HomeMy WebLinkAboutItem 25 Approval of 429 Business Center Phase II West Large Scale Final Site Plan and Development AgreementMeeting Date: December 5, 2023
Item #: 25
Contact Name: Anoch Whitfield Department Director: Michael Rumer
Contact Number: Ext. 1016 City Manager: Robert Frank
Background Summary:
The property is located on the west side of the canal and east side of Pine Street, beginning approximately 462 feet
north of Palm Drive. It is within Commission District 3, the SR 429 Overlay District Business Center Character Area
and the Wekiva Study Area. The property contains three (3) parcels, totaling approximately 5.58 acres, which
were approved for a Small -Scale Comprehensive Plan Future Land Use Map Amendment to Light Industrial
and associated Rezoning to 1-1 on May 17, 2022. The table below lists the future land use designations, zoning
classifications, and existing land uses of the surrounding parcels,
Direction
Future Land Use
Zoning Classification
Existing Land Use
North
Low Density Residential
R-1A
Residential
South
Low Density Residential
& High Density
Residential
R-1A & County A-2
Residential
East
Conservation & Light
Industrial
1-1
Vacant
West
Low Density Residential
A-2 & R-1 A
Residential
On September 20, 2022, the City approved the Large -Scale Preliminary Site Plan for the 429 Business Center
Phase II - West Development, which consists of a 70,720 SF light industrial and flex warehouse development
contained in a single building. This 429 Business Center Phase II - West Development is part of a larger
development, which includes 429 Business Center Phase II East, located on the east side of the canal and
west side of Ocoee Apopka Road.
In terms of traffic and access, the site plan shows two (2) driveway access points off of Pine Street. However,
per the conditions of approval for the Small Scale Comprehensive Plan Future Land Use Map Amendment
and Rezoning, industrial and commercial traffic and vehicles will not be allowed to utilize Pine Street until such
time that Pine Street is designed and improved to support non-residential traffic. Mechanisms will be required
to be put in place to limit or avoid cut -through traffic once Pine Street is improved. Instead, the development
of this site will be dependent upon and utilize the future east -west road located along the north property
City of • •-- - 1 N. Bluford ' • re_ Florida 34761
• - (4 ' i1 • i-- • t
Page 537 of 593
boundary and extending to Ocoee Apopka Road. This new roadway will be designed and constructed to City
standards and will be dedicated to the City. It is consistent with the transportation vision for the Business
Character District and will connect this project to the Phase 11 East project.
Stormwater will be provided on -site at the rear of the property adjacent to the canal, and water and sewer utility
services will be provided by the City.
Approval of this final site plan is in conjunction with a Development Agreement.
Issue:
Should the City Commission approve the Large -Scale Final Site Plan for the 429 Business Center Phase 11
West Development located at 701, 707, and 711 Pine Street, assigned parcel ID numbers 18-22-28-0000-00-
005, 18-22-28-0000-00-106 and 18-22-28-0000-00-105?
Recommendations:
Staff recommends that the City Commission approve the Large -Scale Final Site Plan for the 429 Business Center
Phase 11 West Development located at 701, 707, and 711 Pine Street, assigned parcel ID numbers 18-22-28-0000-
00-005, 18-22-28-0000-00-106 and 18-22-28-0000-00-105.
Attachments:
1. Location Map
2. Aerial 429 Center West
3. West Zoning Map
4. Civil Plans
5. Landscape Plans
6. Building Elevations
7. 429 Business Center Ph 11 West DevAgreement(1537881492.4)
Financial Impacts:
None
Type of Item: Consent
City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761
Phone: (407) 905-3100 - www.ocoee.org
Page 538 of 593
429 Business Center Phase II East & West
Cn
0
Location Map
West ■ East
Page 539 of 593
Page 540 of 593
429 Business Center Phase II West
Surrounding Zoning Map
Development Services
Department
0 90 180 360
Feet
Created: September 2022
MSubject P roperty
Zoning Classification:
General Agricultural (A-1)
Suburban (A-2)
Single -Family Dwelling (R-1AAA)
Single -Family Dwelling (R-1AA)
Single -Family Dwelling (R-1A)
Single -Family Dwelling (R-1)
One- & Two -Family Dwelling (R-2)
No Multiple -Family Dwelling (R-3)
Mobile Home Subdivision (RT-1)
Professional Offices & Services (P-S)
Neighborhood Shopping (C-1 )
Community Commercial (C-2)
ININGeneral Commercial (C-3)
Restricted Manufacturing
"& Warehousing (1-1)
General Industrial (I-2)
Commercial (PUD)
Low Density (PUD)
Medium Density (PUD)
High Density (PUD)
Public Use (PUD)
VAV
Unclassified
Page 541 of 593
DEVELOPER:
TSG DEVELOPMENT, INC.
MR. J. WILSON McDOWELL
250 S. ORANGE AVENUE
SUITE 700
ORLANDO, FL 32801
TEL: 407-930-1801
E—MAIL: WILSON.MCDOWELLOJLL.COM
SURVEYOR:
BENCHMARK SURVEYING & MAPPING, INC.
3110 RED FOX RUN
KISSIMMEE, FL 34746
TEL: 407.654.6183
ATTN: BILLY JOE JENKINS, JR. P.S.M.
EMAIL: JOEOBENCHMARKSURVEYINGANDMAPPING.COM
ARCHITECT:
C4 ARCHITECTURE
CLARK STRANAHAN
135 W CENTRAL BLVD, SUITE 340
ORLANDO, FL 32801
TEL: 407-221-7864
E—MAIL: CSTRANAHANOC4ARCHITECTURE.COM
ENGINEER:
KLIMA WEEKS CIVIL ENGINEERING, INC.
SELBY G. WEEKS, P.E., LEED AP
385 DOUGLAS AVE., STE. 2100
ALTAMONTE SPRINGS, FL 32714
TEL: 407.478.8750
FAX: 407.478.8749
E—MAIL: SWEEKS@KLIMAWEEKS.COM
LANDSCAPE ARCHITECT:
BONNET DESIGN GROUP, LLC
TODD W. BONNET, RLA
400 S. ORLANDO AVENUE, SUITE 201
MAITLAND, FL 32751
TEL: 407-622-1588
E—MAIL: TODD@BONNETTDESIGNGROUP.COM
I
4)
GEOTECHNICAL ENGINEER:
ARDAMAN & ASSOCIATES, INC.
8008 S. ORANGE AVENUE
ORLANDO, FL 32809
TEL: 407-855-3860
FAX: 407-859-8121
ATTN: CHUCK CUNNINGHAM, P.E.
E—MAIL: CCUNNINGHAM®ARDAMAN.COM
TRAFFIC ENGINEER:
TRAFFIC PLANNING AND
DESIGN, INC.
TURGUT DERVISH, P.E.,
PRESIDENT
535 VERSAILLES DRIVE
MAITLAND, FL. 32751
TEL: 407-628-9955
E—MAIL: TURGUT®TPDTRAFFIC.COM
Li
WATER/SEWER RECLAIM:
z
CITY OF OCOEE
1800 A. D. MIMS ROAD
OCOEE, FL 34761
TEL: 407-905-3159
FAX: 407-877-5899
ATTN: JAMIE CROTEAU
UTILITIES DIRECTOR
FIRE & RESCUE DEPARTMENT:
CITY OF OCOEE
563 S. BLUFORD AVE.
OCOEE, FL 34761
TEL: 407-905-3140
FAX: 407-905-3129
ATTN: JOHN MILLER
FIRE CHIEF
CITY OF OCOEE 0
PLANNING ZONING AND DEVELOPMENT DEPT.
1 N. BLUFORD AVENUE
OCOEE, FL 34761
TEL: 407-905-3157
FAX: 407-905-3158
ATTN: MICHAEL RUMER
DEVELOPMENT SERVICES DIRECTOR
ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT
601 S. LAKE DESTINY ROAD,
SUITE 200
MAITLAND, FL 32751
TEL: 407-659-4800
LARGE SCALE FINAL SITE PLAN
AUGUST 2023
18-22-28-0000-oo-105
18-22-28-0000-oo-ioI6
r-8-22-28-000O-00-005
SHEET INDEX:
C000
COVER SHEET
Si
BOUNDARY & TOPOGRAPHIC SURVEY
C100
SITE PLAN
C200
EROSION CONTROL & DEMOLITION PLAN
C300
GEOMETRY, STRIPING & SIGNAGE PLAN
C400
GRADING & DRAINAGE PLAN
0 C500
UTILITY PLAN
C501
UTILITY PLAN AND PROFILE
0 C502
MASTER UTILITY PLAN
C600
SITE DETAILS
C6o1
EROSION CONTROL & DEMOLITION DETAILS
C700
DRAINAGE DETAILS
0 C800
WATER & SANITARY DETAILS
C801
WATER & SANITARY DETAILS
C802
WATER & SANITARY DETAILS
C803
LIFT STATION DETAILS
Pe
701, 707, 711 PINE STREET OCOEE, FL 34761
D[UNIN wilm0 w m •
a
W9
NORTH 1 /2 OF SOUTHWEST 1 /4 OF NORTHEAST 1 /4 OF NORTHWEST 1 /4 AND SOUTH 1 /2 OF NORTHWEST
1 /4 OF NORTHEAST 1 /4 OF NORTHWEST 1 /4 OF SECTION 18-22-28, ORANGE COUNTY, FLORIDA (LESS
WEST 448 FEET OF SOUTH 100 FEET OF NORTH 1 /2 OF SOUTHWEST 1 /4 OF NORTHEAST 1 /4 OF
NORTHWEST 1 /4 OF SECTION 18-22-28, AND LESS THE LAND LYING EAST OF CENTER LINE OF THE DITCH
SURVEY LINE DESCRIBED AS FOLLOWS: COMMENCE ON EAST LINE OF NORTHWEST 1 /4 OF SECTION AT A
POINT 343.60 FEET NORTH OF THE SOUTHEAST CORNER THEREOF AND RUN SOUTH 89002'48" WEST 55.17
FEET; THENCE RUN NORTH 51 °44'12" WEST 996.47 FEET; THENCE RUN NORTH 0°57'42" WEST 298.7 FEET;
THENCE RUN NORTH 0°30'18" EAST 290.02 FEET; THENCE RUN NORTH 0046'42" WEST 255.38 FEET; THENCE
RUN NORTH 07°33'18" EAST 318.92 FEET; THENCE RUN NORTH 04°59"18" EAST 149.98 FEET; THENCE RUN
NORTH 13°21'18" EAST 152.42 FEET; THENCE RUN NORTH 02°18'42" WEST 150.80 FEET TO THE NORTH LINE
OF SAID SECTION 18.)
ALSO LESS THE SOUTH 2O.00 FEET OF THE WEST 449.00 FEET OF THE ABOVE DESCRIBED PARCEL.
ALSO LESS THAT PORTION CONVEYED TO THE CITY OF OCOEE BY SPECIAL WARRANTY DEED RECORDED IN
INSTRUMENT NUMBER #20200486135, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
mein me �: o
ZONING: 1-1
L101 LANDSCAPE PLAN EXISTING USE: SINGLE FAMILY RESIDENCES
L102 LANDSCAPE NOTES & DETAILS PROPOSED USE: WAREHOUSE
1 L201 IRRIGATION PLAN FUTURE LAND USE: (LI) LIGHT INDUSTRIAL
L202 IRRIGATION NOTES AND DETAILS
A103 ARCHITECTURAL SITE PLAN AND DUMPSTER DETAILS
A4o1 BUILDING boo ELEVATIONS CHARACTER AND INTENDED USE:
E201 SITE LIGHTING PHOTOMETRICS THE PROPOSED CONSTRUCTION CONSISTS OF A 71,008 SF SINGLE STORY WAREHOUSE BUILDING, PARKING LOT,
E202 PHOTOMETRIC CUTSHEETS ASSOCIATED WATER, SEWER AND STORMWATER.
E203 PHOTOMETRIC CUTSHEETS
E204 PHOTOMETRIC CUTSHEETS FLOOD ZONE:
VICINITY & EXISTING ZONING MAP
N.T.S. 701, 707, 711 PINE STREET, OCOEE
SUBJECT PROPERTY LIES WITHIN ZONE X, AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN, AND ZONE AE, AND AREA WHERE BASE FLOOD ELEVATIONS ARE DETERMINED (114') ACCORDING
TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP NUMBER 12095CO210H, DATED
SEPTEMBER 24, 2021.
NO.
REVISION
BY
DATE
1
AGENCY COMMENTS
JD / DB
03.20.23
2
SJRWMD PAC
JD / DB
04.21.23
CITY COMMENTS
JD / DB
o6.26.23
CITY COMMENTS
JD / DB
07.27.23
LA -
Filename : C000—00VR—WEST-21TSGD001.dwg
Plot Date : Aug. 01, 2023 9:46am
Page 542 of 593
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z
LEGEND:
LIGHT -DUTY ASPHALT PAVEMENT
(REFER TO DETAIL, SHEET C600)
4" CONCRETE WALK
(REFER TO DETAIL, SHEET C600)
0
6" CONCRETE WALK
(REFER TO DETAIL, SHEET C600)
CONCRETE PAVEMENT
(REFER TO DETAIL, SHEET C600)
HEAVY DUTY ASPHALT PAVEMENT
(REFER TO DETAIL, SHEET C600)
CONCRETE DUMPSTER PAD PAVEMENT
(REFER TO DETAIL, SHEET C600)
GRAPHIC SCALE
30 0 15 30 60
GENERAL NOTES IN FEET )
}
" 1, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS
I AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY
(............ N ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION.
I
2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD
DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH
THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS.
3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL
CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING
1O LOCATIONS AT THE TIME THE BORINGS WERE MADE.
Q
PROPOSED
4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE
POND BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE
- CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION.
o 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
..........�
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT THE MORE STRINGENT SPECIFICATION SHALL I APPLY, AS
20.00. DETERMINED BY THE ENGINEER -OF -RECORD OR THE CITY ENGINEER.
I FEMA FLOODPLAIN LINE I 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SNORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH
WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK.
8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED ED OFF -SITE IN A LEGAL
' I
MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK
AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
.. a i - " 1 0.00
2 ACCESSIBLE __-_- 2 -- 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND
1 N -N-
PARKING SPACES AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY.
5' ACCESS AISLE
10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE SURVEY.
a
11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT.
BUILDING 600 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS.
2...00
_ I �
13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE
u 71,008 SF
m CD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION FY 2021-22 STANDARD
� X z
PLANS.
m
- -
l _ I
........
�" "�, u, I � 14. MAINTENANCE OF TRAFFIC. ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE
N DUMPSTER ENCLOSURE m
�, 10.......... , o - CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC
®„
(REFER TO ARCHITECTURAL ® SHALL BE IN ACCORDANCE WITH INDEX NO. 102 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION FY 2022-23 STANDARD PLANS.
Q „ . PLANS FOR DETAILS 15. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING:
. b (2) ACCESSIBLE ) (FY 2022-23 )
'PARKING SPACES AND � '-� I A. TYPE >,C„ INLET (INDEX No. 425-052)
W B. TYPE V INLET INDEX No. 425-041
�.. 5 ACCESS AISLE � �; ( )
�-+ C. MITERED END SECTION (INDEX No. 430-021)
D. CONCRETE BOX CULVERT WINGWALLS AND HEADWALLS INDEX No. 400-289 400-291 400-292
N E. CURB RAMP (INDEX No, 522-002)
' F. CURB TRANSITION (INDEX No. 520-001)
CD
W G. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX No. 520-001)
.. H. CROSSWALK, STOP BAR (INDEX No. 711-001)
AERIAL FIRE TRUCK MODEL ...
� ,.---- � -- � I � I. PAVEMENT ARROWS (INDEX No. 711-001)
W I z. J. STRUCTURE BOTTOMS TYPE "J" AND "P" (INDEX No. 425-010)
=D ,
" K. SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS (INDEX No. 425-001)
a
. .. L. CONCRETE SIDEWALK (INDEX No. 522-001)
. - - - M. TYPE "D" CURB (INDEX No. 520-001)
>-4.
D N. O. TYPE „F„ B & GUTTER (INDEX No. 520-001)
„ r, VALLEY GUTTER (INDEX No 520-001)
(ALL NUMBERS REFERENCED ARE PER FDOT STANDARD PLAN INDEX)
4.4I �� �. ( 16. AS -BUILT DRAWINGS, SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, SHALL BE PROVIDED PER THE PROJECT
o IO
SPECIFICATIONS AND CITY OF OCOEE REQUIREMENTS, AND SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING
P DRAINAGE T STANDARDS MANUAL IN THE FOLLOWING FORMATS:
H
_ EASE'MEN�
IL
N- ; O.R. 901, PG. 209 A. 1 PDF COPY
...... B. CAD COPY DRAWN IN STATE PLANE COORDINATES
6..... AS -BUILT DRAWINGS MUST ALSO COMPLY WITH FDOT AND SJRWMD REQUIREMENTS.
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I
7. ALL SIGNAGE FOR THE PROJECT HALL COMPLY WITH THE ADOPTED CITY OF OCOEE IGNAGE REGULATIONS.
,E.......... � \ J�,J
1 C S C C S
I
18. THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS ET FORTH IN THESE GENERAL NOTES SHOULD B FOLLOWED.
I a \ S S E C S S S E
ll.l...... �.
f
19. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF ONE FOOT (1').
20. FINISHED FLOOR ELEVATION WILL EXCEED THE 100-YEAR FLOODPLAIN BY A MINIMUM OF TWO FEET (2').
Z�3\
FUTURE LAND USE
REQUIRED:
OFFICE: 1 SPACE PER 300 SF Po t
INDUSTRIAL: 1 SPACE PER 1,000 SF*
* CITY OF OCOEE DOES NOT HAVE A SPECIFIC PARKING STANDARD FOR NON -MANUFACTURING WAREHOUSE,
TOTAL BUILDING AREA: 71,008 SF
SOILS
THEREFORE, [(1 SPACE/300 SF x 3,600 SF) + (1 SPACE/1,000 SF x 67,408 SF)] = 79 SPACES
POMELLO FINE SAND REQUIRED PARKING: 79 SPACES
SMYRNA-SMYRNA, WET. FINE SAND
WABASSO FINE SAND
PROVIDED PARKING:
PROPOSED REGULAR PARKING SPACES: 71
PROPOSED ACCESSIBLE PARKING SPACES: 4
TOTAL PROPOSED PARKING SPACES: 75* .�
PROPERTY INFORMATION:
PARCEL IDs: 18-22-28-0000-00-105
18-22-28-0000-00-106
18-22-28-0000-00-005
ADDRESS: 701, 707, 711 PINE STREET, OCOEE, FL 34761
EXISTING USE: SINGLE FAMILY RESIDENCES
PROPOSED USE: WAREHOUSE
CHARACTER AND INTENDED USE
THE PROPOSED CONSTRUCTION CONSISTS OF A 71,008 SF
SINGLE STORY WAREHOUSE BUILDING, PARKING LOT,
ASSOCIATED WATER, SEWER AND STORMWATER.
BUILDING SETBACKS
VAR®(IDENTIFICATION)
FRONT (WEST) -
SIDE (NORTH) -
SIDE (SOUTH) -
REAR (EAST) -
LANDSCAPE BUFFERS
YARN (IDENTIFICATION
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
REAR (WEST)
BUILDING SETBACKS
REQUIRED
PROVIDED
35'
86'
15,
15,
20'
46'
10'
19 6'
LANDSCAPE BUFFERS
REQUIRED
PROVIDED
15'
15'
10'
15'
8'
1 1 '
0'
7 3'
•
TOTAL PROJECT AREA: 256,932
5.90
100.0
EXISTING IMPERVIOUS: 7,618
OA 7
3.0
EXISTING OPEN SPACE: 249,314
5.72
97.0
PROPOSED IMPERVIOUS: 178,840
4A 1
69.6
0
PROPOSED OPEN SPACE: 78,092
1.79
30.4 2
PROPOSED ISR = 0.70
MAXIMUM IMPERVIOUS SURFACE PERMITTED:
70%
1 PROPOSED IMPERVIOUS SURFACE PERCENTAGE
IS
BASED ON THE
SITE AREA PRIOR
TO RIGHT-OF-WAY DEDICATIONS.
2 6,823 SF (0.16 AC) OF PERVIOUS AREA
IS WITHIN
THE FUTURE
RIGHT-OF-WAY.
BUILDING INFORMATION
PROPOSED BUILDING: WAREHOUSE, 71,008 SF
FBC CONSTRUCTION TYPE: II-B
MAX PERMITTED BUILDING HEIGHT: INDUSTRIAL: TWO-STORY
PROPOSED BLDG. HEIGHT: ONE-STORY, 45'-0"
MAXIMUM BUILDING COVERAGE PERMITTED: 30%
BUILDING COVERAGE: 28%*
*PROPOSED BUILDING COVERAGE IS BASED ON THE SITE AREA PRIOR
TO RIGHT-OF-WAY DEDICATIONS.
FEMA FLOOD DATA
SUBJECT PROPERTY LIES WITHIN ZONE X, AN AREA DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AND ZONE AE, AN AREA
WHERE BASE FLOOD ELEVATIONS ARE DETERMINED (114') ACCORDING TO
THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP
NUMBER 12095CO210H, DATED SEPTEMBER 24, 2021.
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
as
9
revision
description
date
Al
0
0
0
0
AGENCY COMMENTS o3.> 6.23
SJRWMD PAC
o4.2i.23
CITY COMMENTS o6.26.23
CITY COMMENTS O ].2 ].23
drawn by: JD
checked by: SGW
date: 08/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C100-SITE-WEST-21TSGDoo1.DWG
* THIS
SITE
IS PROVIDING RIGHT-OF-WAY
AND A
CONNECTING SIDEWALK TO
THE MULTI -USE
TRAIL IN OCOEE-APOPKA
RD,
WHICH
REDUCES THE NEED
FOR PARKING;
THEREFORE, THE PROPOSED
PARKING COUNT
IS ACCEPTABLE.
Filename : C10D-SITE-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:49am
Page 543 of 593
DEMOLITION NOTES:
1. UTILITY LINES, CONDUITS,
&
STRUCTURES
WITHIN EXISTING EASEMENTS SHALL
BE LOCATED AND PROTECTED THROUGHOUT CONSTRUCTION
UNLESS SPECIFICALLY NOTED FOR RELOCATION OR REMOVAL.
2. UTILITY LINES, CONDUITS,
&
STRUCTURES
WITHIN NEW BUILDING AREA SHALL
BE DEMOLISHED, REMOVED FROM SITE, AND DISPOSED IN AN
APPROVED WASTE DISPOSAL AREA,
3 "BUILDING AREAS" SHALL
BE
CLEANED OF
ALL EXISTING PAVEMENT, BUILDING
SLABS, FOOTINGS, FOUNDATIONS, UTILITIES AND SEWERS. NO
EXISTING IMPROVEMENTS SHALL BE LEFT UNDER PROPOSED BUILDING AREAS.
4. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE BACK FILLED WITH SELECT BACK FILL MATERIAL. ALL SELECT BACK FILL
MATERIAL SHALL BE PLACED AND COMPACTED PER THE REQUIREMENTS OF THE SPECIFICATIONS AND THE ON -SITE GEOTECHNICAL ENGINEER,
5. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE.
6. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT
CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY.
7. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ASPHALT RESURFACING AND STRIPING TO ALL EXISTING ROADS WHICH ARE DAMAGED DURING CONSTRUCTION. ALL REPAIRS TO BE MADE IN ACCORDANCE WITH FDOT REQUIREMENTS.
9. ANY ENCOUNTERED CONTAMINATED MATERIALS SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS, PROVIDE TEMPORARY EROSION -
r
10. THE CONTRACTOR IS ADVISED THAT UNCHARTED UTILITIES MAY BE FOUND TO EXIST WITHIN THE CONSTRUCTION AREA AND THAT CONSTRUCTION OPERATIONS SHOULD BE CONDUCTED WITH CAUTION, CONTROL MEASURES FOR DITCH
11. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN REASONABLY GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, SIDE SLOPES
NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAW CUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL.
GABION BASKET AS TEMPORARY
EROSION CONTROL MEASURE IN
1❑ DITCH BOTTOM. I
7 7% / / //'///� /�7n I I
2 1l
50' GRAVEL CONSTRUCTION
ENTRANCE PER DETAIL, THIS
SHEET.
/j
CONTRACTOR SHALL COORDINATE WITH
POWER COMPANY TO REMOVE EXISTING
POWER POLE AND ASSOCIATED LINES
THAT SERVE EXISTING RESIDENCE TO
BE DEMOLISHED,
1
PROPERTY LINE
DEMOLITION LEGEND
NOTE: REFER TO DEMOLITION NOTES, THIS SHEET, FOR ADDITIONAL DETAILS
SILT FENCE (REFER TO DETAIL THIS SHEET)
TREE PROTECTION
BARRICADE (REFER TO TREE PROTECTION BARRIER DETAIL, SHEET C601)
EXISTING TREE TO
DIAMETER OF 36"
BE REMOVED (NOTE THAT THIS SITE IS WOODED AND ONLY TREES WITH A
OR GREATER ARE LOCATED ON THE SURVEY, ALL TREES WITHIN CLEARING
LIMITS ARE TO BE
REMOVED, WITH THE EXCEPTION OF THOSE SHOWN TO REMAIN.)
LIMITS OF CLEARING AND GRUBBING
REMOVE EXISTING
BUILDINGS, STRUCTURES, FOUNDATIONS, AND CONCRETE.
EXISTING UTILITIES TO REMAIN AND BE PROTECTED GRAPHIC SCALE
30 0 15 30 60
Q2 EXISTING WATER METER AND SERVICE LINE TO BE REMOVED. CONTRACTOR SHALL
CONFIRM THAT WATER METERS TO BE REMOVED SERVE RESIDENCES TO BE DEMOLISHED
AS PART OF THIS PROJECT PRIOR TO REMOVAL. CONTRACTOR SHALL DOCUMENT METER
SIZE WITH CITY OF OCOEE FOR IMPACT FEE CREDIT. ( IN FEET )
EROSION CONTROL NOTES
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS OF OCOEE, FLORIDA AND THE ST. JOHNS RIVER WATER MANAGEMENT
DISTRICT,
2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES
WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE.
3. SOIL MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF -PERIMETER AREAS OR IN
WATERWAYS, THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS,
4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION/SEDIMENT CONTROL EFFORTS. ANY
NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY.
5. ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC OR PRIVATE ROADS AND FACILITIES FROM THIS SITE, DUE TO
CONSTRUCTION, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
6. ALL PERMANENT EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS AND ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN 15
CALENDAR DAYS AFTER FINAL GRADING.
7. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.
8. THE EROSION CONTROL MEASURES ARE INTENDED AS MINIMUM STANDARDS. ANY EROSION CONTROL REQUIRED BEYOND THAT SPECIFIED SHALL BE
CONSIDERED AS INCLUDED WITHIN THIS CONTRACT.
9. IF OFFSITE TURBIDITY BECOMES EXCESSIVE, CONTRACTOR IS RESPONSIBLE FOR INSTALLING FLOC BLOCS AS NEEDED.
10 10. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES.
WHERE GRADE EXCEEDS 2%
EXISTING 2% OR GR p tER
P
FILTER FABRIC
SECTION A —A
A
FLOW
0
U_
DIVERSION
RIDGE
z 3
0
W
xa�=:A
W d G i
NOTE: IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE
OBLIGATED TO INSTALL ADDITIONAL MEASURES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL
TYPE III FILTER FABRIC
(IN CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
I�
OR
-
n.-
102 . 94PI
N.T.S.
SECTION
'ILTER FABRIC
LT FLOW
SILT FLOW
NOTE:
SILT FENCE PROTECTION SPACING FOR SILT FENCE TO
AROUND DITCH BOTTOM INLETS. BE IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
SILT FENCE APPLICATIONS
N.T.S.
Cnz
uA
Z
U
z`
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
revision
description
date
Al
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
Q3
CITY COMMENTS
o6.26.23
®
CITY COMMENTS
07.27.23
0
0
drawn by: JD
checked by: SGW
date: O$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C2oo-DEMO-WEST-21TSGDoo1.DWG
C ••
Filename : C200-DEMO-WEST-21TSGDOOt.dwg Plot Date : Aug. 01, 2023 9:50am
Page 544 of 593
i
� 7' STANDARD Y/Y RPMs, TYP. 2
0
6" DOUBLE YELLOW, 6" WHITE THERMOPLASTIC 0
THERMOPLASTIC EDGE LINE �' �CROSSWALK, WHITE S 4
1 7' STANDARD ®�-- HE - L�S-4D THERMOPLASTICS
CROSSWALK, WHITE Se4
4 WIDE YELLOW FIRE R3 a, - CONCRETE WHEELSTOP, TYP. LANE S RIPING
LANE STRIPING I (TRAFFIC PAINT, TYP.)
(TRAFFIC PAINT, TYP.)) z 33.00 r
- -.. -
67.00'
CD
�- BUILDING WALL BEARING
II I
rn Q c?-
00
TYPE "D" CURB, TYP. �_�
15 I - -
.. U, 5' CONCRETE WALK, TYP. �� 1
4' CONCRETE F UME I
WITH EN RGY
1 1
DISSIPATER (TYP.)
.�
� � I
1 <c
®
N PROPOSED 1
POND
_ f/l - x - I
N
� = - 1- 9'x20' PARKING SPACE' z `1
o ® 16
°� CURB RAMP'
�x o CR---C BUILDING boo
1 4
0 a 7ioo8' SF 0
S®2 i 120.00 � 4„ WIDE YELLOW FIRE I
oo LANE STRIPING _... STACKED STONE RETAINING WALL. WITH 4'
�`' a i (TRAFFIC PAINT, TYP.) BLACK VINYL CHAIN LINK FENCE. CONTRACTOR
2- 12 x20 ACCESSIBLE PARKING SPACES W/ SHALL DELIVER WALL DESIGN -BUILD. PROVIDE
24,00' I 5' WIDE ACCESS AISLE. REFER TO SHEET DUMPSTER NCLOSURE ENGINEERED WALL DRAWINGS, SIGNED AND
. - L C600 FOR REQUIRED STRIPING AND SIGNAGE (REFER TO RCHITECTURAL SEALED BY A FLORIDA REGISTERED STRUCTURAL
°
PLANS FOR DETAILS) m ENGINEER. PROVIDE SHOP DRAWINGS FOR
12 I _.2- 9'x20' PARKING SPACES' m TYPE "F" CURB &
JOOO/
CONFIRMATION OF WALL HEIGHT.
CURB AMP C % GUTTER 1
R S-2
-c 1
�x
Ui
-- 2- 12 x2Q ACCESSIBLE PARKING SPACES W/
5' WIDE ACCESS ;AISLE. REFERTO SHEET H
C600 FOR REQUIRED STRIPING AND SIGNAGE94
' a 1
e -
00
w
a x w�
1- 9'x20' PARKING SPACE
C0', I
x
z � 1
- 40
oQ
Ell
CD
o� 1
1
18
V)
LJ 4
TYPE „D" CURB, TYP. f-- �- M X {
_
20 ' 00, DIRECTIONAL ARROWS,
- -- WHITE TRAFFIC PAINT, TYP.
S� 1 26 30
0_1I7n'N4T7rPuv'XTnrPT7c
THREE (3) FOOT CURB TRANSITION SHALL BE PROVIDED AT ALL CURB TERMINATIONS I
EXCEPT WHERE CURB ABUTS RAISED WALK.
POINTS SHOWN ON THE PLANS HAVE BEEN SET AT FACE OF CURB, PC, PT, CURB
MIDPOINT AND INTERSECTIONS LOCATIONS. POINTS SHOWN ON UTILITY & STORM
STRUCTURES ARE AT THE CENTER OF THE STRUCTURE, I
REFER TO GRADING PLANS FOR LIMITS OF FLUSH AND RAISED CONCRETE WALKS.
DISPOSITION OF WALK/ASPHALT INTERFACE IS PROVIDED BY SPOT ELEVATIONS.
5
R1-1
S-1 STOP "STOP" SIGN (30" HIGH
INTENSITY GRADE SIGN).
24" WIDE STOP BAR
(WHITE THERMOPLASTIC).
s2 1
O �
-!> ! HANDICAP PARKING SIGN.
PARKING BY REFER TO SHEET C600
DISABLED FOR DETAIL.
PERMIT
ONLY
[$250 FINE
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
lSUM1111111 HIM
ll
S43
TYPE 4 OM4-3 ALL RED
RETROREFLECTIVE OBJECT
MARKER
R8-3A
S-4 DOUBLE SIDED, NO
(I ) PARKING SIGN IN R/W,
SPEED R2-1
CSCC 23 MPH SPEED LIMIT
LIMIT SIGN.
25
COORDINATE POINT TABLE:
Point Table
Point #
Description
Northing
Easting
1
PL
1543881.5848
478108.2035
2
PL
1543893.5259
478619.1419
3
PL
1543768.3363
478608.5606
4
PL
1543452.0710
478567.4965
5
PL
1543242.6610
478568.2858
6
PL
1543242.1937
478551.2324
7
PL
1543362.2129
478550.2910
8
PL
1543350.2126
478112.3716
9
BLDG. CORNER
1543819.7829
478195.5095
10
EOP
1543801.3962
478124.5927
11
EOP
1543708.4053
478125.8919
12
EOP
1543595.4921
478127.4693
13
EOP
1543493.5021
478128.8942
14
EOP
1543816.3368
478186.3900
15
EOP
1543741.3441
478187.4377
16
EOP
1543657.3523
478188.6111
17
EOP
1543551.3626
478190.0919
18
EOP
1543467.3708
478191.2653
19
EOP
1543348.2983
478102.3864
20
EOP
1543412.2974
478101.8843
21
EOP
1543832.5700
478120.1258
22
EOP
1543859.1250
478115.2440
23
EDP
1543882.9580
478657.3769
24
EDP
1543855.9654
478658.0086
25
WALL
1543817.0989
478419.4021
26
WALL
1543407.9468
478425.1182
27
CL
1543380.7733
478138.4699
28
CL
1543381.0806
478160.4677
29
CL
1543385.0199
478442.4402
30
CL
1543401.7488
478458.7081
31
CL
1543864.6549
478452.2410
32
CL
1543851.7026
478149.5340
33
CL
1543845.8475
478117.6849
34
CL
1543869.4617
478657.6928
35
POND
1543830.6500
478495.1731
36
POND
1543825.5815
478490.2906
37
POND
1543375.8137
478496.5741
38
POND
1543370.8854
478501.7105
39
POND
1543371.7505
478533.2800
40
POND
1543512.4494
478535.1456
41
POND
1543643.2805
478553.7525
42
POND
1543833.5967
478578.4069
0
z
uu
Z
U
z
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
revision description date
Al
A
0
0
0
AGENCY COMMENTS 03- 6.23
SJRWMD PAC 04.21.23
CITY COMMENTS o6.26.23
CITY COMMENTS 07.27.23
drawn by: JD
checked by: SGW
date: 08/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C3oo-GEOM-WEST-21TSGDoo1.DWG
Filename : C300-GEOM-WEST-21TSGDOOt.dwg Plot Date : Aug. 01, 2023 9:50am
Page 545 of 593
A
t
s
SLOPE FROM BACK OF CURB TO EXISTING
GRADE AT 4:1 MAX SLOPE
(TYP.)
PROPERTY LINE
11899
121.23
-
18 ���
. . .........�• .
120.85
D-03
121.53--
--
-
118.61
39LF
15"
118.50
119.99
121.15
120.85
39LF 15" 119.61
/
118.88
RCP
@ 0°30%
118.12
.
121.12
RCP @ 0.30%
I
° tt8.39
135LF 15
� --
' 121.98 121.42 --
121.48
_ �-
120.85
D-02
,19. 8
119.99
118.61
D-04
118.08
118.12RCP @ 0.30% 117.67
122.251
121.25 '
121.52
120.07 119.61
121.75
121.98 121.15120.95
223LF 15 RCP @ 0.30%
118.45
01
/
121.48.5
121.54
�
° T� 120.13
119.
'
rf"
11862
118.01
117.84
117.73
4' BLACK VINYL
1 118.40t(MEG)
1 118.40t(MEG)
e
- 121.65 -OF-WAY LINE rx I
122.07 12,.54 21.o FUTURE RIGHT 0
�,=-�-TOP 0�
_ - I 1 ,-y
HEADWALL
119.90 C .0. INV.=109..- . _
01 �22.24 ..J D-07 �i j �� 0 0 ° N
1 15.50
. (TYP. OF 29 � li i � .I `' 00 0 � , � �
t 121.37 122.19 112.25 000 000 4' BLACK VINYL
I B
❑00❑ ❑0❑
121.69 122.43 02 $.L4 L �11225 co 00 000 ,' ' CHAIN LINK FENCE
122.48 = r WINGWALLS TERMINATE
117.68/
i 21.82
m ® t ; AT 113 CONTOUR
,22.48 ,18.42 117.3d i m� ; WI
122.40T. BOTH SIDES
H TOP=114°50,
1122.40 „TYP8. 0 -
121.90 121.60 w ~
121.90 i
�i
_J= I I o I
45LF 6 PVC " i Cl-
__J � r
21.76 118.50
121.26 D 13
(
121.90 121.95 0 0 ® SURFACE WATER �141
121.40 w - w r"
r cl 00 ' IMPACTS= 0.03AC
C°0. a- ii 00 ® 2
121.68
INV.=109°58 ® " ® i , D-14
121.18 10LF
=D
121.43
s
w
9LF
o ,
1t2. � w
i w i
( 120.93 O 118.50 i 10LF
c' -� o � � � 40 LF 18
.116.86
12156 CD�' RCP @ 0.30%
( 120.
121;06 " D-08 ��
�.
CL
•4
121.44 121.96 ROOF DRAIN TO o s v A -A
120:96 SPILL TO GRADE
z 7oo �
(TYP.)
'L C, C- 10LF - LIMIT OF SURFAC WATERS IS T0l
.- ® �
i OF DITCH. AREA OF SURFACE
' C' ;; i ( 121.74 WATER WITHIN SITE = 0°31 AC ® , i
121.24 118.50 0Ln
--Ln o o CLAY CORE,
121.60 CD
® > REFER TO DETAIL,
,2,.,d ,22.,1 BUILDING 600 � �- � � ,�
�, SHEET C700
121.93 ro o w a
121.61 o w w 1,
121.43 ° o ' o
122.16 FF= 122.50
121.4t w x
122.31 0Ln CD
121.81 cL N'
"10LF' i
121.76 1, 8.50 118.36 117.68 k
21.56 1 7.97 o
l
�r o
117.30 ,; i �`
122.22 b 122.40 w FEMA FLOODPLAIN
118.41 o w w
121.72 121.90 118.11 �, LINE
122.48 n o
21.70 122.33 o a
121.83
122.48
a-
i
i
122.13 _-- ---117.7
i
121.63 21.63 122°40 ° 122.48 ' 118.50 __ 111-T_4 z w
-----------.---- n
121.51 121.90 m a 10L11
' 122.48 �18 39 118. 4
122.31 ; 117.7
122.17 121.70 121.81 - 117.33 Q D
121.67
-1 1118.11 xr
21.56 121.76 ,18.50 1 118.28 118.30 Q o i;
b 122.16 118.41 C'
®
CD
i W
IVY,h 121.41 121.93 121.61
121.43 ►•.�
o
( _, 21.60 121.98
w
w 121.10 w i
i
°C 121.74 121.7Ln 9
121.24
i
118.50
o
120.58 121.40 121.45 Q
120.88 D-09 120.90 ° oo i
(I
10LF 1 i
i
5-1
d
0
r
CL
iu
U
N
i
0
i
0
N
0
a
v
c
0
i
N
0
0
J
N
�i
Rename : C400-GRAD-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:51am
a
CONCRETE DUMPSTER PAD
a
CONCRETE WALKS
100.50
100.00
PROPOSED SPOT GRADE
t
MATCH EXISTING GRADE
EXISTING SPOT GRADE
PROPOSED DRAINAGE FLOW
- - - - - -
GRADE BREAK LINE
125.63 TW
TOP OF WALL GRADE
124.93(4)
BOTTOM OF WALL GRADE
E/P
EDGE OF PAVEMENT
FLEXAMAT TIED CONCRETE MAT SYSTEM ON
177-7-7-7-77-71
0000000
MIRAFI 160N NONWOVEN GEOTEXTILE PER
0000000
0000000
-
FDOT INDEX No. 1999 2007 TYPE 0 E
( )
(OR EQUIVALENT)
PERMANENT TURF REINFORCEMENT MAT
(NORTH AMERICAN GREEN VMAX SC250 OF
ACCEPTED EQUIVALENT). INSTALL PER
MANUFACTURER SPECIFICATIONS AND
TOE -IN ON ALL EDGES (1' MIN.)
SURFACE WATER LIMITS ON -SITE
- - - - - - - - -
SURFACE WATER IMPACTS .�
2
STORM STRUCTURE
TABLE:
D 0 ID
TYPE "V" INLET
E/P= 120,85
S. INV°= 116.90
D-02
TYPE "V" INLET
E/P= 120°85
N, INV,= 116°78
E° INV.= 115.54
D-03
TYPE "V" INLET
E/P= 118.61
S. INV.= 114.87
D-04
TYPE "V" INLET
E/P= 1 1 &61
N INV.= 11435
M INV.= 114.87
E° INV.= 113.90
D- 55
TYPE "V" INLET
E/P= 117.24
S. INV.= 113.49
STORM KEYNOTES:
GRAPHIC SCALE
:,
� � �1 �1111111111
IN
SURFACE WATER IMPACTS:
TOTAL SURFACE WATER IMPACTS: 0.16 AC
Z�
0-06
TYPE "V" INLET
E/P= 117.24
N. INV.= 11137
W. INV.= 11149
S. INV.= 112.36
D 07
18" MITERED END SECTION
INV.= 112.25
D-0„8
TYPE "C" INLET
TOP= 120.64
S, INV.= 117°14
D-09
TYPE C INLET
TOP= 120.58
N. INV.= 116°60
S. INV.= 116.35
D-10
TYPE "C" INLET
W/ J BOTTOM
TOP= 121.70
N. INV.= 116.15
E. INV.= 114.46
1
D-11
TYPE "C" INLET W/ J BOTTOM
TOP= 118.12
W. INV.= 114°04
NE. INV.= 112,40
01 CROSSWALK CROSS -SLOPE SHALL NOT EXCEED 2%
02 REFER TO ARCHITECTURAL PLANS FOR RAMP DESIGN
GRADING AND DRAINAGE NOTES:
�D 12
18" MITERED END SECTION
INV.= 112°25
D- 33
TYPE "C" INLET
CONTROL STRUCTURE
(REFER TO C700 FOR DETAILS)
1�
TOP= 116.10
WEIR=114.11
W. INV.=109.58
E. INV.=108.37
BOTTOM=108.16
0-1..4
18" MITERED END SECTION
INV.= 108.25
D-15
6'X4' BOX CULVERT W/
WINGWALL
FDOT INDEX 400-292
INV°= 108.00
D-16
6'X4' BOX CULVERT W/
WINGWALL
FDOT INDEX 400-292
INV.= 107.92
1. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL
OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
2. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT
GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 31 10 00 AND 31
20 00.
3. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE
FINISHED GRADES UNLESS INDICATED OTHERWISE.
4. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES
AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR
SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE.
5. STORMWATER COLLECTION SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED.
6. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM.
7. ALL INLET AND MANHOLE TOPS SHALL BE TRAFFIC BEARING UNLESS OTHERWISE NOTED.
8. SIDEWALKS AND CROSSWALKS:
a. CROSS -SLOPES SHALL NOT EXCEED 2.0%
b. LONGITUDINAL SLOPES SHALL NOT EXCEED 5.0% EXCEPT CURB RAMPS.
c. CURB RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 12:1.
9. ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES:
a. SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
PROJECT BENCHMARK:
SOURCE: BOUNDARY AND TOPOGRAPHIC SURVEY OF 701, 707 AND 711 PINE STREET, OCOEE, FLORIDA,
SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, DATED JANUARY 5, 2022.
SURVEYOR: BILLY JOE JENKINS JR., PSM.
THE ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL CONTROL NETWORK. SPECIFICALLY,
BENCHMARK NUMBER C1051016. PUBLISHED ELEVATION IS 122.74 FEET, RELATIVE TO THE NORTH AMERICAN
VERTICAL DATUM (NAVD) OF 1988,
SUBJECT PROPERTY LIES WITHIN ZONE X, AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN, AND ZONE AE, AND AREA WHERE BASE FLOOD ELEVATIONS ARE DETERMINED (114') ACCORDING
TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP NUMBER 12095CO210H, DATED
SEPTEMBER 24, 2021.
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
revision
description
date
Al
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
Q3
CITY COMMENTS
o6.26.23
®
CITY COMMENTS
07.27.23
0
0
drawn by: JD
checked by: SGW
date: O$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C400-GRAD-WEST-21TSGDoo1.DWG
Page 546 of 593
CONNECT TO 4" DIP WATER
MAIN WITH 4%2" TAPPING =
SADDLE AND 2" GATE VALVE
Al
i
TERMINATE WATER MAIN
WITH 4" GATE VALVE AND
2" BLOW -OFF. (REFER TO '
SHEET C802 FOR DETAIL)
2" POLYETHYLENE
WATER SERVIC ,
23'x10' CITY WATER
EASEMENT -I
4 1.5 -1NR 'ATION METER AND 2"
REDUCED PRESSURE BACK FLOW
PREUENTER (REFER TO IRRIGATION
PLANS FOR CONTINUATION)'
18" WIDE x 60" LONG
CONCRETE PAD PER DETAIL
UT209B, SHEET C801
3
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Filename : C500—U11L—WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:53am
1� CONNECT TO 4" DIP WATER
MAIN WITH 4%2" TAPPING
SADDLE AND 2" GATE VALVE
0
-131LF4"DIP
/'- �
FIRE HYDRANT
rt
FUTURE RIGHT-OF-WAY LINE
18" WIDE x 62" LONG
CONCRETE PAD PER DETAIL �-
UT209B, SHEET C801 CLEANOUT `�
3 INV. 115.90
0 " 15" DOMESTIC' WATER 62LF 6" PVC
6
METER AND 2" @ 1.00/
REDUCED PRESSURE REFER TO PLUMBING
BACKFLOW PREUENTER PLANS FOR WATER
8" TEE
3 SERVICE CONTINUATION.
8" GATE VALVE
1O'x10' CITY WATER
0 EASEMENT
.18 PVC
(PRIVATE)
4" DIP (CITY)
WATER MAIN \
CD
(PUBLIC)
PROPERTY LINE
1�..
3" CHECK 45-DEGREE 0
VALVE BEND, TYP.
— — -- 12%8" REDUCER 12" C900 DR-18 PVC
U WATER MAIN (PRIVATE)
zkj ��� NOTE: ADJUST ALL
EXISTING VALVE BOXES
A1
4
— — — — TO PROPOSED GRADE.
0 255LF 3" i ..
HDPE DR-11Ift
3" HDP DR-1 1
VERTICAL 45-DEGREE
FARCE MAIN (PRIVATE)
BENDS (4)
FIRE HYDRANT
--.—
12' x6" TEE
VERTICAL 45-DEGREE
6VALVE "
BENDS (4)
...CAE
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— FORCE MAIN AIR
RELEASE VALVE
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Rawan
PVC WATER MAIN
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PVC
FIRE LINE
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(FIRE LINE POS)
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HYDRANT
8%8" TEE
8" GATE VALVE
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8" C900 DR-18
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CONNECT TO 3"
PLUG VALVE.
REMOVE BLOW -OFF
AND CONNECT TO
12" GATE VALVE.
NFPA FIRE FLOW CALCULATIONS:
BASIS: NFPA 1, 2018, CHAPTER 18
CONSTRUCTION TYPE: TYPE II-B (FL. BLDG. CODE)
FIRE AREA: 70,014 SF
MIN. REQUIRED FIRE FLOW: 5,500 GPM
SPRINKLER CREDIT: YES GRAPHIC SCALE
THEREFORE MIN. REQUIRED FIRE FLOW e 1,375 GPM 30 0 15 30 60
TOTAL HYDRANTS REQUIRED: 1 (WITHIN 250 FT OF BUILDING)
PROPOSED HYDRANTS: 4 WITHIN 250 FT OF BUILDING
IN FEET
UTILITY NOTES:
1. ALL WATER & WASTEWATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND
SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE STANDARDS
OF THE CITY OF OCOEE UTILITIES AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.
2. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER, WASTEWATER
OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE
TREATMENT AND DISPOSAL SYSTEMS.
A. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3)
FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OF
PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER,
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
B. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10)
FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED VACUUM -TYPE SANITARY SEWER.
C. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10)
FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE
CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE
MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY
SEWERS SHALL BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS
LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER.
D. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10)
FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR
PROPOSED ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM.
VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER, WASTEWATER OR
STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES.
A. WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY
SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST
TWELVE (12) INCHES ABOVE THE OUTSIDE OF THE OTHER PIPELINE.
B. WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER,
WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE
LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE THE
OUTSIDE OF THE OTHER PIPELINE.
C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH
OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER
MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH
CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST
THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS,
STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX (6)
FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE
MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER
62-610 F.A.C.
3, ALL ON -SITE UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED.
4. CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE UTILITIES DEPARTMENT 48 BUSINESS HOURS
PRIOR TO ANY UTILITIES CONSTRUCTION.
5, ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 2007
EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR
APPURTENANCES [F.A.C. 69A-60.005 (2)].
6. TAPS FOR FIRE, WATER, AND IRRIGATION LINES MUST BE AT LEAST SIX (6) FEET APART.
7. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN
CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING MANUAL AND DETAILS. FINAL
PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS.
8. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS AND DETAILS MUST BE
APPROVED IN WRITING PRIOR TO CONSTRUCTION.
9. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE
WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES
10. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS
KEYNOTES:
01 CONNECT TO SANITARY SERVICE LINE AT INVERT 116.00 WITH 6" PVC. EXTEND TO 6" SANITARY
LINE AT 1.00% MIN. REFER TO PLUMBING PLANS FOR SANITARY SERVICE CONTINUATION.
Cnz
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FI_ 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
revision
description
date
Al
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
Q3
CITY COMMENTS
o6.26.23
A
CITY COMMENTS
07.27.23
0
0
drawn by: JD
checked by: SGW
date: O$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C5oo-UT1L-WEST-21TSGD001.DWG
Page 547 of 593
125.00
120.00
115.00
110.00
105.00
HORIZONTAL SCALE: 1" 20'
VERTICAL SCALE: 1" 10`
* NOTE: THE PROFILE SHOWS THE UTILITIES OVERLAID IN PROFILE WITH THE CENTERLINE OF
THE PROPOSED ROADWAY. THE 3` MINIMUM COVER REQUIREMENT IS FROM FINISHED
GRADE AT EACH UTILITY, NOT FROM THE CENTERLINE OF THE ROAD GRADE.
�������� ���&��
GRAPHIC ^^^^z�u�"�
/3\
� IN FEET �
ocK^nxc o/nox_ncc ^un ^nuucrr
EXISTING ROAD
PAVEMENT
125.80
120.00
115.00
110.00
105.00
60
385 Douglas Avenue, Ste 2100
A|tornVnto Springs, F[ 32714
Telephone 407.478.8750
F000lrnOw 407.478.8749
Selby G. Weeks 56991
Al
9
revision date
Al� AGENCY COMMENTS 03.16.23
CITY COMMENTS o6.26.23
CITY COMMENTS 07.27.23
drawn by: JD
checked by: SGW
date: o8/05/2022
plot scale: AS SHOWN
project number: N/A
�
�
Rename ; T3&D00dwg
Plot Date ; Aug 0, 2023 9:53om
Page 548 of 593
2" POLYETHYLENE WATER
SERVICE (PUBLIC)
4" C900 DR-18 PVC
FORCE MAIN (PUBLIC)
4" DIP (CITY) WATER
CONNECT TO 4" DIP WATER
REMOVE BLOW -OFF
MAIN (PUBLIC)
MAIN WITH 4"x2" TAPPING
AND CONNECT TO
4" SANITARY FORCE
SADDLE AND 2" GATE VALVE
4" GATE VALVE. „;
CONNECT TO 4"
DIP WATER MAIN
MAIN STUB WITH 4"
2 POLYETHYLENE
4" DIP (CITY)
»
�� WITH 4 x2
TAPPING SADDLE
PLUG VALVE
� CONNECT TO „
WATER SERVICE (PUBLIC)
WATER MAIN
-
� MAIN WITH 4 x2 TAPPING
(PUBLIC)
SADDLE AND 2" GATE VALVE
PROPERTY LINE
�.���.��.������
a
4 PLUG VALVE
a ----
-_—.— --
- --
_; --
99 .,
CONNECT TO 3
AIR RELEASE VALVE 12 C900 DR-18 PVC
- -
2" POLYETHYLENE
-
WATER SERVICE (PUBLIC)
.
FIRE HYDRANT
_
3" HDPE DR-1 1
_��'_ C9 R-18 PVC
PLUG VALVE.
WATER MAIN (PRIVATE)
--..PC MAIN PRIVATE)
L
WATER MAIN (PRIVATE)
am -
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Filename : C500—U11L—WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:54am
3" CHECK VALVE
8" PVC
SANITARY
SEWER ,
SANITARY MANHOLE 2
CONNECT TO 4" DIP WATER MAIN"
WITH 4"x2" TAPPING SADDLE AND
2" GATE VALVE (PUBLIC)
CONNECT TO 4" DIP WATER WITH
4"x2" TAPPING SADDLE AND 2"
GATE VALVE
4" GATE
4" PLUG 2" POLYETHYLENE IRRIC VALVE
VALVE % SERVICE (PUBLIC)
C900 DR-18�`
PVC SANITARY
4" PLUG FORCE MAIN I
VALVE (PUBLIC)
8" C900 DR-18 PVC
WATER MAIN (PRIVATE) --
GRAPHIC SCALE
50 0 25 50 100
( IN FEET
Cnz
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s
t9
z
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
9
revision
description
date
Al
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
0
CITY COMMENTS
o6.26.23
®
CITY COMMENTS
07.27.23
0
0
drawn by: JD
checked by: SGW
date: O$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C5oo-UT1L-WEST-21TSGD001.DWG
C502
Page 549 of 593
WALK WIDTH VARIES (SEE PLAN)
6" CONCRETE
SLOPE PER PLAN
4"X 4"-4X 4 W.W.M.
6" COMPACTED SUBGRADE 98%
AASHTO T-180
1" WATERPROOF
ELASTIC CAULK
1/2" ELASTIMETRIC EXPANSION
JT. MATERIAL
.J L_
1 /2'
EXPANSION JOINT
HAND TOOLED OR FORMED
DEPTH = d"/4
d
CONTRACTION JOINT
NOTES:
1. SIDEWALK W/UGHT BROOM FINISH & TROWELED EDGE.
2. FOR APPLICATIONS WHERE SIDEWALKS ARE ADJACENT TO GRASSED AREAS, THE GRASS AREA
SHALL NOT EXCEED A 3% SLOPE FOR A MINIMUM OF 5 FEET.
3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI CONCRETE AT 28 DAYS
4. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2- EXPANSION JOINT AT A MAXIMUM
DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT AT
EVENLY SPACED INTERVALS NOT TO EXCEED WIDTH OF THE WALK OR 8 LINEAR FEET
WHICH EVER IS THE SMALLEST.
5. AN I" CONSTRUCTION JOINT SHALL BE CONSTRUCTED AT ALL P.C. AND P.T. OF CURVES AND
WHERE EXISTING AND NEW SIDEWALKS MEET.
6" CONCRETE WALK DETAILS
N.T.S.
12'
PARKING By
DISABLED
PERUT
ONLY
00
FTP-55
1 " FC-9.5
ASPHALTIC CONCRETE
2.5" SP-12.5
ASPHALTIC CONCRETE
.............................................
..............................................
.........................................
10" CRUSHED CONC. COMPACTED TO 98% OF THE MODIFIED
PROCTOR (ASTM D-1557 AASHTO T-180), MAX. DENSITY,
LBR 150 MIN., MEET FDOT SECTION 334 AND GRADATION
REQUIREMENTS PER SECTION 911-3.4.
12" THICK FREE -DRAINING SAND SUB -BASE STABILIZED TO 98% OF THE
MODIFIED PROCTOR (ASTM D-1557 AASHTO T-180), MIN. DENSITY.
STABILIZING MATERIAL, IF USED, SHALL BE COARSE MATERIAL
(e.g. GRAVEL). LOW PERMEABILITY (e.g.; SILT AND/OR CLAY) SHOULD NOT
BE USED AS STABILIZING MATERIAL BENEATH CONCRETE PAVEMENT.
HEAVY DUTY ASPHALT
PAVEMENT SECTION
N.T.S.
PAVEMENT WIDTH VARIES (SEE PLAN #4 REBAR(CONTINUOLIS)
899 299
SLOPE PER PLAN
5
4
4*'..
210
299
6 x 6 10/10 WWF FLEXIBLE PAVEMENT
12" THICK SUB —GRADE COMPACTED TO
98% OF THE MODIFIED PROCTOR (ASTM D-1557, AASHTO T-180), MIN.
DENSITY. LBR 40 MIN.
STABILIZING MATERIAL SHALL BE COARSE MATERIAL (e.g. GRAVEL). LOW
PERMEABILITY (e.g.; SILT AND/OR CLAY) SHOULD NOT BE USED AS
STABILIZING MATERIAL BENEATH CONCRETE PAVEMENT.
NOTES:
1. ALL CONCRETE PAVEMENT SHALL HAVE A FULL, Y2" ISOLATION JOINT WHERE IT ABUTS EXISTING
CONCRETE PAVEMENT AND OTHER RIGID STRUCTURES, SUCH AS BUILDING FOUNDATIONS AND WALLS.
PROVIDE 2" SAW CUT OR DUMMY CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED
20 FEET.
2. PORTLAND CEMENT CONCRETE PAVEMENT TO BE 4,000—PSI COMPRESSIVE STRENGTH, MIN.
NOTES:
PROVIDE 18" OF CLEAN, FREE DRAINING SAND SUBGRADE BENEATH CONCRETE PAVEMENT. COMPACT
BOTTOM 6" TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557, AASHTO T-180).
-CONTRACTOR SHALL COORDINATE SIGN
INFORMATION PERTAINING TO FINES PER LOCAL
JURISDICTION (F.S. 316.1955, 318.18) 4" BLUE STRIPE
REFER TO BOLLARD SIGN DETAIL FOR
POST AND FOUNDATION. 4" WHITE STRIPE
GRADE
HANDICAP PARKING SIGN DETAIL
N.T.S
NOTES
1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE
SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
WITH BLACK OPAQUE LEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO.
4. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS WHERE
SPACE IS LIMITED.
5. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7'-6" FROM
PAVEMENT TO BOTTOM OF SIGN).
CONCRETE PAVEMENT DETAIL
N.T.S.
NOTE: PAINT SYMBOL BELOW ONTO PAVED SURFACE
W/ 2 COATS OF TRAFFIC BLUE PAINT, MANUF. PER
FLA. DEPT. OF TRANSPORTATION SPECS.
12' 12'
4" BLUE STRIPE
4" WHITE STRIPE
arm
In
5!
5 4" TYP.
I-011
4
12" SOLID WHITE
@ 45% 30" O.C.
12' SEE PLANS FOR
-
STALL DEPTH
11 T
1.5" SP-9.5 ASPHALTIC CONCRETE
.............................................
........... ..................................
...... ......................................
....... ......................................
.............................................
..............................................
.....................................
6" CRUSHED CONC. COMPACTED TO 98% OF THE MODIFIED PROCTOR
(ASTM D-1557 AASHTO T-180), MAX. DENSITY, LBR 150 MIN., MEET
FDOT SECTION 334 AND GRADATION REQUIREMENTS PER SECTION
911-3.4.
12" THICK FREE —DRAINING SAND SUB —BASE STABILIZED TO 98% OF THE MODIFIED
PROCTOR (ASTM D-1557 AASHTO T-180), MIN. DENSITY. STABILIZING MATERIAL, IF
USED, SHALL BE COARSE MATERIAL
(e.g. GRAVEL). LOW PERMEABILITY (e.g.; SILT AND/OR CLAY) SHOULD NOT BE USED
AS STABILIZING MATERIAL BENEATH CONCRETE PAVEMENT.
NOTE:
TYPE SP ASPHALTIC CONCRETE SHALL USE ASPHALT BINDER GRADE
PG67-22 AND NO MORE THAN 15 PERCENT RECYCLED ASPHALT PAVEMENT (RAP) AGGREGATE.
LIGHT DUTY ASPHALT PAVEMENT SECTION
N.T.S.
3000 PSI CONCRETE
3/8 REBAR 12" OC EW
(OR 6" x 6" 10 x 10 WIREMESH)
6"
12" SUBBASE COMPACTED TO 98% OF THE
MODIFIED PROCTOR (ASTM D-1557, AASHTO
NOTES: T180), WITH MINIMUM LBR VALUE OF 40.
PROVIDE 18" OF CLEAN, FREE DRAINING SUBGRADE
BENEATH CONCRETE PAVEMENT. COMPACT BOTTOM 6"
TO 98% OF THE MODIFIED PROCTOR (ASTM D-1557,
AASHTO T-180).
DUMPSTER PAD SECTION
d
N.T.S.
WALK WIDTH VARIES (SEE PLAN)
4" CONCRETE
SLOPE PER PLAN
4"X 4"-4X 4 W.W.M.
6" COMPACTED SUBGRADE 98%
AASHTO T-180
EXPANSION JOINT
CONTRACTION JOINT
1" WATERPROOF
ELASTIC CAULK
1/2" ELASTIMETRIC EXPANSION
JT. MATERIAL
1/2
4" CONCRETE
HAND TOOLED OR FORMED
DEPTH = d"/4
SEE PLANS FOR
SIGNAGE TYPES
AND LOCATIONS
to
to
I
C:):Zi
I M
'C-4
C-4
MIN. CONC. BASE
TOP OF SIGN TO
MATCH TOP OF POST.
STOP
0
0
0
GALV - -------
SIGN
POST 0
SIDE VIEW
0
SIGNAGE TO CONFORM TO FLORIDA 0
DEPARTMENT OF TRANSPORTATION 0
AND MUTCD SPECIFICATIONS.
0
0
N.T.S.
WALK WIDTH VARIES (SEE PLAN)
W VVfflFMV1LU 'JV0VnMVL UVIO
. . . ... .. ..
AASHTO T-180 6"
TYPICAL THICKENED EDGE RAISED CONCRETE WALK ADJACENT TO PAVEMENT
WALK WIDTH VARIES (SEE PLAN)
SLOPE PER PLAN ASPH. PVM'T.
4"x4"-44w.w.m.
z
6" COMPACTED SUBGRADE
98% AASHTO T-180
6'
TYPICAL THICKENED EDGE FLUSH CONCRETE WALK ADJACENT TO PAVEMENT
NOTES:
1. SIDEWALK W/LIGHT BROOM FINISH & TROWELED EDGE.
2. FOR APPLICATIONS WHERE SIDEWALKS ARE ADJACENT TO GRASSED AREAS, THE GRASS AREA SHALL NOT EXCEED A 3% SLOPE FOR A MINIMUM OF 5 FEET.
3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI CONCRETE AT 28 DAYS
4. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT AT EVENLY
SPACED INTERVALS NOT TO EXCEED WIDTH OF THE WALK OR 8 LINEAR FEET WHICH EVER IS THE SMALLEST.
5. AN CONSTRUCTION JOINT SHALL BE CONSTRUCTED AT ALL P.C. AND P.T. OF CURVES AND WHERE EXISTING AND NEW SIDEWALKS MEET.
0
UD z
W
z
z
>
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
revision
description
date
Al
AGENCY COMMENTS
03-16.23
SJRWMD PAC
04.21.23
A3
CITY COMMENTS
o6.26.23
CITY COMMENTS
07.27.23
A
drawn by: JD
checked by: SGW
date: o8/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDool.DWG
N.T.S
Rename C600—DTLS—WEST-21TSGD001.dwg Plot Date Aug. 01, 2023 9:54am
4" CONCRETE WALK DETAILS
N.T.S.
Page 550 of 593
SLOTTED PVC CONNECTOR PIPE
(METAL COLLAR REINFORCED) -
of
Fri
5"
16VINYL SHEATHED EAW STEEL CABLE
(9800 LBS.
GALVANIZED CO NKECTORSR(TOOL )F EEH DISCONNECT)
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (8" DIA. EQUIV.) (17 LBS.
PER FT. BUOYANCY)
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (6" DIA. EQUIV.) (12 LBS.
PER FT. BUOYANCY) -�
81POLYPRO ROPE
18 OZ. NYLON REINFORCED STR BREAKI G
PVC FABRIC (300 PSI STRENGG TH)
STRESS PLATE 5"
--1sGALVANIZED CHAIN TEST) WITH LACING GROMMET 4"GALVANIZED CHAIN
TYPE II D, =5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). TYPE
D2 =5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5').
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET.
TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN
10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED
FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.
NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. SUBSTITUTIONS FOR TYPES I AND 11 SHALL BE AS
APPROVED BY THE ENGINEER.
FLOATING TURBIDITY BARRIERS
o _
PROPOSED TOE OF SLOPE
Q
O R-
O R-
EXISTIN ~
�r CAUSEWA
� SHORE LINE
0'
10
100,
.c � I TYP�CPL
CURRENT
STRUCTURE ALIGNMENT
6' MAX.
LEGEND
• PILE LOCATIONS
® DREDGE OR FILL AREA
-� MOORING BUOY W/ANCHOR
—i ANCHOR
O BARRIER MOVEMENT DUE
TO CURRENT ACTION
NOTES:
1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH.
2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.
3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.
4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.
5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE FDOT STANDARD SPECIFICATIONS.
TURBIDITY BARRIER APPLICATIONS
N.T.S.
m
MITS OF CONST.
HORE LINE
NOTE:
TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL
CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES
OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE
CONDITIONS AND MEET EROSION CONTROL AND WATER
QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL
BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE
SPECIFIED IN THE PLANS. POSTS IN STAKED
TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL
POSITION UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
no sAWCUT
2'-0" REMOVE AND REPLACE EXISTING ASPHALT
l'-0" REMOVE AND REPLACE EXIST.
EXISTING ASPHALT
EXISTING BASE
EXISTING SUBBASE
SAWCUT DETAIL
N.T.S
ASPHALTIC CONCRETE
— BASE
SUBBASE
POST (OPTIONS: 2" X 4" OR
21" MIN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.)
18 OZ. NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
LATH dt FLA ING �fIN
ON ALL SIDES
E 0 E El
BERM
17
GA
A
El
fD MIL
Ej �
PLASnG LINING
SANDBAG
NOT TO SCALE
ffI h4tt PLASTIC LINING
—BERW
—
PLYINDOO
NOT
70 SCALE
BLACK LETTERS
6' HEICHT
46" X 24"
fQ' hflN
B
-STACKED
2 f ROUGH
WOOD FRAME
STAKE
10 MIL PLASTIC LINING
NOT TO TAE
fD IIL PLASTIC EININC
�(WOOD
FRAME RELY
FASTENED AROUND
ENTIRE PERIMETER %TH
T E
1 SCIU
i
f. ACTUAL LAYOUT DETERMINED IN FIELD,
2, THE CONCRETE WAS14OUT SIGN SHALL
BE INSTALLED VATHW 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT FAGBIITY.
f. DRIED CONCRETE WASTE SHALL BE
CONCRETE WASHOUT tfflLD NOT BE
PICKED UP AND DtSPOKD OF PROPERLY
ALLOWED IN STREET OR TO REACH
WHEN 75X OF CAPAOTY IS REACHED..
STORM WATER DRAINAGE SYSTEM OR
CONMETE WAS �. HARDENED CONCRETE CAN �E
SIN DETAIL PROPERLY RECYCLED AND REUSED
WATERCOURSE.
4, CONCRETE WASHOUT AREA TO BE
(OR EQUIVADI17)
SITE OR HAULED -SITE TO AN
APPROPRIATE F"Aa TY.
LOCATED AT LEAST 10' BEHIND CURB IF
ADJACENT TO A PAVED ROAD.
CONCRETE WASHOUT
N.T.S.
4'
TYP.
TREE PROTECTION BARRIER DETAIL
N.T.S.
2X4 RAILING, TYP.
2X4 POST, TYP.
Cnz
- -- -�?
ac
<L)z
c�
95 z
z
>
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
evision
Al
0
0
0
0
description date
AGENCY COMMENTS 03.16.23
SJRWMD PAC 04.21.23
CITY COMMENTS o6.26.23
CITY COMMENTS 07.27.23
drawn by: JD
checked by: SGW
date: O$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDooi.DWG
Filename : C600-DTLS-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:55am
Page 551 of 593
5'
RIP RAP ENERGY DISSIPATOR
N.T.S.
CONCRETE
FLUME
LAP FABRIC 2' UNDER FLUME -'
SECTION
V,VVV 1 VI VVI\V. 1 LV »1{.
(MONOLITHIC POUR)
THE FILTER FABRIC SHALL BE TYPE D-2 AS
SPECIFIED IN FDOT INDEX #199
CLASS 1 RIP RAP PER RIPRAP PLACEMENT AT
MITERED END SECTION DETAIL, THIS SHEET
•TONIOLAIN
of I 515wRil, •
RIPRAP APRON SHA
LINED WITH FDOT
D-2 GEOTEXTILE FABRIC
�- VARI E
RIPRAP SECTION VIEW A -A MT.8)
POND BOTTOM
(VARIES)
CLEAN* ONSITE SAND BACKFILL (UNIFIED SOIL
CLASSIFICATION SP OR SP-SM (WITH 7% MAX.
FINES CONTENT) AND HAVING A MINIMUM
PERMEABILITY OF KH OF 14.5 FT/DAY)
ALL FILTER FABRIC JOINTS SHALL
OVERLAP A MINIMUM OF 1 FOOT
MIN. 3" GRAVEL ENVELOPE AROUND
UNDERDRAIN PIPE, FDOT No.57 OR No. 89
GRAVEL (TYP.)
4" I.D. PERFORATED UNDERDRAIN PIPE
WITH FILTER FABRIC SOCK FDOT
SECTION 945 (TYP.).
-UNDERDRAIN INVERT = 109.67
MIRAFI 1 OON OR EQUIVALENT GEOTEXTILE
EXISTING CONTINUOUSLY WRAPPED AROUND
SOILS 10" MIN. GRAVEL AND OVERLAP 1-FOOT MIN.
NOTES:
1. PERFORATED UNDERDRAIN PIPE SHALL BE DOUBLED WALLED HDPE OR PVC.
2. UNDERDRAIN STONE SHALL NOT BE WATER SOLUBLE STONE (LIMESTONE). WASHED CONCRETE
OR GRANITE SHALL MEET FDOT STONE SIZE DISTRIBUTION SPECIFIED IN SECTION ABOVE.
*THE TERM "CLEAN" REFERS TO NON -EXPANSIVE CLEAN EARTH AND GRANULAR MATERIALS, FREE
OF ROOTS OR ORGANIC MATERIALS (MUCK). USE OF ROCKS OR LUMPS LARGER THAN 3 INCHES
IN ANY DIMENSION IS PROHIBITED
UNDERDRAIN DETAIL
-
2'-0"
SKIMMER BLADE
NON -TRAFFIC
BEARING GRATE /611
6%12%12" CONCRETE
COLLAR IN UNPAVED
AREAS (TYP.)
SKIMMER TOP
ELEV.=116.60
MODIFIED TYPE "C" INLET,
STRUCTURE TOP - FDOT INDEX No. 425-052
ELEV.=116.10 Ir
2'
WEIR ELEV.=114.11
SKIMMER BOTTOM
ELEV.=113.60
-.- FROM UNDERDRAIN
-.- TO OUTFACE
(6" PVC)
(18" RCP) i INV. 109.58
N.T.S.
20.0'
4' BLACK VINYL
CHAIN LINK FENCE.
TOP OF HEADWALL=115.50
FLEXAMAT PER PLAN AN[
H LEGEND, SHEET C400
A
108.00f(MEG)
118.38-
3±
2" HDPE DR-11 (DIP OD
WATER MAIN (PRIVATE
IRIPRAP 8PMF10ATKX0
L/3 CLASS 1: D MAX = 12 INCHES
D 50 = 8 INCHES
D MIN = 4 INCHES
CLASS 2: D MAX = 24 INCHES
D 50 = 15 INCHES
D MIN = 9 INCHES
3D RIPRAP SHALL CONSIST OF BROKEN STONE OR BROKEN
CONCRETE WITH A BULK SPECIFIC GRAVITY OF AT LEAST
1.90. STONES OR BROKEN CONCRETE SHALL BE ROUGH
AND ANGULAR. RIP RAP SHALL BE SOUND, HARD,
DURABLE, FREE OF OPEN OR INCIPIENT CRACKS, SOFT
SEAMS, OR OTHER STRUCTURAL DEFECTS. BROKEN
CONCRETE SHALL BE CLEAN WITH NO REBAR OR OTHER
L/3 FOREIGN MATERIALS.
D MAX - NO RIPRAP SHALL EXCEED D MAX
D 50 - AT LEAST 50% OF MATERIAL BY WEIGHT SHALL
EXCEED D 50
D MIN - AT LEAST 90% OF MATERIAL BY WEIGHT SHALL
EXCEED D MIN.
RIPRAP APRON DIMENSIONS AND ESTIMATED QUANTITIES
INLET PIPE SIZE
"D" (IN)
LENGTH OF APRON
"L" (FT)
DEPTH OF APRON
"H" (FT)
ESTIMATED RIPRAP
(CY)
ESTIMATED
GEOTEXTILE (SY)
CLASS
24
9
1.5
4.5
16
1
30
13.5
2
12
30
1
INV. 108.37
NOTE: REFER TO PLAN SHEET FOR ACTUAL ORIENTATION
OF OUTFALL PIPE.
CONTROL STRUCTURE D-13
N.T.S.
�z
a
4
w
0
H
5.0'
2TO'
PROPOSED
PAVEMENT 118.42
118.47
118.53
118.42
TYPE "F" CURB AND-
0.03±
118.04
118.34 GUTTER, BOTH SIDES
0,02± 0.02± 118.04
TYP.
.�.�7777z,
5'
CONCRETE
„a
18"MI TYP,WALK
2.5" HDPE DR-11
FORCE MAIN
6'x4' BOX CULVERT -
ROAD CROSS SECTION "B-B"
N.T.S.
0.03±
0
FRAME & SOLID LID NEENAH N. R-1974-A
OR APPROVED EQUAL, WITH CLEAR OPENING
EQUAL TO PIPE I.D.
- FINISHED GRADE
PVC PIPE
PVC WYE
CLEANOUT DETAIL
N.T.S.
3/16" FIBERGLASS
REINFORCED THERMOSETTING
RESIN SKIMMER BLADE. 1/2" X 1-1/2" S.S. TOP OF FIBERGLASS
BOLT, WASHER & NUT SKIMMER w_
<
>
WEIR
FABRICATE MOUNTING
:::;/
BRACKET FROM 1/4" X 2" 4 **TACK WELD ALL FASTENERS
S.S. OR ALUM. FLAT STOCK AFTER ASSEMBLY
1 /2" X 5" S.S.
THREADED ROD WASHER
SKIMMER MOUNTING BRACKET DETAIL
Z N.T.S.
a
1
w
0
1HI
W
0
19, 20.0'
4' BLACK VINYL
118. 7 CHAIN LINK FENCE.
5+
1 STOP OF HEADWALL=114.50
4" HDPE DR-11 (DIP OD)
WATER MAIN
KAMAT PER PLAN AN[
LEGEND, SHEET C400
107.92t(MEG)
MATCH EXISTING GRADE/LIMITS
10 OF CONSTRUCTION
TOP OF BERM: 117.25-
VARIES 21.00' VARIES V4' BLACK VINYL 5.00'
_ CHAIN LINK FENCE.
UNDERDRAIN POND BERM
TOP OF WALL: 117.50
TYPE 44E„ CURB 100YR/24HR PEAK STAGE: 116.63
N.T.S.
TEMPORARY EROSION CONTROL/DOUBLE SIL FENCE
LOCATED 1' BEHIND LIMITS OF CONSTRUCTI N
.,, SURFACE WATER LIMITS
WITHIN PROPERTY
EXISTING DITCH TOP OF
BANK/SURFACE WATER LIMITS
w
w
ENCOUNTERED SC SOILS w
LAYER, ELEVATION VARIES.
5' WIDE CLAY CORE. MINIMUM 20% FINES AND
MAX. PERM 0.08 FT/DAY. MINIMUM 2FT BELOW
„ THE EXISTING CLAYEY FINE SAND (SC) LAYER
NOTE: PER THE GEOTECHNICAL REPORT, THE CLAYEY FINE SAND (SC) LAYER WAS
ENCOUNTERED IN BORINGS AT AN APPROXIMATE DEPTH OF ELEVATION 112.00.
HOWEVER, IF THE SC LAYER IS ENCOUNTERED DEEPER THAN ELEVATION 112m,
THE CORE SHOULD BE EXTENDED AT LEAST 2 FT BELOW THE ENCOUNTERED SC
LAYER, AS NOTED ABOVE.
COT)
w;
w
z `.
t!3
z
>,
U
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
revision
description
date
Al
AGENCY COMMENTS
03.16.23
Q
SJRWMD PAC
04.21.23
Q3
CITY COMMENTS
o6.26.23
A
CITY COMMENTS
07.27.23
0
0
drawn by: JD
checked by: SGW
date: 0$/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDoo1.DWG
Filename : C600-DTLS-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:55am
Page 552 of 593
Croy.,.,
unirr
min.;
*a See Note 3
NOTES:
1. Pipe bedding material and trench backfill shall be select common (clean) fill
compacted to 95% (98% in roadway) of the maximum density as per
AASHTO T-180.
2. Contractor shall install crushed rock (or equivalent bedding material) where
pipe bedding does not provide solid support (yielding or plastic). Depth of
material shall be a minimum of 6", or as needed, to provide non -yielding
support for the pipe. All unsuitable material shall be removed from pipe
bedding unless special provisions are approved by the City.
3. Excavated trench width at pipe haunch shall be sufficient in size for haunch
compaction, but shall be no greater than 15" on each side of pipe for pipes
less than 24" in diameter (24" for pipes 24" in diameter or greater.)
4. Water shall not be permitted in trench line during construction.
5. Pipe line shall be installed with bell fitting facing upgrade.
6. Gravity sewer shall have a 6" minimum rock bed.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT001 Pipe Bedding and Trench
DATE: September 2019 SCALE: N/A
Early Warning
Tracing Wire -
Pipe
Cross Section
--
--
1100
\�
T 1(Illiiii���llllllli,., rillillolii�o�1111
Finished Grade
r- Existing Grade
1" Maximum
#10 THHN Tracing Wire
1" max. from Top of Pipe.
i _L , _ ,' i
Transverse Section
NOTES:
1. All pipe shall include the installation of #10 THHN copper tracing wire
capable of detection by cable locating equipment.
2. Tracing wire shall be buried directly above the transverse centerline of the
pipe.
3. End(s) of the locating wire shall be such that wire can be accessed by
locating equipment assessing the wire in a valve vault or blow -off box.
Wire is required to extend 12" minimum above finished grade.
4. Unless approved by the City, early warning tape indicating the type of pipe
shall be required.
5. All directional drill pipe shall have locating wire attached to the top of pipe
and shall remain on the top of the pipe during installation.
6. All service lines shall have locating wire placed on the pipe as described in
City of Ocoee detail UT206 "Utility Service Connection"
7. All wire splices shall be completed with twist -on type wire nuts with gel or
grease filled moisture seal.
8. All tracing wire installation shall be tested and verified for continuity by the
contractor prior to final acceptance
DETAIL
NO.
UT010
DATE: April20191
CITY OF OCOEE
CONSTRUCTION DETAILS
Pipe Locating Wire
SCALE: NIA
PVC/HDPE Restraint Table
Minimum Length (FT) to be Restrained
on each side of Fitting(s)
Fittings
Pipe Size
4"
6"
8"
101,
12"
16"
20"
90' Bend
18
24
32
38
44
55
74
45' Bend
10
10
13
16
18
23
31
22 1 /2' Bend
10
10
10
10
10
11
15
11 1 /4' Bend
10
10
10
10
10
10
10
Plug or
Branch of Tee
30
47
64
81
98
133
167
NOTES:
1. The restraint values as indicated by the "Restraint Table" are minimum
values. Design engineer shall be responsible for confirming field conditions,
and make adjustments accordingly.
2. All fittings shall have restrained joints unless otherwise indicated.
3. No restraints required if continuous pipe length to fitting is greater than
value provided in "Restraint Table" above.
4. Where two or more fittings are laid in -line, use greatest restraint length for
coverage.
5. For in -line valves and through run of tees: outside limits of restrained joints
from other fittings need not be restrained unless otherwise indicated.
6. Lengths shown in the table have been calculated in accordance with the
procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as
published by DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand -Silt Mix.)
Laying Conditions: 5
7. For pipe sizes not included in the Restraint Table or pipe material not
adhering to given conditions, design engineer shall determine and specify
pipe lengths which shall be approved by the City.
DETAIL
NO.
UT004
DATE: April2019
i ►•
CITY OF OCOEE
CONSTRUCTION DETAILS
PVC/HDPE
Pipe Restraint Table
SCALE: N/A
o-
11011
T 1111,1,1,.: ,III�����oi11111
Pipe/Main color based on
use.
Main (type) Main (type)
See Note 2 for lettering size
and orientation.
1. Lettering shall be per the American Water Works Association.
2. Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe
is installed.
3. Lettering must be permanently imbedded into the pipe/main, not painted or stenciled.
4. Lettering shall be of contrasting color to pipe/main color.
Pipe Markina (Letterin
Main (type)
Main (type)
Main (type)
Diameter = 2.5" to 4"
3" Tape centered along the top half of pipe.
(adAl) qeW
(adAl) qeW
(adAl) uien
Main (type)
Main (type)
Main (type)
Diameter = 6" to 16"
Two (2) 6" Tapes along both sides of top half of pipe.
(adAl) uien
(adAl) qeW
(adAl) uien
Main (type)
Main (type)
Main (type)
Main (type)
Main (type)
Main (type)
Diameter = 20" and larger
Three (3) 6" Tapes along top and both sides of top half of pipe.
Warning Tape
N.T.S.
WARNING TAPE NOTES:
1. Tape color shall be in accordance with (same) as main/pipe color.
2. Tape lettering shall be at least 1" in height with no greater than 12" in
spacing.
3. Warning tape shall extend total length of pipe.
DETAIL CITY OF OCOEE /
NO. CONSTRUCTION DETAILS __ __\ ���'
r 9"
Pipe Identification
UT011 p i ��
Warning TapeI-T_
��\\\�"
DATE: April2019 SCALE: NIA
See Note 8:
�Y o� oCo
C` R p,1 F
# TURNS
Valve I.D. Marker
(See note 6)
Finished Grade
Actuating Nut for Valve
Adjustment Ring
Valve
Pipe/Main
a #4 bar with 2" mi
concrete cover
Z ( OF OCO
E R M,q / FF
�� URNS
cCW OPEN
24"
Concrete Collar
(See note 5)
Adjustable cast iron
valve box
Valve box shall rest on
bedding rock, not on
valve or pipe, and shall
be centered on
operating nut.
6" FDOT #57 Stone--�- r
NOTES:
1. PVC extensions shall not be used on valve box.
2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade.
3. Valve assembly shall include center spacing guide from the City's Approved Materials List.
4. Where valve nut is more than 36" below grade, valve assembly shall include an extension
from the City's Approved Materials List.
5. Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000
psi minimum @ 28 days for non -pavement areas.
6. Valve Marker shall be from the City's Approved Materials List and shall include "City of
Ocoee", main type, size, material, turns to open or close valve, and direction of rotation.
7. Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the
City. If approved, Contractor/Developer shall reach out to the Utilities Department on the
location of the Valve Tags.
8. For Valve Box approved in pavement, a disk valve marker shall hang in the valve box
anchored to the locating wire.
CITY OF OCOEE j =_=
DETAIL CONSTRUCTION DETAILS
r \ \�
UT009
Valve Box and Cover 1�� \
DATE: June 2021 SCALE: N/A
li
1(Illiiii���llllll,.. ►111��ii��111111
Drill hole in -
Box (below
and above
box thread:
Provide on.
tracing wirE
and coil ex,
valve box
�r�>rrma.
NOTES:
1. All pipe shall be installed with # 10 THHN solid copper tracing wire.
Tracing wire must be installed directly above the pipe in a continuous
circuit.
2. Tracing wire shall cover all main, pipe, branches (including fire hydrants)
and service connections.
3. Tracing wire shall extend a minimum of 12" above grade at required
intervals and/or valve lids.
4. Tracing wire shall be coiled and placed in a valve box and shall be easily
accessible.
5. At dead ends of mains, pipe, and/or service, the tracing wire shall be
placed in a properly identified cast iron valve box (Valve Box and Cover
Detail UT009).
DETAIL
NO.
UT012
DATE: April2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Tracing Wire Location
SCALE: NIA
gpp
1\10EN
�` \
i(1(Illii��ii�llllilli �' - ' rrililli��ii�0111111
CnZ
Lu
w
z
0
Z
t:� w
c.i
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
N
revision
Al
A
A
A
0
description
date
AGENCY COMMENTS
03.16.23
SJRWMD PAC
04.21.23
CITY COMMENTS
06.26.23
CITY COMMENTS 07.27.23
drawn by: JD
checked by: SGW
date: O8/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDoo1.DWG
Filename : C6D0-DTLS-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:56am
Page 553 of 593
Vented ARV enclosure
(See note 6) RIGHT OF WAY PRIVATE PROPERTY
D.I.P. Restraint Table
2" Air release valve
Minimum Length (FT) to be Restrained 2" TEE with
on Each Side of Fitting(s) removable Cap
Pipe Size 2" Ball/Plug valve
Fittings 1' Min.
4" 6" 8" 10" 12" 16" Public Private
Adjustable cast iron
90° Bend 15 21 27 32 37 47 valve box CityWater Meter with Meter Kit g g p
(Detail UT009) 9" (Shall be purchased from the Flanged Fitting Backflow reventer
45° Bend 7 5 11 13 16 20 18" Min. City) [see note 1]
in. � Gate Valve
22 1/2° Bend 5 5 6 7 8 10 / / / - l - - r. / �� / /� Flanged Curb Stop
\ \ Finished Grade
2" Pi
X
11 1/4° Bend 5 5 5 5 5 6
Plug or 30 47 64 81 98 133 2:(TYp•)
Pipe 9" Min.
��
Branch of Tee 2 Corp stop N N to
. Min. 3%
2" Elbow slope
FDOT #57 stone
NOTES:
1. The restraint values as indicated by the "Restraint Table" are minimum
values.Design engineer shall be responsible for confirming field conditions,
and make adjustments accordingly.
2. All fittings shall have restrained joints unless otherwise indicated.
3. No restraints required if continuous pipe length is greater than value
provided in "Restraint Table" above.
4. Where two or more fittings are laid in -line, use greatest restraint length for
coverage.
5. For in -line valves and through run of tees: outside limits of restrained joints
from other fittings need not be restrained unless otherwise indicated.
6. Lengths shown in the table have been calculated in accordance with the
procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as
published by DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand -Silt Mix.)
Laying Conditions: 5
7. For pipe encased in polyethylene, use values given in parentheses or
increase the given value by 150%.
8. For pipe sizes not included in the Restraint Table or pipe material not
adhering to given conditions, design engineer shall determine and specify
pipe lengths which shall be approved by the City.
DETAIL
NO.
UT005
DATE: April2019
Drill hole in
Box (below
and above
box thread:
Provide on,
tracing wire
and coil ex
valve box
fi�i[�;rli.1.1►
CITY OF OCOEE
CONSTRUCTION DETAILS
Ductile Iron
Pipe Restraint Table
SCALE: N/A
NOTES:
1. All pipe shall be installed with # 10 THHN solid copper tracing wire.
Tracing wire must be installed directly above the pipe in a continuous
circuit.
2. Tracing wire shall cover all main, pipe, branches (including fire hydrants)
and service connections.
3. Tracing wire shall extend a minimum of 12" above grade at required
intervals and/or valve lids.
4. Tracing wire shall be coiled and placed in a valve box and shall be easily
accessible.
5. At dead ends of mains, pipe, and/or service, the tracing wire shall be
placed in a properly identified cast iron valve box (Valve Box and Cover
Detail UT009).
DETAIL
NO.
UT012
DATE: April2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Tracing Wire Location
SCALE: NIA
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6" Min.
2" Plug valve with
2" square nut
Double strap stainless steel saddle
Varies (See Note 1)
2" Elbow and tubing
(threaded)
Main Diameter
ARV
12" and smaller
2"
16"
3"
20", 24"
4"
30", 36"
6"
NOTES:
1. Gas Release Valve shall mean Air, Combination Air/Vacuum, and Surge Protection Release Valve.
2. Offset distance to be field determined and as close to the right of way as possible and clear of
pedestrian walkways. If pipe is at right of way line, no offset is required.
3. Above detail applies to a 2" ARV. For larger ARVs, pipe diameter and valves shall be equal to the size
of the ARV.
4. All piping, valves and appurtenances to be brass or 316 Stainless Steel except where specified
otherwise.
5. ARV shall have a Reinforced Nylon Body D-040 or Ductile Iron Body D-060 for Potable Water
Systems. ARV shall be Reinforced Nylon Body D-021 or Ductile Iron Body D-060 for Reclaim Water
Systems.
6. The enclosure shall follow the City's Approved Materials List or be an approved equal with temper
proof locking device and vents must be capable of allowing at least the same amount of airflow as the
valve.
7. Shop drawings for the ARV shall be submitted to the City for approval.
8. Any deviation from this detail shall be made known to the City for approval.
DETAIL
NO.
UT204a
DATE: June 2021
CITY OF OCOEE
CONSTRUCTION DETAILS
Gas Release Valve
Water and Reclaim
SCALE: N/A
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Pipes/Mains Separation Requirement Table (See Note 11 for Structural)
Potable
Reclaimed
Sanitary Sewer
Storm Sewer
Structural
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Potable
3'
12"
10,
18"
3'
18"
10,
Reclaimed
3'
12"
3'
12"
3'
12"
10,
Sanitary
Sewer
10,
18"
3'
12"
3'
12"
10,
Storm
Sewer
3'
18"
3'
12"
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12"
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Joint Spacing Requirement Table (See Note 2)
Potable
Reclaimed
Sanitary Sewer
Storm Sewer
Potable
3'
6'
3'
NOTES:
1. The table above represents the minimum separation requirements as described in the City's Engineering
Standards Manual. The most stringent requirements between the City's Standards and the guidelines set
forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newly proposed utility lines
and existing or proposed utility lines.
2. Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The
joint shall be no less than the required distance from the center of the crossing of the two pipes. (The water
pipe shall be above the other pipe unless otherwise approved by the City.)
3. Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from
the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in
accordance with F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and 62-604.400 (F.A.C.)
may be allowed upon approval by the City's Utilities Department.
a. If it is not technically feasible or economically sensible to comply with the requirements set forth in
62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P.
with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to
the City.
4. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by
F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw
sewage, and the separation list for sanitary sewer shall apply.
5. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation
requirements.
6. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the
outside dimension of each pipe/main.
7. All Sanitary and Storm Structures shall follow separation requirements above.
8. Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross.
9. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or
future grading to ensure the 36" coverage.
10. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must
be approved by the City and is subject to special conditions and materials.
11. Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for
construction of, including, but not limited to: live loads, multi -story commercial buildings, superstructures,
embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT013 Pipe Separation Requirement Table
DATE: November 2022 SCALE: N/A
From Resilient Seat Square Nut 18" Wide x 6" To
Main Gate Valve Concrete slab with Structure
(For Valve Box and Cover #4 Bar all around
see Ocoee Detail UT009) (2 Required)
NOTES:
1. Contractor shall be responsible for installing City water meter matching pipe size with
meter kit and shall supply and install all materials and Backflow prevention device.
2. Backflow device shall be per the City's Cross Connection Control Manual.
3. All pipes, fittings, and end valves as indicated as private shall be the responsibility
of the owner. All pipes and fittings indicated as public with material not indicated
shall be brass or schedule 80 PVC.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT209b 1 1/2" and Larger Commercial/Multi-Family
Meter Configuration
DATE: June 2021 SCALE: N/A
Lot Line
Clean -out
(See Note 1)
m
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Private
To Home
NOTES:
Varies
Wye With Branch
450 Bender
Varies
Sewer Main
Size Varies
Double Wye-/
Plan View
Finished Grade
Slope To Terminal Deptl
At 1.0% Minimum (Typ.)
Rotate 300 (Typ.) Spring Line
(See Note 3)
Sewer Main
Single Lateral Double Lateral
Right of Way
Section View
Property Line
Private
To Home
1. Clean -out (shown hatched) shall be installed by the builder in
accordance with standard plumbing code.
2. Locate clean -outs as close to the property line as possible.
3. Invert of service lateral shall not enter sewer main below spring line.
4. The minimum terminal depth as required for house service is 3'.
5. Service Laterals shall be a minimum of 6" for non-residential scenarios.
In residential areas, service laterals shall be a minimum of 4" to the
right-of-way and then 6" to the sewer main.
DETAIL
NO.
UT105
DATE: April20,19
CITY OF OCOEE
CONSTRUCTION DETAILS
Service Lateral
SCALE: NIA
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
N
revision
description
date
Al
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
A
CITY COMMENTS
06.26.23
®
CITY COMMENTS
07.27.23
0
drawn by: JD
checked by: SGW
date: O8/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDoo1.DWG
Filename : C6D0-DTLS-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:56am
Page 554 of 593
T
6" Min.
2" Plug valve with
2" square nut
" Double strap stainless steel saddle
Varies (See Note 1)
2" Elbow and tubing
(threaded)
Main Diameter
ARV
12" and smaller
2"
16"
3"
20", 24"
4"
30", 36"
6"
NOTES:
1. Gas Release Valve shall mean Air, Combination Air/Vacuum, and Surge Protection Release Valve.
2. Offset distance to be field determined and as close to the right of way as possible and clear of
pedestrian walkways. If pipe is at right of way line, no offset is required.
3. Above detail applies to a 2" ARV. For larger ARVs, pipe diameter and valves shall be equal to the size
of the ARV.
4. All piping, valves and appurtenances to be brass or 316 Stainless Steel except where specified
otherwise.
5. ARV shall have a Reinforced Nylon Body (ARI D-025 or D-26).
6. The enclosure shall be Water Plus Polyethylene Model 131632 H-30-G or approved equal with temper
proof locking device and vents must be capable of allowing at least the same amount of airflow as the
valve.
7. Shop drawings for the ARV shall be submitted to the City for approval.
8. Any deviation from this detail shall be made known to the City for approval.
DETAIL
NO.
UT106a
CITY OF OCOEE
CONSTRUCTION DETAILS
Gas Release Valve
Wastewater
Finished Grade
Tapped End Cap-
2" Brass
Double Meter Box
(traffic rated)
2" Brass Coupling
Crushed stone 6" thick
extending 2" beyond box
2" Blue Polyethylene
Pipe
Cross Section
1. All pipes and fittings shall be schedule 40 brass or equivalent with
threaded (NPT) joints except where denoted otherwise.
2. All pipe and fittings shall be in accordance with City Standards for
the applicable service provided.
3. Pipe restraints shall be in accordance with City Standard Details
UT004 for PVC/HDPE Pipe or UT005 for Ductile Iron Pipe.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT203 Blow Off Assembly
DATE: April2019 ( SCALE: NIA
Brass Corporation
Stop (1" Min.)
#10 THHN Tracing U-Branch Brass
FWire to Match Use (1" x 3/4" x 3/4")
in Color Installed Upright
Curb Stop
Z (See Note 3)
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Service Polyethylene Tracing Wire in
Tubing Box
Single Meter
Box and Water
Meter (By City)
Service View with Single Meter
AWWA Typ(
CC Threads
#10 THHN-\
Tracing Wire,
Color to Match
Service
Water Main
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Stops at
of Horn
L-Double Meter
Box and Water
Meter (By City)
Double Meter Configuration
Corporation Stop (Ford F1000-4NL)
& Fittings (normally open)
To Meter/Box Assembl
30°to 45' \-Service, Polyethylene
iTubing, 1" min.
-Double Strap
Stainless Steel
Saddle
Tapping Section
NOTES:
1. All fittings shall be brass with compression -pack joint type connections.
2. No service line shall extend or terminate under a driveway.
3. Meter end of service shall terminate with curb stop (90°) for single service and dual horn
and curb stops (90°)for dual services.
4. Meter end of service shall terminate 3' past meter location where service shall, unless
directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed,
service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake
or marker shall indicate lot(s) to be served.
5. Concrete curb shall be marked (stamped or saw -cut) with "W" locating service.
6. Service connection to the main shall use approved saddle, and tapping of main shall be by
a method where a solid coupon is removed.
7. Services installed under finished or existing pavement shall be directionally drilled.
8. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe.
9. Service color shall be blue for potable water and purple (magenta) for reclaimed water.
CITY OF OCOEE
DETAIL NO. CONSTRUCTION DETAILS
UT206
Water and Reclaim Service Connection
DATE: Sep.2019 SCALE: N/A
Restraining
DIP Fitting ---K
HDPE MJ Fitting.
Welded to HDPE
Main
HDPE Pipe or
Spool Piece
(See Note 3)
Stainless Steel
Pipe Gap Separation Main Stiffener
HDPE Pipe J (See Note 6) (See Note 5)
Section View
NOTES:
1. The detail shall be used when connecting directional drilled sections of mains
together using valves, sleeves, fittings or appurtenances.
2. This detail is limited to the use of 4" to 12" mains.
3. In cases where directional drill main must be offset by direct bury of a portion of
the main, contractor may elect to use a Restrained End for both connections.
4. A stainless steel stiffener is required on Restrained End of connection when
HDPE is used.
5. Spool piece for fittings or around main offsets may use alternative approved
main material. Payment (if applicable) for the alternative material main shall be
paid under the replaced main pay item.
6. Gap between mains when connecting with a sleeve shall be no greater than
2.5".
7. The information and requirements in this detail are for directional drill
connections only. For other connections refer to other City details.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT014 Direction Drill HDPE Connection
DATE: April2019 SCALE: N/A
Hydrant Operating Nut
Hose Nozzle
Maximum 6" Clearance
Between Concrete and
Bottom of Nuts/Bolt
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Pumper Nozzle
Facing Street
f 18" Min. Above
o Finished Grade
Sidewalk
LExpansion Fiber
24" Material (TYP)
Compacted
Backfill Concrete
MJ Hydrant
Anchoring Tee
Resilient Seat Gate
6" Bedding Rock Valve and Box
(See Detail UT009)
Edge of Pavement Edge of Pavement
Standard Configuration Alternate Configuration
Note:
1. Hydrants shall be painted with double coat enamel paint per
the following:
• Public Potable Water - Safety Yellow Pantone 13-063OTN
• Reclaimed Water - Purple Pantone 522 C
• Private Fire- Cherry Red HDC-MD-16
2. Concrete shear pad shall abut between sidewalk and curb.
Where sidewalk is not present, concrete shear pad shall be
approx. 7.5' x 3.5' min.
3. Concrete shall be 6" thick with fibermesh and shall be fc' of
3,000 psi minimum at 28 days.
4. Any deviation from this detail shall be made known to the City
for approval.
DETAIL
NO.
UT201
DATE: June 2021
CITY OF OCOEE
CONSTRUCTION DETAILS
Fire Hydrant Assembly
SCALE: n/a
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385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
N
revision
description
date
Qi
AGENCY COMMENTS
03.16.23
0
SJRWMD PAC
04.21.23
A
CITY COMMENTS
o6.26.23
®
CITY COMMENTS
07.27.23
A
drawn by: JD
checked by: SGW
date: o8/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDoo1.DWG
Filename : C6D0-DTLS-WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:57am
Page 555 of 593
SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design.
Pumps shall be capable of grinding and pumping domestic & commercial sewage.
Complete system shall be supplied by:
RIL O O Company, Inc,
Sanford, 6h TOO Rho 40-265 00)
NO SUBSTITUTIONS O 4[00R4 FS
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The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F.
Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty
Certification of the wetwell H-20 load rating must be supplied with submittals.
H-20 certification must be signed and sealed by an engineer registered in the
State of Florida.
After the H-20 load rated wetwell has been installed, the ASTM Certification
Number and Serial Tracking Number must be visible.
i
Submersible grinder pumps shall be RILEY Model RC30061.
installed in the H-20 GP FRP wetwell utilizing a dual slide rail system.
The grinder unit shall be capable of macerating materials normally found in
domestic and commercial sewage into a fine slurry which will pass through the
pump and the Sch.80 PVC discharge piping.
Stator winding shall be open type with Class F insulation and shall be heat -
shrink fitted into the stator housing. The use of pins, bolts, or other fastening
devices is not acceptable.
A heat sensor thermostat shall be attached to the top end of the motor
winding and shall be connected in series with the magnetic contactor coil in
the control panel to stop motor if winding temperature exceeds 140 C., but
shall automatically reset when the winding temperature returns to normal.
Two heat sensor thermostats shall be used on three phase motors.
The pump motor grinder shaft shall be AISI 430F SS threaded to take
the pump impeller and the grinder impeller.
Upper & lower mechanical seals shall be Silicon Carbide vs Silicon
Carbide.
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Filename : C600—DTLS—WEST-21TSGD001.dwg Plot Date : Aug. 01, 2023 9:57am
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To insure complete unit and warranty responsibility the electrical control
panel must be manufactured and built by the pump supplier. The pump
supplier must be a TUV (UL508A CERTIFIED) manufacturing facility, with a
minuimum of 5 years history in the manufacturing of electrical control panels.
The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep
aluminum with 4 point latching system.
The enclosure shall have external mounting feet to allow for wall mounting.
The following components shall be mounted through the enclosure:
1- ea. Red Alarm Beacon (Light) 4" x 4" Minimum Diameter
1- ea. Alarm Horn (minimum 95 DCB)
1- ea. Generator Receptacle w/ weatherproof cover(SCM460 -UL 1686)
1- ea. Alarm Silence Pushbutton
The back panel shall be fabricated from .125, 5052-H32 marine alloy
aluminum. All components shall be mounted by machined stainless steel
screws.
The following components shall be mounted to back panel:
2- ea. Motor Contactors
1- ea. Volt Monitor (1 Ph) Phase Monitor (3 Ph) w/2 N/O & 1 N/C Contacts
1- ea. Control Transformer (480 Volt Only) (Min. 500VA)
1- ea. Silence Relay Module
1- ea. Duplex Alternator w/Pump Selector Switch
1- ea. Model RCBB5AH Battery Back -Up w/ Smart Charger
20- ea. Terminals For Field Connections
6- ea. Terminals For Motor Connections (Single Phase Only)
7- ea. Grounding Lugs
1- ea. Seal Failure Relay
The inner door shall be fabricated from .080, 5052-H32 marine alloy
aluminum. The inner door shall have a continuous aluminum piano
hinge.
The following components shalt be mounted through the inner door.
1- ea. Main Circuit Breaker
1- ea. Emergency Circuit Breaker
1- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed)
2- ea. Short Circuit Protectors w/Auxiliary Contacts
1- ea. Control Circuit Breaker
2- ea. Seal Failure Indicator Lights
1- ea. Hand -Off -Auto Selector Switches
2- ea. Pump Run Pilot Lights
1- ea. Power On Pilot Light
2- ea. Elapse Time Meters (Non-Resetable)
1- ea. GFI Duplex Convenience Outlet
COMPONENT SPECIFICATIONS:
All circuit breakers shall be molded thermal magnetic.
The mechanical interlock shall prevent the normal and
emergency main breakers being energized at the same
time.
An emergency generator receptacle shall be supplied in
accordance with DEP standards. The generator receptacle
shall be 100 AMP, 230 V to meet the equipment operating
conditions.
VEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OI
?30V SINGLE PHASE POWER
All motor short circuit protection devices must provide for
under voltage release and class 10 overload protection on all
three phases. Visible trip indication, test, and reset capability
must be provided without opening inner door.
Open frame, across the line, contactors shall be rated per IEC
standards and properly sized per the motor requirements.
Contactors shall provide for safe touch power and control
terminals.
Lightning Arrestor shall meet UL 1449 3rd Edition or exceed the
requirements of ANSI/IEEE Std. C62.21-1984 section 8.6.1. and
8.7.3 shall be supplied by electrician and mounted on the
bottom side of the switch disconnect ahead of the pump
control panel.
A voltage monitor shall be supplied for single phase service.
A phase monitor shall be supplied for (3) phase service.
A green pilot light shall be supplied for each motor. The pilot
light shall illuminate each time the motor is called to run.
Each pump shall have an Elapse Time Meter to record the
accumulated run time. The ETM shall be 2" diameter,
non-resettable, six digit, totally encapsulated unit.
A Red pilot light shall be supplied for control power. The pilot
light shall illuminate when the control power is available inside
the control panel.
Relays shall be ice -cube plug in type. Relay contacts shall be
rated 10 amp minimum, DPDT.
Twenty (20) terminals shall be supplied for field connections.
The terminals shall be rated 25 amps minimum.
Each motors over -temperature contact shall be connected to
the terminal strip and shall open a contact to de -energize the
appropriate motor upon a high temperature within the motor.
A 15 Amp GFI duplex receptacle shall be supplied and
mounted on the innerdoor.
Ground lugs shall be supplied and appropriately sized for each
motor and for service entrance.
MISCELLANEOUS: All wiring on the back panel shall be contained
within the wiring duct. All wiring between the inner door and the back
panel shall be contained with in a plastic spiral wrap.
Each wire shall have a wire number at each end to correspond to the as
built drawing for field troubleshooting.
The control panel must be manufactured in-house by lift station
supplier and be a TUV (UL508A Certified) facility.
FASTENERS & APPURTANCES: All fasteners, lifting cables, float
cable bracket, hinges, and appurtenances shall be made of ANSI
304SS.
A 304SS slide/latch assembly shall be provided for holding the
doors open on the wetwell and valve box.
Slide rails shall be made of SCH.40 AISI 304SS pipe.
Pump lifting cables shall be made of AISI 304 SS.
Pump lifting bales shall be made of AISI 304 SS.
H-20 LOAD RATED WETWELL WITH LIFTING LUGS:
The fiberglass wetwell must be H-20 load rated with
integral lifting lugs, fiberglass slope in bottom of
wetwell and valve box. Certification of the H-20 load
rating must be supplied at the time of submittals to
Engineer. The wetwell shall be manufactured of
fiberglass reinforced polyester (FRP) of depth and
diameter as shown on the lift station elevation detail.
The wall thickness shall be adequate for the depth
of the wetwell to maintain the H-20 LOAD RATING.
EXECUTION:
Installation shall be in strict accordance with the
manufacturer's recommendations in the locations
shown on the drawing.
INSPECTION & TESTING: A factory representative
shall be provide for a one (1) time start-up and shall
have complete knowledge of the proper operation
and maintenance of complete system.
Megger the motors. The pump motors shall be
megged out prior to the start-up to ensure that the
insulation of the pump motor/cable is intact.
The pump controls and pumps shall be checked for
mechanical reliability and proper operation.
S.S. HINGES
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RILEY & COMPANY
3" ACTIVATED CHARCOAL
FILTER VENT
3- (2") FIELD
INSTALLED KNOCKOU
FOR ELECTRICAL
CONDUITS
INTEGRAL LIFTING LUGS
COMPOSITE WATER -TIGHT
INLET SLEEVE w/SS NUTS
& BOLTS
6"
INLET
FIELD INSTALLED
LIFT STATION WILL BE PRIVATELY
OWNED AND MAINTAINED.
PUMP DATA
ELEVATIONS
PRIMARY PUMP CAPACITY
81 GPM 00
TOP OF WETWELL
119.90
PRIMARY TDH
58' TDH
INLET INVERT
115.28
PUMP MANUFACTURER
L B E RT
HIGH LEVEL ALARM (HLA)
115.28
PUMP MODEL #
LGV034A
2nd PUMP ON (LAG)
114.28
R.P.M.
3,450
1st PUMP ON L( EAD)
113.28
HORSEPOWER
3
PUMPS OFF (OFF)
112.28
ELECTRICAL/ VOLTS / PHASE
480V/3
BOTTOM OF WETWELL
111.28
PUMP DISCHARGE SIZE
3"
WETWELL DIAMETER
48"
* ELECTRICIAN NOTES:
1. DRAWING NOT TO SCALE
* 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES
* 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS
* 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT
* 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT
* 6. NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V-SINGLE PHASE POWER.
RILEY & CO. / H-20 GP 09-29-16
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ALUMINUM COVER FIBERGLASS VALVE BOX (LOCKABLE)
w/ (LOCKABLE)
ACCESS HATCH 3" EMERGENCY PUMP -OUT
FIBERGLASS WETWELL w/ PLUG VALVE
H-20 LOAD RATED 2.5" SS (0-100 PSI) PRESSURE GAUGE
w/ 20 YR. WARRANTY Ow/ SHUT-OFF VALVE
FLANGE f FLANGE CONNECTION
ALUMINUM HATCH
(LOCKABLE)
FIBERGLASS VALVE BOX
(40" x 36" x 36" DEEP)
HDPE SDR11
BRACKET
BRACKEETT
1 g
PIPING & FITTINGS
(HEAT FUSED)
FLANGED
CONNECTION
316SS
2" PVC DRAIN
uFTING
CHAIN
"P-TRAP„
( )
OFF
�111111 A 0
INTEGRAL
FIBERGLASS
SLOPE-
6" r
6"
a
12" °
CONCRETE BASE SLAB AS PER
SPECIFICATIONS w/ #4 REBAR 18" O.C.
SWITCH DISCONNECT
CONTROLPANEL�
(LOCKABLE)
GENERATOR RECEPTOR
MODEL UL 1686 SCM460 -
GALVANIZED UNISTRUT
1" HOSE BIB
1" GALV. RISER
2" x 6" INTEGRAL FRP
BOTTOM SUPPORTS
ELECTRIC METER OR PULL POWER FROM BUILDING
2" CAPS
LIGHTNING ARRESTOR FIELD MOUNTED
BY ELECTRICIAN
2- SEAL -OFFS ( 2" ) BY ELECTRICIAN
z
PUMP POWER CABLES (2" CONDUITS)
FLOAT SWITCHES (2" CONDUIT)
SLEEVE REQUIRED r
2" RIGID ALUMINUM POSTS
TO WATER SUPPLY
0
CONCRETE AROUND POSTS
NOTE: GROUND ROD 12" DIA. x 24" DEER
REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION
TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY w/ POWER CO.)
LIFT STATION "FEBCO WATTS" (OAE)
ISOLATION PLUG VALVE
FRP VALVE COVER
16" x 16" x 16" DEEP
9 1
1' Eel:7_10
CAST-IRON 3" F.M.
PLUG VALVE
INTEGRAL FIBERGLASS SLOPE
L (3") CAST-IRON FLANGED PLUG VALVE
(3") CAST-IRON FLANGED CHECK VALVE
3" HDPE SDR11 (HEAT FUSED CONNECTIONS)
SLIDE RAILS 1 SCHAO AISI 304SS PIPE
CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT
FLOTATION 2.86 YD3 MAKE MONOLITHIC POUR WITH BOTTOM SLAB
BASIN ANTI -FLOTATION FLANGE
WETWELL BOTTOM
BOLT & SUPPORT DETAIL
PUMP DISCHARGE
BASE
2" x 6" INTEGRAL
FRP "C" CHANNEL
BOTTOM SUPPORTS
MIN. 1/2" DIA. x 3" SS
BOLTS WELDED TO A
(2" x 24" x 1 /4" )
SS ANCHOR PLATE
EMBEDDED IN FIBERGLASS
INCASE OF LIFT STATION FMI RGENCY CONTAC [ SIGN
EMERGENCY,
CALL NOTES:
"###-###-#." 1. SIGN SHALL BE ALE —WEATHER, (WATERPROOF).
(24 HOURS) 2. LLT[LRS AND NUMBERS SHALE BE 2 OR LARGER.
COT) Z
K11111001, 09
UA
w
Z
t!}
Z
U-
U
385 Douglas Avenue, Ste 2100
Altamonte Springs, FL 32714
Telephone 407.478.8750
Facsimile 407.478.8749
Selby G. Weeks 56991
revision
description
date
Al
AGENCY COMMENTS
03.16.23
Q
SJRWMD PAC
04.21.23
Q3
CITY COMMENTS
o6.26.23
®
CITY COMMENTS
07.27.23
O
0
drawn by: JD
checked by: SGW
date: o8/05/2022
plot scale: AS SHOWN
project number: N/A
file name:C600-DTLS-WEST-21TSGDoo1.DWG
Page 556 of 593
385 4ouglos Avenue. Ste 2100
Altamonte Springs, FL 32714
Telsoone 407.47&8750
Focsim le 407.47&8749
Todd W Bonnett, RLA FL *LA1718
N
w
F!
N
I
401
revision description date
Al AGENCY COMMENTS 03.20.23
0 AGENCY COMMENTS 06.07.23
0
0
0
0
drawn by: TWB
checked by: TWB
date: 11/02/2022
plot scale: AS SHOWN
project number: N/A
file name: 2022.139_Lool-LA
BASE-WEST.DWG
Liol
Page 557 of 593
GENERAL REQUIREMENTS
The Landscape Contractor shall be responsible for all materials and all work as called for on the landscape plans. The list
of plant quantities accompanying the plans shall be used as guide only. If a discrepancy occurs between the plans and
the plant list, the plans shall control.
The Landscape Contractor shall warranty all trees, shrubs, and ground covers for a period of one (1) year from the time of
final acceptance by Owner, Grounds Department Representative, and Landscape Architect.
The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shall be legally
liable for any damage caused by the instability of any plant material. Staking of trees shall be done utilizing a method
prescribed by Orange County Public Schools.
The Landscape Contractor shall research plans and contact appropriate agencies to determine the location of any
utilities and obstructions prior to commencing work. Any utilities or unanticipated obstructions shall be reported to
Landscape Architect or Owner immediately.
All plant material areas shall have an automatic underground irrigation system providing 100% coverage.
See Irrigation Design Plans for extent of irrigation for sodded areas.
Positive drainage shall be maintained away from all structures on the site.
PLANT SPECIFICATIONS
All nursery stock plant material shall be Florida #I or better in accordance with Grades and Standards for Nursery Plants
Parts I & 11, latest edition as published by the Florida Department of Agriculture and Consumer Services- Division of Plant
Industry.
All plant material shall be planted, fertilized and mulched as per the plant details and planting specifications noted on
the plans.
All container grown material shall be weed free, healthy, vigorous, well rooted plants, and established in the container in
which they are delivered to the site. The plants shall have tops which are good quality and in a healthy growing
condition. Established container grown plant material shall be grown in that container sufficiently long enough for the
new fibrous roots to have developed enabling the root mass to retain it's shape when removed the container. Plants
which have become root bound in the container are unacceptable.
All plant material that is not container grown shall be freshly dug, sound, healthy, vigorous, well branched, and free of
disease and insect eggs and larvae, and shall have adequate root systems. Where any requirements are omitted from
the plant list, the plants furnished shall be normal for the variety. Plants may be pruned prior to delivery only upon the
approval of the Landscape Architect.
9=11fiV4001
Granular fertilizer shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the
original unopened bags bearing the manufacturer's statement of analysis. Granular fertilizer shall be a controlled release
variety meeting the following requirements: sixteen percent (16%) nitrogen, four percent (4%) phosphorus, eight percent
(8%) potassium, plus iron.
Application Rates:
Plant size 16-4-8
1 gallon 1/4 lb.
3 gallon 1/3 lb.
5 gallon 1/3 lb.
7-15 gallon 1/2 lb.
1" - 6" caliper 2 lbs. per I" caliper
6" + caliper 3 lbs. per 1 " caliper
Sodded areas shall receive an application of the granular fertilizer (16-4-8) at a rate of 1/2 lb. of Nitrogen per 1,000 square
feet of sod area.
All Fertilizer shall be applied no sooner than 30 days after plant material, trees, and sod has been installed.
SOIL
Planting soil for use in preparing the backfill material for planting pits shall be added a rate of fifty percent (50%) planting
soil to fifty percent (50%) existing soil. This soil mix shall be used in all plant pits. Planting soil shall be a fertile, friable natural
topsoil of loamy character. It shall contain forty (40) to fifty (50) percent decomposed organic matter and be free of
heavy clay, stones larger than 1" in diameter, noxious weeds and plants, sod, partially disintegrated debris, insects or any
other undesirable material, plants or seeds that would be toxic or harmful to plant growth.
MULCH
All plant beds and tree watering basins shall be top dressed with three inches (3") of pine bark nuggets
6 =95
Refer to Landscape Plan for limits of sod.
All areas disturbed by construction (including material staging, equipment storage, temporary facilities, site access,
construction staff parking, etc.) beyond the minimum limits of sod as shown on the Landscape Plan shall be sodded as
needed.
All lawn areas to receive sod shall be disked four (4) to six (6) inches and graded to establish a level finished grade
ensuring positive drainage from all structures. All debris shall be removed from the site.
Sod shall be free of weeds and pests. It shall be laid evenly with tight fitting joints and rolled. The sod shall contain moist
soil which does not fall apart or tear when lifted.
See plant list for specific sod species and locations.
See 'Fertilizer' for requirements of all sodded areas.
CD FCED CD CD
FENCING FABRIC ORANGE
TENSAR GEOGRID (SNOW
FENCE) OR AN APPROVED
EQUAL. STAPLE TO VERTICAL
2X4 OR TIE TO METAL 'T"
POSTS.
EXISTING TREE
METAL T " POST
OR WOODEN 2X4
3'
ROOT FLARE VISIBLE
10% OF ROOT BALL ABOVE
SURROUNDING FINISHED GRADE
TREE PIT PLANTING HOLE DEPTH
90% OF ROOT BALL
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIATE
WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS. DO NOT ATTAC
FENCE MATERIAL TO TREES.
AC 2. TREE PROTECTION FENCING FABRIC TO BE PLACED 4' PAST THE CANOPY DRIP INE FOR
TREES THAT ARE TO BE PROTECTED.
3."TENSAR" HIGH STRENGTH POLMER GEOGRID FABRIC BY TENSAR CORPORATIO
W
MORROW, GEORGIA OR APPROVED EQUAL .08" THICK POLYETHYLENE ROOT '71 litoft
L
TREE PROTECTION DETAIL
N.T.S.
NOTE: TREE FROG RBK 40PT. SYSI
TREE FROG ENVIRONMENTAL PR
REMOVE TOP 1/3 OF BURLAP
AND WIRE BASKET IF B&B TREE
PROVIDED,
.08" THICK POLYETHYLENE ROOT
BARRIER (SURROUND APPLICATION)
BY CENTURY ROOT BARRIER OR
APPROVED EQUAL. ROOT BARRIERS
TO BE APPLIED FOR TREE
APPLICATIONS WITHIN 150R LESS
OF CURB LINES
TREE PLANTING DETAIL
REMOVE BURLAP & WIRE
BASKET FROM TOP 1/3 OF
ROOTBALL FOR ALL B&B TREE
SET TOP OF ROOT BALL
MULCH OVER GUYING
3" MULCH MIN. (TYP.), DO
NOT MULCH OVER ROOT BALL
MULCH RING SHALL BE 2'
PAST ROOT BALL PIT
SOIL BERM 6" (TYP.)
PREPARE PLANTING SOIL
AS SPECIFIED
UNDISTURBED SOIL
ARROWHEAD
310-DEGRADABLE
ANCHOR
N.T.S.
BARRIER (SURROUND APPLICATION)
BY CENTURY ROOT BARRIER OR
ROOTBALL DIA.
APPROVED EQUAL. ROOT BARRIERS
TO BE APPLIED FOR TREE
APPLICATIONS WITHIN I O'OR LESS
OF CURB LINES
SMALL CANOPY
TREE PLANTING DETAIL
SPREAD.
MULTI -TRUNK PLANTING DETAIL
NOTE:
DETAIL FOR USE WITH TREES
UNDER 12' IN HEIGHT
2" DIA. X 8'LONG PRESSURE
TREATED POLE (2 PER TREE)
TOP -MOST ROOT IN ROOT
BALL AT SURFACE
REMOVE TOP 1/3 OF BURLAP
FROM ROOT BALL
3" MULCH MIN. (TYP.), DO NOT
MULCH OVER ROOT BALL
4" SOIL BERM (TYP.)
UNDISTURBED SOIL
BACKFILL WITH NATIVE SOIL, SUPPLEMENT
SOIL AS SPECIFIED IN GENERAL NOTES
PRESSURE TREATED POLES EXTEND
2' INTO UNDISTURBED SOIL
N.T.S.
PLAN VIEW
X= SPACING ON CENTER (0 cI
wifil.
, W SHALL
FOLLOW BED LINE
3" MIN. MULCH(FYP.)
6" TYP. SOIL BERM
TO HOLD WATER
FINISHED GRADE
12" MIN. DEPTH OF PLANTING
SOIL FOR GROUNDCOVER BED
PREPARE PLANTING
SOIL AS SPECIFIED IN GENERAL
LANDSCAPE NOTES
EXISTING SUB SOIL
DUILUIINV
SHRUB AND GROUNDCOVER PLANTING DETAIL
N.T.S. N.T.S.
!EE FROG RBK 20PT. SYSTEM
)G ENVIRONMENTAL PRODUCTS
BASE OF TREE SHALL
BE PLANTED SLIGHTLY
ABOVE ADJACENT FINISH GRADE
SET TOP OF ROOT BALL MULCH
OVER GUYING
3" MULCH COVER (TYP.) 1" OVER
ROOTBALL. NO MULCH AGAINST TRUNK
6" SOIL SAUCER
DIAMETER OF TREE PIT TO BE TWICE THE
DIAMETER OF THE ROOT BALL. ROUGHEN
SIDE OF TREE PIT
PULVERIZED SOIL BACKFILL
UNDISTURBED SUBGRADE
ARBORGUY RBK 20 PLAN VIEW
W/ STRAPPING
TREE PLANTING PLAN DETAIL
TYPICAL PLANTING AT FIRE HYDRANT
N.T.S.
B0NNETTdesign group, 11c
landscape architecture
community planning
FL LC 26000341
400 S. Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
12" + HT. SHRUB
CANOPY TREE
PROPOSED FIRE DEPT.
CONNECTION
CLEAR AREA
PLAN
TREES AND SHRUBS TALLER THAN
12" SHALL NOT BE PLANTED ANY
CLOSER THAN *-0" FROM THE
BACK OR 7-6" FROM EACH SIDE
OF A FIRE HYDRANT OR FIRE DEPT.
CONNECTION
NO TREES OR SHRUBS SHALL BE
PLANTED IN FRONT OF A FIRE
HYDRANT OR FIRE DEPT.
CONNECTION.
TURF AND GROUNDCOVER
SHORTER THAN 12" IS PERMITTED
WITHIN THE CLEARANCE AREA
SECTION
385 Ow9los AveInue, Sle, 2100
Allornonle Springs. FL 32714
Telephone 407.47&8750
Focsimh* 407.47&8749
Todd W Bormett, RLA FL #LA1718
cq
revision
description date
AGENCY COMMENTS 03.20.23
drawn by: TWB
checked by: TWB
date: 11/02/2022
plot scale: AS SHOWN
project number: N/A
file name: 2022.139—Loo1-LA
BASE-WEST.DWG
Lio2
rftwm XIMI.I.M-1A &M-101Ifte ft Oft - kok ft &M3 *5701
Page 558 of 593
BONIVETZ design group, 11c
landscape architecture
community planning
FL LC 26000341
400 S. Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
385 0ouglos Avenue. Ste 2100
Altamonte 9s, FL 32714
Telephone 407.47&8750
Focsttnhe 407,478,8749
Todd W Bonnett, RLA FL *LA1718
F!
N
401
revision description date
Al
0
0
0
0
0
AGENCY COMMENTS 03.20.23
AGENCY COMMENTS o6.07.23
drawn by: TWB
checked by: TWB
date: 11/02/2022
plot scale: AS SHOWN
project number: N/A
file name: 2022.139_Lool-IRRIGATION
1 BASE-WEST.DWG
as
Fimm m 2MIJ9.L NM-/ihf, UN BASE-USU" PM 0M m a*. OL 203 kolas
Page 559 of 593
1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. HAND DIG
AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2" IN DIAMETER.
2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL
PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.
3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. DO NOT USE
POLYETHYLENE PIPE. USE WELDON 737 WITH A PURPLE PRIMER OR RED HOT CHRISTY'S BLUE GLUE ON ALL CONNECTIONS.
4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES, WINDOWS AND BLDG. WALLS. THROTTLE ALL
VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID
ANY WATER ON BUILDING WINDOWS.
5) NO RISERS SHALL BE USED.
6) ALL CONTROL WIRE CONNECTIONS SHALL BE MADE IN VALVE BOXES USING 3M DBR-Y WIRE
CONNECTORS AND SEALANT WITH WIRE NUTS.
7) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION.
THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A WHITE BOND PAPER COPY OF THE IRRIGATION PLAN ANY
INSTALLATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES
BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN
WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN. PROVIDE THE OWNER A PDF OF THE AS -BUILT
PLAN.
8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. THE
VALVE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER.
9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS
SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE
LANDSCAPE AREAS OR INSIDE A SCH. 40 SLEEVE.
10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24" FROM ANY WALL AND A MINIMUM OF 6" FROM ANY SIDEWALK, PATIO
OR ROAD. (MINIMUM OF 2'-0" WHERE THERE ARE NO BUMPER STOPS)
11) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE
CAUSED BY THEIR WORK.
12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST
ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS.
13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER, WELL OR PUMP SHALL BE PROVIDED TO
A JUNCTION BOX OR DISCONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR
BY OWNER WHEN IT IS NOT PART OF THE BID PACKAGE. CONFIRM THE LOCATION OF THE CONTROLLER WITH THE OWNER OR
GENERAL CONTRACTOR BEFORE ANY INSTALLATION.
14) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE
TYPES TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE
THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE
HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER, SHALL
HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN
THESE AREAS.
15) 48 HOURS BEFORE DIGGING, CALL 1-800-432-4770 (SUNSHINE STATE ONE CALL CENTER)
16) INSTALL THREE EXTRA CONTROL WIRES TO EACH TERMINATION OF THE MAIN. ALL CONTROL WIRES SHALL BE INSTALLED
INSIDE OF SCH. 40 GRAY PVC CONDUIT WHERE THEY CANNOT BE UNDER THE MAIN.
ZONE CHART
ZONE PLANT IRRIGATION WATER PRECIP. APPLIC. GPM MINUTES TOTAL
(TYPE) (TYPE) (DEMAND) (RATE) (IN. PER WEEK REQ.) (GPM) (PER CYCLE) (GALLONS)
1 TREE BUBBLER MEDIUM 1.5 1.0 12 20 240
2 PLANT DRIP MEDIUM 1.5 1.0 25 20 500
3 SOD SPRAY LOW 0.75 0.5 18 20 360
4 PLANT DRIP MEDIUM 1.5 1.0 14 20 280
5 TREE BUBBLER MEDIUM 1.5 1.0 13 20 260
6 SOD SPRAY LOW 0.75 0.5 15 20 300
7 PLANT DRIP MEDIUM 1.5 1.0 34 20 680
8 TREE BUBBLER MEDIUM 1.5 1.0 10 20 200
TOTAL GPM PER RUN CYCLE 141 160 2,820
TOTAL GPM PER WEEK 5,640
(PEAK WEEKLY DEMAND)
THE RUN TIMES SHOWN FOR THE ZONE IS FOR ONE RUN CYCLE AND WILL PROVIDE HALF THE REQUIRED
AMOUNT OF WATER NEEDED PER WEEK. TWO RUN CYCLES PER WEEK ARE REQUIRED TO PROVIDE THE TOTAL
WEEKLY REQUIREMENT. ALL RUN TIMES SHALL BE SET TO FOLLOW THE CURRENT WATER MANAGEMENT
DISTRICT REGULATIONS AND REDUCED TO ONLY ONE RUN TIME PER WEEK WHEN RESTRICTED BY DAYLIGHT
SAVINGS TIME OR WATER RESTRICTIONS. THE ZONE CHART IS PROVIDED AS A GENERAL OUTLINE ONLY. THE
CONTRACTOR SHALL BE RESPONSIBLE TO SET THE RUN TIMES BASED ON THE SPECIFIC SITE CONDITIONS AND
PLANT REQUIREMENTS. THIS SHALL INCLUDE, BUT NOT LIMITED TO, SOIL TYPE, DRAINAGE, SLOPES, SUN
EXPOSURE AND THE ESTABLISHMENT PERIOD. THE TOTAL GPM REQUIRED PER YEAR WILL BE LESS THAN THE
PEAK DEMAND PER WEEK TIMES 52 WEEKS, BASED ON THE RUN TIMES BEING REDUCED BY SENSORS AND A
REDUCED WATER DEMAND IN THE WINTER MONTHS.
MULCH (SEE LANDSCAPE PLAN)
BARBED FITTING
FINISH GRADE
DRIP TUBING
SEE LEGEND
BLANK
TUBING
L DRIP TUBING
12" SEE LEGEND
INSTALL A'U" SHAPED WIRE
STABILIZER EVERY 5'.
ANTELCO XPANDO TAKE -OFF
ADAPTER, CAPO RUBBER
GROMMET AND RATCHET CLAMP.
PVC TEE (SxSxS)
CONNECT TO HEADER PIPE 12" O.C.
THE MINIMUM SIZE SHALL BE 1 1/2"
CENTER MANIFOLD END MANIFOLD
MANIFOLD CONNECTION DETAIL
PVC SUPPLY HEADER
FLUSH VALVE ASSEMBLY
-PLANT BED
CONTROL VALVE
ASSEMBLY
9i
,.�-yp ■yam �_.y/R
EXISTING SOIL -
COMPACT THE
BACKFILL TO AVOID
SETTLING
LATERAL
OR MAINLINE
U
CONTROL WIRES '
TRENCHING DETAIL
12" FOR
LATERAL PIPE
AND 18" FOR
THE MAIN.
•
1) INSTALL ALL DRIP TUBING AT GROUND LEVEL AFTER PLANT INSTALLATION. INSTALL NETAFIM TLS6 U SHAPED WIRE
STABILIZERS A MIN. OF 4' O.C. TO HOLD THE LINES IN PLACE.
2) KEEP ALL DRIP LINE CLEAN AT ALL TIMES BEFORE THE FINAL CONNECTION. ALL TUBE ENDS SHALL BE
INTERCONNECTED TO ALL OTHER DRIP TUBES. DO NOT DEAD END TUBING. SINGLE ROWS SHALL HAVE A END CAP
AND NOT BENT OVER OR TAPED.
3) AVOID SHARP BENDS IN THE TUBING. DO NOT BEND THE TUBING WITH LESS THEN A 12" RADIUS. THERE SHALL
NOT BE ANY KINKS IN THE TUBING.
4) ALL DRIP TUBING SHALL HAVE UNIFORM SPACING AND BURIAL DEPTH. THE PLAN DOES NOT ALWAYS REFLECT THE
EXACT SPACING OR LAYOUT OF THE TUBING. LAYOUT THE TUBING DOWN THE LONGEST WIDTH WHEN POSSIBLE. ADAPT
THE TUBING TO CURVED BEDS OR PLANTERS AS REQUIRED. ADJUST AND ADAPT THE TUBING FOR ALL TREES. REFER TO
THE TREE DRIP RING DETAIL.
5) INSTALL DRIP TUBING TO ALL AREAS THAT SHALL RECEIVE PLANT MATERIAL.
SEE THE LANDSCAPE PLAN FOR THE EXACT LOCATIONS. THERE SHALL BE A MINIMUM OF TWO ROWS OF TUBING ON
A SINGLE ROW OF PLANTS.
6) SPACE TUBING AS NOTED ON THE PLAN. DO NOT SNAKE TUBING BACK AND FORTH EXCEPT WHERE SHOWN ON
THE PLAN. ALWAYS INSTALL A HEADER PIPE UNLESS THE TOTAL GALLONAGE OF AN AREA IS 3 GPM OR LESS.
7) REFER TO THE MANUFACTURERS DRIP INSTALLATION MANUAL FOR INSTALLATION
INSTRUCTIONS. ALL FITTINGS SHALL BE THE SAME TYPE AND MANUFACTURER AS THE DRIP TUBING.
8) ALWAYS FLUSH ALL LINES BEFORE FINAL CONNECTION.
9) INSTALL A A "SYSTEM ON" INDICATOR FLAG ON EVERY ZONE WHERE IT IS SEEN FROM THE CONTROL VALVE.
10) INSTALL FLUSH VALVES WHERE SHOWN AT THE ENDS OF EACH RUN OF DRIP TUBING AND ONE FOR EVERY 15
GPM OF TUBING.
11) CLEARLY AND NEATLY MARK THE TOP OF EACH VALVE BOX WITH THE TYPE OF EQUIPMENT THAT IT CONTAINS.
(I.E. VALVE, FLUSH VALVE, ETC.)
12) THE DRIP ZONE VALVE ASSEMBLY SHALL BE PLACED INSIDE AN ARMOR JUMBO VALVE BOX. THE VALVE SHALL BE
INSTALLED AS PER THE DETAIL ON THE PLANS.
13) THE DRIP TUBING SHALL HAVE EMITTERS EVERY 12" AND SHALL BE SPACED 12" APART IN GROUND COVER BEDS
AND A MINIMUM OF TWO RUNS FOR EACH ROW OF SHRUBS WHEN THE SHRUBS ARE SPACED FARTHER THAN 2' ON
CENTER.
14) REFER TO THE ZONE CONTROL KIT DETAIL FOR FILTER SIZES.
15) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS/HER WORK WITH THE LANDSCAPE
CONTRACTOR.
NOZZLE CHART
G.P.M.
LETTER SPEC. COLOR 40 PSI DISTANCE
RADIUS ZONE LABELS
A
MP2000
RED
1.47
19,
FULL 360°
ZONE NUMBER
GPM
"' ZONE
CANT
SOD
M TREESS
HIGH
WATER USE MEDIUM
LOW
B
MP CORNER
TURQUOISE
.45
14'
CORNER 105°
C
MP CORNER
TURQUOISE
.19
14'
CORNER 45°
D
MP2000
BLACK
.74
19,
HALF 180°
F
MP2000
BLACK
A0
19,
QUARTER 90°
G
MP END STRIP
COPPER
.22
5' X 15'
END STRIP
H
RAIN. XPCN
BLACK
.23
4.5'
HALF PATTERN
K
MP815
OLIVE
1.87
8'-16'
FULL 360°
M
MP SIDE S
BROWN
.44
5' X 30'
SIDE STRIP
S
MP815
MAROON
.49
8'-16'
90 180 °
T
MP815
MAROON
.93 8'-16'
90 180 °
V
MP3000
BLUE
.86
30'
QUARTER 90
W
MP3000
BLUE
1.82
30'
HALF 180°
X
MP3000
YELLOW
2.73
30'
THREE QTR. 270 °
Y
MP3000
GRAY
3.64
30'
FULL 360°
Z
MP2000
GREEN
1.10
19,
THREE QTR. 270`
THE NOZZLES LISTED SHOW THE TYPE OF MP ROTATOR NOZZLE THAT SHOULD BE USED. THE CONTRACTOR
SHOULD INSTALL CORRECT NOZZLE IN EACH HEAD AS SHOWN BY THE LETTER BESIDE THE HEAD ON THE PLAN.
DO NOT USE MP1000 SERIES NOZZLES. THE GPM, DISTANCE AND ANGLE ON THE NOZZLE CHART ARE
APPROXIMATE. THE CONTRACTOR SHALL ADJUST ALL NOZZLES TO PROVIDE THE 100% COVERAGE, BUT LIMIT
OVERTHROW ON TO BUILDINGS, WALLS, PAVEMENT, ETC. THE HEADS SHALL BE SPACED AS PER THE PLAN.
SCALE THE PLAN FOR DISTANCE. DO NOT ASSUME THAT ALL HEADS ARE SPACED AS PER CONVENTIONAL
SPRAY HEADS. THE PRECIPITATION RATE FOR THESE NOZZLES IS LESS THAN A CONVENTIONAL SPRAY NOZZLE.
FOLLOW THE ZONE CHART FOR AN APPROXIMATE RUN TIME FOR EACH ZONE, BUT SET THE RUN TIME ON THE
CONTROLLER BASED ON THE SPECIFIC SITE CONDITIONS. DO NOT SUBSTITUTE WITH STANDARD NOZZLES.
INSTALL A DRIP RING AROUND ALL TREES WITHIN THE DRIP
TUBING AREAS OR AS INDICATED ON THE LEGEND.
I DRIP TUBING/PVC LATERAL
6"
RAINBIRD XERI-BUBBLER
INSTALL THREE RAINBIRD a Oa
XERI-BUBBLERS (UXB-360) 0-357BALL
ALL CANOPY TREES AND ANY Ta
GALLON OR LARGER (1 TO 2 GS
REQUIRED TO PROVIDE PROPE
COVERAGE. 12"
TREE ROOT NETAFIM DLOOP
DRIP BUBBLER DETAIL
BRAND F-VALVE INTO LID FOR
VALVE
FINISH GRADE
RAINBIRD SUBTERRANEAN
EMITTER BOX
AUTO FLUSH VALVE
BLANK TUBING
FLUSH VALVE
II MULCH
LEGENDUSE HUNTER MP ROTATOR NOZZLES
• 1 HUNTER PRS40 6" POP-UP SPRAY HEAD
® I TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE
ONETAFIM DRIP BUBBLER TREE RING- REFER TO DRIP BUBBLER DETAIL
HUNTER DRIP ZONE ECO-INDICATOR- REFER TO THE DETAIL
(NOT SHOWN ON THE PLAN)
A NETAFIM FLUSH VALVE
(NOT SHOWN ON THE PLAN)
NETAFIM COPPER TECHLINE CV 17MM DRIP TUBING- 1 GPH EMITTERS EVERY 12".
GROUNDCOVER PLACE ROWS 12" APART IN ALL GROUND COVER BEDS. INSTALL A DOUBLE ROW
ON ALL HEDGE ROWS. REFER TO ALL NOTES AND DETAILS ON THIS SHEET.
HEDGE
CLASS 200 PVC MAINLINE-2"
CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN.
MINIMUM SIZE OF 3/4"
MONEEr SCH. 40 SLEEVE (MINIMUM OF 24" DEPTH AND 2 SIZES LARGER THAN THE
PIPE SIZE OR AS LABELED ON THE PLAN)
HUNTER ICV ELECTRIC VALVE. SIZE AS SHOWN BELOW. INSTALL VALVE IN
A 11"X17" VALVE BOX AND COVER
0-25 GPM=1" 26-50 GPM=1 1/2"
® HUNTER ZONE CONTROL KIT- REFER TO THE DETAIL.
t9V1V1VC11 QeSZgJZSroup, 66C
landscape architecture
community planning
FL LC 26000341
400 S. Orlando Ave. Suite 201
Maitland, FL 32751
407.622.1588 voice
C00 z
00
-Y,
UJ
w
z
0
UJ
385 Oou9ios Avenue, Ste 2100
Altamonte Sprrn9so FL 32714
Telephone 407,47&8750
Focsknl* 407,47&8749
Todd W Bonnett, RLA FL #LA1718
CONTROLLER- HUNTER ICC-2. WHERE SHOWN ON THE PLAN. INSTALL WITH A
HUNTER MINI-CLIK RAIN SENSOR. GROUND WITH A MINIMUM 8' COPPER CLAD
ROD. SLEEVE TO AS REQUIRED.
POINT OF CONNECTION TO A 1 1/2" POTABLE IRRIGATION METER AND
P BACKFLOW PREVENTER. REFER TO THE UTILITY PLAN FOR THE EXACT
LOCATION AND DETAILS.
W
CITY OF OCOEE NOTES
THE DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH
UTILITIES DEPARTMENT FOR WATER CONSERVATION
INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY
CALLING 407-905-3159.
FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE
EXEMPTION FROM CITY OF OCOEE CODE OF ORDINANCES
w
CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY
DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO
CONSTRUCTION.
HIGH VOLUME IRRIGATION (SPRAY HEADS) IS USED ON
LESS THAN 60% OF THE LANDSCAPE AREA. DRIP TUBING
(MICRO -IRRIGATION) AND NON -IRRIGATED AREAS IS USED TO
MEET THIS REQUIREMENT.
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND
VERTICAL CONSTRUCTION, SHALL INCORPORATE
WATERSENSE PLUMBING FIXTURES AND ENGERY STAR
APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF
OCOEE'S CODE OF ORDINANCES.
I
AN VIEW
LEGEND
1. HUNTER ICZ-101 1" A
CONTROL ZONE KIT. (0-20 GPM)
B HUNTER ICZ-151 1 1/2'
CONTROL ZONE KIT. (21-60 GPM)
2. CONTINUE 14 GAUGE WIRE TO THE CONTROLLER. INSTALL THE
WIRE UNDER THE MAIN. INSTALL IN CONDUIT WHERE THE MAIN
DOES NOT CONTINUE. (EXCEPT TWO -WIRE SYSTEMS)
3. HUNTER ICV VALVE
4. WATERPROOF CONNECTORS (DBY ON TWO -WIRE SYS.)
5. PVC UNION FOR SERVICING ASSEMBLY.
6. JUMBO PLASTIC VALVE BOX.
7. PVC PIPE FROM POINT OF CONNECTION. (45 OR 90 DEG.)
8. PVC PIPE TO IRRIGATION ZONE.
9. SOIL SEPARATOR FABRIC W/ BRICK UNDER EACH CORNER
10. FINISHED GRADE.
REFER TO THE DECODER DETAILS FOR TWO -WIRE SYSTEMS
FOR DECODERS, WIRE SPECIFICATIONS AND WIRE NUTS.
ZONE CONTROL KIT DETAIL
* ALL VALVE BOXES SHALL BE MARKED INSIDE
WITH THE ZONE NUMBER ON PLASTIC CHRISTY
TAGS OR AS PER THE WRITTEN SPECIFICATIONS.
* DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE
ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHALL BE
A MINIMUM OF 6' APART AND INSTALLED IN THE SOD
AREA.
LABEL LID (IRRIGATION)
11"X17" VALVE BOX FINISH GRADE ,
KING "ONE STEP"
6" MIN.
CONNECTORS
EXPANSION SURGE
CABLE
45 OR 90
VALVE
4 5 OR 90
PLACE A BRICK
TO LATERAL LINE
UNDER EACH
TEE
SOIL SEPARATOR FABRIC
CORNER
MAINLINE
PLACE CONTROL
WIRES UNDER MAIN
ELECTRICAL
VALVE
WOOD STAKE WITH YELLOW RIBBON
LABEL "IRRIGATION SLEEVES"
(EACH END OF SLEEVES) MIN. OF
ROADWAY MIN. OF 30"
GREEN SPACE ABOVE GRADE
MINIMUM OF,
24" BELOW ROADS
18" BELOW SIDEWALKS
SCH. 40 SLEEVE
(SEE PLAN FOR SIZES)
-CAP(UNGLUED) CAP (UNGLUED)
SLEEVE DETAIL
EXTEND PAST EVE OF BLDG.
ELECTRICAL CONDUIT 120 V.
PVC CONDUIT TO THE START OJ8'
MAINLINE. PLACE WIRES UNDE
OR INSIDE CONDUIT.
GROUND WITH 5/8" X 8' COPPER
RODS TO 10 OHM'S OR LESS. M
CONNECTION WITH CADWELD P
SHOT.
VALVE BOX/GROUND RODS. INS@ ALL
MIN. OF 8' FROM CONTROLLER AAPART.CADWELD PLUS ONE SHOT.GROUND ROD
WIRE AS PER LOCAL CODE
PLACE THE RAIN SENSOR TO RECEIVE RAIN
FROM ALL DIRECTIONS.
CONTROLLER DETAIL
revision description date
Ai AGENCY COMMENTS 03.20.23
0
0
0
0
drawn by: TWB
checked by: TWB
date: 11/02/2022
plot scale: AS SHOWN
project number: N/A
file name: 2022.139_Lool-IRRIGATION
1 BASE-WEST.DWG
L2o2
Page 560 of 593
T.O. PANEL
ELEV. +45'-0"
T.O. PANEL
ELEV. +43'-0"
OIL FINISH FLOOR
ELEV. +0'-0"
OIL T.O. PANEL
ELEV. +38'-8"
OIL FINISH FLOOR
ELEV. +0'-0"
T.O. PANEL
ELEV. +38'-8"
STRUCK APRON
ELEV. -4'-0"
T.O. PANEL
ELEV. +45'-0"
T.O. PANEL
ELEV. +39'-8"
FINISH FLOOR �
ELEV. +0'-0"
T.O. PANEL
ELEV. +45'-0"
T.O. PANEL
ELEV. +43'-0"
FINISH FLOOR
ELEV. +0'-0"
T.O. PANEL
ELEV. +38'-8"
FINISH FLOOR
ELEV. +0'-0"
THIS INSTRUMENT PREPARED BY
AND SHOULD BE RETURNED TO:
PREPARED BY:
Richard S. Geller, Esq.
FISHBACK DOMINICK, LLP.
1947 Lee Road
Winter Park, FL 32789
RETURN TO:
Melanie Sibbitt, City Clerk
CITY OF OCOEE
1 North Bluford Avenue
Ocoee, FL 34761
DEVELOPMENT AGREEMENT
429 Business Center Phase II West Development
For Recording Purposes Only
THIS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into as
of the day of December, 2023, by and between 409 OCOEE APOPKA, LLC, a Florida
limited liability company, whose post office address is 250 South Orange Avenue, Suite 700,
Orlando, Florida 32801 (together with its successors and assigns, hereinafter referred to as the
"Owner") and the CITY OF OCOEE, a Florida municipal corporation, whose mailing address is
1 North Bluford, Ocoee, Florida 34761 (hereinafter referred to as the "City").
WHEREAS, Owner owns fee simple title to certain lands located within the corporate
limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A"
attached hereto and by this reference made a part hereof (hereinafter referred to as the
"Property"); and
WHEREAS, Owner has submitted to the City an application for a Large -Scale
Preliminary Site Plan for construction of 70,720 square feet of light industrial and flex
warehouse space (the "Application"); and
WHEREAS, the Planning and Zoning Commission has held a public hearing to review
the Application and at such hearing found the Application to be consistent with the intent of the
Comprehensive Plan, Land Development Code and State Road (SR) 429 Overlay District
Business Character Area and has recommended that the Ocoee City Commission approve the
Application subject to conditions of approval; and
WHEREAS, the City has required that Owner execute this Agreement as a condition
precedent to the consideration of the Application by the Ocoee City Commission; and
WHEREAS, the City has determined that the execution of this Agreement is essential to
the public health, safety and welfare and the ability of the City to plan for proper traffic
circulation and utility facilities and services in the vicinity of the Property in accordance with the
Ocoee Comprehensive Plan; and
Page 1 of 15
Page 562 of 593
WHEREAS, the City has determined that final approval of the Application and
development of the Property shall be subject to the terms, conditions and limitations hereinafter
set forth; and
WHEREAS, pursuant to the Application of the Owner, on ,
20 , the Ocoee City Commission approved the Large -Scale Preliminary Site Plan Application;
and
WHEREAS, the provisions of Section 4-10 of Article IV of the Ocoee Land
Development Code require that Owner and the City enter into a development agreement
incorporating all plans and conditions of approval by reference; and
WHEREAS, Owner and the City desire to execute this Agreement in order to fully
comply with the provisions of the Ocoee Land Development Code.
NOW, THEREFORE, in consideration of the premises and other good and valuable
considerations exchanged between the parties hereto, the receipt and sufficiency of which is
hereby acknowledged, the parties hereto agree as follows:
Section 1. Recitals. The above recitals are true and correct and incorporated herein
by this reference.
Section 2. Development Approvals. Nothing herein will be construed to grant or
waive on behalf of the City any development approvals that may be required in connection with
the Final Site Plan (as defined below) or the Owner's development of the Property.
Notwithstanding this Agreement, the Owner must comply with all applicable procedures and
standards relating to the development of the Property.
Section 3. Development of the Property.
A. Owner hereby agrees to develop the Property in accordance with
that certain Large -Scale Preliminary Site Plan for the Property, date stamped as received by the
City on (hereinafter referred to as the "Site Plan"), with such
changes thereto as may be agreed upon in the approval of a Final Site Plan for the Property (the
"Final Site Plan"). The Site Plan is hereby incorporated herein by reference as if fully set forth
herein.
B. The use of the Property, in accordance with the Site Plan, is for
Light Industrial and Flex Warehouse Space.
C. Owner hereby agrees that the Property shall be developed in
accordance with and is made subject to those certain Conditions of Approval attached hereto as
Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). Owner
further agrees to comply with all of the terms and provisions of the Conditions of Approval.
D. Except as otherwise expressly set forth in this Agreement, the Site
Plan and the Final Site Plan, it is agreed that (1) Owner shall comply with the zoning and
Page 2 of 15
Page 563 of 593
subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may
from time to time be amended, and (2) all preliminary site plans and final site plans for the
Property or any portion thereof shall conform to the Ocoee Land Development Code
requirements in effect at the time of approval of any such plans. In the event of any conflict
between the provisions of the Ocoee Land Development Code, as it may from time to time be
amended, and this Agreement, the Site Plan or the Final Site Plan, as applicable, it is agreed that
the provisions of this Agreement, the Site Plan or the Final Site Plan, as applicable, shall control.
E. Utility Improvements. The Owner shall be responsible for all of
the following utility improvements:
1) All onsite water and sewer shall be privately owned and
maintained.
2) All public utilities within easements and private utilities
constructed within public rights -of -way shall be
constructed to City standards.
3) No trees, shrubs or bushes shall be constructed on top of or
within 10 feet of public utilities.
4) The Owner shall construct an on -site private lift station and
force main with connection to the 429 Business Center
Phase II East force main. Force main shall not be located
within the right-of-way of the new east -west road.
5) Owner shall extend a new ductile iron watermain westward
from the watermain constructed as part of the 429 Business
Center Phase II East watermain to Pine Street. Line size
shall be approved by Utilities under the Final Site Plan
review.
6) Fire service shall be supplied from Ocoee Apopka Road.
F. Drainage: Mass -grade permit issued prior to site plan approval)
a) Protection of erosion
b) Timing of permit
c) Must have SJRWMD Permit
G. Final Site Plan Drainage
a) Phase drainage plan
b) Easement language — Dedication of wetlands
Page 3 of 15
Page 564 of 593
c) Drainage/stormwater run-off shall be maintained on -site
H. Clear and grub permit
a) A Stormwater Prevention Plan (SWPP) is required as part
of a permit for the clearing and grubbing of land.
b) Clear and Grub and or Mass Grading permit can be issued
before Final Site Plan approval.
I. Transportation Improvements
a) [Intentionally deleted].
b) Design and construction to City standards of a new east -
west road as a 50-ft public right-of-way from the 429
Business Center Phase II East boundary to Pine Street.
Right-of-way dedication and design and construction of the
new east -west road shall be at no cost to the City.
Completion and dedication of the right-of-way shall be a
condition precedent to obtaining a certificate of completion
or occupancy for the Property; provided, however, that the
City will accept the dedication of the right-of-way upon the
satisfaction of all requirements for such dedication pursuant
to applicable law.
Section 4. Notice. Any notice delivered with respect to this Agreement shall be in
writing and be deemed to be delivered (whether or not actually received) when (1) hand
delivered to the other party at the address appearing on the first page of this Agreement, or (ii)
when deposited in the United States Mail, postage prepaid, certified mail, return receipt
requested, addressed to the party at the address appearing on the first page of this Agreement, or
such other person or address as the party shall have specified by written notice to the other party
delivered in accordance herewith.
Section 5. Binding Effect and Successors. This Agreement shall run with the
Property and the rights and the obligations under this Agreement shall benefit, burden, and bind
the successors, heirs and assigns of all parties to this Agreement. The rights granted to Owner
under this Agreement relate specifically to the Property and are not permitted to be transferred to
any other property.
Section 6. Recordation of Agreement. The parties hereto agree that an executed
original of this Agreement shall be recorded by the City, at Owner's expense, in the Public
Records of Orange County, Florida. The City will, from time to time upon request of Owner,
execute and deliver letters affirming the status of this Agreement subject to reimbursement by
Owner for all fees and costs incurred by the City.
Page 4 of 15
Page 565 of 593
Section 7. Title to Property. Owner warrants and represents to the City that it is the
fee simple owner of the Property, free and clear of any mortgages or liens, or, in the event a
mortgage or lien exists, Owner, at Owner's sole cost, shall obtain the necessary joinders and
consents and subordinations to this Agreement (and documents called for herein) or releases
from the appropriate parties with an interest in the Property. Owner shall provide to City,
certified surveys, title reports or other documents evidencing such ownership interest.
Section 8. Applicable Law. This Agreement and the provisions contained herein
shall be construed, controlled, and interpreted according to the laws of the State of Florida.
Section 9. Time of the Essence. Time is hereby declared of the essence to the
lawful performance of the duties and obligations contained in this Agreement.
Section 10. Agreement; Amendment. This Agreement constitutes the entire
agreement between the parties, and supersedes all previous discussions, understandings and
agreements, with respect to the subject matter hereof. Amendments to and waivers of the
provisions of this Agreement shall be made by the parties only in writing by formal amendment.
Section 11. Further Documentation. The parties agree that at any time following a
request therefor by the other party, each shall execute and deliver to the other party such further
documents and instruments, in form and substance reasonably necessary to confirm and/or
effectuate the obligations of either party hereunder.
Section 12. Default. In the event of a breach, default, or violation of one or more of
the material provisions herein by the Owner or the City, the violating party shall be given sixty
(60) days to cure such violation upon receipt of written notice of the breach, default or violation
from a non -violating party. In the event of a breach of this Agreement by the Owner or its
successors and assigns that also constitutes a violation(s) of development order conditions and of
a violation(s) of the Ocoee Land Development Code, the City may, in addition to other remedies,
pursue code enforcement remedies afforded by law to cause the correction of such violation(s).
In the event of a breach that is not cured within the aforementioned sixty (60) day notice period,
the City shall be permitted to without further notice and Owner's opportunity to cure
immediately withhold the issuance of and issue stop work orders on, certificates of occupancy,
site permits and building permits associated with the Property, or any combination thereof, in the
event Owner or its successors and assigns in interest, is in violation of any Florida Building
Code, City of Ocoee Code of Ordinance or Ocoee Land Development Code provision(s) until the
Owner's cure thereof consistent with such code. Notwithstanding anything to the contrary
contained herein, in the event a Lender or a Successor Owner acquires title to the Property,
neither such Lender nor any Successor Owner shall have any obligation to commence or
complete the development of the Property (except as may be required by the City to satisfy life
safety -related regulations) and in the event of any failure or election of any Successor Owner to
so commence or complete, the City's only remedy hereunder shall be to terminate this
Agreement and revoke its approval of the Site Plan and the Final Site Plan; provided, however,
that upon the request of the City and at no cost to the City, the Lender or Successor Owner, as
applicable, will convey to the City the portion of the Property on which the 50-foot public right-
of-way described in Section 3Q) above was to be constructed. As used in this Section 12, (x)
"Lender" means any lender making a loan secured by the property and (y) "Successor Owner"
Page 5 of 15
Page 566 of 593
means Lender (or its designee or nominee) or any purchaser who acquires title to the Property
via a foreclosure or deed -in -lieu of foreclosure in connection with the exercise of Lender's
remedies under any such loan secured by the Property.
Section 13. Attorneys' Fees. In the event that either party finds it necessary to
commence an action against the other party to enforce any provision of this Agreement or
because of a breach by the other party of any terms hereof, the prevailing party shall be entitled
to recover from the other party its reasonable attorneys' fees, legal assistants' fees and costs
incurred in connection therewith, at both trial and appellate levels, including bankruptcy
proceedings, without regard to whether any legal proceedings are commenced or whether or not
such action is prosecuted to judgment.
Section 14. Non Waiver of Sovereign Immunity. Nothing contained in this
Agreement nor in any instruments executed pursuant to the terms of this Agreement shall be
construed as a waiver or attempted waiver by the City of its sovereign immunity under the
Constitution and laws of the State of Florida.
Section 15. Counterparts. This Agreement may be executed in any number of
counterparts, each of which shall be deemed to be an original but all of which together shall
constitute one and the same instrument.
Section 16. Captions. Captions of the Sections and Subsections of this Agreement are
for convenience and reference only, and the words contained therein shall in no way be held to
explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions
of this Agreement.
Section 17. Severability. If any sentence, phrase, paragraph, provision, or portion of
this Agreement is for any reason held invalid or unconstitutional by any court of competent
jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and
such holding shall not affect the validity of the remaining portion hereof.
Section 18. Effective Date. The Effective Date of this Agreement shall be the date
when the City signs the Agreement.
f►y[�I►/_rllil �if.`�C�l�i]w��1L�/
Page 6 of 15
Page 567 of 593
IN WITNESS WHEREOF, Owner and the City have caused this instrument to be
executed by their duly authorized officers as of the day and year first above written.
Signed, sealed and delivered in the
presence of
Print Name
Print Name
STATE OF FLORIDA
COUNTY OF ORANGE
OWNER:
409 OCOEE APOPKA, LLC, a Florida limited
liability company
By:_
Name:
Title:
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
and County aforesaid to take acknowledgments, personally appeared ,
as Manager of 409 Ocoee Apopka, LLC, a Florida limited liability company, who [] is
personally known to me or [ ] produced as
identification.
WITNESS my hand and official seal in the County and State last aforesaid this day of
December, 2023.
Signature of Notary
Name of Notary (Typed, Printed or Stamped)
Commission Number (if not legible on seal):_
My Commission Expires (if not legible on seal):
Page 7 of 15
Page 568 of 593
Signed, sealed and delivered in the
presence of:
Print Name:
Print Name:
FOR USE AND RELIANCE ONLY BY THE
CITY OF OCOEE, FLORIDA. Approved as to
form and legality this day of
FISHBACK DOMINICK, LLP
City Attorney
STATE OF FLORIDA
COUNTY OF ORANGE
CITY:
CITY OF OCOEE, FLORIDA
Attest:
Rusty Johnson, Mayor
Melanie Sibbitt, City Clerk
(SEAL)
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING HELD ON
DAY OF ,
, UNDER AGENDA ITEM NO.
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
and County aforesaid to take acknowledgments, personally appeared RUSTY JOHNSON and
MELANIE SIBBITT, personally known to me to be the Mayor and City Clerk, respectively, of
the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in
the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in
them by said municipality.
day of
WITNESS my hand and official seal in the County and State last aforesaid this
Signature of Notary
Name of Notary (Typed, Printed or Stamped)
Commission Number (if not legible on seal):
Page 8 of 15
Page 569 of 593
My Commission Expires (if not legible on seal):
Page 9 of 15
Page 570 of 593
EXHIBIT "A"
LEGAL DESCRIPTION
FOR INFORMATION ONLY: ADDRESS: 701, 707 & 711 PINE ST (PARCEL ID: 18-22-28-
0000-00005, 18-22-28-0000-00106, 18-22-28-0000-00105)
NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST
1/4 AND SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE
NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE
COUNTY, FLORIDA (LESS THE WEST 448 FEET OF THE SOUTH 1.00 FEET OF THE
NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST
1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST AND LESS THE LAND
LYING EAST OF CENTER LINE OF THE DITCH SURVEY LINE DESCRIBED AS
FOLLOWS: COMMENCE ON THE EAST LINE OF THE NORTHWEST 1/4 OF SECTION
18 AT A POINT 343.6 FEET NORTH OF THE SOUTHEAST CORNER THEREOF AND
RUN SOUTH 89"02'48" WEST, 55.17 FEET; THENCE RUN NORTH 51°44'12" WEST,
996.47 FEET; THENCE RUN NORTH 00°57'42" WEST, 298.7 FEET; THENCE RUN
NORTH 00030'18" EAST, 290.02 FEET; THENCE RUN NORTH 00°46'42" WEST, 255.38
FEET; THENCE RUN NORTH 07°33' 18" EAST, 318.92 FEET; THENCE RUN NORTH
04°59'18" EAST, 149.98 FEET; THENCE RUN NORTH 13°21'18" EAST, 152.42 FEET;
THENCE RUN NORTH 02°18'42" WEST, 150.8 FEET TO THE NORTH LINE OF SAID
SECTION 18);
ALSO LESS THE SOUTH 20 FEET OF THE WEST 449 FEET OF THE ABOVE
DESCRIBED PARCEL.
LESS AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF OCOEE BY
SPECIAL WARRANTY DEED RECORDED SEPTEMBER 16, 2020, IN OFFICIAL
RECORDS INSTRUMENT NUMBER 20200486135, PUBLIC RECORDS OF ORANGE
COUNTY, FLORIDA.
Page 10 of 15
Page 571 of 593
EXHIBIT "B"
CONDITIONS OF APPROVAL
Section A. General
1. The City of Ocoee, Florida (the "City") is subject to the terms, provisions and restrictions
of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building
permits under certain circumstances. The City has no lawful authority to exempt any
private entity or itself from the application of such state legislation and nothing herein
shall be construed as such an exemption.
2. This project shall be developed in two (2) phases.
3. Each phase of the project will stand on its own with respect to public services (sewer,
water, stormwater management, access and other related services).
4. Except as specifically noted on this plan, development of the property shall be consistent
with the requirements of the City of Ocoee Code of Ordinances (the "Code"), which
Code includes Chapter 180, the City of Ocoee Land Development Code (the "Land
Development Code").
5. Nothing herein shall be construed to waive any provision of the Land Development Code
except to the extent expressly set forth on a waiver table or explicitly set out on the plan.
6. Any damage caused to any public streets as a result of the construction activities related
to the project shall be promptly repaired by the Owner to the applicable governmental
standards at the Owner's sole cost and expense.
7. There shall be no access from the property to any public streets except at the approved
locations shown on the approved Final Site Plan.
8. All existing structures (including buildings, power lines, existing aerial and utility
facilities) will be removed and/or terminated prior to or during construction of the
development replacing those uses.
9. All legal instruments including, but not limited to (i) declarations of covenants,
easements and restrictions for the property, if any; (ii) articles of incorporation and
bylaws of the property owners' association, if any (the "Association"); and (iii) warranty
deeds, easements and bill of sale documents to the Association, the City, the County
and/or the St. Johns River Water Management District ("SJRWMD") shall be provided to
the City for review and approval prior to platting all or a portion of the property.
10. Parking within the Property shall be provided in accordance with the Land Development
Code or as otherwise set forth in the Final Site Plan.
Page 11 of 15
Page 572 of 593
11. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker
shall be affixed to the street in the center of the lane closest to each hydrant.
12. The Owner of the Property shall be responsible for installing reuse lines along with the
other subdivision infrastructure. At such time as reuse water is available to the Property,
the Owner shall be responsible for connection to the reuse system lines.
13. Pursuant to the Land Development Code, all signage must be consistent with the legally
assigned name of the development. Any subsequent change to the name of the
development must be approved by the City Commission of the City.
14. To the extent these Conditions of Approval conflict with the Land Development Code,
the provisions of these Conditions of Approval shall control.
Section B. Trees
1. All landscape areas will be irrigated and have an automatic rain sensor.
Section C. Easements/Utilities
1. All cross access, utility and drainage easements shall be provided prior to or at the
time of permit issuance.
2. All existing onsite utilities including electrical, cable, TV, and telephone located
in the road right of way shall be relocated as necessary and shall remain overhead.
4. Unless otherwise noted, there shall be a ten -foot (10') utility and drainage
easement adjacent to all street rights -of -way.
5. Final easement dimensions will be shown on the Final Site Plan and will be sized
to meet City requirements.
6. A perpetual, non-exclusive access easement over all internal roadways and other
paved areas is hereby granted in favor of the City and other applicable authorities for law
enforcement, fire and other emergency services. The City may require that the owner
execute an easement in recordable form with respect to the foregoing.
7. An emergency access easement to the retention ponds and over all drainage
easements shown on the Final Site Plan is hereby granted to the City for emergency
maintenance purposes. The emergency access easement will not impose any obligation,
burden, responsibility of liability upon the City to enter upon the property it does not own
or take any action to repair or maintain the drainage system on the property.
Section D. Association
1. Intentionally deleted.
Section E. Streets
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1. Final street naming will be coordinated through the City.
2. The street identified as "New Road" on the northern border of the Property will be
dedicated to the public following completion of the extension of Pine Street and the
dedication thereof to the City.
3. Street lights, security lights and lighting for common areas meeting current Land
Development Code requirements shall be installed by the Owner prior to Certificate of
Completion at the Owner's expense.
4. Intentionally deleted.
5. The Owner shall construct appropriate curbs cuts to enable construction of ramps
at all rights -of -way intersections (and other areas as reasonably required) in order to
accommodate access to sidewalks and streets for persons who are in wheelchairs and
other persons with disabilities. Sidewalks abutting each parcel or tract shall be
constructed at the time of development of such parcel or tract. When sidewalks are
constructed on corner locations, the sidewalks will be extended to the curb and the
appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be
constructed at the time of permanent construction of adjacent common areas.
Section F. Stormwater Manallement System
1. All wet retention ponds will be unfenced with a maximum 5:1 side slope into the
pond. Dry retention ponds will remain unfenced with a maximum 4:1 side slope.
Retaining walls utilized in retention ponds shall have fencing atop the wall locations.
2. The development of this project will incorporate the stormwater needs of all
public roads within the project.
3. All building setbacks from all retention areas shall be fifteen feet (15') feet from
the top of the bank.
4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets,
manholes, structures and retention ponds, will be owned, operated and maintained by the
Owner.
5. Notwithstanding the conveyance of the retention ponds to the Owner or any
provision to the contrary contained in these Conditions of Approval, the Owner shall
remain responsible for the maintenance of the SWMS, including all retention ponds, until
such time as:
i. the entire SWMS for the project is constructed and the appropriate
Certificate of Completion is issued by both the City and the SJRWMD;
ii. the retention ponds intended to be conveyed to the Owner have in fact
been conveyed to the Owner;
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iii. the Owner is designated as the maintenance entity on the records of the
SJRWMD and all transfer records required by the SJRWMD have been executed and
accepted by SJRWMD;
iv. the City has been provided with a copy of the Owner's proposed
maintenance plan with respect to the SWMS; and
V. the City has been provided with a written statement from the Owner
acknowledging receipt of the Owner's proposed maintenance plan with respect to the
SWMS and that the Owner is responsible for the maintenance of the SWMS.
6. All common area improvements including entry features, walls, landscaping and
sidewalks along all roads, as well as landscaping around the retention pond tracts and any
lift station tract shall be completed to the extent agreed to with City staff prior to issuance
of the Certificate of Completion for those corresponding phases.
Section G. Wetlands/100 Year Flood Plain
1. All finished floor elevations will exceed the 100-year flood plain based
elevation by a minimum of two (2) feet.
2. The Owner shall comply with all requirements of the City and other
governmental entities with jurisdiction to protect the wetlands being preserved and to
prevent any disturbance, siltation, or other construction below the natural wetland lines.
Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall
be installed) during construction activities immediately adjacent to the wetlands, in order
to minimize disturbances of the wetlands during construction.
3. Wetland and existing surface water impact for this property is regulated by
SJRWMD and the Florida Department of Environmental Protection. General or
individual permits are required from these agencies prior to commencement of
construction.
4. At the time of submittal of the Final Site Plan review for the property, the
Owner will map any jurisdictional wetland line on the site and establish a twenty-five
(25) foot secondary buffer from that line. The usable area of the site will be reduced by
this acreage and all development criteria will be reduced proportionately. Prior to or at
the time of development of any portion of the property, if a Conservation and Drainage
Easement is required, the Owner shall convey to the City the Conservation and Drainage
Easement, the form of which shall be approved by the City prior to the conveyance.
Section H. Commercial Proiects
Intentionally deleted.
Section L Single -Family Residential Projects
Intentionally deleted.
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Section J. Townhome Projects
Intentionally deleted.
Section K. Wekiva Study Area
1. Intentionally Deleted
Section L. West Orange Trail
1. Intentionally Deleted
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