Exhibit_E8_-_Environmental_Resource_Permit_Plans_-_Pending_SS.pdf
PDF 42 MB Posted
- Solicitation number
- 26-8668
- Issued by
- Collier County, Florida
About this file
Environmental Resource Permit Plans for Veterans Memorial Boulevard Phase 2
This is an Environmental Resource Permit Plans document prepared by RWA, Inc. for the Collier County Board of Commissioners for the Veterans Memorial Boulevard Phase 2 Roadway Improvements project located in Collier County, Florida. The project encompasses roadway improvements and associated drainage infrastructure within the Veterans Memorial Boulevard right-of-way in Sections 11 and 12, Township 48, Range 25. The design documents include existing and proposed master drainage plans, drainage details, typical roadway sections, and erosion control measures. The project begins at Station 1023+00 and extends to Station 1087+95, representing approximately 6,500 linear feet of roadway improvements. The plans were prepared in May 2025 and are marked as preliminary and not for construction. The document includes 30 sheets covering existing conditions mapping, proposed drainage infrastructure, roadway profiles, and construction details prepared under Florida engineering license number 40254 (Laurie A. Swanson, P.E.).
The proposed drainage system is designed to manage stormwater through three primary basins with control elevations and discharge rates established to meet regulatory requirements. Basin 1 controls at 10.50 feet NAVD with a 25-year 3-day peak stage of 13.27 feet and 100-year peak stage of 14.18 feet; Basin 2 and 3 both control at 8.50 feet NAVD with peak stages of 11.51 and 11.63 feet respectively for the 25-year event, and 12.66 and 12.67 feet for the 100-year event. The project includes three wet detention ponds and multiple dry detention areas, with total available storage of 78.04 acre-feet for offsite flows from the Mediterra development. The design accommodates existing utilities including 12-inch water mains and 8-inch forcemains, existing irrigation lines, and a proposed 48-by-36-inch concrete box culvert for gopher tortoise crossing near the railroad right-of-way. All vegetation management requirements specify removal of exotic species and protection of native vegetation compatible with existing preserves, with slopes to be sodded or seeded and mulched as appropriate to site conditions.
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Text version
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ENGINEER'S SEAL:
June 9, 2025 7:57 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\01 1900620001W CS01.dwg
PROJECT No.:DATE:
OF
SHEET No.:
6610 Willow Park Drive Suite 200
Naples, FL 34109
4983 Royal Gulf Circle Fort Myers, FL 33966
19503 S West Villages Pkwy Unit A5
Venice, FL 34293
Office: (239) 597-0575 Fax: (239) 597-0578 www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB 6952
PROJECT LOCATION MAP
ENVIRONMENTAL RESOURCE PERMIT PLANS
WORK WITHIN THE VETERANS MEMORIAL BLVD
RIGHT-OF-WAY
SECTION: 11/12 TOWNSHIP:48 RANGE:25
VETERANS MEMORIAL BLVD. PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY, FLORIDA
COLLIER COUNTY BOARD OF
COMMISSIONERS
3299 TAMIAMI TRAIL EAST, SUITE 303
NAPLES, FL 34112-5746
PLANS PREPARED FOR:
PROJECT
LOCATION
END PROJECT IMPROVEMENTS
STA. 134+00.00
BEGIN PROJECT IMPROVEMENTS
STA. 1023+00.00
PLANS PREPARED BY:
MAY, 2025 190062.00.00 1 30
PRELIMINARY-
NOT FOR CONSTRUCTION
INDEX OF PLANS
ELEVATIONS BASED ON NORTH AMERICAN
VERTICAL DATUM NAVD88. CONVERSION FROM
NAVD88 TO NGVD29: NAVD88 +1.22=NGVD29.
SHEET NO. SHEET DESCRIPTION
1 COVER SHEET
2 EXISTING MASTER DRAINAGE MAP
3-7 EXISTING DRAINAGE PLANS
8 PROPOSED MASTER DRAINAGE PLAN
9-13 PROPOSED DRAINAGE PLANS
14 - 14A TYPICAL ROADWAY SECTIONS
15-25 ROADWAY PLAN AND PROFILES
26 ONSITE LAKE-POND 1 & SWALE SECTIONS
27 OFFSITE LAKE-POND 2 & 3 SECTIONS
28 DRAINAGE DETAILS
29 CONTROL STRUCTURE DRAINAGE DETAILS
30 EROSION CONTROL PLAN
LAURIE A. SWANSON, P.E.
STATE OF FLORIDA LICENSE NO. 40254
RWA, INC.
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JACKSONVILLE
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FT PIERCE
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FT LAUDERDALE
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MIAMI
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NAPLES
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TAMPA
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ORLANDO
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TALLAHASSEE
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PENSACOLA
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TURNPIKE
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BEE LINE
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EXPRESSWAY
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FLORIDA S
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BARTOW
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KEY WEST
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CHIPLEY
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DELAND
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LAKE CITY
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AutoCAD SHX Text This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
MEDITERRA (11-01761-P)
APPLICATION NUMBER: 990126-4
E.O.R.: WILSON MILLER
CONTROL ELEVATION: 9.78 FT NAVD
TOTAL AVAILABLE STORAGE: 78.04 AC-FT
ALLOWABLE DISCHARGE (EAST BASIN): 52.4 CFS
MIN ROAD CROWN: 12.88 NAVD
Imperial Golf Estates (11-00173-S)
APPLICATION NUMBER: 06288-A
E.O.R.: HOLE MONTES
CONTROL ELEVATION: 5.28 FT NAVD
ALLOWABLE DISCHARGE: 120.0 CFS
MIN ROAD CROWN: 9.28 NAVD
ELEMENTARY SCHOOL (11-02106-P)
APPLICATION NUMBER: 020314-8
E.O.R.: PASSARELLA AND ASSOCIATES
CONTROL ELEVATION: 11.28 FT NAVD
TOTAL AVAILABLE STORAGE: 2.27 AC-FT
ALLOWABLE DISCHARGE: 0.86 CFS
MIN ROAD CROWN: 14.78 NAVD
LANDMARK ESTATES
(11-00178-S)
APPLICATION NUMBER:
11309-A
E.O.R.:
GRADY MINOR
CONTROL ELEVATION:
5.78 FT NAVD
ALLOWABLE DISCHARGE:
47.1 CFS
MIN ROAD CROWN:
9.28 NAVD
KREHLING PUD
11-03111-P)
APPLICATION NUMBER:
080827-6
E.O.R.:
VANASSE DAYLOR
CONTROL ELEVATION:
7.28 FT NAVD
ALLOWABLE DISCHARGE:
0.63 CFS
MIN ROAD CROWN:
10.08 NAVD
ENCLAVE (11-100762-P)
APPLICATION NUMBER:
180329-427
E.O.R:
GRADY MINOR
CONTROL ELEVATION:
11.28 FT NAVD
ALLOWABLE DISCHARGE:
3.65 CFS
MIN ROAD CROWN:
15.0 NAVD
MEDITERRA (11-01761-P)
APPLICATION NUMBER: 990126-4
E.O.R.: WILSON MILLER
CONTROL ELEVATION: 10.28 FT NAVD
TOTAL AVAILABLE STORAGE: 78.04 AC-FT
ALLOWABLE DISCHARGE: 22.1 CFS
MIN ROAD CROWN: 12.88 NAVD
IMPERIAL LAKES
(11-00684-S)
APPLICATION NUMBER:
891030-5
E.O.R.:
HOLE MONTES
CONTROL ELEVATION:
7.78 FT NAVD
TOTAL AVAILABLE STORAGE:
55.5 AC-FT
ALLOWABLE DISCHARGE:
10.0 CFS
MIN ROAD CROWN:
9.38 NAVD
SCHOOL ACCESS ROAD (11-01501-P)
APPLICATION NUMBER: 050902-23
E.O.R.: TKW CONSULTING
CONTROL ELEVATION: 11.28 FT NAVD
PEAK DISCHARGE: 0.35 CFS
MIN ROAD CROWN: 14.18 NAVD
SECOYA RESERVE
E.O.R.: DAVIDSON
CONTROL ELEVATION: 10.78 FT NAVD
NORTH COLLIER INDUSTRIAL CENTER 11-01644-P)
APPLICATION NUMBER: 980402-5
E.O.R.: PURSE AND ASSOCIATES
CONTROL ELEVATION: 8.98 FT NAVD
ALLOWABLE DISCHARGE: 3.37 CFS
MIN ROAD CROWN: 13.08 NAVD
TURTLE CREEK PUD
(11-01367-P)
APPLICATION NUMBER:
950817-2
E.O.R.:
HOLE MONTES
CONTROL ELEVATION:
8.98 FT NAVD
ALLOWABLE DISCHARGE:
0.91 CFS
MIN ROAD CROWN:
11.23 NAVD
TRIANGLE PARCEL
(11-02353-P)
APPLICATION NUMBER:
031219-10
E.O.R.:
A.B.B.
CONTROL ELEVATION:
8.28 FT NAVD
ALLOWABLE DISCHARGE:
1.73 CFS
MIN ROAD CROWN:
12.28 NAVD
MERCEDES OF NAPLES
(11-03669-P)
APPLICATION NUMBER:
141112-2
E.O.R.:
Q GRADY MINOR
CONTROL ELEVATION:
8.5 NAVD
ALLOWABLE DISCHARGE:
1.02 CFS
MIN ROAD CROWN:
13.0 NAVD
VETERANS MEMORIAL BOULEVARD PHASE 1 -
EAST (11-102981-P)
APPLICATION NUMBER: 210419-5949
E.O.R.: GRADY MINOR
CONTROL ELEVATION: 10.50 FT NAVD
TOTAL AVAILABLE STORAGE: 4.59 AC-FT
ALLOWABLE DISCHARGE: 3.65 CFS
MIN ROAD CROWN: 13.40 NAVD
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(PRIVATE)
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
5000 1000
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 9, 2025 7:19 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\02 1900620001W ED01.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
2 30190062.00.01
MAY, 2025
1" = 1000'
1" = 500'
11/12 48 25
LAS
ALO
N/A
N/A 02 1900620001W ED01 40254
LAURIE A. SWANSON, P.E.EXISTING MASTER DRAINAGE MAP
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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EX. STR. #26
EX. STR. #27
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1023+00
1024+00
1025+00
1026+00
1027+00
1028+00
1029+00 1030+00
1031+00 1032+00
1033+00
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 2, 2025 8:21 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\03 1900620001W EM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
3 30190062.00.01
MAY, 2025
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 03 1900620001W EM02 40254
LAURIE A. SWANSON, P.E.EXISTING CONDITIONS MAP - WEST
Feet 0 40 80
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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M.E.S. TOP ELEV.=10.14' 18'RCP SW. INV.=8.21'
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STORM STRUCTURE TOP ELEV.=15.15' 18'RCP SW. INV.=8.16'
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M.E.S. TOP ELEV.=9.82' 24'RCP N. INV.=7.19'
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M.E.S. TOP ELEV.=10.23' 24'RCP S. INV.=7.83'
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FENCE CORNER
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GFP IS 1" PVC PIPE WITH WETLAND FLAG APPROXIMATE (TYPICAL)
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LSW IS THE WETLAND FLAG APPROXIMATE (TYPICAL)
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GFP IS 1" PVC PIPE WITH WETLAND FLAG APPROXIMATE (TYPICAL)
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LSW IS THE WETLAND FLAG APPROXIMATE (TYPICAL)
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GFL IS THE WETLAND FLAG APPROXIMATE (TYPICAL)
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FOUND NAIL & DISC SEASONAL HIGH WATER MARK EL.=9.29'(NAVD1988)
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C.B. TOP EL.=8.50'
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CONCRETE SIDEWALK
AutoCAD SHX Text 60001
AutoCAD SHX Text 12.47
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CCK 230, , , ,
AutoCAD SHX Text 60002
AutoCAD SHX Text 12.86
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CTEMP 60D, , , ,
AutoCAD SHX Text 60003
AutoCAD SHX Text 11.98
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CTEMP 60D, , , ,
AutoCAD SHX Text 60004
AutoCAD SHX Text 12.46
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CCK 230, , , ,
AutoCAD SHX Text 60005
AutoCAD SHX Text 12.75
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CCK CTEMP-6, , , ,
AutoCAD SHX Text 60006
AutoCAD SHX Text 6.57
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UDICHDP 15, , , ,
AutoCAD SHX Text 60007
AutoCAD SHX Text 7.44
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UDME01, , , ,
AutoCAD SHX Text 60008
AutoCAD SHX Text 8.42
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UDME01, , , ,
AutoCAD SHX Text 60009
AutoCAD SHX Text 8.07
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UDME01, , , ,
AutoCAD SHX Text 60010
AutoCAD SHX Text 7.39
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UDME01, , , ,
AutoCAD SHX Text 60011
AutoCAD SHX Text 8.34
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TOTB01, , , ,
AutoCAD SHX Text 60012
AutoCAD SHX Text 8.25
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TOTB01, , , ,
AutoCAD SHX Text 60013
AutoCAD SHX Text 7.85
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TOTB01, , , ,
AutoCAD SHX Text 60014
AutoCAD SHX Text 7.89
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TOTB01, , , ,
AutoCAD SHX Text 60015
AutoCAD SHX Text 8.26
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TOTB01, , , ,
AutoCAD SHX Text 60016
AutoCAD SHX Text 7.01
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TOTS01, , , ,
AutoCAD SHX Text 60017
AutoCAD SHX Text 12.44
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UDGIC, , , ,
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AutoCAD SHX Text 10.53
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UDIO NOTCH,CL 1.90H .13W, , ,
AutoCAD SHX Text 60019
AutoCAD SHX Text 8.03
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UDIO .3DIA, , , ,
AutoCAD SHX Text 60020
AutoCAD SHX Text 6.63
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UDICHDP 15, , , ,
AutoCAD SHX Text 60021
AutoCAD SHX Text 12.49
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EC01 H-.7, , , ,
AutoCAD SHX Text 60022
AutoCAD SHX Text 12.39
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EC01 H-.7, , , ,
AutoCAD SHX Text 60023
AutoCAD SHX Text 12.39
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EC01 H-.7, , , ,
AutoCAD SHX Text 60024
AutoCAD SHX Text 12.49
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EC01 H-.7, , , ,
AutoCAD SHX Text 60025
AutoCAD SHX Text 12.40
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MFND ABB BM 1076-74-1, , , ,
AutoCAD SHX Text 60026
AutoCAD SHX Text 8.94
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TOGS, , , ,
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AutoCAD SHX Text 8.62
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TOGS, , , ,
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AutoCAD SHX Text 6.45
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TOGS, , , ,
AutoCAD SHX Text 60030
AutoCAD SHX Text 7.02
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TOGS, , , ,
AutoCAD SHX Text 60031
AutoCAD SHX Text 6.00
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TOEW01, , , ,
AutoCAD SHX Text 60035
AutoCAD SHX Text 7.66
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TOGS, , , ,
AutoCAD SHX Text 60036
AutoCAD SHX Text 6.00
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TOEW01, , , ,
AutoCAD SHX Text 60037
AutoCAD SHX Text 12.30
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TOTB02, , , ,
AutoCAD SHX Text 60038
AutoCAD SHX Text 11.76
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TOTB03, , , ,
AutoCAD SHX Text 60039
AutoCAD SHX Text 7.88
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TOTS02, , , ,
AutoCAD SHX Text 60040
AutoCAD SHX Text 7.80
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TOGS, , , ,
AutoCAD SHX Text 60041
AutoCAD SHX Text 7.96
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TOTS02, , , ,
AutoCAD SHX Text 60042
AutoCAD SHX Text 7.73
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TOGS, , , ,
AutoCAD SHX Text 60043
AutoCAD SHX Text 11.94
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TOTB03, , , ,
AutoCAD SHX Text 60044
AutoCAD SHX Text 12.30
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TOTB02, , , ,
AutoCAD SHX Text 60045
AutoCAD SHX Text 6.01
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TOEW01, , , ,
AutoCAD SHX Text 60046
AutoCAD SHX Text 5.97
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TOEW01, , , ,
AutoCAD SHX Text 60047
AutoCAD SHX Text 12.40
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TOTB02, , , ,
AutoCAD SHX Text 60048
AutoCAD SHX Text 11.70
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TOTB03, , , ,
AutoCAD SHX Text 60049
AutoCAD SHX Text 8.29
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TOTS02, , , ,
AutoCAD SHX Text 60050
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TOGS, , , ,
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CCK 230, , , ,
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5.5' TALL
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TOP ELEV=12.44 NAVD
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INV 15" =6.63 NAVD
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3.5" DIA ORIFICE INV=8.03 NAVD
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DETAIL OF CS-3
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GFL IS THE WETLAND FLAG APPROXIMATE (TYPICAL)
AutoCAD SHX Text
FOUND NAIL & DISC SEASONAL HIGH WATER MARK EL.=9.29'(NAVD1988)
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
RAILROAD
TRACK
RAILROAD
TRACK
PROPERTY BOUNDARY
1057+00 1058+00 1059+00 1060+00 1061+00 1062+00 1063+00 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00
PROPERTY BOUNDARY
EX. 24" RCP
EX. 24" RCP
D -X
D -X
D -X
D -X
D -X
D -X
1045+00 1046+00 1047+00 1048+00 1049+00 1050+00 1051+00 1052+00 1053+00 1054+00 1055+00 1056+00 1057+00
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 2, 2025 8:21 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\03 1900620001W EM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
4 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 03 1900620001W EM02 40254
LAURIE A. SWANSON, P.E.EXISTING CONDITIONS MAP - CENTRAL
Feet 0 40 80
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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FENCE CORNER
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TOB
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TOS
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TOB
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TOB
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TOB
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TOB
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TOB
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SAND DEPOSIT ELEV.=21.1'
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SAND DEPOSIT ELEV.=18.3'
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TOB
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TOB
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TOS
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TOS
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RAILROAD TRACK
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RAILROAD TRACK
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PID 56070020022 56070020048 56070020064 PID 56070020080 56070020103 56070020129
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PID 00145681504 SEMINOLE GULF RAILROAD
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PID 00152600002 COLLIER COUNTY
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TRACT A PARCEL 10-23T OR 2539, PG 1736
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TOB
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TOS
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TOB
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TOB
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GRAVEL PATH
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GRAVEL PATH
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FENCE CORNER
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FENCE CORNER
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TOB
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TOB
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TOB
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TOS
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FOUND NAIL & DISC SEASONAL HIGH WATER MARK EL.=8.55'(NAVD1988)
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PID 00153200003 HOMETOWN LANDMARK, LLC
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PID 64040000608 BUSINESS LANE DEVELOPMENT INC
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PID 64040000048 NORTH COLLIER INDUSTRIAL CENTER
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PID 00152600002 COLLIER COUNTY
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TRACT B
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TRACT A PARCEL 10-13T OR 2539, PG 1736
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TRACT A PARCEL 10-23T OR 2539, PG 1736
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FOUND NAIL & DISC SEASONAL HIGH WATER MARK EL.=8.55'(NAVD1988)
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROPERTY BOUNDARY
F- X
F- X
F- X
F- X
F-X F-X F-X F-X F-X
1069+00 1070+00 1071+00 1072+00 1073+00 1074+00 1075+00 1076+00 1077+00 1078+00 1079+00 1080+00 1081+00
21.3'
PROPERTY BOUNDARY
EX. 48" RCP
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. 12" WATERMAIN
EX. 3" IRRIGATION SLEEVE EX. 6" IRRIGATION SLEEVE
EX. 8" FORCEMAIN
W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X
W -X
W -X
W -X
W -X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X D-X
D -X
D -X
D -X
D -X
D -X
D -X
D -X
D -X
D -X
D -X
D -X
D-X
D -X
D -X
D -X
D -X
D -X
EX. 48" RCP
EX. STR. #S-129 EX. 48" RCP EX. STR. #S-131
EX. STR. #S-132
EX. 48" RCP
EX. 48" RCP
EX. STR. #S-133 EX. 48" RCP
EX. 24" RCP
EX. STR. #CS-1
EX. STR. #S-134
EX. 48" RCP
EX. STR. #S-135
EX. 30" RCP
EX. 30" RCP
EX. STR. #S-136
EX. STR. #S-137
EX. 48" RCP
EX. STR. #S-126
EX. 24" RCP
EX. STR. #S-127
EX. 24" RCP
EX. STR. #S-128
EX. STR. #S-130
EX. STR. #S-138
87+58 88+00 89+00 90+00 91+00 92+00 93+00
1081+00 1082+00 1083+00 1084+00 1085+00 1086+00 1087+00 1087+95
EX. DRY
DETENTION
POND #2
EX. WET DETENTION POND #1
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 2, 2025 8:21 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\03 1900620001W EM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
5 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 03 1900620001W EM02 40254
LAURIE A. SWANSON, P.E.EXISTING CONDITIONS MAP - EAST
Feet 0 40 80
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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PID 00143120009 COLLIER COUNTY
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PID 00144640054 SOUSSI, MOHAMMED I
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PID 00145680259 FADEL ET AL, BASHIR
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PID 00153160004 N A REALTY TRUST INC
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30' ROAD ESMT PER DEED REF.
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30' ROAD ESMT OR 242 PG 251 PER DEED REF.
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PID 00146120006 COLLIER COUNTY
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PID 00146080007 COLLIER COUNTY
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TRACT B
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
70' D
RAIN
AGE
EASEM
EN
T (TRACT "B" IM
PERIAL
GO
LF ESTATES)
W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
D -X
D -X
EX. STR. #S-147
EX. STR. #S-146
EX. STR. #S-145
EX. 24" RCP
EX. 24" RCP
105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
EX. DRY DETENTION POND #2
100' D
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AGE
EASEM
EN
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PERIAL
GO
LF ESTATES)
30' RO
AD
EASEM
EN
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100' D
RAIN
AGE
EASEM
EN
T
(TRACT "B" IM
PERIAL
GO
LF ESTATES)
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. WATERMAIN
EX. FORCEMAIN
W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
D -X
D -X
D -X
D -X
EX. STR. #S-141
EX. STR. #S-140
EX. STR. #S-144
EX. STR. #S-143
EX. STR. #S-139
EX. STR. #S-142
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00
EX. DRY DETENTION POND #2
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 2, 2025 8:21 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\03 1900620001W EM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
6 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 03 1900620001W EM02 40254
LAURIE A. SWANSON, P.E.EXISTING CONDITIONS MAP - PHASE 1
Feet 0 40 80
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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EX. WATERMAIN
EX. FORCEMAIN
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TRACT B
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PID 51394880008 IMPERIAL GOLF ESTATES HOME OWNERS ASSOCIATION
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30' ROAD ESMT OR 240 PG 780 PER PLAT REF.
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TRACT B
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
11.89
EX. 24" RCP
80' DRAINAGE EASEMENT
IMPERIAL GOLF ESTATES
TRACT "B"
15'
DE
W-X W-X W-X W-X W-X W-X W-X W-X
W -X
W -X
W -X
W -X
W-X W-X
F-X F-X F-X F-X F-X F-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
F-X
F-X F-X F-X F-X F-X
F-X F-X F-X
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. FIRE HYDRANT
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
D -X
D -X
D -X
D -X
D-X D-X D-X D-X
D -X
D -X
D -X
D-XD-XD-XD-XD-XD-XD-XD-XD-X
D-X D-X D-X
D-X D-X
D -X
D -X
D -X
D -X
EX. STR. #S-162
EX. STR. #S-156
EX. STR. #S-165
EX. STR. #S-168
EX. STR. #S-161
EX. STR. #S-157
EX. STR. #S-159
EX. STR. #S-160
EX. STR. #S-154 EX. STR. #S-158
EX. STR. #S-163 EX. STR. #S-164
EX. 24" RCP
EX. 18" RCP
EX. 24" RCP
EX. 24" RCP
EX. 18" RCP
EX. 18" RCP
EX. 30" RCP
EX. 18" RCP
EX
. 2
4" R
CP
129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00
EX. DRY DETENTION POND #2
EX. DRY
DETENTION
POND #3
70' D
RAIN
AGE
EASEM
EN
T (TRACT "B" IM
PERIAL
GO
LF ESTATES)
70' D
RAIN
AGE
EASEM
EN
T (TRACT "B" IM
PERIAL
GO
LF ESTATES)
EX. WATERMAIN
EX. FORCEMAIN
W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X W-X
F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X F-X
D -X
D -X
D -X
D -X
D -X
EX. STR. #S-153
EX. STR. #S-152
EX. STR. #S-150
EX. STR. #S-149
EX. STR. #S-148
EX. STR. #S-151
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
EX. DRY DETENTION POND #2
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 2, 2025 8:21 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\03 1900620001W EM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
7 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 03 1900620001W EM02 40254
LAURIE A. SWANSON, P.E.EXISTING CONDITIONS MAP - PHASE 1 B
Feet 0 40 80
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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EX. STM INLET RIM ELEV =12.27' N INV = 9.74'
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EX INLET
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EX. INLET
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15" RCP
AutoCAD SHX Text
ROW ESMT OR 151 PG 643 PER PLAT REF
AutoCAD SHX Text
CUE
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
SECOYA RESERVE
E.O.R.: DAVIDSON
CONTROL ELEVATION: 10.78 FT NAVD
TRIANGLE PARCEL (11-02353-P)
APPLICATION NUMBER:
031219-10
E.O.R.:
A.B.B.
CONTROL ELEVATION:
8.28 FT NAVD
ALLOWABLE DISCHARGE:
1.73 CFS
MIN ROAD CROWN:
12.28 NAVD
MERCEDES OF NAPLES (11-03669-P)
APPLICATION NUMBER:
141112-2
E.O.R.:
Q GRADY MINOR
CONTROL ELEVATION:
8.5 NAVD
ALLOWABLE DISCHARGE:
1.02 CFS
MIN ROAD CROWN:
13.0 NAVD
OFFSITE FLOWS MEDITERRA (11-01761-P)
APPLICATION NUMBER:
990126-4
E.O.R.:
WILSON MILLER
CONTROL ELEVATION:
10.28 FT NAVD
ALLOWABLE DISCHARGE:
22.1 CFS
MIN ROAD CROWN:
12.88 NAVD
BASIN 2
SUBBASIN 4
BASIN 3
SUBBASIN 3B
BASIN 3
SUBBASIN 2B
BASIN 3
SUBBASIN 5
BASIN 3
SUBBASIN 5A
BASIN 2
SUBBASIN 1
BASIN 1
SUBBASIN 1-DE
BASIN 1
SUBBASIN 1-LE
BASIN 1
SUBBASIN 2
BASIN 1
SUBBASIN 3
PHASE 2
BASIN 3
PHASE 2
BASIN 2
PHASE 1
BASIN 1
AUBREY ROGERS HIGH SCHOOL
EXISTING OUTFALL STRUCTURE & PIPE TO
BE REMOVED AND PROPOSED CS-TP3
AND PROP 24" PIPE TO BE CONSTRUCTED
IN THE SAME LOCATION
PROPOSED CS-MB2 AND
PIPE TO BE CONSTRUCTED
EX. OUTFALL STRUCTURE CS-1 TO BE
REMOVED AND PROP. CS-1 TO BE
CONSTRUCTED IN THE SAME LOCATION
AND CONNECTED TO 24" PIPE TO REMAIN
PROPOSED WET
DETENTION POND #3
PROPOSED WET
DETENTION POND #2
EXISTING WET
DETENTION POND #1
EXISTING WET
POND
OFFSITE FLOWS
MEDITERRA (11-01761-P)
APPLICATION NUMBER: 990126-4
E.O.R.: WILSON MILLER
CONTROL ELEVATION: 9.78 FT NAVD
TOTAL AVAILABLE STORAGE: 78.04 AC-FT
ALLOWABLE DISCHARGE (EAST BASIN): 52.4 CFS
MIN ROAD CROWN: 12.88 NAVD
VETERANS MEMORIAL BOULEVARD PHASE 1 -
EAST (11-102981-P)
APPLICATION NUMBER: 210419-5949
E.O.R.: GRADY MINOR
CONTROL ELEVATION: 10.50 FT NAVD
TOTAL AVAILABLE STORAGE: 4.59 AC-FT
ALLOWABLE DISCHARGE: 3.65 CFS
MIN ROAD CROWN: 13.40 NAVD
C.
R.
(O
LD
U .S
. 4 1)
U.S. 41 TAM
IAM
I TRAIL N
O
RTH
PROPOSED WET
DETENTION POND #1
BASIN 1
SUBBASIN 4
BASIN 3
SUBBASIN 2A
BASIN 3
SUBBASIN 3A
REFER TO COLLIER COUNTY STORMWATER
MANAGEMENT FACILITIES EXHIBIT IN SURFACE
WATER MANAGEMENT REPORT FOR CONTINUATION
PHASE 2
BASIN 1
130' RAILROAD ROW
VETERANS MEMORIAL BLVD. - PHASE 2
WATER MANAGEMENT SUMMARY
ELEVATION (NAVD) BASIN 1 BASIN 2 BASIN 3
CONTROL ELEVATION 10.50 8.50 8.50
25 YEAR 3 DAY PEAK STAGE 13.27 11.51 11.63
MIN. PROP ROAD CROWN 13.40 11.70 11.70
MIN. PROP BERM 14.20 12.80 12.80
100 YEAR 3 DAY PEAK STAGE 14.18 12.66 12.67
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
May 15, 2025 9:32 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\08 1900620001W DM01.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
8 30190062.00.01
MAY, 2025
1" = 500'
1" = 1000'
11/12 48 25
LAS
ALO
N/A
N/A 08 1900620001W DM01 40254
LAURIE A. SWANSON, P.E.PROPOSED MASTER DRAINAGE PLAN
Feet 0 500 1000
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
DEMOLITION NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING STRUCTURES, BUILDINGS, PILES, AND OTHER FEATURES WITHIN THE LIMITS OF THE PROJECT BOUNDARY. THIS
SHALL INCLUDE CONCRETE PADS, FENCING UTILITY SERVICES, etc
2. ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. ALL ITEMS SHALL BE REMOVED TO A DEPTH OF 2' BELOW EXISTING GRADE, OR 2' BELOW THE INVERT OF ANY PROPOSED UTILITIES. EXISTING UTILITIES, SERVICING BUILDINGS TO BE REMOVED SHALL BE PLUGGED BELOW EXISTING GRADE AND
BROUGHT TO THE ATTENTION OF OWNER'S REPRESENTATIVE AND THE ENGINEER IMMEDIATELY.
3. EXISTING ASPHALT PAVEMENT TO BE REMOVED SHALL BE REMOVED TO A MINIMUM OF THE BOTTOM OF THE PROPOSED LIMEROCK IN PAVED AREAS AND TO 12" BELOW FINISHED GRADE IN UNPAVED AREAS. EXISTING LIMEROCK THAT HAS BEEN REMOVED MAY BE USED TO STABILIZED THE SUBGRADE OF THE PROPOSED PAVEMENT AREAS IF IT MEETS THE REQUIREMENTS AS NOTED IN THE ENGINEER'S TECHNICAL SPECIFICATIONS.
4. THIS PLAN IS NOT INTENDED TO BE ALL INCLUSIVE OF EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE SCOPE OF WORK IN REGARDS TO MODIFICATIONS OF THE SITE TO ACCOMMODATE PROPOSED IMPROVEMENTS. THIS PLAN DOES NOT ADDRESS EXISTING UNDERGROUND UTILITIES/FACILITIES WHICH MAY BE ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRACTOR SHALL PROTECT AND/OR REPLACE THOSE EXISTING UTILITIES REQUIRED TO ACCOMMODATE THIS PROJECT. OTHER UNDERGROUND UTILITIES TO BE REMOVED OR ABANDONED SHALL BE DISCARDED, DISENGAGED OR REMOVED IN A MANNER CONSISTENT WITH INDUSTRY SAFETY STANDARDS, AS REQUIRED BY
OWNER'S REPRESENTATIVE.
5. ALL ASPHALT PAVEMENT TO BE REMOVED SHALL BE MECHANICALLY SAW-CUT IN ORDER TO ENSURE CLEAN, STRAIGHT EDGES. CONTRACTOR SHALL
COORDINATE THE LIMITS OF THE ASPHALT REMOVAL WITH THIS DEMOLITION PLAN.
6. CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTING FACILITIES WITH THE OWNER'S REPRESENTATIVE WITH REGARDS TO WHEN THE
INDIVIDUAL ITEMS ARE TO BE REMOVED.
7. CONTRACTOR SHALL PROVIDE A SAFE, OPERABLE SITE FOR EMPLOYEES AND PUBLIC FOR THE CONSTRUCTION AND FUNCTIONS THAT WILL CONTINUE TO
OCCUR DURING THE CONSTRUCTION ACTIVITIES.
GENERAL NOTES:
1. ALL CONSTRUCTION SHOWN ON THESE DRAWINGS SHALL CONFORM TO THE COLLIER COUNTY STANDARDS AND SPECIFICATIONS AND THE CONTRACT
TECHNICAL SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION
SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
3. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR
SPECIFICATIONS.
4. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH
EASEMENTS OF RECORD.
5. TRASH COLLECTION WILL BE HANDLED VIA CURB SIDE PICK-UP.
6. ALL ELEVATIONS REFERENCED WITHIN THIS PLAN SET ARE NORTH AMERICAN VERTICAL DATUM (NAVD 88), UNLESS OTHERWISE STATED. CONVERSION TO
THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) IS +1.22.
7. REFER TO PLAT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD.
8. FOR ALL FDOT TYPE "C", "D" AND "E" INLETS, REFERENCE FDOT INDEX NO. 425-052.
9. ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. THE INFORMATION AND
DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD, AND BEST AVAILABLE RECORD DRAWING INFORMATION. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES BEFORE AND DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
16. CONTRACTOR SHALL REMOVE ALL MUCK AND OTHER UNSUITABLE MATERIAL FROM FILL AREAS PRIOR TO PLACEMENT OF FILL. ALL MUCK AND UNSUITABLE
MATERIAL SHALL BE STOCKPILED AS DETERMINED BY OWNER.
17. LAKE SLOPES SHALL BE SODDED TO THE CONTROL ELEVATION.
18.BACKSLOPES SHALL BE SEED AND MULCHED EXCEPT ON THE SLOPE ADJACENT TO THE MEDITERRA PRESERVE ON THE NORTH SIDE OF THE LAKE.
19. SLOPES ADJACENT TO PRESERVES SHALL BE STABILIZED AND PLANTED WITH 100% SOUTH FLORIDA NATIVE SPECIES CAPATIBLE WITH TEH HABITAT PRESENT
IN THE PRESERVE.
EXISTING CONDITIONS NOTES:
1. PRIOR TO COMMENCEMENT OF CONSTRUCTION, ALL EXISTING NATIVE VEGETATION NOT WITHIN THE LIMITS OF CONSTRUCTION SHALL BE FLAGGED TO BE
PRESERVED. THE CONTRACTOR SHALL INSTALL ENVIROFENCE (OR EQUAL) BEYOND THE DRIPLINES OF THE RETAINED VEGETATION AND ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED & MAINTAINED THROUGH THE DURATION OF THE CONSTRUCTION ACTIVITIES.
2. ALL EXOTIC VEGETATION AS DEFINED BY COUNTY SHALL BE REMOVED FROM THE SITE PRIOR TO PRELIMINARY ACCEPTANCE. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE SUBSEQUENT ANNUAL REMOVAL OF ALL EXOTIC VEGETATION, IN PERPETUITY.
3. EXISTING NATIVE VEGETATION LOCATED WITHIN THE DEVELOPABLE AREA AND NOT CLEARED AS PART OF THIS PERMIT SHALL BE PROTECTED WITH
BARRICADES. BARRICADES WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.
LEGEND
MAJOR BASIN BOUNDARY
VETERANS MEMORIAL BLVD. - PHASE 2 DRAINAGE BASIN LAND
USE SUMMARY
BASIN AREA (AC) BASIN 1 BASIN 2 BASIN 3 TOTAL
PAVEMENT/ IMPERVIOUS AREA 7.53 55% 9.54 56% 15.13 56% 32.20 63%
OPEN SPACE/ PERVIOUS AREA 6.17 45% 7.52 44% 5.63 44% 19.32 38%
TOTAL BASIN AREA 13.70 100% 17.06 100% 20.76 100% 51.52 100%
MINOR BASIN BOUNDARY
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
1022+00
1023+00
1024+00
1025+00
1026+00
1027+00
1028+00
1029+00 1030+00
1031+00 1032+00
1033+00 1034+00
1022+00
1023+00
1024+00
1025+00
1026+00
1027+00
1028+00
1029+00 1030+00
1031+00 1032+00
1033+00 1034+00
BASIN B3-203
AREA = 0.623 AC
BASIN B3-204
AREA = 0.427 AC
BASIN B3-205
AREA = 0.276 AC
BASIN B3-206
AREA = 0.208 AC
BASIN B3-207
AREA = 0.596 AC
BASIN B3-301
AREA = 1.75 AC
BASIN B3-304
AREA = 5.08 AC
BASIN B3-209
AREA = 0.901 AC
BASIN B3-208
AREA = 0.641 AC
US 41 TAM
IAM
I TRAIL N
DRY DETENTION AREA
VETERANS MEMORIAL BLVD.
VETERANS MEMORIAL BLVD.
STR. #B3-203
STR. #B3-204
STR. #B3-209
STR. #B3-208
36" RCP
STR. #B3-OF2
30" RCP
42" RCP
18" RCP
STR. #B3-201
STR. #CS-MB2
STR. #B3-304
STR. #B3-303
STR. #B3-202
STR. #B3-OF1
STR. #B3-302
STR. #B3-301
STR. #B3-205
STR. #B3-206
STR. #B3-207
30" RCP
30" RCP 30" RCP
30" RCP
15" RCP
15" RCP
18" RCP
18" RCP
STR. #CS-TP3
STR. #B3-OF3
42" RCP
36" RCP
PROPOSED WET
DETENTION POND #3
C.E. = 8.5'
11.00 10.00
9.50
10.50
1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+00 1045+00 1046+001034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+00 1045+00 1046+00
BASIN B3-210
AREA = 0.643 AC
BASIN B3-211
AREA = 0.662 AC
BASIN B2-104
AREA = 0.752 AC
BASIN B2-105
AREA = 0.504 AC
BASIN B2-103
AREA = 0.140 AC BASIN B2-106
AREA = 0.326 AC
BASIN B2-107
AREA = 0.977 AC
BASIN B2-108
AREA = 0.589 AC
BASIN B2-109
AREA = 0.531 AC
VETERANS MEMORIAL BLVD.
OL
D
US
DRY DETENTION AREA
VETERANS MEMORIAL BLVD.
STR. #B2-104
STR. #B3-210
STR. #B2-105
18" RCP
STR. #B2-103
42" RCP
15" RCP
24" RCP
STR. #B2-106
42" RCP
STR. #B2-101
24" RCP
STR. #B2-102
42" RCP
42" RCP
24" RCP
18" RCP
STR. #B2-107
STR. #B2-109
STR. #B2-108STR. #B3-211
30" RCP
30" RCP
30" RCP
STR. #B3-ROW4
STR. #B3-ROW1
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 8:14 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\09 1900620001W DM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
9 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 09 1900620001W DM02 40254
LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - WEST
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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AutoCAD SHX Text
0.29 ACRES
AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
1046+00 1047+00 1048+00 1049+00 1050+00 1051+00 1052+00 1053+00 1054+00 1055+00 1056+00 1057+00 1058+00
1046+00 1047+00 1048+00 1049+00 1050+00 1051+00 1052+00 1053+00 1054+00 1055+00 1056+00 1057+00 1058+00
BASIN B2-110
AREA = 1.09 AC
BASIN B2-111
AREA = 0.785 AC
BASIN B2-112
AREA = 0.330 AC
BASIN B2-113
AREA = 0.185 AC
BASIN B2-115
AREA = 0.812 AC
BASIN B2-116
AREA = 0.602 AC
BASIN B2-114
AREA = 0.134 AC
BASIN B2-117
AREA = 0.132 AC BASIN B2-120
AREA = 0.169 AC
BASIN B2-107
AREA = 0.977 AC
BASIN B2-108
AREA = 0.589 AC
BASIN B2-109
AREA = 0.531 AC
VETERANS MEMORIAL BLVD.
DRY DETENTION AREA
DRY DETENTION AREA
18" RCP
STR. #B2-110
STR. #B2-111
STR. #B2-115
STR. #B2-116
STR. #B2-117
18" RCP
18" RCP
24" RCP STR. #B2-113
42" RCP
42" RCP
42" RCP
STR. #B2-112
PROPOSED WET
DETENTION POND #2
C.E. = 8.5'
STR. #B2-OF1
100' FPL EASEMENT
1058+00 1059+00 1060+00 1061+00 1062+00 1063+00 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+001058+00 1059+00 1060+00 1061+00 1062+00 1063+00 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+00
BASIN B2-120
AREA = 0.169 AC
BASIN B2-119
AREA = 0.276 AC
BASIN B2-118
AREA = 0.452 AC
BASIN B2-121
AREA = 0.318 AC
BASIN B2-122
AREA = 0.250 AC
BASIN B2-123
AREA = 0.117 AC
BASIN B1-103
AREA = 0.117 AC
BASIN B1-104
AREA = 0.078 AC
BASIN B1-105
AREA = 0.029 AC
BASIN B1-108
AREA = 0.076 AC
BASIN B1-109
AREA = 0.084 AC
BASIN B1-110
AREA = 0.032 AC
BASIN B1-113
AREA = 0.223 AC
BASIN B1-102
AREA = 0.243 AC
BASIN B1-101
AREA = 0.392 AC
BASIN B1-106
AREA = 0.389 AC
BASIN B1-107
AREA = 0.247 AC
BASIN B1-111
AREA = 0.381 AC
BASIN B1-112
AREA = 0.250 AC
BASIN B1-140
AREA = 0.367 AC
BASIN B1-115
AREA = 0.249 AC
BASIN B1-140
AREA = 0.367 AC
BASIN B1-115
AREA = 0.249 AC
BASIN B1-116
AREA = 0.352 AC
VETERANS MEMORIAL BLVD.
DRY DETENTION AREA DRY DETENTION AREA
DRY DETENTION AREA DRY DETENTION AREA
EXISTING RAILROAD TRACK
15" RCP
STR. #B1-101
STR. #B1-102
STR. #B1-103
15" RCP
15" RCP
15" RCP
STR. #B2-120
STR. #B2-119
STR. #B2-118
15" RCP
15" RCP
STR. #B2-122
STR. #B2-123
STR. #B2-121
15" RCP
STR. #B1-105
STR. #B1-104
15" RCP
15" RCP
STR. #B1-108
STR. #B1-107
STR. #B1-106
15" RCP
15" RCP
STR. #B1-111
STR. #B1-112
STR. #B1-113
130' RAILROAD ROW
48 x 36 inch Concrete Box Culvert
STR. #B1-C1
STR. #B1-C2
PROPOSED GOPHER TORTOISE CROSSING
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 8:14 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\09 1900620001W DM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
10 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 09 1900620001W DM02 40254
LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - CENTRAL
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
1070+00 1071+00 1072+00 1073+00 1074+00 1075+00 1076+00 1077+00 1078+00 1079+00 1080+00 1081+00 1082+00
1070+00 1071+00 1072+00 1073+00 1074+00 1075+00 1076+00 1077+00 1078+00 1079+00 1080+00 1081+00 1082+00
BASIN B1-116
AREA = 0.352 AC
BASIN B1-118
AREA = 0.487 AC
BASIN B1-117
AREA = 0.640 AC
BASIN B1-119
AREA = 0.399 AC
BASIN B1-121
AREA = 0.249 AC
BASIN B1-120
AREA = 0.347 AC
BASIN B1-122
AREA = 0.446 AC
BASIN B1-123
AREA = 0.224 AC
BASIN B1-124
AREA = 0.652 AC
BASIN B1-125
AREA = 0.770 AC
BASIN B1-140
AREA = 0.367 AC
BASIN B1-115
AREA = 0.249 AC
VETERANS MEMORIAL BLVD.
WET DETENTION POND #1
C.E. = 10.5'
DRY DETENTION AREA
STR. #B1-125
STR. #B1-117
STR. #B1-124
STR. #B1-118
STR. #B1-123
STR. #B1-119
STR. #B1-OF1
15" RCP
18" RCP
36" RCP
42" RCP
42" RCP
15" RCP
15" RCP
STR. #B1-116
STR. #B1-115
STR. #B1-114
15" RCP
15" RCP
STR. #B1-120
STR. #B1-121
STR. #B1-122
1082+00 1083+00 1084+00 1085+00 1086+00 1087+00 1087+95
1082+00 1083+00 1084+00 1085+00 1086+00 1087+00 1087+95
BASIN B1-127
AREA = 0.726 AC
BASIN B1-126
AREA = 0.946 AC
WET DETENTION POND #1
C.E. = 10.5'
VETERANS MEMORIAL BLVD.
24" RCP
18" RCP
STR. #B1-OF2
STR. #B1-126
STR. #B1-127
EX. 8" FORCEMAIN
EX. 12" WATERMAIN
EX. DRY DETENTION POND #2
13.2213.43
13.41 13.87
13.96
9.96
9.74
13.87
13.87
13.43
13.96
13.96
13.73
14.01
13.98
13.44
14.39 13.85
14.74
13.85
14.11
14.2114.24
12.86
13.41
12.87
13.44
14.20
13.66
14.48
14.20
13.8813.97
14.29
13.89
13.89
13.45
13.95
13.95
13.72
14.32
13.97
13.45
14.36 13.76
14.74
13.84
14.11
14.24
13.40
12.87
13.87
13.4
.2
6.5
14.20
14.20
14.13
14.26
14.2
.2
14.20
13.94
13.50
13.81
14.81
13.81
13.27
13.72 13.86
13.4
10.5
6.5
0.5
-9.5
-9.5
0.5
6.5
14.60
14.32
13.78 14.16
14.22 14.38
10.5
6.5
0.5
-9.5
-9.5
0.5
6.5
13.40
12.86
13.30 13.45
13.48
11.50
EX. 8" FORCEMAIN
EX. STR. #S-133
EX. STR. #S-137
EX. STR. #S-127
EX. STR. #CS-1
EX. STR. #S-141
EX. STR. #S-140
EX. STR. #S-128
EX. STR. #S-134
EX. STR. #S-129
EX. STR. #S-136
EX. STR. #S-139
EX. STR. #S-130
EX. STR. #S-131 EX. STR. #S-132
EX. STR. #S-135
EX. STR. #S-126
EX. STR. #S-138
EX. 48" RCP EX. 48" RCP EX. 48" RCP EX. 48" RCP EX. 48" RCP
EX. 48" RCP
EX. 48" RCP
EX. 30" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 48" RCP
13.31
13.40
11.5
14.2
11.5
.4
.5
6.
0.
EX. WET DETENTION POND #1
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 8:14 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\09 1900620001W DM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
11 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 09 1900620001W DM02 40254
LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - EAST
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROPOSED DRY DETENTION AREA
EX. 3" IRRIGATION SLEEVE EX. 6" IRRIGATION SLEEVE
EX. 3" IRRIGATION SLEEVE EX. 6" IRRIGATION SLEEVE
EX. WATERMAIN
EX. FORCEMAIN
12.86
13.41
12.87
13.90
14.19
12.87
14.22
14.18
13.45
11.50
11.5
14.2
13.4
14.80
14.70
14.27
14.85
11.5
11.5
14.2
14.80
14.27
14.71
14.80
13.40
11.8
13.40
12.86
13.30
13.45 11.5
14.2
11.5
12.86
13.31
13.40 14.20
EX. DRY DETENTION POND #2
STR. #S-143A
EX. STR. #S-144
EX. STR. #S-143
EX. STR. #S-142
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
13.31
13.40
11.5
14.2
PROPOSED DRY DETENTION AREA
EX. WATERMAIN
EX. FORCEMAIN13.40
11.8
13.40
12.86
13.30
13.45
11.5
11.5
14.2
12.86
13.30 13.39
14.20
14.98
14.98
14.2
11.5
11.5
14.85
14.70
14.27
14.81
13.4
14.80
14.27
14.70
14.79
EX. DRY DETENTION POND #2
STR. #S-146A
EX. STR. #S-147
EX. STR. #S-146
EX. STR. #S-145
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
14.98
13.4
14.80
14.27
14.70
14.85
14.27
14.71
14.80
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 8:14 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\09 1900620001W DM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
12 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 09 1900620001W DM02 40254
LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - PHASE 1
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
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AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROPOSED DRY DETENTION AREA
EX. 3" IRRIGATION SLEEVE EX. 6" IRRIGATION SLEEVE
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. WATERMAIN
EX. FORCEMAIN
11.8
13.40
13.30 13.39
14.20
13.40
12.86
13.30
13.45
11.5
11.5
14.2
12.86
13.3
14.81
14.27
14.70
14.86
11.5
11.5
14.2
14.81
14.27
14.70 14.80
14.05
14.12 14.22
14.22
12.6
14.22
13.68
14.12
14.26
14.5
15.76
15.27
15.72
15.79
15.75
15.22
15.61
15.66
11.5
11.5
14.2
EX. DRY DETENTION POND #2
STR. #S-152A
STR. #S-149A
EX. STR. #S-153
EX. STR. #S-152
EX. STR. #S-150
EX. STR. #S-149
EX. STR. #S-148
EX. STR. #S-151
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
PROPOSED DRY DETENTION AREA
EX. 3" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
EX. 3" IRRIGATION SLEEVE EX. 6" IRRIGATION SLEEVE
EX. 6" IRRIGATION SLEEVE
14.2
11.5
11.5
13.82
13.96
13.66
14.19
14.16
14.19
14.31
14.59
14.87
14.13
13.93
13.39
13.70
13.55
14.00
13.96
13.39
13.99
14.08
16.48
15.87
15.33
15.64 15.49
11.5
11.5
14.2
16.09
15.11
15.55 15.64
EX. DRY DETENTION POND #2
STR. #S-154A
EX. STR. #S-170
EX. STR. #S-162
EX. STR. #S-156
EX. STR. #S-165
EX. STR. #S-169
EX. STR. #S-168
EX. STR. #S-167
EX. STR. #S-161
EX. STR. #S-157
EX. STR. #S-159
EX. STR. #S-160
EX. STR. #S-154 EX. STR. #S-158
EX. STR. #S-163
EX. STR. #S-164
EX. STR. #S-166
EX. 24" RCP
EX. 18" RCP
EX. 24" RCP
EX. 24" RCP
EX. 18" RCP
EX. 18" RCP
EX. 30" RCP EX. 18" RCP
EX. 18" RCP
EX. 18" RCP
EX. 24" RCP
EX. 24" RCP
EX. 24" RCP
13.8
15.31
14.55
15.31
14.77
15.08
14.93
14.5
EX. DRY DETENTION
POND #3
11.5
.513.4
14.2
15.75
14.87 14.82
15.78
15.12 15.03
15.35
14.26 14.47
15.61
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 8:14 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\current Plans\sheet Files\09 1900620001W DM02.dwg
VETERANS MEMORIAL BLVD PHASE 2
ROADWAY IMPROVEMENTS
COLLIER COUNTY BOARD OF COMMISSIONERS
13 30190062.00.01
MAY, 2025
1" = 40'
1" = 80'
11/12 48 25
LAS
ALO
N/A
N/A 09 1900620001W DM02 40254
LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - PHASE 1 B
6610 Willow Park Drive, Suite 200 Naples, Florida 34109
(239) 597-0575 FAX: (239) 597-0578
www.consult-rwa.com
Florida Certificates of Authorization
EB 7663 LB6952
M A
TC
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S E
E S
H E
E T
M A
TC
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Feet 0 40 80
M A
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AutoCAD SHX Text 7/30/2024
This item has been digitally signed and sealed by Laurie A. Swanson, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
R1 R1
R2 R2
WET DETENTION
POND #2
WET DETENTION
POND #3
WET DETENTION POND #1
C.
R.
(O
LD
U .S
. 4 1)
0'
P
UB
LI
C
RI
GH
T
OF
W
AY
TURTLE CREEK BLVD
(PRIVATE)
COLLIER CENTER WAY
(PRIVATE)
U.S. 41 TAM
IAM
I TRAIL N
O
RTH
(APPAREN
T)
200' PUBLIC RIGH
T O
F W
AY
1020+00
1025+00 1030+00 1035+00 1040+00 1045+00 1050+00 1055+00 1060+00 1065+00 1070+00 1075+00 1080+00 1085+00 1087+95
21' MEDIAN
PGL
29'
6'
SIDEWALK
4% 2%
LC
5'
BIKE LANE
2%2%
10'
SIDEWALK
4' LANDSCAPE
STRIP
2%
5'
BIKE LANE 11' TRAVEL LANE
2%2%
11' TRAVEL LANE
29'
11' TRAVEL LANE11' TRAVEL LANE
ROW
5'
12" ° FORCE
MAIN
12" ° WATER
MAIN
ROW
180'
RIGHT-OF-WAY
ROW
PGL
12'13'
2'2'2'2'
TYPICAL ROADWAY SECTION R2-R2
ROADWAY
STORM DRAIN
TYPICAL ROADWAY SECTION R1-R1
24.5' MEDIAN
PGL
4%
29'
6'
SIDEWALK
4% 2%
LC
2' 5'
BIKE LANE
2%2%
5'
BIKE LANE 11' TRAVEL LANE
2%2%
11' TRAVEL LANE
29'
11' TRAVEL LANE11' TRAVEL LANE
ROW
2'
ROW
VARIES (±140'-190')
RIGHT-OF-WAY
ROW
PGL
25'
2'2'2'2'
(59'-63') DRY
DETENTION
AREA
3:1 TO EXISTING
GRADE
3:1 TO EXISTING
GRADE 3:1 MAX TO
EXISTING GRADE
N.T.S.
N.T.S.
3:1 EXISITNG GRADE
2'
4' LANDSCAPE STRIP
3' 11'
(23'-56' ) DRY
DETENTION
AREA
4' 10' SIDEWALK
4' LANDSCAPE STRIP
2%
3'
12" ° WATER
MAIN 12" ° FORCE
MAIN
11' 3'
4' LANDSCAPE STRIP
4%
3:1 MAX
TYPE 'F' CURB & GUTTER TYPE 'F' CURB & GUTTER
TYPE 'F' CURB & GUTTER
TYPE 'F' CURB & GUTTER TYPE 'F' CURB & GUTTER
TYPE 'F' CURB & GUTTER
HORIZ. SCALE (FULL):
DATECHECKEDDRAWN
RGE:TWP:SEC:
DATE:
TITLE:
CLIENT: PROJECT:
OF
PROJECT NO.: SHEET NUMBER:
REVISIONREV #
HORIZ. SCALE (HALF):
DESIGNED:
DRAWN:
VERT. SCALE (FULL):
VERT. SCALE (HALF):
FILE NAME:
FLORIDA LICENSE NO.
June 4, 2025 1:40 PM…
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