W9128A-19-R-0014_Drawings_-_Package_1_(Part_2_of_11).pdf

11.26'0.41

17.00' 9.00' 18.00' 6.22'

T

BUILDING 132

CENTRAL UTILITY PLANT

(CUP)

FFE=863.70

AA

B B

863.1± (EXIST)

F

L

O

W

F L O

W

GRADING LIMITS

K

U

N

I

A

R

O

D

S

T

A

T

E

863.6± C

863.2± C

863.7± C

863.55± C

863.68 C

863.55± C

863.68 C

5.00%

863.20 FG

863.10 FG

862.87 FG

863.6± C

862.9± C 862.8± C

863.5± C

863.39 FG

863.2± C

863.6± C

864.46 BOT.

MATCH EXIST. GRADE

T

862.50 C/AC

862.50 C/AC

863.15 AC

862.7± C/AC

863.68 C

863.05 AC

863.68 C

862.6± AC

862.2± C/AC

861.99 TC

861.9± BC

862.08 TC

862.0± BC

863.63 C/AC

863.68 C/AC

863.68 C/AC

863.68 C/AC

862.7± C/AC

862.4± C/AC

862.37 TC

861.9± BC

862.54 TC

862.0± BC

862.6± TC

862.1± BC

862.8± TC

862.3± BC

862.41 C

862.60 C

862.44 C

862.44 C

0.90% 0.80%0.80%

0.00%

7.33%

1.00%

863.15 AC

863.09 AC

1.00%

863.68 C/AC

863.68 C

863.68 C

862.45 C/AC

5.60%

862.75 C/AC

11.26'0.41

863.68 C

863.62 C/AC

863.62 C/AC

862.50 AC

862.50 AC

862.3± C/AC

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

L U

E

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

H A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

B

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

G

A D

I N

G

P

L A

N

CG102

MATCHLINE

SEE SHEET CG101

N

SCALE: 1" = 20'

GRADING PLAN

A1

20' 40'0

LEGEND:

ANTI-TERRORISM (AT) STANDOFF DISTANCE

CENTRAL UTILITY PLANT (CUP) BUILDING

PROJECT LIMITS

CG102

CG101

KEYMAP

SCALE: NTS

N

SCALE: 1" = 5'

INSET "A"

B7

N

FOR DETAILED GRADING,

SEE INSET "A"

123.45 AC

AC PAVEMENT ELEV.

123.45 C

CONC. PAVEMENT ELEV.

123.45 TC

123.45 BC

TOP OF CURB ELEV.

BOTTOM OF CURB ELEV.

GRADING LIMITS

123.45 FG

FINISH GRADE ELEV.

0 5' 10'

FFE=863.70

NOTE:

SIDEWALK RESTORATION SHALL

MATCH BACK TO EXISTING GRADE.

EXISTING GROUND

FFE = 863.70

EXIST.

WALKWAY

CENTRAL UTILITY PLANT EXIST. PLAYCOURT

EXIST. PLANTER

AREA

FFE = 863.70

2%

15%

13.80%

EXISTING GROUND

EXIST. AC PAVEMENT

(PARKING AREA)

DRIVEWAY

RAMP

CENTRAL UTILITY PLANT WALKWAY

3'

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

N T

R A

L

U

T I L I T

Y

P

L A

C

T I O

N S

CG301

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=2'

SECTION A-A

E3

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=2'

SECTION B-B

B3

1+000+500+00

1+50 2+00

1+000+500+00

1+50 2+00

2' 4'0 20' 40'0

2' 4'0 20' 40'0

F6 F6

W

W

F

F

F

W

W

F6

F6 F6 F6

W6 W6 W6 W6

W

W

W

W

W

W

W

W

WW

W

W

6" PVC SEWERLINE

FL "A" STA. 2+21

6" BACKFLOW PREVENTER

SEE DET.

FIRELINE "A"

FOR PROFILE,

SEE SHT. CU202

WATERLINE "C"

FOR PROFILE,

SEE SHT. CU201

WATERLINE "A"

SEE PROFILE,

SHT. CU201

TRANSFORMER,

SEE ELEC.

SITE PLAN

PROJECT

LIMITS

WATERLINE "B"

FOR PROFILE,

SEE SHT. CU201

FIRELINE "A"

FOR PROFILE,

SEE SHT. CU202

SEWERLINE "C"

FOR PROFILE, SEE SHT. CU204

109°31'30"

38.84'

304°07'50"

23.06'

0+00

1+00

1+00 2+00

0+00

2.59'

1+81

259°07'50"

16.26'

349°07'50"

11.32'

349°07'50"

11.31'

328°34'50"

14.00'

347°58'31"

11.17'

WATERLINE "B"

FOR PROFILE,

SEE SHT. CU201

124°07'50"

70.00'

H W

C W

W

W

A

IA

N A

E A

V E

K

U

N

T

A

T

E

STA. 0+00

BEGIN WATERLINE "A"

CONNECT TO EXIST. W12

1- 12" x 12" TEE

1- 12" GATE VALVE AND BOX

1- CONC BLOCK

WL "A"

304°07'24"

68.72'

214°07'50"

3.99'

304°07'50"

131.04'

304°07'50"

164.66'

E

E

T

214°06'53"

25.34'

CU502

F6

32°58'31"

10.74'

S A

N

S A

N

S A

N

S A

N

S

SAN6SAN6

C

O

C

O

S

S

SMH #3

STA. 0+00

TOP= 866.19 ±

SL "C"

INV. IN= 855.18 (6")

INV. IN= 855.02 (8")

INV. OUT= 855.0± (8")

304°07'47"

49.28'

STA. 0+97.55

1- 12" 1/8 BEND

1- CONC. BLOCK

WL "A"

STA. 0+70.00

1- 6" 1/4 BEND

1- CONC. BLOCK

FL "C"

STA. 0+25.17

1- 12" x 12" TEE

2- 12" x 6" ECCENTRIC REDUCER

2- 6" GATE VALVE AND BOX

1- CONC. BLOCK

=WL "B"

WL "A" STA. 1+08.29

STA. 0+00

1- 12" x 6" TEE

1- 6" GATE VALVE AND BOX

1- CONC BLOCK

=FL "A"

WL "A" STA. 1+04.29

0+00

0+00

3" CONDENSATE DRAINLINE

CONNECT TO EXIST. D6

INV.= 863.00

44.02'

53.28'

17.63'

STA. 0+76

1- FH ASSEMBLY

FL "C"

214°07'50"

6.00'

WL "A" STA. 0+63

1- 3/4" ARV

1- ARV BOX

WL "B" STA. 0+08

1- 3/4" ARV

1- ARV BOX

STA. 0+00

CONNECT TO

EXIST 4" WATERLINE

1- 6" x 4" ECCENTRIC REDUCER

1- 4" 1/4 BEND

1- CONC. BLOCK

WL "B"

STA. 0+00

1- 6" x 6" TEE

2- 6" GATE VALVE AND BOX

1- CONC. BLOCK

=WL "C"

WL "B" STA. 0+54.33

STA. 0+49.28

1- 6" 1/8 BEND

1- CONC. BLOCK

FL "A"

STA. 0+60.59

1- 6" 1/8 BEND

1- CONC. BLOCK

FL "A"

STA. 1+91.63

1- 6" 1/8 BEND

1- CONC. BLOCK

FL "A"

STA. 2+07.89

1- 6" 1/8 BEND

1- CONC. BLOCK

FL "A"

STA. 2+30.95

1- 6" 1/4 BEND

1- CONC. BLOCK

FL "A"

STA. 0+84.03

1- 6" 1/8 BEND

1- CONC. BLOCK

WL "B"

STA. 2+48.69

1- 6" 1/4 BEND

1- 6" x 3" ECCENTRIC REDUCER

1- CONC. BLOCK

WL "B"

FL "A" STA. 2+05

1- 6" PIV

EXIST. FH

FDC, SEE FIRE

PROTECTION PLANS

STA. 3+56.18

CONNECT TO

EXIST. FIRE RISER

SEE MECH FOR CONN.

TO BLDG 131

FL "A"

STA. 3+58.42

CONNECT TO

BLDG. 131

SEE PLBG. DWGS.

WL "B"

WL "B" STA. 3+56

4" REDUCED PRESSURE

PRINCIPLE BFP,

SEE DET.

SMH #2A

STA. 3+14.06

TOP= 864.44 ±

SL "A"

INV. IN= 857.00 (6")

INV. IN= 857.90 (6")

INV. OUT= 857.00 (6")

STA. 2+57.31

CONNECT TO BLDG.

SEE MECH. DWGS.

CHWS/CHWR "1"

COTG #1

STA. 0+43.31

1- 6" WYE

1- 6" 1/8 BEND

1- 6" CAP

SL "A-2"

INV.= 860.73 (6")

SEE DET.

CU503

A6

FIRELINE "C"

FOR PROFILE,

SEE SHT. CU202

WL "C" STA. 0+12

1- 3/4" ARV

1- ARV BOX

CU502

C4

STA. 0+45.31

CONNECT TO BLDG. 131

SEE PLBG. DWGS.

1- 6" x 4" REDUCER

SL "A-2"

INV.= 860.77 (6")

INV.= 860.85 (4")

HOSE BIBB WATER

LATERAL CONNECT

TO BLDG 131

SEE PLBG. DWGS

HOSE BIBB WATER

LATERAL CONNECT

TO BLDG 131

SEE PLBG. DWGS

STA. 2+50.87

CONNECT TO BLDG.

SEE MECH. DWGS.

HW "A"

COTG #2

STA. 3+14.06

6" COTG DROP

1- 6" WYE

1- 6" 1/8 BEND

1- 6" CAP

SL "A-1"

INV.= 858.75 (6")

INV.= 861.95 (6")

SMH #4

STA. 1+79.17

CONNECT TO BLDG.

SEE PLBG. DWGS.

TOP= 865.40 ±

SL "C"

INV. IN= 860.00 (4")

INV. OUT= 859.90 (6")

6.5'

STA. 0+54.91

CONNECT TO BLDG. 131

SEE PLBG. DWGS.

SL "A-1"

INV.= 862.00 (6")

BUILDING 131

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

LEGEND:

CENTRAL UTILITY PLANT (CUP) BUILDING

SAN6

SEWERLINE

DOMESTIC WATERLINE

CHILLED WATERLINES SUPPLY/RETURN(TYPE K COPPER WITH

INSULATION JACKET AND SOLDERED JOINTS)

EXISTING SEWERLINE

EXISTING DRAINLINE

EXISTING WATERLINE

PROJECT LIMITS

HW2 HOT WATERLINE (TYPE K COPPER WITH INSULATION

JACKET AND SOLDERED JOINTS)

I L I T

Y

P

L A

N

CU101

WATER VALVE

N

SCALE: 1" = 20'

SITE UTILITY PLAN

A1

MATCHLINE SEE SHEET CU102

20' 40'0

KEYMAP

NOT TO SCALE

N

STA. 27

IRON PIN

ELEV.=862.89

STA. 12

"Y" CUT

ELEV.=866.20

W6

CW

CU102

CU101

WL "A" STA. 0+71.38

= FL "C" STA. 0+00

1- 12" x 6" TEE

1- 6" GATE VALVE AND BOX

1- CONC. BLOCK

WL "A" STA. 0+86.38

1- 12" 1/8 BEND

1- CONC. BLOCK

WL "B" STA.0+03.99

1- 6" 1/4 BEND

1- CONC. BLOCK

WL "B" STA. 0+72.71

1- 6" 1/8 BEND

1- CONC. BLOCK

W

S

SEWER MANHOLE

NOTES:

1. FOR SEWER AND WATER TRENCH DETAIL, SEE

2. FOR HORIZONTAL THRUST BLOCK DETAILS, SEE

3. FOR SEWER MANHOLE DETAIL, SEE

4. FOR SEWER CLEAN-OUT TO GRADE (COTG) DETAIL, SEE

5. FOR GATE VALVE AND BOX DETAIL, SEE

6. FOR FIRE HYDRANT DETAIL, SEE

7. FOR AIR RELIEF VALVE DETAIL, SEE

8. FOR VERTICAL THRUST BLOCK DETAILS, SEE

9. FOR SEWER COTG DROP DETAIL, SEE

CU505

D1

CU502

A1

CU504

D5

CU505

A7

CU501

C6

CU501

A1

CU501

D1

CU503

D6

214°06'31"

19.92'

214°06'31"

18.42'

214°03'57"

216.00'

SEWERLINE "A-1"

FOR PROFILE,

SEE SHT. CU204

SEWERLINE "A-2"

FOR PROFILE, SEE SHT. CU204

1" WATER CONNECT

TO BLDG. 131

SEE MECH. DWGS.

CU505

A1

W

W

W

W6W6

F

CW4 CW4

CW4 CW4

HW4

HW4 HW4 HW4 HW4

W

W

W

W

W

W

W

W

W

W

W

T

4" COPPER DOMESTIC

HOT WATERLINE

6" PVC SEWERLINE "B"

SEE PROFILE, SHT. CU204

4" CHILLED

WATER SUPPLY

& RETURN

4" COPPER DOMESTIC

HOT WATERLINE

TRANSFORMER,

SEE ELEC. SITE PLAN

WATERLINE "C"

FOR PROFILE,

SEE SHT. CU201

0+04

0+00

H W

H W

0+00

1+00 2+00

0+00

2+00

0+00

2+00

263°22'24"

56.05'

260°09'15"

52.69'

222°34'25"

90.85'

-1+00

-0+00

304°07'50"

100.00'

SEWERLINE "A"

FOR PROFILE, SEE SHT. CU204

CHWS/CHWR "1" STA. 2+38.89

2- 6" 1/4 BEND

1" WATER LATERAL FOR

DRINKING FOUNTAIN

K

U

N

T

A

T

E

4+00

FIRELINE "B"

FOR PROFILE,

SEE SHT. CU202

6" CHILLED WATER SUPPLY

AND RETURN LINES

6" CHWS/CHWR "2"

FOR PROFILE, SEE SHT. CU203

CHWS AND CHWR "1"

FOR PROFILE, SEE

SHT. CU203

303°57'09"

98.06'

WATERLINE "D"

FOR PROFILE,

SEE SHT. CU201

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

S A

N

SAN8

SAN8

S S

C

O

S

STA. 0+96.91

CONN. TO CUP BLDG.

SEE PLBG. DWGS

COTG #4

COTG DROP

2- 6" WYE

2- 6" 1/8 BEND

1- 6" CAP

SL"B"

INV.= 858.10 (4")

INV.= 854.90 (6")

304°06'53" 147.30'

304°06'53" 132.29'

214°06'52"

40.68'

304°09'50"

26.19'

259°09'50"

8.80'

SMH #1

STA. -0+00

BEGIN SEWERLINE "A" AND "B"

CONNECT TO EXIST. S8

TOP= 860.64 ±

SL "A"

INV. IN= 851.58 (8")

INV. IN= 851.75 (6")

= SL"B" STA. 0+00

INV. OUT= 851.6± (8")

SMH #2

STA. 0+98.06

TOP= 859.82 ±

SL "A"

INV. IN= 852.24 (6")

INV. OUT= 852.07 (8")

214°06'52"

64.30'

124°07'50"

2.56'

124°06'52"

5.56'

1" WATER LATERAL

CONNECT TO

DRINKING FOUNTAIN

CONNECT TO CUP BLDG.

SEE MECH. DWGS.

CHWS/CHWR "1" STA. 0+00

CONNECT TO CUP BLDG.

SEE MECH. DWGS.

HW "A" STA. 0+00

CONNECT TO CUP BLDG.

SEE MECH. DWGS.

WL "C" STA. 2+64.31 O/S 8.61' LT.

STA. 4+89

1- FH ASSEMBLY

WL "C"

STA. 4+59

1- 6" 1/4 BEND

1- CONC. BLOCK

WL "C"

STA. 0+00

1- 6" x 6" TEE

1- 6" GATE VALVE AND BOX

1- CONC. BLOCK

=FL "B"

WL "C" STA. 3+92.40

STA. 3+59

1- 6" 1/4 BEND

1- CONC. BLOCK

WL "B"

STA. 2+25.53

1- 4" 1/4 BEND

HW "A"

CONNECT TO CUP BLDG.

SEE MECH. DWGS.

FL "B" STA. 0+42.14

WL "C" STA. 3+15

1- 3/4" ARV

1- ARV BOX

FL "B" STA. 0+40.50

1- 6" PIV

SEE DET.

CU503

A6

STA. 2+91.38

5 LF PIPE

1- 6" x 6" TEE

1- 6" CAP

2- CONC. BLOCK

WL "C"

214°06'06"

42.14'

8.491'16.379'

4" REDUCED PRESSURE

PRINCIPLE BFP, SEE DET.

CU502

C4

SMH #1A

STA. 0+82

CONNECT TO BLDG.

SEE PLBG. DWGS.

TOP= 861.74 ±

SL "C"

INV. IN= 854.58 (6")

INV. OUT= 854.58 (6")

HW "A"

FOR PROFILE,

SEE SHT. CU203

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

I L I T

Y

P

L A

N

CU102

N

SCALE: 1" = 20'

SITE UTILITY PLAN

A1

MATCHLINE

SEE SHEET CU101

KEYMAP

NOT TO SCALE

N

LEGEND:

CENTRAL UTILITY PLANT (CUP) BUILDING

SAN6

SEWERLINE

DOMESTIC WATERLINE

CHILLED WATERLINES SUPPLY/RETURN

(TYPE K COPPER WITH INSULATION JACKET

AND SOLDERED JOINTS)

EXISTING SEWERLINE

EXISTING DRAINLINE

EXISTING WATERLINE

PROJECT LIMITS

HW2 HOT WATERLINE (TYPE K COPPER WITH

INSULATION JACKET AND SOLDERED JOINTS)

WATER VALVE

W6

CW

CU102

CU101

STA. 27

MAG NAIL

ELEV.=861.69

20' 40'0

CHWS/CHWR "1" STA. 0+69.86

2- 4" 1/4" BENDS

CHWS/CHWR "1" STA. 0+29.72

= CHWS/CHWR "2" STA. 0+13.50

2- 6" X 6" TEES

2- 6" x 4" REDUCER

2- 6" GATE VALVE AND BOX

2- 4" GATE VALVE AND BOX

2- 6" CAP

WL "C" STA. 2+64.33

WATER LATERAL CONN.

1- 6" x 4" TEE

1- 4" GATE VALVE AND BOX

1- CONC. BLOCK

CHWS/CHWR "1" STA. 0+05.56

2- 6" 1/4 BENDS

WL "C" STA. 3+50.16

1- 6" x 6" TEE

1- 6" GATE VALVE AND BOX

1- CONC. BLOCK

WL "D" STA. 0+00

CONNECT TO EXIST. W6

1- 6" 1/4 BEND

1- CONC. BLOCK

HW "A" STA. 0+21.45

1- 4" x 4" TEE

1- 4" GATE VALVE AND BOX

HW "A" STA. 0+43.24

1- 4" 1/4 BEND

CHWS/CHWR "1" STA. 0+97.81

2- 4" 1/8 BENDS

HW "A" STA. 0+69.43

1- 4" 1/8 BEND

HW "A" STA. 0+83.10

1- 4" 1/8 BEND

CHWS/CHWR "1" STA. 1+06.60

2- 4" 1/8 BENDS

HW "A" STA. 0+21.45 O/S 16.50' LT.

1- 4" GATE VALVE AND BOX

1- 4" CAP

BUILDING 132

W

S

SEWER MANHOLE

NOTES:

1. FOR SEWER AND WATER TRENCH DETAIL, SEE

2. FOR HORIZONTAL THRUST BLOCK DETAILS, SEE

3. FOR SEWER MANHOLE DETAIL, SEE

4. FOR SEWER CLEAN-OUT TO GRADE (COTG) DETAIL, SEE

5. FOR GATE VALVE AND BOX DETAIL, SEE

6. FOR FIRE HYDRANT DETAIL, SEE

7. FOR AIR RELIEF VALVE DETAIL, SEE

8. FOR VERTICAL THRUST BLOCK DETAILS, SEE

CU505

D1

CU502

A1

CU504

D5

CU505

A7

CU501

C6

CU501

A1

CU501

D1

CU503

D6

259°09'50"

8.79'

304°09'50"

27.95'

HW "A" STA. 0+2.56

1- 4" x 4" TEE

1- 4" x 3" REDUCER

HW "A" STA. 0+00 O/S 16.50' LT.

1- 3" GATE VALVE AND BOX

1- 3" CAP

EXIST

AC PAVEMENT

(PARKING AREA)

EXIST LANDSCAPE AREA EXIST

WALKWAY

EXIST LANDSCAPE AREA EXIST AC PAVEMENT

(PARKING AREA)

EXIST

LANDSCAPE

AREA

M

I N

C O

V E

R

INVERT OF 6" DI CL52

WATERLINE, TYP.

M

I N

C L R

T

Y P

EXIST GROUND ALONG

CENTERLINE OF WATERLINE

E

E

E

E

E

CW6 CW4

S4

D18

GAS

(IRR)

COMM

HW3

M

I N

C L R

FIRE

HYDRANT

EXIST

LANDSCAPE

AREA

EXIST

WALKWAY

(IRR)

(IRR)

FINISH GRADE ALONG

CENTERLINE OF WATERLINE

EXIST. WALKWAY

E

E

S T

A

W

L

B

S

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S=0.00%

S=108.81%

S=0.00%

S=-99.00%

S=-0.00%

S T

A

D E

F L E

P

E

E L E

V

S=-0.70%

S=0.00%

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S=20.00%

S=0.00%

S=-24.44%

S T

A

F

H

A

S S

E M

B L Y

E L E

V

ARV

S T

A

W

L

D

S

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

F

L

B

S

E L E

V

S T

A

D E

F L E

P

E

E L E

V

S=0.00%

ARV

HW4

S T

A

E L E

V

S T

A

W A

T E

R

L A

T E

R A

L

C

U P

E L E

V

EXIST

AC PAVEMENT

EXIST AC PAVEMENT

(PARKING AREA)

S=0.00%

S T

A

C O

N N

E C

T

T

O

E X

I S

T

W

A T

E R

L I N

E

E L

E V

M

I N

C O

V E

R

INVERT OF 12" DI CL52

WATERLINE, TYP.

EXIST GROUND ALONG

CENTERLINE OF WATERLINE

E

EXIST

LANDSCAPE

AREA

COMM

S

-1 .9

M

I N

C L R

T

Y P

S T

A

F

L

A

S

E L

E V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L

E V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L

E V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L

E V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L

E V

S=45.24%

S=0.00%

S=-41.25%

S T

A

F

L

C

S

E L

E V

ARV

E

S T

A

W

L

B

S

E L

E V

E L

E V

EXIST AC PAVEMENT

(PARKING AREA)

EXIST LANDSCAPE AREA

INVERT OF 6" DI CL52

WATERLINE, TYP.

INVERT OF 3" DI CL52

WATERLINE, TYP.

M

I N

C O

V E

R

EXIST GROUND ALONG

CENTERLINE OF WATERLINE

E

E

EXIST WALKWAY

(IRR)

(IRR)

M

I N

C L

R T

Y P

W12x

ARV

S T

A

C O

N N

E C

T

T

O

E X

I S

T

W

A T

E R

L I N

E

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

B

E N

D

C

O N

C

B

L O

C K

E L E

V

S T

A

W

L

C

S

E L E

V

S T

A

E L E

V

S T

A

D E

F L E

P

E

E L E

V

S T

A

C O

N N

E C

T

T

O

B U

I L D

I N

G

S

T U

B O

U T

E L E

V

S=-0.50%

S=-0.97%

S=98.52%

S=0.00%

S=-94.12%

S=-0.50%

S

E

S T

A

W

L

A

S

E L E

V

E L E

V

S T

A

E L E

V

GATE VALVE, TYP.

M

I N

S T

A

E L E

V

EXIST AC PAVEMENT

(PARKING AREA)

INVERT OF 6" DI CL52

WATERLINE, TYP.

M

I N

C O

V E

R

S T

A

W

L

C

S

E L E

V

S T

A

C O

N N

E C

T

T

O

E X

I S

T

W

A T

E R

L I N

E

E L E

V

S=7.46%

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

T E

R L I N

E

P

R O

F I L E

S

CU201

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

WATERLINE "C" PROFILE

C1

1+000+500+00 1+50 2+00 2+50

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

WATERLINE "A" PROFILE

E1

0+500+00 1+000+500+00 1+50 2+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

WATERLINE "B" PROFILE

E4

8'0 4'

1+00 2+50 3+00 3+50

3+00 3+50 4+00

4+50 5+00

SCALE: HORIZONTAL: 1" = 10' VERTICAL: 1"=5'

WATERLINE "D" PROFILE

A1

850850

0+250+00

860860

0+25 0+50

0 10' 20' 0 5' 10'

20' 40'0 8'0 4' 20' 40'0

8'0 4' 20' 40'0

INVERT OF 6" DI CL52

FIRELINE, TYP.

EXISTING GROUND ALONG

CENTERLINE OF FIRELINE

BFP

EXIST AC PAVEMENT

(PARKING AREA)

EXIST AC PAVEMENT

(PARKING AREA)

EXIST

LANDSCAPE

AREA

EXIST

LANDSCAPE

AREA

S T

A

W

L

A

S

E L

E V

E L

E V

M

I N

C O

V E

R

E

(IRR)

(IRR)

EXIST LANDSCAPE AREA

EXIST

WALKWAY

M

I N

C L

R

T

Y P

S=-0.59%

S=-0.51%

S T

A

E L

E V

S T

A

E L

E V

S T

A

C O

N N

E C

T

T

O

B U

I L

D I N

G

S

T U

B O

U T

E L

E V

M

I N

M

A X

PIV

GATE VALVE, TYP.

EXISTING GROUND ALONG

CENTERLINE OF FIRELINE

INVERT OF 6" DI CL52

FIRELINE, TYP.

M

I N

C O

V E

R

EXIST AC PAVEMENT

(PARKING AREA)

DRIVEWAY

WALKWAY

AC PAVT.

AREA

M

I N

C L R

E

FINISH GRADE ALONG

CENTERLINE OF FIRELINE

S

S T

A

W

L

C

S

E L E

V

S T

A

C O

N N

E C

T

T

O

B U

I L D

I N

G

S

T U

B O

U T

E L E

V

PIV

S T

A

W

L

A

S

E L

E V

E L

E V

S

S T

A

F

H

A

S S

E M

B L

Y

E L

E V

INVERT OF 6" DI CL52

FIRELINE, TYP.

M

I N

C O

V E

R

EXISTING GROUND ALONG

CENTERLINE OF FIRELINE

EXIST

AC PAVEMENT

EXIST LANDSCAPE AREA

COMM

E

M

I N

C L

R T

Y P

W12X

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

R

E L I N

E

P

R O

F I L E

S

CU202

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

FIRELINE "A" PROFILE

E1

2+00

1+501+000+500+00 2+50

3+00

3+50

8'0 4' 20' 40'0

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

FIRELINE "B" PROFILE

C1

0+500+00

0+500+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

FIRELINE "C" PROFILE

C5

1+00

8'0 4'

20' 40'0

8'0 4'

20' 40'0

EXISTING GROUND

ALONG CENTERLINE

OF CHWS / CHWR

INVERT OF 6" COPPER WITH

INSULATION JACKET AND SOLDERED

JOINTS CHWS 2 AND CHWR 2, TYP.

6" WELDED

STEEL CHWS 2

CENTRAL

UTILITY PLANT

BLDG

FFE=863.90

EXIST LANDSCAPE AREA

W6

M

I N

C O

V E

R

S T

A

B E

G

W

S

A N

D

C

H W

R

E L E

V

S T

A

B

E N

D

E L E

V

S T

A

B

E N

D

E L E

V

S T

A

B

E N

D

E L E

V

S T

A

B

E N

D

E L E

V

S=-1.56%

S T

A

E L E

V

W6

M

I N

C L

R

T

Y P

INVERT OF 4" COPPER WITH

INSULATION JACKET AND

SOLDERED JOINTS CHWS 1

AND CHWR 1, TYP.

EXIST. LANDSCAPE AREA EXIST.

WALKWAY

EXIST. LANDSCAPE AREA EXIST.

WALKWAY

EXIST. LANDSCAPE AREA EXIST. WALKWAY

EXIST. LANDSCAPE AREA EXIST. WALKWAY

EXIST

LANDSCAPE

AREA

CENTRAL UTILITY PLANT

BLDG

EXISTING GROUND ALONG

CENTERLINE OF CHWS / CHWR

INVERT OF 6" COPPER WITH INSULATION JACKET

AND SOLDERED JOINTS CHWS 1 AND CHWR 1,

TYP.

M

I N

C O

V E

R

E

E

M

I N

C L R

T

Y P

W3

HW2

E

W1

BLDG. 131

SAN6

SAN6

M

I N

C L R

T

Y P

COMM

COMM

COMM

E

E

W6

S=0.68%

S=0.68%

S=0.00%

S=-100.00%

S T

A

C O

N N

E C

T

T

O

C

U P

B U

I L D

I N

G

S

T U

B O

U T

E L E

V

S T

A

E L E

V

S T

A

D E

F L E

P

E

E L E

V

S T

A

B

E N

D

E L E

V

S T

A

B

E N

D

E L E

V

S T

A

C O

N N

E C

T

T

O

B U

I L D

I N

G

S

T U

B O

U T

E L E

V

S=-2.08%

E

E

HW2

S T

A

C O

N N

E C

T

T

O

C

U P

S E

E

M

E C

H

D

W G

S

E L E

V

S T

A

D E

F L E

P

E

E L E

V

S

S=-0.16%

S T

A

C O

N N

E C

T

T

O

B

L D

G

S E

E

M

E C

H

D

W G

S

E L E

V

INVERT OF 4" COPPER WITH

INSULATION JACKET AND SOLDERED

JOINTS HOT WATER, TYP.

EXISTING GROUND ALONG

CENTERLINE OF CHWS / CHWR

BLDG. 131

CENTRAL UTILITY PLANT

BLDG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

I L L E

D

W

A T

P

P L Y

R

E T

U R

N

P

R O

F I L E

S

CU203

SCALE: HORIZONTAL: 1" = 10' VERTICAL: 1"=5'

CHWS AND CHWR 2 PROFILE

E7

850850

0+250+00

0 10' 20' 0 5' 10'

870870

0+25 0+50

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

CHWS AND CHWR "1" PROFILE

E1

8'0 4' 20' 40'0

1+501+000+500+00

3+002+00 2+50

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

HW "A" PROFILE

A1

8'0 4' 20' 40'0

1+501+000+500+00

3+002+00 2+50

EXISTING GROUND ALONG

CENTERLINE OF SEWERLINE

INVERT OF EXIST

8" SEWERLINE, TYP.

INVERT OF 8" PVC

SEWERLINE, TYP.

EXIST AC PAVEMENT

(PARKING AREA)

EXIST

WALKWAY

EXIST

LANDSCAPE

AREA

EXIST PLAYING

COURT

EXIST

LANDSCAPE

AREA

EXIST

WALKWAY

EXIST

LANDSCAPE

AREA

D18

INVERT OF 6" PVC

SEWERLINE, TYP.

INV. OUT= 852.07

SMH #2

STA. 0+98.06

TOP = 859.82

INV. IN= 852.24

INV. OUT= 851.6± (8")

SMH #1

STA. 0+00

TOP = 860.64

INV. IN= 851.58 (8")

INV. IN= 851.75 (6")

(IRR)

(IRR)

E

E

W1

CHW4

M

I N

C O

V E

R

M

I N

C L R

T Y

P

M

I N

C L

R

INV. OUT= 857.00

SMH #2A

STA. 3+14.06

TOP = 864.44

INV. IN= 857.00

INV. IN= 857.90

HW2

S=0.72±%

L

.0

S

.2

L=98.06' S =0.50%

EXISTING GROUND ALONG

CENTERLINE OF SEWERLINE

INVERT OF 6" PVC

SEWERLINE, TYP.

CHW4

HW2

M

I N

C L R

T Y

P

EXIST. LANDSCAPE AREA

INV. OUT= 857.00

SMH #2A

STA. 0+00

TOP = 864.44

INV. IN= 857.00

INV. IN= 857.90

W1

C O

S T

A

I N

V

I N

V

L

S

C O

N N

E C

T

T

O

B

L D

G

S E

E

P

L B

G

D

W G

S

S T

A

I N

V

L=2.63' S=2.00%

EXISTING GROUND

ALONG CENTERLINE

OF SEWERLINE

INVERT OF 6" PVC

SEWERLINE, TYP.

INV. OUT= 857.00

SMH #2A

STA. 0+00

TOP = 864.44

INV. IN= 857.00

INV. IN= 857.90

EXIST. LANDSCAPE AREA

C O

S T

A

I N

V

L

L=2.00' S=2.00%

C O

N N

E C

T

T

O

B

L D

S E

E

P

L B

G

D

W G

S x

R

E D

U C

E R

S T

A

I N

I N

EXISTING GROUND

ALONG CENTERLINE

OF SEWERLINE

INVERT OF 6" PVC

SEWERLINE, TYP.

EXIST. AC PAVEMENT

(PARKING AREA)

DRIVEWAY

WALKWAY

AC PAVMT. AREA

M

I N

C O

V E

R

W6

INV. OUT= 851.6± (8")

SMH #1

STA. 0+00

TOP = 860.64

INV. IN= 851.58 (8")

INV. IN= 851.75 (6")

C O

S T

A

C O

N N

E C

T

T

O

C

U P

S E

E

P

L B

G

D

W G

S

I N

V

I N

V

(IRR)

M

I N

C L R

T Y

P

FINISHED GROUND

ALONG CENTERLINE

OF SEWERLINE

SMH #1A

STA. 0+82

TOP = 861.74

INV.= 854.58 (6")

L

S

L

.9

S

.1

EXISTING GROUND ALONG

CENTERLINE OF SEWERLINE

INVERT OF 6" PVC

SEWERLINE, TYP.

(IRR)

EXIST. LANDSCAPE AREA

EXIST.

WALKWAY

EXIST. LANDSCAPE AREA

INV. OUT= 855.0± (8")

SMH #3

STA. 0+00

TOP = 866.19

INV. IN= 855.18 (6")

INV. IN= 855.02 (8")

(IRR)

M

I N

C O

V E

R

M

I N

C L R

T

Y P

L

S

SMH #4

STA. 1+79.17

TOP = 865.40

CONNECT TO BLDG.

SEE PLBG. DWGS.

INV. IN= 860.00 (4")

INV. OUT= 859.90 (6")

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

W E

R L I N

E

P

R O

F I L E

S

CU204

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

SEWERLINE "A" PROFILE

E1

3+50

1+501+000+500+00

8'0 4' 20' 40'0

2+00 2+50 3+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

SEWERLINE "A-1" PROFILE

E6

0+500+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

SEWERLINE "A-2" PROFILE

A1

0+500+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

SEWERLINE "B" PROFILE

A2

1+000+500+00

SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1"=4'

SEWERLINE "C" PROFILE

A6

1+000+500+00

1+50 2+00

20' 40'0

8'0 4'

20' 40'0

8'0 4'

20' 40'0

8'0 4'

8'0 4' 20' 40'0

880880

880880

M

N

8'-0" MIN.

1. PROVIDE ONLY WET TYPE HYDRANTS

2. PROVIDE "TRAFFIC TYPE" HYDRANTS NEXT TO ROADS AND

PARKING AREAS AND SHALL HAVE BREAKABLE FEATURES

PER AWWA C503.

3. PAINT HYDRANT BODY BROWN PER BOARD OF WATER

SUPPLY (BWS) SPECIFICATIONS.

4. EXISTING FIRE HYDRANT TO REMAIN IN SERVICE UNTIL

NEW FIRE HYDRANT IS ACTIVE.

X

4 1/2" DIA. PUMPER

NOZZLE (FACING STREET)

CONC. BLOCK

6" DIA. PIPE

NEW WATER MAIN

CONC. BLOCK

GATE VALVE

SEE DET.

GROUND

SURFACE

ELEVATION

PLAN

NOTES:

STANDARD LENGTH

OF HYDRANT ELBOW

REFER TO PLAN SHEETS

CU501

C6

CAST IRON FRAME

R= 1"

15 1/2"

1/8" RAISED LETTERS

ALL CASTINGS SHALL BE MADE ACCURATELY TO THE DIMENSIONS

SHOWN. SEAT AND COVER SHALL BE MACHINED, NOT GROUND TO

SECURE FLAT AND TRUE SURFACES. THE COVER SHALL NOT RATTLE

IN ANY POSITION.

12"

10 1/4"

3/4"

3/4" SQUARE HOLE

1 3/4" 1"

14"

13 3/4"

12 1/4"

3/4"

R=1 1/2"

10"

9 7/8"

9 3/8"

8 5/8"

3/4"

1/2"

1/2"

5 5/8"

1/2"

COVER

NOTE:

/8

MORTAR

14" DIA.

BRICK LEVELING COURSE

WHERE REQUIRED

8" NOMINAL STANDPIPE

4- #4 DIAGONAL

3' x 3' x 4" CONC.

SYMMETRICAL SLAB

6" GATE VALVE

2- #4 E.S., TYP.

12" DIA.

M

A X

D E

P T

H

V

A R

I E

S

3/4" ELBOW (BRONZE)

3/4"x 2" NIPPLE (BRASS)

3/4"x 2" NIPPLE (BRASS)

3/4"x 2" NIPPLE (BRASS)

CLR.

3/4" BRASS COUPLING

#4 BARS AS SHOWN

3/4" BRASS PIPE CUT TO FIT

3-WAY 3/4" STOPCOCK, 3 PORT

OR PVC C-905 PIPE

20" I.D STANDPIPE - D.I., C.I.,

4-#4 DIAGONAL BAR

BRICK

C O

N C

S

L A

B

F O

R

D

I R

T

A

R E

A

4'-0" X 4'-0" SQ.

3/4" UNION

BRICK

MORTAR

CONC. SLAB

FINISH GRADE

16" AND SMALLER WATER MAINS

3/4" AIR VALVE (FISHER A.V.-H.P.

DIMENSIONS USED)

MORTAR

1"

M

I N

C

O V

E R

STREET ELBOW TO FIT IPT

VERTICAL CHECK VALVE

(SEE NOTE 3)

90° ELBOW, BRONZE

1. CONCRETE SHALL BE 3,000 PSI MIN. AT 28 DAYS, REINFORCING STEEL

SHALL BE GRADE 60.

2. DESIGN IS BASED ON: HS-20 LOADING; 5 FEET SURCHARGE; 60 PCT/FT AT

REST PRESSURE; AND 2 FEET OF WATER ABOVE BOTTOM OF STANDPIPE

PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (1998).

3. VERTICAL CHECK VALVE IS REQUIRED WHEN AIR VALVE IS IMMERSED IN

WATER.

4. PROVIDE S.S. FABRIC SCREEN COVER FOR OUTLET PIPE.

NOTES:

SADDLE CLAMP

PLAN

SECTION "A-A"

PLAN

SECTION "B-B"

PLAN

3/4"

2'-0 1/4"1"

1/4"

2 1/4"

1"

2 1/4"

1/4"

22"

30 3/4"

24" DIAMETER

3"

3 1/2"

3/4"

3/4"

1/4"

3/4"

23 1/2"

7 AT 1 1/2"=10 1/2"

6 5/16"

B B

A A

BLUE

REFLECTIVE

MARKER

4" SPACING

HYDRANT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

T E

R

D

E T

A I L S

CU501

NOT TO SCALE

GATE VALVE AND BOX DETAIL

C6

NOT TO SCALE

AIR RELIEF VALVE BOX - FOR 3/4" AIR RELIEF VALVE DETAIL

D1

NOT TO SCALE

TYPICAL HYDRANT CONNECTION DETAIL

A1

NOT TO SCALE

MANHOLE FRAME AND COVER

D4

ALL CASTING SHALL BE MADE ACCURATELY

TO THE DIMENSIONS SHOWN. SEAT AND

COVER SHALL BE MACHINED, NOT GROUND

TO SECURE FLAT AND TRUE SURFACES.

THE COVER SHALL NOT RATTLE IN ANY

POSITION.

NOTE:

CU501

D4

NOT TO SCALE

BLUE RPM DETAIL

C7

FINISH GRADE

OR FLOOR

GATE VALVES

(2 REQ'D)

DOUBLE CHECK VALVE

PREVENTION ASSEMBLY

NOTES:

TO BUILDING

CONNECTION

1. ANY CONNECTIONS OR TEES BETWEEN METER AND

BACKFLOW PREVENTION ASSEMBLY MUST HAVE

WRITTEN APPROVAL.

2. A DC BACKFLOW PREVENTION ASSEMBLY SHALL BE

INSTALLED WHENEVER DEEMS NECESSARY TO

PREVENT POTENTIAL CONTAMINATION TO THE PUBLIC

WATER SYSTEM.

3. AT NO TIME SHALL THE BOTTOM OF THE BACKFLOW

PREVENTION ASSEMBLY BE LESS THAN 12" ABOVE

GROUND FLOOR, OR FLOOD LEVEL NOR MORE THAN

48" ABOVE AFOREMENTIONED GRADED.

4. PROVIDE THRUST BLOCKS AT BOTTOM VERTICAL

BENDS.

TYPICAL SECTION

PLAN

A

A

T R

E N

C H

TRENCH

TRENCH

B

B

CONCRETE

REACTION BLOCK

CONCRETE

REACTION BLOCK

CONCRETE

REACTION BLOCK

UNDISTURBED

EARTH

CONCRETE

REACTION BLOCK

BOTTOM

OF TRENCH

1. CONCRETE REACTION BLOCKS SHALL BE INSTALLED AT ALL TEES, PLUGS,

WYES AND BENDS.

2. CONCRETE SHALL BE 3000 PSI MINIMUM 28-DAY STRENGTH AND SHALL BE

POURED AGAINST UNDISTURBED EARTH.

3. ALL CONCRETE REACTION AND THRUST BLOCKS ARE DESIGNED FOR A

MAXIMUM OPERATING PRESSURE 150 PSI.

NOTES:

1/8

1/4

1/32

1/4

BEND

12"

6"

4"

PIPE

SIZE

PRESSURE

CAPS

TEES,

CAPS

TEES,

DIMENSION TABLE FOR

HORIZONTAL THRUST BLOCKS

INCHES

A B C

C

C

150 PSI

27 27 101/8

C

B B

6" x 4" REDUCER 11 11 8

12" x 6" REDUCER 13 13 8

6"

7 1/2"

HOSE BIBB WITH 1/2" MALE IRON PIPE

THREADS (MIPT) INLET THREAD AND

HOSE CONNECTION VACUUM BREAKER

1/2" ONCE, FEMALE IRON PIPE

THREADS (FIPT) X FIPT BRASS 90

DEGREE THREADED ELBOW

1" x 1/2" FIPT X

FIPT BRASS

COUPLER

1/2" BRASS PIPE

1/2" STAI STRAPS

W/ 2- 3/16" HOLES

1" COPPER

90° ELBOW

PRECAST

CONCRETE POST,

SEE DET.

FRONT ELEVATION

1/8" DIA

STAINLESS

STEEL ADHESIVE

ANCHORS

1. All EMBEDDED ANCHORS SHALL BE BRASS

EXPANSION TYPE. INSTALLATION SHALL

BE PER MANUFACTURER'S INSTRUCTIONS.

2. DRILLED HOLES SHALL BE CLEANED AND

FILLED WITH EPOXY (ASTM C881) PRIOR

TO INSTALLING EXPANSION ANCHOR.

NOTES:

HEAVY DUTY STEEL SURFACE

MOUNT HOSE HANGAR WITH TWO

1-7/16" LONG CONCRETE SLEEVES

WITH 304 STAINLESS STEEL SCREWS

(SIZE PER MANUFACTURER

RECOMMENDATION)

HEAVY DUTY STEEL

SURFACE MOUNT HOSE

HANGAR WITH TWO

1-7/16" LONG CONCRETE

SLEEVES WITH 304

STAINLESS STEEL

SCREWS (SIZE PER

MANUFACTURER

RECOMMENDATION)

7 1/2"

3/4" TYP.6"

PRECAST CONCRETE

POST, LIGHT

SANDBLAST FINISH

TYP.

FINISH GROUND

90% COMPACTED

SUBGRADE AT POST

PRECAST

CONCRETE POST

ELEVATION

3/4" CHAMFER TYP.

SIDES 1" CHAMFER

TOP

PRECAST

CONCRETE

POST

PLAN

VARIES

COUPLING

MECHANICAL JOINT

FLOW

POTABLE WATER

REDUCED PRESSURE

PRINCIPLE BACKFLOW

PREVENTER

PLAN

ELEVATION

USE 4" THRUST BLOCK

FOR 3" BOTTOM

VERTICAL BENDS

SEE DET

CU502

A1

4" TEE (TYP)

90° ELBOW (TYP)

GATE VALVE

(2 REQ'D)

THRUST

BLOCK (TYP)

20"

4" TEE (TYP)

4" x 3" REDUCER (TYP)

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

T E

R

D

E T

A I L S

CU502

NOT TO SCALE

BACKFLOW PREVENTER DETAIL-FIRELINE

F6

NOT TO SCALE

THRUST BLOCK DETAIL

A1

NOT TO SCALE

BACKFLOW PREVENTER DETAIL-DOMESTIC

C4

C

L

ELECTRONIC

MARKER

- ELECTRONIC MARKERS

20'

P I P

E

C U

S H

I O

N

T R

E N

C

K F

I L L

PIPE

10'

DEFLECTION (HORIZ.)

REINFORCED

CONC. JACKET

END OF MAIN

VALVE

TEE (BRANCHES

4-INCHES AND

LARGER)

BEND (HORIZ.)

PLAN VIEW

SECTION VIEW

1. INSTALL ELECTRONIC MARKER

OVER CENTER LINE OF PIPE AT

MINIMUM DEPTH OF 2 FEET AND

A MAXIMUM DEPTH OF 3 FEET

FROM FINISH GRADE.

2. INSTALL TRENCH BACKFILL AND

PIPE CUSHION MATERIAL IN

ACCORDANCE TO THE PLANS

AND SPECIFICATIONS.

3. INSTALL ELECTRONIC MARKER

AT MINIMUM CLEARANCE OR

6-INCHES ABOVE THE PIPE OR

CONCRETE JACKET.

S E

E

N O

E

E

N O

NOTES:

NOT TO SCALE

ELECTRONIC BALL MARKER DETAIL

A7

NOT TO SCALE

HOSE BIBB DETAIL

C1

NOT TO SCALE

CONCRETE POST DETAIL

C7

CU502

C7

REDUCED PRESSURE (RP)

POST INDICATOR VALVE

FINISH GRADE

T

O

INDICATOR POST

NOTE:

PROVIDE TAMPER SWITCH ON PIV,

COORDINATE CONNECTION WITH

ELECTRICAL DRAWINGS

B

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

T E

R

D

E T

A I L S

CU503

NOT TO SCALE

POST INDICATOR VALVE (PIV) DETAIL

A6

BEND

6"

D

C

A/2 A/2

A

16"

DIA.

V A

R I E

S

V

A

R

I

E

S

BEND

6"

PIPE

SIZE

PRESSURE 150 PSI

CONCRETE BLOCK

A B C D

1/8

1/32

1/16

HANGER "X" BAR

4'-6"

2'-6"

5'-0"

3'-9"

2'-3"

4'-6"

1'-6"

2'-0"

3'-6"

2'-6"

2'-0"

3'-6"

2 - #4

2 - #3

2 - #5

2 - #4

2 - #3

2 - #5

ELEVATION SECTION "A-A"

NOT TO SCALE

VERTICAL THRUST BLOCK DETAIL

D6

A

A

HANGERS

#4

"X" BAR

C

PIPE

L

#4 TIE, 8" O.C.

SLOPE

HANGER

"X" BAR#4 , 12"

O.C., E.W.

12"

8-RIBS SPACED

EQUALLY

CAST IRON

3/4"

1"24-1/4"

1/4"

1"

22"

30-3/4"

PLAN OF MANHOLE FRAME

SECTION "A-A"

MANHOLE FRAME-TYPE SA

CAST IRON

1" DIA.

HOLE

3 1/2"

2"

23-1/2"

24" DIAMETER

1/4"

3"

7 @ 1

"=10.5"

3"

1/2"

3/4"

3/4"

3/4"3/4"

PLAN OF MANHOLE COVER PLAN OF MANHOLE COVER

SECTION "B-B"

SECTION "C-C"

MANHOLE COVER-TYPE SA

5'-10" MIN.

" 5

5"

5"

P I P

E

D I A

C O

C

T I O

N

V A

R I E

S

M A

X I M

I G

2'-0"

6"

MIN

H E

I G

T

H

C

T I O

N

A

D J U

S T

E D

Q

U I R

E D

SEE DETAIL "A"

ON THIS SHEET

P I P

E

D

I A

TYPE SA MANHOLE

FRAME AND COVER

SEE DET.

MORTAR

PRE-CAST

MANHOLE RISER

SEE DET.

#5 BARS 12" O.C.,

BOTHWAYS

CU504

D8

CU504

D1

CU504

A1

FOR PIPE

CONNECTION

SEE DET.

CU504

A7

1 3/4" 1 1/2" 1 3/4"

1/4"

1/4"

1"

1/8"

1 1/8"

1/4" 1/4"

1 3/4" 1 1/2" 1 3/4"

5"

1"

1/4"1/4"

1 3/4"

1 1/2"

1 3/4"

5"

FLOW DIRECTION

NEW LINE

SEWER

EXISTING/NEW

SEWER LINE

MANHOLE

BASE

EXISTING/NEW

SEWER LINE

PLAN

DD

2'-0"

DIAMETER

5" 4'-0"

DIAMETER

3'-0" CONE

4'-0"

DIAMETER

O

R

AS = 0.16 IN²/L.F.

AS = 0.16 IN²/L.F.

RISER

5" 4'-0"

DIAMETER

BASE SLAB

6"

#5 BARS

@12" O.C., E.W.

1. PRE-CAST SECTIONS SHALL CONFORM TO

ASTM C478 AND THE AASHTO LRFD BRIDGE

DESIGN SPECIFICATIONS.

2. PRIOR TO MANUFACTURING, DESIGNS

OTHER THAN THOSE SHOWN ON THIS

SHEET SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER'S

REPRESENTATIVE FOR APPROVAL.

3. INSTALL PRE-CAST FLEXIBLE SEALING

GASKET CONFORMING TO ASTM C990 AT

ALL MANHOLE JOINTS.

4. TOP SLAB SHALL BE DESIGNED FOR

AASHTO HS-20 WHEEL LOAD.

5. MINIMUM AREA OF STEEL (AS) SHALL BE

0.16 SQUARE INCHES PER LINEAR FOOT.

5"

5" 5"

5"

NOTES:

V A

R I E

S

D

PRE-CAST

MANHOLE

MANHOLE

BASE

SECTION "D-D"

RESILIENT

CONNECTOR

12" MINIMUM

24" MAXIMUM

FLEXIBLE

COUPLING

DO NOT

GROUT

OPENING

MANHOLE

CHANNEL

MANHOLE

RISER

MANHOLE

BASE

SEWER

PIPE

NOTES:

1. RESILIENT CONNECTOR SHALL CONFORM WITH ASTM C923.

2. RESILIENT CONNECTOR SHALL BE INSTALLED IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS.

3. FOR PIPE CONNECTIONS AT EXISTING MANHOLES, THE

CONTRACTOR MAY CORE OR DRILL AN OPENING IN THE MANHOLE

WALL AND GROUT IN THE RESILIENT CONNECTOR PER THE

RESILIENT CONNECTOR MANUFACTURER'S RECOMMENDATIONS.

FLOW

W E

R

D

E T

A I L S

CU504

NOT TO SCALE

PRE-CAST SMH DETAIL

D5

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

NOT TO SCALE

CHANNELIZATION DETAIL

A4

NOT TO SCALE

PRE-CAST MANHOLE SECTIONS

D8

NOT TO SCALE

DETAIL "A"

D3

NOT TO SCALE

SMH COVER DETAIL-TYPE SA

A1

NOT TO SCALE

SMH FRAME DETAIL-TYPE SA

D1

C

C

B B

A A

NOT TO SCALE

PIPE CONNECTION DETAIL

A7

FINISH

GRADE

1" CHAMFER

4" BRASS

COUNTERSUNK PLUG

FLUSH

PAVEMENT

BASE COURSE

12" x 12"

CONC. PAD

4" PIPE (LENGTH

AS REQUIRED)

4" 1/8 BEND

PLUG FOR TERMINAL

LINE CONDITION WYE

FLOW

C

COTG

L

M

A X

18" SQ. x 6" THK

CONC. BLOCK

1" CHAMFER

FINISH

GRADE

BRASS

COUNTERSUNK

HEAD

6" 1/8 BEND

4" OR 6" CAST IRON

BODY (IPT)

2% MIN. FLOW

6" WYE

6" SEWER LATERAL

PER PLAN

6" CAP

TO SEWER MAIN

C COTG

L

6" 1/8 BEND

6" WYE

6" RISER

M

A X

18" SQ. x 6" THK

CONC. BLOCK

1" CHAMFER

FINISH

GRADE

BRASS

COUNTERSUNK

HEAD

4" 1/8 BEND

4" OR 6" CAST IRON

BODY (IPT)

2% MIN. FLOW

4" WYE

4" SEWER LATERAL

PER PLAN

6" CAP

TO SEWER MAIN

C COTG

L

4" 1/8 BEND

6" x 6" x 4" WYE

4" RISER

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

W A

D

J U

U

O P

T I O

N

U

O P

T I O

N

A N

S I

X

F Y

Q

U A

P

A

D

G

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

I E

S

P

L A

N

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

R

S

A N

T O

R R

B

R O

W N

R R

B

R O

W N

This drawing was prepared by me

W E

R

D

E T

A I L S

CU505

NOT TO SCALE

CLEANOUT TO GRADE (COTG) DETAIL

A7

1'-0" 1'-0"

4" AC PAVEMENT

EXIST. AC

PAVEMENT

EXIST. BASE COURSE

C O

V E

R

V A

R I E

S

M I N

F

T

E R

M I N

F

W

E R

P I P

E

O D

3'-0"

COMPACTED

SAND FILL

PIPE LINE

COMPACTED

BACKFILL

ELECTRONIC

BALL MARKER FOR

WATER LINE

PRIME COAT

6" BASE COURSE OR

MATCHING EXISTING,

WHICHEVER IS GREATER

SAW CUT &

PROVIDE

TACK COAT

SAW CUT &

PROVIDE

TACK COAT

C O

V E

R

V A

R I E

S

M I N

F

T

E R

H

T

E R

M I N

F

W

E R

COMPACTED

SAND FILL

PIPE LINE

COMPACTED

BACKFILL

BASE COURSE,

MATCH EXIST

CONC. PAVEMENT,

MATCH EXIST

EXIST. CONC.

PAVEMENT AND

BASE COURSE

SAW CUT (TYP)

3'-0"

3'-0"

C O

V E

R

V A

R I E

S

M I N

F

T

E R

H

T

E R

M I N

F

W

E R

P I P

E

O D

COMPACTED

SAND FILL

COMPACTED

BACKFILL

SOD AND TOP SOIL

P I P

E

O D

8" MIN. 8" MIN.

8"

MIN.

8"

MIN.

8"MIN. 8"MIN.

NOT TO SCALE

TYPICAL TRENCH DETAIL

D1

SECTION - UNDER PAVEMENT SECTION - CONCRETE PAVED AREA SECTION - UNDER GRASSED AREA

C O

V E

R

V

A R

I E

S

M I N

COMPACTED

SAND FILL

PIPE LINE WITH

INSULATION

JACKET

COMPACTED

BACKFILL

BASE COURSE,

MATCH EXIST

CONC. PAVEMENT,

MATCH EXIST

EXIST. CONC.

PAVEMENT AND

BASE COURSE

SAW CUT (TYP)

3'-0"

P I P

E

O D

8" MIN. 8" MIN.

CONCRETE PAVED AREA UNDER GRASSED AREA

8" MIN.

SECTION - CHWS/R LINE

SOD AND TOP SOIL

NOT TO SCALE

CLEANOUT TO GRADE DROP (COTG) DETAILS

A1

CU502

A7

1. FOR ELECTRONIC BALL MARKER TO WATER LINE DETAIL, SEE

2. PROVIDE ROOT BARRIER ON THE FOLLOWING SEWERLINES.

SEE LANDSCAPE DWGS. FOR ROOT BARRIER DETAIL.

2.1. SEWERLINE "A" STA. 1+75 TO STA. 3+14

2.2. SEWERLINE "A-1"

2.3. SEWERLINE "A-2"

2.4. SEWERLINE "C"

NOTE:

4'-6"

P I P

E

O D

18" 18"

CW4 CW4 HW2CW CW

SECTION - CHWS/R AND HW LINE

ELECTRONIC

BALL MARKER FOR

WATER LINE

ELECTRONIC

BALL MARKER FOR

WATER LINE

PIPE LINE

4" SEWER LATERAL 6" SEWER LATERAL

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

J U

A N

S I

D

F Y

Q

U A

P

A

D

G

A N

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

Y

P

L A

N T

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

J

K

U R

O K

A W

A

K

S

A S

A K

I

K

S

A S

A K

I

LD601

T R

R

V E

Y

A

S

E S

S M

E N

T

B131 / CUP

NOTES:

1. PALM HEIGHT IS TRUNK

HEIGHT

2. ONLY TREES IN THE

PROJECT LIMITS ARE

LISTED.

3. GAPS IN TREE NUMBERS

ARE DUE TO TREES

PREVIOUSLY REMOVED OR

ARE NOT IN THE PROJECT

LIMITS.

4. LA - LANDSCAPE

ARCHITECT COMMENT

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

E N

T E

R

H O

N O

L U

G

I N

E E

R

D

I S

T R

I C

T

H O

N O

L U

L U

H

I

H O

N O

L U

S

T R

I C

T

A

F T

E R

H

A W

A I I

J U

A N

S I

D

F Y

Q

U A

P

A

D

G

A N

D

C

O N

S T

R U

N

T R

A L

U

T I L I T

Y

P

L A

N T

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

RTA

This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

J

K

U R

O K

A W

A

K

S

A S

A K

I

K

S

A S

A K

I

LD602

T R

R

V E

Y

A

S

E S

S M

E N

T

B131 / CUP

NOTES:

1. PALM HEIGHT IS TRUNK

HEIGHT

2. ONLY TREES IN THE

PROJECT LIMITS ARE

LISTED.

3. GAPS IN TREE NUMBERS

ARE DUE TO TREES

PREVIOUSLY REMOVED OR

ARE NOT IN THE PROJECT

LIMITS.

4. LA - LANDSCAPE

ARCHITECT COMMENT

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

II

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

IL

E N

A M

E

12:49:17 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

GENERAL NOTES

REMOVAL AND RELOCATION WORK

DEMOLITION

DESIGN CRITERIA ABBREVIATIONS

FOUNDATION

C

ORIGINAL CONDITION AT THE CONTRACTORS OWN EXPENSE.

PLANS SHALL BE RECONSTRUCTED, REPLACED OR RESTORED TO THE

OTHERWISE DISTURBED TO ACCOMPLISH THIS WORK CALLED FOR ON THE

ANY PORTION OF THE EXISTING UTILITIES THAT MUST BE REMOVED OR5.

PART OF THE WORK ACCEPTABLE TO THE CONTRACTING OFFICER.

ITEMS, PATCH AND RESTORE SURROUNDING SURFACES AS REQUIRED AS

PERFORMED. THE CONTRACTOR SHALL ALSO INSTALL ANY OR ALL OF THE

THAT ANY EXISTING ITEM IS NOT DAMAGED WHEN FUTURE WORK IS

NECESSARY SO THAT FUTURE WORK CAN BE PERFORMED AND ALSO, SO

THE CONTRACTOR SHALL REMOVE EXISTING ITEMS AS DEEMED4.

DAMAGE TO EXISTING ITEMS AND FEATURES REMAINING IN PLACE.

ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE AGAINST3.

WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

EXTENT THAT CONSTRUCTION CAN BE PERFORMED AND COMPLETED

ETC. SHALL BE COMPLETE AND INCLUDE ALL RELATED ITEMS TO THE

THE REMOVAL OR DEMOLITION OF MATERIALS, ACCESSORIES, FIXTURES,

TO BID) TO DETERMINE THE EXTENT OF ALL REQUIRED DEMOLITION WORK.

THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS (PRIOR2.

PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION DRAWINGS.

REQUIRED DEMOLITION AND REMOVAL WORK. SEE ARCHITECTURAL

THE CONSTRUCTION DRAWINGS INDICATE THE GENERAL EXTENT OF1.

L

15 PSF

50 PSF

125 PSF

125 PSF

20 PSF

100 PSF

40 PSF

SPECIFICATIONS FOR RESPONSIBILITY OF BRACING DESIGN.

SUSPENDED EQUIPMENT WITH APPROVED LATERAL OR SWAY BRACING. SEE

SHALL BE APPROVED BY ICC OR EQUIVALENT TESTING PROCEDURES. PROVIDE

FASTENERS AND OTHER ELEMENTS PROVIDING STABILITY FOR COMPONENTS

SEE DESIGN CRITERIA FOR SEISMIC DESIGN CATEGORY. ISOLATORS,

SUPPORTS AND ATTACHMENTS SHALL CONFORM WITH ASCE 7, CHAPTER 13.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS, 9.

OFFICER BEFORE PROCEEDING WITH THE WORK.

WRITTEN NOTIFICATION OF ANY DISCREPANCIES TO THE CONTRACTING

BE FIELD VERIFIED BY THE CONTRACTOR BEFORE WORK IS BEGUN. PROVIDE

EXISTING CONDITIONS ARE FOR GENERAL INFORMATION ONLY AND SHALL 8.

DETAILS OF THE STRUCTURAL DRAWINGS.

DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR 7.

CONTRACTING OFFICER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.

CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE

DRAWINGS, SPECIFICATIONS, BUILDING CODES, OR STANDARDS,

WHERE DISCREPANCIES, OMISSIONS AND/OR CONFLICTS ARISE BETWEEN6.

THE REQUIREMENTS OF ACI 318.

CONDUITS AND PIPES TO BE EMBEDDED IN CONCRETE SHALL SATISFY D.

NOTIFICATION OF THE CONTRACTING OFFICER.

STRUCTURAL DRAWINGS SHALL NOT BE PLACED WITHOUT WRITTEN

OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN C.

PIPE SLEEVES.

AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND

SEE MECHANICAL, PLUMBING AND ELECTRICAL, DRAWINGS FOR SIZE B.

FLOOR AND WALL OPENINGS.

SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL A.

DRAWING AND/OR SUPPLIER BEFORE CONSTRUCTION.

FOR INFORMATION ONLY AND SHALL BE VERIFIED WITH THE APPROPRIATE

OPENING SIZES AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE 5.

PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER.

SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR

PRIOR TO FABRICATION SHOP, DRAWINGS REQUIRED BY THE 4.

PROCEEDING WITH THE WORK.

ATTENTION OF THE CONTRACTING OFFICER AND BE RESOLVED BEFORE

EXISTING STRUCTURES. ALL DISCREPANCIES SHALL BE CALLED TO

THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS INCLUDING

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING 3.

OF HIS/HER OBLIGATIONS, DUTIES AND RESPONSIBILITIES.

INCLUDE INSPECTION OF THE ABOVE ITEMS NOR RELIEVE THE CONTRACTOR

TO THE SITE BY THE CONTRACTING OFFICER AND GOVERNMENT A/E SHALL NOT

ENGINEER HIRED AND PAID FOR BY THE CONTRACTOR. OBSERVATIONS VISITS

BRACING SYSTEMS SHALL BE DESIGNED BY A LICENSED STRUCTURAL

CONSTRUCTION EQUIPMENT, WIND AND SEISMIC LOADING. ALL SHORING AND

BUT NOT BE LIMITED TO BRACING. SHORING FOR LOADS DUE TO

THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE

BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT

DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND 2.

BUILDING CODE 2015 EDITION.

CONFORM TO THE DRAWING SPECIFICATIONS, AND THE INTERNATIONAL

ALL MATERIALS AND WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL 1.

W.P.

W.W.M.

VERT

U.O.N.

TYP

TRANS

TOC

T.O.

THK

STL

STD

SPA

SIM

REINF

PJF

PSI

P

OPP

OC

N.T.S.

MIN

MFR

MECH'L

MAX

LONG.

LLV

LLH

KSI

I.A.W.

HORIZ

GSN

GR.

GALV

GA

FRP

FTG

EQ

EL

EJ

EA

E.W.

E.F.

(E)

DWG

DO

DIA

DCJ

CWB

CTRD

CSJ

COORD

CONT

CONN

CONC

COL.

CLR

CJ

CIP

BRG

BOT

BAL

ARCH

APPROX

ALT

A.B.

WORK POINT

WELDED WIRE MESH

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

TRANSVERSE

TOP OF CONCRETE

TOP OF

THICK

STEEL

STANDARD

SPACES

SIMILAR

REINFORCING

PREMOLDED JOINT FILLER

POUNDS PER SQUARE INCH

PLATE

OPPOSITE

ON CENTER

NOT TO SCALE

MINIMUM

MANUFACTURER

MECHANICAL

MAXIMUM

LONGITUDINAL

LONG LEG VERTICAL

LONG LEG HORIZONTAL

KIPS PER SQUARE INCH

IN ACCORDANCE WITH

HORIZONTAL

GENERAL STRUCTURAL NOTE

GRADE

GALVANIZED

GAGE

FIBER-REINFORCED POLYMER

FOOTING

EQUAL

ELEVATION

EXPANSION JOINT

EACH

EACH WAY

EACH FACE

EXISTING

DRAWING

DITTO (REPEAT)

DIAMETER

DOWELED CONSTRUCTION JOINT

CAPILLARY WATERBARRIER

CENTERED

CONSTRUCTION JOINT

COORDINATE

CONTINUOUS

CONNECTION

CONCRETE

COLUMN

CLEARANCE

CONTROL JOINT

CAST-IN-PLACE

CENTERLINE

BEARING

BOTTOM

BALANCE

ARCHITECTURAL

APPROXIMATELY

ALTERNATE

ANCHOR BOLT

0.480.31COEFFICIENT OF FRICTION

275180PASSIVE, (PCF)

CONDITION

SEISMIC

CONDITION

STATIC

TO THE CONTRACTING OFFICER PRIOR TO ANY ACTION.

PLANNED CHANGE IN TYPE, SIZE, LOCATION OR NUMBER OF EQUIPMENT

WEIGHTS ON CONCRETE PADS, WHERE INDICATED. REPORT ANY

EQUIPMENT AS INDICATED ON MECHANICAL DRAWINGS, INCLUDING

LOADING OF MECHANICAL ROOMS ARE BASED ON WEIGHTS OF ASSUMEDC.

EQUIPMENT. PLACE VIBRATORY EQUIPMENT ON VIBRATION ISOLATORS.

STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATORY B.

IMPACT PER IBC 1607.9.

WHERE APPLICABLE, EQUIPMENT LOADS HAVE BEEN INCREASED FORA.

EQUIPMENT LOADS:6.

F. SEISMIC DESIGN CATEGORY: ---------------------------------------- C

ii. SD1: -------------------------------------------------------------------------- 0.170g

i. SDS: -------------------------------------------------------------------------- 0.435g

E. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS

D. SITE CLASS: --------------------------------------------------------------- C

ii. S1: -------------------------------------------------------------------------- 0.155g

i. SS: -------------------------------------------------------------------------- 0.553g

C. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS

B. SEISMIC IMPORTANCE FACTOR, IE: ------------------------------- 1.0

A. RISK CATEGORY: --------------------------------------------------------- II

5. SEISMIC DESIGN DATA:

G. COMPONENTS AND CLADDING WIND PRESSURE: ---------- PER ASCE 7-10

F. INTERNAL PRESSURE COEFFICIENT, GCpi: --------------------- +/- 0.18

E. BUILDING ENCLOSURE CLASSIFICATION: ----------------------- ENCLOSED

D. WIND EXPOSURE: -------------------------------------------------------- B

C. RISK CATEGORY: --------------------------------------------------------- II

B. NOMINAL DESIGN WIND SPEED, Vasd: ---------------------------- 101 MPH

A. ULTIMATE DESIGN WIND SPEED, Vult: ---------------------------- 130 MPH

WIND DATA PER ASCE 7-10:4.

PARTITIONS----------------------------------------------------------------G.

OFFICE-----------------------------------------------------------------------F.

LIGHT STORAGE---------------------------------------------------------E.

MECHANICAL EQUIPMENT ROOM, GENERAL-----------------D.

ROOF LIVE LOAD:--------------------------------------------------------C.

CORRIDORS, STAIRS AND EXITS:---------------------------------B.

----------------------------------------------------------------BARRACKS:A.

FLOOR LIVE LOAD3.

UFC 4-010-01, "DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS"

UFC 3-310-04, "SEISMIC DESIGN FOR BUILDINGS"

UFC 3-301-01, "STRUCTURAL ENGINEERING"

UFC 1-200-01,"GENERAL BUILDING REQUIREMENTS"

FOLLOWING GOVERNMENT STANDARDS:

THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE2.

INTERNATIONAL BUILDING CODE (IBC) 2015

THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE1.

COMPACTED TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION.

OVER-EXCAVATION MAY BE BACKFILLED WITH THE ON-SITE SOILS

OVER-EXCAVATED TO EXPOSE THE UNDERLYING FIRM MATERIALS. THE

ENCOUNTERED AT THE BOTTOM OF FOOTING EXCAVATIONS SHALL BE

THE MAXIMUM DRY DENSITY. SOFT AND/OR LOOSE MATERIALS

THE WATER CONTENT (PERCENTAGE BY WEIGHT) CORRESPONDING TO

ESTABLISHED IN ACCORDANCE WITH ASTM D1557. OPTIMUM MOISTURE IS

PERCENTAGE OF THE MAXIMUM DRY DENSITY OF THE SAME SOIL

REFERS TO THE IN-PLACE DRY DENSITY OF SOIL EXPRESSED AS A

LEAST 90 PERCENT RELATIVE COMPACTION. RELATIVE COMPACTION

BOTTOM OF THE FOOTING EXCAVATIONS SHALL BE RECOMPACTED TO AT 5.

LATERAL TRANSLATION.

PROTECTING THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR

FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR

EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT 4.

SURFACE WATER, GROUND WATER OR SEEPAGE.

CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM 3.

31 23 00.00 20 EXCAVATION AND FILL.

SHALL COMPLY WITH THE RECOMMENDATIONS OF SPECIFICATION SECTION

MATERIALS, EXCAVATION, BACKFILL, AND COMPACTION REQUIREMENTS 2.

7729-00, BY GEOLABS, INC. ON JUNE 14, 2019.

BUILDINGS 130, 131, AND 132, SCHOFIELD BARRACKS, OAHU, HAWAII, W.O.

A.GEOTECHNICAL ENGINEERING EXPLORATION. FY18 RENOVATE QUAD A

INVESTIGATION REPORT.

FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL 1.

C. MODULS OF SUBGRADE REACTION:--------------- 250 PCI

B. ALLOWABLE SOIL BEARING PRESSURE:--------- 3,000 PSF

A. SITE CLASS:------------------------------------------------- C

13. GEOTECHNICAL DESIGN PARAMETERS:

CLEAN FOOTING TRENCHES PRIOR TO POURING CONCRETE.12.

BEARING CONDITIONS AND REQUIRED EMBEDMENT DEPTHS.

OF CONCRETE AND REINFORCING STEEL TO CONFIRM FOUNDATION

BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT

EXCAVATIONS FOR FOUNDATIONS SHALL BE MONITORED AND APPROVED 11.

FROM THE SLAB.

SLAB WITH THE ON-SITE SOILS AND GRADED TO DIVERT WATER AWAY

ADJACENT TO THE SLAB SHOULD BE BACKFILLED TIGHTLY AGAINST THE

LEAST 18 INCHES BELOW THE LOWEST ADJACENT FINISHED GRADE. AREAS

THE BOTTOM OF THICKENED EDGES OF SLABS SHALL BE EMBEDDED AT 10.

COMPACTION.

AGGREGATES COMPACTED TO A MINIMUM OF 95 PERCENT RELATIVE

THE AGGREGATE SUBBASE SHALL CONSIST OF CRUSHED BASALTIC

PROVIDE A 6-INCH LAYER OF AGGREGATE SUBBASE BELOW THE SLABS.

SLABS SUBJECTED TO VEHICULAR TRAFFIC OR MACHINERY VIBRATION, 9.

THE OPEN-GRADED GRAVEL CUSHION FILL LAYER.

67 GRADATION). PROVIDE AN IMPERVIOUS MOISTURE BARRIER ON TOP OF

FREE-DRAINING MATERIALS, SUCH AS NO. 3 FINE GRAVEL (ASTM C33, NO.

FILL BELOW THE CONCRETE SLAB. THE CUSHION FILL SHALL CONSIST OF

MACHINERY VIBRATION), PROVIDE A MINIMUM 4-INCH LAYER OF CUSHION

INTERIOR BUILDING SLABS (NOT SUBJECTED TO VEHICULAR TRAFFIC OR

COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION. FOR

TO AT LEAST 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT AND

SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE-CONDITIONED

FILL MATERIAL, THE SOIL SUBGRADE BELOW THE SLABS SHALL BE

LAYER. PRIOR TO PLACEMENT OF THE NON-EXPANSIVE SELECT GRANULAR

SELECT GRANULAR FILL MATERIAL BELOW THE BUILDING SLAB CUSHION

SLAB SUBGRADES. PROVIDE A MINIMUM 12-INCH THICK NON-EXPANSIVE, 8.

FINISHED GRADE.

EMBEDDED A MINIMUM OF 18 INCHES BELOW THE LOWEST ADJACENT

UNLESS NOTED OTHERWISE, THE BOTTOM OF FOOTINGS SHALL BE 7.

TO REDUCE THE POTENTIAL FOR APPRECIABLE FOUNDATION SETTLEMENT.

BELOW GRADE STRUCTURES WITH ADDITIONAL STRUCTURAL LOADS AND

THIS REQUIREMENT IS NECESSARY TO AVOID SURCHARGING ADJACENT

EXTENDED TO A DEPTH AS DEEP AS THE INVERTS OF THE UTILITY LINES.

FROM THE BOTTOM…