1596300_dwg_17of35_V1_Civil.pdf

10+00

.03

.34

.99

.90

.94

.60

11+00

.39

.32

.37

.72

.20

.67

.32

12+00

.67

.74

.46

.80

13+00

CB

-L

5 (

EX

ST

A.

+1

0.0

IN

V

IN

.16

(1 5"

R

CP

S W

RI

M

.83

SD-1.3

STA. = 12+08.99

INV OUT = 23.04 (15" RCP N)

RIM = 26.47

EXISTING GRADE

SD

-1

.2

ST

A.

+4

5.1

IN

V

IN

.72

(1 5"

R

CP

S

IN

V

IN

.20

(1 5"

C on cre te

Pi pe

S W

IN

V

OU

T

.62

(1 5"

R

CP

N

RI

M

.00

PROPOSED

GRADE

SD

-1

.1

ST

A.

+6

6.0

IN

V

IN

.24

(1 5"

R

CP

S

IN

V

IN

.24

(1 5"

R

CP

W

IN

V

OU

T

.14 (1

5" R

CP

N

E)

RI

M

.50

15" RCP @ 1.75%

15" RCP @ 1.75%

15" RCP @ 0.50%

8" WL

8" X 3" TEE

6" SS 6" SS

14+00

.14

.96

.81

.50

.08

.66

.24

.83

15+00

.96

.22

SD

-1

.1.

ST

A.

+6 6.0

IN

V

OU

T

.86 (1

5" R

CP

E

RI

M

.78

PROPOSED

GRADE

EXISTING GRADE

SD

-1

.1

ST

A.

+6

6.0

IN

V

IN

.24

(1 5"

R

CP

S

IN

V

IN

.24

(1 5"

R

CP

W

IN

V

OU

T

.14 (1

5" R

CP

N

E)

RI

M

.50

15" RCP @ 1.50%

Profile View of SD-2

20+00

.49

.69

.06

.98

21+00

.94

.48

.62

.30

.72

.27

.42

.10

22+00

.19

.78

.48

.21

.73

.95

.05

23+00

.41

.68

.16

.95

.79

.11

.88

.31

24+00

.40

.95

.57

.60

.12

.05

24+75

.33

CB

-L

7 (

EX

ST

A.

+4

6.2

IN

V

IN

.10

(2 4"

R

CP

S W

IN

V

OU

T

.00

(3 0"

R

CP

N E)

RI

M

.64

SD

-2

.2

ST

A.

+6

6.4

IN

V

IN

.30

(1 8"

R

CP

S

IN

V

IN

.50

(1 5"

R

CP

E

IN

V

OU

T

.80 (2

4" R

CP

N

RI

M

.27

SD

-2

.3

ST

A.

+9

3.9

IN

V

IN

.04

(1 8"

R

CP

S W

IN

V

OU

T

.94

(1 8"

R

CP

N

IN

V

IN

.19

(1 2"

R L)

RI

M

.63

SD

-2

.4

ST

A.

+6

3.1

IN

V

.89 (1

8" R

CP

N

E)

ST

(E X.

ST

A.

+1

3.0

IN

V

IN

.53

(3

) 3 0"

S D

SW

RI

M

.84

PROPOSED

GRADE EXISTING GRADE

SD

-2

.1

ST

A.

+9

2.9

IN

V

IN

.43

(2 4"

R

CP

S

IN

V

OU

T

.33 (2

4" R

CP

N

E)

RI

M

.00

18" RCP @ 0.50%

18" RCP @ 0.50%

24" RCP @ 0.50% 24" RCP @ 0.50%

30" RCP @ 1.42%

Profile View of SD-1.2

16+00

.19

.66

.03

.28

.25

17+00

.73

.75

17+50

.00

SD

-1

.2

ST

A.

+4

5.1

IN

V

IN

.72

(1 5"

R

CP

S

IN

V

IN

.20

(1 5"

C on cre te

Pi pe

S W

IN

V

OU

T

.62

(1 5"

R

CP

N

RI

M

.00

SD

-1

.2.

ST

A.

+8 8.3

IN

V

IN

.80

(1 5"

C on cre te

Pi pe

N W

IN

V

OU

T

.80

(1 5"

C on cre te

Pi pe

N E)

RI

M

.53

SD

-1

.2.

ST

A.

+5 7.3

IN

V

OU

T

.25 (1

5" C on cre te Pi pe S

E)

IN

V

IN

.25 (1

2" R

L)

RI

M

.75

15" Concrete Pipe @ 1.00% 15" Concrete Pipe @ 1.00%

PROPOSED

GRADE

3" WL

12" RL

INV IN = 24.25

Profile View of SD-2.3

EXISTING

GRADE

PROPOSED

GRADE

25+00

.55

.90

.48

.43

.57

.86

.15

.22

26+00 26+25

SD

-2

.2

ST

A.

+6

6.4

IN

V

IN

.30

(1 8"

R

CP

S

IN

V

IN

.50

(1 5"

R

CP

E

IN

V

OU

T

.80 (2

4" R

CP

N

RI

M

.27

SD

-2

.2.

ST

A.

+9 9.1

IN

V

OU

T

.91 (1

5" R

CP

W

RI

M

.00

15" RCP @ 0.50%

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

C1 STORM DRAIN PROFILE - NETWORK 1.0 C3 STORM DRAIN PROFILE - NETWORK 1.1

A1 STORM DRAIN PROFILE - NETWORK 2.0

SCALE IN FEET

30' 60'

HORIZONTAL SCALE

0 5'

SCALE IN FEET

10'

VERTICAL SCALE

IS

SU

ED

F

OR

B

ID

/18

/22

C4 STORM DRAIN PROFILE - NETWORK 1.2

A4 STORM DRAIN PROFILE - NETWORK 2.3

CG201

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

10+00

.29

.59

.54

.58

.80

.84

.84

.85

11+00

.85

.84

.79

.82

.70

.83

.83

.34

12+00

.90

.81

.96

.05

.02

.95

.00

.95

13+00

.05

.95

.04

.95

.94

.95

.03

.95

14+00

.78

.95

.79

.82

.54

.70

.43

.57

15+00

.39

.45

.43

.32

15+50

.39

.39

SD

-3

.1

ST

A.

+4

6.7

IN

V

IN

.65

(2 4"

S D

NE

IN

V

IN

.77

(1 5"

S D

SW

IN

V

OU

T

.65 (2

4" S

D W

RI

M

.90

SD

-3

.2

ST

A.

+3

2.4

IN

V

IN

.32

(8 " S

D

NE

IN

V

IN

.57 (4

" S D

N)

IN

V

OU

T

.06

(2 4"

S D

SW

RI

M

.01

24" RCP @ 0.50%15" RCP @ 0.25%

SD

-3

.1.

ST

A.

+1 0.7

IN

V

OU

T

.10 (1

5" S

D

NE

RI

M

.54

EXISTING GRADE PROPOSED GRADE

STA. = 15+26.95

INV = 23.81

STA. = 15+26.95

ELEV = 24.31STA. = 12+39.51

ELEV = 24.95

STA. = 12+39.51

INV = 22.378" DIP

PROPOSED TRENCH DRAIN

ELEC DB

COMM DB

ELEC DB

NG

6" DW 6" DW COMM DB

STA. = 14+00.00

ELEV = 24.95

0.50%

0.50%

19+7520+00

.69

.68

.85

.57

.95

.45

.32

21+00

.20

.16

.29

.41

22+00

.54

.69

22+50

SD

-4

.1

ST

A.

+1

7.9

IN

V

IN

.91

(8 " S

D

SW

IN

V

IN

.87 (4

" S D

W

IN

V

OU

T

.87 (1

5" S

D N)

RI

M

.61

PROPOSED

TRENCH DRAIN

8" DIP

STA. = 22+12.74

INV = 24.10

STA. = 20+25.00

INV = 23.16

EXISTING GRADE

PROPOSED

GRADE

STA. = 22+12.74

ELEV = 24.60

STA. = 20+25.00

ELEV = 24.57

ELEC DB ELEC DB

STA. = 21+16.32

ELEV = 24.12

0.50% 0.50% 0.50%

0.50%

STA. = 21+16.32

INV = 23.62

30+00

.34

.26

.42

.15

.12

.08

31+00

.05

.01

.98

.94

32+00

.90

.87

.83

.80

33+00

.76

.73

.69

.66

34+00

.62

.59

.55

.71

35+00

.88

.78

.06

.80

.23

35+80

SD

-5

.1

ST

A.

+0

7.4

IN

V

IN

.44

(8 " S

D

NE

IN

V

IN

.44 (2

4" S

D

NW

IN

V

IN

.44 (4

" S D

N)

IN

V

IN

.44 (4

" S D

E)

IN

V

OU

T

.44

(2 4"

S D

SE

RI

M

.29

SD

-5

.2

ST

A.

+5

9.3

IN

V

IN

.64

(8 " S

D

SW

IN

V

OU

T

.77

(1 5"

S D

E)

RI

M

.35

EXISTING GRADE

PROPOSED GRADE

PROPOSED TRENCH DRAIN PROPOSED TRENCH DRAIN

8" DIP

8" DIP

STA. = 30+15.00

ELEV = 24.17

STA. = 34+52.04

ELEV = 23.55

STA. = 35+51.41

ELEV = 24.24

STA. = 35+51.41

INV = 22.75STA. = 34+52.04

INV = 23.05

STA. = 30+15.00

INV = 21.48

COMM DB ELEC DB

ELEC DB

0.14% 0.36%

0.70%

0.30%

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

SCALE IN FEET

30' 60'

HORIZONTAL SCALE

0 5'

SCALE IN FEET

10'

VERTICAL SCALE

C1 STORM DRAIN PROFILE - NETWORK 3.0

IS

SU

ED

F

OR

B

ID

B1 STORM DRAIN PROFILE - NETWORK 4.0

A1 STORM DRAIN PROFILE - NETWORK 5.0

CG202

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

COMMERCIALLY AVAILABLE RUBBER

BOOT

ENCASE CONNECTION IN

CONCRETENEW CONCRETE

STRUCTURE

CUT PIPE FLUSH TO EDGE

OF INTERIOR WALL

MANHOLE/INLET INVERT

PVC PIPE (SDR-35) SECTION

24" LONG TYPICAL

FERNCO BOOT

12" MIN

" M

IN

EXISTING PIPE

B1 MANHOLE

NTS

B

MA

X)

6" (MIN)

E

VA

RI

ES

SECTION

PLAN FLOW PLAN

MANHOLE FRAME AND

COVER

FINISH GRADE

TYPICAL PRECAST

ADJUSTMENT RINGS (3" MIN)

TYPICAL PRECAST

VERTICAL RISER SECTION

FILL CONCRETE

MANHOLE BASE

(PRECAST OR CAST-IN-PLACE)

6"

" O

C

(M

AX

F

A

"-1

6"

B A

LOCATION POINT

TYPICAL PRECAST

ECCENTRIC CONE

VARIES

C

COMMERCIALLY

AVAILABLE

RUBBER BOOT OR

MANHOLE ADAPTER

6" GRANULAR BASE

(PRECAST BASE ONLY)

2" (MIN)

NON-SHRINK

GROUT

CL

CL

GROUT SEAL

6" (M

IN

3"

GROUT SEAL

SEE DETAIL B1/CG502

FOR AIRSIDE STRUCTURES

MANHOLE NOTES:

1. ALL PRECAST MANHOLE SECTIONS MUST CONFORM TO ASTM C478.

2. LANDSIDE UTILITY STRUCTURES ARE TO BE H-20 RATED.

3. AIRSIDE UTILITY STRUCTURES ARE TO BE AIRCRAFT RATED FOR 100,000 LB WHEEL LOADS WITH 250 PSI TIRE PRESSURE.

4. STAMP COVERS AND CASTINGS OF MANHOLES AND STRUCTURES PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL

STANDARDS, AND PER THE ORIGIN OF MANUFACTURE.

5. SEAL FRAME AND ADJUSTMENT RINGS WITH NON-SHRINK GROUT, PREFORMED PLASTIC, OR RUBBER RING TO FORM

WATERTIGHT SEAL.

6. SEAL ALL JOINTS WITH JOINT COMPOUND OR GROUT WITH MORTAR.

7. ANY LIFT LOOPS FOR UTILITY STRUCTURES MUST BE GROUTED FLUSH AFTER INSTALLATION.

8. ALL MANHOLE BASES (PRECAST OR CAST-IN-PLACE) MUST HAVE #4 @ 12" ON CENTER EACH WAY REINFORCEMENT.

9. PLACE ALL REINFORCEMENT 2" CLEAR OF NEAREST FACE OF CONCRETE UNLESS INDICATED OTHERWISE.

10. IF MANHOLES ARE INDICATED ON SANITARY LINES, PROVIDE A 2.00 INCH DROP IN ELEVATION BETWEEN THE INCOMING AND

OUTGOING SEWER IN EACH MANHOLE UNLESS INDICATED OTHERWISE. CONSTRUCT INVERT FLOW CHANNELS TO

PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.

11. PIPE MAY EXTEND 2.00” MAXIMUM BEYOND INTERIOR MANHOLE WALL.

12. PLACE MANHOLE STEPS INTO MANHOLE WALL DURING MANUFACTURE OR MORTARED INTO HOLES AFTER CONCRETE HAS

CURED.

13. MANHOLE STEPS REQUIRED FOR MANHOLES 4' OR DEEPER.

NOTES:

1. PLACE STEPS INTO WET CONCRETE WALL DURING MANUFACTURE OR

MORTORED INTO HOLES AFTER CONCRETE HAS SET.

MANHOLE STEPS DETAIL

6"

12"

POLYPROPYLENE PLASTIC

1/2" Ø OR NO. 3 DEFORMED

GRADE 60 STEEL ROD

8"

12"

MIN. 6"

0.8 x

O.

D.

MI

N.

5" M

IN

1" MIN., 2" MAX.

EXISTING PIPE INVERT

JOINT SEALANT

SEE MANHOLE DETAIL B1

CRUSHED STONE

#57 (TYP)

CRUSHED STONE

#57 (TYP)

ROW LOCK BRICK

INVERT & SHELF

CONCRETE BASE

JOINT SEALANT

1'-0" MIN.,TOP OF PIPE

OPENING TO LIP OF BASE

PIPE O.D.+2" MIN. PIPE

O.D.+4" MAX.

EXISTING PIPE

INVERT

PRECAST CONC. RISER

MANHOLE STEPS

EXIST.

SEWER

SEE DETAIL A7/CU505 FOR

MANHOLE COLLAR

NOTE: SAW CUT EXISTING

PIPE AT ITS ℄ ON SIDES

PRECAST OR SAWCUT OPENING

GROUT INVERT

5"

SEE MANHOLE DETAIL B1

A1 DOGHOUSE MANHOLE

NTS

C4 EXISTING PIPE CONNECTION TO NEW STRUCTURE

NTS

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

CG501

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

TYPICAL PRECAST

VERTICAL RISER SECTION

BOND BREAKER (TYP)

#7 @ 3" OC

#4 @ 6" OC

2" CLR

MANHOLE RING AND COVER

NEENAH R-3491

OR APPROVED EQUAL

T

1.2 5T

REINFORCEMENT (SEE PAVEMENT

DETAIL)

TYPICAL PRECAST

ECCENTRIC CONE

#4 STIRRUP

C/L RING AND COVER

ALIGN RING AND COVER

WITH MANHOLE STEPS

BELOW

MANHOLE STRUCTURE

(BELOW PAVEMENT)

TOP: #4 @ 6" OC

BTM: #7 @ 3" OC

C/L STRUCTURE =

LAYOUT POINT

C/L STRUCTURE =

LAYOUT POINT

MANHOLE STRUCTURE

(BELOW PAVEMENT)

TOP: #4 @ 6" OC

BTM: #7 @ 3" OC

3"

C/L RING AND COVER

ALIGN RING AND COVER

WITH MANHOLE STEPS

BELOW

DOWELED CONSTRUCTION JOINT

DOWELED CONSTRUCTION JOINT

2' MIN.

REINFORCEMENT (SEE PAVEMENT

DETAIL)

REINFORCEMENT (SEE PAVEMENT

DETAIL)

10' (T

YP)

B1 AIRSIDE MANHOLE

NTS

SLOPE 1" PER FT

A

SLOPE 1" PER FOOT

#5 AT 12" ON CENTER,

VERTICALLY, EACH FACE

FACE, 1 1/2" CLEAR

HORIZONTALLY, EACH

#6 AT 9" ON CENTER,

B

BENCH

BENCH

B

A

4'-

0"

SQ

UA

RE

REINFORCE ALL PIPE OPENINGS

THUS:

TO BE SAME ELEVATION

AND OUTLET PIPES

CROWN OF INLET

2'-0" 35" 2'-0"

OF OUTLET

INVERT ELEVATION

OF MANHOLE IS

INVERT ELEVATION

ROUNDED ENTRANCE

CROWN OF PIPES

TOP OF BENCH AT

16" ON CENTER MAX

MANHOLE STEPS AT

FACE, 1 1/2" CLEAR

HORIZONTALLY, EACH

#5 AT 12" ON CENTER,

VERTICALLY, EACH FACE

#6 AT 6" ON CENTER,

FINISHED GRADE

EACH WAY, 1 1/2" CLEAR

#5 AT 12" ON CENTER,

FLOW FLOW

12" 4'-0" 12"

#5 AT 12" ON

CENTER, HORIZONTALLY,

EACH FACE, 1 1/2" CLEAR

#6 AT 6" ON

CENTER, VERTICALLY,

EACH FACE, 1 1/2" CLEAR

SECTION B-B

PLAN

2 - #5 EACH FACE

AT 3" O.C.

SECTION A-A FRAME AND GRATE TO BE RATED

FOR BOEING 737. NEENAH R-3475-F

OR APPROVED EQUAL (4.8 SF OPEN

AREA)

B4 AIRSIDE GRATE INLET

NTS

GRATING COVER

6'-

0" S

QU

AR

E

3" T/

T/

3"

2"

A1 TYPICAL PIPE SLEEVE

NTS

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

CG502

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

B1 TRENCH DRAIN

NTS

TRENCH DRAIN ISOMETRIC

EXTREME DUTY FRAME

SHIPS WITH PLYWOOD

IN TOP OF TRENCH

TO PROTECT DURING

CONCRETE PLACEMENT

LABEL AND FLOW

DIRECTION ARROW

SMOOTH PRECAST

POLYMER TRENCH BODY

3" X 38" Ø CONCRETE

ANCHORS

RIGID METAL ANCHORS AND

INSTALLATION BRACKETS

2" SEALABLE

CONNECTOR FLANGE

NOTES:

1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED

2. TRENCH DRAIN MUST BE 1

8" BELOW FINISHED CONCRETE GRADE

3. TRENCH DRAIN DESIGN IS BASED ON 12" SQUARE PREFORMED

TRENCH DRAIN.

TRENCH DRAIN SECTION

#4 INSTALLATION BARS

2'

MI

N

EXISTING SUBGRADE

8" NCDOT ABC COMPACTED TO 100%

MODIFIED PROCTOR ASTM D1557

1'-3"1'-1" 1'-1" #4 @ 6"

#5 @ 9"

0.17'

2.3 3'

3.98'

DUCTILE IRON GRATE

PLAN VIEW

DUCTILE IRON GRATE

ISOMETRIC VIEW

11 2"

TH

IC

K

DUCTILE IRON GRATE. GRATE MUST BE DUCTILE IRON

GRADE 60-45-12 AND MEET FAA AC 150/5320-5B & 6E

LOADING REQUIREMENTS.

THICKENED EDGE

THICKENED EDGE

T

1.2 5T

TY

P

5' MIN OR TO NEAREST JOINT

TYP

PIPE SLEEVE,

SEE DETAIL A1,

SHEET CG502

8" DUCTILE IRON

OUTLET PIPE

OUTLET SECTION VIEW

ROOF DRAIN PIPE

BEND

STORM DRAIN PIPE

WYE

PLAN

VARIES

BUILDING WALL

FOOTING

6" DIA. PVC PIPE FROM BUILDING

45°

PVC

BEND

STORM DRAIN PIPE

(SEE PLANS FOR SIZE)

45° PVC WYE

1%

SECTION A

BUILDING WALL

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.

6"A A

A1 ROOF DRAIN CONNECTION

PIPE BEDDING

SEE DETAIL B1, CU501

NTS

DOWNSPOUT PER

ARCHITECTURAL PLANS

DOWNSPOUT BOOT

SEE 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

IS

SU

ED

F

OR

B

ID

CG503

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

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