Exhibit_C_-_Veterans_Memorial_Boulevard_Roadway_Final_GM_Signed.pdf

AI

R

PO

R

T-

PU

LL

IN

G R

O

AD

LEE COUNTY

COLLIER COUNTY

CARLTON

LAKES

AUDUBON

STERLING

OAKS

MEDITERRA

PELICAN

STRAND

IMPERIAL GOLF

ESTATES

WILLOUGHBY

ACRES

PALM

RIVER

COLLIER

RESERVE

FOUR

SEASONS

VICTORIA

PARK

PELICAN

MARSH

NAPLES PARK

VANDERBILT

BEACH

Frank Blvd

Va nd er bi lt D r

Wiggins Pass Rd

Va nd er bi lt D r

Immokalee Rd

Ta m ia m i Tr ai l

Ta m ia m i Tr ai l

Li ni ng st on R oa d

Li ni ng st on R oa d

KEY SHEET

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 ..

LOCATION OF PROJECT

ROADWAY/DRAINAGE PLANS

ENGINEER OF RECORD:

FINAL ROADWAY SUBMITTAL

NOVEMBER, 2021

INDEX OF ROADWAY PLANS

Sheet No. Description

GOVERNING DESIGN STANDARDS:

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY

HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST

BE CONSIDERED WHEN OBTAINING SCALE DATA.

GOVERNING STANDARD SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2020-21 DESIGN

STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION AND

APPLICABLE INTERIM REVISIONS (IRs).

DESIGN STANDARDS FOR ROAD CONSTRUCTION AND ASSOCIATED

IRs ARE AVAILABLE AT THE FOLLOWING WEBSITE:

http://www.fdot.gov/roadway/DesignStandards/Standards.shtm

FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2021

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION AT THE FOLLOWING WEBSITE:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

MILE

Location Map R

E

R

E

END PROJECT-PHASE I

VETERANS MEMORIAL BLVD.

STA 172+22.53

BEGIN PROJECT-PHASE I

VETERANS MEMORIAL BLVD.

STA 87+08.45

COLLIER COUNTY

GROWTH MANAGEMENT DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

CONTRACT PLAN COMPONENTS

COLLIER COUNTY PROJECT MANAGER: BEE THAO, P.E.

VETERANS MEMORIAL BOULEVARD EXTENSION

PHASE I

Veterans Memorial Boulevard from Future High School Site to Livingston Road

1 KEY SHEET

2 SIGNATURE SHEET

3-4 DRAINAGE MAPS

5-7 TYPICAL SECTIONS

8-9 TYPICAL SECTION DETAILS

10 PROJECT LAYOUT & CONTROL

11 GENERAL NOTES

12 UTILITY NOTES

13-15 SUMMARY OF DRAINAGE STRUCTURES

16-33 ROADWAY PLANS

34-49 ROADWAY PROFILES

50-54 INTERSECTION DETAILS

55-61 DRAINAGE STRUCTURES

62-64 OUTFALL PLAN - PROFILES

65 POND DETAIL

66-67 POND SECTIONS

68-96 CROSS SECTIONS

97-114 UTILITY ADJUSTMENT PLANS

115-116 CLEARING & EROSION CONTROL PLANS

117-119 TEMPORARY TRAFFIC CONTROL PLANS

120-121 MISCELLANEOUS DETAILS

122-139 SIGNING and PAVEMENT MARKING PLANS

END PROJECT-PHASE I

LIVINGSTON ROAD

STA 542+90.30

BEGIN PROJECT-PHASE I

LIVINGSTON ROAD

STA 535+65.12

UTILITY PLANS

ENGINEER OF RECORD:

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VANDERBILT DR. (C.R. 901)

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TAMIAMI TRAIL (U.S. 41)

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OLD U.S. 41 (C.R. 887)

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TAMIAMI TRAIL (U.S. 41)

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R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

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JACKSONVILLE

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MIAMI

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FORT LAUDERDALE

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DAYTONA

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FORT PIERCE

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NAPLES

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TAMPA

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PENSACOLA

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TALLAHASSEE

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ORLANDO

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KEY WEST

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FORT MYERS

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NOT TO SCALE

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- ROADWAY PLANS

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- SIGNALIZATION PLANS

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- LIGHTING PLANS

AutoCAD SHX Text JUSTIN A. FREDERIKSEN, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 66086 EB/LB 0005151 (239) 947-1144

AutoCAD SHX Text R. DANIEL FLYNN, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 VIA DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 76205 EB/LB 0005151 (239) 947-1144

SIGNATURE SHEET

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .�

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

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.

Q. GRADY MINOR AND ASSOCIATES,P.A.

3800 VIA DEL REY

BONITA SPRINGS, FL 34134

RAYMOND D. FLYNN, P.E. 76205

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

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.

Q. GRADY MINOR AND ASSOCIATES,P.A.

3800 VIA DEL REY

BONITA SPRINGS, FL 34134

JUSTIN ALEXANDER FREDERIKSEN, P.E. 66086

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3-4 DRAINAGE MAPS

5-7 TYPICAL SECTIONS

8-9 TYPICAL SECTION DETAILS

10 PROJECT LAYOUT & CONTROL

11 GENERAL NOTES

13-15 SUMMARY OF DRAINAGE STRUCTURES

16-33 ROADWAY PLANS

34-49 ROADWAY PROFILES

50-54 INTERSECTION DETAILS

55-61 DRAINAGE STRUCTURES

62-64 OUTFALL PLAN - PROFILES

65 POND DETAIL

66-67 POND SECTIONS

68-96 CROSS SECTIONS

115-116 CLEARING & EROSION CONTROL PLANS

117-119 TEMPORARY TRAFFIC CONTROL

122-139 SIGNING and PAVEMENT MARKING PLANS

1 KEY SHEET

2 SIGNATURE SHEET

12 UTILITY NOTES

97-114 UTILITY ADJUSTMENT PLANS

120-121 MISCELLANEOUS DETAILS

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

1.228 AC

1.272 AC

1.237 AC

0.994 AC

0.400 AC

0.495 AC

SUB BASIN 3

SUB BASIN 3

VETERANS MEMORIAL BLVD.

WET DETENTION

POND 1

DRY DETENTION POND 2

PROPOSED HIGH

SCHOOL SITE

IMPERIAL GOLF CLUB

MEDITERRA

85+00 90+00 95+00 100+00 105+00

100' D .E.

SUB BASIN 2

S-133

CS-1

S-127

S-128

S-140

S-141

S-143

S-144

S-134S-129

S-136 S-139 S-142

S-130 S-131 S-132

S-135

S-126

S-138

S-137

48" RCP 48" RCP 48" RCP 48" RCP 48" RCP

48" RCP

48" RCP

30" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

EX. 48" RCP

15'DE

0.196 AC

0.829 AC0.766 AC

0.787 AC

1.160 AC

1.300 AC

1.228 AC

1.354 AC

SUB BASIN 3

SUB BASIN 3

DRY DETENTION POND 2

VETERANS MEMORIAL BLVD.

MEDITERRA

IMPERIAL GOLF CLUB

110+00 115+00 120+00 125+00 130+00

70' D .E.

70' D .E.

0.228 AC

S-156

S-152

S-153

S-146

S-147

S-149

S-150

S-145 S-148 S-151 S-154

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

24" RCP

18" RCP

DRAINAGE MAP 1

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

0 200'100'

SCALE: 1" = 200'

M

AT

C H

LI

N E

S E E B

E

LO

W

M

AT

C H

LI

N E

S E E A

B

OV

E

M

AT

C H

LI

N E

S E E S

H E E T

BEGIN PROJECT

BEGIN ROADWAY

IMPROVEMENTS

STA. 87+08.45

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

NOTE:

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION

PURPOSES. THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND

TO ASSIST CONSTRUCTION PERSONNEL WITH DRAINAGE CONCERNS.

ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD '88)

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929

(NGVD '29) IS (+) 1.22.

HIGH SCHOOL

ACCESS ROAD

BY OTHERS

2.67 AC.

MIN. BERM = 14.2

MIN. BERM = 14.2

MIN. BERM = 14.2

MIN. BERM = 14.2

VETERANS MEMORIAL BLVD. WATER

MANAGEMENT SUMMARY

PERMIT 11-102981-P, APPLICATION 200212-2778

BASIN 1 (NAVD) ELEVATION

(NAVD)

DISCHARGE

RATE (CFS)

CONTROL ELEVATION 10.50 N/A

25 YEAR 3 DAY PEAK STAGE 13.40 N/A

MIN. PROP ROAD CROWN 13.40 N/A

MIN. PROP BERM 14.20 N/A

100 YEAR 3 DAY PEAK STAGE 13.89 N/A

MAXIMUM DISCHARGE RATE

@ 0.12 CFS/ACRE N/A 3.74

PROPOSED DISCHARGE RATE N/A 3.73

AutoCAD SHX Text

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

N

SUB BASIN 4

SUB BASIN 4DRY DETENTION POND 3

LI

V

IN

GS

TO

N R

OA

D

0.983 AC 0.884 AC

0.360 AC 0.340 AC

VETERANS MEMORIAL

ELEMENTARY SCHOOL

SECOYA RESERVE

MEDITERRA

135+00 140+00 145+00 150+00 155+00

0.290 AC

0.708 AC

0.248 AC

0.169 AC 0.354 AC

SUB BASIN 3

0.221 AC

0.150 AC 0.135 AC 0.147 AC 0.320 AC

0.157 AC

0.162 AC 0.164 AC

0.260 AC

0.215 AC

0.137 AC

S-183S-176

S-170

S-171S-162 S-182S-177 S-181

S-165

S-175

S-169

S-173

S-168

S-179

S-167

S-174S-161 S-180

S-157

S-159

S-160

S-158

S-163 S-164

S-166 S-172

24" RCP

24" RCP

18" RCP18" RCP

30" RCP 18" RCP 18" RCP

18" RCP

24" RCP

24" RCP

24" RCP

24" RCP

18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP

24" RCP

24" RCP

VETERANS MEMORIAL BLVD.

VETERANS MEMORIAL BLVD.

MEDITERRA

BARRINGTON COVE

MEDITERRA

0.588 AC

0.613 AC

0.606 AC

1.050 AC

160+00 165+00 170+00 175+00 177+00

BASIN DA10A BASIN DA9A

0.898 AC

0.203 AC

0.595 AC

0.582 AC

0.211 AC

S-187

S-EX 102

S-185

S-184 S-186

24" RCP

24" RCP

24" RCP

18" RCP

EX. 18" RCP

S-185A

DRAINAGE MAP 2

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

0 200'100'

SCALE: 1" = 200'

M

AT

C H

LI

N E

S E E B

E

LO

W

M

AT

C H

LI

N E

S E E A

B

OV

E M

AT

C H

LI

N E

S E E S

H E E T

END PROJECT

END ROADWAY

IMPROVEMENTS

STA. 172+22.53

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

NOTE:

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION

PURPOSES. THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND

TO ASSIST CONSTRUCTION PERSONNEL WITH DRAINAGE CONCERNS.

ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD '88)

CONVERSION FACTOR TO NATIONAL GEODETIC VERTICAL DATUM 1929

(NGVD '29) IS (+) 1.22.

R/W LINE

R/W LINE

MIN. BERM = 14.2

MIN. BERM = 14.2

VETERANS MEMORIAL BLVD. WATER

MANAGEMENT SUMMARY

PERMIT 11-102981-P, APPLICATION 200212-2778

BASIN 1 (NAVD) ELEVATION

(NAVD)

DISCHARGE

RATE (CFS)

CONTROL ELEVATION 10.50 N/A

25 YEAR 3 DAY PEAK STAGE 13.40 N/A

MIN. PROP ROAD CROWN 13.40 N/A

MIN. PROP BERM 14.20 N/A

100 YEAR 3 DAY PEAK STAGE 13.89 N/A

MAXIMUM DISCHARGE RATE

@ 0.12 CFS/ACRE N/A 3.74

PROPOSED DISCHARGE RATE N/A 3.73

AutoCAD SHX Text

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

SOD

TYPE 'F'

CURB &

GUTTER

PGL RT

27'

6' SIDEWALK

TYPE 'F'

CURB &

GUTTER

2' 5'

BIKE

LANE

10'

PATHWAY

6" CONCRETE

5'

BIKE

LANE

TYPE 'F'

CURB &

GUTTER

11'

TRAVEL

LANE

11'

TRAVEL

LANE

27'

11'

TRAVEL

LANE

11'

TRAVEL

LANE

ROW

3'

8" DR-18 PVC

FORCE MAIN12" DR-18 PVC

WATER MAIN

7'

ROW

7'±

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

PGL LT

14.5'

2'2'2'2'DRY

DETENTION

AREA

VARIES (65'

MAX.)

TYPICAL SECTION

VETERANS MEMORIAL BOULEVARD EXTENSION

(STA. 87+08.45 TO STA. 139+84)

14.5'

12" TYPE B

STABILIZATION

MINIMUM LBR 40

℄ OF CONSTRUCTION

VETERANS MEMORIAL BLVD.

TYPE 'F'

CURB &

GUTTER

2' 10'

PATHWAY

6" CONCRETE

8'

ROW

WET DETENTION

AREA

(170' MAX.)

330' RIGHT-OF-WAY

VARIES

TYPICAL SECTION WET DETENTION AREA

(STA. 87+58.45 TO STA. 91+97)

12" TYPE B

STABILIZATION

MINIMUM LBR 40

75'

0.020.020.02 -0.02 -0.02 -0.02

0.040.04

4'

SOD

NATURAL

GROUND

0.02 MAX.

-0.02

MAX.NATURAL

GROUND

NATURAL

GROUND

4'

SOD

EL. 11.50

MIN. BERM

EL. 14.20

MIN. BERM

EL. 14.20

0.02

MAX.

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

3:1 (MAX.)

TO EXIST.

GRADE

4'

SOD

VARIES

(12:1 TO 30:1)

LIGHTING

CONDUIT

6' SIDEWALK

TYPE 'F'

CURB &

GUTTER

5'

BIKE

LANE

ROW

2'

12" TYPE B

STABILIZATION

MINIMUM LBR 40

6" CONCRETE

-0.02

VARIES

0-4'

SOD

NATURAL

GROUND

0.02

MAX.

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

11' TURN

LANE

TYPICAL SECTION TURN LANE

(STA. 87+58.45 TO STA. 89+56.77)

(STA. 130+33.67 TO STA. 133+44.33)

(STA. 135+76.39 TO STA. 138+17.59)

VARIES

-0.015 TO -0.02

2' 10'

PATHWAY

6" CONCRETE

3'

ROW

2'DRY

DETENTION

AREA

VARIES (65'

MAX.)

TYPE 'F'

CURB &

GUTTER

NATURAL

GROUND

0.02 MAX.

EL. 11.50

MIN. BERM

EL. 14.20

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

4'

SOD

TYPICAL SECTION (PATHWAY)

(STA. 129+73 TO STA. 144+48)

TRANSITION FROM -0.02 TO 0.02 STA. 129+73 TO STA. 130+48

TRANSITION FROM 0.02 TO -0.02 STA. 143+73 TO STA. 144+48

TYPE 'F'

CURB &

GUTTER

PGL RT

6' SIDEWALK

TYPE 'F' CURB

& GUTTER

5'

BIKE

LANE

11'

TRAVEL

LANE

11'

TRAVEL

LANE

2'

12" TYPE B

STABILIZATION

MINIMUM LBR 40

6" CONCRETE

-0.02 -0.02 -0.02

4'

SOD

NATURAL

GROUND

0.02

MAX.

EXISTING ROADWAY

(CURB, ASPHALT &

BASE) TO BE REMOVED

TYPICAL SECTION (REMOVAL OF EXIST. ROAD)

(STA. 131+96.32 TO STA. 139+84.16)

2'

ROW

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

MIN. BERM

EL. 14.20

MIN. BERM

EL. 14.20

MIN. BERM

EL. 14.20

6 (MAX)

4"

4"

4"

4"

4" 4" 4"

CLEARING & GRUBBING LIMITS

SOD

SOD

4"

PROP. WALL BY OTHERS

(STA. 92+26 TO STA. 131+00

8'

6" CONCRETE

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 ..

NEW CONSTRUCTION

12" TYPE B STABILIZATION WITH OPTIONAL BASE GROUP 9

WITH TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

TRAFFIC DATA

CURRENT YEAR = 2020 AADT = 6,150

ESTIMATED OPENING YEAR = 2023 AADT = 6,500

ESTIMATED DESIGN YEAR = 2043 AADT = 8,900

DESIGN SPEED 45 MPH

POSTED SPEED 35 MPH

12" EX. FORCE MAIN

12" EX. WATER MAIN

℄ OF CONSTRUCTION

VETERANS MEMORIAL BLVD.

SOD

TYPE 'F'

CURB &

GUTTER

27'

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

2' 5'

BIKE

LANE

10' PATHWAY

TYPE 'F'

CURB &

GUTTER

4'

SOD 5'

BIKE

LANE

TYPE 'F' CURB

& GUTTER

11'

TRAVEL

LANE

11'

TRAVEL

LANE

27'

11'

TRAVEL

LANE

11'

TRAVEL

LANE

ROW

3'

ROW 200' RIGHT-OF-WAY

PGL LT

VARIES

9.19'-9.23'

2'2'2'2'

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

TYPICAL SECTION

VETERANS MEMORIAL BOULEVARD EXTENSION

(STA. 139+84 TO STA. 157+50)

MILLING & RESURFACING

6" CONCRETE

DRY

DETENTION

AREA

VARIES

(65' MAX.)

12" TYPE B

STABILIZATION

MINIMUM LBR 40

EXIST. 5'

SIDEWALK

TO REMAIN

75'

VARIES

15.77'-15.81'

0.020.020.02 -0.02 -0.02

NEW CONSTRUCTION

12" EX. FORCE MAIN

12" EX. WATER MAIN

℄ OF CONSTRUCTION

VETERANS MEMORIAL BLVD.

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

28'

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

2' 5'

BIKE

LANE

6' SIDEWALK

TYPE 'F'

CURB &

GUTTER

5'

BIKE

LANE

TYPE 'F'

CURB &

GUTTER

11'

TRAVEL

LANE

12'

TRAVEL

LANE

39'

11'

TRAVEL

LANE

11'

TRAVEL

LANE

ROW

3'

ROW 200' RIGHT-OF-WAY

PGL LT

2'2'2'2'

TYPICAL SECTION

VETERANS MEMORIAL BOULEVARD EXTENSION

(STA. 157+50 TO STA. 172+23)

MILLING & RESURFACING

6" CONCRETE

PROP.

SWALE

12" TYPE B

STABILIZATION

MINIMUM LBR 40

EXIST. 5'

SIDEWALK

TO REMAIN

75'

0.020.020.02

NEW CONSTRUCTION

SOD

VARIES

0.04'-8.46'

VARIES

11.54'-11.63'

-0.02 MAX.NATURAL

GROUND

NATURAL

GROUND

6' SOD

29'

-0.02

MATCH EX. CROSS SLOPE

NATURAL

GROUND

NATURAL

GROUND

PAVING CONTROL POINT

VARIES 15.67'-24'

EL. 11.50

MIN. BERM

EL. 14.20

4:1 (TYP.),

3:1 (MAX.)

TO EXIST.

GRADE

REMOVE EXISTING TYPE

'F' CURB & GUTTER

ROW

EXIST. 5'

SIDEWALK

TO REMAIN NATURAL

GROUND

PAVING CONTROL

POINT, MATCH EX.

PAVEMENT

TYPE 'F' CURB

& GUTTER

12" TYPE B STABILIZATION

MINIMUM LBR 40

VARIES

-0.015 TO -0.02

2'11' TURN

LANE

TYPICAL SECTION (TURN LANE)

(STA. 145+78.45 TO STA. 148+18.40)

(STA. 151+12.99 TO STA. 156+44.33)

MILLING &

RESURFACING

4"

4"

4"

4"

4"

CLEARING & GRUBBING LIMITS

SOD

CLEARING &

GRUBBING LIMITS

CLEARING & GRUBBING LIMITS

SOD

12'

TURN

LANE

SAWCUT

SOD

0.02 MAX.

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .�

MAINLINE MILLING

MILL EXISTING ASPHALT (1" AVERAGE DEPTH)

MAINLINE RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

NEW CONSTRUCTION

12" TYPE B STABILIZATION WITH OPTIONAL BASE GROUP 9

WITH TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

MAINLINE MILLING

MILL EXISTING ASPHALT (1" AVERAGE DEPTH)

MAINLINE RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

NEW CONSTRUCTION

12" TYPE B STABILIZATION WITH OPTIONAL BASE GROUP 9

WITH TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

OVERBUILD

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)

(THICKNESS VARIES)

TRAFFIC DATA

CURRENT YEAR = 2020 AADT = 6,150

ESTIMATED OPENING YEAR = 2023 AADT = 6,500

ESTIMATED DESIGN YEAR = 2043 AADT = 8,900

DESIGN SPEED 45 MPH

POSTED SPEED 35 MPH

℄ OF CONSTRUCTION

LIVINGSTON ROAD

EXISTING

TYPE 'F' CURB

& GUTTER TO

REMAIN

VARIES 38'-41'

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

5'

BIKE

LANE

11'-14'

TRAVEL

LANE

11'

TRAVEL

LANE

ROW

2'2'

TYPICAL SECTION

LIVINGSTON ROAD

(STA. 535+65 TO STA. 542+90.30)

MILLING & RESURFACING

EXIST. 8'

SIDEWALK

TO REMAIN

EXIST. MEDIAN VARIES

MATCH EX. CROSS SLOPE

NATURAL

GROUND

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

38'

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

5'

BIKE

LANE

11'

TRAVEL

LANE

11'

TRAVEL

LANE

2' 2'

MILLING & RESURFACING

EXIST. 6'

SIDEWALK

TO REMAIN

MATCH EX. CROSS SLOPE

NATURAL

GROUND

ROW RIGHT-OF-WAY (WIDTH VARIES)

11'

TRAVEL

LANE

11'

TRAVEL

LANE

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

EXIST. 8'

SIDEWALK

TO REMAIN

MATCH EX. CROSS SLOPE

NATURAL

GROUND

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

75'

5'

BIKE

LANE

11'

TRAVEL

LANE

11'

TRAVEL

LANE

2'2'

MILLING & RESURFACING

EXIST. MEDIAN

TO REMAIN

11'

TRAVEL

LANE

11.5'

TURN

LANE

11'

TURN

LANE

11'

TURN

LANE

4'

GORE

AREA

TYPICAL SECTION

LIVINGSTON ROAD

(STA. 537+00 TO STA. 539+50)

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

EXIST. 6'

SIDEWALK

TO REMAIN

MATCH EX. CROSS SLOPE

EXISTING TYPE 'F'

CURB & GUTTER

TO REMAIN

75'

5'

BIKE

LANE

12'

TRAVEL

LANE

12'

TRAVEL

LANE

2' 2'

MILLING & RESURFACING

12'

TRAVEL

LANE

11'

TURN

LANE

12'

TURN

LANE

12'

GORE

AREA

TYPICAL SECTION

LIVINGSTON ROAD

(STA. 541+20 TO STA. 542+90.30)

℄ OF CONSTRUCTION

LIVINGSTON ROAD

ROW

ROW

NATURAL

GROUND

EXIST. MEDIAN

TO REMAIN

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .�

MAINLINE MILLING

MILL EXISTING ASPHALT (1" AVERAGE DEPTH)

MAINLINE RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

POSTED SPEED 45 MPH

TYPICAL SECTION DETAILS

& OVERBUILD TABLE

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .�

11'

-0.02 -0.02 -0.02

PAVING CONTROL POINT

11' 5'

SEE TABLE FOR AVERAGE

OVERBUILD THICKNESS

SEE TABLE

FOR AVERAGE

OVERBUILD

THICKNESS

MILLED SURFACE

EXISTING ASPHALT

PAVEMENT

EXISTING

BASE

FRICTION COURSE

FC-9.5 (1")

OVERBUILD TYPE SP

STRUCTURAL COURSE

(TRAFFIC C)

OVERBUILD AND RESURFACING DETAIL

NOTES:

1. SEE INTERSECTION GRADING PLANS FOR GRADING AT INTERSECTIONS.

2. SEE TYPICAL SECTIONS AND CROSS SECTIONS FOR TURN LANES,

SPECIAL GRADING AREAS AND TRANSITION AREAS.

3. TYPE SP OVERBUILD THICKNESS PER FDOT SPECIFICATIONS 334.

MINIMUM THICKNESS OF OVERBUILD = 0.5".

B

AS

E

LI

N E

U P S

TA

TI

ON

IN

G

(+) 0 .02 F

T/FT

(+) 0 .02 F

T/FT

(-) 0.02 FT/FT

(-) 0.02 FT/FT

PGL

NOTE:

ROADWAY CROSS SLOPE. AS DETAILED IN ROADWAY PLANS (STA.168+00 TO STA. 69+50), IS AS FOLLOWS:

ANY CROSS SLOPE WHICH EXTENDS ABOVE AND TO THE LEFT OR BELOW

AND TO THE RIGHT OF THE PGL IS CONSIDERED A NEGATIVE (-) CROSS SLOPE.

ANY CROSS SLOPE WHICH EXTENDS BELOW AND TO THE LEFT OR ABOVE

AND TO THE RIGHT OF THE PGL IS CONSIDERED A POSITIVE (+) CROSS SLOPE.

EXISTING CURB

TO REMAIN

AutoCAD SHX Text

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

N.T.S.

TYPICAL SECTION DETAILS

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .�

EXISTING PAVERS

PROPOSED

ROADWAY

BASE

MATCH EDGE

OF PAVEMENT

PAVER DRIVEWAY DETAIL

12" STABILIZED SUBGRADE

(98% DENSITY, L.B.R. 40)

PROPOSED ROADWAY

ASPHALT

TROWELED

CONC. EDGE

RESTRAINT

1" CLEAN

BEDDING SAND

4" LIMEROCK

BASE LBR 100

1" M

IN

. TYPE 'F` CURB

& GUTTER

AA

SECTION 'A'

TROWELED

CONC. EDGE

RESTRAINT

CURVE RADIUS

TANGENT POINT

TYPICAL LANDSCAPE ISLAND

12" STABILIZED SUBGRADE

(98% DENSITY, L.B.R. 40)

TYPE 'F` CURB

& GUTTER

SOD

PROPOSED

ROADWAY

BASE

PROPOSED

ROADWAY

TUBULAR

MARKER/SIGN

6'

MIN.

6'

MIN.

CONTRACTOR TO COORDINATE

WITH COUNTY ON PAVER COLOR

AutoCAD SHX Text

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

N.T.S.

85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170

PI STA: 105+28.80

PI STA: 131+79.12

PI STA: 158+36.84

N 89° 09' 03.05" E

N 89° 08' 46.05" E

N 89° 08' 31.05" E N 89° 07' 10.05" E

℄ OF CONSTRUCTION

VETERANS MEMORIAL

BLVD.

BENCH MARK BM #3

STA. 168+69.10 (-0.775LT)

BM CK

EL. = 16.699

N=716375.95 E=407516.60

BENCH MARK BM #2

STA. 163+69.11 (-0.683LT)

BM CK

EL. = 15.993

N=716368.17 E=407016.67

BENCH MARK BM #1

STA. 158+50.87 (64.636RT)

FM 69-65 NGVD 29, EL 17.191

EL. = 17.182

N=716294.90 E=406499.50

0 600'300'

SCALE: 1" = 600'

PROJECT LAYOUT & CONTROL

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

BEGIN PROJECT

BEGIN ROADWAY

IMPROVEMENTS

STA. 87+08.45

VETERANS MEMORIAL BLVD.

END PROJECT

END ROADWAY

IMPROVEMENTS

STA. 172+22.53

LEGEND

ROADWAY PLAN SHEET NUMBER1

17 19 21 23 25 27 29 31

LI

V

IN

GS

TO

N R

OA

D

PROPOSED HIGH

SCHOOL SITE

MEDITERRA

IMPERIAL GOLF CLUB

VEREANS MEMORIAL

ELEMENTARY SCHOOLSECOYA RESERVE

MEDITERRA

BARRINGTON COVE

MEDITERRA

16 18 20 22 24 26 28 30

AutoCAD SHX Text N

GENERAL NOTES

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 ...

GENERAL NOTES:

1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. HORIZONTAL DATUM = NAD 83 FLORIDA STATE PLANE, WEST ZONE.

3. CONTRACTOR SHALL NOT DISTURB AREAS BEYOND 5 FEET OUTSIDE PROPOSED TOE-OF-SLOPE OR TOP OF DITCH.

CONTRACTOR SHALL NOT WORK OUTSIDE OF RIGHT-OF-WAY OR EASEMENT LINE.

4. EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION AT NO

ADDITIONAL COST TO OWNER.

5. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

6. UNLESS OTHERWISE APPROPRIATE, SUCH AS MATCHING EXISTING SUBDIVISION SODDING, BAHIA SOD IS TO BE

USED IN ALL AREAS WHERE SODDING IS SHOWN AND AS DIRECTED BY THE CEI.

7. PUBLIC ACCESS TO BUSINESSES, RESIDENCES AND SIDE STREETS MUST BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

8. TEMPORARY SHEETING, TRENCH BOXES & DEWATERING MAY BE REQUIRED TO CONSTRUCT SOME SEGMENTS OF THE STORM SEWER OR DRAINAGE STRUCTURES. DEWATERING MAY BE REQUIRED. PERMIT TO BE APPPLIED FOR AND

OBTAINED BY THE CONTRACTOR IF REQUIRED.

9. NONE OF THE EXISTING BASE THAT IS REMOVED IS TO BE USED IN THE CONSTRUCTION OF THE NEW BASE.

10. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT

BEEN VERIFIED.

11. ALL EXCAVATION IN CLOSE PROXIMITY TO A POWER POLE SHALL UTILIZE TRENCH BOXED OR OTHER MEANS OF

SHORING TO ENSURE THE POLES ARE NOT UNDERMINED.

12. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO CONSTRUCTION AND CONTACT THE

SUNSHINE STATE ONE CALL AT (800) 432-4770.

13. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.

14. UTILITY/AGENCY OWNERS:

COMPANY CONTACT TELEPHONE NUMBERS

COLLIER COUNTY TRAFFIC OPERATIONS PAM WILSON 239-252-8260

COLLIER COUNTY INFORMATION TECHNOLOGY JOE OLIVER 239-252-6205

COLLIER COUNTY ROAD MAINTENANCE PAM LULICH 239-252-8924

COLLIER COUNTY WATER/SEWER ERIC FEY 239-252-1037

COMCAST LEONARD MAXWELL-NEWBOLD 754-221-1254

SUMMIT BROADBAND, INC. MIKE REBER 239-325-4105 X261

CROWN CASTLE NG FIBERDIG TEAM 888-632-0931 X2

FLORIDA POWER & LIGHT JOEL BRAY 800-778-9140

TECO - PEOPLES GAS SYSTEM JOAN DOMNING 813-275-3783

LUMEN BILL MCCLOUD 239-599-1444

15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY

COLLIER COUNTY WITHOUT DELAY.

16. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO ENGINEER.

17. AT THE COMPLETION OF THIS PROJECT, ALL DISTURBED SURFACES SHALL BE COVERED BY TURF.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING CONVEYANCES AND DRAINAGE CONNECTIONS

WITHIN THE PROJECT LIMITS AT ALL TIMES.

19. CONTRACTOR SHALL REPLACE ANY EXISTING SIDE STREET MARKINGS OBLITERATED DURING CONSTRUCTION.

GENERAL NOTES (CONT.):

20. ALL PROPOSED PIPE WITHIN THE RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE (RCP/ERCP).

21. ALL SIGN RELATED WORK TO BE COORDINATED WITH FELIX BURGOS, 239-253-3160, TO MAINTAIN INTEGRITY OF COUNTY SIGN ASSET DATABASE. CONTRACTOR TO FOLLOW TRAFFIC OPERATIONS SIGNING AND PAVEMENT MARKINGS SPECIAL PROVISION DETAILS WHICH INDICATE USING A 2.5"x2.5" GALVANIZED METAL SQUARE TUBULAR SIGN POST.

22. CONCEALED WORK: ALL WORK WHICH WILL NOT BE READILY VISIBLE UPON COMPLETION SHALL NOT BE CONCEALED UNTIL A COUNTY ROADWAY LIGHTING/SIGNAL INSPECTOR GIVES APPROVAL. IN THE EVENT THE FOLLOWING ITEMS ARE CONCEALED, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE THE QUESTIONED ITEM(S) FOR THE INSPECTOR'S APPROVAL, AT NO ADDITIONAL COST TO THE COUNTY. THIS INCLUDES BUT IS NOT LIMITED TO BURIED

OR IMBEDDED CONDUIT, GROUNDING CONDUCTORS, GROUND RODS, AND GROUNDING ARRAYS.

EROSION CONTROL NOTES:

1. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL.

2. SLOPE PROTECTION: ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH THE USE OF TEMPORARY SLOPE DRAINS, TEMPORARY GRASSING, SODDING OR EROSION CONTROL MATS UNTIL PERMANENTLY STABILIZED. SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24

HOURS OR DURING RAINFALL EVENTS.

3. OUTFALL PROTECTION: PROJECT PIPE OR DITCH DISCHARGES INTO OFFSITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH THE USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFFSITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY THE PROJECT ENGINEER FOR

OUTFALL PROTECTION.

4. SYNTHETIC BALES OR SILT FENCES SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFFSITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARD INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED. ANY DAMAGE OR INEFFECTIVE BALES ARE TO BE REPLACED WITH NEW ONES.

SYNTHETIC BALES ARE TO BE PLACED AT THE UPSTREAM END OF EACH MITERED END SECTION. THE PROJECT

ENGINEER MAY SPECIFY OTHER MEASURES AS NECESSARY.

5. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY

COVER OR SYNTHETIC BALES.

6. DETENTION AREAS OR TREATMENT DITCHES AS A GENERAL RULE ARE CONSTRUCTED EARLY IN THE PROJECT SCHEDULE. THESE FACILITIES ARE TO BE CONSTRUCTED TO COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS TO PREVENT EROSION OF THE FACILITY ITSELF. ENVIRONMENTAL CONTROL FEATURES ARE TO BE INSTALLED THROUGHOUT THE PROJECT AS DESCRIBED IN OTHER AREAS OF THE EROSION PLAN TO PREVENT SEDIMENTATION OF THESE FACILITIES. IF SEDIMENTATION DOES OCCUR, THESE FACILITIES ARE TO BE CLEANED AS NECESSARY TO ENSURE PROPER OPERATION DURING CONSTRUCTION AND FOR FINAL ACCEPTANCE.

UTILITY NOTES & LEGEND

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 ...

WATER and WASTEWATER NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC STANDARDS, (LATEST EDITION), COLLIER COUNTY'S DEVELOPMENT STANDARDS AND SPECIFICATIONS, AND COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES STANDARDS MANUAL.

2. OWNER HAS OBTAINED ALL F.D.E.P. WATER AND WASTEWATER CONSTRUCTION PERMITS.

3. ALL COLLIER COUNTY WATER-SEWER DISTRICT UTILITIES (DESIGN CRITERIA, SPECIFICATIONS, AND DETAILS) ARE APPLICABLE TO THIS PROJECT AND ARE MADE PART OF THE CONTRACT DOCUMENTS BY REFERENCE TO CURRENT

COUNTY UTILITY STANDARDS, LOCATED AT THE FOLLOWING WEB ADDRESS:

http://www.colliergov.net/indexaspx?page=389 IN THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITY STANDARDS AND THESE SPECIFICATIONS AND DRAWINGS, THE MORE THE MORE STRINGENT REQUIREMENT SHALL APPLY.

4. ADJUST ALL WATER METER LOCATIONS TO PROPERTY LINE PER DETAIL W-12. CONTRACTOR SHALL MAKE PROVISIONS IN THE BID TO HAVE A LICENSED PLUMBER RELOCATE SERVICE PIPING ON PRIVATE PROPERTY FROM EXISTING METER LOCATION TO PROPOSED METER LOCATION WITH SCH. 80 P.V.C. PIPING, MATCH EXISTING SIZE, 1" MINIMUM. ALL

SERVICE PIPING UNDER DRIVEWAYS SHALL BE WITHIN A 4" SCH. 80 CASING.

5. ALL WATER SERVICES (METER, METER BOX, BACKFLOW, ETC.) SHALL BE LEVELED AND PLUMBED AFTER INSTALLATION.

METER BOXES SHALL BE KEPT FREE OF DEBRIS AND METERS SHALL REMAIN ACCESSIBLE THROUGHOUT THE

DURATION OF THE PROJECT.

6. NEW WATER MAIN AND SERVICE PIPING (FROM MAIN TO CURB STOP AT METER) SHALL BE CONSTRUCTED, PRESSURE TESTED, FULL BORE FLUSHED, & BACTERIOLOGICALLY CLEARED FROM F.D.E.P. CLEARANCE. CONTRACTOR SHALL COORDINATE ALL WATER SYSTEM SAMPLING WITH COUNTY. UPON F.D.E.P. CLEARANCE, WATER MAIN SHALL BE PLACED INTO SERVICE. NEW WATER SERVICES SHALL BE CONNECTED AT EXISTING METER LOCATIONS (COORDINATE TEMPORARY SHUTDOWNS WITH INDIVIDUAL OWNERS) ONCE THE WATER SYSTEM IS CLEARED FOR USE. EXISTING WATER MAINS SHALL REMAIN IN SERVICE FOR ONE (1) WEEK TO ALLOW VERIFICATION OF RECONNECTION OF ALL SERVICES (COUNTY WILL TEMPORARILY SHUT DOWN LINE FOR VERIFICATION). UPON VERIFICATION, CONTRACTOR CAN COMPLETE ABANDONMENT OF EXISTING WATER MAINS. PRIOR TO BEGINNING PRESSURE TESTING OF WATER MAINS, CONTRACTOR TO ENSURE ALL AIR HAS BEEN REMOVED FROM THE MAIN AND THE TESTING PRESSURE STABILIZED FOR

A MINIMUM OF ONE (1) HOUR.

7. ALL POTABLE LINES 4" OR LARGER SHALL BE AWWA C-900 OR DR-18 P.V.C., UNLESS OTHERWISE NOTED. ALL LINES SMALLER THAN 4" SHALL BE SCH 80 POTABLE WATER LINES LOCATED UNDER PAVEMENT AND NON-RESIDENTIAL

DRIVEWAYS SHALL BE AWWA C-900, CLASS 200, DR18, UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL USE 45° BENDS WITH MEGALUGS AT CONFLICTS WITH RESTRAINTS PER DETAIL G-4.

9. NOT ALL PROPOSED BENDS ARE SHOWN IN THE PROPOSED WATER LINE. ADDITIONAL FITTINGS MAY BE REQUIRED TO

BEND THE WATER LINE AS REQUIRED.

10. PROPOSED FIRE HYDRANTS SHALL BE LOCATED AS SHOWN ON UTILITY DETAIL SHEETS. THE CONTRACTOR SHALL PROVIDE AND INSTALL REFLECTIVE PAVEMENT MARKERS PER COLLIER COUNTY STANDARDS AT PROPOSED FIRE

HYDRANTS.

11. THE TOP OF ALL WATER LINES SHALL BE LOCATED A MINIMUM OF 30" AND A MAXIMUM OF 48" BELOW FINISHED

GRADE, UNLESS OTHERWISE NOTED.

12. ALL WATER SERVICE TAPPING SADDLES SHALL BE STAINLESS STEEL FORD MODEL FS313 OR ROMAX MODEL 306.

13. THE CONTRACTOR SHALL PLACE PROPOSED VALVES AS SHOWN. THE VALVE BOX SHALL NOT BE PLACED IN PAVEMENT

OF DRIVEWAY AREAS, UNLESS OTHERWISE NOTED.

14. IN CASE OF ANY SERVICE INTERRUPTION DUE TO THE CONTRACTOR'S ACTIVITIES, THE WATER DEPARTMENT WILL CALL THE CONTRACTOR, AND IF THEY DO NOT RESPOND VIA PHONE WITHIN 1 HOUR AND ARRIVE ONSITE WITHIN THE SECOND HOUR, THE COUNTY WILL COMPLETE THE REPAIR AND INVOICE THE CONTRACTOR. THE CONTRACTOR WILL BE INVOICED ON A TIME AND MATERIAL (T&M) BASIS, WITH A MINIMUM OF 2 HOURS AT $82 AN HOUR. PRIVATE WATER

CHARGES AS A RESULT OF THE CONTRACTORS WORK SHALL BE PAID FOR BY THE CONTRACTOR.

15. LOCATION MARKERS ARE TO BE PLACED AT THE FOLLOWING LOCATIONS:

a. EVERY ON HUNDRED (100) FEET ALONG THE PROPOSED WATER MAIN

b. ONE (1) AT EVERY SERVICE LATERAL END

c. ONE (1) AT EVERY FITTING, BEND, OR CHANGE IN ALIGNMENT, AND VALVES

d. TWO (2) ON LONG SERVICES ONE AT MAIN, ONE NEAR ROAD

e. ONE (1) ON SHORT SERVICES NEAR THE ROAD

16. DESIGN IS BASED UPON SURVEY PERFORMED BY GRADYMINOR FROM FEBRUARY AND MARCH, 2020. DESIGN IS ALSO

BASED ON RECORD DRAWINGS DATED 6/1976.

17. CONTRACTOR TO UTILIZE METALIZED TAPE AND MARKER BALLS FOR ALL UNDERGROUND PIPING PER COUNTY STANDARDS. ADDITIONALLY, ALL PRESSURE PIPING AND SERVICES LARGER THAN 2" SHALL BE INSTALLED WITH A #12

AWG LOCATING TONE WIRE.

18. CONTRACTOR SHALL INSTALL AIR RELEASE VALVES AT ALL HIGH POINTS AS DETERMINED BY THE APPROVED AS-BUILT

PROFILE IN ADDITION TO THE AIR RELEASE VALVES SHOWN ON THE DRAWINGS.

19. CONTRACTOR TO LOCATE EXISTING/PROPOSED SAN. SEWER SERVICES, FORCEMAIN, AS WELL AS ANY STORMWATER

CONFLICTS, AND DEFLECT WATER MAIN AS REQUIRED TO AVOID CONFLICTS.

20. CONTRACTOR TO VERIFY WITH COLLIER COUNTY FIRE DEPARTMENT FOR PLACEMENT OF HYDRANTS WITHIN THE

RIGHT-OF-WAY.

21. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL LOCATE BY POT HOLING OR SOFT DIGGING ALL UTILITIES WITHIN THE LIMITS OF THE PROJECT AND PROVIDE THE COUNTY, EOR, AND CEI A REPORT (BEFORE CONSTRUCTION) OF THE FINDINGS AT EACH LOCATION THAT INCLUDES THE STATION AND OFFSET, LOCATION, UTILITY TYPE, DEPTH FROM GRADE, SIZE, MATERIAL, DATE, TIME, AND A MINIMUM OF (2) PICTURES (AN OVERALL SITE PICTURE AND A PICTURE OF THE UTILITY FOUND). THE CONTRACTOR SHALL MARK THE FOUND UTILITY WITH A WOODEN LATH AND

RIBBON, WITH THE UTILITY TYPE FOUND, SIZE, AND DEPTH WRITTEN ON THE LATH.

22. ALL WATER LINES AND FORCE MAINS SHALL HAVE MINIMUM OF FIVE FEET (5') CLEARANCE FROM DRAINAGE STRUCTURES, LIGHT POLE BASES AND MAST ARM BASES. DEFLECT AS REQUIRED TO AVOID CONFLICTS.

TOTAL LENGTH OF WATER MAIN:

· 4700 LF OF 12" C-900 PVC

TOTAL LENGTH OF FORCEMAIN:

· 4450 LF OF 8" C-900 PVC

LEGEND:

EX. MITERED END SECTION EX. SANITARY SEWER

EX. CATCH BASIN EX. WATERMAIN

PROPOSED YARD DRAIN EX. FORCEMAIN

PROPOSED CATCH BASIN EX. STORM SEWER

PROPOSED MITERED END SECTION PROPOSED FORCEMAIN & PLUG VALVES

PROPOSED FIRE HYDRANT & TEE PROPOSED WATERMAIN & GATE VALVES

PROPOSED GRADE PROPOSED STORM SEWER13.65

SUMMARY OF DRAINAGE

STRUCTURES

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 ...

SUMMARY OF DRAINAGE STRUCTURES

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .��

SUMMARY OF DRAINAGE STRUCTURES

DATE DESCRIPTION

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects

Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

VETERANS BLVD.

EXTENSION - PHASE 1 60198 .��

SUMMARY OF DRAINAGE STRUCTURES

87+00 88+00 89+00 90+00 91+00

R2'

R4'

PROPOSED HIGH SCHOOL SITE

87+00 88+00 89+00 90+00 91+00

R50'

R5 0'

VETERANS MEMORIAL BLVD.

R14.5'

+15.84

14.50 L

+48.35

54.50 R

+98.53

75.00 R

+26.77

41.50 R

+66.04

14.50 L

+66.04

14.50 R

+10.44

9.00 R

+10.44

13.00 R

+48.39

43.50 L

+68.39

43.50 L

+58.45, 41.49 L

BEGIN TYPE

'F` C&G

+58.45, 52.50 R

BEGIN TYPE

'F` C&G

+15.85

14.50 R

+79.57

75.00 R

+54.35

66.23 R

+62.35

65.98 R

+58.79, 57.50 L

BEGIN CONC. SWK

+58.45, 64.50 R

BEGIN CONC. SWK

N 89° 09' 03.05" E +08.45, 11.14 R

BEGIN 4' TYPE IV

CONC. SEPARATOR

+90.33

75.00 R

+14.28

53.50 R

R4 0 '

+01.34

0.01 R

R14.5'

+06.18

94.85 R

+76.77

91.50 R

+80.54 0.00

+63.85

13.00 L

+52.86

13.00 L

+52.85

13.00 R

+63.85

13.00 R

S-126

STA. 88+88.75, OFF: 91.9 L

CONST. Index No. 430-021 - Cross Drain MES with 1:4 Slope - Single Round Conc.

Pipe

FL 6.25 S

S-127

STA 88+88.75 (-42.75 L)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 13.08

FL 6.60 N

FL 7.37 S

S-128

STA 88+88.77 (53.75 R)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 7.87 N

S-127

S-128

S-126

49 LF of 24"

RCP @ -0.71%

96 LF of 24"

RCP @ -0.52%

+56.77

52.50 R

+68.35

55.92 R

+08.45, 41.50 L

BEGIN GRAVEL

TRANSITION AREA

+08.45, 52.50 R

BEGIN GRAVEL

TRANSITION AREA

M

AT

C H

LI

N E

S

TA

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

0 40'20'

SCALE: 1" = 40'

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

50.5'

6' CONC.

SWK

28.5'

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

BEGIN PROJECT

BEGIN ROADWAY

IMPROVEMENTS

STA. 87+08.45

27.0'

38.0'94 LF TYPE K

TEMPORARY

CONCRETE BARRIER

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

TYPE 'F' CURB

AND GUTTER

25.0'

TYPE 'F' CURB

AND GUTTER

4'

S

OD

FUTURE HIGH SCHOOL

ENTRANCE (TO BE

CONSTRUCTED BY

OTHERS)

MATCH FUTURE

SCHOOL SWK

PGL RT

PGL LT

TIE INTO FUTURE HIGH

SCHOOL TURNOUT

10' CONC.

PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

PAVERS PER DETAIL

ON SHEET 9

CR-F

CR-K

10' CONC.

PATHWAY

PAVERS PER DETAIL

ON SHEET 9

MATCHLINE - SEE POND

DETAIL SHEET 65

30.0'

R

OAD

E S M T

CR-A

CR-E

CR-E

CR-K

PROP. IRRIGATION

SLEEVE (SEE UTILITY

ADJUSTMENT SHEETS)

GRAVEL TO

BE 57 STONE

POLE NO. 25

CKT. A-1,3

FIXTURE ON

UPRIGHT

POLE NO. 24

CKT. A-5,7

POLE NO. 23

CKT. A-5,7

POLE NO. 24

CKT. A-1,3

FIXTURE ON

UPRIGHT

AutoCAD SHX Text

R. DANIEL FLYNN, P.E. FLORIDA P.E. LICENSE NO. 76205

92+00 93+00 94+00 95+00 96+00 97+00

11+00

12+00

12+79

DRY DETENTION POND 2

VETERANS MEMORIAL BLVD.

IMPERIAL GOLF CLUB

92+00 93+00 94+00 95+00 96+00 97+00

N 89° 09' 03.05" E

+24.88, 9.00 R

END 4' TYPE

IV CONC.

SEPARATOR

+24.88, 13.00 R

END 4' TYPE IV

CONC. SEPARATOR

+24.80, 7.51 R

BEGIN TYPE

'F` C&G

+24.88, 14.50 R

BEGIN TYPE

'F` C&G

+24.79

14.50 L

S-139

STA 93+99.90 (-69.94 L)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C w/ 4' Sump

RIM EL. = 11.50

FL 6.30 S

S-140

STA 94+00.04 (-42.75 L)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 6.50 N

FL 7.37 S

S-141

STA 94+00.08 (42.75 R)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 7.87 N

S-140

S-141

S-136

S-139

S-135

S-138

S-137

LF

o f

R C P

0.

178 LF of 48"

RCP @ -0.27%

27 LF of 24" RCP @ -0.74%

85 LF of 24" RCP @ -0.58%

S-135

STA. 91+60.52, OFF: 114.9 L

CONST. Index No. 430-021 - Cross Drain MES with 1:4 Slope - Single Round Conc.

Pipe

FL 7.00 SE

S-136

STA 91+98.02 (-96.43 L)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type D w/ 2' Sump w/ 1/4" Thick Aluminum Baffle Around All Four Sides. Bottom of Baffle to be at El. 10.5 and Top of Baffle to be at El. 12.4

RIM EL. = 11.50

FL 7.00 NW

S-137

STA 91+86.10 (-85.83 L)

CONST. Index No. 425-001 - Type J-8 Manhole (Eccentric Cone with 2-Piece Cover, 7'x5' Rectangular Structure Bottom) w/ 2' Sump

RIM EL. = 13.80

FL 0.76 N

FL 0.76 S

S-138

STA 92+21.30 (88.70 R)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type H (3 Grates) w/ 4' Sump

RIM EL. = 8.00

FL 0.28 N

42 LF of 30"

RCP @ 0.00%

+26.00, 61.50 R

BEGIN FUTURE WALL

(BY OTHERS)

100' D R

AIN

AGE

U

TILITY E

S M T

(Im perial Golf E states P h 1, P

B 12, P

G 61)

0 40'20'

SCALE: 1" = 40'

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

00TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0' 25.0'

4' TYPE IV CONCRETE

TRAFFIC SEPARATOR

27.0'

R/W LINE

R/W LINE

50.5' 28.5'

M

AT

C H

LI

N E

S

TA

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC.

PATHWAY

MATCHLINE - SEE POND

DETAIL SHEET 65

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

EX. C.L. FENCE

TO REMAIN

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

30.0'

R

OAD

E S M T

PAVERS PER DETAIL

ON SHEET 9

PROP. CONC.

MAINTENANCE

ACCESS DRIVE

FUTURE WALL

(BY OTHERS)

PROP. GATE

POLE NO. 23

CKT. A-1,3

POLE NO. 22

CKT. A-1,3

POLE NO. 21

CKT. A-1,3

POLE NO. 19

CKT. A-5,7POLE NO. 20

CKT. A-5,7

POLE NO. 21

CKT. A-5,7

AutoCAD SHX Text N

97+00 98+00 99+00 100+00 101+00 102+00

DRY DETENTION POND 2

97+00 98+00 99+00 100+00 101+00 102+00

IMPERIAL GOLF CLUB

VETERANS MEMORIAL BLVD.

N 89° 09' 03.05" E

0 40'20'

SCALE: 1" = 40'

M

AT

C H

LI

N E

S

TA

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

2+

50TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0'

25.0'

27.0'

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC. PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

27.0'

25.0'

27.0'

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

R/W LINE

R/W LINE

100' D R

AIN

AGE

U

TILITY E

S M T

(Im perial Golf E states P h 1, P

B 12, P

G 61)

FUTURE WALL

(BY OTHERS)

PROP. IRRIGATION

SLEEVE (SEE UTILITY

ADJUSTMENT SHEETS)

POLE NO. 18

CKT. A-1,3

POLE NO. 19

CKT. A-1,3

POLE NO. 20

CKT. A-1,3

POLE NO. 18

CKT. A-5,7 POLE NO. 17

CKT. A-5,7

POLE NO. 16

CKT. A-5,7

AutoCAD SHX Text

TRACT B

AutoCAD SHX Text N

12'PUE

103+00 104+00 105+00 106+00 107+00

VETERANS MEMORIAL BLVD.

IMPERIAL GOLF CLUB

103+00 104+00 105+00 106+00 107+00

DRY DETENTION POND 2

N 89° 08' 46.05" E

PI STA: 105+28.80

N 89° 09' 03.05" E

S-143

S-144

S-142 27 LF of 24"

RCP @ -0.56%

85 LF of 24"

RCP @ -0.58%

S-142

STA 103+00.08 (-69.52 L)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C w/ 4' Sump

RIM EL. = 11.50

FL 6.30 S

S-144

STA 103+00.07 (42.75 R)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 7.87 N

S-143

STA 103+00.07 (-42.75 L)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 6.45 N

FL 7.37 S

0 40'20'

SCALE: 1" = 40'

M

AT

C H

LI

N E

S

TA

2+

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

7+

50TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0' 25.0'

27.0'

R/W LINE

R/W LINE

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC.

PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

27.0' 25.0'

27.0'

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

100' D R

AIN

AGE

U

TILITY E

S M T

(Im perial Golf E states P h 1, P

B 12, P

G 61)

70' D R

AIN

AGE

E

AS

E M E N T

FUTURE WALL

(BY OTHERS)

POLE NO. 15

CKT. A-1,3POLE NO. 16

CKT. A-1,3

POLE NO. 17

CKT. A-1,3

POLE NO. 13

CKT. A-5,7POLE NO. 14

CKT. A-5,7POLE NO. 15

CKT. A-5,7

AutoCAD SHX Text N

108+00 109+00 110+00 111+00 112+00 113+00

VETERANS MEMORIAL BLVD.

IMPERIAL GOLF CLUB

108+00 109+00 110+00 111+00 112+00 113+00 N 89° 08' 46.05" E

S-146

S-147

S-145

27 LF of 24" RCP @ -1.13%

85 LF of 24" RCP @ -0.58%

S-147

STA 112+00.00 (42.75 R)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 7.87 N

S-146

STA 112+00.00 (-42.75 L)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 6.60 N

FL 7.37 S

S-145

STA 112+00.01 (-69.29 L)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C w/ 4' Sump

RIM EL. = 11.50

FL 6.30 S

0 40'20'

SCALE: 1" = 40'

M

AT

C H

LI

N E

S

TA

7+

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

3+

00TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0'

25.0' 27.0'

R/W LINE

R/W LINE

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC.

PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

27.0' 25.0'

27.0'

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

70' D R

AIN

AGE

E

AS

E M E N T

FUTURE WALL

(BY OTHERS)

POLE NO. 10

CKT. A-5,7POLE NO. 11

CKT. A-5,7POLE NO. 12

CKT. A-5,7

POLE NO. 12

CKT. A-1,3

POLE NO. 13

CKT. A-1,3POLE NO. 14

CKT. A-1,3

AutoCAD SHX Text N

113+00 114+00 115+00 116+00 117+00 118+00

VETERANS MEMORIAL BLVD.

DRY DETENTION POND 2

IMPERIAL GOLF CLUB

N 89° 08' 46.05" EN 89° 08' 46.05" E

0 40'20'

SCALE: 1" = 40'

M

AT

C H

LI

N E

S

TA

3+

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

8+

50TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0'

25.0'

27.0'

R/W LINE

R/W LINE

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC. PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

27.0' 25.0'

27.0'

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

70' D R

AIN

AGE

E

AS

E M E N T

FUTURE WALL

(BY OTHERS)

POLE NO. 7

CKT. A-5,7

POLE NO. 8

CKT. A-5,7POLE NO. 9

CKT. A-5,7

POLE NO. 9

CKT. A-1,3

POLE NO. 10

CKT. A-1,3

POLE NO. 11

CKT. A-1,3

AutoCAD SHX Text

TRACT B

AutoCAD SHX Text N

119+00 120+00 121+00 122+00 123+00 124+00 119+00 120+00 121+00 122+00 123+00 124+00

VETERANS MEMORIAL BLVD.

IMPERIAL GOLF CLUB

DRY DETENTION POND 2

N 89° 08' 46.05" E

S-149

S-150

S-148 27 LF of 24"

RCP @ -0.75%

85 LF of 24" RCP @ -0.58%

S-149

STA 121+00.00 (-42.75 L)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 6.50 N

FL 7.37 S

S-150

STA 121+00.00 (42.75 R)

CONST. Index No. 425-021 - Curb Inlet Type 6 with Rectangular Structure Bottom

EOP EL. = 12.87

FL 7.87 N

S-148

STA 121+00.01 (-69.45 L)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C w/ 4' Sump

RIM EL. = 11.50

FL 6.30 S 0 40'20'

SCALE: 1" = 40'

M

AT

C H

LI

N E

S

TA

8+

ROADWAY PLAN

REVISIONS

SHEET

NO.

DATE DESCRIPTION GradyMinor

Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266

Q. Grady Minor and Associates, P.A.

3800 Via Del Rey

Bonita Springs, Florida 34134

Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380

COLLIER COUNTY

ROAD NO. COUNTY PROJECT NO.

60198 .VETERANS BLVD.

EXTENSION - PHASE 1

M

AT

C H

LI

N E

S

TA

4+

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

TYPE 'F' CURB

AND GUTTER

27.0'

25.0'

27.0'

R/W LINE

R/W LINE

R/W LINE

R/W LINE

℄ CONST. VETERANS

MEMORIAL BLVD.

PGL RT

PGL LT

10' CONC. PATHWAY

6' CONC. SWK

4'

S

OD

4'

S

OD

4'

S

OD

4'

S

OD

27.0' 25.0'

27.0'

LE*END

PROP. NEW CONSTRUCTION

PROP. PAVEMENT MILL & RESURFACE

70' D R

AIN

AGE

E

AS

E M E N T

FUTURE WALL

(BY OTHERS)

POLE NO. 4

CKT. A-5,7

POLE NO. 5

CKT. A-5,7POLE NO. 6

CKT. A-5,7

POLE NO. 5

CKT. A-1,3

POLE NO. 6

CKT. A-1,3

POLE NO. 7

CKT. A-1,3

POLE NO. 8

CKT. A-1,3

AutoCAD SHX Text N

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VETERANS MEMORIAL BLVD.

IMPERIA…