1374744dwg15of27_Vol2-Sht 202-212.pdf

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

C1

CONC.ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS DETAIL

NOT TO SCALE

C3

CONCRETE CATCH BASIN DETAIL

NOT TO SCALE

A1

CONCRETE CATCH BASIN DETAIL

NOT TO SCALE

A3

FRAME, GRATES, AND HOOD DETAIL

CP510

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

C1

FRAME, GRATES, AND HOOD DETAIL

NOT TO SCALE

C3

CONCRETE DROP INLET DETAIL

NOT TO SCALE

A1

BRICK DROP INLET DETAIL

NOT TO SCALE

A3

DROP INLET FRAME AND GRATES DETAIL

CP511

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

C1

CONCRETE GRATED DROP INLET TYPE 'D' DETAIL

NOT TO SCALE

C3

TRAFFIC BEARING JUNCTION BOX DETAIL

NOT TO SCALE

A1

TRAFFIC BEARING JUNCTION BOX DETAIL

NOT TO SCALE

A3

TRAFFIC BEARING GRATED DROP INLET DETAIL

CP512

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

C1

TRAFFIC BEARING GRATED DROP INLET DETAIL

NOT TO SCALE

C3

DRIVEWAY DROP INLET DETAIL

NOT TO SCALE

A1

PRECAST ENDWALL FOR PIPE CULVERTS DETAIL

CP513

209+00

210+00

211+00

212+00

P C

P T

M C

H U

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D

B

IR

C H

S

TR

E E

T

CROSS STREET

21.92'

22.05'

22.37'

22.87'

23.32'

23.58'

22.53'

22.41'

22.29'

22.17'

22.72'

22.94'

23.70'±

MATCH EX.

23.59'±

MATCH EX.

22.28'±

MATCH EX.

22.55'±

MATCH EX.

21.02'±

MATCH EX.

19.46'±

MATCH EX.

19.66'±

MATCH EX.

20.66'±

MATCH EX.

20.56'±

MATCH EX.

21.58'

21.46'

21.17'±

MATCH EX.

+18.78

26.00 LT

ELEV.=22.11'

+55.60

31.26 LT

ELEV.=22.23'

+32.48

35.00 LT

ELEV.=22.15'

+34.90

24.72 RT

ELEV.=22.36'

+39.23

34.00 RT

ELEV.=21.39'

+96.45

34.06 RT

ELEV.=22.62'

+47.37

38.00 LT

ELEV.=21.73'

+99.66

50.00 LT

ELEV.=24.05'

+69.61

26.00 RT

ELEV.=21.76'

15"RCP

R

C

P

R

C P1

R

C

P

R

C

P

23.12'

21.74'

21.88'

22.21'

6.0'

6.0'

8.0'

FL 21.84'

FL 19.95'

23.19'

SPECIAL DITCH 1

SPECIAL DITCH 3

SPECIAL DITCH 2

Δ=088°27'48.84"

R=50.00

L=694.56

T=48.68

Δ=089°23'29.50"

R=50.00

L=303.70

T=49.47

Δ=088°29'13.31"

R=45.00

L=69.50

T=43.83

Δ=083°24'22.79"

R=50.00

L=72.79

T=44.55

SPECIAL DITCH 10

SPECIAL DITCH 3

6.0

8.0'

C

P

M c

H

U

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP100 THRU CP101 FOR

ROADWAY PLANS.

3. SEE SHEETS CD100 THRU CD101 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP200 THRU CP201 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND MCHUGH BLVD.

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

1" = 20'

CP701

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

219+00 220+00 221+00

222+00

P C

W

A

L

L

A

E

K

D

BIRCH STREET

W A

L L A

E

K

24.12' 24.25' 24.37' 24.45'

24.49'

P

PT: 901+53.52

24.36'

24.38'

23.65'

23.01'

22.40'±

MATCH EX.

22.17'±

MATCH EX.

22.49'±

MATCH EX.

22.28'±

MATCH EX.

23.43'

+77.10

38.00 RT

ELEV.=22.99'

+51.28

50.00 RT

ELEV.=23.25'

+58.17

50.00 RT

ELEV.=23.34'

+97.62

26.00 LT

ELEV.=23.87'

+48.47

12.79 LT

MATCH EX. ELEV.

+49.55

25.19 RT

MATCH EX. ELEV.

19.00'

21.51'

24.77'

24.91'

20.70'

23.39'

23.32'

23.70'

23.31'

23.59'

23.07'

SPECIAL DITCH 4

Δ=089°56'39.59"

R=35.00

L=54.94

T=34.97

Δ=092°34'24.78"

R=50.00

L=80.78

T=52.30

Δ=089°18'36.79"

R=35.00

L=54.56

T=34.58

DITCH BY OTHERS SEE

MILCON PROJECT #

1430180

SPECIAL DITCH 5

23.00'

23.31'

+66.52

27.34 LT

MATCH EX. ELEV.

+66.08

19.35 LT

MATCH EX. ELEV.

C

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP101 THRU CP102 FOR

ROADWAY PLANS.

3. SEE SHEETS CD101 THRU CD102 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP201 THRU CP202 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND WALLACE CREEK RD.

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

1" = 20'

CP702

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

258+00

B

I R

S

T

R

E

E

T

R

C

P

R

C

P

18"RCP

18"R C

P

23.55'

23.85'

24.23'

24.60'

24.98'

25.35'

P

C

24.57'

24.72'

24.87'

25.01'

24.71'

25.01'

MATCH EX.

25.01'

MATCH EX.

+38.87

38.00 RT

ELEV.=23.12'

+95.59

39.50 RT

FL ELEV.=23.89'

+63.72

58.23 RT

FL ELEV.=24.13'

+85.30

114.54 RT

ELEV.=23.62'

+99.92

39.00 LT .

ELEV.=23.84'

+40.11

37.00 LT

ELEV.=23.98'

+68.19

25.94 LT

ELEV.=24.11'

+33.27

14.00 LT

ELEV.=24.61'

+20.70

95.46 RT

ELEV.=23.85'

+93.09

138.86 RT

ELEV.=23.87'

23.81'

+46.13

51.49 RT

ELEV.=23.83'

FL 24.30'

23.98'

FL 24.01'

23.37'

23.40'

23.56'

8.0

25.19'

24.95'

S

E

R

V

I

E

X

C

H

A

N

G

I V

E

W

A

Y

Δ=070°08'57.00"

R=50.00

L=61.22

T=35.11

Δ=070°08'57.00"

R=50.00

L=61.22

T=35.11

Δ=070°08'57.00"

R=50.00

L=61.22

T=35.11

Δ=070°08'57.00"

R=50.00

L=61.22

T=35.11

24.78'

+17.34

61.71 LT .

ELEV.=24.30'

+88.25

85.42 LT .

ELEV.=24.35'

R58.0'

R33.5'

+57.32

70.04 RT

FL ELEV.=24.35'

23.40'

MATCH EX.

23.25'

MATCH EX.

C

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEET CP105 FOR ROADWAY PLAN.

3. SEE SHEET CD105 FOR DEMOLITION PLAN.

4. SEE SHEET CP205 FOR PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND SERVICE RD.

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

1" = 20'

CP703

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

262+00 263+00

264+00

265+00 266+00 267+00

BIRCH STREET

R

C

P

"R

C P

15"RCP

R

C

P

25.67'

25.41'

25.20'

25.11'

25.14'

25.30'

25.55'

25.80'

25.99'

26.10'

25.14'

24.95'

25.11'

24.93'

24.90'

25.22'

25.51'

24.97'

25.12'

24.93'

24.89'

25.10'

25.67'

25.21'

25.75'

25.45'

25.49'

25.19'

25.28'

24.98'

24.91' 24.89'

25.02'

24.98'

FL 24.42'FL 24.63'FL 24.89'

FL 24.20'

24.93'

24.89'

FL 24.28' FL 24.78 FL 24.97FL 24.53'

24.92'

25.00'

25.25' 25.36'

25.08'

24.54'

25.61'

25.33'

24.79'

25.86'

25.58'

25.04'

26.05'

25.77'

25.23'

24.67' 24.41' 24.20'

FL 24.02'

25.82'

23.41'

24.33'

24.15'

24.45'

25.15'

E X

C H

A N

G E

D R

I V

E W

A Y

W E

N D

Y S

+15.74

85.04 RT

ELEV.=24.57'±

MATCH EX.

+49.13

85.41 RT

ELEV.=24.49'±

MATCH EX.

+15.46

62.22 LT

ELEV.=23.25'±

MATCH EX.

+37.04

62.22 LT

ELEV.=23.07'±

MATCH EX.

25.54'

24.91'

SPECIAL DITCH 6

B L D

G

D R

I V

E W

A Y

23.65'

23.85'

P T

23.83'

24.83'

23.86'

EX. 23.37'

24.52'

23.42'

EX. 23.08'

24.20'

24.34'

MATCH EX.

24.37'

MATCH EX.

C

R

E

E

K

N

E

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S

E

R

V

I

C

E

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O

A

D

H

O

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C

P

C

P

C

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C

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D N A

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TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP105 THRU CP106 FOR

ROADWAY PLANS.

3. SEE SHEETS CD105 THRU CD106 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP205 THRU CP206 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND EXCHANGE DRIVEWAY LEFT OVER

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

1" = 20'

CP704

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

BIRCH STREET

12"RCP

R

C P

R

C P

R

C P

R

C

P

R

C

P

R

C P

30"RCP

15"RCP

15"RCP

"R

C P

R

C P

R

C P

30"RCP

R

C

P

R

C P

15"RCP

R

C

P

25.07' 25.18'

25.45'

25.82'

26.04'

25.94'

25.72' 25.72' 25.94'

24.87'

25.30'

24.46'

25.24'

23.63'

FL 23.25'

24.82'

25.22'

26.50'

24.27'

24.93'

25.12'

25.29'

24.86'

24.88'

25.93'

25.43'

25.42

25.46'

25.41'

25.24'

24.83'

25.02'

25.21'

24.81'

H O

L C

O M

B

B

L V

D

25.00'

24.94'

25.27'

25.21'

25.07'

8.0'

25.30'

Δ=086°47'35.04"

R=50.00

L=270.92

T=47.28

Δ=090°04'42.88"

R=52.00

L=81.75

T=52.07

SPECIAL DITCH 7

Δ=077°42'20.53"

R=67.00

L=90.87

T=53.97

Δ=073°41'58.81"

R=95.00

L=122.20

T=71.20

25.23'

25.24'

25.30'

24.65'

25.34'

25.65'

MATCH EX.

25.57'

MATCH EX.

25.63'

MATCH EX.

24.17'

MATCH EX.

24.00'

MATCH EX.

24.55'

MATCH EX.

24.39'

MATCH EX.

C

R

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A

D

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IE

S E

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IN

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C O

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ID

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P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEETS CP106 THRU CP107 FOR

ROADWAY PLANS.

3. SEE SHEETS CD106 THRU CD107 FOR

DEMOLITION PLANS.

4. SEE SHEETS CP206 THRU CP207 FOR

PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND HOLCOMB BLVD.

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

FEET

0 20 40

1" = 20'

CP705

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

305+00 306+00 307+00 308+00 309+00

BIRCH STREET

15"RCP

R

C P

R

C P

25.39'

25.13'

24.82' 24.87' 24.29'

FL 25.45'

FL 24.53'

24.78'

24.87'

24.50'

+90.96

25.18 LT

ELEV.=25.09'

+93.58

13.39 LT

ELEV.=23.80'±

MATCH EX.

+78.46

34.26 LT

ELEV.=23.73'±

MATCH EX.

+70.46

34.31 LT

ELEV.=23.82'±

MATCH EX.

+69.96

56.00 LT

ELEV.=24.76'

+48.43

12.00 RT

ELEV.=24.55'

+74.83

12.00 RT

ELEV.=24.92'

D U

N C

R

E E

T

ADJUST RIM TO

EL=24.54±'

Δ=089°23'52.83"

R=35.00

L=54.61

T=34.63

FL 25.14'

FL 25.35'

25.76'

25.49'

25.06'

8.0'

D

U

N

C

A

N

B

I

R

R

E

E

T

C

P

C

P

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEET CP110 FOR ROADWAY PLANS.

3. SEE SHEET CD110 FOR DEMOLITION PLANS.

4. SEE SHEET CP210 FOR PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

A1

INTERSECTION DETAIL - BIRCH STREET AND DUNCAN STREET

PLAN

NORTH

PLAN

NORTH

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

SCALE: 1" = 20'

FEET

0 20 40

1" = 20'

CP706

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

618+00

P

C

P T

P

R

25.29'

26.52'±

25.29'

25.29'

+26.33

50.00 LT

ELEV.=25.80'

+14.33

50.00 LT

ELEV.=26.05'

25.91'±

MATCH EX.

25.23'

24.23'

26.64'±

26.73'±

26.69'±

26.47'±

26.51'±

26.60'±

+47.38

12.00 RT

ELEV.=24.94'

+39.62

71.32 LT

ELEV.=23.90'±

MATCH EX.

+39.78

78.31 LT

ELEV.=23.59'±

MATCH EX.

+79.74

79.43 LT

ELEV.=25.39'±

MATCH EX.

+79.45

72.38 LT

ELEV.=25.37'±

MATCH EX.

8.0

8.0'

H O

L C

O M

B

B

L V

D

S

E

R

V

I

Δ=090°00'00.00"

R=27.00

L=145.49

T=27.00

Δ=090°00'00.00"

R=37.00

L=246.10

T=37.00

+37.59

12.00 LT

ELEV.=24.74'

26.52'

25.68'

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C

P

C

P

C

P

C

P

C

P

R

O

A

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GENERAL NOTES

1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES

AND LEGEND.

2. SEE SHEET CP117 FOR ROADWAY PLANS.

3. SEE SHEET CD117 FOR DEMOLITION PLANS.

4. SEE SHEET CP217 FOR PROFILES.

5. SEE SIGNING AND PAVEMENT MARKING PLANS

FOR SIGN REMOVAL AND RELOCATION

INFORMATION.

6. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC

SIGNAL REMOVAL, MODIFICATIONS, AND NEW

SIGNAL INSTALLATIONS.

7. ALL SPOT ELEVATIONS REFER TO EDGE OF

PAVEMENT, UNLESS OTHERWISE NOTED.

KEY PLAN

WORK NOTES

1" = 20'

A1

INTERSECTION DETAIL - HOLCOMB BLVD. AND SERVICE ROAD

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 20'

FEET

0 20 40

CP707

GRAVEL SURFACE

A3

CP507

A3

2020-06-12T10:20:14-0400

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2020-06-12T10:20:31-0400