Exhibit_F3_-_S2_-_260529-64674_05_ERP_Plans_-_DSS.pdf
PDF 22 MB Posted
- Solicitation number
- 26-8668
- Issued by
- Collier County, Florida
About this file
This document is the Environmental Resource Permit (ERP) Plans for Veterans Memorial Boulevard Phase 2 Roadway Improvements, prepared by engineering consultants for the Collier County Board of Commissioners in Naples, Florida. The project encompasses a 1.23-mile roadway extension connecting Livingston Road to U.S. 41, including approximately 6,500 linear feet of four-lane urban divided arterial roadway with associated infrastructure across 58.07 acres. The scope includes construction of three wet detention ponds and multiple dry detention areas, drainage systems with various pipe sizes (15" to 48" RCP), 48x36-inch concrete box culverts, roadway sections with bike lanes and sidewalks, and utility coordination including water mains and forcemains. The plans are organized across 30 sheets covering existing and proposed master drainage maps, typical roadway sections, detailed plan and profile sheets, lake and swale sections, drainage details, control structure details, and erosion control measures. Design revisions were made in response to South Florida Water Management District (SFWMD) comments dated September 12, 2025, and December 20, 2025, with final sealing by professional engineers on January 13, 2026.
The project's water management strategy addresses three primary drainage basins with specific control elevations: Basin 1 at 10.50 feet NAVD with 4.59 acre-feet total available storage, Basin 2 at 8.50 feet NAVD, and Basin 3 at 8.50 feet NAVD. Stormwater management performance is designed for 25-year and 100-year storm events, with the 25-year 3-day rainfall event at 11.50 inches and 100-year event at 15.00 inches. The project includes removal of existing drainage structures and pipes, replacement with new control structures and conveyance systems, and construction of proposed detention ponds with specified minimum road crown and perimeter berm elevations. All elevations are referenced to North American Vertical Datum (NAVD 88), with conversion to NGVD 29 at +1.22 feet. The plans conform to Collier County Standards and Specifications, include provisions for native vegetation preservation and exotic species removal, and address environmental compliance including gopher tortoise crossing accommodations. Demolition notes specify contractor responsibility for removal of existing structures, utilities, asphalt pavement, and unsuitable materials to depths of 2 feet below grade or below utility inverts.
View the file
Other files
Show all 40
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
OL
D
N
VALLE
CAS LN
TAM
IAM
I TRL N
CA
BR
EO
D
R
ENCORE WAY
LEARNING LN
RA
VE
N W
AY
RE
GA
L W
AY
AREZZO WAY
IMPERIAL CIR
LI
VI
N
GS
TO
N
R D
N
SAVONA WAY
CO
RT
IL
E
DRVE
RO
NA
LN
BR
OLIO
W
AY
DELASOL LN
ROYAL COVE DR
MEDITERRA BLVD
TREBBIO WAY
PARK AVE
CELLE WAY
EMPRESS CT
POMPANO DR
GO
LF
VI
EW
D R
HARDESTY RD
MILAN LN
E IMPERIAL DR
FRESCO
TT W
AY
M
EDICI W
AY
LE
IS
UR
E
LN
RA
IL
H
EA
D B
LV
D
AUDUBON BLVD
VILLAGE LN
BRENTWOOD PT
TR
EV
IS
O
W
AY
W
ES
T
LN
PO
RT
P L
TAM
IAM
I TRL N
MAINSAIL PL
CE
N
TE
R
LN
SAINT GEORGES CT
SUPREME CT
IB
IS
W
AY
CO
RS
IN
I L
N
YU
CC
A
CT
W
ED
GE
FI
EL
D
DR
CALDERA LN
W
IG
GI
N
S
BA
Y D
R
D
EL
AP
LA
TA
L
N
BELLEZZA LN
TEAGARDEN LN
DUKE DR
TURN
ER PL
BULL RUN
DR
RAVIN
A W
AY
GOLFSIDE DR
LU
CA
RN
O
W
AY
PRINCE DR
TUSCANY RESERVE DR
PRINCESS CT
IMPERIAL DR
COUNTESS CT
PAN AM AVE
TA
M
IA
M I T
RL
N
LIVIN
GSTO
N
RD
N
LI
VI
N
GS
TO
N
R D
N
LI
VI
N
GS
TO
N
R D
N
OL
D
N
OL
D
N
OL
D
N
TAM
IAM
I TRL N
OL
D
N
OL
D
N
EMPRESS CT
IMPERIAL CIR
VERONA LN
48 25
48 25
48 25
48 25
48 25
48 25
48 25
48 25
48 25
ENGINEER'S SEAL:
January 13, 2026 9:06 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
12800 University Drive Suite 175
Fort Myers, FL 33907
19750 Wellen Park Blvd Unit 2B
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.
REVISIONS
No.: DATE: APPROVED:DESCRIPTION:
REVISED PER SFWMD COMMENTS DATED 09/12/251 LAS10/27/25
REVISED PER SFWMD COMMENTS DATED 12/20/252 LAS01/13/26
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite 301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
2A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
WWW.KIMLEY-HORN.COM
REGISTRY NO. 35106
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
C.
R.
(O
LD
U .S
. 4 1)
0'
P
UB
LIC
R
IG
HT
O F W
AY
U.S. 41 TAM
IAM
I TRAIL N
O
RTH
(APPAREN
T)
200' PUBLIC RIGH
T O
F W
AY
TURTLE CREEK BLVD
(PRIVATE)
COLLIER CENTER WAY
(PRIVATE)
GULF COAST DRIVE
(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.
October 20, 2025 11:12 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
The hatched area is not included in the application.
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
NAVD 9.38 NAVD
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
M A
TC
H
LI
N
E S
E E
B O
TT
O
M
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
A B
O V
E
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
S H
E E
T
M A
TC
H
LI
N
E S
E E
S H
E E
T
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
M A
TC
H
LI
N
E S
E E
B O
TT
O
M
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
A B
O V
E
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
S H
E E
T
M A
TC
H
LI
N
E S
E E
S H
E E
T
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
RAIN
AGE
EASEM
EN
T (TRACT "B" IM
PERIAL
GO
LF ESTATES)
30' RO
AD
EASEM
EN
T
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
M A
TC
H
LI
N
E S
E E
B O
TT
O
M
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
A B
O V
E
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
S H
E E
T
M A
TC
H
LI
N
E S
E E
S H
E E
T
EX. FIRE HYDRANT
EX. WATERMAIN
EX. FORCEMAIN
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
M A
TC
H
LI
N
E S
E E
B O
TT
O
M
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
A B
O V
E
T H
IS
S
H E
E T
M A
TC
H
LI
N
E S
E E
S H
E E
T
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
SHEET NUMBER:
A
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
PROPOSED CS-CC4 AND
PIPE TO BE CONSTRUCTED
EX. CS-TP2 INLET
(TO REMAIN)
EX. CS-TP1 INLET
(TO REMAIN)
OLD 41 STORMWATER
IMPROVEMENTS (11-01984-P)
APPLICATION NUMBER:
090320-7
E.O.R.:
Q GRADY MINOR
EX. TWIN 4'x10' CULVERT
175 CFS CAPACITY PER
ERP PERMIT NO. 11-01984-P
VETERANS MEMORIAL BLVD. - PHASE 2
WATER MANAGEMENT SUMMARY
ELEVATION (NAVD) BASIN 1 BASIN 2 BASIN 3
CONTROL ELEVATION / SHWT 10.50 8.50 8.50
25 YEAR 3 DAY RAINFALL (IN.) 11.50
25 YEAR 3 DAY PEAK STAGE 13.20 11.51 11.68
MIN. PROP ROAD CROWN 13.40 11.70 11.70
MIN. PROP BERM 14.20 12.80 12.80
100 YEAR 3 DAY RAINFALL (IN.) 15.00
100 YEAR 3 DAY PEAK STAGE 13.74 12.66 12.67
FEMA BFE (FT. NAVD) 11.00 10.50 10.50
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.
January 15, 2026 2:22 PM 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) PHASE 1 -
BASIN 1
PHASE 2 -
BASIN 1
PHASE 2 -
BASIN 2
PHASE 2 -
BASIN 3
PHASE 2
TOTAL
PAVEMENT/ IMPERVIOUS AREA 16.06 45% 7.53 54% 9.54 56% 20.55 56% 37.62 64%
OPEN SPACE/ PERVIOUS AREA 19.45 55% 6.45 46% 7.52 44% 6.75 44% 20.72 36%
TOTAL BASIN AREA 35.51 100% 13.98 100% 17.06 100% 27.30 100% 58.34 100%
MINOR BASIN BOUNDARY
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS
The hatched area is not included in the application.
The hatched area is not included in the application.
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
Veterans Memorial Blvd Improvements Phase 2A - East of Railroad
DRAINAGE BASIN LAND USE
SHEET NUMBER:
A
A A
A
PHASE 2A
BASIN 1
PHASE 2A
BASIN 1
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
PROPOSED CS-CC4 AND
PIPE TO BE CONSTRUCTED
EX. CS-TP2 INLET
(TO REMAIN)
EX. CS-TP1 INLET
(TO REMAIN)
OLD 41 STORMWATER
IMPROVEMENTS (11-01984-P)
APPLICATION NUMBER:
090320-7
E.O.R.:
Q GRADY MINOR
EX. TWIN 4'x10' CULVERT
175 CFS CAPACITY PER
ERP PERMIT NO. 11-01984-P
VETERANS MEMORIAL BLVD. - PHASE 2
WATER MANAGEMENT SUMMARY
ELEVATION (NAVD) BASIN 1 BASIN 2 BASIN 3
CONTROL ELEVATION / SHWT 10.50 8.50 8.50
25 YEAR 3 DAY RAINFALL (IN.) 11.50
25 YEAR 3 DAY PEAK STAGE 13.20 11.51 11.68
MIN. PROP ROAD CROWN 13.40 11.70 11.70
MIN. PROP BERM 14.20 12.80 12.80
100 YEAR 3 DAY RAINFALL (IN.) 15.00
100 YEAR 3 DAY PEAK STAGE 13.74 12.66 12.67
FEMA BFE (FT. NAVD) 11.00 10.50 10.50
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.
January 15, 2026 2:22 PM 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) PHASE 1 -
BASIN 1
PHASE 2 -
BASIN 1
PHASE 2 -
BASIN 2
PHASE 2 -
BASIN 3
PHASE 2
TOTAL
PAVEMENT/ IMPERVIOUS AREA 16.06 45% 7.53 54% 9.54 56% 20.55 56% 37.62 64%
OPEN SPACE/ PERVIOUS AREA 19.45 55% 6.45 46% 7.52 44% 6.75 44% 20.72 36%
TOTAL BASIN AREA 35.51 100% 13.98 100% 17.06 100% 27.30 100% 58.34 100%
MINOR BASIN BOUNDARY
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS
The hatched area is not included in the application.
The hatched area is not included in the application.
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
VETERANS MEMORIAL BLVD.-PHASE 2A
WATER MANAGEMENT SUMMARY
SHEET NUMBER:
A
WATER MANAGEMENT SUMMARY
This item has been digitally signed and sealed by Christopher O. Wright, 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.
11.50
15.00
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
EX. 24" RCP
(TO BE REMOVED)
EX. 24" RCP
(TO REMAIN)
STR. #B2-CR4
EXTEND EX. 24" RCP
89 LF INCLD. ME
STR. #B2-CR3
EXTEND EX. 24" RCP
22 LF INCLD. ME
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
STR. #B2-CR5
24" RCP
STR. #B2-CR6
STR. #B2-CR7
STR. #B2-CR8
24" RCP
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.
January 15, 2026 12:51 PM 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
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
M A
TC
H
LI
N
E
S E
E S
H E
E T
M
A
TC
H
LI
N E
S
E E
A B
O V
E T
H
IS
S H
E E
T
M A
TC
H
LI
N
E
S E
E S
H E
E T
Feet 0 40 80
M A
TC
H
LI
N
E
S E
E B
E
LO
W T
H
IS
S H
E E
T
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS
1 1
The hatched area is not included in the application.
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
BASIN 1
SUBBASIN 1-DE
LEGEND
BASIN BOUNDARY
SUBBASIN BOUNDARY
SHEET NUMBER:
A
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 NDG LAS 10/27/25 PROPOSED DRAINAGE PLAN - CENTRAL
09 1900620001W DM02
This item has been digitally signed and sealed by Christopher O. Wright, 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.
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
Kimley-Horn and Associates, Inc.
1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com
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
© 2026 KIMLEY-HORN AND ASSOCIATES, INC.
2640 GOLDEN GATE PARKWAY, SUITE 201
NAPLES, FLORIDA 34105
(239) 999-3187 FAX: (941) 379-4352
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
FMFM
II
WWWWWWWWWWWWWWWW
W W
FM FM FM FM FM FM FM FM
FM
I
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. #B1-115
STR. #B1-114
15" RCP
15" RCP
STR. #B1-120
STR. #B1-121
STR. #B1-122
STR. #B1-CR1
STR. #B1-CR2
24" RCP
STR. #B1-12818" RCP
STR. #B1-116
STR. #B1-129
18" RCPBASIN 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
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
WWWWWWW
FM FM FM FM FM FM
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
BASIN B1-127
AREA = 0.726 AC
BASIN B1-126
AREA = 0.946 AC
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 28, 2026 4:41 PM K:\FTM_RWA\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 47059
CHRISTOPHER O. WRIGHT, 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
M A
TC
H
LI
N
E
S E
E S
H E
E T
M A
TC
H
LI
N
E
S E
E B
E
LO
W T
H
IS
S H
E E
T
M A
TC
H
LI
N
E
S E
E A
B O
V E
T H
IS
S
H E
E T
Feet 0 40 80
M A
TC
H
LI
N
E
S E
E S
H E
E T
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS
BASIN 1
SUBBASIN 1-LE
LEGEND
BASIN BOUNDARY
SUBBASIN BOUNDARY
BASIN 1
SUBBASIN 1-DE
BASIN 1
SUBBASIN 1-LE
BASIN 1
SUBBASIN 2
BASIN 1
SUBBASIN 3
SHEET NUMBER:
A
1 REVISED PER SFWMD COMMENTS DATED 09/12/25 NDG LAS 10/27/25 PROPOSED DRAINAGE PLAN - EAST
This item has been digitally signed and sealed by Christopher O. Wright, P.E.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .