1596300dwg09of26_Civil-CG.pdf

10+00

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12+00

12+50

18" R

CP @

0.56%

15" RCP @ 0.50%

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EXISTING GRADE

PROPOSED GRADE

P-235 COMM DB

EXIST COMM DB

8" PVC WL

P-235 DOMESTIC

WATER

20+00

21+00

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EXISTING GRADE

PROPOSED GRADE

8" PVC WL

8" PVC SS

30+00

31+00

18" RCP @ -0.22%

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EXISTING GRADE

PROPOSED GRADE

89+75 90+00

91+00

STA. = 90+25.86

INV = 24.48

STA. = 90+12.75

INV = 24.41

STA. = 90+49.85

INV = 24.96

STA. = 90+56.00

INV = 25.08

STA. = 90+60.00

INV = 25.12

6" DIP

SIDEWALK

CULVERT

TRENCH

DRAIN

EXISTING

GRADE

PROPOSED

GRADE

99+75 100+00

100+75

STA. = 100+15.00

INV = 23.02 STA. = 100+39.00

INV = 23.14

STA. = 100+48.50

INV = 23.20

STA. = 100+10.00

INV = 22.94

6" DIP 6" DIP

TRENCH DRAIN

EXISTING

GRADE

PROPOSED

GRADE

109+75 110+00

111+00

STA. = 110+05.00

INV = 24.12

STA. = 110+18.37

INV = 24.19

STA. = 110+69.15

INV = 24.44

STA. = 110+82.30

INV = 24.51

10" DIP

10" DIP

TRENCH DRAIN

EXISTING

GRADE

PROPOSED

GRADE

119+75 120+00

121+00

STA. = 120+07.19

INV = 22.73

STA. = 120+16.18

INV = 22.77

STA. = 120+76.84

INV = 23.07

STA. = 120+67.56

INV = 23.02

EXISTING

GRADE

PROPOSED

GRADE

10" DIP

10" DIP

TRENCH DRAIN

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HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK A

SCALE IN FEET

30' 60'

C1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK A.1

SCALE IN FEET

30' 60'

C3

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK B

SCALE IN FEET

30' 60'

C4

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - TD-1

SCALE IN FEET

30' 60'

B1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - TD-2

SCALE IN FEET

30' 60'

B2

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - TD-3

SCALE IN FEET

30' 60'

B4

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - TD-4

SCALE IN FEET

30' 60'

A1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

12804005

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

DONALD ELLIOT

(BY EMAIL 08JAN2020)

40+00

41+00

42+00

43+00

44+00

45+00

46+00

23" X 14" RCP @ 0.25%

18" RCP @ 0.50%

18" RCP @ 0.50%

18" RCP @ 0.50%

18" RCP @ 0.50%

15" RCP @ 0.40%

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C-4

STA. = 42+51.14

INV IN = 20.50 (18" SD SW)

INV IN = 21.00 (12" SD W)

INV OUT = 20.50 (18" SD NE)

RIM = 25.89

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EXISTING GRADE

PROPOSED GRADE

P-235 PROPOSED

GRADING

EXIST COMM DB

EXIST STEAM

P-235 DOMESTIC

WATER

P-235 15" RCP

P-235 COMM DB

Profile View of ST-C

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EXISTING GRADE

6" PVC SS

Profile View of ST-C.1

50+00

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54+75

15" RCP @ 0.50%

15" RCP @ 0.50%

15" RCP @ 0.50%

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EXISTING GRADE

PROPOSED COMM DB

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CG202

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STORM DRAIN PROFILE - NETWORK C

SCALE IN FEET

30' 60'

C1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK C

A1

SCALE IN FEET

30' 60'

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK C-1

A3

SCALE IN FEET

30' 60'

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

12804006

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

59+75 60+00

60+75

15" RCP @ -0.52%

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GRADE

EXISTING

GRADE

70+00

71+00

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EXISTING

GRADE

PROPOSED

GRADE

EXIST COMM DB

80+00

81+00

12" RCP @ 0.50%

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F-2

STA. = 80+33.20

INV OUT = 22.10 (12" SD SW)

PROPOSED GRADE

EXISTING GRADE

Profile View of ST-G

129+75 130+00

131+00

15" R

CP @ -0.55%

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STORM DRAIN PROFILE - NETWORK D

SCALE IN FEET

30' 60'

C1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK E

SCALE IN FEET

30' 60'

C2

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK F

SCALE IN FEET

30' 60'

C4

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

12804007

HOIRZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 5'

STORM DRAIN PROFILE - NETWORK G

SCALE IN FEET

30' 60'

B1

HORIZ. SCALE:

0 5'

SCALE IN FEET

10'

VERT. SCALE:

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

SS SS SS SS SS SS SSCOMM

COMM

COMM

CO

MM

C O M M

SS SS SS SS SS SS SS SS SS SS SS SS SS

25'

U.N.O

24.35'

M A

T C

H

8.4'

18.13'

E 2630890.50

N 426970.22

E 2630883.47

N 426963.10

E 2630974.36

N 426887.51

E 2630964.87

N 426891.25

E 2630963.46

N 426889.83

E 2630960.95

N 426886.69

E 2630995.32

N 426866.84

E 2630995.10

N 426853.01

E 2630997.97

N 426855.80

E 2630999.37

N 426857.22

E 2631053.18

N 426809.78

E 2631047.54

N 426809.72

E 2631046.14

N 426808.29

E 2631046.19

N 426802.62

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S

MATCH

5'

25'

U.N.O

24.49'21.98

23.20

22.74

E 2631059.95

N 426788.08

E 2631066.77

N 426795.07

E 2631062.20

N 426785.88

E 2631070.55

N 426791.39

E 2631084.05

N 426770.98

E 2631065.54

N 426788.08

21.98

E 2631067.21

N 426789.19

E 2631078.37

N 426761.45

22.11

22.12

E 2631082.06

N 426766.75

E 2631080.51

N 426765.46

23.77

E 2631084.07

N 426768.97

E 2631164.97

N 426683.02

E 2631166.18

N 426684.63

E 2631175.33

N 426677.09

E 2631172.29

N 426681.13

E 2631176.74

N 426678.52

E 2631173.16

N 426682.02

E 2631161.70

N 426679.68

V A

R I E

S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

5' 20' 24.27' 6' 19.73' 25'

U.N.O

20' 5' 16.67'

MATCH

E 2631210.02

N 426644.64

E 2631216.83

N 426637.99

E 2631220.41

N 426634.50

23.24

23.09

E 2631214.81

N 426635.92

E 2631217.52

N 426627.98

E 2631220.49

N 426627.43

E 2631216.13

N 426626.55

E 2631219.08

N 426633.14

E 2631222.03

N 426628.72

23.09

V A

R I E

S

E 2631386.14

N 426472.73

E 2631370.73

N 426479.75

E 2631368.64

N 426477.61

E 2631368.39

N 426483.07

E 2631369.78

N 426484.50

SS SS SS SS SS SS SS SS

C O M M

C O M M

S T

S T

S T

S T

S T

S T

E E

E

30.6'

MATCH

M A

T C

H

E 2631413.46

N 426446.76

E 2631420.95

N 426430.91

E 2631418.86

N 426428.76

E 2631425.44

N 426430.87

E 2631424.05

N 426429.44

E 2631423.61

N 426424.15

E 2631443.56

N 426405.61

E 2631449.68

N 426411.39

E 2631447.38

N 426409.46

E 2631445.92

N 426408.10

E 2631465.20

N 426388.26

E 2631463.80

N 426386.82

E N

L A

R G

G

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CG401

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SCALE: 1" = 10'

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ENLARGED CONCRETE SWALE VIEW - 4

1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

GENERAL NOTES

PLAN

NORTH

A1

PLAN

NORTH

I S

S U

N

S T

R U

C T

I O

N

KEY PLAN

CG102 CG101

CG103

0 20'10'

SCALE IN FEET

SCALE: 1" = 10'

ENLARGED CONCRETE SWALE VIEW - 3

PLAN

NORTH

B1

0 20'10'

SCALE IN FEET

SCALE: 1" = 10'

ENLARGED CONCRETE SWALE VIEW - 2

PLAN

NORTH

C1

0 20'10'

SCALE IN FEET

SCALE: 1" = 10'

ENLARGED CONCRETE SWALE VIEW - 1

PLAN

NORTH

D1

0 20'10'

SCALE IN FEET

12804008

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

4'

1 1

M

I N

1/8"

3/4"

1 1/2"

SECTION

DETAIL C

4'

SIDEWALK (TYP)

PLAN VIEW

EXPANSION JOINT

1/4" SLIPNOT GRIP PLATE

GRADE 2 A-36 STEEL GALVANIZED

FINISH OR APPROVED EQUAL

EXPANSION

JOINT (TYP)

6"x6" W3xW3

WELDED WIRE MESH

" SCREW AT 12" O.C

" X

" BAR

2" X 1/4"

#10 BARS WELDED

TO ANGLE @ 18" O.C.

C1 SIDEWALK CULVERT

NTS

SEE DETAIL "C"

1. TRENCH DRAIN SYSTEM MUST BE ONE OF THE FOLLOWING OR AN APPROVED EQUAL:

KLASSIKDRAIN KS300

ACO POLYMER PRODUCTS

2. TRENCH GRATE AND CHANNEL MUST BE H-20 TRAFFIC RATED.

3. OMIT EXPANSION JOINT IN ASPHALT PAVEMENT.

NOTES:

#4 @ 6"

INTEGRALLY CAST-IN

GALVANIZED STEEL EDGE RAIL

10"

10"

FINISH LEVEL OF CONCRETE 1/8"

ABOVE TOP OF CHANNEL EDGE

POLYESTER RESIN POLYMER

CONCRETE TRENCH DRAIN

EXPANSION JOINT

2"x4" KEY

(TYP.)

EXPANSION JOINT

THICKENED EDGE

THICKENED EDGE

13.86"

11.81"

#4 @ 6"

#5 @ 9"

A1 TRENCH DRAIN

NTS

1/4" SLIPNOT GRIP PLATE

GRADE 2 A-36 STEEL GALVANIZED

FINISH OR APPROVED EQUAL

5'

EXPANSION JOINT

EXPANSION JOINT

TRENCH DRAIN

TRENCH DRAIN

OUTLET IN

END WALL

TRENCH DRAIN INVERT

(SEE GRADING PLAN)

TRENCH DRAIN

FRAME AND GRATE

DIP, SEE PLANS FOR SIZE

A

B

PLAN VIEW

SECTION BCOMPACTED SUBGRADE

CONCRETE SWALE

CUT PIPE TO MATCH

SLOPE OF SWALE WALL

TRENCH DRAIN

OUTLET IN

END WALL

TRENCH DRAIN INVERT

(SEE GRADING PLAN)

TRENCH DRAIN

FRAME AND GRATE

GRASSED SHOULDER

DIP, SEE PLANS FOR SIZE

SECTION B

COMPACTED SUBGRADE

COMPACTED FILL

SECTION A

PCC OR ASPHALT

PAVEMENT, SEE PLANS

DIP, SEE PLANS FOR SIZE

ROOF DRAIN PIPE

BEND

STORM DRAIN PIPE

WYE

PLAN

VARIES

BUILDING WALL

FOOTING

6" DIA. PVC PIPE

45°

PLASTIC

BEND

PVC STORM DRAIN PIPE

(SEE PLANS FOR SIZE)

45° PLASTIC WYE

1%

SECTION A

BUILDING WALL

2 EACH 6"- 45° PLASTIC

ELBOWS

6" DIA. PVC PIPE

FERNCO TRANSITION COUPLING OR

APPROVED MANUFACTURER'S

STANDARD

TRANSITIONAL COUPLING

FINISHED GRADE

OFFSET DOWNSPOUT BOOT

WITH CLEAN-OUT

5"x5" DOWNSPOUT

M

I N

NOTES:

1. DOWNSPOUT BOOT IS OFFSET TYPE WITH CLEAN-OUT BY PIEDMONT MANUFACTURING (STYLE

SO), LARGE SIZE JR HOE (O-SERIES), OR APPROVED EQUAL.

2. BOOTS ARE POWDER COATED FINISH. MATCH COLOR TO DOWNSPOUT. SEE ARCHITECTURAL

DRAWINGS.

A A

C3 ROOF DRAIN CONNECTION

NTS

PIPE BEDDING

SEE DETAIL B1, CU501

G R

A D

I N

A

I N

A G

E

D

E T

A I L

S

CG501

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

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LA

TO

R

F A

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IT

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1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

N A

V A

L

FA

C

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IE

S E

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IN

E

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G

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IT

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1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

N A

V A

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S E

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IN

E

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IN

G

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N

S T

R U

C T

I O

N

12804009

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

A1 CONCRETE DROP INLET

NTS

G R

A D

I N

A

I N

A G

E

D

E T

A I L

S

CG502

P -2

F

-3

TR

A

IN

IN

G A

N D

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IM

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TO

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F A

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IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

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IN

G

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A N

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ID

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P -2

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IN

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IT

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1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

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

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ID

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A N

TI

C

I S

S U

N

S T

R U

C T

I O

N

12804010 rosie.shanks Typewritten Text

MCAS CP

A1 PRECAST DROP INLET

G R

A D

I N

A

I N

A G

E

D

E T

A I L

S

CG503

P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

R

F A

C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

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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A N

D

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ID

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P -2

F

-3

TR

A

IN

IN

G A

N D

S

IM

U

LA

TO

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F A

C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

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

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ID

-A

TL

A N

TI

C

I S

S U

N

S T

R U

C T

I O

N

12804011 rosie.shanks Typewritten Text

MCAS CP

A1 CONCRETE ENDWALL

G R

A D

I N

A

I N

A G

E

D

E T

A I L

S

CG504

P -2

F

-3

TR

A

IN

IN

G A

N D

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1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

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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A N

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ID

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P -2

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A

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IN

G A

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1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

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

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ID

-A

TL

A N

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C

I S

S U

N

S T

R U

C T

I O

N

12804012 rosie.shanks Typewritten Text

MCAS CP

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