstrated.
H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the
requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee.
Maintenance of traffic During Construction shall be as required by FDOT.
Continued:
4. Draina�e Improvements: All labor, materials and construction methods shall be in conformance to the
minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications.
Trench excavation and back-filling operations shall meet or exceed the requirements of FDOT Specifications,
Section 125. The Contractor shall provide the necessary back-fill compaction testing required to demonstrate
compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per
the details and per FDOT specifications.
The Contractor shall comply with Chapter 90-96, Laws of Florida, w'ch requires the Contractor
performing trench excavations over five feet in depth comply with all applicable trench safety
standards and shoring requirements as set forth in the Occupational Safety and Health
Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub-part P and
incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with
this requirement shall be included as a separate line item on the Contractor's bid. Otherwise,
Contractor certifies that the cost of compliance is included in the unit cost of all items of work to
which this requirement applies.
A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM
Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall be soil-tight.
Pipe gasket shall conform to FDOT Specifications, Section 942.
B. Corrugated Metal Pipe (CMP): All CMP shall be Steel, round, helical-wound corrugated pipe
conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a
minimum of 2 annular corrugations for the complete band width. All joints shall be soil-tight. All
connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7
inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger
pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at
maximum lengths to reduce the number of joints.
C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round, helical-wound
corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall
be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall
be soil-tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket
of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and
smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CAP shall be
installed at maximum lengths to reduce the number of joints.
D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming
to ASTM D3350 minimum cell classification 435400C, round, only annular corrugations and
conforming to FDOT Section 948-2.3. All joints shall be soil-tight. All connecting bands shall be
corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick
shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at
least 10-1/2 inches in width. All HDPE shall be installed at maximum lengths to reduce the number
of joints.
E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth interior
shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated
Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible
cracks, holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi
stiffness when tested in accordance with ASTM Test Method D2412. There shall be no evidence of
splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949
section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of
12454B as defined in ASTM Specification D1784.
F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push-on joints (no glued joints) and
shall be as specified for sanitary sewer construction, except that it shall be white in color. Any
portion of the PVC storm pipe that may be exposed to sunlight, such as its outlet to the detention
pond, shall be painted to protect it from UV light.
G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, and junction boxes shall be
precast concrete conforming to ASTM C-478 and 64T. All concrete shall have not less than
4000-psi compressive strength at 28 days. Structure sections shall be joined with a mastic sealing
compound. The remaining space shall be f lled with the cement mortar and finished so as to produce
a smooth continuous surface inside and outside the wall sections. All openings in precast structures
shall be cast at the time of manufacture. Holes for piping shall be six inches larger than the outside
diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely
filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M
C-270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by
volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to ASTM
C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast
structures for his approval prior to fabrication. Shop drawings shall show all dimension, reinforcing
steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted
grate.
H. Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas
shall be as follows: One test location midway between structures and one test location adjacent to
each structure. Engineer may request additional locations. Testing in each location shall begin in
the first foot above the culvert with tests every two feet to within two feet of the sub-grade. Density
shall be to 100 percent of maximum as determined by AASHTO T-99.
I. Control Structures: Shall be constructed per the above specifications for Inlets, Manholes, and
Junction Boxes except that the structures shall include the bleeders and weirs as shown on the detail.
J. Rip-Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at
the control structures and the downstream bubble-up structures. The rubble shall be of material and
placed in accordance to FDOT Section 530-2.3 (material) and FDOT Section 530-3.3 (Construction
Methods). Should broken concrete be used as the rubble, it shall be free from reinforcing bars or
wire mesh. The contractor shall use care in the placement of the stone so that it is not dropped on
thew fabric in such a fashion that tears the fabric. The fabric shall be as specified in FDOT Section
985 and shall be of the woven design and as specified for use with riprap per Table 1 of this section.
The bedding stone shall be of the type typically used for drainfield rock and shall meet the
requirements of FDOT for drainfield rock.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC.
�
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Steven L. Dobbs
Engineering, LLC
1062 JAKES WAY
Okeechobee, FI 34974
Phone: (863) 824-7644
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
_--
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���
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LOUMAX DEVELOPMENT, INC.
PROPOSED SITE IMPROVEMENTS
LOCATED IN THE CITY OF OKEECHOBEE
GENERAL NOTES & SPECIFICATIONS
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
, ;
� ,
of Florida, Inc.
JOB No.: 2019-043
SHEET
H OF H