CFM_Parks_and_Rec_-_Civil_Plans_-_North_Parcel.pdf
PDF 18 MB Posted
- Attached to
- Michigan Avenue Warehouse Renovation
- Solicitation number
- ITB 25-098
- Issued by
- Lee County, Fruitville CDP, Florida
About this file
These construction plans detail the City of Fort Myers Parks & Recreation and Clerk of Court Records Facility project, located in Section 18, Township 44 South, Range 25 East in Lee County, Florida. The proposed facility will be situated on a 1.88-acre site zoned as Civic (CI), with the project encompassing a records storage building and a parks and recreation facility. The construction plans, prepared by RESPEC Company LLC, include comprehensive documentation such as site layout, utility plans, grading and drainage specifications, erosion control measures, and detailed engineering drawings. The project involves demolishing existing structures, installing new utilities, creating parking areas, and constructing a new municipal facility.
The project includes 17 on-site parking spaces (including 5 handicap spaces), with an additional 63 staff parking spaces planned for an off-site location. The facility will have approximately 17,430 square feet of space, with a floor elevation of 10.2 feet. Utility provisions include water and sewer connections, electrical service, and stormwater management. Fire flow requirements have been assessed, with the City of Fort Myers confirming a fire flow of 4,998 GPM at 20 PSI. The facility will generate an estimated 38.25 cubic yards of solid waste per month, to be collected through curbside pickup. The project is designed with considerations for accessibility, stormwater control, and compliance with local zoning and building regulations.
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LOCATED IN SECTION 18, TOWNSHIP 44 SOUTH, RANGE 25 EAST
LEE COUNTY, FLORIDA
SHEET INDEX
CONSTRUCTION PLANS
COVER SHEET, VICINITY MAP AND INDEX
DESCRIPTION
PROJECT
LOCATION
AERIAL AND EXISTING CONDITIONS PLAN
CLEARING AND DEMOLITION PLAN
NO.
C1-N C2-N C3-N
PROJECT INFORMATION
PLANNED UNIT DEVELOPMENT
18-44-25-P1-00001.0010
ZONING
PARCEL ID
VICINITY MAP
CONSULTANTS
CITY OF FORT MYERS
2200 SECOND ST.
FORT MYERS, FL 33901
(239) 321-7459
RESPEC COMPANY LLC
1412 JACKSON ST., SUITE #1
FORT MYERS, FL 33901
(239) 418-0691
DAVID M. JONES JR. AND
ASSOCIATES, INC.
2221 McGREGOR BLVD.
FORT MYERS, FL 33901
(239) 337-5525
ENGINEER SURVEYLANDSCAPE ARCHITECT
UTILITY PROVIDERS
WATER & SEWER TELEPHONEELECTRIC
CABLE GAS FIRE DISTRICT
PARKS & RECREATION AND CLERK
OF COURT RECORDS FACILITY
COVER SHEET, VICINITY
MAP AND INDEX
METRON SURVEYING & MAPPING, LLC
10970 S. CLEVELAND AVE., SUITE 605
FORT MYERS, FL 33907
(239) 275-8575
FLORIDA POWER AND LIGHT
2425 THOMPSON ST.
FORT MYERS, FL 33901
(239) 332-9154
CENTURYLINK
2820 CARGO ST.
FORT MYERS, FL 33902
(239) 336-2008
CITY OF FORT MYERS
2033 JACKSON STREET
FORT MYERS, FL 33901
(239) 321-7311
TECO GAS
5901 ENTERPRISE PKWY.
FORT MYERS, FL 33905
(239) 690-5513
COMCAST CABLE
12641 CORPORATE LAKES DR.
FORT MYERS, FL 33913
(239) 432-1805
N
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
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C
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Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
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FIRST STREET
SECOND STREET
C4-N C5-N
C8-N C9-N
SITE LAYOUT, SIGNING AND MARKING PLAN
PAVING, GRADING, AND DRAINAGE PLAN
UTILITY PLAN
PAVING AND DRAINAGE DETAILS
CITY OF FORT MYERS DETAILS
EROSION CONTROL PLAN
C7-N C6-N
2801 MICHIGAN AVE, FORT MYERS, FL 33916ADDRESS
CONSTRUCTION INFORMATION
CALL BEFORE YOU DIG: 811
Always call 811 two full business days before you dig
REVISIONS SUMMARY
DESCRIPTIONREV. DATE REVISED SHEETS
ATTACHMENTS
LANDSCAPE AND IRRIGATION PLANS (DMJA)
3.5
3.7
3.7
4.0
4.7
5.6
3.8
4.9
5.0
8.9
8.9
.04
.04
.23
6.4
5.9
.30
7.3
7.3
8.6
8.3
8.5
7.3
8.5
7.8
6.8
7.4
7.4 05.6
6.1
6.4
7.6
6.4
5.7
7.3
5.4
4.5
3.8
4.3
5.3
5.8
2.4
2.4
2.3 1.5
3.2
1.5
3.2
3.6
1.8
3.5
3.6
2.0
4.0
4.4
4.6
3.8
2.7
5.0
4.5
4.3
2.7
4.6
4.7
5.5
5.1 54.8
5.4
5.1
5.8
7.7
.0710
.06
9.9
3.4
2.7
3.8
3.8
4.7
7.3
5.7
2.7
6.9
8.9
8.9 8.9
9.1
8.9
8.8
8.7
8.8
8.9
8.4 68.4
8.3
8.5 1 8.3
8.0
7.7
7.8 3 7.9
7.8
7.5
7.5 7.3
7.3 1 7.4
7.4
7.5
7.5
7.7
7.0
7.1
5.9
6.0
5.8
5.8
5.7
5.9
6.7
6.0
5.9
5.8
5.7
5.9
5.6
5.7
6.1
5.9
5.9
5.8
6.0
6.1 7 6.2
6.4
6.67
6.5
6.8
6.3
7.3
7.2
7.3
7.5
7.6
7.7
7.3
7.3
7.5
7.2
6.6
6.2
6.1
6.7
6.8
5.3
5.3
5.0
5.1
4.7
4.8
4.4
4.6
4.5
4.0
3.8
4.7
4.6
3.4
3.7
3.6
4.1
3.4
3.1
3.9
4.7
5.1
5.3
4.5
5.7
6.3
6.3 86.4
6.2
6.0
6.4
6.3
6.0
6.0
6.3
5.9 86.2
5.9
6.0
6.0
5.9
5.9
5.3
5.2
5.9
5.4
5.6
5.5
5.6
5.6
3.4
2.8
2.7 32.9
3.2
2.6
2.7
2.3
2.6
2.6
2.3
2.4
2.0
2.0
2.0
2.3
2.1
2.2
2.4
2.5
2.4
2.1
1.9
1.6
2.0
1.8 02.2
2.3
1.9
1.9
1.4
1.3
1.2
1.2 81.7
1.8
1.2
1.0
1.2
1.4
1.2
1.0 6 1.1
1.1
1.5
3.5
4.0
1.4
6.6
7.1
EXISTING
MULTIFAMILY
ZONED: CI
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING BUILDING
(VACANT)
EXISTING BUILDING
(VACANT)
PALM AVENUE
M
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H
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A N
A
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PR
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EXISTING STORM WATER
PUMP STATION
ZONED: CIVIC
EX. WATER SERVICE
AND BACKFLOW
PREVENTOR
EXISTING VACANT
ZONED: CI
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
(PUBLIC - 50' ROW)
(P U
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' R O
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AERIAL AND EXISTING
CONDITIONS PLAN
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Sheet Number:
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RESPEC
1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
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300 15 60
PROJECT DATUM
NAVD
DATUM CONVERSION
NAVD + 1.17 = NGVD
3.7
3.7
4.0
4.7
5.6
3.8
4.9
5.0
8.9
8.9
.04
.04
.23
6.4
5.9
.30
7.3
7.3
8.6
8.3
8.5
7.3
8.5
7.8
6.8
7.4
7.4 05.6
6.1
6.4
7.6
6.4
5.7
7.3
5.4
4.5
3.8
4.3
5.3
5.8
2.4
2.4
2.3 1.5
3.2
1.5
3.2
3.6
1.8
3.5
3.6
2.0
4.0
4.4
4.6
3.8
2.7
5.0
4.5
4.3
2.7
4.6
4.7
5.5
5.1 54.8
5.4
5.1
5.8
7.7
.0710
.06
9.9
3.4
2.7
3.8
3.8
4.7
7.3
5.7
2.7
6.9
8.9
8.9 8.9
9.1
8.9
8.8
8.7
8.8
8.9
8.4 68.4
8.3
8.5 1 8.3
8.0
7.7
7.8 3 7.9
7.8
7.5
7.5 7.3
7.3 1 7.4
7.4
7.5
7.5
7.7
7.0
7.1
5.9
6.0
5.8
5.8
5.7
5.9
6.7
6.0
5.9
5.8
5.7
5.9
5.6
5.7
6.1
5.9
5.9
5.8
6.0
6.1 7 6.2
6.4
6.67
6.5
6.8
6.3
7.3
7.2
7.3
7.5
7.6
7.7
7.3
7.3
7.5
7.2
6.6
6.2
6.1
6.7
6.8
5.3
5.3
5.0
5.1
4.7
4.8
4.4
4.6
4.5
4.0
3.8
4.7
4.6
3.4
3.7
3.6
4.1
3.4
3.1
3.9
4.7
5.1
5.3
4.5
5.7
6.3
6.3 86.4
6.2
6.0
6.4
6.3
6.0
6.0
6.3
5.9 86.2
5.9
6.0
6.0
5.9
5.9
5.3
5.2
5.9
5.4
5.6
5.5
5.6
5.6
3.4
2.8
2.7 32.9
3.2
2.6
2.7
2.3
2.6
2.6
2.3
2.4
2.0
2.0
2.0
2.3
2.1
2.2
2.4
2.5
2.4
2.1
1.9
1.6
2.0
1.8 02.2
2.3
1.9
1.9
1.4
1.3
1.2
1.2 81.7
1.8
1.2
1.0
1.2
1.4
1.2
1.0 6 1.1
1.1
1.5
3.5
4.0
1.4
6.6
7.1
S
S
S
EXISTING
MULTIFAMILY
ZONED: CI
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING WAREHOUSEEXISTING WAREHOUSE
EX. CHAIN LINK FENCE
(TO BE REMOVED)
EX. CHAIN LINK FENCE
(TO BE REMOVED)
PR
O
VID
EN
C
E STR
EET
EXISTING STORM WATER
PUMP STATION
ZONED: CIVIC
EX. CHAIN LINK FENCE
AND GATE
(TO BE REMOVED)
EX. 54" RCP EX. 18" RCP EX. 18" RCP
EX. 12" RCPEX. 12" PVC
WATER MAIN
EX. 6" PVC WATER MAIN
EX. 8" PVC
SANITARY SEWER
EX. SANITARY SEWER MANHOLE
RIM = 6.31
INV. W = -0.51
INV. S = -0.54
EX. PAVED PARKING
(TO BE REMOVED)
EX. WATER SERVICES AND
BACKFLOW PREVENTOR
REMOVED TO THE MAIN AND
ABANDONED
EX. CONCRETE RAMP
(TO REMAIN)
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT PARKING FACILITY
(SITC-043075-2024)
ZONED: CI
EX. SEPTIC TANK AND DRAIN FIELD
(TO BE REMOVED AND DISPOSED)
EX. METAL SHED
(TO BE REMOVED)
EX. CONC. RAMP
(TO REMAIN)
EX. HYDRANT
ASSEMBLY (TYP.)
(TO REMAIN)
EX. FIRE BACKFLOW
PREVENTOR
(TO REMAIN)
EX. FIRE BACKFLOW PREVENTOR
(TO REMAIN)
EX. CONC. STAIRS
AND RAMP
(TO BE REMOVED)
EX. CONTROL
STRUCTURE
(TO REMAIN)
EX. CHAIN LINK FENCE
(TO BE REMOVED)
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
SAWCUT AND REMOVE
EX. ASPHALT DRIVEWAY
APRON AND EX. CONC.
SIDEWALK
SAWCUT AND REMOVE
EX. SIDEWALK
SAWCUT AND REMOVE
EX. ASPHALT FOR
UTILITY INSTALLATION
SAWCUT AND REMOVE
EX. SIDEWALK FOR
UTILITY INSTALLATION
PALM AVENUE
M
IC
H
IG
A N
A
VE
N U
E
(PUBLIC - 50' ROW)
(P U
BL
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' R O
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EX. 12" RCP
EX. INLET
RIM = 6.09
INV. NE = 4.07
INV. S = 4.33EX. JUNCTION BOX
RIM = 6.21
INV. N = 2.33
INV. E = 2.60
INV. SE = 2.79
INV. SW = 2.75
EX. INLET
RIM = 5.84
INV. W = 3.20
EX. 12" RCP
EX. 18" RCP
INV. = 2.00
(TO REMAIN)
EX. 18" RCP
INV. = 2.10
(TO REMAIN)
EX. 18" DIP FORCE MAIN
SAWCUT AND REMOVE
EX. ASPHALT
REFER TO LANDSCAPE PLANS
FOR LOCATIONS OF EXISTING
TREES TO REMAIN
EX. POWER
POLE (TYP.)
CLEARING AND
DEMOLITION PLAN
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RESPEC
1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
EN
G
IN
EE
R O
F R
EC
O
R D
A N
D R
EW
D
. F
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N
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300 15 60
LEGEND
ASPHALT/CONCRETE
TO BE REMOVED
LIMIT OF CLEARING AND
GRUBBING
PROJECT DATUM
NAVD
DATUM CONVERSION
NAVD + 1.17 = NGVD
STOP
PARKING BY
DISABLED
PERMIT
ONLY
FINE
$250 MAX
EXISTING
MULTIFAMILY
ZONED: CI
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING STORM WATER
PUMP STATION
ZONED: CIVIC
5' 9'
18'
R12'
R3'
R25'
R25'
R3'
24'
24" WHITE STOP BAR
R1-1 (30"x30")
FTP-20-06
FTP-22-06
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
4'
6' STANDARD CROSSWALK
(SEE PAVING DETAILS SHEET)
4'
5'
FUTURE PARK
PATCH AND SEALCOAT EX.
PAVED AREA BETWEEN
WAREHOUSES AND
DRIVEWAY APRON
15'
ADA PARKING
SPACE
12'x18'
ADA PARKING
ACCESS AISLE
5'x18'
FULL DEPTH PAVEMENT
RESTORATION
6' DECORATIVE
FENCE WITH
AUTOMATIC
SLIDING GATE
TYPE 'D' CURB
(TYP.)
PARKING BY
DISABLED
PERMIT
ONLY
FINE
$250 MAX
FTP-20-06
FTP-22-06
ADA PARKING
SPACE
12'x18'
5' ADA PARKING
ACCESS AISLE
9'18'
6" CONC. SIDEWALK
PARKS AND RECREATION
FACILITY
RECORDS STORAGE
PALM AVENUE
M
IC
H
IG
A N
A
VE
N U
E
(PUBLIC - 50' ROW)
(P U
BL
IC
' R O
W
BIKE RACK
DETECTABLE WARNING
(TYP.) REF. FDOT INDEX
522-002
R22'3'
FULL DEPTH PAVEMENT
RESTORATION
8'
R3'
R3'
STOPR1-1
(30"x30")
24" WHITE
STOP BAR
6' STANDARD CROSSWALK
(SEE PAVING DETAILS
SHEET)
FULL DEPTH PAVEMENT
RESTORATION
24'
SEE SOUTH PARCEL PLANS FOR
CONTINUATION OF SIDEWALK ALONG
MICHIGAN AVE. (SITC-043075-2024)
DO NOT
ENTERR5-1
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT PARKING FACILITY
(SITC-043075-2024)
ZONED: CI
1'
6' HIGH, GREEN VINYL COATED
CHAIN LINK FENCE
AUTOMATIC ARM
BARRIER GATE
STABILIZED GRASS ACCESS
6' STANDARD CROSSWALK
(SEE PAVING DETAILS SHEET)
6' STANDARD CROSSWALK
(SEE PAVING DETAILS SHEET)
6" CONC.
SIDEWALK (TYP.)
5'
4" CONC.
SIDEWALK (TYP.)
LIGHT POLE (TYP.)
EX. POWER
POLE (TYP.)
3' TYPE 'D' CURB
TRANSITION (TYP.)
SITE LAYOUT, SIGNING
AND MARKING PLAN
C4-N
PL
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C R
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Sheet Number:
Project Manager: ADF
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
EN
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300 15 60
1. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL MAINTAIN THEIR WORK AND THE SITE RELATIVE TO THEIR WORK IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REQUIREMENTS OF THE PROJECT N.P.D.E.S.
PERMIT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO DEWATER IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL PERMITTING
REQUIREMENTS.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF FORT MYERS LAND DEVELOPMENT CODE.
4. THE CONTRACTOR SHALL RETAIN ON THE WORK SITE AT ALL TIMES COPIES OF ALL PERMITS NECESSARY FOR ANY CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY THE OWNER AND CONTACT ALL UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES IN
THE AREA 72 HOURS (MINIMUM) PRIOR TO COMMENCING CONSTRUCTION.
6. THE LOCATION OF EXISTING UTILITIES, SIDEWALKS, PAVEMENT, VEGETATION AND MISCELLANEOUS IMPROVEMENTS ARE
APPROXIMATE. THE EXACT FIELD LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO COMMENCING ANY
CONSTRUCTION.
7. THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 IS THE BENCHMARK DATUM FOR THIS PROJECT.
8. ANY PUBLIC LAND CORNER WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. ANY LAND CORNER MONUMENT IN DANGER OF
BEING DESTROYED MUST BE PROPERLY REFERENCED BY THE CONTRACTOR.
9. EXISTING IMPROVEMENTS ON-SITE AND OFF-SITE SHALL BE RESTORED TO A CONDITION EQUIVALENT TO THAT WHICH EXISTED
PRIOR TO COMMENCING CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN
PLAN INFORMATION SHALL BE REPORTED TO THE ENGINEER AND OWNER'S REPRESENTATIVE IMMEDIATELY.
11. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR
SPECIFICATIONS.
12. UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF ALL TRENCHES TO AVOID DISTURBANCES OF
NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. CONTRACTOR SHALL NO REMOVE OR DISTURB ANY TREES AND/OR SHRUBS WITHOUT PRIOR APPROVAL OF THE OWNER.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. TRAFFIC CONTROL OPERATION PROCEDURES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION.
14. DETECTABLE WARNING PADS SHALL BE INCIDENTAL TO SIDEWALK INSTALLATION.
15. ANY EXCESS MATERIAL GENERATED FROM CONSTRUCTION ACTIVITIES MUST BE DISPOSED OF BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
GENERAL DEVELOPMENT NOTES: SIGNING AND MARKING NOTES:
1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE F.D.O.T. STANDARDS FOR ROAD AND BRIDGE
CONSTRUCTION, LATEST EDITION, THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND PUBLISHED STANDARDS.
2. ALL STOP SIGN LOCATIONS SHALL INCLUDE A 24" PAINTED WHITE STOP BAR UNLESS NOTED OTHERWISE.
3. THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET
AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" AND WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES".
4. ON-SITE PAVEMENT PARKING SHALL BE PAINTED. OFF-SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
PROPERTY LINE BUFFER REQUIRED
CIVIC
R.O.W.
ADJACENT USE
N.A.
BUFFER REQUIREMENTS
NORTH
EAST
WEST
USE RATIO REQUIRED PROVIDED
PARKING SUMMARY
1. "(#)" REPRESENTS THE NUMBER OF HANDICAP SPACES INCLUDED IN THE TOTAL
SPACES.
2. PARKING REQUIREMENTS PER CITY OF FORT MYERS LDC, 134.3.5.
3. 17 SPACES, INCLUDING 5 HANDICAP SPACES, ARE PROVIDED ON-SITE. 63
ADDITIONAL SPACES WILL BE PROVIDED IN THE OFF-SITE STAFF PARKING LOT.
NOTES:
TOTAL SPACES 80(5)59
80591 PER 300 SQ. FT. X 17,430 S.F.
SOUTH
CONCRETE SIDEWALK
LEGEND
ASPHALT PAVEMENT
(SEE SHEET C7-N FOR PERVIOUS
PAVEMENT OPTION)
CATEGORY PERCENTAGE
LAND USE SUMMARY
TOTAL 1.88 AC. 100%
15' TYPE 'B'
R.O.W. 15' TYPE 'B'
MULTIFAMILY 8' TYPE 'B' *
PAVEMENT / SIDEWALK 0.45 AC. 23.9%
EX. BUILDING 0.41 AC. 21.8%
OFFICE
*PER ZONING AMENDMENT PUD24-0035
PERVIOUS 1.02 AC. 54.3%
STABILIZED GRASSED ACCESS
PROPOSED
AREA
EXISTING
AREA
1.88 AC.
0.47 AC.
0.41 AC.
1.00 AC.
0.06 AC. 0.08 AC.
1. AREA INCLUDES THE IMPERIOUS SURFACES LOCATED ALONG
THE PROPERTY'S FRONTAGE ON MICHIGAN AVE., BETWEEN THE
PROPERTY BOUNDARY AND THE CENTER LINE.
NOTES:
OFF-SITE IMPERVIOUS 1
3.7
3.7
4.0
4.7
5.6
3.8
4.9
5.0
8.9
8.9
.04
.04
.23
6.4
5.9
.30
7.3
7.3
8.6
8.3 58.5
7.3
8.5
7.8
6.8
7.4
7.4 05.6
6.1
6.4
7.6
6.4
5.7
7.3
5.4
4.5
3.8
4.3
5.3
5.8
2.4
2.4
2.3
1.5
3.2
1.5
3.2
3.6
1.8
3.5
3.6
2.0
4.0
4.4
4.6
3.8
2.7
5.0
4.5
4.3
2.7
4.6
4.7
5.5
5.1 54.8
5.4
5.1
5.8
7.7
.0710
.06
9.9
3.4
2.7
3.8
3.8
4.7
7.3
5.7
2.7
6.9
7.7
7.8
7.9
7.8
7.5
7.5
7.3
7.3 1 7.4
7.5
7.5
7.7
7.0
7.1
5.9
6.0
5.8
5.8
5.7
5.9
6.7
6.0
5.9
5.8
5.7
5.9
5.6
5.7
6.1
5.9
5.9
6.3
7.3
7.2
7.3
7.5
7.6
7.7
7.3
7.3
7.5
7.2
6.6
6.2
6.1
6.7
6.8
5.3
5.3
5.0
5.1
4.7
4.8
4.4
4.6
4.5
4.0
3.8
4.7
4.6
3.4
3.7
3.6
4.1
3.4
3.1
3.9
4.7
5.1
5.3
4.5
5.7
6.3
6.3
6.4
6.2
6.0
6.4
6.3
6.0
6.0
6.3
5.9 86.2
5.9
6.0
6.0
5.9
5.9
5.3
5.2
5.9
5.4
5.6
5.5
5.6
5.6
3.4
2.8
2.7 32.9
3.2
2.6
2.7
2.3
2.6
2.6
2.3
2.4
2.0
2.0
2.0
2.3
2.1
2.2
2.4
2.5
2.4
2.1
1.9
1.6
2.0
1.8 02.2
2.3
1.9
1.9
1.4
1.3
1.2
1.2 81.7
1.8
1.2
1.1
3.5
4.0
1.4
6.6
7.1
S
S S
EXISTING MULTIFAMILY
ZONED: CI
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EX. SIDEWALK
EX
. S
ID
EW
AL
K
7.60
5.98
5.885.76
5.80
7.70 7.60
8.008.10
6.64
6.64
5.92
7.92
7.42
6.16
22 LF 12"x18" ERCP
EX. 18" RCP
INV. = 2.00
7.52
8.10
F.F.E. = 10.2
AA
B B
5.90
6.00
5.80
5.90
4.163.833.813.793.77 S-4 S-3
C C
MATCH EX. GRADE
MATCH EX. GRADE
PARKS AND RECREATION FACILITYRECORDS STORAGE
PALM AVENUE
M
IC
H
IG
A N
A
VE
N U
E
(PUBLIC - 50' ROW)
(P U
BL
IC
' R O
W
CONCRETE
FLUME
RUBBLE RIP RAP
(SEE DETAIL)
4.22
F.F.E. = 10.0
5.95
MATCH EX. GRADE
4.40 4.70
5.00 5.35
3.12 3.48
3.60
4.00
4.15
3.45
2.30
2.002.10 2.00
5.005.50
EX. 18" RCP
INV. = 2.10
6.16
7.30 7.52
6.46
6.41
6.34
6.29
7.74
7.92
7.75 6.345.49
6.465.61
D D
6.18
MATCH EX.
GRADE
MATCH EX. GRADE
6.46 7.87
S-2
LF
8" H
D
PE
(H P
ST
O
R M
S-1
MATCH EX. GRADE
6.30
7.207.10
6.55 7.107.00
7.40 7.22
6.78
MATCH EX.
GRADE
6.45
6.55
6.55
6.65
5.64
BOTTOM 6" PVC SEWER SERVICE = 1.63
TOP 18" HP STORM PIPE = 1.00
NO CONFLICT
7.87
E E
2.30 2.20
EX. CONTROL STRUCTURE
GRATE ELEV. = 3.02
INV. W (10") = 1.40
BLEEDER ELEV. = 1.50
MATCH EX. GRADE
EX. POWER
POLE (TYP.)
DRAINAGE STRUCTURE TABLE
INV. (18") = 3.90
12"x18" MES
FDOT #430-021
S-4
INV. (18") = 3.95
12"x18" MES
FDOT #430-021
S-3
INV. E (18") = -0.75
GRATE ELEV. = 2.30
TYPE 'C' INLET
FDOT #425-052
MODIFIED PER DETAIL G-99
S-2
INV. W (18") = 0.50
GRATE ELEV. = 5.49
TYPE 'C' INLET
FDOT #425-052
MODIFIED PER DETAIL G-99
S-1
PAVING, GRADING, AND
DRAINAGE PLAN
C5-N
PL
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C R
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Sheet Number:
Project Manager: ADF
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
EN
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1. THE LENGTH OF ALL STORM DRAIN PIPES SHOWN ARE APPROXIMATE AND ARE
MEASURED FROM THE INSIDE FACE OF STRUCTURE TO THE INSIDE FACE OF THE
NEXT STRUCTURE.
2. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING THE
COURSE OF CONSTRUCTION.
3. THE LOCATION OF THE DRAINAGE STRUCTURES SHOWN ON THE PLANS MAY BE
FIELD ADJUSTED TO PRESERVE ANY EXISTING VEGETATION, AS APPROVED BY THE
ENGINEER.
4. DURING CONSTRUCTION, ALL INLET OPENINGS SHALL BE COVERED WITH FILTER
FABRIC (MIRAFI 140N, OR APPROVED EQUAL) TO PREVENT DEBRIS FROM FALLING
INTO THE INLET.
5. THE CONTRACTOR SHALL ADJUST ALL PROPOSED ELEVATIONS TO MEET THE
EXISTING GRADES AS NEEDED.
6. ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS
OTHERWISE NOTED.
7. PROPOSED GRADES IN OPEN SPACE AREAS ARE TOP OF SOD.
8. A PORTION OF THE SUBJECT PARCEL IS LOCATED IN FLOOD ZONE 'AE' HAVING A
BASE FLOOD ELEVATION OF 9.0 NAVD AND FLOOD ZONE 'X' BASED ON FLOOD
INSURANCE RATE COMMUNITY PANEL 12071C0288H, NOVEMBER 17, 2022.
9. THERE ARE NO KNOWN IMPACTS TO SURFACE GROUND WATER RESULTING FROM
THE PROJECT.
10. ALL ELEVATIONS PROVIDED ARE BASED IN NAVD DATUM.
11. PIPE JOINTS SHALL BE WRAPPED IN MIRAFI FABRIC UPON INSTALLATION.
GENERAL DRAINAGE NOTES:
ASPHALT PAVEMENT
CONCRETE SIDEWALK (SEE DETAIL)
LEGEND
N
E W
S
200 10 40
PROJECT DATUM
NAVD
4" CONC. SIDEWALK
PROPERTY
BOUNDARY
15' R.O.W. BUFFER
EX. MICHIGAN
AVENUE R.O.W.
12' 12' 18' PARKING SPACE
4' - 5'
(SEE
PLANS) 7' BUILDING
F.F.E. = 10.2
TYPE 'D' CURB
PARKING
0.67'
PROPERTY
BOUNDARY
15' R.O.W. BUFFER
2'
EX. PALM AVE
R.O.W.
SILT FENCE
MATCH EX. GRADE
ELEV. = 5.85±
TOP OF BANK
ELEV. = 6.16 TO 6.38
SECTION B-B
NTS
1'
SILT FENCE
SECTION A-A
NTS
2% 1% 2%1%
PROPERTY
BOUNDARY
15' R.O.W. BUFFER
2'
EX. PALM AVE
R.O.W.
SILT FENCE
MATCH EX. GRADE
ELEV. = 4.50 TO 5.35±
SECTION C-C
NTS
6.5' 6.5'
BUILDING
F.F.E. = 10.2
10.8'
SWALE
ELEV. = 3.85 TO 3.77
TOP OF BANK
ELEV. = 5.55 TO 5.85
3:1 MAX 3:1 MAX
6.5' 6'
SWALE
ELEV. = 4.16 TO 4.38
3:1 MAX 3:1 MAX
SECTION E-E
NTS
5'18' PARKING
1'
MATCH EX. EDGE
OF PAVEMENT
8' BUFFER
6'
SECTION D-D
NTS
2%
SILT FENCE
2'6'
2%
6' 3' BUILDING
F.F.E. = 10.20.67'
4:1 MAX
MATCH EX. GRADE
ELEV. = 6.15 TO 7.31±
1'
6' FENCE
PROPERTY
BOUNDARY
STABILIZED GRASSED ACCESS
F.F.E. = 10.2F.F.E. = 10.0
EX. ELEV. VARIES
(5.44 - 5.94)
EX. ELEV. = ± 5.29
(ROUTED WEST TO
EX. DETENTION
AREA)
EX. ELEV. = ± 6.38
EX. BUILDING
EX. BUILDING EX. PAVED AREA
±32' ±80.4'
STAIRS /
RAMP
S
S
S S
EXISTING
COMMERCIAL
ZONED: CI
EXISTING STORM WATER
PUMP STATION
ZONED: CIVIC
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
EXISTING SINGLE FAMILY
ZONED: RS-7
PARKS AND RECREATION
FACILITY
RECORDS STORAGE
EX. SANITARY SEWER
MANHOLE (TYP.)
EX. 2" GP
WATER MAIN
EX. 12" PVC
WATER MAIN
EX. 6" PVC WATER MAIN
EX. HYDRANT
ASSEMBLY (TYP.)
EX. FIRE BACKFLOW
PREVENTOR
EX. FIRE BACKFLOW
PREVENTOR
CONTRACTOR TO
DEFLECT EX. 2" WATER
MAIN AS NEEDED
143 LF 6" PVC
SEWER SERVICE
@ 1.04% MIN.
6" PVC SEWER SERVICE
INV. = 2.50
MH-1
RIM = 5.5
INV. N (6") = 0.67
INV. E (6") = 1.50
INV. S (8") = 0.57
6" PVC SEWER SERVICE
INV. = 2.50
6" CLEANOUT
INV. = 1.39 185 LF 8" PVC
(SDR26) SANITARY
SEWER @ 0.4%
12"x2" SERVICE SADDLES
W/ 2" WATER SERVICES
2" TEE
2" GATE VALVE
2" SCH 80 PVC WATER
SERVICE (TYP.)
1 1/2" POTABLE WATER
METER AND BACKFLOW
PREVENTOR
1 12 " IRRIGATION METER
AND BACKFLOW
PREVENTOR
PALM AVENUE
M
IC
H
IG
A N
A
VE
N U
E
(PUBLIC - 50' ROW)
(P U
BL
IC
' R O
W
EX. 8" PVC
SANITARY SEWER
EX. SANITARY SEWER MANHOLE
INV. E (8") = -0.44 (CORE)
RIM = 6.31
INV. W = -0.51
INV. S = -0.54
EX. INLET
RIM = 6.09
INV. NE = 4.07
INV. S = 4.33
EX. JUNCTION BOX
RIM = 6.21
INV. N = 2.33
INV. E = 2.60
INV. SE = 2.79
INV. SW = 2.75
EX. INLET
RIM = 5.84
INV. W = 3.20
MH-2
INV. N (8") = -0.16
INV. W (8") = -0.26
BOTTOM EX. 12" RCP = 2.46
TOP 8" PVC SEWER = 0.33
NO CONFLICT
42 LF 8" PVC
(SDR26) SANITARY
SEWER @ 0.4%
EX. 18" RCP
INV. = 2.00
EX. 18" RCP
INV. = 2.10
6" CLEANOUT
INV. = 2.17
6" PVC SEWER SERVICE
INV. = 2.50
INV. = 0.29
EX. 18" DIP
FORCE MAIN
BOTTOM 6" PVC SEWER SERVICE = 1.63
TOP 18" HP STORM PIPE = 1.00
NO CONFLICT
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT PARKING FACILITY
(SITC-043075-2024)
ZONED: CI
UTILITY PLAN
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
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300 15 60
1. CONTRACTOR TO VERIFY THE SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION.
2. LOCATIONS OF PROPOSED UTILITY LINES ARE SUBJECT TO MODIFICATIONS TO
PRESERVE ANY EXISTING VEGETATION AS DETERMINED BY THE ENGINEER.
3. WHEN REFERENCING IMPROVEMENTS ADJACENT TO THE SUBJECT PROPERTY THE
WORD "EXISTING" (OR ABBREVIATED "EX.") SHALL MEAN IMPROVEMENTS PROPOSED
BY THE DEVELOPER WHICH ARE INTENDED TO BE CONSTRUCTED PRIOR TO OR
CONCURRENT WITH THIS PROJECT.
4. NO TREES OR SHRUBS SHALL BE PLACED SO AS TO BLOCK ACCESS OR LINE OF
SIGHT TO FIRE HYDRANTS PLACED WITHIN LANDSCAPE ISLANDS THROUGHOUT THE
PROJECT SITE.
5. CONTRACTOR TO PROVIDE UTILITY RECORD DRAWINGS TO OWNER AND ENGINEER
PRIOR TO FINAL PAYMENT REQUEST.
6. ALL UNDERGROUND UTILITIES LOCATED BENEATH THE STABILIZED PORTION OF THE
ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUBGRADE.
7. CONTRACTOR SHALL NOTIFY ALL UTILITY PROVIDERS AT LEAST 48 HOURS PRIOR TO
THE START OF UNDERGROUND CONSTRUCTION THE CONTRACTOR SHALL
DETERMINE IF UTILITIES OTHER THAN THOSE SHOWN THE PLANS EXIST.
8. CONTRACTOR TO EXERCISE CARE TO PROTECT THE ROOTS OF TREES TO REMAIN.
WITH THE BRANCH SPREAD OF SUCH TREES, PERFORM ALL TRENCHING BY HAND.
OPEN THE TRENCH ONLY WHEN UTILITIES CAN BE INSTALLED IMMEDIATELY. PRUNE
INJURED ROOTS CLEANLY AND BACKFILL AS SOON AS POSSIBLE.
9. THE CONTRACTOR IS REQUIRED TO ADJUST ALL EXISTING AND PROPOSED VALVE
BOXES, MANHOLE RIMS, GRATES, ETC. AS REQUIRED TO MATCH THE PROPOSED
GRADES.
10. CASINGS AND/OR CONDUIT SHALL EXTEND FIVE(5) FEET BEYOND THE EDGE OF
PAVEMENT, BACK OF CURB AND/OR SIDEWALK AT EACH END AND SHALL BE
INCLUDED IN RECORD DRAWINGS TO THE ENGINEER.
11. CONTRACTOR TO INSTALL WATER MAINS SUCH THAT 18" OF MINIMUM CLEARANCE IS
PROVIDED FROM EXISTING FORCE MAINS. THE DISTANCE SHALL BE MEASURED
FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
1. ALL WASTEWATER CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF FORT
MYERS TECHNICAL SPECIFICATIONS AND DETAILS, LATEST EDITION
2. CONTRACTOR TO VERIFY INVERT ELEVATION AND LOCATION OF EXISTING SANITARY
SEWER MANHOLES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL GRAVITY SEWER LINES SHALL BE PVC (SDR 26), GREEN IN COLOR, UNLESS
OTHERWISE NOTED, WITH A MINIMUM OF 36" COVER.
4. ALL SEWER LENGTHS ARE APPROXIMATE AND ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE.
5. MANHOLE TOPS ARE APPROXIMATE AND SHOULD BE ADJUSTED TO FINAL GRADE OR
PAVEMENT ELEVATION.
6. ALL SANITARY SEWER SERVICES TO BE 6" IN DIAMETER, UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER MAIN TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF
FORT MYERS TECHNICAL SPECIFICATIONS FOR GRAVITY SEWER.
8. CONTRACTOR TO COORDINATE WITH THE CITY OF FORT MYERS TO VERIFY THE
CONDITION OF THE COATING OF THE EXISTING MANHOLES AND RE-COAT IF
NECESSARY.
GENERAL UTILITY NOTES: GENERAL SANITARY SEWER NOTES:
1. ALL POTABLE WATER CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF
FORT MYERS UTILITIES TECHNICAL SPECIFICATIONS AND DETAILS, LATEST EDITION.
2. THE CONTRACTOR SHALL PLACE PROPOSED VALVES AS SHOWN. THE VALVE BOX
SHALL NOT BE LOCATED IN PAVEMENT, BRICK PAVERS OR DRIVEWAY AREAS WHERE
POSSIBLE.
3. ALL COMPONENTS OF THE POTABLE WATER SYSTEM, EXCLUDING FIRE HYDRANTS,
SHALL BE IN CONFORMANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTITUTE/NSF INTERNATIONAL STANDARD 61. THE LOCATION OF PUBLIC WATER
SYSTEM MAINS SHALL BE IN ACCORDANCE WITH F.A.C. RULES 62-40, 62-550 AND
62-560. ALL COMPONENTS, INSTALLATION AND TESTING OF THE POTABLE WATER
SYSTEM SHALL BE IN ACCORDANCE WITH A.W.W.A. APPLICABLE STANDARDS.
4. PROPOSED WATERLINE FITTINGS ARE SHOWN AT MAJOR BENDS IN WATER MAIN
ALIGNMENT. CONTRACTOR SHALL UTILIZE ADDITIONAL FITTINGS AS NECESSARY TO
DEFLECT WATERLINE IN ACCORDANCE WITH THE UTILITY PROVIDER SPECIFICATIONS.
5. THE ENDS OF ALL CAPPED POTABLE WATERLINES SHALL BE MARKED WITH
ELECTRONIC MARKER AND 2'x4' STAKES 5' IN LENGTH WITH 2' ABOVE GROUND.
6. THE CONTRACTOR SHALL PROVIDE AND INSTALL BLUE-BLUE REFLECTIVE PAVEMENT
MARKERS AS REQUIRED IN CENTER OF ADJACENT TRAVEL LANE AT EACH FIRE
HYDRANT.
7. ALL WATER VALVES SHALL CONFORM TO A.W.W.A. C-509 RESILIENT SEATED TYPE.
8. CONTRACTOR SHALL USE 45° BENDS AT CONFLICTS. RESTRAINTS TO BE MEGA-LUG.
TYLER MJR GLANDS OR APPROVED EQUAL. CONTRACTOR SHALL NOT EXCEED 75%
OF THE MANUFACTURES RECOMMENDED MAXIMUM PIPE DEFLECTION.
9. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER.
10. ALL POTABLE WATERLINES SHALL BE AWWA C-900, DR 18 CLASS 150 PVC RUBBER
GASKETED PIPE WITH BELL AND SPIGOT ENDS UNLESS OTHERWISE NOTED. ALL
WATERLINES UNDER PROPOSED ROADWAY SHALL BE DUCTILE IRON PIPE, CLASS 51.
11. METERS PROVIDED BY THE CITY OF FORT MYERS. CONTRACTOR TO INSTALL METERS.
GENERAL POTABLE WATER NOTES:
NORTH (RECORDS STORAGE)
FIRE FLOW AREA: 6,884 SF
CONSTRUCTION - TYPE II
FROM NFPA1 TABLE 18.4.5.2.1, THE REQUIRED FIRE FLOW WITH SPRINKLERS IS 1,000 GPM
SOUTH (PARKS AND RECREATION FACILITY)
FIRE FLOW AREA: 10,075 SF
CONSTRUCTION - TYPE II
FROM NFPA1 TABLE 18.4.5.2.1, THE REQUIRED FIRE FLOW WITH SPRINKLERS IS 1,000 GPM
THE FIRE FLOW PROVIDED BASED ON A FIRE FLOW TEST PERFORMED BY THE CITY OF
FORT MYERS ON APRIL 17, 2024 IS 4,998 GPM @ 20 P.S.I.
FIRE FLOW REQUIREMENTS:
ESTIMATED GENERATION RATE = 3.12 CY PER 1,000 S.F. PER MONTH
7,006 S.F. OF OFFICE SPACE
TOTAL MONTHLY VOLUME = 21.86 CY PER MONTH * 1.75 (RECYCLING) = 38.25 CY PER MONTH
58.61 CY PER MONTH / 4.3 WEEKS PER MONTH = 8.90 CY PERWEEK
SOLID WASTE TO BE COLLECTED BY CURB-SIDE PICK-UP
SOLID WASTE DISPOSAL REGULATIONS:
ALTERNATE PERVIOUS
PAVEMENT LOCATION
(±1,705 S.F.)
PAVING AND DRAINAGE
DETAILS
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
JE
C
T:
Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
EN
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NTS
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS
UNLESS OTHERWISE NOTED.
2. CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 520-001.
3. CURB SHALL HAVE EXPANSION JOINTS INSTALLED AT ALL INLETS AND EVERY 500'±.
NOTES:
CURB DETAIL
TYPE 'D' CURB
6"
8"
R2"
1. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL
BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%)
IN ALL DIRECTIONS PER ADA STANDARDS FOR ACCESSIBLE
DESIGN SECTION 4.6.
NOTES:
5'9' 12'
NTS
2' (TYP.)
2% MAX.
TYPICAL PARKING SPACE DETAIL
6" WHITE STRIPE
3 - 6" WHITE
CHEVRONS
EQUALLY SPACED
PER AISLE
6" BLUE
STRIPE
6" WHITE
STRIPE
PRECAST CONCRETE
WHEEL STOP
(TYP., SEE DETAIL)
HANDICAPPED PARKING SIGN
(REFERENCE F.D.O.T. INDEX
#17355) WITH ADDITIONAL
SIGN STATING "$250 FINE"
TYPICAL PARKING/ DRIVEWAY
PAVEMENT SECTION
NTS
1. 6" LIMEROCK BASE, PRIMED AND COMPACTED TO 98%
OF MAX. DENSITY (DETERMINED BY AASHTO T-180),
(MIN. LBR 100).
2. 6" STABILIZED SUBGRADE (MIN. LBR 40).
3. STABILIZED SUBGRADE TO EXTEND 1 FOOT BEYOND
EDGE OF PAVEMENT AND BACK OF CURB.
4. WHEN NO CURB IS PROPOSED LIMEROCK TO EXTEND
6 INCHES BEYOND EDGE OF PAVEMENT.
PAVEMENT NOTES:
6" STABILIZED SUBGRADE
6" LIMEROCK BASE
1.5" TYPE SP-9.5 ASPHALT CONCRETE
INSTALLED IN ONE LIFT
PRIME COAT
3,000 PSI
CONCRETE (MIN.)
FRONT EDGE OF
PARKING SPACE
WHEEL STOP DETAIL
NTS
(2) #3 BARS MIN.
24" #5 BARS INTO PAVEMENT (TYP.)
6"
6'
2' FOR STANDARD 18' DEEP
PARKING SPACES. WHEEL
STOP TO BE SET AT EDGE OF
PAVEMENT FOR 16' DEEP
PARKING SPACES
NTS
NOTES:
SI
D
EW
AL
K
SI
D
EW
AL
K
W/ STOP BAR
2' STOP
BAR
4'
SI
D
EW
AL
K
HIGH VISIBILITY
WIDTH VARIES
2'
1'
6' 1'
SI
D
EW
AL
K2' VALLEY
GUTTER
' R
O
AD
W
AY
(T
YP
TYPICAL PEDESTRIAN CROSSWALKS
STANDARD
1. SEE PLANS FOR TYPE OF CROSSWALK STRIPING AND
LOCATION.
2. DETAILS REFERENCED F.D.O.T. INDEX NO. 17346 & M.U.T.C.D.
SECTION 3B.17
3. CROSSWALKS SHALL HAVE A MAXIMUM RUNNING SLOPE OF
1:20 (5%) AND A MAXIMUM CROSS SLOPE OF 1:50 (2%) PER
ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 4.3.
DRAINAGE STRUCTURE
TYPE 'C' INLET
REFERENCE DETAIL
FDOT INDEX 425-052
FDOT INDEX 425-001, 425-010JUNCTION BOX
1. STRUCTURAL DESIGN AND REINFORCING SHALL CONFORM TO FDOT DESIGN
STANDARDS.
2. ALL CONCRETE SHALL HAVE COMPRESSION STRENGTH OF 3,000 PSI @ 28 DAYS.
STRUCTURE DESIGN INFORMATION:
DRAINAGE STRUCTURE TABLE
TYPE 'D' INLET FDOT INDEX 425-052
TYPE 'H' INLET FDOT INDEX 425-052
FDOT INDEX 430-021MITERED END
NTS
CONCRETE FLUME
SECTION
8" 8"2'
4"
PLAN
8" 2' 8"
R2' R2'
EDGE OF PAVEMENT
3' 12" DEEP RUBBLE RIP-RAP
ON MIRAFI FILTER FABRIC
(4" DIA. AVG.)
6"
4'
3' T
R
AN
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FL
U
M E
C U
R B
TO
F
LA
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22.34"
36"
2X Ø .25" X 12.78"
ANCHOR RODS
Ø1.66"
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
NOTE:
BIKE RACK DETAIL
NTS
SARIS CYCLING GROUP
6802 - 5 BIKE BG WAVE RACK
NTS
1. SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT STANDARD INDEX
522-001 AND STANDARD SPECIFICATION 522 AND CORRESPONDING STANDARDS.
2. COMPACT FILL AREAS TO MINIMUM 95% OF AASHTO T99 DENSITY.
3. SIDEWALK SHALL HAVE CONTRACTION JOINTS SPACED EQUALLY TO THE SIDEWALK
WIDTH AND HAVE EXPANSION JOINTS EVERY 20' MAXIMUM.
4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.
5. SIDEWALKS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:22 (4.5%) AND A MAXIMUM
CROSS SLOPE OF 1:66 (1.5%) PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION
4.3.
6. CURB RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH ADA STANDARDS FOR
ACCESSIBLE DESIGN SECTION 4.7 AND FDOT STANDARD INDEX 522-002.
NOTES:
WIDTH PER PLAN
4" THK.1.5% MAX
ON-SITE CONCRETE SIDEWALK DETAIL
4" TOOLED EDGE (TYP.)
BROOM FINISH
ALTERNATE PERVIOUS
PAVEMENT SECTION
NTS
1. 4" MIN. 1 12" COARSE AGGREGATE #57 STONE, COMPACTED TO 95% OF
MAX. DENSITY (DETERMINED BY AASHTO T-180).
2. 8" STABILIZED SUBGRADE (MIN. LBR 40).
3. STABILIZED SUBGRADE TO EXTEND 1 FOOT BEYOND EDGE OF PAVEMENT
AND BACK OF CURB.
4. WHEN NO CURB IS PROPOSED AGGREGATE TO EXTEND 6 INCHES
BEYOND EDGE OF PAVEMENT.
PAVEMENT NOTES:
8" STABILIZED SUBGRADE
4" COARSE AGGREGATE
#57 STONE
1.5" POROUS PAVEMENT (KBI
PERMADRIVE) INSTALLED IN
ONE LIFT
FILTER FABRIC
ALTERNATE PERVIOUS
PAVEMENT LOCATIONS
NTS
STABILIZED GRASS ACCESS
SECTION
NTS
12" STABILIZED
SUBGRADE
1. 12" STABILIZED SUBGRADE (MIN. LBR 40).
NOTES:
BAHIA SOD
NTS
1. SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT STANDARD INDEX
522-001 AND STANDARD SPECIFICATION 522 AND CORRESPONDING STANDARDS.
2. COMPACT FILL AREAS TO MINIMUM 95% OF AASHTO T99 DENSITY.
3. SIDEWALK SHALL HAVE CONTRACTION JOINTS SPACED EQUALLY TO THE SIDEWALK
WIDTH AND HAVE EXPANSION JOINTS EVERY 20' MAXIMUM.
4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.
5. SIDEWALKS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:22 (4.5%) AND A MAXIMUM
CROSS SLOPE OF 1:66 (1.5%) PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION
4.3.
6. CURB RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH ADA STANDARDS FOR
ACCESSIBLE DESIGN SECTION 4.7 AND FDOT STANDARD INDEX 522-002.
NOTES:
WIDTH PER PLAN
6" THK.1.5% MAX
OFF-SITE CONCRETE SIDEWALK DETAIL
4" TOOLED EDGE (TYP.)
BROOM FINISH
UTILITY DETAILS
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
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Florida Registry License No. 33253
AREA RESERVED FOR AGENCY USE
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TRFO
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CI OF
IRLF O AD
STANDARD DETAILS & SPECIFICATIONS
CATCH BASIN SUMP DETAIL
G - 99
N.T.S.
REV. DATE
5/2023
CITY OF FORT MYERS
PUBLIC UTILITIES DEPARTMENT
ENGINEERING DIVISION
2200 SECOND STREET, FORT MYERS, FLORIDA 33901
239-321-7445
ILLUSTRATION:
PLAN
SIDE VIEW
3"
12" (TYP.)
STONE OR ROCK
WRAPPED W/
FILTER FABRIC
(TYP.)
3" SUMP DRAIN
(TYP.)
1. STRUCTURES SHALL MEET
SPECIFICATIONS AS DETAILED
IN FDOT DESIGN STANDARDS,
LATEST EDITION.
2. ALTERNATE DESIGNS WILL BE
CONSIDERED. ALTERNATE
DESIGN SHALL BE DETAILED
ON PLANS AND CLEARLY
LABELED AS "MODIFIED".
3. SUMP SHALL HAVE A MINIMUM
OF TWO SUMP DRAINS ON
OPPOSITE FACES OF THE
STRUCTURE. HOLES CAN BE
ADJUSTED TO AVOID
CONFLICTS WITH W/
PRE-CAST PIPE OPENINGS.
4. SUMP TO BE PROVIDED ON
ALL STRUCTURES WHICH
WILL BE OWNED &
MAINTAINED BY THE CITY OF
FORT MYERS LOCATED IN
AREAS SUSCEPTIBLE TO
SEDIMENTATION.
NOTES:
3" DIA.
SUMP DRAIN 6"
12"
" M
IN
FILTER FABRIC (TYP.)
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PARKS AND RECREATION FACILITYRECORDS STORAGE
PALM AVENUE
M
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H
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SINGLE ROW STAKED
SILT FENCE (TYP.)
TEMPORARY CONSTRUCTION
ENTRANCE
SINGLE ROW STAKED
SILT FENCE (TYP.)
EROSION CONTROL
PLAN
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
JBC
W0406-24002
LEE COUNTY, FL
Status:
PR
O
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C
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Florida Registry License No. 33253
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LEGEND
STAKED SEDIMENT LOG @ INLETS OR
MIRAFI FABRIC
STAKED SILT FENCE
RUNOFF
STEEL OR
WOOD POST
EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT
WIRE MESH SUPPORT
10 FT. MAX SPACING WITH WIRE SUPPORT FENCE
6 FT. MAX SPACING WITHOUT WIRE SUPPORT FENCE
FLOW
FLOW
FLOW
12" MIN.
RUNOFF
STEEL OR
WOOD POST
36" HIGH MAX.
PONDING HEIGHT PONDING HEIGHT
FILTER FABRIC ATTACHED
SECURELY TO UPSTREAM
SIDE OF POST
4"x6" TRENCH WITH
COMPACTED BACKFILL GRAVEL
8"
12" MIN.
9" MAX.
(RECOMMENDED
STORAGE HT.)
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
ALTERNATE DETAIL
TRENCH WITH GRAVEL
1. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
NOTES:
NTS
SILT FENCE DETAIL
1. THESE DETAILS REPRESENT TYPICAL BEST MANAGEMENT PRACTICES FOR SOIL EROSION CONTROL.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE EROSION CONTROL DEVICES SHALL BE
INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES
SHALL REMAIN IN PLACE UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED.
3. AREAS LOCATED ADJACENT TO UNDEVELOPED AREAS SHALL BE STABILIZED WITH SOD IMMEDIATELY UPON
REACHING FINAL GRADE.
4. THE CONTRACTOR SHALL SUPPLEMENT THIS PLAN AS MAY BE REQUIRED TO CONTROL AND REDUCE SOIL EROSION BASED ON THE CONTRACTORS MEANS, METHODS AND TECHNIQUE OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO FILE A NPDES NOTICE OF INTENT WITH THE EPA AND THE CITY OF FORT MYERS AT LEAST 48 HOURS PRIOR TO
THE START OF CONSTRUCTION.
5. DURING CONSTRUCTION, ALL INLET OPENINGS SHALL BE COVERED WITH FILTER FABRIC (MIRAFI 140N, OR APPROVED EQUAL) TO PREVENT DEBRIS FROM FALLING INTO THE INLET. FILTER FABRIC TO BE REMOVED FROM ALL
INLETS IMMEDIATELY UPON PROPER STABILIZATION OF CONSTRUCTED IMPROVEMENTS.
6. THE CONSTRUCTION OF THIS PROJECT WILL BE IN COMPLIANCE WITH SEE TURTLE AND SMALLTOOTH SAWFISH
CONSTRUCTION CONDITIONS AND THE STANDARD MANATEE CONDITIONS FOR IN WATER WORK.
7. CONSTRUCTION DEBRIS FROM THE PROJECT WILL BE REMOVED FROM THE SITE BY TRUCK.
8. TURBIDITY SCREENS WILL BE UTILIZED AND REMAIN IN PLACE THROUGHOUT CONSTRUCTION.
9. SILT FENCE WILL BE UTILIZED AND REMAIN IN PLACE THROUGHOUT CONSTRUCTION.
10. TURBIDITY SCREENS AND SILT FENCE WILL BE INSPECTED DAILY.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING RUTS FROM EQUIPMENT DURING INSTALLATION AND
MAINTENANCE OF THE PROPOSED SILT FENCE
EROSION CONTROL NOTES:
MIRAFI FILTER FABRIC
#57 STONE
FINISHED GRADE
NTS
TEMPORARY CONSTRUCTION
ENTRANCE SECTION
N
E W
300 15 60
| W0406-24002-01-COVER-COVER |
| W0406-24002-02-AERIAL-PLAN-SHEET |
| W0406-24002-03-DEMO-PLAN-SHEET |
| W0406-24002-04-SITE-PLAN-SHEET |
| W0406-24002-05-PAV-DRG-PLAN-SHEET |
| W0406-24002-06-UTILITY-PLAN-SHEET |
| W0406-24002-07-PAV-DRG-DETAILS-PLAN-SHEET |
| W0406-24002-08-CFM-DETAILS-PLAN-SHEET |
| W0406-24002-09-EROSION-PLAN-SHEET |
| 2025-07-11T09:19:19-0400 | |
| Andrew D Fitzgerald |
File details come from the government source that posted it. Updated .