W912838-18-R-0020-Am-0002-Drawings.pdf

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A N

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O R

D A

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IT

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T

U

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.d w g

C

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IN

E X

G-002

INDEX

T

O R

M

.3

4726.463

BROKEN

.1

.1

4701.

4725.238

BROKEN

4712.106

S

N

.8

.81

.6

.17

4702.

.2

.37

4719.018

.49

.8

.32

.6

4714.671

4701.0

.3

4714.595

.994

.19

.9

.53

4704.

.5

.79

.88

4727.030

BROKEN

.94

.50

4715.637

6.6

4723.158

BROKEN

4712.639

.78

4727.774

BROKEN

4712.779

.4

4701.

4722.299

BROKEN

4713.137

4715.058

4728.800

BROKEN

4711.312

.7

.1

4716.498

.0

4719.033

4726.999

BROKEN

4702.242

4695.757

4688.300

4702.419

MW

CO

4682.387

4689.542

4691.316

T-870-LTM-1

4702.370

0.8

MW

MW

.6

4687.661

4691.050

0.1

MW

MW

4680.122

.5

4687.643

4702.374

.1

MW

4680.633

4679.816

4704.209

4685.337

4703.655

MW

T-870-007

4705.407

4685.488

S

A N

4684.114

4691.658

4690.880

4702.596

4690.936

MW

4681.300 4685.406

4702.225

4689.517

4691.115

4673.596

7.2

MW

T-870-002

12 IN CMP

4673.628

38552

MW

4703.320

4686.531

4692.4064690.784

4704.943

4693.728

4680.131

CAP

INTO 10 IN

CAP

DLIGHT

PARCEL 112

CAP

10856

10882

10861

10862

10873

10885

GR

GR

V

V V

GR

V

W

A T

V

A C

IND

S

A N

10812

10816

CB

8 PIPES CAPPED

10 IN DIA CASING

CAPPED

CB

CB

MH #???

CB

CB

CAPPED PIPES

CB

REMOVE REMAINDER OF CONTAINMENT DIKE

REMOVE GRAVEL ROAD

REMOVE PUMPHOUSE, CANOPY, PAVEMENT

PAVEMENT. SEE CP102

REMOVE AND REPLACE CONCRETE

DEMOLITION.

2. SEE MECHANICAL AND ELECTRICAL PLANS FOR FUEL AND ELECTRICAL/CONTROL SYSTEMS

AND DEMOLITION.

IMPROVEMENTS WILL BE REQUIRED TO ALLOW THE MECHANICAL SEQUENCE OF CONSTRUCTION

1. FUELING OPERATIONS WILL REMAIN IN SERVICE THROUGHOUT THIS PROECT. PHASING OF SITE

NOTES:

SEE MECHANICAL PLANS

REMOVE FUEL PIPING.

REMOVE GENERATOR BUILDING

REMOVE GENERATOR FUEL TANK AND PAD

PIPELINE. SEE CS105

FOR INSTALLATION OF FUEL

CONTAINMENT DIKE WALLS

REMOVE AND REPLACE

REMOVE GRAVEL ROAD

ITEMS TO BE REMOVED

REMOVE ELECTRICAL EQUIPMENT

REMOVE BLDG 874

REMOVE BLDG 10856

WALL. SEE CG102/CG103

CONCRETE RETAINING

EXISTING 18" TALL

REMOVE PORTION OF

AND LINE. SEE SHEET CU100

MAIN, AND INSTALLATION OF NEW MANHOLE

OF EXISTING SANITARY SEWER MANHOLE AND

CURB, AND WALK AS REQUIRED FOR REMOVAL

REMOVE AND REPLACE ASPHALT PAVEMENT,

L

IB

E R

T Y S

T R

E E T

6TH STREET 6TH STREET

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CD100

60' 120'0

4702.242

4702.419

MW

4689.542

4702.370

MW

MW

4687.661

MW

MW

4687.643

4702.374

MW

4704.209

MW

4705.407

4685.488

4702.596

MW

4685.406

4702.225

MW

MW

4703.320

4680.131

W

A T

IND

S

A N

IE OUT (W) = 4672.48

IE IN (SE) = 4672.98

RIM ELEV = 4683.33

MANHOLE #1

SANITARY SEWER

4" SAN SEWER

THRUST BLOCK

AND VALVE BOX

6" GATE VALVE

W/ 4 BOLLARDS

FIRE HYDRANT THRUST BLOCK

THRUST BLOCK

THRUST BLOCK

1 1/2" W

EYEWASH STATION

CONNECT TO EMERGENCY

W/ 4 BOLLARDS

FIRE HYDRANT

AND VALVE BOX

6" GATE VALVE

AND VALVE BOX

10" GATE VALVEFORCE MAIN, WHERE INDICATED

REMOVE EXISTING INDUSTRIAL WASTE

INDUSTRIAL WASTE FORCE MAIN

6" DOUBLE-WALL HDPE

THRUST BLOCK

10" WATER LINE

CONNECT TO EXISTING

10" W

FOR CONTINUATION

FIRE PROTECTION SHEETS

SEE PLUMBING AND

PIV

FIRE SERVICE

8" FW

6" INDUSTRIAL WASTE FORCE MAIN

CONNECT TO EXISTING

6" INDUSTRIAL WASTE FORCE MAIN

CONNECT TO EXISTING

12" WATER LINE

CONNECT TO EXISTING

THRUST BLOCK

THRUST BLOCK

LAREEN PARKINSON, LINDA.PARKINSON@US.AF.MIL, 801-777-0735.

AND OUTAGES TO THE GREATEST EXTENT POSSIBLE. BHMH POC IS

SHALL COORDINATE THIS WORK WITH BHMH TO MINIMIZE DISRUPTION

BOYER HILL MILITARY HOUSING (BHMH) PROPERTY. THE CONTRACTOR

3. A PORTION OF THE SANITARY SEWER WORK WILL OCCUR ON

REQUIREMENTS.

2. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

THIS SHEET IS THE RESPONSIBILITY OF AMERICAN WATER.

1. ALL WATER AND SANITARY SEWER WORK INDICATED ON

GENERAL NOTES:

THRUST BLOCK

FIRE HYDRANT

REMOVE EX.

THRUST BLOCK

AND VALVE BOX

1 1/2" GATE VALVE

1 1/2" W

10" W

10" W

SANITARY CLEANOUT

AND VALVE BOX

1 1/2" GATE VALVE

WHERE INDICATED

EXISTING WATER LINE

CAP AND ABANDON IN PLACE

AND VALVE BOX

10" GATE VALVE

W/ 4 BOLLARDS

FIRE HYDRANT

AND VALVE BOX

6" GATE VALVE

1 1/2" W

AND YARD HYDRANT

EMERGENCY EYEWASH STATION

CONNECT TO EXISTING

YARD HYDRANT

CONNECT TO EXISTING

1" W

AND VALVE BOX

1 1/2" GATE VALVE

AND VALVE BOX

1" GATE VALVE

6" FW

LINE UNDER ROADWAY

DIRECTIONAL DRILL WATER

THRUST BLOCK

AND SLEEVES

PIPE WITH SHORT SEGMENT OF PIPE

CUT OUT TEE AND REPAIR WATER

10" W

8" SANITARY SEWER

IE OUT (W) (EXISTING) = 4663.12

IE IN (N) (EXISTING) = 4633.22

IE IN (E) = 4663.62

RIM ELEV = 4669.84

MANHOLE #2

SANITARY SEWER

SANITARY SEWER SERVICE

EXISTING RESIDENTIAL

AND 8" SANITARY SEWER

REMOVE EXISTING MANHOLE

PIV

CO

2+00

2+80

1+60

1+80

2+20

2+40

2+60

2+80

4+

6+00

7+00

8+00

3+

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3+

3+

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6+80

7+20

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7+60

7+80

8+20

8+40

6+20

0+00

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CU100

30' 60'0

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IN

E E

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SACRAMENTO DISTRICT

REQUIRED BY THE PROJECT SPECIFICATIONS.

3) WHEN WATER MAINS CROSS OVER OR UNDER SEWERS, MAINTAIN THE MINIMUM VERTICAL SEPARATION

THE LOCATIONS OR DEPTHS SHOWN AND THE INTENDED WORK CANNOT BE CONSTRUCTED AS INDICATED.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF CONDITIONS VARY CONSIDERABLY FROM

2) EXISTING UTILITIES ARE SHOWN AT ASSUMED DEPTHS, WHICH MAY VARY FROM ACTUAL CONDITIONS.

1) THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS REPRESENTED BASED ON SURVEY DATA.

NOTES:

46954695

46954695

-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

E L E

V A

T

IO

N I

N F

E E

T N

A V

D

STATION

4" SANITARY SEWER LINE AT 2% SLOPE

8" SANITARY SEWER LINE AT 2.83% SLOPE

F F

E

.5

P O

L P

U M

P H

O U

S E

PROPOSED GRADE

EXISTING GRADE

O

U T

W

.4

I

N S

E

.9

IM

E

L E

V

.3

N

H O

L E

S T

A

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IT

A R

Y S

E W

O

U T

W (E

X

IS

T

IN

G

.1

I

N

N (E

X

IS

T

IN

G

.2

I

N

E

.6

IM

E

L E

V

.8

N

H O

L E

S T

A

S

A N

IT

A R

Y S

E W

E R

S T

A

W F

IR

E W

A T

E R L

IN

E

S T

A

W C

C T

V C

A B

L E

S T

A

W

W A

T E

R L

IN

E

S T

A

W U

G P

O W

E R L

D N

E W U

G P

O W

E R L

IN

E

S T

A

E

X

IS

T

IN

G S

T O

R M D

R A

IN

S T

A

E

X

IS

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IN

G F

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A T

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IE

.9

E S

H E

E T P -1

F

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T

IN

U A

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N

S T

A

N N

E C

T T

O B

U

IL

D

IN

G S

E W

E R

C1

SANITARY SEWER PROFILE STA 0+00 TO 5+13

SCALE: HORIZONTAL 1" = 20'-0" VERTICAL: 1" = 5'-0"

20' 40'0 0 5' 10'

EXISTING 8" SANITARY SEWER LINE AT 2% SLOPE

S T

A

E

X

IS

T

IN

G I

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IG

A T

IO

N L

IN

E

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SACRAMENTO DISTRICT

UTIL. #2

HH#9

PB - 19,21

PB - 8,10

U G S

U G S

J

J

G

OLP-1

M

M

OLP-2

MCC

MCC

B1

EP101

M

FTP-1

MCC

277V/480V

12.47kV -

750 kVA

T1

2P

ES102 ES502

ES103

PB

HH #1

PB

HH #4

S P

S P

R15

D B

D B

PB

HH#1

CCTV/COMM

C4

ES101 ES502

SG6

ES102 ES502 S5

ES101 ES502

EPDS 7

EPDS 8

EPDS 19

EPDS 10

HH#4

CCTV

HH#3

CCTV

HH#2

CCTV

S P

PUMPHOUSE

NEW

UTIL. #1

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

AA

AA

AA

AA

AA

AA

AA

AA

AA

B

B

B

B

B

B B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

HH#1

CCTV

A1

ES205

C2, F7

ES505

A1

ES205

PB - 13,15

A1

ES206

A1

ES206

1GT

ES102 ES502

1GT

ES102 ES502

PB - 9

S P

S P

J

XP

A2

ES501

(TYP.)

C2

ES509

SM

SM

PA-14

PA-29

MH

MH

E

10812

10816

CB

CB

S

M M

M M

PG PG

O H

P

O H

P

O H P

O H P

O H P

208Y/120V

150 kVA-

UTIL. #2

HH#2

CCTV

HH#9

HH#1

CCTV

PA - 67,69

PA - 62,64

U G S

U G S

J

J

J

G

UGS

UGS

GENERATOR

50 hP M

M50 hP

MCC

MCC

EP101

M 10 hPMCC

277V/480V

12.47kV -

750 kVA

T1

CV

UGS

UG

S

2P

ES101 ES502

2P

ES101 ES502

2P

ES101 ES502

PB

HH #1

HH #3

PB

PB

HH #2

PB

HH #4

PB

HH #5

S P

PBHH #6

PB

HH #7

S P

R15

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

PB

EP

MH#1

MH #23013-01

EXIST

M M

HH#1

COMM

C4

ES101 ES502

C4

ES101 ES502

SG6

ES101 ES502 S5

ES101 ES502

T-TYPE

100A

2P

ES101 ES502

45'-3

#1

EPDS 1

EPDS 2

EPDS 3

EPDS 4

EPDS 5

EPDS 6

EPDS 7

EPDS 8

EPDS 9

EPDS 10

D B

D B

D B

HH#5

CCTV

HH#4

CCTV

HH#3

CCTV

HH#6

CCTV

S P

PUMPHOUSE

NEW

UTIL. #1

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

& POLE

FIXTURE

NEW LIGHT

O H P

O H P

O H P

O H P

O H P

O H P

JP

D F2

D F2

SD

J P

J P J P

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

J P

JP

JP

JP

JP

JP8JP8

JP

JP

DF2DF2

D F2

D F2

JP

JP

D F2

D F2

J P

DF2DF2

D F

D F2

D F2

D F2

D F2

W

W

W

W

W

JET A

55,000 BL

TANK 10885

JET A

55,000 BL

TANK 10882

+100

10,000 BL

TANK 10861

JET A

15,000 BL

TANK 10862

JET A

25,000 BL

TANK 10873

7 3/4

EAST

4726.463

BROKEN

WEST

4725.238

BROKEN

4712.106

S

A N

S

A N

WEST

1.5X2 E TO WE

4714.671

4714.595

4727.030

BROKEN

4715.637

4723.158

BROKEN

4712.639

4727.774

BROKEN

4712.779

4722.299

BROKEN

4713.137

4728.800

BROKEN

4711.312

UNKNOWN/SEE PHOTO

MOTOR GATE

EAST

4726.999

BROKEN

GRND ROD

4702.242

4695.757

4702.419

MW

GATE MOTOR CONT

CO

4689.542

4702.370

MW

MW

4687.661

MW

MW

4687.643

4702.374

MW

REMOTE MONITOR BOX

4704.209

4703.655

MW

GATE MOTOR CONTROL

4705.407

4685.488

S

A N

4702.596

MOTOR CONTROL GATE

MW

4685.406

4702.225

4691.115 MOTOR CONTROL GATE

MW

12 IN CMP

MW

4703.320

4692.4064690.784

4704.943

4693.728

4680.131

GROUND ROD

CAP

GROUND ROD

CAP

INTO 10 IN

E

8 IN

CAP

DLIGHT

16 IN

16 IN

GROUND ROD

CAP

PARCEL 112

CAP

6 IN

CAP

CAP

10856

10882

10861

10862

10873

10885

GR

GR

GR

A C

IND

S

A N

10812

10816

CB

8 PIPES CAPPED

10 IN DIA CASING

CAPPED

CB

CB

MH #???

CB

CB

CAPPED PIPES

CB

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05ES102.dwg

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E D W

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ES102

CONTINUED ON SHEET ES106

O

N T

IN

U E

D O

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H E

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IN

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D O

N S

H E

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S

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D O

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E T E

S

12. SEE SHEET ES513 FOR HANDHOLE DETAILS, (TYP.).

11. SEE SHEET ES510 & ES511 FOR LIGHT FIXTURE DETAILS.

SOUTH PIPELINE CONTROL CONDUCTORS.

JUNCTION BOXES ARE SHOWN FOR CLARITY PURPOSES. THESE VALVES ARE FED FROM

10. SEE ES601 FOR FIELD LOCATED PIPELINE LIMIT SWITCHES AT VALVES. NOT ALL

MOVE INFORMATION.

9. PROVIDE TAMPER SWITCH FOR PIV VALVE. SEE FA SERIES SHEETS FOR

NEW PAVEMENT. PROTECT ALL WIRING DURING CONSTRUCTION.

8. MOVE EXISTING SATELLITE DISH TO A NEW AREA NOT CONFLICTING WITH

CONDUCTOR. SEE EG500 SERIES FOR FURTHER GROUND DETAILS.

7. STATIC GROUNDING OF FUEL PIPE. USE PIPE SUPPORTS TO PROTECT

BY THE CLP.

WILL HAVE TO PAY FOR COMPLIANCE INSPECTIONS AND OTHER FEES AS REQUIRED

IF THE APPLICABLE UTILITY IS NOT CONSTRUCTED BY THE CLP THEN THE CONTRACTOR

THE REAL PROPERTY VIA THE DD1354 TO THE GOVERNMENT. FURTHERMORE,

IF NOT CONSTRUCTED BY CLP THEN THE CONTRACTOR WILL HAVE TO TRANSFER

TRANSFORMERS, SWITCHES, ELECTRICAL LINES, ETC THAT WILL BE OWNED BY THEM.

6. IT IS RECOMMENDED THAT PRIME CONTRACTOR CONTRACT WITH CLP TO CONSTRUCT

ELECTRIC METERS AND ASHRAE STANDARD 90.1.

SHARK 200 V2 OR EQUIVALENT AND MEET THE REQUIREMENTS OF UFGS 26 27 13.10 30,

METERS SHALL BE USED AND BE CONNECTED TO THE EMCS SYSTEM. METER SHALL BE A

MODIFICATIONS TO EXISTING FACILITY POWER REQUIREMENTS. AMR COMPATIBLE WATT HOUR

5. WATT-HOUR METERS SHALL BE INSTALLED ON ALL FACILITIES REQUIRING NEW SERVICE AND

CES EXTERIOR ELECTRICAL SHOP SHALL BE CONSULTED.TH AND 75

ELECTRICAL SERVICE THE SYSTEM OWNER, CITY LIGHT & POWER (CLP),

4. PRIOR TO THE INSTALLATION OR MODIFICATION OF ANY EXISTING EXTERIOR

3. SECURITY CAMERA ROUGH-IN. SEE DETAIL ON SHEET ES516.

ES502.

2. QUANTITY OF FOUR, 4" CONDUITS. SEE TRENCH DETAIL ON SHEET

FIBER OPTIC CABLE AND 25-PAIR COPPER IN CONDUIT.

1. CONTRACTOR SHALL INSTALL 12 STRAND SINGLE-MODE

KEY NOTES:

1 2

GENERAL NOTES:

BY CLP.

3. FINAL CONNECTIONS TO HILL AFB PRIMARY ELECTRICAL DISTRIBUTION SYSTEM MUST BE MADE

POWER.

2. ALL EXISTING PRIMARY DISTRIBUTION COMPONENTS BELONG TO CITY LIGHT &

FURTHER INFORMATION )

BY THE CLP. (SEE BASE FACILITY DESIGN STANDARD HILL AIR FORCE BASE FOR

WILL HAVE TO PAY FOR COMPLIANCE INSPECTIONS AND OTHER FEES AS REQUIRED

IF THE APPLICABLE UTILITY IS NOT CONSTRUCTED BY THE CLP THEN THE CONTRACTOR

THE REAL PROPERTY VIA THE DD1354 TO THE GOVERNMENT. FURTHERMORE,

IF NOT CONSTRUCTED BY CLP THEN THE CONTRACTOR WILL HAVE TO TRANSFER

TRANSFORMERS, SWITCHES, ELECTRICAL LINES, ETC THAT WILL BE OWNED BY THEM.

1. IT IS RECOMMENDED THAT PRIME CONTRACTOR CONTRACT WITH CLP TO CONSTRUCT

4 5

ES101

ES102 ES103 ES104

ES107

ES106 ES105

PIV

R28

R29

A1

ELECTRICAL SITE PLAN

SCALE: 1" = 20' - 0"

11 (TYP.)

A U

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SHEET ID

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

A R

M Y C

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PB

HH #7

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EPDS 21

D B

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M M

WEST WEST

1.5X2 E TO WE

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CO

MOTOR CONTROL GATE

MFT5138

10856

10882

A C

MH #???

CB

O H

P

O H

P

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208Y/120V

150 kVA-

UTIL. #2

HH#2

CCTV

HH#9

HH#1

CCTV

PA - 67,69

PA - 62,64

U G S

U G S

J

J

J

G

UGS

UGS

GENERATOR

50 hP M

M50 hP

MCC

MCC

EP101

M 10 hPMCC

277V/480V

12.47kV -

750 kVA

T1

CV

UGS

UG

S

2P

ES101 ES502

2P

ES101 ES502

2P

ES101 ES502

PB

HH #1

HH #3

PB

PB

HH #2

PB

HH #4

PB

HH #5

S P

PBHH #6

PB

HH #7

S P

R15

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

PB

EP

MH#1

M M

HH#1

COMM

C4

ES101 ES502

C4

ES101 ES502

SG6

ES101 ES502 S5

ES101 ES502

T-TYPE

100A

2P

ES101 ES502

45'-3

#1

EPDS 1

EPDS 2

EPDS 3

EPDS 4

EPDS 5

EPDS 6

EPDS 7

EPDS 8

EPDS 9

EPDS 10

D B

D B

D B

HH#5

CCTV

HH#4

CCTV

HH#3

CCTV

HH#6

CCTV

S P

PUMPHOUSE

NEW

UTIL. #1

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

& POLE

FIXTURE

NEW LIGHT

O H P

O H P

O H P

O H P

O H P

O H P

JP

D F2

D F2

SD

J P

J P J P

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

J P

JP

JP

JP

JP

JP8JP8

JP

JP

DF2DF2

D F2

D F2

JP

JP

D F2

D F2

J P

DF2DF2

D F

D F2

D F2

D F2

D F2

W

W

W

W

W

JET A

55,000 BL

TANK 10885

JET A

55,000 BL

TANK 10882

+100

10,000 BL

TANK 10861

JET A

15,000 BL

TANK 10862

JET A

25,000 BL

TANK 10873

7 3/4

M M

WEST

S

A N

S

A N

WEST

1.5X2 E TO WE

UNKNOWN/SEE PHOTO

MOTOR GATE

EAST

GRND ROD

MW

GATE MOTOR CONT

CO

T-870-LTM-1

MW

MW

MW

MW

T

MW

REMOTE MONITOR BOX

MW

T-870-007

GATE MOTOR CONTROL

S

A N

MOTOR CONTROL GATE

MW

MOTOR CONTROL GATE

4673.596

RMK2183

T

MW

T-870-002

4673.628

RMK2190

38552

MW

M M

GROUND RODGROUND ROD

E

8 IN

RMK4182

16 IN

Bore 6

Bore 5

16 IN

GROUND ROD

Bore 4

Bore 3

Bore 2

Bore 1

PARCEL 112

6 IN

10856

10882

10861

10862

10873

10885

GR

GR

GR

W

A T

A C

IND

S

A N

10812

10816

CB

CB

CB

MH #???

CB

CB

CAPPED PIPES

CB

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05ES104.dwg

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M

IS

S

IN

G C

A L L

O

E

S .d w g

M R

M

P F

W

P

E E

T O

F

E L E

C T

R

IC

A L S

IT

E P

L A

ES104

N T

IN

U E

D O

N S

H E

E T E

S

ES101

ES102 ES103 ES104

ES107

ES106 ES105

JUNCTION BOXES ARE SHOWN FOR CLARITY PURPOSES.

7. SEE ES601 SCHEDULE FOR FIELD LOCATED VALVE'S LIMIT SWITCHES. NOT ALL

AT PUMPHOUSE. SEE EP SERIES SHEETS FOR FURTHER DETAIL.

6. EXISTING E-STOP. INTEGRATE INTO NEW E-STOP SYSTEM

5. NEW FLOODLIGHT(S) WITH POLE AND CIRCUIT.

DETAIL.

4. STATIC PIPE GROUND SEE ES500 SERIES FOR MORE

NEW ELECTRICAL SYSTEMS.

3. EXISTING WATER DRAW OFF MOTOR. SEE EP607 SCHEDULE FOR

COMMUNICATIONS EQUIPMENT.

WITH NEW PUMPHOUSE CONTROLS. THIS INCLUDES ATG, EPDS, AND ASSOCIATED

2. CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT REQUIRING INTERFACE

NEW EPDS SYSTEM LOCATED AT PUMPHOUSE.

1. CONTRACTOR TO CONNECT EXISTING EPDS LOCATED AT BUILDING TO

KEY NOTES:

A1

ELECTRICAL SITE PLAN

SCALE: 1" = 20' - 0"

A U

G

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N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P O

F E

N G

IN

E E

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A H

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C

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T R

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U .S

A R

M Y C

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P S O

F E

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IN

E E

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SACRAMENTO DISTRICT

UTIL. #2

HH#9

PB - 19,21

PB - 8,10

U G S

U G S

J

G

277V/480V

12.47kV -

750 kVA

T1

2P

ES102 ES502

S P

S P

HH#1

CCTV/COMM

C4

ES101 ES502

SG6

ES102 ES502 S5

ES101 ES502

EPDS 7

EPDS 8

EPDS 19

HH#3

CCTV

S P

PUMPHOUSE

NEW

POLE

SECURITY CAMERA

AA

AA

AA

B

B

B

B

B

B B

B

B

B

B

B

B

B

B

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HH#1

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C2, F7

ES505

PB - 13,15

1GT

ES102 ES502

1GT

ES102 ES502

PB - 9

S P

S P

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\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05ES205.dwg

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ES205

__ KEYNOTES:

BUILDING CONDITIONS.

4. ROUTES ARE DIAGRAMMATIC ONLY. COORDINATE WITH ACTUAL

FOR FURTHER DETAIL.

3. STATIC GROUNDING OF FUEL PIPE. SEE EG500 SERIES

2. SEE FILLSTAND DETAILS ON SHEET ES505.

GROUNDING.

1. SEE EG SERIES SHEETS FOR MORE DETAIL ON CANOPY & SITE

0 10' 20'

A1

ENLARGED SITE PLAN PUMPHOUSE

SCALE: 1" = 10' - 0"

A U

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S A

C R

A M

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T O

C A

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IF

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S A

C R

A M

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T O D

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US Army Corps

U .S

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P O

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SACRAMENTO DISTRICT

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ES509

SHALL BE GALVANIZED RIGID STEEL.

3. ALL CONDUITS ABOVE GRADE AND ALL ELBOWS BELOW GRADE

(TS) 2 1/2" x 2 1/2" x 3/16" USE WELDED CONSTRUCTION.

2. PROVIDE A STEEL SUPPORT CONSTRUCTED OF TUBULAR STEEL

RECOVERY TANK ELECTRICAL PLAN VIEW ON THIS SHEET.

1. FOR CONDUIT AND CONDUCTOR REQUIREMENTS SEE PRODUCT

KEY NOTES:

M

M

GG

G

G

#1/0 AWG MINIMUM

#1/0 AWG

#1/0 AWG

#1/0 AWG

#1/0 AWG

#1/0 AWG MINIMUM

T Y

P

M

IN

DIA.

NEMA 3R

JUNCTION BOX

1'-0"

M

IN

CAP PLATE (TYP)

IS* CIRCUITS

NEMA 3R

BOX

JUNCTION

* INTRINSICALLY SAFE

BY NFPA 70 ARTICLE 504. THIS INCLUDES ARTICLE 504.30.

5. ALL INTRINSICALLY SAFE CIRCUITS SHALL BE INSTALLED AS REQUIRED

4. REFERENCE ALSO SHEET MS507.

3. ALL HOMERUNS GO TO THE PUMPHOUSE CONTROL ROOM.

2. SEE THIS SHEET FOR MOUNTING RACK DETAIL.

HAZARDOUS LOCATION.

BE CONSIDERED A CLASS 1, DIVISION 1, GROUP D

RADIUS FROM THE TOP OF THE TANK VENT SHALL

1. THE VOLUME WITHIN A 5 FOOT

NOTES:

MONITOR

LEAK DETECTION

INTERSTITIAL SPACE

M

J

U G

TO MOTOR CONTOL CENTER (MCC)

M

U G

PA-28

TO ATG BACKBOARD (SHEET TN101)

2 #10, 1 #10 GND, 1/2" C

STO

J

5'-0"

OF BEING LOCKED IN THE OFF POSITION

RATED SWITCH WITH THE CAPABILITY

PROVIDE AN EXPLOSION PROOF MOTOR

ELECTRIC WATER REMOVAL PUMP

MAG LEVEL PROBE

ATG SYSTEM

6" FLANGE FOR

FLOAT SWITCHES (4)

FUEL TRANSFER PUMP (FTP-1)

1 1/2 "C

3 #10, 1 #10 GND FOR MOTOR

JUNCTION BOX (NOTE 2)

U G

2/C #14 SHIELDED CABLE, 1/2"C

(PUMP CONTROL PANEL)

TO PCP

J

J

2/C #14 SHIELDED CABLE, 1/2"C

2/C #14 SHIELDED CABLE, 1/2"C

10 #12, 3/4" C TO PCP FOR CONTROLS

U G

U G

FLOW SWITCH (FS-30)

JUNCTION BOX (NOTE 5)

C2

PRODUCT RECOVERY TANK ELECTRICAL PLAN VIEW

SCALE: NTS

B5

PRODUCT RECOVERY TANK RACK

SCALE: NTS

C8

PRT GROUNDING PLAN VIEW

SCALE: NTS

1. SEE EG SERIES FOR GROUNDING DETAILS.

NOTES:

EG501

C6

(TYP.)

EG501

B8

(TYP.)

UG

MOTOR HEATER

2 #12, #12 GND FOR

PANEL PA

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ES510

NOT TO SCALE 01

SCHEDULE.

HOUSE-SIDE SHIELD AND FUSING AS INDICATED IN EXTERIOR LUMINAIRE

LUMINAIRE SHALL HAVE A CRI RATING GREATER THAN 65.

PROVIDE SURGE PROTECTION MEETING CATEGORY C PER ANSI C62.41.2

POLES.

CONTRACTOR SHALL PROVIDE VIBRATION DAMPENERS IN ALL SITE FIXTUREOTHER:

C MINIMUM AMBIENT TEMPERATURE.°100,000 HRS. IP66 RATED. RATED -40

90% OR GREATER POWER FACTOR WITH THD<20% WITH EXPECTED LIFE OFLIGHT ENGINE:

LED AS INDICATED. SEE LUMINAIRE SCHEDULE.LAMPS:

LATCHES FOR SECURING WITHOUT THE NEED FOR TOOLS.

INDICATED. FRAME SHALL BE HINGED AT ONE END AND BE PROVIDED WITH

FULLY GASKETED, WITH OPTION FOR FLAT OR CONVEX SHAPE AS

MOLDED HIGH TEMPERATURE GASKET. LENS SHALL BE TEMPERED GLASS,

EXTRUDED OR DIE-CAST, ANODIZED ALUMINUM FRAME WITH ONE-PIECELENS/FRAME:

OPTICS SHALL PRODUCE FULL CUTOFF.

SHALL PRODUCE IES BEAM PATTERN AS INDICATED.REFLECTOR:

FEATURES

GENERAL DESCRIPTION

40"

NOMINAL

NOMINAL

15"

NOMINAL

7 1/2"

AREA LIGHTING LUMINAIRE

WET LOCATION (IP65).LISTING:

POWDER COAT. DARK BRONZE STANDARD FINISH.

MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTERFINISH:

INTEGRAL HEAT SINK.

ONE-PIECE DIE-CAST ALUMINUM. ALL SEAMS SHALL BE SEALED AND WELDED.HOUSING:

TYPES AA

18" NOMINAL

NOMINAL

18"

NOMINAL

7"

6. CERTIFICATION - UL LISTED AND LABELED FOR WET LOCATIONS.

AND ALUMINUM HEAT SINK. SEE LIGHTING FIXTURE SCHEDULE.

5. LAMPS - LED WITH WATTAGES AS INDICATED MOUNTED TO METAL CORE CIRCUIT BOARD

1 WITH BUILT-IN SURGE PROTECTION.

4. DRIVER - HIGH POWER FACTOR CORRECTION MEETING UL 1310 UL48 CLASS 2 OR CLASS

WITH TYPE V DISTRIBUTION.

3. OPTICS SHALL PRODUCE IESNA CLASSIFIED CUTOFF OR FULL CUTOFF DISTRIBUTION

BAKED-ON POLYESTER DARK BRONZE COLORED POWDER COAT.

2. FINISH - MULTI-STAGE PRE-TREATMENT, POLYMER PRIMER SEALER, FINISHED WITH

1. HOUSING - ONE-PIECE, DIE-CAST ALUMINUM WITH DIE-CAST ALUMINUM DOOR.

LUMINAIRE REQUIREMENTS:

NOT TO SCALE 02TYPE B

REVISED: MARCH 2013 XL-21LUMINAIRE PLATE:

LED FLOOD LUMINAIRE

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE CAST ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM. HEAT

SINK SHALL BE INCORPORATED DIRECTLY INTO HOUSING TO ENSURE MAXIMUM HEAT

TRANSFER AND DISSIPATION.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER

POWDER COAT. FINISH SHALL PASS 2500 HOUR SALT SPRAY TEST PER ASTM B117.

DARK BRONZE FINISH COLOR IS STANDARD.

3. POWER SUPPLY/LED DRIVER - CLASS 1 ELECTRONIC DRIVER SHALL OPERATE AT

120/277 VOLTS, 50/60 HZ, WITH OTHER VOLTAGES OPTIONAL. POWER FACTOR SHALL BE

GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD. MINIMUM EFFICACY SHALL

BE 60 LM/W AT MAXIMUM 600mA OPERATING CURRENT.

4. LED OPTICAL ASSEMBLY - MULTI-LED ARRAY OPTIMIZED FOR SPECIFIC DISTRIBUTION

PATTERN AS INDICATED. MINIMUM COLOR RENDERING INDEX (CRI) OF 70 FOR

CORRELEATED COLOR TEMPERATURE OF 4000-4500 DEGREES K.

5. LENS - TEMPERED GLASS IN DIE-CAST ALUMINUM FRAME WITH SILICONE GASKET.

6. SURGE PROTECTION - 6 KV MINIMUM, COMPLIANT WITH ANSI C62.41.2.

7. CERTIFICATION - UL AND/OR ETL LISTED FOR WET LOCATIONS AND 2G VIBRATION

STANDARD PER ANSI C136.32. OPTICAL ASSEMBLY SHALL BE MINIMUM IP65 PER

ANSI/IEC 60529.

8. OPTIONS - PHOTOCELL, FINISH COLOR, OUTPUT DISTRIBUTION TYPE AND TRUNNION OR

SLIPFITTER TYPE MOUNTING.

9. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A

LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS AND IS NOT INTENDED

TO INDICATE A CERTAIN MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE

NOMINAL AND VARY PER MANUFACTURER.

14 IN

18 IN

OPTION

MOUNTING

TRUNNION TYPE

SHOWN WITH

HOUSING

ALUMINUM

DIE-CAST

LIGHT SOURCE

MULTI-LED ARRAY

REVISED: MARCH 2013 XL-27LUMINAIRE PLATE:

ANCHOR BASE STEEL/ALUMINUM POLE

CONCRETE FOUNDATION - SEE PLATE XL-29.

FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.

HANDHOLE.

TERMINATE C0NDUITS INTERNALLY, ADJACENT TO

INTERNAL GROUNDING LUG.

WITH COVER AND STAINLESS STEEL SCREWS.

WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING

COORDINATE TOTAL EPA WITH SPECIFICATIONS.

NOTES:

(ROUND POLE).

CROSS SECTIONAL SHAPE AND COLOR AS INDICATED,

TAPERED OR STRAIGHT STEEL OR ALUMINUM POLE.

"U"

POLE

TYPE

TENON OPTION - 2-3/8" TENON WITH PROVISION

FOR WIRING. COORDINATE WITH LUMINAIRE.

XL-27

A

XL-27

B

XL-27

C

XL-27

D

XL-27

E

XL-27

F

XL-27

G

MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES

WITH MAST ARM PROVIDED.

DIM

1'-6"

"U"

9"

12"

* USED IF MORE THEN ONE FIXTURE IS MOUNTED TO POLE.

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®of Engineers

US Army Corps

U .S

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SACRAMENTO DISTRICT

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ES515

HHLA

J

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HLA

LLA

LS

EXISTING TANK GROUNDING SYSTEM

16 #12, 1 #12 GND, 1-1/4"C

2 #12, 1 #12 GND, 3/4"C

6 #12, 1 #12 GND, 3/4"C

2 #12, 1 #12 GND 1/2" C. CIRCUIT PA#

LSLS LS

INLET VALVE SOLENOIDS

LLLA

J

2/C #14 SHIELDED, TWISTED PAIR CABLE, 3/4"C

DRAW-OFF SYSTEM

MOUNT ON WATER

EXISTING PRODUCT RETURN PUMP

WITHDRAW LINE

STRIPPING LINE

ALARM

LEVEL

NEW

REQUIRED. TYP.

SEAL-OFFS. AS

S S

INLET VALVE LIMIT SWITCHES

12 #12, 1 #12 GND, 1"C

LIMIT SWITCHES

ALARM

LEVEL

NEW

PA-##

TO ATG BKBD (NOTE 4)

TO PCP (PUMP CONTROL PANEL)

TO PCP (PUMP CONTROL PANEL)

PA-## (TANK ATG SERVO)

TO PCP (PUMP CONTROL PANEL)

EXISTING TANK

EXISTING JUNCTION BOXES

J

ATG SYSTEM

STILLWELL FOR

EXISTING

INFORMATION.

NEW LOW, AND LOW-LOW LEVEL ALARMS AT EACH TANK. SEE MECHANICAL SHEETS FOR FURTHER

5. CONTRACTOR TO VERIFY EACH TANKS ACTUAL EXISTING ATG SYSTEM. CONTRACTOR TO INSTALL

POWER AND CONDUIT CABLE SCHEDULE.

4. PA-## INDICATES CIRCUIT FED FROM PANEL PA IN PUMPHOUSE. SEE PANEL SCHEDULE, SITE PLAN, SITE CONTROL, &

3. SEE EI SERIES SHEETS FOR ACTUAL CONTROL CONNECTIONS.

2. SEE ES501 FOR HAZARDOUS AREA LOCATIONS.

PUMP.

1. SEE AS-BUILT TANK DRAWINGS AND ACTUAL TANKS. FOR EXACT LOCATION OF LEVEL SWITCHES AND WATER DRAWOFF

NOTES:

SWITCHES

ALARMS AND

EXISTING LEVEL

D2

EXISTING TYPICAL STORAGE ELEVATION

SCALE: NTS

C6

TYPICAL RACK DETAIL

SCALE: NTS

T Y

P

M

IN

DIA.

RECOGNIZED INDUSTRY PRACTICES.

5. INSTALL STRUT AS INDICATED; IN ACCORDANCE WITH EQUIPMENT MANUFACTURER’’S RECOMMENDATIONS, AND WITH

SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.

THE MINIMUM MECHANICAL PROPERTIES OF ASTM A1011 33,000 PSI MIN. YIELD AND

4. STRUT SHALL BE MADE FROM STRUCTURAL QUALITY STEEL MEETING

INSTALLED.

3. NUMBER AND LOCATION, AS REQUIRED. DO NOT EXCEED THE MAXIMUM ALLOWABLE LOAD OF STRUT FOR THE EQUIPMENT

SHALL BE GALVANIZED RIGID STEEL.

2. ALL CONDUITS ABOVE GRADE AND ALL ELBOWS BELOW GRADE

" USE WELDED CONSTRUCTION.16

3" x 2

1" x 2 2

1(TS) 2

1. PROVIDE A STEEL SUPPORT CONSTRUCTED OF TUBULAR STEEL

GENERAL NOTES:

1'-0"

CAP PLATE (TYP)

CONNECTION

THERMITE WELD

GROUND ROD

COPPERCLAD

3/4" DIA. x 10'-0"

CONNECTION

THERMITE WELD

1 5/8"

/4

VERTICAL SUPPORTS

MAXIMUM 72" BETWEEN

GENERAL NOTE #3

SEE GENERAL NOTE #1

PROVIDE ENDCAPS

EQUIPMENT

ELECTRICAL

DISCONNECT/

R E

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U .S

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SACRAMENTO DISTRICT

O H

P

O H

P

O H P

O H P

O H P

208Y/120V

150 kVA-

UTIL. #2

HH#2

CCTV

HH#9

HH#1

CCTV

PA - 67,69

PA - 62,64

U G S

U G S

J

J

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UGS

UGS

GENERATOR

50 hP M

M50 hP

MCC

MCC

EP101

M 10 hPMCC

277V/480V

12.47kV -

750 kVA

T1

CV

UGS

UG

S

2P

ES101 ES502

2P

ES101 ES502

2P

ES101 ES502

PB

HH #1

HH #3

PB

PB

HH #2

PB

HH #4

PB

HH #5

S P

PBHH #6

PB

HH #7

S P

R15

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

D B

PB

EP

MH#1

M M

HH#1

COMM

C4

ES101 ES502

C4

ES101 ES502

SG6

ES101 ES502 S5

ES101 ES502

T-TYPE

100A

2P

ES101 ES502

45'-3

#1

EPDS 1

EPDS 2

EPDS 3

EPDS 4

EPDS 5

EPDS 6

EPDS 7

EPDS 8

EPDS 9

EPDS 10

D B

D B

D B

HH#5

CCTV

HH#4

CCTV

HH#3

CCTV

HH#6

CCTV

S P

PUMPHOUSE

NEW

UTIL. #1

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

POLE

SECURITY CAMERA

& POLE

FIXTURE

NEW LIGHT

O H P

O H P

O H P

O H P

O H P

O H P

JP

D F2

D F2

SD

J P

J P J P

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

JP

J P

JP

JP

JP

JP

JP8JP8

JP

JP

DF2DF2

D F2

D F2

JP

JP

D F2

D F2

J P

DF2DF2

D F

D F2

D F2

D F2

D F2

W

W

W

W

W

JET A

55,000 BL

TANK 10885

JET A

55,000 BL

TANK 10882

+100

10,000 BL

TANK 10861

JET A

15,000 BL

TANK 10862

JET A

25,000 BL

TANK 10873

7 3/4

TA

EE

E

E

E

E

E

E E

E

E

E

E

10856

10882

A C

D E C

O R

A T

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K

TROUGH

INVERT = 4715.822

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EC102 EC103 EC104

EC106

SHEET EC105.

1. CONNECT UNDERGROUND PIPE TO EXISTING CATHODIC PROTECTION FOR NEAREST FUEL AST. SEE

KEY NOTES:

GENERAL NOTES:

1. SEE SHEET EC501, EC502 AND EC503 FOR MORE INFORMATION.

__1

EC107

EC101

EC105

20' 40'0

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®of Engineers

US Army Corps

U .S

A R

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U .S

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O R

P S O

F E

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IN

E E

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SACRAMENTO DISTRICT

PUMP ROOM

CONTROL ROOM

MECHANICAL ROOM

TRUCK FILLSTAND

600 GPM CENTRIFUAL PUMPS FOR

FEATURES

RELIEF AND CHECK

2" FCV WITH PRESSURE

MOTORIZED BALL VALVE (TYP.)

VALVE

BALL

BALL VALVE (TYP.)

TRANSITION FROM SS TO CS AS PIPING COMES ABOVE GROUND

12" SS FROM TRUCK FILLSTAND

8" COMMERCIAL PIPELINE

12" SS TO TRUCK FILLSTAND

12" SS PIPING

12" SS PIPING

BPCV FILLSTAND

3 X 600 GPM FILTER SEPARATORS FOR TRUCK

12" FROM ISSUE - FILLSTAND

8" TO RECEIPT - FILLSTAND

RTB, OR COMMERCIAL PIPELINE

SEPARATORS FOR TRUCK OFFLOAD,

3 X 600 GPM RECEIPT FILTER 8" TO RECEIPT FUEL 12" FROM ISSUE - PIPELINE

8" FROM ISSUE - PIPELINE

8" FROM TRUCK OFFLOADS

MOTORIZED DBB PLUG VALVE (TYP.)

PS-10 PS-10

PS-10

PS-12

PS-12

PS-12

PS-12 PS-12 PS-12

PS-7

PS-15

PS-14

PS-8 PS-8 PS-8

PS-8 PS-8

PS-9PS-9

PS-9PS-9PS-9

IF IF

FSI-1 FSI-2 FSI-3

FSR-1 FSR-2 FSR-3

MAV

"A" SHEET M-504

PRT. SEE DETAIL

ABOVEGROUND

FOR

RECOVERY TANK

PRODUCT

2" FROM

MAV

MAV

MAVMAV

1"

1"

PS-9

MAV

2" PCV

PG

MAV

IF

SHEET M-504

DETAIL "A"

PRT. SEE

ABOVEGROUND

TANK FOR

RECOVERY

1" TO PRODUCT

PG PG

PG PG

FS FS

FS

FP-3FP-2FP-1

PG

FS

PG

FS

PG

PG

PG

PG

PG

PG

PS-23

PS-24

PS-22

PS-21 PS-20

FP-4 FP-5

CSSS

SS SS SS

CS CS CS

FSCV-3FSCV-2FSCV-1

IF IF

SS CS

CV-1 CV-2 CV-3

CV-4 CV-5

FCV-4

FCV-5

FCV-6

NO NO NO

NC

MAV

PS-7

PS-7

PS-6 PS-6

PS-6

PS-7

PS-7 PS-7

PS-7

PS-7

PS-6

PS-6

PS-8PS-8PS-8PS-8

PS-7

PS-7

PS-7

OF 3)

(TYP

PS-12

PS-7

PS-7

PS-12

PS-7

PS-7

A1

PIPING PLAN

SCALE: 1/4" = 1 FOOT

M-302

B1

M-302

E1

M-301

A1

M-304

B1 M-304

B1

PS-12

PIT PIT

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M-101

PH

ALL STAINLESS STEEL PIPING UNDERGROUND IS EXTERIOR COATED.5.

ALL CARBON STEEL PIPING IS EXTERIOR COATED.4.

ALL CARBON STEEL PIPING 4" AND LARGER IS INTERIOR COATED.3.

ALL FILTER SEPARATORS ARE INTERIOR COATED CARBON STEEL.2.

ALL PIPING MATERIAL IS CARBON STEEL (CS) UNLESS OTHERWISE NOTED.1.

NOTES:

SCALE: 1/4" = 1'-0"

0 4'4' 2'

N

PLAN

R E

V

IS

E D I

N A

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O R

D A

N C

E W

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H A

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T

A U

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SHEET M-508.

SYSTEM, SEE

DRAW-OFF

WATER

PSIG

12"

12"

1"

IF IF

(TYP.)

TANK OVERFLOW

N.C.

(TYP.)

BALL JOINT

FLEXIBLE 50 PSIG

4"

1"

HLV-1

NOTES:

5. HIGH-HIGH AND HIGH LEVEL ALARM EQUIPMENT IS EXISTING.

UNLESS OTHERWISE NOTED BY "AGC" .

4. TANK ISSUE AND RECEIPT PIPING CONNECTS TO HEADER BELOW GROUND

EXTERIOR COATED ABOVE AND BELOW GROUND.

3. ALL CARBON STEEL PIPING 4" IN DIAMETER OR GREATER IS INTERIOR AND

2. ALL TANKS ARE EXISTING. ALL PIPING IS NEW. ALL ISSUE NOZZLES ARE NEW.

SEE SHEET M-001 FOR NOTES AND LEGEND.1.

TANK 10885

N.C.

12"

50 PSIG

4"

1"

1"

PSIG

1"

N.C.

HLV-2

PSIG

12"1"

IF

50 PSIG

4"

1"

HLV-1

N.C.

PSIG

12"1"

IF

50 PSIG

4"

1"

HLV-1

N.C.

PSIG

12"1"

IF

50 PSIG

4"

1"

HLV-1

N.C.

TANK 10873 TANK 10862 TANK 10861

TANK 10882

8"

(TYP.)

BALL JOINT

FLEXIBLE

DRAIN PIT

LOW POINT

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O. N.O. N.O. N.O. N.O. N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

N.O.

12"

12"

12"

12"

8"

8"

8"

8"

12" 12" 12"

12"

8"8"8"

8"

A T A

IR

F

IE

L D

T O O

P E

R A

T

IN

G T

A N

K S

MAV MAV MAV MAV

MAV

MAV

MAVMAVMAVMAV

OFFLOADS

CONNECTION FOR TRUCK

DRAINDRAIN

ULS

LLS

MLS

AIR ELIMINATOR

VENT

VACUUM

PRESSURE

DRAIN

PUMP

TO 60 PSIG

30"WG VAC

PSIG

0-150

M

4"

4" FUEL HOSE (10')

4" QUICK DISCONNECT

6"

6"4"

OVERFILL PREVENTION VALVE

2"

S

4" AB/CV

2" AB/CV

2"

4"

IF

6"

GLOBE VALVE

2-1/2" SPR

4"

DRAINDRAIN

ULS

LLS

MLS

AIR ELIMINATOR

VENT

VACUUM

PRESSURE

DRAIN

PUMP

TO 60 PSIG

30"WG VAC

PSIG

0-150

M

4"

4" FUEL HOSE (10')

4" QUICK DISCONNECT

6"

6"4"

OVERFILL PREVENTION VALVE

2"

S

4" AB/CV

2" AB/CV

2"

4"

IF

6"

GLOBE VALVE

2-1/2" SPR

4"

DRAIN PIT

LOW POINT

TRUCK OFFLOAD 1

TRUCK OFFLOAD 2

IFIFIFIFIFIF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

IF

8"

8"8"8"12" 12"

MAV

FOR CONTINUATION, SEE SHEET M-202

8"

1" 1" 1"

1"

U.G.

A.G.

U.G.

U.G.A.G.

A.G.

AGC

AGC

AGC

AGC

A4

FLOW DIAGRAM

SCALE: NO SCALE

N.C.

N.C.

N.C. N.C.

N.C. N.C. N.C. N.C. N.C. N.C.

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SHEET ID

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U .S

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N.O.

MAV CV-1

6"

1"

GPM

FP-1

N.O. 1 1/2"

8"

12" N.O.

MAV CV-2

6"

1"

GPM

FP-2

N.O. 1 1/2"

8"

N.O.

MAV CV-3

6"

1"

GPM

FP-3

N.O. 1 1/2"

8"

S

600 GPM

FSI-2

2" 2"

N.O.

FSCV-2

1"

1"

1"

S

600 GPM

N.O.

1"

1"

1"

FSCV-3

FSI-3

S

600 GPM

N.O.

1"

1"

1"

FSI-1

FSCV-1

N.O.

6"

N.O.

6"

N.O.

6"

2" 1"

2" 2" 1" 1"

12" 12"

12"

2"

MAV

N.O.

MAV CV-4

6"

1"

GPM

FP-4

N.O. 1 1/2"

8"

12" N.O.

MAV CV-5

6"

1"

GPM

FP-5

N.O. 1 1/2"

8"

12"

2"

MAV

S

600 GPM

FSR-2

1" 1"

FSCV-5

1"

1"

1"

S

600 GPM

1"

1"

1"

FSCV-6

FSR-3

S

600 GPM

1"

1"

1"

FSR-1

FSCV-4

N.O.

6"

N.O.

6"

N.O.

6"

2" 1"

2" 2" 1" 1"

8" 8"

- 3%2

1SLOPE DOWN 1

PG

IF

IF

PSIG

0-300 1"

PSIG

0-100

2"

SOUNDS LEVEL ALARMS

TRANSFER PUMP AND

STARTS AND STOPS FUEL

FLOAT SWITCH ASSEMBLY -

GPM

PUMP (FTP-1) 50

FUEL TRANSFER

TESTER

WITH MANUAL

FLOAT SWITCH

0-100 PSIG95% FILL LINE

LEVEL DROPS BELOW

FILL LEVEL; OPENS AS

OV-1 CLOSES AT 95%

GAUGING HATCH

SAMPLING &

VENT

HOSE

MONITOR

LEAK DETECTION .

ELECTRIC PUMP

MANWAY

LADDER

PRODUCT RECOVERY TANK (4000 GAL.)

2"

LOCKABLE

2" FILL

IF

DRAIN

IF

M

TFV-1

DRAIN

D-3 3" HOSE

4" 6"

IF

DRAIN

IF

M

TFV-2

DRAIN

D-3 3" HOSE

4" 6"

8"

PSIG

0-300

PSIG

0-300

PSIG

0-300

PSIG

0-300

DP

PG

PG

S

PG

PG

S

DP

SWIVEL (TYP)

COUPLER

BOTTOM LOADING

COMMERCIAL API

COUPLER

BOTTOM LOADING

COMMERCIAL API

TRUCK FILL STANDS

SS PANTOGRAPH

SS PANTOGRAPH

1"

1"

PS-9

N.O.

N.O.

N.O.

DRAIN PIT

LOW POINT

N.C.

IF

IF

1"

N.O. N.C.

IF

IF(TYP OF 3)

200 PSIG

1"

N.C.N.O.

8"

PSIG

0-300

N.O.

MAV

N.O. PCV-1

MAV

PSIG

0-300

2"

N.O.

6"

S

S

BPCV-1

N.O.

8"

PSIG

0-300

1" 12"

1"

N.O.

TANK (TYP)

SURGE

1"

1"

2"

2"

N.C.

NC

N.C.

CUSTODY VALVE

COMMERCIAL PIPELINE

N.C.

N.C.

N.O.

MAV

FOR CONTINUATION, SEE SHEET M-201

N.C.

12"

12"

12"

8"

8"

8"

N.O.

8"

N .O

N .O

8"

12"

NOTES:

A1

FLOW DIAGRAM

SCALE: NO SCALE

5. ALL STAINLESS STEEL UNDERGROUND PIPING IS EXTERIOR COATED.

4. ALL CARBON STEEL PIPING IS EXTERIOR COATED ABOVE AND BELOW GROUND.

ABOVE AND BELOW GROUND.

3. ALL CARBON STEEL PIPING 4" DIAMETER AND GREATER IS INTERIOR COATED

2. ALL PIPING IS NEW.

SEE SHEET M-001 FOR NOTES AND LEGEND.1.

8"

8"

8"

6"

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A R

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O R

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F E

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SACRAMENTO DISTRICT

R17

I16

FP-1

CV-1

I19

I17

FP-2

I20

I18

FP-3

CV-2

CV-3

I21

I27

I26

I25

FSI-1

FSCV-1

FSCV-2

FSI-2

FSCV-3

FSI-3

IF

SURGE TANK

IF

I29

IF

TRUCK FILL STAND 1

I30

IF

TRUCK FILL STAND 2

IFIF

DRAIN PIT

LOW POINT

N.O.

PCV-1

N.O.

I34

I35

D/FV-1

M

SURGE TANK

I36

I37

BPCV-1

R27

R26

R25

R22

FSR-1

FSCV-1

R23

FSCV-2

FSR-2

R24

FSCV-3

FSR-3

I41

FP-5

I39

CV-1

FP-4

I40

I38

PUMP

RECOVERY

PRODUCT

ASSEMBLY

FLOW SWITCH

INDICATOR

LIQUID LEVEL

AND CAP

FILL POINT

MANWAY

FTP-1

IF

OV-1

VENT

GAUGING POINT

SAMPLING AND

TANK

PRODUCT RECOVERY

MONITOR

LEAK DETECTION

ELECTRIC PUMP

POINT

WATER DRAW-OFF

POINT

SAMPLE RETURN

R14

FOR CONTINUATION, SEE SHEET M-203A

R11

I13

I14

R12

R13

I15

I22

I23

I24

I28

I31

I32

I33

I42

R15

R16

R18

R19

R20

R21

I44

I43

I45

M I46

I45

R28

1. FOR CONTINUATION, SEE SHEET M-203A

NOTE:

FROM COMMERCIAL PIPELINE

B1

ISOMETRIC DIAGRAM

SCALE: NO SCALE

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P O

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O M

A H

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SACRAMENTO DISTRICT

S E

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O T

E

M

PS PS

60"

12" ISSUE

PS-23

FILLSTANDS

TRUCK

12" TO

VALVE

12" PLUG

CONNECTION

8" CROSS

1"

DRAIN

2"

N.C.

MAV

PS-24

PS-22

8"

REDUCER

8" X 6"

SENSING LINE

PCV-1 PRESSURE

2" PCV-1

BALL VALVE

4" FULL PORT

6"

2" N.O.

MAV

N.O.

6"

MIN.

8"

CONNECTION

SAMPLE

PS-20

BALL VALVE

4" FULL PORT

N.O.

BPCV-1

6"

PS-21

2"

RED.

8"x6" 8"

PS-19

(TYP.)

STAINLESS STEEL CLAMPS

RUBBER SEAL WITH

SEAL (TYP.)

SEGMENTED ELASTOMERIC

MECHANICALLY ADJUSTABLE

FILLSTANDS

12" FROM TRUCK

"TRUCK FILL STAND".

TALL LETTERS

LABEL ON WALL 4"

RETURN".

TALL LETTERS "LOOP

LABEL ON WALL 4"

N.O.

PS-20

D2

SECTION 1

1/2" = 1 FOOT

OFFLOADS

8" FROM TRUCK

FINISHED FLOOR

2" TO PRODUCT RECOVER TANK

LINE TO TANKS

8" RETURN

ELASTOMERIC SEAL (TYP.)

MECHANICALLY ADJUSTABLE SEGMENTED

SLEEVE

(TYP.)

STAINLESS STEEL CLAMPS

RUBBER SEAL WITH

SEE NOTE 3

8" FROM COMMERCIAL SUPPLY

N.O.N.O.N.O.

MAV

STRAINER

BASKET

PRESSURE GAGE

DIFFERENTIAL

SHEET M-503

SEE DETAIL 'K',

CONNECTION,

SAMPLE

8"

(OUTSIDE)

VALVE

PLUG

8" DBB

RECEIPT FILTRATION

8" RECEIPT LINE TO

PS-7

PS-7

8"

A1

SECTION 1

1/2" = 1 FOOT

PS-6

PS-6

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M-301

DIMENSIONS BASED ON A FLOOR ELEVATION OF 99'-6".4.

THE BOTTOM OF THE SLEEVE SHALL BE BELOW FROST.

THE TOP OF THE SLEEVE SHALL BE A MINIMUM OF 6" ABOVE GRADE AND 3.

FLOOR USE CHANNEL SUPPORTS WITH U BOLT ANCHORING.

SUPPORT 2" DRAIN LINES WITH PIPE CENTERLINE 3" ABOVE FINISHED 2.

WITH OPERATORS ON TOP OF VALVES.

VALVE STEMS ON ALL MANUAL VALVES SHALL BE HORIZONTAL OR ABOVE 1.

NOTES:

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SCALE: 1/2 ''= 1'-0"

0 2'2' 1'

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®of Engineers

US Army Corps

U .S

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IF

BY PUMP

ELEVATION SET

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PS-15

12"

FINISHED FLOOR

MAV

12" 12"

LINE

HYDRANT LOOP RETURN

8" CROSS CONNECT TO

CLAMPS (TYP.)

STAINLESS STEEL

RUBBER SEAL WITH

SEAL (TYP.)

SEGMENTED ELASTOMERIC

MECHANICALLY ADJUSTABLE

DISCHARGE HEADER

12" FILTER SEPARATOR

PS-14

PS-23

SURGE TANK

WALL PENETRATION

12" PLUG VALVE

IF

SLEEVE

12" TO TRUCK FILLSTANDS

N.O.

FROM RETURN LINE

8" CROSS CONNECTION

DISCHARGE HEADER

12" FILTER SEPARATOR

2" FILL

2" DRAIN

6"

FSCV-2

N.O.

AAV

FSI-2SHEET M-503

SEE DETAIL

LEGS, 4 EACH

3" x 3" x 1/4"

FINISHED FLOOR

DIAGONAL, 4 EACH

3" x 3" x 1/4"

RECOVERY TANK

2" TO PRODUCT

1"

PS-12

1"

1" FILL

1"

PS-32

6"

6" PS-10

CV-2

HEADER

DISCHARGE

12" PUMP

PS-9

6"

FP-2

FLOW SWITCH

FOR FP-1 ONLY

PRESSURE SENSOR

VALVE

RELIEF

VALVE

CHECK

SILENT

8"

PS-8

PS-6

2"

2" DRAIN

HEADER

12" SUCTION

WALL PENETRATION

1 1/2" DRAIN

TANKS (TYP.)

12" SUCTION FROM BULK

(TYP.)

STAINLESS STEEL CLAMPS

RUBBER SEAL WITH

ELASTOMERIC SEAL (TYP.)

ADJUSTABLE SEGMENTED

MECHANICALLY

GRADE

TANKS".

"ISSUE FROM

4" TALL LETTERS

LABEL ON WALL

FSCV-2FSCV-2

N.O.

E1

SECTION 2

SCALE: 1/2" = 1 FOOT

B1

SECTION 3

SCALE: 1/2" = 1 FOOT

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M-302

DIMENSIONS BASED ON A FLOOR ELEVATION OF 99'-6".4.

FROST.

GRADE AND THE BOTTOM OF THE SLEEVE SHALL BE BELOW

THE TOP OF THE SLEEVE SHALL BE A MINIMUM OF 6" ABOVE 3.

ANCHORING.

FINISHED FLOOR USE CHANNEL SUPPORTS WITH U BOLT

SUPPORT 2" DRAIN LINES WITH PIPE CENTERLINE 3" ABOVE 2.

VALVES.

HORIZONTAL OR ABOVE WITH OPERATORS ON TOP OF

VALVE STEMS ON ALL MANUAL VALVES SHALL BE 1.

NOTES:

SCALE: 1/2 ''= 1'-0"

0 2'2' 1'

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U .S

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SACRAMENTO DISTRICT

6"

R

R

BOLTS

" DIA.2

1WITH 4 -

" x 6"x 6" PLATE4

1 PLATE

FLANGE

FRONT

DP

2'-0"

L

3" HOSE 8" PVC PIPE "LID" SECTION

AWAY FROM DRIVE

"LID" TO SWING

PIPE INSIDE 8" CHANNEL.

REQUIRED TO STABILIZE PVC

BLOCKING (TYPICAL AS

JOINT

SECTION OF SWIVEL

C UPPER HORIZON

CUT LINE FOR 8" PVC PIPE

CL

WEIGHT STEEL PIPE

4" DIA. STANDARD

EDGES OR BURRS INSIDE PVC PIPE)

BOLTED CONNECTIONS (NO SHARP

STEEL CHANNEL WITH SCREWED OR

SECURELY FASTEN 8" PVC PIPE TO

L

LC PVC PIPE

5' FROM EDGE OF DRIVE

(TYP. )

VALVE,

CHECK

CL

6" PLUG VALVE

HIGH POINT VENT

1"

DEADMAN DEAD HOSE HOLDER, SEE DETAIL

WITH PLUG

DRAIN VALVE

BALL VALVE

6" BASKET STRAINER

SHEET ES-503

ASSEMBLY. SEE DETAILS ON

STATIC GROUND RECEPTACLE

CONNECTION

SAMPLE

LONG

3" HOSE, 15'

DRYBREAK DISCONNECT

D-3 NOZZLE AND

3"

DRYBREAK DISCONNECT

COMMERCIAL NOZZLE AND

" BENT PLATE4

R 4"

"4 12"x 2"x

ANGLE

4"

3 " PLATE4

PLATE

FLANGE

BACK

R

CONCRETE

FRONT VIEW SIDE VIEW

FROM DRIVE SIDE)

METER (REGISTER TO READ

STAND CONTROL VALVE

4" TRUCK FILL

PRESSURE GAUGE (0-300 PSI)

6" BASKET STRAINER

IF

PLUG

DRAIN WITH

BALL VALVE

SHEET ES-503

ASSEMBLY, SEE DETAILS ON

STATIC GROUND RECEPTACLE

CONCRETE SUPPORT

3 5/8"

SAMPLE CONNECTION

#1/O TW CU GND CONDUCTOR

" x 10' GALVANIZED STEEL GROUND ROD4

CONNECTIONS

THE 6" PIPE. EXOTHERMIC WELD ALL

SIDE OF THE INSULATING FITTING ON

NON-CATHODICALLY PROTECTED

GND CONDUCTOR TO THE

CONTINUE THE #1/O TW CU

REGISTER.

TO PROTECT PRESSURE GAUGE AND METER

STEEL PLATE BOLTED TO FLANGE AND LOCATED

PRESSURE GAUGE (0-100 PSI)

3"

ANCHOR BOLTS EMBEDDED 9".

" DIA. TYPE A 307 HEADED 4

34 -

HOLDER AND STRAP

PRESSURE FUELING NOZZLE

PS-2 PIPE SUPPORT

OF SWIVEL JOINT

C VERTICAL SECTIONL

SECTION OF SWIVEL JOINT

C UPPER HORIZON

C OF 8" PVC PIPEL

SWIVEL JOINT

5"

6"+

IN THE BOTTOM OF THE PVC PIPE.

FLEXIBLE HOSE WILL ACTUALLY LAY

THE FLANGED SWIVEL JOINT. THE

APPEAR RIGIDLY EXTENDED FROM

SHOWN HERE AS THEY WOULD

THE 3" HOSE AND DISCONNECT ARE

NOTE:

1'-0" 9" 3" HOSE x 15' LONG

C8x11.5, 8'-6" LONG

HINGE LINE

11'-8"

TYP.

3"

1'-5"

SCHEDULE 40

8" PVC PIPE,

TO DESIGNER

SEE NOTE 1

3" DISCONNECT

CUT 2"X8" HOLE TO FACILITATE HANDLE

SEE DETAILS ON SHEET ES503

STATIC GROUND RECEPTACLE ASSEMBLY.

4" DIA. STANDARD WEIGHT STEEL PIPE

BASE PLATE, SEE DETAIL

1" GROUT

MINIMUM EMBEDMENT.

" 2

1" DIA. EXPANSION ANCHORS WITH 3 2

CONNECTIONS.

FITTING ON THE 6" PIPE. EXOTHERMIC WELD ALL

NON-CATHODICALLY PROTECTED SIDE OF THE INSULATING

CONTINUE THE #1/0 TW CU GND CONDUCTOR TO THE

" x 10' GALVANIZED STEEL GROUND ROD.4

#1/0 TW CU GND CONDUCTOR

SECTION IN OPEN POSITION.

REQUIRED TO SUPPORT PVC "LID"

QUANTITY, TYPE AND FASTENERS AS

HINGES. PROVIDE SIZE, LENGTH,

ALUMINUM OR STAINLESS STEEL

FOR PIPE BEHIND

FS

FS

PLUG

DRAIN WITH

BALL VALVE

PLUG

DRAIN WITH

BALL VALVE 1"

G2

TRUCK FILLSTAND (W/ PANTOGRAPH)

1-1/2" = 1 FOOT

M-502

A1

C2

SECTION 1

1-1/2" = 1 FOOT

A2

HOSE SUPPORT STRUCTURE ELEVATION

1-1/2" = 1 FOOT

M-502

A1

M-502

A1

A7

SECTION 3

1" = 1 FOOT

F7

HOSE RACK DETAILS

1-1/2" = 1 FOOT

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