CFM_Parks_and_Rec_-_Civil_Plans_-_South_Parcel.pdf
PDF 17 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 Parks & Recreation and Clerk of Court Parking Facility project for the City of Fort Myers, located in Section 18, Township 44 South, Range 25 East in Lee County, Florida. The project involves developing a new parking facility on a triangular parcel bordered by Michigan Avenue, Seaboard Street, Palm Avenue, and Second Street. The site is currently a mix of vacant and commercial-zoned land, and the proposed development includes approximately 80 parking spaces (including 5 handicap spaces), with light and heavy-duty asphalt pavement, concrete sidewalks, a dry detention area, and associated site improvements.
The project, designed by RESPEC Company LLC with engineering by Andrew D. Fitzgerald (Florida Professional Engineer License No. 56776), includes comprehensive site planning for drainage, erosion control, utility provisions, and landscaping. The site is zoned Commercial Intensive (CI) and Planned Unit Development (PUD), with specific considerations for stormwater management, including a surface water management plan that provides 0.23 acre-feet of water quality volume. Utility providers include Florida Power and Light, CenturyLink, TECO Gas, and Comcast Cable. The construction plans are dated for potential implementation in July 2025, with detailed specifications for pavement sections, curbing, sidewalks, and erosion control measures.
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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, EXISTING CONDITIONS AND DEMOLITION PLAN
MASTER SITE PLAN
PAVING, GRADING, DRAINAGE, & UTLITY PLAN
NO.
C1-S C2-S C3-S C4-S
PROJECT INFORMATION
COMMERCIAL INTENSIVE
18-44-25-P4-00012.0000
ZONING
PARCEL ID
VICINITY MAP
CONSTRUCTION INFORMATION
CONSULTANTS
CITY OF FORT MYERS
2200 SECOND ST.
FORT MYERS, FL 33901
(239) 321-7459
RESPEC COMPANY LLC
1412 JACKSON STREET, 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
CALL BEFORE YOU DIG: 811
PARKS & RECREATION AND
CLERK OF COURT PARKING 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
EW
S
Always call 811 two full business days before you dig
REVISIONS SUMMARY
DESCRIPTIONREV. DATE REVISED SHEETS
MICHIGAN AVENUE
C1-S
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RESPEC
1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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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FIRST STREET
SECOND STREET
PAVING AND DRAINAGE DETAILS
C6-S
EROSION CONTROL PLAN
C7-S
PROJECT DATUM
NAVD
C5-S
TYPICAL SECTIONS
C8-S C9-S
SITE LAYOUT, SIGNING AND MARKING PLAN
CITY OF FORT MYERS STANDARD DETAILS
C10-S
PAVING DETAILS
ATTACHMENTS
LANDSCAPE AND IRRIGATION PLANS (DMJA)
S
S S
7.7
7.9
8.3 0 8.5
8.2
8.6
8.7
8.8
8.8
8.7
8.6
8.7
9.6
9.6
9.7
9.6
9.5
9.1
9.0 08.8
8.9
8.7 08.3
8.3 08.1
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7.8
8.2
8.8
8.7
9.2
8.8
9.2
9.4
9.7
9.8
9.4
9.7
9.6
9.6
9.0 08.7
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9.9
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8.7
8.7
7.6
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9.9
9.6
9.6
9.5 29.4
9.4 49.4
9.7
8.9
8.9
8.9
9.1
8.9
8.8
8.8
8.7
8.8
8.8
8.7 48.8
68.9
8.4 68.4
8.3
8.5
8.3
8.2 67.9
78.0
7.8
7.9
7.8
7.5
7.5
7.3
7.3
7.4
7.4
7.5
7.3 7 7.7
7.5
7.7
6.0
5.8
6.7
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5.9
5.7
6.1
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5.9
5.8
6.5
6.8
9.9
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9.7 1 9.5
9.7
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7.3
7.6
7.6
7.5
9.7
9.9
7.5
7.4
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9.2
9.4 2 7.7
7.7
7.4
9.2
7.5
7.5
9.4
9.5
7.4
8.6 4 8.9
9.1
8.1
7.7
7.5
9.1
9.2
9.2
8.7
7.6
7.0
6.9
7.5
6.8
6.6
7.0
7.3
7.6
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9.4 69.2
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9.4 8 9.6
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9.7
9.6
9.2 79.1
8.9
8.6
9.0
8.8
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8.2 98.3
8.3
8.3
8.3
8.2
8.2 0 8.3
8.0
7.5
7.9
7.6 37.9
37.9
7.5 47.8
7.7 9 7.3
7.2 97.6
7.6
7 7.5
7.3
6.8
7.0 27.0
6.8
36.7
7.0 7 6.6
7.0
7.0
6.5
6.8 6 6.7
6.6 76.4
6.2
6.0 35.9
56.2
6.1
6.2
6.2
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7.9
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8.2
8.6
8.7
8.8
8.8
8.7
8.6
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9.6
9.6
9.7
9.6
9.5
9.1
9.0 08.8
8.9
8.7 08.3
8.3 08.1
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7.8
8.2
8.8
8.7
9.2
8.8
9.2
9.4
9.7
9.8
9.4
9.7
9.6
9.6
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9.3
9.9 0 9.7
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8.7
8.7
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9.9
9.6
9.6
9.5 29.4
9.4 49.4
9.7
8.9
8.9
8.9
9.1
8.9
8.8
8.8
8.7
8.8
8.8
8.7 48.8
68.9
8.4 68.4
8.3
8.5
8.3
8.2 67.9
78.0
7.8
7.9
7.8
7.5
7.5
7.3
7.3
7.4
7.4
7.5
7.3 7 7.7
7.5
7.7
6.0
5.8
6.7
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5.9
5.7
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5.9
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7.6
7.6
7.5
9.7
9.9
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7.7
7.4
9.2
7.5
7.5
9.4
9.5
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8.6 4 8.9
9.1
8.1
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7.5
9.1
9.2
9.2
8.7
7.6
7.0
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7.5
6.8
6.6
7.0
7.3
7.6
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8.9
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8.8
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8.3
8.3
8.3
8.2
8.2 0 8.3
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7.5
7.9
7.6 37.9
37.9
7.5 47.8
7.7 9 7.3
7.2 97.6
7.6
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7.3
6.8
7.0 27.0
6.8
36.7
7.0 7 6.6
7.0
7.0
6.5
6.8 6 6.7
6.6 76.4
6.2
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6.1
6.2
6.2
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7.9
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8.2
8.6
8.7
8.8
8.8
8.7
8.6
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9.6
9.6
9.7
9.6
9.5
9.1
9.0 08.8
8.9
8.7 08.3
8.3 08.1
07.9
7.8
8.2
8.8
8.7
9.2
8.8
9.2
9.4
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9.8
9.4
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9.6
9.6
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8.7
8.7
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9.6
9.6
9.5 29.4
9.4 49.4
9.7
8.9
8.9
8.9
9.1
8.9
8.8
8.8
8.7
8.8
8.8
8.7 48.8
68.9
8.4 68.4
8.3
8.5
8.3
8.2 67.9
78.0
7.8
7.9
7.8
7.5
7.5
7.3
7.3
7.4
7.4
7.5
7.3 7 7.7
7.5
7.7
6.0
5.8
6.7
2.3
5.9
5.7
6.1
5.9
5.9
5.8
6.5
6.8
9.9
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9.7 1 9.5
9.7
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7.3
7.6
7.6
7.5
9.7
9.9
7.5
7.4
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9.2
9.4 2 7.7
7.7
7.4
9.2
7.5
7.5
9.4
9.5
7.4
8.6 4 8.9
9.1
8.1
7.7
7.5
9.1
9.2
9.2
8.7
7.6
7.0
6.9
7.5
6.8
6.6
7.0
7.3
7.6
9.6
9.7 9 9.8
9.4 69.2
9.4
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9.4 8 9.6
9.7
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9.7
9.6
9.2 79.1
8.9
8.6
9.0
8.8
9.0
8.2 98.3
8.3
8.3
8.3
8.2
8.2 0 8.3
8.0
7.5
7.9
7.6 37.9
37.9
7.5 47.8
7.7 9 7.3
7.2 97.6
7.6
7 7.5
7.3
6.8
7.0 27.0
6.8
36.7
7.0 7 6.6
7.0
7.0
6.5
6.8 6 6.7
6.6 76.4
6.2
6.0 35.9
56.2
6.1
6.2
6.2
EX. CONCRETE PAVEMENT
(TO BE REMOVED)
EX. SIDEWALK
(TO BE REMOVED)
EX. SIDEWALK
(TO BE REMOVED)
EX. CONCRETE PAVEMENT
(TO BE REMOVED)
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING COMMERCIAL
ZONED: CI
EXISTING COMMERCIAL
ZONED: CIEX. BUILDING (VACANT)
EX. 60" RCP
EX. 60" RCP
EX. 18" DIP FORCE MAIN
EX. 60" RCP
EX. 8" DIP WATER MAIN
EX. 2" DIP WATER MAIN
EX. 16" DIP WATER MAIN
EX. 2" GP WATER MAIN
EX. CONCRETE PAVEMENT
(TO BE REMOVED)
REMOVE EXISTING
CONCRETE SLAB
EX. 42" RCP
EX. 42" RCP
EX. CONTROL
STRUCTURE
(S-210)
(TO BE MODIFIED)
EX. DRY DETENTION
(TO BE EXPANDED)
EX. 12" PVC
WATER MAIN
MICHIGAN AVENUE
SE
ABOARD S
TR
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PA
LM
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(PUBLIC - 60' ROW)
(P
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SECOND STREET
(PUBLIC - 68' ROW)
EXISTING RESIDENTIAL
ZONED: RS-7
VACANT
ZONED: CI
SAWCUT EX. EDGE
OF PAVEMENT
SAWCUT EX. EDGE
OF PAVEMENT (TYP.)
EX. 8" PVC SANITARY
SEWER
EX. 12" PVC WATER
MAIN
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
EX. 12" RCP
INV. = 4.11
AERIAL, EXISTING
CONDITIONS &
DEMOLITION PLAN
C2-S
PL
A
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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:
BMP
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
LEGEND
PAVEMENT AND CURBING
TO BE REMOVED
APPROXIMATE AREA
CLEARING & GRUBBING
PROJECT DATUM
NAVD
MICHIGAN AVENUE
SE
ABOARD S
TR
EE
T
PROPERTY
BOUNDARY
PA
LM
A
VE
N U
E
5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
353637
383940
212019181716
4142434445
24" WHITE
STOP BAR
6' STANDARD CROSS WALK
(SEE PAVING DETAILS SHEET)
DETECTABLE
WARNING (TYP.) REF.
FDOT INDEX 522-002
DOUBLE DUMPSTER
ENCLOSURE
HORTICULTURE
WASTE ENCLOSURE
DRY DETENTION AREA
DRY DETENTION AREA
6' HIGH, GREEN VINYL COATED
CHAIN LINK FENCE (TYP.)
6' HIGH, GREEN
VINYL COATED
CHAIN LINK FENCE
(TYP.)
6' HIGH, GREEN
VINYL COATED
CHAIN LINK FENCE
(TYP.)
(P U
BL
IC
VA
R
IA
BL
E
W
ID
TH
R
O W
(PUBLIC - 60' ROW)
(P
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IC
' R
OW
SECOND STREET
(PUBLIC - 68' ROW)
EXISTING COMMERCIAL
ZONED: CI
EXISTING COMMERCIAL
ZONED: CI
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT RECORDS FACILITY
(SITC-047274-2024)
ZONED: PUD
EXISTING RESIDENTIAL
ZONED: RS-7
PROPERTY
BOUNDARY
20'
15'
15'
15'
15.9'
AUTOMATIC ARM
BARRIER GATES
20'
20'
SEE NORTH PARCEL PLANS
(SITC-047274-2024) FOR
CONTINUATION OF
PEDESTRIAN CROSSING
5'
5'
LIGHT POLE
(TYP.)
MASTER SITE PLAN
C3-S
PL
A
N R
EV
IS
IO
N
S D
A
TE
D
ES
C R
IP
TI
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Sheet Number:
Project Manager: ADF
S
EC
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RESPEC
1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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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IN
EE
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F R
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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. 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.
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:
PROPERTY LINE BUFFER REQUIRED
R.O.W.
ADJACENT USE
15' TYPE 'B'
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 THE PARKS AND
RECREATION AND CLERK OF COURT RECORDS FACILITY SITE (SITC-047274-2024).
NOTES:
TOTAL SPACES 80 (5)59
EMPLOYEE PARKING
(OFFICE) 1 PER 300 SQ. FT x 17,430 S.F.
SOUTH
R.O.W. 15' TYPE 'B'
CONCRETE SIDEWALK/PAD
LEGEND
ASPHALT PAVEMENT
N
EW
S
300 15 60
CATEGORY AREA PERCENTAGE
LAND USE SUMMARY
PAVEMENT / SIDEWALK
TOTAL
PERVIOUS
DRY DETENTION
1.10 AC.
0.23 AC.
0.47 AC.
1.80 AC.
61.1%
12.8%
26.1%
100%
R.O.W. 15' TYPE 'B'
R.O.W. 15' TYPE 'B'
SE
ABOARD S
TR
EE
T
PA
LM
A
VE
N U
E
STOP R1-1
(30"x30")
R3'
(TYP.)
3'
R10'
R25'
R10'
R5'
R10'
R5'
R15'
R5'
R10'
R3'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
353637
383940
212019181716
4142434445
10'
DO NOT
ENTERR5-1
R5-11
24" WHITE
STOP BAR
R3' 15'
15'
15'
15.9'
DOUBLE DUMPSTER
ENCLOSURE
HORTICULTURE
WASTE ENCLOSURE
DRY DETENTION AREA
DRY DETENTION AREA
ULINE RUBBER WHEEL
STOP MODEL H-4608
OR APPROVED EQUAL
(TYP.)
ULINE RUBBER WHEEL
STOP MODEL H-4608
OR APPROVED EQUAL
(TYP.)
ULINE RUBBER WHEEL
STOP MODEL H-4608
OR APPROVED EQUAL
(TYP.)
(P U
BL
IC
VA
R
IA
BL
E
W
ID
TH
R
O W
(PUBLIC - 60' ROW)
(P
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IC
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OW
SECOND STREET
(PUBLIC - 68' ROW)
EXISTING COMMERCIAL
ZONED: CI
EXISTING COMMERCIAL
ZONED: CI
EXISTING RESIDENTIAL
ZONED: RS-7 6" WHITE DIAGONAL
CROSSHATCH (4' O.C.)
6" WHITE STRIPING
(TYP.)
6" WHITE STRIPING
(TYP.)
6" WHITE DIAGONAL
CROSSHATCH (4' O.C.)
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
SOLID WHITE
ARROW (TYP.)
SOLID WHITE
ARROW (TYP.)
6' HIGH, GREEN VINYL COATED
CHAIN LINK FENCE (TYP.)
6' HIGH, GREEN
VINYL COATED
CHAIN LINK FENCE
(TYP.)
6' HIGH, GREEN
VINYL COATED
CHAIN LINK FENCE
(TYP.)
20'
20'
BUILDING SETBACK
(TYP.)
6' STANDARD CROSS WALK
(SEE PAVING DETAILS SHEET)
DETECTABLE
WARNING (TYP.) REF.
FDOT INDEX 522-002
5'
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT RECORDS FACILITY
(SITC-047274-2024)
ZONED: PUD
SEE NORTH PARCEL PLANS
(SITC-047274-2024) FOR
CONTINUATION OF
PEDESTRIAN CROSSING
STOP R1-1
(30"x30")
STOP R1-1
(30"x30")
24" WHITE
STOP BAR
6' STANDARD CROSS WALK
(SEE PAVING DETAILS SHEET)
DETECTABLE
WARNING (TYP.) REF.
FDOT INDEX 522-002
6" CONCRETE
SIDEWALK (TYP.)
6" CONCRETE
SIDEWALK (TYP.)
SITE LAYOUT, SIGNING
AND MARKING PLAN
C4-S
PL
A
N R
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IS
IO
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C R
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Sheet Number:
Project Manager: ADF
S
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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
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O
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A N
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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 MARKINGS SHALL BE PAINTED. OFF-SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
CONCRETE SIDEWALK
LEGEND
ASPHALT PAVEMENT
N
EW
300 15 60
7.7
7.9
8.3 0 8.5
8.2
8.6
8.7
8.8
8.8
8.7
8.6
8.7
9.6
9.6
9.7
9.6
9.5
9.1
9.0 08.8
8.9
8.7 08.3
8.3 08.1
07.9
7.8
8.2
8.8
8.7
9.2
8.8
9.2
9.4
9.7
9.8
9.4
9.7
9.6
9.6
9.0 08.7
08.6
9.3
9.9 0 9.7
9.9
.10
.20
.30
.10
9.7
8.7
8.7
7.6
.08
.08
.00
9.9
9.6
9.6
9.5 29.4
9.4 49.4
9.7
8.9
8.9
8.9
9.1
8.9
8.8
8.8
8.7
8.8
8.8
8.7 48.8
68.9
8.4 68.4
8.3
8.5
8.3
8.2 67.9
78.0
7.8
7.9
7.8
7.5
7.5
7.3
7.3
7.4
7.4
7.5
7.3 7 7.7
7.5
7.7
6.0
5.8
6.7
2.3
5.9
5.7
6.1
5.9
5.9
5.8
6.5
6.8
9.9
.29 9.9
9.7 1 9.5
9.7
.00
7.3
7.6
7.6
7.5
9.7
9.9
7.5
7.4
.06
9.2
9.4 2 7.7
7.7
7.4
9.2
7.5
7.5
9.4
9.5
7.4
8.6 4 8.9
9.1
8.1
7.7
7.5
9.1
9.2
9.2
8.7
7.6
7.0
6.9
7.5
6.8
6.6
7.0
7.3
7.6
9.6
9.7 9 9.8
9.4 69.2
9.4
.09
9.4 8 9.6
9.7
.17
.17
.07
9.7
9.6
9.2 79.1
8.9
8.6
9.0
8.8
9.0
8.2 98.3
8.3
8.3
8.3
8.2
8.2 0 8.3
8.0
7.5
7.9
7.6 37.9
37.9
7.5 47.8
7.7 9 7.3
7.2 97.6
7.6
7 7.5
7.3
6.8
7.0 27.0
6.8
36.7
7.0 7 6.6
7.0
7.0
6.5
6.8 6 6.7
6.6 76.4
6.2
6.0 35.9
56.2
6.1
6.2
6.2
9.00
8.98
8.808.60
8.60
8.60
8.60
9.22
9.22
9.70
9.30
9.10 9.30
8.93
8.93
9.22
9.50
9.10
9.44
9.459.70
9.80
8.93 9.22
9.44
9.44
9.22
9.30
9.30
8.93 9.22
8.90 8.90
9.20
9.20
7.50 7.50 7.50
7.50
7.50
7.50
9.30
9.10 9.10
9.69
9.10
9.20
9.30 9.30
9.20
9.10
8.42
7.32 8.04
9.10
9.30
9.65
9.65
9.55
9.65
9.45
9.25
9.50
8.
7.50
7.50
7.50
9.00
8.
7.50
7.5 09.0
7.50 9.00
7.
9.50 7.50
9.
9.00
9.6
7.50
9.1
9.50
9.50 8.70
8.80
8.68
8.60 8.19
DRY RETENTION AREA
TYPE 'D'
CURB (TYP.)
DRY RETENTION AREA
TYPE 'D'
CURB (TYP.)
MICHIGAN AVENUE
SE
ABOARD S
TR
EE
T
PA
LM
A
VE
N U
E (P
U
BL
IC
VA
R
IA
BL
E W
ID
TH
R O
W
(PUBLIC - 60' ROW)
(P
UBL
IC
' R
OW
SECOND STREET
(PUBLIC - 68' ROW)
EXISTING COMMERCIAL
ZONED: CI
EXISTING COMMERCIAL
ZONED: CI
EXISTING RESIDENTIAL
ZONED: RS-7
MODIFIED EX. S-210
RISER WITH RUBBLE
RIP-RAP SUMP (SEE
DRAINAGE DETAIL)
EX. 60" RCP
EX. 18" DIP FORCE MAIN
EX. 60" RCP
EX. 8" DIP WATER MAIN
EX. 2" DIP WATER MAIN
EX. 16" DIP WATER MAIN
EX. 2" GP WATER MAIN
EX. 42" RCP
EX. 42" RCP
EX. 12" RCP
EX. 12" PVC
WATER MAIN
EX. S-211
EX. S-302
8"x2" SERVICE SADDLE WITH
IRRIGATION SERVICE
1 12" IRRIGATION METER AND
BACKFLOW PREVENTER
MATCH EX. GRADE
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
9'
18'
14'
24'
24'
9'
18'
9'
18'
31.5'
34'
29'
36'
20' 10
9'
18'
10'
20'
30'40'
10'
10'
20' 30'
20'
5'
6'
10'
5'
15' 15'
15'
15.9'
3'
24' 24'
10.00
14'
8.80
TYPE 'D'
CURB (TYP.)
9.48
9.50
9.1
20'
20'
10.00
PROPOSED CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT RECORDS FACILITY
(SITC-047274-2024)
ZONED: PUD
2" PVC IRRIGATION
SLEEVES (TYP.)
2" PVC IRRIGATION
SLEEVES (TYP.)
DOUBLE DUMPSTER
ENCLOSURE
HORTICULTURE
WASTE ENCLOSURE
4" CONCRETE
PAVEMENT
6" CONCRETE
SLAB 6' HIGH CONCRETE
BLOCK WALL
(SEE DETAIL G-13A)
4" CONCRETE
PAVEMENT
6" CONCRETE
SIDEWALK (TYP.)
6" CONCRETE
SIDEWALK (TYP.)
3' TYPE 'D' CURB
TRANSITION (TYP.)
PAVING, GRADING,
DRAINAGE, & UTILITY
PLAN
C5-S
PL
A
N R
EV
IS
IO
N
S D
A
TE
D
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C R
IP
TI
O N
Sheet Number:
Project Manager: ADF
S
EC
O N
D S
TR
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T
FO
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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
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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.
12. DETECTABLE WARNING PADS SHALL BE INCIDENTAL TO SIDEWALK INSTALLATION.
GENERAL DRAINAGE NOTES:
ASPHALT PAVEMENT
X.XX EXISTING ELEVATION
PROPOSED ASPHALT, SIDEWALK,
GROUND GRADE
CONCRETE SIDEWALK/PAD
20.00
LEGEND
PROJECT DATUM
NAVD
PARAMETER
5 YEAR, 1 DAY RAINFALL (IN.) 5.98
CONTROL ELEVATION (FT-NAVD)
SURFACE WATER MANAGEMENT PARAMETERS
PRE-DEVELOPMENT 5 YEAR, 1 DAY MAX. DISCHARGE (CFS)
25 YEAR, 3 DAY RAINFALL (IN.)
POST-DEVELOPMENT 5 YEAR, 1 DAY PEAK STAGE (FT-NAVD)
MIN. PERIMETER BERM ELEVATION (FT-NAVD)
MIN. PARKING LOT ELEVATION (FT-NAVD)
10.80
1.91
8.15
8.60
8.35
6.50
REQUIRED WATER QUALITY VOLUME (AC-FT) 0.21
PROVIDED WATER QUALITY VOLUME (AC-FT) 0.23
BASIN 1 - SWM AREA
CATEGORY AREA
BASIN 1 - SWM AREA
DRY RETENTION 0.47 AC.
TOTAL AREA 2.05 AC.
1.35 AC PAVEMENT / SIDEWALK*
0.23 AC. PERVIOUS/OPEN SPACE
SURFACE WATER MANAGEMENT
LAND USE SUMMARY
*INCLUDES 0.25 AC OF PAVEMENT FROM
SEABOARD AND SECOND STREET
POST-DEVELOPMENT 5 YEAR, 1 DAY MAX. DISCHARGE (CFS) 1.03
PRE-DEVELOPMENT 25 YEAR, 3 DAY MAX. DISCHARGE (CFS)
POST-DEVELOPMENT 25 YEAR, 3 DAY PEAK STAGE (FT-NAVD)
7.08
8.55
POST-DEVELOPMENT 25 YEAR, 3 DAY MAX. DISCHARGE (CFS) 4.19
SECTION A-A
NTS
EX. PALM
AVE ROW
MATCH EXISTING GRADE
(VARIES 6.9±)
SILT FENCE
5.4' 3.6' 4'
BOTTOM ELEV. = 7.50
PROPOSED PARKING
ELEV. = 8.60
2' PARKING
PROPERTY LINE
SECTION C-C
NTS
EX. MICHIGAN AVE.
ROW
PROPERTY LINE
MATCH EXISTING GRADE
(VARIES 8.5 - 8.7)
SILT FENCE
1' 3.6'
BOTTOM ELEV. = 7.50
PROPOSED PARKING
ELEV. = 8.90
8.4' 2' PARKING
SECTION D-D
NTS
PROPERTY LINE
MATCH EXISTING GRADE
(VARIES 9.00±)
SILT FENCE
5' 6'
DETENTION
BOTTOM = 7.50
DRY
DETENTION
SECTION E-E
NTS
EX. SEABOARD ST.
ROW
PROPERTY LINE
MATCH EXISTING GRADE
(VARIES 9.60±)
SILT FENCE
6.3' 6.7'
3:1 (MAX)
PROPOSED PARKING
ELEV. = 9.2
2' PARKING
4:1 (MAX)
BOTTOM ELEV. = 7.50
SECTION F-F
NTS
EX. SEABOARD ST.
ROW
TOB ELEV = 9.50
TOB ELEV = 8.70
TOB ELEV = 8.50
3:1 MAX
4:1 MAX
TOB ELEV = 8.70
TOB ELEV = 8.80
3:1 MAX
4:1 MAX
TOB ELEV. = 9.1
3:1 MAX
15.01' TYPE 'B' BUFFER
15' TYPE 'B' BUFFER
15' TYPE 'B' BUFFER
3:1 MAX
6' GREEN CHAIN
LINK FENCE
PROPERTY LINE
MATCH EXISTING GRADE
(VARIES 8.3±)
SILT FENCE
EX. MICHIGAN AVE.
ROW
15' TYPE 'B' BUFFER
PARKING13' 2'
SECTION B-B
NTS
TOB ELEV. VARIES
(9.00 - 9.40)
6' GREEN CHAIN
LINK FENCE
6' GREEN CHAIN
LINK FENCE
PROPOSED PARKING
ELEV. = 9.10 - 9.20
PARKING
TOB ELEV = 9.0
3:1 MAX
DETENTION
BOTTOM = 7.50
4.5' 2'
DRY
DETENTION
6' GREEN CHAIN
LINK FENCE
15' TYPE 'B' BUFFER
6' GREEN CHAIN
LINK FENCE
S
S S
B B
C C
E
E
F
F
AA
AA
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F F
TYPICAL SECTIONS
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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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500 25 100
PROJECT DATUM
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:
BMP
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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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 DETAILS
TYPE 'D' CURB
6"
8"
R2"
PROJECT DATUM
NAVD
1. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL
BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:66
(1.5%) IN ALL DIRECTIONS PER ADA STANDARDS FOR
ACCESSIBLE DESIGN SECTION 4.6.
NOTES:
5'9' 12'
NTS
2' (TYP.)
1.5% MAX.
TYPICAL PARKING SPACE DETAIL
6" WHITE STRIPE
3 - 6" WHITE
CHEVRONS
EQUALLY SPACED
PER AISLE
6" BLUE
STRIPE
6" WHITE
STRIPE
ULINE RUBBER WHEEL
STOP MODEL H-4608
OR APPROVED EQUAL
(TYP.)
CONCRETE SIDEWALK
HANDICAPPED PARKING SIGN WITH
ADDITIONAL SIGN STATING "$250 FINE"
(REFERENCE F.D.O.T. INDEX 700-102)
AND SOME LOCATIONS MAY INCLUDE VAN
ACCESSIBLE PLAQUE (REF. MUTCD R7-8P)
4' -3
6"
EX. CONTROL STRUCTURE EX. S-210
NTS
MODIFIED TYPE 'E' INLET - FDOT INDEX 425-052
SECTION
5' -6
4' -6
PLAN
CAST IRON GRATE
ALUMINUM
BAFFLE
4" WEIR NOTCH
6" DETENTION BOTTOM
ELEV. = 7.50 NAVD
GRATE ELEV. = 8.60 NAVD
EX. 42" RCP
EX
. 4
2" R
CP
FR
O M
E X.
S -2
TO EX. S-211
4' -0
" W
EI
R N
O
TC
H
4'-0"
WEIR NOTCH
ELEV. = 8.00 NAVD
EX. STRUCTURE BOTTOM
(TO REMAIN)
EX. CONTROL STRUCTURE S-210
STRUCTURE BOTTOM TO REMAIN,
REMOVE EX. TYPE "E" INLET RISER.
CONTRACTOR TO VERIFY ALL EX.
STRUCTURE ELEVATIONS AND
DIMENSIONS PRIOR TO
CONSTRUCTION.
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
TYPICAL CONCRETE SIDEWALK DETAIL
4" TOOLED EDGE (TYP.)
BROOM FINISH
TOP OF EX. STRUCTURE ELEV. = 3.50 NAVD +/-
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
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AD
W
AY
(T
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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.
SE
ABOARD S
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SECOND STREET
(PUBLIC - 68' ROW)
EXISTING COMMERCIAL
ZONED: CI
EXISTING COMMERCIAL
ZONED: CIEX. CITY OF FORT MYERS
PARKS AND RECREATION AND
CLERK OF COURT RECORDS FACILITY
ZONED: PUD
EXISTING RESIDENTIAL
ZONED: RS-7
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
(PUBLIC - 60' ROW)
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
(OPTIONAL PERVIOUS PAVEMENT)
PAVING DETAILS
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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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LIGHT DUTY
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
PRIME COAT
PROJECT DATUM
NAVD
HEAVY DUTY
PAVEMENT SECTION
NTS
1. 8" LIMEROCK BASE, PRIMED AND COMPACTED TO 98%
OF MAX. DENSITY (DETERMINED BY AASHTO T-180),
(MIN. LBR 100).
2. 12" 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.
5. PAVEMENT SECTION TO BE CONFIRMED WITH
GEOTECHNICAL ENGINEER PRIOR TO
CONSTRUCTION.
PAVEMENT NOTES:
12" STABILIZED SUBGRADE
8" LIMEROCK BASE
PRIME COAT
2" TYPE SP-9.5 ASPHALT CONCRETE
N
EW
S
300 15 60
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
CITY OF FORT MYERS
STANDARD DETAILS
C9-S
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(239) 418-0691
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Project Number:
County, State:
BMP
W0406.24002
LEE COUNTY, FL
Status:
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1412 Jackson Street, Suite #1
Fort Myers, FL 33901
(239) 418-0691
Drawn By:
Project Number:
County, State:
BMP
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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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
| W0406-24002-01-COVER-COVER |
| W0406-24002-02-AERIAL-PLAN-SHEET |
| W0406-24002-03-MSP-PLAN-SHEET |
| W0406-24002-04-SITE-PLAN-SHEET |
| W0406-24002-05-PGD-PLAN-SHEET |
| W0406-24002-06-SECTIONS-PLAN-SHEET |
| W0406-24002-07-PAV-DRG-DETAILS-PLAN-SHEET |
| W0406-24002-08-PAV-DETAILS-PLAN-SHEET |
| W0406-24002-09-CFM-DETAILS-PLAN-SHEET |
| W0406-24002-10-EROSION-PLAN-SHEET |
| 2025-07-11T09:21:28-0400 | |
| Andrew D Fitzgerald |
File details come from the government source that posted it. Updated .