1596300_dwg_16of35_V1_Civil.pdf

6TH AVENUE

LOC

L O C

L O C

L O C

L O C

LOCLOCLOC

LOC

LOC

LOC

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

25.5

.5

25.0

25.0

24.0

.025

.0

27.0

26.0

25.0

25.0 27.0

26.0

27.0

26.0 26.0

.0

.0

.0

24.0

24.024.025.025.0

25.0

25.0

27.026.0

25.0

27.0

27.0

.0

.5

.0

.5

.0

ATCT

FFE 28.00

RMD

FFE 28.00

NO PARKINGNO

P

AR

KI

NG

MTRACON

FFE 28.00

X

X

X X

X X

X

X X X X X

X X

X X

XX

LOC

LOC

L O C

LOC

L O C

L O C

L O C

LOC L

O C

LOC

L O C

L O C

L O C

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC LOC

L O C

L O C

L O C

LOC

L O C

L O C

LOCLOC

L O C

LO

C

L O C

LOC LOC LOC LOC LOC

L O C

LOC

X

X

X

NO PARKING

LA

NE

LANE

NO

P

AR

KI

NG

LANE

FIRE

NO PARKING

P

FI

RE P

FIRE

P

LANE

FIRE

P

AI

RF

IE

LD

OP

ER

AT

IO

NS

BU

ILD

IN

G

X

SEE SHEET CG101

SEE SHEET CG102

SEE SHEET CG103SEE SHEET CG104

SEE SHEET

CG102A

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

/18

/22

GENERAL NOTES

SCALE IN FEET

100' 200'

X

PLAN

NORTH

KEY PLAN

PLAN

NORTH

CG101

CG102

CG103CG104

CG102A

UTILITY STRUCTURE NOTES

1. ALL LANDSIDE UTILITY STRUCTURES ARE TO BE H-20 RATED. ALL

AIRSIDE UTILITY STRUCTURES ARE TO BE AIRCRAFT RATED.

a. SUBMIT STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND

WATERPROOFING METHOD, DESIGNED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA FOR

APPROVAL.

2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION MUST

BE FLUSH WITH FINAL GRADE.

3. STAMP COVERS AND CASTINGS OF MANHOLES AND STRUCTURES PER

THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND

PER THE ORIGIN OF MANUFACTURE.

4. COVERS AND CASTINGS MUST BE TAMPER-PROOF FOR STRUCTURES

LOCATED IN PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH

SPECIAL SECURITY RESTRICTIONS.

GENERAL NOTES

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,

PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.

3. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING

GRADE ELEVATIONS. VERIFY ELEVATIONS AT TIE-INS AND MATCH

POINTS PRIOR TO BEGINNING CONSTRUCTION.

4. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY

THRESHOLDS MUST BE MAXIMUM 0.25 INCHES BELOW BUILDING FINISH

FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND MUST BE

MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED

THRESHOLD IS PROVIDED, UNLESS INDICATED OTHERWISE. 6 INCH

DROP ELSEWHERE UNLESS INDICATED OTHERWISE.

5. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING

CONSTRUCTION. RESTORE ANY DRAINAGE FEATURE OR STRUCTURE

DISTURBED DURING CONSTRUCTION TO EXISTING CONDITIONS OR

BETTER SUBJECT TO THE APPROVAL OF THE COR.

6. GRADE SURFACES AROUND FACILITY TO PROVIDE POSITIVE DRAINAGE

AWAY FROM BUILDINGS AND PAVEMENTS.

7. REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS

NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE

COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN,

OR OTHER COMPLETED WORKS.

8. ADJUST TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN

ACCORDINGLY TO FINISH GRADE ELEVATION.

9. RE-VEGETATE ALL AREAS DISTURBED BY CONSTRUCTION IN

ACCORDANCE WITH THE SPECIFICATIONS.

10. SUBMIT INSPECTION REPORTS GENERATED BY THE CONTRACTOR

AFTER INSPECTION OF EROSION CONTROL DEVICES TO THE COR.

11. ALL AREAS DISTURBED TO BE SODDED IN ACCORDANCE WITH THE

SPECIFICATIONS.

1" = 100'A2 OVERALL GRADING AND DRAINAGE PLAN

BID OPTION

CG100

BID OPTION - EMPLOYEE PARKING

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

LO

C

LO

C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

LOCLOCLOC

LO

C

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC

LOC

LOCLOC

LO

C

LOC

LOC

LO

C

L O C

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

25.5

.5

25.0

25.0

24.0

.0

.0

27.0

26.0

25.0

25.0

27.0

26.0

27.0

26.0

26.0

.0

.0

.0

24.0

24.0

24.0

25.025.0

25.0

25.0

27.0

26.0

25.0

27.0

27.0

ATCT

FFE 28.00

RMD

FFE 28.00

MTRACON

FFE 28.00

X

XX

X X

X

X X

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X

X X

X

X X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXX

X

X

NO

P

AR

KI

NG NO PARKING

6TH AVENUE

FIRE PUMP

HOUSE

D

CO

W

W

W

W W

S S

S

CO

SSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

WW

W

W

CO

S

S

S

CO

CO

SS

SS

SS

SS

SS

G

G G

G G

G G

CO SS

W

.5

.523

.5

.5

.5

.5

27.5

.0

.0

.0

.0

27.0

27.0

26.0

.0

.0

.0

.0

.0

25.0

.0

CB-L7 (EX.)

SD-2.2

SD-2.3

SD-2.4

CB-L5 (EX.)

SD-1.1

SD-1.1.1

SD-1.2

SD-1.3

SD-1.2.2

SD-1.2.1

SD-2.1

SD-2.2.1 1

MATCH

MATCH

HP

HP

HP

LP

HP

HP

HP

TMH

HP HP

TMH

EMH

TOP SWALE

BOTTOM SWALE

26.94

26.50

25.80

.93

25.57

.47

.83

27.

28.00 27 .52 27.33

.00

28.00

27.18

27.20

26.

27.

2128.0027

.50

28.00

26.34

28.00

27.

28.00

27.

26.

.46

25.44

24.92

24.99

24.99

27.

27.29 27.15

27.03

27.44

27.

27.03

27.52

.51

27.52 27.

.7326.34

26.

26.89

21.93

26.78

26.

27.83

27.

26.34

24.00

25.44

26.95

26.91

26.

25.44

25.

94 26.41

27.

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

25+00

26+00

15+00

14+00

+0

11+00

12+00

12+25

+0

17+0017+50

+7

21+00

22+00

+0

+0

" R

CP

24" RCP

15" RCP

18" RCP

" R

CP

15" RCP

15" RCP

15" RCP

" R

CP

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LOD LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LO

D

LO

D

LO

D LOD LOD

P-235 LIMITS OF DISTURBANCE

SHOWN FOR REFERENCE ONLY

-3 :1

18" RCP

" P

VC

" P

VC

" P

VC

" P

VC

" P

VC

12" PVC

" P

VC

" P

VC

" P

VC

" P

VC

12" PVC

15" RCP

" R

CP

TYP

TYP

TYP

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

TYP

TYP

STRUCTURE TABLE

STRUCTURE NAME

SD-1.1

SD-1.1.1

SD-1.2

SD-1.2.1

SD-1.2.2

SD-1.3

SD-2.1

SD-2.2

SD-2.2.1

SD-2.3

SD-2.4

NORTHING

426181.92

426192.43

426102.90

426060.45

426092.09

426039.04

426392.15

426320.46

426306.97

426196.74

426072.15

EASTING

2632253.99

2632214.10

2632254.48

2632212.56

2632180.15

2632253.22

2632051.31

2632035.38

2632115.80

2632066.48

2631952.07

RIM ELEV.

24.50

26.78

26.00

24.53

26.75

26.47

24.00

24.27

24.00

26.63

23.69

1" = 30'A1 GRADING AND DRAINAGE PLAN - AREA 1

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

PLAN

NORTH

KEY PLAN

PLAN

NORTH

SCALE IN FEET

30' 60'

CG101

CG102

CG103CG104

CG102A

GENERAL NOTES

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN.

3. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

4. PROVIDE 1% MINIMUM SLOPE AND 2 FEET MINIMUM COVER FOR

RAIN LEADER PIPING.

IS

SU

ED

F

OR

B

ID

CG201

C1

CG201

C3

CG201

C4CG201

A1

CG201

A4

A2

CS503

WORK NOTES

1. PRECAST CONCRETE DROP INLET - TYPE "E",

SEE NCDOT STANDARD DETAIL 840.02

2. PRECAST CONCRETE MANHOLE,

SEE NCDOT STANDARD DETAIL 840.52

3. PRECAST CONCRETE ENDWALL,

SEE NCDOT STANDARD DETAIL 838.80

4. CLEANOUT

5. ADJUST MANHOLE TOP TO FINISHED GRADE, TYPE AS

INDICATED

6. ROOF DRAIN CONNECTION

7. ADJUST FRAME AND COVER ELEVATION OF MONITORING

WELLS TO FLUSH WITH FINISHED GRADE

A1

CU503

X

A4

CS514

CG101

A1

CG503

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

STM

STM

LOCL

O C

LO

C

LO

C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

LO

C

LO

C

L O C

L O C

L O C

LOC

L O C

LOC

LOC

LOC

L O C

LOC

LOC LOC LOC LOC LOC

LOC

LOC

LOC LOC LOC

L O C

L O C

LOC LOC LOC LOC

X X

X

X X

X

X X

X

XX

X X X X

X

X X X X X

NO PARKING

LANE

LANE

NO PARKING

LA

NE

FI

RE

NO PARKING

P

FIRE

P

FIRE

P

LANE

FIRE

P

AIRFIELD

OPERATIONS

BUILDING

X X X

XX

XXCOMM

COMM

COMM COMM COMM COMM

CO

M M

COMM COMM COMM

CO

MM

COMM

COMM COMM

C O M M

C O M M

C O M M

C O M M

C O M M

S S

SS SS SS SS SS

G

G

G

G

G

G

G G G G G

CO

CO

W

W

W

W

W W W W W W W

W W W W

W

W W W W W W

W W

W W

W

W W

W W

W W W W

W

S S

S S

S S

S S

S S

S S

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD

UD UD UD UD UD

UD UD UD UD UD UD UD UD

CO

CO

CO

CO

10+00

11+00

12+00 13+00 14+00 15+00 15+50

20+0021+0022+0022+25

30+00 31+00 32+00 33+00 34+00 35+00 35+75

24.0

25.0

24.0

25.0

26.0

25.0

25.025.0

24.5

24.5

24.5

24.

23.5

24.5

25.524.5

24.5

24.5

24.5

.0

25.0

.0

FFE = 25.50

MA

TC

H

3 BEGIN 3END5BEGIN 5 END

CG202

C1

SD-3.1.1

SD-3.1

SD-3.2

15" RCP

24" RCP

" E

XI

ST

C

MP

24" EXIST RCP

SD-5.2

SD-4.1

MA

TC

H

SD-5.1

CG202

B1

CG202

A1

3END

BEGIN

3 END

MATCH

3 BEGIN

8" DIP

8" DIP

8" DIP

8" DIP

BEGIN, INV = 20.60

END

7BEGIN

6END,

INV = 21.72

6END,

INV = 21.726 BEGIN, INV = 20.60

7 END

7BEGIN

SD-5.1.1

SD-5.1.2

SD-4.1.1

SD-3.2.1

6BEGIN,

INV = 21.93

7BEGIN

END,

INV = 21.93

7 END

BEGIN, INV = 21.74

END

7BEGIN MATCH

6 END, INV = 22.356

0.6 5%

25.00

.00

25.

25.

.00

25.

25.00

25.00

25.00

25.

24.

94 24.

24.

25.46

25.46

25.

25.46

.46

.46

25.

25.

25.

25.

25.

25.25

25.

25.46 25.

44 0.5 0%

25.46 25.

0.6

2%

1.00%

0.90%

0.71%

1.52%

1.7 6%

2.00%

2.0 0%

1.89%

2.1 1%

1.93%

2.0 0%

2.06%

1.9 9%

1.9 8%

2.0 6%

1.13%

1.94%

2.00%

3.0 0%

1.5 0%

1.5 0%

1.4 0%

24.12 24.05 23.98 23.90 23.83 23.76 23.69 23.62 23.55 23.88 24.23

23.55 LOW POINT

24.54 24.29 24.20 24.45

24.95 24.95 24.95 24.95 24.70 24.45

0.7 6%

MATCH

MATCH MAT

CHMATCH 28

.13

MATCH

MA

TC

H

MATCH

MATCH

MA

TC

H

MATCH

MA

TC

H

MATCH

MA

TC

H

MATCH

MA

TC

H

MATCHMA

TC

H

MATCH

MA

TC

H

1.1 0%

25.

25.

2525.

25.

25.

25.

25.

25.

24.

24.

24.

25.

MATCH

P-235 ELEV.

MATCH P-235 ELEV.

MATCH

MA

TC

H

15"

EXISTNG RCP

15" EXISTING RCP

" E

XI

ST

IN

G

RC

P

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LOD

LODLO

D

P-235 LIMIT OF DISTURBANCE

SHOWN FOR REFERENCE ONLY

0.75%

0.75%

0.66% 0.6 6%

0.5 0%

0.5 0%

0.6 7%

1.00%

0.61%

0.5 0%

24.12 LOW POINT

0.70%

0.70%0.70%

0.74%

0.81%

0.68%

0.56%

0.84%

1.08%

0.55%

0.54%

0.84%

25.4625.

24.90

25.36

25.36

25.

25.36 25.36

25.

25.

36 25.36

25.36

24.9724.97

24.90

3.0 0%

25.

25.10

25.00

TOP OF PAD

25.46

TOP OF PAD

25.46

25.25

25.

Structure Table

Structure Name

SD-3.2

SD-4.1

SD-5.2

SD-5.1

Structure Details

RIM = 25.007

SUMP = 21.058

Pipe - (16) INV IN = 22.319 Pipe - (31) INV IN = 21.567

Pipe - (13) INV OUT = 21.058

RIM = 24.609

SUMP = 21.870

Pipe - (18) INV IN = 22.906 Pipe - (29) INV IN = 21.870 Pipe - (17) INV OUT = 21.870

RIM = 24.350

SUMP = 21.770

Pipe - (19) INV IN = 22.641 Pipe - (20) INV OUT = 21.770

RIM = 24.294

SUMP = 21.440

Pipe - (21) INV IN = 21.443 Pipe - (23) INV IN = 21.440 Pipe - (25) INV IN = 21.440 Pipe - (27) INV IN = 21.440

Pipe - (22) INV OUT = 21.440

A1 GRADING AND DRAINAGE PLAN - AREA 2

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

PLAN

NORTH

KEY PLAN

1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CS100 FOR OVERALL SITE PLAN.

3. ELEVATIONS NOTED AS "MATCH" ARE INTENDED TO MATCH

EXISTING GRADE.

4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

5. SEE SHEET CS152 FOR PAVEMENT JOINT ELEVATIONS.

IS

SU

ED

F

OR

B

ID

WORK NOTES

1. AIRSIDE DOGHOUSE MAN HOLE

2. AIRSIDE GRATE INLET

3. TRENCH DRAIN

4. LANDSIDE PRECAST CONCRETE DROP INLET, SEE NCDOT

STANDARD DETAIL 840.02

5. ADA COMPLIANT, AIRCRAFT RATED, TRENCH DRAIN GRATE

6. 12" STRIP DRAIN

7. 4" SOLID PVC PIPE, SCH 40

8. CLEAN OUT

9. PLACE CONCRETE AT EXISTING ELEVATIONS, MATCH EXISTING

DRAINAGE PATTERNS.

MA

TC

H

LIN

E

SH

EE

T

CG

MA

TC

H

LIN

E

SH

EE

T

CG

MATCH LINE SHEET CG102A

A1

CG501B4

CG501 B1

CG503

X

A1

CU503

CG101

CG102

CG103CG104

CG102A

CG102

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLOCL

O C

L O C

LO

C

L O C

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

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PLAN

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KEY PLAN

CG101

CG102

CG103CG104

CG102A

B1 1" = 30' 0

SCALE IN FEET

30' 60'

PLAN

NORTH

MATCH LINE SHEET CG102

GRADING AND DRAINAGE PLAN - AREA 2A

GENERAL NOTES

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN.

IS

SU

ED

F

OR

B

ID

1. PLACE CONCRETE AT EXISTING ELEVATIONS,

MATCH EXISTING DRAINAGE PATTERNS.

CG102A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

L O C

L O C

L O C

L O C

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LOC

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LOC LOC

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L O C

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L O C

25.5 25.0

24.5

24.0

23.5

24.5

24.0

24.0

24.5

23.0

21.5

22.0

23.5

22.5

21.5

24.5

SEE GEN.

NOTE 3, TYP

SEE GEN.

NOTE 3, TYP

SEE GEN. NOTE 4, TYP

SEE GEN.

NOTE 4, TYP

SEE GEN.

NOTE 4, TYP

1" = 30'A1 GRADING AND DRAINAGE PLAN - AREA 3

N A

V A

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P -2

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P E

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

PLAN

NORTH

KEY PLAN

MA

TC

H

LIN

E

SH

EE

T

CG

MATCH LINE SHEET CG104

SCALE IN FEET

30' 60'

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN.

3. ALL EXISTING RIM ELEVATIONS OF UTILITY VAULTS, MANHOLES,

HAND HOLES, INLETS, AND ANY OTHER STRUCTURE TO REMAIN

MUST REMAIN AT EXISTING ELEVATIONS. FINISHED GRADE MUST

MATCH EXISTING ELEVATIONS AT ALL STRUCTURES.

4. FINISHED GRADE MUST MATCH EXISTING ELEVATIONS AT ALL

EDGES OF PAVEMENT TO REMAIN.

IS

SU

ED

F

OR

B

ID

ALL WORK THIS SHEET

BID OPTION - EXISTING

CONSTRUCTION TO BE

REMOVED

CG101

CG102

CG103CG104

CG102A

CG103

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOC LOC LOC LOC

L O C

L O C

L O C

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L O C

LOC LOC LOC

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C

LOC

LOC LOC

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LOC

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L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

26.0

24.5

25.5

24.0

23.5 23.5

25.0

SEE GEN.

NOTE 3, TYP

SEE GEN.

NOTE 3, TYP

SEE GEN. NOTE 4, TYP

SEE GEN. NOTE 4, TYP

1" = 30'A1 GRADING AND DRAINAGE PLAN - AREA 4

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

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E R

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TC

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D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

PLAN

NORTH

KEY PLAN

MATCH LINE SHEET CG103

MA

TC

H

LIN

E

SH

EE

T

CG

SCALE IN FEET

30' 60'

PLAN

NORTH

GENERAL NOTES

IS

SU

ED

F

OR

B

ID

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN.

3. ALL EXISTING RIM ELEVATIONS OF UTILITY VAULTS, MANHOLES,

HAND HOLES, INLETS, AND ANY OTHER STRUCTURE TO REMAIN

MUST REMAIN AT EXISTING ELEVATIONS. FINISHED GRADE MUST

MATCH EXISTING ELEVATIONS AT ALL STRUCTURES.

4. FINISHED GRADE MUST MATCH EXISTING ELEVATIONS AT ALL

EDGES OF PAVEMENT TO REMAIN.

ALL WORK THIS SHEET BID OPTION -

EXISTING CONSTRUCTION TO BE

REMOVED

CG101

CG102

CG103CG104

CG102A

CG104

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LO

C

LO

C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

L O C

LOCLOCLOC

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C

LOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC

LOC

LOCLOC

LO

C

LOC

LOC

LO

C

L O C

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

25.5

.5

25.0

25.0

24.0

.0

.0

27.0

26.0

25.0

25.0

27.0

26.0

27.0

26.0

26.0

.0

.0

.0

24.0

24.0

24.0

25.025.0

25.0

25.0

27.0

26.0

25.0

27.0

27.0

ATCT

FFE 28.00

RMD

FFE 28.00

NO PARKINGNO

P

AR

KI

NG

MTRACON

FFE 28.00

X

XX

X X

X

X X

X

X

X

XXXX

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X

X X

X

X X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXX

6TH AVENUE

D

CO

W

W

W

W W

S S

S

CO

SSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

WW

W

W

CO

S

S

S

CO

CO

SS

SS

SS

SS

SS

G

G G

G G

G G

CO SS

W26

.025 .5

.5

.5

.0

.5

25.

.0

.0

.0

.0

.5

.0

.0

.5

.0

27.0

27.0

26.0

.0

.0

.0

.0

.526

.0

25.

.5

.0

.5

.0

.5

.5

.5

27.5

25.10

26.

27.21 26.97

27.

2128.00

26.

26.

25.

25.44

25.20

25.11

.98

24.78

25.44

25.5925.48

25.

25.92

.25

24.92 25.40

24.9225.03 25

.73

25.66

25.68

25.82

26.

.12

25.88

25.66

24.74

25.

25.46

25.12

25.

25.4425.

25.14

.65

.72

.67

26.3326.33

.75

.98

25.

25.

92 25.93

26.0826.

25.59

25.12

26.99 26.64

1.00%

.25

27.71

26.28

-4 :1

-4 :1

27.15

0.

2.00% 2.00%

HP

HP

HP

26.

25.

26.

26.

.01

1" = 30'A1 BID OPTION GRADING AND DRAINAGE PLAN - AREA 1

N A

V A

L

FA

C

IL

IT

IE

S E

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IN

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E R

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C O

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

X

ROTATION= -44.30598240

R O

TA

TI

O N

=45 .6

PLAN

NORTH

KEY PLAN

PLAN

NORTH

SCALE IN FEET

30' 60'

CG101

CG102

CG103CG104

CG102A

GENERAL NOTES

1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.

2. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN.

3. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

DESIGN DOCUMENTS.

IS

SU

ED

F

OR

B

ID

1. SIDEWALK CULVERT

X

A1

CS507

CG111

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T07:08:00-0400

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2022-08-15T07:08:15-0400

2022-08-15T07:08:16-0400

2022-08-15T07:08:17-0400

2022-08-15T07:08:18-0400