1374744dwg12of27_Vol1-Sht 181-189.pdf

SOIL

STABILIZATION

BLANKET

B/M

CONCRETE

WASH AREA

SF

CE

CWA

IP

OUTLET

PROTECTION

SPEC 6.41

OP

CHECK DAM

SPEC 6.87

CD

PERMANENT

SODDING

PS

PS

B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

INLET

PROTECTION

SPEC 6.52

CONSTRUCTION

ENTRANCE

SPEC 6.06

SILT FENCE

TITLE KEY SYMBOL

CULVERT INLET

PROTECTION

CIP

A2

CC502

A3

CC501

A4

CC505

A1

CC501

A4

CC503

A1

CC503

A4

CC504

B2

CC504

DETAIL

DRAINAGE FLOW ARROW

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

B

I

R

C

H

S

T

R

E

E

T

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

36"RCP

36"RCP

IP

IP

SF

SF

R

C

P

36"R C

P

IP

OP

800I

SF

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES

AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET CC500 FOR EROSION AND

SEDIMENT CONTROL NOTES.

3. SEE SHEETS CP203 FOR NEW ROADWAY PLAN.

4. ALL AREAS OF DISTURBANCE OUTSIDE THE

LIMITS OF NEW PAVEMENT SHALL BE

PERMANENTLY RESTORED WITH 4 INCHES OF

TOPSOIL AND PERMANENT SOD. EROSION

CONTROL BLANKET SHALL BE USED

WHEREVER FINISHED GRADE SLOPE IS 3H:1V

OR GREATER.

5. EROSION AND SEDIMENT CONTROL FOR

UTILITY CONSTRUCTION SHALL BE PROVIDED IN

ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION SHALL ONLY BE FOR AREAS

WITHIN THE DELINEATED LIMIT OF

DISTURBANCE. WHEN SAME DAY

STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL SHALL BE

PLACED ON THE HIGH SIDE OF THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION SHALL

BE BACKFILLED, COMPACTED, AND

STABILIZED AT THE END OF EACH WORKING

DAY.

6. FOLLOWING INITIAL SOIL DISTURBANCE OR

RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE

COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS,

DITCHES AND SLOPES 3H:1V OR STEEPER;

AND

B. SEVEN (7) CALENDAR DAYS IF DISTURBED

AREAS ARE NOT UNDER ACTIVE GRADING.

LEGEND

CC204

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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

PLAN

NORTH

KEY PLAN

B1

EROSION AND SEDIMENT CONTROL PLAN - HOLCOMB BLVD.

A1

EROSION AND SEDIMENT CONTROL PLAN - HOLCOMB BLVD.

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

C

C

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C

P r o j e c t s

W o r k i n g e m p

F i l e s

N

C

O n e

M a

O t h o i m a g e r y x w m s

R

5.3'

18.0' 24.0' 36.0' 27.0'

18.0' TYP.

T Y

P

R4.5'

TYP

R4.5'

TYP

85.0'

R10.0'

R88.0'

R15.0'

TIE TO EXISTING

R15.0'

R15.0'

31.2'

R5.0'

TIE TO EXISTING

TIE TO EXISTING

R82.7'

TIE TO EXISTING

10.7'

8.0'

M

TI

TI

T2

TE

B

B

I

H

I

I

L

L

H

I

I

B

B

B

P C

P

42 L.F.

R112.5'

C o j e c t s

W o r k i l e s

N

C

O n e

M t h o i m a g e r y x w m s

G

DUNKIN' DONUTS DRIVE

N A

V A

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FA

C

IL

IT

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IN

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E R

IN

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C O

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ID

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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

PLAN

NORTH

WORK NOTES

KEY PLAN

GENERAL NOTES

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

NOTES AND LEGEND.

2. SEE SHEET CE201 FOR EXISTING

CONDITIONS PLANS.

3. SEE SHEET CD201 FOR DEMOLITION

AND REMOVAL ITEMS.

4. SEE SHEET CC201 FOR EROSION AND

SEDIMENT CONTROL PLANS.

5. SEE SHEET CG201 FOR GRADING

PLAN.

6. SEE SHEET C-014 AND C-022 FOR

STORM DRAINAGE STRUCTURE

SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR

SURVEY CONTROL BASELINE

GEOMETRY.

CS201

PAVEMENT MARKINGS

T2 WHITE STOP BAR (24")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

1'-6" CURB & GUTTER

2'-6" CURB & GUTTER

CONCRETE ISLAND

GUARDRAIL

CURB RAMP

PAVEMENT REPAIR

LANDSCAPE ISLAND

8" X 12" CONC. CURB

PROFILE TRANSITION

TO EXISTING

NOT USED

GRADE TO EXISTING

C1

CP501

C1

CP501

C1

CP504

C3

CP504

A3

CP502

A3

CP500

A3

C009

C1

CP501

B1

C003

KEY-IN DETAIL

B1

C003

PROP. STREET LIGHT

(SEE GENERAL NOTES)

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

M

L

A

B

K

J

I

H

G

F

E

D

C

1" = 20'

A1

SITE PLAN - DUNKIN' DONUTS DRIVE

PLAN

NORTH

MATCHLINE ROADWAY PLAN - SHEET CP105

M

A

T

C

H

L

I

N

E

A

D

W

A

Y

L

E

M A

T C

H L I N

E

S

H E

G

SEE SHEET CP115 FOR NEW SERVICE ROAD

SCALE: 1" = 20'

M A

T C

H L I N

E

S

E

1" = 20'

C1

SITE PLAN - CREDIT UNION PARKING LOT

PLAN

NORTH

SCALE: 1" = 20'

PROPOSED DETENTION POND

REFER TO CU-501 FOR DETAILS

FEET

0 20 40

FEET

0 20 40 o j e c t s

W o r k i l e s

N

C

O n e

M t h o i m a g e r y x w m s

12.0'

14.0'

19.0'

TIE TO EXISTING

R20.0'

25.5'

R5.0'

TIE TO EXISTING

R5.0' TYP

TIE TO EXISTING

EXTEND EXISTING

CURB TO ELIMINATE

EXISTING DRIVEWAY

APPROX

14.0'

TIE TO EXISTING

R5.0' TYP

TIE TO EXISTING

41.3'

41.3'

R5.0'

R10.0'

25.0'

B

B

B

B

A

TIE TO EXISTING

25.0'

I

TE

TIE TO EXISTING

A

C R E E K

N

E

W

S

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R

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C R E E K

B

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C

P

C

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C

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C

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C

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C

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N A

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C O

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ID

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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

1" = 20'

A1

SITE PLAN - WENDY'S PARKING LOT

PLAN

NORTH

M A

T C

H L I N

E

R

O A

D W

A

N

S

H E

MATCHLINE - SHEET CS201

MATCHLINE - SHEET CS203

SCALE: 1" = 20'

40200

FEET

PLAN

NORTH

KEY PLAN

GENERAL NOTES

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

AND LEGEND.

2. SEE SHEET CE202 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD202 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC202 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CG202 FOR GRADING PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

CS202

WORK NOTES

PAVEMENT MARKINGS

T2 WHITE STOP BAR (24")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

1'-6" CURB & GUTTER

2'-6" CURB & GUTTER

CONCRETE ISLAND

GUARDRAIL

CURB RAMP

PAVEMENT REPAIR

LANDSCAPE ISLAND

8" X 12" CONC. CURB

PROFILE TRANSITION

TO EXISTING

NOT USED

GRADE TO EXISTING

C1

CP501

C1

CP501

C1

CP504

C3

CP504

A3

CP502

A3

CP500

A3

C009

C1

CP501

B1

C003

KEY-IN DETAIL

B1

C003

PROP. STREET LIGHT

(SEE GENERAL NOTES)

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

M

L

A

B

K

J

I

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G

F

E

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E E K

N

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C R E E K

B

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C

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C

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C

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C

S

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G

C

S

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G

C

P

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C

S

C

G

C o j e c t s

W o r k i l e s

N

C

O n e

M t h o i m a g e r y x w m s

TIE TO EXISTING

TIE TO EXISTING

TIE TO EXISTING

R15.0'

R5.0'

R25.0'

R25.0'

R20.0'

B

B

B

B

B

R2.0'

R10.0'

D

M

M

TIE TO EXISTING

TIE TO EXISTING

27.0'

TI

+30.23

14.50 RT

+42.76

14.50 RT

+77.00

14.50 RT

+18.97

14.50 RT

+87.13

14.50 RT

+87.13

14.50 RT

+27.38

22.60 RT

T A

C O

B E

L L C

U T

O

F F

R O

A D

G

B

B

I

10+00

12+00

12+96

H

R2.0'

R1.5'

R3.0'

R40.0'

R4.5'

R15.0'

C o j e c t s

W o r k i l e s

N

C

O n e

M t h o i m a g e r y x w m s

CONCRETE APRON

GRAVEL DRIVEWAY SURFACE

R90.0'

.1

163°13'3"'

R15.0'

R

R

L

12+96

N A

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E E

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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

1" = 20'

A1

PLAN

NORTH

PLAN

NORTH

SITE PLAN - TACO BELL PARKING LOT

PAVEMENT MARKINGS

T2 WHITE STOP BAR (24")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

1" = 20'

A3

PLAN

NORTH

SITE PLAN - SUBSTATION DRIVEWAY

M A

T C

H L I N

E

R

O A

D W

A

N

S

H E

M

A

T

C

H

L

I

A

D

W

H

E

MATCHLINE ROADWAY PLAN - SHEET CP117

MATCHLINE - SHEET CS202

SEE SHEET CP116

DETAILED FOR LOCATION

SCALE: 1" = 20'

40200

FEET

SCALE: 1" = 20'

40200

FEET

1'-6" CURB & GUTTER

2'-6" CURB & GUTTER

CONCRETE ISLAND

GUARDRAIL

CURB RAMP

PAVEMENT REPAIR

LANDSCAPE ISLAND

8" X 12" CONC. CURB

PROFILE TRANSITION

TO EXISTING

NOT USED

GRADE TO EXISTING

C1

CP501

C1

CP501

C1

CP504

C3

CP504

A3

CP502

A3

CP500

A3

C009

C1

CP501

B1

C003

C

D

E

F

G

H

I

J

K

B

A

KEY-IN DETAIL

B1

C003

PROP. STREET LIGHT

(SEE GENERAL NOTES)

L

M

KEY PLAN

GENERAL NOTES

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

AND LEGEND.

2. SEE SHEET CE203 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD203 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC203 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CG203 FOR GRADING PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

CS203

PROPOSED SAND FILTER & DETENTION POND

REFER TO CU-500 FOR DETAILS

WORK NOTES

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

X

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C R E E K

B

I

R

R

E

E

T

C

P

C

P

C

P

C

P

C

P

C

P

C

P

C

S

C

G

C

S

C

G

C

S

C

G

C

S

C

G

C

P

C

S

C

G

C

S

C

G

HOLCOMB BLVD

G

I

I

G

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

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M

ID

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TL

A N

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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

1" = 20'

A1

SITE PLAN - HOLCOMB BLVD. DRAINAGE

M A

T C

H L I N

E

S

B

L O

W

SCALE: 1" = 20'

40200

FEET

PLAN

NORTH

KEY PLAN

GENERAL NOTES

CS204

WORK NOTES

C1

SITE PLAN - HOLCOMB BLVD. DRAINAGE

SCALE: 1" = 20'

40200

FEET

M A

T C

H L I N

E

S

T A

S

H E

M A

T C

H L I N

E

S

O

V E

1" = 20'

PLAN

NORTH

PLAN

NORTH

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

AND LEGEND.

2. SEE SHEET CE204 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD204 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC204 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CG204 FOR GRADING PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

PAVEMENT MARKINGS

T2 WHITE STOP BAR (24")

TE WHITE SOLID LINE (4")

TI YELLOW DBL CENTER LINE (4")

1'-6" CURB & GUTTER

2'-6" CURB & GUTTER

CONCRETE ISLAND

GUARDRAIL

CURB RAMP

PAVEMENT REPAIR

LANDSCAPE ISLAND

8" X 12" CONC. CURB

PROFILE TRANSITION

TO EXISTING

NOT USED

GRADE TO EXISTING

C1

CP501

C1

CP501

C1

CP504

C3

CP504

A3

CP502

A3

CP500

A3

C009

C1

CP501

B1

C003

KEY-IN DETAIL

B1

C003

PROP. STREET LIGHT

(SEE GENERAL NOTES)

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

C

D

E

F

G

H

I

J

K

B

A

L

M

E E K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

P

C

P

C

P

C

P

C

P

C

P

C

S

C

G

C

S

C

G

C

S

C

G

C

S

C

G

C

P

C

S

C

G

C

S

C

G

TC 23.34

LP TC 23.26

TC 23.58

TC 23.85

TC 23.76

TC 23.72

TC 23.44

TC 23.50

TC 23.60

HP TC 24.30

HP TC 24.30

TC 24.08

LP TC 23.74

TC 23.73

TC 23.77

TC 23.85

TC 23.85

TC 24.30

TC 23.73

TC 23.53

TC 24.37

TC 24.43

TC 23.83

MATCH EX

TC 23.27

MATCH EX

TC 23.49

MATCH EX

TC 23.23

TC 23.34

TC 23.83

TC 24.08

HP G 25.00

G 23.50

TC 23.52

604B

410B

R

C P

R

C P

R

C

P

R

C

P

15"RCP

R

C

P

R

C

P

R

C

P

15"RCP

R

C

P

R

C

P

15"RCP

18"RCP

DUNKIN' DONUTS DRIVE

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

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FY

P -1

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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

1" = 20'

A1

GRADING PLAN - DUNKIN' DONUTS DRIVE

PLAN

NORTH

MATCHLINE ROADWAY PLAN - SHEET CP105

M

A

T

C

H

L

I

A

D

W

E

M A

T C

H L I N

E

S

H E

G

SEE SHEET CP115 FOR NEW SERVICE ROAD

SCALE: 1" = 20'

40200

FEET

PLAN

NORTH

KEY PLAN

GENERAL NOTES

WORK NOTES

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

CIVIL NOTES AND LEGEND.

2. SEE SHEET CE201 FOR EXISTING

CONDITIONS PLANS.

3. SEE SHEET CD201 FOR

DEMOLITION AND REMOVAL

ITEMS.

4. SEE SHEET CC201 FOR EROSION

AND SEDIMENT CONTROL PLANS.

5. SEE SHEET CS201 FOR SITE

LAYOUT PLAN.

6. SEE SHEET C-014 AND C-022 FOR

STORM DRAINAGE STRUCTURE

SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR

SURVEY CONTROL BASELINE

GEOMETRY.

CG201

xxx

TC xx.xx

DRAINAGE STRUCTURE NUMBER

SPOT ELEVATION

TC = TOP OF CURB

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

CP507

M A

T C

H L I N

E

S

E

1" = 20'

C1

GRADING PLAN - CREDIT UNION PARKING LOT

PLAN

NORTH

SCALE: 1" = 20'

40200

FEET

PROPOSED DETENTION POND

REFER TO CU-501 FOR DETAILS

TC 23.02

TC 23.11

TC 23.75

TC 23.93

TC 23.83

TC 23.62

TC 23.42

TC 23.86

TC 23.75

TC 23.70

TC 24.75

TC 24.80

TC 24.85

TC 24.95

TC 24.79

TC 23.00

MATCH EX

TC 23.00

MATCH EX

TC 25.00

TC 24.20

TC 24.31

TC 24.88

TC 24.28

TC 25.16

TC 24.91

TC 24.35

TC 24.86

TC 24.60

TC 24.00

HP TC 25.16

ADJUST RIM TO ELEV. 23.19' +/-

ADJUST RIM TO ELEV. 23.60' +/-

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 R E E K

C

P

C

P

C

P

C

P

C

P

C

P

C

S

C

G

C

S

C

G

C

S

C

G

C

S

C

G

C

P

C

S

C

G

C

S

C

G

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

1" = 20'

A1

GRADING PLAN - WENDY'S PARKING LOT

PLAN

NORTH

M A

T C

H L I N

E

R

O A

D W

A

N

S

H E

MATCHLINE - SHEET CG201

MATCHLINE - SHEET CG203

SCALE: 1" = 20'

40200

FEET

PLAN

NORTH

KEY PLAN

GENERAL NOTES

WORK NOTES

xxx

TC xx.xx

DRAINAGE STRUCTURE NUMBER

SPOT ELEVATION

TC = TOP OF CURB

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

AND LEGEND.

2. SEE SHEET CE202 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD202 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC202 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CS202 FOR SITE LAYOUT PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

CG202

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

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 R E E K

C

P

C

P

C

P

C

P

C

P

C

P

C

S

C

G

C

S

C

G

C

S

C

G

C

S

C

G

C

P

C

S

C

G

C

S

C

G

TC 25.14

TC 24.77

TC 25.11

TC 25.42

TC 25.36

TC 25.65

TC 24.29

TC 24.16

LP TC 23.34

TC 24.82

TC 24.26

TC 24.44

TC 24.02

LP TC 24.76

LP TC 24.65

TC 24.78

TC 25.26

TC 25.62

TC 24.90

TC 25.14

MATCH EX

G 24.89

G 25.60

G 25.21

G 24.98

12+96

10+00

12+00

713A

713B

15"RCP

R

C

P

R

C

P

R

C

P

R

C

P

R

C P

R

C

P

R

C

P

R

C P

12"RCP

15"RCP

21'

22'

23'

23'

22'

12+96

R

C

P

R

C

P

R

C

P

R

C

P

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

PLAN

NORTH

KEY PLAN

GENERAL NOTES

WORK NOTES

1" = 20'

A1

PLAN

NORTH

M A

T C

H L I N

E

R

O A

D W

A

N

S

H E

M

A

T

C

H

L

I

A

D

W

H

E

SITE PLAN - TACO BELL PARKING LOT

MATCHLINE ROADWAY PLAN - SHEET CP117

MATCHLINE - SHEET CS202

1" = 20'

A3

PLAN

NORTH

SITE PLAN - SUBSTATION DRIVEWAY

SEE SHEET CP116

DETAILED FOR LOCATION

SCALE: 1" = 20'

40200

FEET

SCALE: 1" = 20'

40200

FEET

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

AND LEGEND.

2. SEE SHEET CE203 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD203 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC203 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CS203 FOR SITE LAYOUT PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

CG203

xxx

TC xx.xx

DRAINAGE STRUCTURE NUMBER

SPOT ELEVATION

TC = TOP OF CURB

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

X

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C R E E K

B

I

R

R

E

E

T

C

P

C

P

C

P

C

P

C

P

C

P

C

P

C

S

C

G

C

S

C

G

C

S

C

G

C

S

C

G

C

P

C

S

C

G

C

S

C

G

HOLCOMB BLVD

700+00

800G

800F

36"RCP

36"RCP

800H

800I

R

C

P

36"R C

P

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

1" = 20'

A1

GRADING PLAN - HOLCOMB BLVD. DRAINAGE

M A

T C

H L I N

E

S

L O

W

SCALE: 1" = 20'

40200

FEET

PLAN

NORTH

KEY PLAN

GENERAL NOTES

CG204

WORK NOTES

C1

GRADING PLAN - HOLCOMB BLVD. DRAINAGE

SCALE: 1" = 20'

40200

FEET

M A

T C

H L I N

E

S

T A

S

H E

M A

T C

H L I N

E

S

O

V E

1" = 20'

PLAN

NORTH

PLAN

NORTH

xxx

TC xx.xx

DRAINAGE STRUCTURE NUMBER

SPOT ELEVATION

TC = TOP OF CURB

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

AND LEGEND.

2. SEE SHEET CE204 FOR EXISTING CONDITIONS

PLANS.

3. SEE SHEET CD204 FOR DEMOLITION AND

REMOVAL ITEMS.

4. SEE SHEET CC204 FOR EROSION AND SEDIMENT

CONTROL PLANS.

5. SEE SHEET CS204 FOR SITE LAYOUT PLAN.

6. SEE SHEET C-014 AND C-022 FOR STORM

DRAINAGE STRUCTURE SUMMARY.

7. SEE SHEET C-023 TO C-026 FOR SURVEY

CONTROL BASELINE GEOMETRY.

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

GRAVEL SURFACE

A3

CP507

A3

CP501

STANDARD DUTY

ASPHALT PAVEMENT

B3

2020-06-12T09:53:34-0400

2020-06-12T09:53:43-0400

2020-06-12T09:53:46-0400

2020-06-12T09:53:48-0400

2020-06-12T09:53:48-0400

2020-06-12T09:53:49-0400

2020-06-12T09:53:49-0400

2020-06-12T09:53:50-0400

2020-06-12T09:53:50-0400