Exhibit_F8_-_S5_-_250814-56017_-_05_ERP_Plans_-_DSS.pdf

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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(APPAREN

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200' PUBLIC RIGH

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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:

B

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

© 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

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EX. 18" RCP

EX. 24" RCP

D- X

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US 41 TAM

IAM

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PROPERTY BOUNDARY

EX. MERCEDES BENZ CONTROL STRUCTURE #CS-1

EX. 18" RCP

D-X

EX. 15" HDPE

EX. TRIANGLE PARCEL CONTROL STRCUTURE #3

D-X

EX. STR. #12

EX. STR. #26

EX. STR. #27

1021+00

1022+00

1023+00

1024+00

1025+00

1026+00

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1029+00 1030+00

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1033+00

HORIZ. SCALE (FULL):

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PROJECT NO.: SHEET NUMBER:

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HORIZ. SCALE (HALF):

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

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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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Kimley-Horn and Associates, Inc.

1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com

B

SHEET NUMBER:

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

FM

I

I W

WWW

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

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HORIZ. SCALE (HALF):

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

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FILE NAME:

FLORIDA LICENSE NO.

May 20, 2026 8:38 AM K:\FTM_RWA\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 47059

CHRISTOPHER O. WRIGHT, 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

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SHEET NUMBER:

A

EXISTING CONDITIONS MAP - CENTRAL

09 1900620001W DM02

SHEET NUMBER:

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

© 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.

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(O

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U.S. 41 TAM

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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

B

SHEET NUMBER:

VETERANS MEMORIAL BLVD.-PHASE 2B

WATER MANAGEMENT SUMMARY

Veterans Memorial Blvd Improvements Phase 2B - West of Railroad

DRAINAGE BASIN LAND USE

B

B

REFER COUNTY STORMWATER

MANAGEMENT FACILITIES EXHIBIT IN SURFACE

WATER MANAGEMENT REPORT FOR CONTINUATION

130' RAILROAD ROW

130' RAILROAD ROW

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 2B

WATER MANAGEMENT SUMMARY

SHEET NUMBER:

B

WATER MANAGEMENT SUMMARY

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

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.

VETERA

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

STR. #B3-CR1

STR. #B3-CR2

24" RCP

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.

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

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

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

E

LO

W T

H

IS

S H

E E

T

MATCHLINE - SEE SHEET 9A

M A

TC

H

LI

N

E

S E

E S

H E

E T

Feet 0 40 80

1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS

MATCHLINE - SEE SHEET 9A

2 REVISED PER SFWMD COMMENTS DATED 12/20/25 01/13/26NDG LAS

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:

B

BASIN 2

SUBBASIN 1

BASIN 3

SUBBASIN 2B

BASIN 3

SUBBASIN 2B

BASIN 3

SUBBASIN 2A

BASIN 3

SUBBASIN 3B

BASIN 3

SUBBASIN 3A

BASIN 3

SUBBASIN 5A

LEGEND

BASIN BOUNDARY

SUBBASIN BOUNDARY

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

1037+00

1038+00

1039+00

1040+00

1041+00

1037+00

1038+00

1039+00

1040+00

1041+00

BA

SI

N B2

-1

AR

EA

.75

AC

BA

SI

N B2

-1

AR

EA

.14

AC

OLD US 41

PHASE 2 SUBBASIN 2 = 5.51 AC

PHASE 2 SUBBASIN 1 = 9.12 AC

PH

AS

E 2

SU

BB

AS

IN

9.1

2 A C

PH

AS

E 2

SU

BB

AS

IN

9.1

2 A C

STR. #B2-104

STR. #B2-105

18" RCP

STR. #B2-103

15" RCP

24" RCP

STR. #B2-106

42" RCP

STR. #B2-101

24" RCP

STR. #B2-102

42" RCP

STR. #B3-ROW4

OLD US 41

P P

1037+00 1037+00

PHASE 2 SUBBASIN 2 = 5.51 A

15" RCP

STR. #B2-102

STR. #B3-211

STR. #B3-ROW1

OLD US 41

Q Q

150' ROW

10" LIMEROCK BASE PRIMED (LBR 100)

COMPACTED TO 98% MAX DENSITY

1" TYPE FC-9.5 FRICTION COURSE

1.5" TYPE SP-12.5 STRUCTURAL COURSE

75' 75'CL ROW

EX. ELEV

THRU LANE

11'

RIGHT TURN

LANE

11'

W

ES

T

RI

GH

T-

O F-

W

AY

LI

N

E

EA

ST

RI

GH

T- O

F- W

AY

LI

N E

SECTION P-P

(OLD US 41)

LOOKING NORTH

SCALE: 1"=10'

2%

LEFT TURN

LANE

11' 11'

THRU LANE

11' 11'

LEFT TURN

LANE

EX. RIGHT

TURN TAPER

6.97'

MILL 1.5" REFER TO PLAN VIEW FOR LIMITS

RESURFACE WITH 1.5" SP 12.5 ASPHALT

AND 1" TYPE FC -9.5 FRICTION COURSE

EX. THRU

LANE

EX. STRIPED

MEDIAN

EX. LEFT

TURN

EX. THRU

LANE

8'

SOD

MATCH EX. GRADE

MATCH EX.

PAVEMENT ELEV.

150' ROW

75' 75'CL ROW

CL PAVEMENT26.52'

W

ES

T

RI

GH

T-

O F-

W

AY

LI

N

E

EA

ST

RI

GH

T- O

F- W

AY

LI

N E

SECTION Q-Q

(OLD US 41)

LOOKING NORTH

SCALE: 1"=10'

STRIPED

MEDIAN

9.8'11'

THRU LANE

24'

EX. PAVEMENT

TWO WAY LANES

2%

10" LIMEROCK BASE PRIMED (LBR 100)

COMPACTED TO 98% MAX DENSITY

1" TYPE FC-9.5 FRICTION COURSE

1.5" TYPE SP-12.5 STRUCTURAL COURSE

10" LIMEROCK BASE PRIMED (LBR 100)

COMPACTED TO 98% MAX DENSITY

1" TYPE FC-9.5 FRICTION COURSE

1.5" TYPE SP-12.5 STRUCTURAL COURSE

11'

RIGHT TURN

LANEMATCH EX. GRADE

MILL 1.5" REFER TO PLAN VIEW FOR LIMITS

RESURFACE WITH 1.5" SP 12.5 ASPHALT

AND 1" TYPE FC -9.5 FRICTION COURSE

4'

SOD

11'

SOD

MATCH EX. GRADE

MATCH EX.

PAVEMENT ELEV.

4:1 MAX

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 16, 2026 9:22 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

9A 30190062.00.01

MAY, 2025

1" = 40'

1" = ##'

11/12 48 25

LAS

ALO

N/A

N/A 09 1900620001W DM02 40254

LAURIE A. SWANSON, P.E.PROPOSED DRAINAGE PLAN - OLD 41

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

AT

C H

LI

N

E

- S

EE

S

H

EE

T

1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS

M

AT

C H

LI

N

E

- S

EE

S

H

EE

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2 REVISED PER SFWMD COMMENTS DATED 12/20/25 01/13/26NDG LAS

LEGEND

ALL ELEVATIONS REFERENCE NAVD 1988

.9 EXISTING TOPO

AREA TO BE MILLED AND

RESURFACED

Kimley-Horn and Associates, Inc.

1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com

B

SHEET NUMBER:

BASIN BOUNDARY

SUBBASIN BOUNDARY

BASIN 2

SUBBASIN 1

BASIN 3

SUBBASIN 2B

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

SHEET NUMBER:

B

BASIN 2

SUBBASIN 1

BASIN 2

SUBBASIN 1

LEGEND

BASIN BOUNDARY

SUBBASIN BOUNDARY

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

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'

ROW

180'

RIGHT-OF-WAY

ROW

PGL

12'13'

2'2'2'2'

TYPICAL ROADWAY SECTION R2-R2

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 MAX. TO

EXISTING GRADE

3:1 TO EXISTING

GRADE

4:1 OFF-SITE

LAKE BANK

N.T.S.

N.T.S.

3:1 MAX TO

EXISITNG GRADE

2'

4' LANDSCAPE STRIP

(23'-56' ) DRY

DETENTION

AREA

4' 10' SIDEWALK

4' LANDSCAPE STRIP

2%

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

4'

MIN. BERM

EL. = 14.20

2' 8'2' 6'

MIN. BERM

EL. = 14.20

MIN. BERM

EL. = 12.80

10' 2' 9.7'

8" ° FORCE

MAIN

±7'

8" ° FORCE

MAIN

±7'

12" ° WATER

MAIN

±7'

12" ° WATER

MAIN

±7'

R1 R1

R3 R3

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)

GULF COAST DRIVE

(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

R4 R4

88+00 90+00 95+00 100+00 105+00 110+00 115+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.

January 13, 2026 9:22 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\Current Plans\Sheet Files\14 1900620001W TS01.dwg

VETERANS MEMORIAL BLVD PHASE 2

ROADWAY IMPROVEMENTS

COLLIER COUNTY BOARD OF COMMISSIONERS

14 30190062.00.01

MAY, 2025

N/A

N/A

11/12 48 25

LAS

ALO

N/A

N/A 14 1900620001W TS01 40254

LAURIE A. SWANSON, P.E.TYPICAL ROADWAY SECTIONS

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

Feet 0 300 600

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

B

SHEET NUMBER:

VARIES (+140'-190')

RIGHT-OF-WAY

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

5'

EX. BIKE

LANE

2%

3'

EX. SOD

2' 10'

EX. PATHWAY

4'

EX. SOD

27'

11'

EX. TRAVEL LANE

11'

EX. TRAVEL LANE 2'

2'

SOD

8' 8'

2.00'

SOD

2'

27'

11'

EX. TRAVEL LANE

11'

EX. TRAVEL LANE

5'

EX. BIKE

LANE 2'

4'

EX. SOD

6'

EX. SWLK

8'

EX. SOD

14.5' 14.5'

EX. DRY

DETENTION

AREA

VARIES

PROP. TOP OF BANK SOD TO

MATCH TOP OF EX. CURB

MIN. EL. = 13.8

PROP. SOD DETENTION BOTTOM

MIN. SOD BOTTOM EL. = 11.8

(SEE PLAN VIEW FOR PROPOSED

BOTTOM ELEVATIONS)

4 1

NATURAL GROUND

EX. MIN. BERM

EL. 14.20

EX. EL. 11.50

EX. 6" CONCRETE

2'

EX. TYPE 'F' CURB & GUTTER

EX. 12" TYPE B STABILIZATION

MINIMUM LBR 40

EX. TYPE 'F' CURB & GUTTER

EX. TYPE 'F' CURB & GUTTER

EX. 12" TYPE B STABILIZATION

MINIMUM LBR 40

EX. TYPE 'F' CURB & GUTTER

ROW ROW

6" CONCRETE

EX. 12" DR-18 PVC

WATER MAIN

EX. 8" DR-18 PVC

FORCE MAIN

6(MAX.)

EXISTING

MIN. BERM

EL. 14.20

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

NATURAL GROUND

LC ROW

TYPICAL ROADWAY SECTION R3-R3

N.T.S.

2%

EX. PGL EX. PGL

2%2%

RIGHT -OF- WAY (VARIES 200' MIN. - 330' MAX.)

75'

5' PROP.

DETENTION

BOTTOM

PROP. 21' SOD

DRY DETENTION AREA

EX. WALL

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'

8" ° FORCE

MAIN

12" ° WATER

MAIN

ROW

180'

RIGHT-OF-WAY

ROW

PGL

12'13'

2'2'2'2'

TYPICAL ROADWAY SECTIONR4-R4

3:1 TO EXISTING

GRADE

N.T.S.

2'

4' LANDSCAPE STRIP

±7' ±7'

(23'-56' ) DRY

DETENTION

AREA

4%

TYPE 'F' CURB & GUTTER TYPE 'F' CURB & GUTTER

TYPE 'F' CURB & GUTTER MIN. BERM

EL = 12.80'

2'

3:1 MAX TO

EXISITNG GRADE

MIN. BERM

EL. = 14.20

8'2'20'

±7'

FUTURE WALL

(BY OTHERS)

R1 R1

R3 R3

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)

GULF COAST DRIVE

(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

R4 R4

88+00 90+00 95+00 100+00 105+00 110+00 115+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.

January 13, 2026 9:22 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\Current Plans\Sheet Files\14 1900620001W TS01.dwg

VETERANS MEMORIAL BLVD PHASE 2

ROADWAY IMPROVEMENTS

COLLIER COUNTY BOARD OF COMMISSIONERS

14A 30190062.00.01

MAY, 2025

N/A

N/A

11/12 48 25

LAS

ALO

N/A

N/A 14 1900620001W TS01 40254

LAURIE A. SWANSON, P.E.TYPICAL ROADWAY SECTIONS - 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

Feet 0 300 600

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

B

SHEET NUMBER:

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

1023+00

1024+00

1025+00

1026+00

1027+00

1028+00

1029+00 1030+00

1031+00 1032+00

1033+00 1034+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

139+00

140+00

VETERANS MEMORIAL BLVD.

PROPOSED WET

DETENTION POND #3

C.E. = 8.5'

DRY DETENTION AREA

10'

SIDEW

ALK

6' SIDEW

ALK

6.55'

BIKE

LAN

E

24'

TRAVEL

LAN

ES

24.48' M

EDIAN

13'

TURN

LAN

E

11'

TURN

LAN

E

7'

BIKE

LAN

ERO

W

(VARIES)

MIN. PERIMETER BERM

ELEV. = 12.5'

MIN. PERIMETER BERM

ELEV. = 12.8'

BOTTOM OF DETENTION

ELEV. = 9.5'

TOP OF DETENTION

ELEV. = 12.8'

TOP OF LAKE BANK

ELEV. = 12.8'

MIN. PERIMETER BERM

ELEV. = 12.8'

MIN. PERIMETER BERM

ELEV. = 12.8'

TOP OF LAKE BANK

ELEV. = 12.8'

TOP OF DETENTION

ELEV. = 12.8'

MIN. PERIMETER BERM

ELEV. = 13.0'

BOTTOM OF DETENTION

ELEV. = 9.5'

TOP OF DETENTION

ELEV. = 12.5'

17.2' 16'

24' 8'

1023+00

1024+00

1025+00

1026+00

1027+00

1028+00

1029+00 1030+00

1031+00 1032+00

1033+00 1034+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

STR. #CS-TP3

FDOT "E" INLET

GRATE ELEV. = 12.80

INV. E = 5.50

STA. 1031+58.13 140.91 R

STR. #B3-303

MH

RIM ELEV. = 12.07

INV. N = 4.50

INV. E = 4.50

STA. 1024+72.94 74.18 L

STR. #CS-MB2

FDOT "E" INLET

GRATE ELEV. = 11.00

INV. S = 5.00

STA. 1024+24.53 110.74 L

STR. #B3-203

FDOT TYPE 6 INLET

EOP ELEV. = 10.72

INV. S = 4.50

INV. N = 5.00

STA. 1023+99.91 63.50 L

STR. #B3-204

FDOT TYPE 6 INLET

EOP ELEV. = 11.16

INV. N = 4.50

INV. SE = 4.00

STA. 1024+12.02 29.80 R

STR. #B3-208

FDOT TYPE 6 INLET

EOP ELEV. = 11.16

INV. NW = 6.00

INV. S = 6.75

STA. 1031+14.03 52.50 L

STR. #B3-209

FDOT TYPE 6 INLET

EOP ELEV. = 11.00

INV. E = -1.40

INV. N = 6.75

INV. SW = -1.40

INV. W = 6.75

STA. 1031+13.98 29.60 R

STR. #B3-OF2

42" FES

INV. NE = -1.40

STR. #B3-OF1

36" FES

INV. NW = 3.90

STR. #B3-OF3

24" MES

INV. W = 5.50

593 LF 42" RCP

@ 0.00% SLOPE

94 LF 36" RCP

@ 0.00% SLOPE

73 LF 42" RCP

@ 0.00% SLOPE

54 LF 18" RCP

@ 0.00% SLOPE

50 LF 30" RCP

@ 0.00% SLOPE

82 LF 18" RCP

@ 0.00% SLOPE

92 LF 36" RCP

@ 0.11% SLOPE

TOP OF LAKE BANK

ELEV. = 12.8'

M A

TC

H

LI

N

E

S E

E S

H E

E T

STR. #B3-201

FDOT "E" INLET

GRATE ELEV. = 8.00

INV. S = 2.20

STA. 1023+56.88 123.80 L

196 LF 30" RCP

@ 0.05% SLOPE

STR. #B3-202

FDOT "E" INLET

GRATE ELEV. = 7.50

INV. N = 2.10

STA. 1023+82.80 70.36 R

STR. #B3-205

FDOT TYPE 5 INLET LEFT

EOP ELEV. = 11.00

INV. S = 7.00

STA. 1028+62.91 63.50 L

93 LF 15" RCP

@ 0.00% SLOPE

STR. #B3-206

FDOT TYPE 5 INLET RIGHT

EOP ELEV. = 11.16

INV. N = 7.00

INV. E = 6.75

STA. 1028+63.01 29.52 R

246 LF 18" RCP

@ 0.00% SLOPE

70 LF 15" RCP

@ 0.00% SLOPE

STR. #B3-207

FDOT "C" INLET

GRATE ELEV. = 9.50

INV. SE = 6.00

STA. 1030+55.89 90.04 L

STR. #B3-304

FDOT "G" INLET

GRATE ELEV. = 9.50

INV. S = 4.50

STA. 1024+72.82 111.00 L

37 LF 30" RCP

@ 0.00% SLOPE

331 LF 30" RCP

@ 0.00% SLOPE

STR. #B3-302

MH

RIM ELEV. = 12.07

INV. W = 4.50

INV. N = 4.50

STA. 1028+01.34 74.57 L

42 LF 30" RCP

@ 0.00% SLOPE

STR. #B3-301

FDOT "E" INLET

GRATE ELEV. = 9.50

INV. S = 4.50

STA. 1028+02.99 116.04 L

26.8'

49.02'

U.

S.

TA

M

IA

M

I T

RL

N

0'

P

UB

LI

C

RI

GH

T O

F W

AY

13.2'

140' RO

W

11.00 10.00

9.50

10.50

BOTTOM OF DETENTION

ELEV. = 9.5'

STR. #B3-CR1

24" MES

INV. S = 7.50

STR. #B3-CR2

24" MES

INV. N = 7.50

141 LF 24" RCP

@ 0.00% SLOPE

PROPOSED PGL

EXISTING

GRADE

M A

TC

H

LI

N

E

S

TA

: 1

2+

M A

TC

H

LI

N

E

S

TA

: 1

4+

1022+50 1023+00 1024+00 1025+00 1026+00 1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00 1034+00

-0.41%

0.39% 0.31%-0.30%ST

A.

3+

.2

EX

IS

T.

E

LE

V.

2.

PV

I S

TA

4+

EL

EV

1.

PV

I S

TA

7+

EL

EV

2.

PV

I S

TA

1+

EL

EV

1.

36" RCP

30" RCP

18" RCP

15" RCP

24" RCP

1.4'

5' 2.

5'

VETERANS MEMORIAL BLVD.

SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21SHEET 16SHEET 15U.

S.

TA

M

IA

M

I T

RL

N

0'

P

UB

LI

C

RI

GH

T O

F W

AY

11.0010.00 9.5010.50

SHEET 22 SHEET 23 SHEET 24 SHEET 25

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

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 13, 2026 9:30 AM K:\2019\190062.00.01 Veteran's Memorial Extension - Phase 2\016 Master Drainage Infrastructure Plan\Current Plans\Sheet Files\15 1900620001W PP01.dwg

VETERANS MEMORIAL BLVD PHASE 2

ROADWAY IMPROVEMENTS

COLLIER COUNTY BOARD OF COMMISSIONERS

15 30190062.00.01

MAY, 2025

1" = 40'

1" = 80'

11/12 48 25

LAS

ALO

N/A

N/A 15 1900620001W PP01 40254

LAURIE A. SWANSON, P.E.VETERANS MEMORIAL BLVD STA 1023+00 - 1034+00

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

PLAN AND PROFILE SHEET INDEX

1 REVISED PER SFWMD COMMENTS DATED 09/12/25 10/27/25NDG LAS

Kimley-Horn and Associates, Inc.

1514 Broadway, Suite301, Fort Myers, FL 33901 Phone (239) 271-2650 Fax (941) 379-4352 www.kimley-horn.com

B

SHEET NUMBER:

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

1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+001034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+00

5' 2.

5'

7+

8+

9+

0+

1+

MIN. PERIMETER BERM

ELEV. = 12.8'

1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+001034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+00

STR. #B2-104

FDOT TYPE 6 INLET

INV. S = 6.75

STA. 1040+54 63.50 L

STR. #B2-105

FDOT TYPE 6 INLET

ELEV. = 11.16

INV. N = 6.75

INV. S = 6.25

STA.