Revised_Drawings_5.PDF

6" MIN.

EA. SIDE

EQUIPMENT

DIMENSION

#4 @ 12"

EACH WAY

C L E

A R

6"

12"

THICKENED EDGE AT

PERIMETER OF SLAB

COMPACTED FILL

#4 IN EACH THICKENED

EDGE CONTINUOUS

AROUND CORNERS

C L E

A R

5" 5"

FINAL GRADE

2"

CONCRETE EQUIPMENT PAD NOTES:

316 SS ANCHOR BOLTS.

COORDINATE SIZE

AND LOCATION WITH

EQUIPMENT SUPPLIER.

3/4" CHAMFER (TYP.)

1. SEE CIVIL, MECHANICAL AND ELECTRICAL SHEETS FOR

LOCATION OF EQUIPMENT PADS.

2. THE PLAN DIMENSONS OF EQUIPMENT BASES AND THEIR

ANCHOR BOLT LOCATIONS, SIZES, EMBEDMENTS, AND

PROJECTIONS SHALL SUIT THE REQUIREMENTS OF THE

MODIFIED PROCTOR METHOD.

TO A DENSITY OF 95% OF MAXIMUM DENSITY ACCORDING TO ASTM D1557

FILL, WHICH SHALL BE COMPACTED IN TWO 6-INCH LOOSE THICKNESS LIFTS

REPLACED WITH ONE FOOT OF NONEXPANSIVE GRANULAR STRUCTURAL

4. NATIVE SOIL BELOW THE PAD SHALL BE OVEREXCAVATED AND

DENSITY PER ASTM D1557 MODIFIED PROCTOR METHOD.

3. COMPACTION REQUIREMENTS ARE IN ACCORDANCE WITH MAXIMUM

APPROVED EQUIPMENT FURNISHED.

PAD

TRANSFORMER

PUMPHOUSE

HILL AFB

PAVEMENT

NEW

PAVEMENT

EXISTING

6"

NO SCALE

PIPE SUPPORTS

REPAIR FOR INSTALLATION OF NEW

CONTAINMENT BASIN PAVEMENT

JOINT SEALANT

@ 12" O.C.

GROUT #4

DRILL AND EPOXY

FOUNDATION

SUPPORT

NEW PIPE

AND SEALANT

EXPANSION JOINT

NO SCALE

TYPICAL EXTERIOR CONCRETE EQUIPMENT PAD

NO SCALE

PUMPHOUSE TRANSFORMER PAD DETAIL

MATCH EXISTING

CONCRETE PAVEMENT TO

INSTALL NEW 4" THICK

5,000

5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 5,000 PSI AT 28 DAYS.

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SACRAMENTO DISTRICT

11. SEE UFGS 33 56 13.13 FOR ADDITIONAL REQUIREMENTS.

10.PROVIDE INTERIOR AND EXTERIOR REPAIRED COATINGS PER UFGS 33 56 13.13.

REQUIREMENTS OF API 650 & 653.

9.INSERT AND PATCH PLATES FOR REMOVED NOZZLES SHALL BE IN ACCORDANCE WITH

CONSTRUCTION OF ACCESS OPENINGS IN THE TANK SHELL.

8.THE CONTRACTOR IS RESPONSIBLE FOR ANY REINFORCEMENT NECESSARY FOR

ALTERATIONS.

SHORING NECESSARY TO PROTECT THE STRUCTURAL INTEGRITY OF THE TANK DURING

7.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY TEMPORARY BRACING OR

CONSTRUCTION.

INFORMATION GIVEN IN THE CONTRACT DRAWINGS WHICH WOULD AFFECT THE NEW

CONTRACTING OFFICER FOR REVIEW AND APPROVAL, ANY DEVIATIONS FROM THE

DIMENSIONS AND LOCATIONS OF ISSUE AND RECEIPT NOZZLES, AND SUBMIT TO THE

6.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING TANK

078-24-27 TO ACCOUNT FOR ANY ADJUSTMENTS OF THE FLOATING PAN.

5. CONTRACTOR SHALL ADJUST LOW AND LOW-LOW ALARMS IAW DOD AST STANDARD AW

NOZZLE INTERIOR FLANGE BY MINIMUM OF 6".

PAN IF NECESSARY SO THE BOTTOM OF THE FLOATING PAN CLEARS THE LARGEST TANK

4.CONTRACTOR SHALL VERIFY AND ADJUST THE LOW LEG POSITION OF THE FLOATING

- PROVIDE WATER DRAW-OFF SYSTEM AND PIPING. SEE DETAIL A1 ON SHEET M-507

-REPLACE 3" LOW SUCTION LINE WITH 4" (EXCEPT TANK 10885);

-REPLACE 8" ISSUE PIPING AND NOZZLES WITH 12"

TANKS 10873, 10885

- PROVIDE WATER DRAW-OFF SYSTEM AND PIPING. SEE DETAIL A1 ON SHEET M-507

-REPLACE 3" LOW SUCTION LINE WITH 4" (EXCEPT TANK 10882);

-REPLACE 6" RECEIPT PIPING AND NOZZLES WITH 8"

-REPLACE 6" ISSUE PIPING AND NOZZLES WITH 12"

TANKS 10861, 10862, 10882

XD103. NO TANK PLANS ARE PROVIDED FOR TANKS 10873 & 10885.

AND OTHER INFORMATION ON SHEETS MS103, MS104, MS106, & MS107, XD101, XD102, &

3.COORDINATE REMOVAL AND ALTERATIONS WITH THE CONSTRUCTION PHASING PLAN

HAS BEGUN.

CONTRACTING OFFICER FOR REVIEW AND APPROVAL BEFORE ALTERATION OF THE TANK

RESPONSIBLE FOR SUBMITTING ANY DEVIATIONS FROM THIS REQUIREMENT TO THE

ARRANGEMENT APPURTENANCES, AND FITTINGS. THE CONTRACTOR SHALL BE

2.SEE MECHANICAL AND CIVIL SITE PLANS FOR THE ORIENTATION OF THE TANKS,

RECONSTRUCTION".

TANKS FOR OIL STORAGE," AND API 653 - "TANK INSPECTION, REPAIR, ALTERATION, AND

WITH FIXED ROOFS", AMERICAN PETROLEUM INSTITUTE (API) STANDARD 650 - "WELDED

THE DOD STANDARD DESIGN AW 78-24-27-"ABOVEGROUND VERTICAL STEEL FUEL TANKS

REPAIRS AND ALTERATIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF

1.EXCEPT AS SHOWN OR MODIFIED HEREIN OR IN THE CONTRACT SPECIFICATIONS, TANK

A. GENERAL NOTES:

NOTE: MOUNT THERMAL RELIEF VALVES VERTICAL.

SS SS

CS CS

FUEL LINE SHELL NOZZLE

CONNECTION (TYP)

1" WELDING BRANCH

(TYP OF 2)

W/LOCKABLE HANDLE

1" BALL VALVE

1" BLIND FLANGE

VALVE

1" THERMAL RELIEF

1" TEE

1" WNF (TYP)

1" PIPE (TYP)

THE TANK SIDE

RELIEF DIRECTION SHALL BE TO

AND OTHER INTERNAL APPURTENANCES BY 6 INCHES AT LOW LEG LEVEL.

2.FLOATING PAN SHALL CLEAR HIGHEST POINT OF FLANGE ON ANY NOZZLE

BOTTOM.

1.LOCATE MITER JOINT SO AS TO PROVIDE SLOPE OF PIPE PARALLEL TO TANK

NOTES:

SEE NOTE 1

3'-0"

C8

SUPPORT (TYP)

INTERIOR PIPE

E8

TRV

M-506

C7

CONNECTOR

FUEL SAMPLE

A8

PENETRATION

SHELL 1/2 OF TANK RADIUS

PIPE

SHORT RADIUS ELBOW

TANK BOTTOM

WNF (TYP)

FLOATING PAN

MITER JOINT

ANTI-VORTEX PLATE

" THICK 4

1ROUND x

2 TIMES PIPE DIAMETER

TYP

V A

R

IE

S

VARIES

TEFLON COAT U-BOLTS

(TYP)

WASHER

SERVICE

SCHEDULE FOR SIZE AND

PIPE, SEE NOZZLE/EQUIPMENT

FILL DIFFUSER)

PIPE (NOT REQUIRED ON

NUT AND LEAVE LOOSE ON

" SS U-BOLT, DOUBLE 8

" (TYP)4

1L 3"x3"x

STEEL WITH NUTS & WASHER

" BOLTS, STAINLESS2

1(2)

SUPPORTS EVERY 8'-0" FOR LARGER SIZE PIPES.

PROVIDE INTERNAL PIPE SUPPORTS EVERY 6'-0" FOR PIPES 4" AND SMALLER. PROVIDE INTERNAL PIPE

NOTE:

" (TYP)4

1L 3"x3"x

" WIDE x VARIES2 1x 10

" THICK BASE PLATE 4

(TYP)

VERTICAL L

LONG,

SLOTS, 3"

DOUBLE

CLR4

4" TYP

TYP

1/4

(M

IN

C L

R

X-001

TANK SHELL

WNF (TYP)

TANK BOTTOM

EXISTING SUMP

NOMINAL WITH 2" PLATE FLANGE

NOZZLES SMALLER THAN 2"

PROVIDE WATER DRAW-OFF

NOMINAL

ALL NOZZLES LARGER THAN 2"

PROVIDE REINFORCING PLATE ON

SLOPE OF TANK BOTTOM

SLOPE OF INTERNAL PIPING TO PARALLEL

MITER PIPE AT FLANGE JOINT TO ALLOW SUPPORT

INTERIOR PIPE

CLARITY.

FLOATING PAN NOT SHOWN FOR

NOTE:

/2

NEW DBB VALVE

4" LOW SUCTION LINE

(ALL TANKS)

DOD AST STD

ISSUE LINE PER

CONNECT TO

/2

N O

T E

S

TANK DIMENSIONS

TANK NO. DIAMETERHEIGHT

40'-0"

40'-0"

50'-3"

52'-0"

10861 42'-6"

10862 52'-0"

10873 63'-0"

10882 52'-3" 93'-0"

10885 93'-0"

ELEVATION

TEST DRAIN IS NEVER LOWER THAN AS INDICATED AND TEST VENT IS NEVER HIGHER THAN AS INDICATED.

3. FOR TANKS WITH FLOATING PAN, LOW AND LOW-LOW ALARM SHELL NOZZLES WILL BE HIGHER. ENSURE

2. EQUIPMENT, PIPE, FITTINGS, CHAMBER AND VALVES SHALL BE STAINLESS STEEL.

1. MAY BE INCREASED FOR LARGER SPACING BETWEEN LLS AND LLLS SET POINTS.

NOTES:

TANK SHELL

LLS

SET POINT

SET POINT

LLLS

2" NPT MOUNTING THREAD (TYP)

SENSOR HOLDER/JUNCTION BOX W/

TEST VENT

1" BALL VALVE (TYP)

NOZZLE (TYP)

LOW & LOW-LOW LEVEL ALARM

STORAGE TANK (TYP)

1" FLANGED CONNECTION TO

SHELL JOINT

TANK FLOOR TO

(TYP)

1" THREADED CAP

TANK FOUNDATION APRON

PLATFORM

FINISH GRADE OR TOP OF

(SEE NOTE 3)

WITHOUT FLOATING PAN

1'-6" (MIN) FOR TANK

CHAMBER (TYP)

4" LEVEL SENSOR

RINGWALL

TOP OF TEST DRAIN

(TYP OF 2)

SUPPORT

/2 ±1 (S

E E N

O T

E

M A

X (S

E E N

O T

E

ELEVATION

PLAN

NOZZLE

SIZE OF

"A" "h" X "H"

8 12 8X14

TABLE 2

A8

SHELL PENETRATION

M-506

C7

CONNECTOR

FUEL SAMPLE

E8

TRV

C8

OF 2)

INTERIOR PIPE SUPPORT (TYP

SLOPE

DISCHARGE

FUEL

S E

E N

O T

E

"h

3'-0"

60°

"A

'-0

" T

YP

"H

WNF (TYP)

TANK SHELL

FLOATING PAN

MITER

TANK BOTTOM

TANK SHELL

PIPE

TRANSITION

ROUND TO OVAL

OVAL PIPE DIFFUSER

THE TANK DOES NOT ENCOUNTER OTHER APPURTENAANCES FOR AT LEAST 180 DEGREES.

2. DIFFUSER MAY BE PROVIDED OPPOSITE-HAND FROM THAT SHOWN. HOWEVER, THE GENERAL ARRANGEMENT SHALL BE SUCH THAT THE FLOW INTO

A 12" NOZZLE IS SHOWN. FOR OTHER SIZES, SEE TABLE 2.

1. FLOATING PAN SHALL CLEAR HIGHEST POINT OF FLANGE ON ANY NOZZLE AND OTHER INTERNAL APPURTENANCES BY 6 INCHES AT LOW LEG LEVEL.

NOTES:

/4

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X-001

A5

LOW SUCTION LINE

SCALE: NONE A8

SHELL PENETRATION

SCALE: 3/4" = 1'-0"

C8

INTERIOR PIPE SUPPORT

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

E8

THERMAL RELIEF VALVE (TRV)

SCALE: NONE

C4

ISSUE NOZZLE

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

A1

LOW & LOW-LOW LEVEL SWITCHES

SCALE: 1" = 1'-0"

D1

FILL NOZZLE

SCALE:

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SACRAMENTO DISTRICT

TANK 10885

TANK 10873

A N

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SS101

PS1

PS2

PS3

PS4

PS5

PS6

PS7

PS8

PS9

PS10

PS11

PS12

PS13

PS14

PS15

PS16

PS17

PS20

PS21

PS22

PS23

PS24

PS25

PS26

PS35

PS36

PS37

PS39

PS40

PS41

PS42

PS43

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TANK 10862

A N

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TANK 10861

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SACRAMENTO DISTRICT

7'-6"

23'-6"

54'-0"

3'-3"

/8

/1

16'-7"

2'-4" 6'-6" 3'-11" 6'-10" 7'-10" 2'-7" 6'-3" 2'-6" 7'-9"

6'-8" 5'-7" 3'-9" 12'-5" 5'-8" 10'-5" 3'-5" 2'-10"

PENETRATIONS)

EDGE OF PENETRATION ON ALL SIDES (TYP. OF ALL SLAB

2. 2 - #4 SPACED 4" O.C. TOP AND BOTTOM EXTEND 2'-0" FROM

FOR PIPING WITH MECHANICAL

1. VERIFY LOCATION AND SIZES OF ALL SLAB PENETRATIONS

NOTES:

SEE NOTES

SS304

A1

D1

PIPE SUPPORT SLAB PLAN VIEW

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

CONTROL JOINT DETAIL

(SAWED TYPE)"/CP502 FOR

JOINT SEALANT DETAILS

SEE "CONTRACTION

CONTROL JOINT DETAIL

(SAWED TYPE)"/CP502 FOR

JOINT SEALANT DETAILS

SEE "CONTRACTION

13'-11"

SEE A8 THIS SHEET (TYP)

ELEV. VARIES

BOTH

FLANGES

(TYP)

TYP.

EL. VARIES

SEE SCHEDULE

SHEET SS601

TYP.

ELEV. VARIES

C L

R

PIPE CL

2'-0" 2'-0"

4'-0"

H P

IP

E C E

L E

V F

IN

F

L R E

L E

V

L

1'-6" 1'-0"

E7

STEEL PIPE SUPPORT PIERS

SCALE: NTS

SB304

SEE SCHEDULE ON SS601

PIPE SUPPORT TYPE

SEE SCHEDULE FOR

W8X24 BRACKET

W12X26 (TYP)

BASE DETAIL ON SB304

SEE TYPICAL COLUMN

1" GROUT

F

O R P

IP

E

F

O R

P

IP

E

" 1

1'-6"

TOP & BOTTOM

EACH WAY

#4 @ 8" O.C.

6" 50'-0" LONG DIRECTION

14'-0" SHORT DIRECTION

6" 1'-6"

A1

TYPICAL THICKENED SLAB CROSS SECTION

SCALE: NTS

3" CLR (TYP)

W12X26

W8X24 BRACKET

17"X17"X1" THICK PLATE

E7

SS304

A8

PLAN OF STEEL PIPE SUPPORT PIER

SCALE: 1" = 1'-0"

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"4

PIPE CL

" FOR 12" DIA. PIPE4

" FOR 8" DIA. PIPE4

LENGTH:

" STEEL PLATE 8

FACING ON TEE

STAINLESS STEEL.

SURFACE OF STEEL PLATE

FILLED TEFLON ON TOP

ANCHOR

W/EMBEDDED

PLATE

16"x16" STEEL

WT4x5x10" LONG

CONTINUOUS TO TEE

PIPE FIELD WELD

" STEEL PLATE8

STEEL PLATE

"2 118" X 18" X

MORTAR

BEDDING

DAMP PACK

ANCHOR BOLTS

" DIA. A3078

7(4) -

NUT AS REQUIRED

SHIM OR LEVELING

" PLATE8

3" x 4

1OF 15

CUT ALL CORNERS

SS501

E5

PIPE SUPPORT NOTES:

AREAS OF HIGH RESTRAINT AND INCREASED POTENTIAL FOR CRACKING.

SHAPE SO AS TO AVOID 3 WELDS INTERSECTING IN THE CORNERS, WHICH CAUSES

TRIANGLES CUT OFF OF ALL 4 CORNERS. THE PLATE SHALL NOT BE SQUARE IN

2. THE 151#4" x 3#8" HORIZONTAL PLATE BETWEEN SADDLES SHALL HAVE 1" X 1"

CARBON STEEL PLATES OR TEES TO STAINLESS STEEL PIPE.

ELEMENTS SHALL HAVE THE SAME MECHANICAL PROPERTIES. DO NOT WELD

GUIDES AND TEES WHERE STAINLESS STEEL PIPE IS USED. ALL STAINLESS STEEL

1. PROVIDE STAINLESS STEEL PIPE SUPPORTS, INCLUDING: STRAPS, PLATES,

4"

(T

Y P

1" (TYP)

1'-4" O.S. TO O.S. SADDLES

" PLATE4

11'-3

4"

5" 5" 4"

5" 5" 4"

E5

TYPE AS: ANCHORED SUPPORT SECTION

SCALE: NTS

E2

TYPE AS: ANCHORED SUPPORT DETAIL

SCALE: NTS

C2

TYPE FS: FREE SUPPORT DETAIL

SCALE: NTS

C5

TYPE GS: GUIDED SUPPORT DETAIL

SCALE: NTS

C7

TYPE GS: GUIDED SUPPORT SECTION

SCALE: NTS

(TYP. OF 4 PER PLATE)

"OR" HEADED END

W/HEX BOLT ON THREADED END

5/8" DIA. SMOOTH ROD

3" TYP.

TOP OF SUPPORT STEEL

TYP.

"16

HOLD DOWN LUGS

3/8" STEEL PLATETO STEEL TEE

WELD CONT.

PIPE-FIELD

SS501

A7

/4

/2

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/4

/2

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ANCHOR BOLTS

(4) - 7#8" DIA. A307

10"

2 1/2"

STEEL PLATE

TOP SURFACE OF

FILLED TEFLON ON

HOLD DOWN LUGS

BASE W/ GUIDES

SEAL WELD CONT.

FACING ON TEE;

STAINLESS STEEL

1' - 4"

CENTER 4" FROM EDGE

ANCHOR BOLTS

" DIA. A3078

7(4) -

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SACRAMENTO DISTRICT

O H

P

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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

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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

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

T

O R

EASTE

M M

4726.463

BROKEN

WESTE

4725.238

BROKEN

4712.106

E

S

A N

S

A N

WESTE

1.5X2 E TO WE

E

4714.671

4714.595

E

4727.030

BROKEN

4715.637

4723.158

BROKEN

4712.639

4727.774

BROKEN

4712.779

4722.299

BROKEN

4713.137

INVERT = 4698.599

12 IN

4728.800

BROKEN

4711.312

UNKNOWN/SEE PHOTOE

MOTOR GATEE

EASTE

4726.999

BROKEN

GRND ROD

4702.242

4695.757

4702.419

E

MW

E

INVERT = 4700.121

6 IN PVC

GATE MOTOR CONT

E

CO

4689.542

T-870-LTM-1

4702.370

E

MW

MW

E

E

E

4687.661

E

MW

MW

E

E

T

E

4687.643

4702.374

E

MW

E

INVERT = 4678.280

8 IN STEEL

E

8 IN STEEL

E

REMOTE MONITOR BOXE

UNKNOWN VALVE

4704.209

4703.655

MW

T-870-007

GATE MOTOR CONTROL

E INVERT = 4681.852

TROUGH

4705.407

4685.488

S

A N

4702.596

E

MOTOR CONTROL GATEE

INVERT = 4692.120

2 IN PVC

FULL H2O

6 IN PVC

MW

4685.406

E

4702.225

4691.115 MOTOR CONTROL GATEE

UNK MH

INVERT = 4691.431

2 IN PVC

4673.596

INVERT = 4677.521

INVERT = 4682.033

8 IN STEEL

INVERT = 4675.521

12 IN RCP

SATELITE DISH

16 IN RCP

T

INVERT = 4675.365

12 IN RCP

E

MW

T-870-002

12 IN CMP

8 IN STEEL

E

12 IN CMP

8 IN STEEL

INVERT = 4699.585

4 IN PVC

E 4673.628

38552

MW

4703.320

4692.4064690.784

4704.943

E

INVERT = 4678.397

8 IN STEEL

4693.728

E

M

4680.131

E

E

E

E

E

GROUND ROD

CAP

GROUND ROD

VAULT UNKNOWN

CAP

INVERT = 4672.549

6 IN TILE

INTO 10 IN

8 IN PVC

E

8 IN

CAP

E

DLIGHT

E

E

16 IN

E

E

8 IN PVC

E

E

16 IN

GROUND ROD

CAP

PARCEL 112

CAP

E

6 IN

CAP

E

E

CAP

E

EE

E

E

E

E

E

E

E

E

N 3565384.213

E 1501870.410

ELEV 4680.092

N 3564890.883

E 1502909.735

ELEV 4705.800

10 IN FIBERGLASS PIPE

INVERT = 4707.005

IH 15-26-D

IH 15-26-A

N 3564763.271

E 1502534.094

ELEV 4683.838

IH 15-26-B

N 3564660.071

E 1502966.963

ELEV 4699.877

10856

10882

10861

10862

10873

10885

GR

GR

V

V V

GR

V

W

A T

6 IN TILE

6 IN TILE

6 IN TILE

V

A C

DECORATIVE ROCK

D E C

O R

A T

IV

E R

O C

K

IND

S

A N

EAST POND

WEST POND

10812

10816

CB

4" PVC

INVERT = 4697.753

6" PVC

INVERT = 4697.697

6" PVC

INVERT= 4697.70

8 PIPES CAPPED

10 IN DIA CASING

CAPPED

2" RCP

INVERT = 4679.885

4" RCP

INVERT = 4679.010

MH #1

MH #2

THIS UTILITY NEEDS TO BE VERIFIED

MH #3

MH #4

BACK FLOW PREVENTER

CB

CB

MH #???

MH #8

CB

MH #5

MH #6

TROUGH

INVERT = 4715.822

18" DIA

INVERT = 4711.583

MH #8

MH #9

MH #10

MH #11

MH #13

INVERT= 4699.649

INVERT= 4695.344

INVERT= 4695.680

MH # 7

8" DIA

INVERT= 4668.81

MH #12

MH #14

MH #15

CB

INVERT= 4675.005

INVERT= 4676.149

INVERT= 4686.288

INVERT= 4686.224

CAPPED PIPES

(6TH ST)

(6TH ST)(6TH ST)

(L

IB

E R

T Y A

V E

(L

IB

E R

T Y A

V E

(L

IB

E R

T Y A

V E

73-35

IH 15-26-B

CB

RECOVERY TANK

UNDERGROUND PRODUCT

MH #16

MH 2175

MH 2179

M

M

PG PG

6 6

4681 46

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MS102.dwg

10:28:58 AM 9/19/2018 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript

M S .d w g

C R

M

C C

H

C

E E

T O

F

M E

C H

A N

IC

A L S

IT

E P

L A

MS102

CONTINUED ON SHEET MS106

O

N T

IN

U E

D O

N S

H E

N T

IN

U E

D O

N S

H E

N T

IN

U E

D O

N S

H E

E T M

S

20' 40'0

N

OTHER CONNECTION POINT AND MD105 FOR OTHER TEMPORARY PIPING TO BE ADDED.

TEMPORARY SUPPORT, USE E4 ON SHEET M-506 FOR A BASE OUTSIDE OF CONCRETE AREAS. SEE SHEET MD103 FOR

COMMERCIAL PIPELINE TRANSFER PIPING. SPACE SUPPORTS EVERY 16 FEET. USE DETAIL C2 ON SHEET M-504 AS THE

7. PROVIDE AND INSTALL NEW 6 INCH TEMPORARY CARBON STEEL PIPING TO ALLOW FOR THE REROUTE OF THE

CUSTODY VALVE.

6. PROVIDE AND INSTALL PIPING, VALVES, SUPPORTS AND APPURTENANCES FOR CONNECTION TO THE PIPLINE

5. PROVIDE AND INSTALL PRODUCT RECOVERY TANK AND APPURTENANCES.

TRUCK FILLSTANDS.

4. PROVIDE AND INSTALL NEW UNDERGROUND AND ABOVEGROUND PIPING, VALVES, APPURTENANCES, SUPPORTS AND

3 PROVIDE AND INSTALL MECHANICAL EQUIPMENT WITHIN THE PUMPHOUSE.

TRUCK OFFLOADS.

2. PROVIDE AND INSTALL NEW UNDERGROUND AND ABOVEGROUND PIPING, VALVES, APPURTENANCES, SUPPORTS AND

1. PROVIDE AND INSTALL NEW UNDERGROUND AND ABOVEGROUND PIPING, VALVES, SUPPORTS AND APPURTENANCES.

PHASE I:

KEY NOTES:

MS102 MS103 MS104

MS106

MS105

3. FOR PHASE II CONSTRUCTION IN THIS AREA, SEE SHEET MS302.

2. FOR PHASE II DEMOLITION PLAN IN THIS AREA, SEE SHEET MD202.

1. FOR PHASE I DEMOLITION PLAN IN THIS AREA, SEE SHEET MD102.

NOTES:

S E

P

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

S E

P

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

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

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MS103.dwg

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J U

L Y

F

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L D N

U M

B E

R

F

IL

E N

A M

E

A N

S I

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ADVERTISEMENT

S A

C R

A M

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T O

C A

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O R

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S A

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T O D

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T R

IC

T

J S

T R

E E

T

O

P T

IO

N A

L F

IE

L D

H

IL

L A

F B

U T

R E

P L

A C

E P

O L F

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IT

IE

S

P N

D E

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®of Engineers

US Army Corps

U .S

A R

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O L A

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T R

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U .S

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F E

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IN

E E

R S

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

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

4694.203

4715.951

4695.196

4684.871

4703.240

4705.300

4701.358

4711.546

4708.390

4694.861

4683.940

4701.532

4708.168

4710.621

4707.433

4711.487

4695.051

4696.766

4702.470

4708.876

4687.842

4695.131

4704.582

4688.614

4708.524

4694.750

4715.239

4695.966

4709.552

4703.977

4691.723

4701.373

4732.690

4709.024

4694.025

EASTE

4708.433

4726.218

4719.857

M M

4726.463

BROKEN

4708.571

4701.251

4706.505

4709.051

4720.355

4701.305

4702.790

4729.147

4713.094

4700.006

4729.712

WESTE

4723.152

4695.446

4722.359

4715.899

4725.238

BROKEN

4712.106

4704.634

4694.156

4710.903

4725.831

4718.515

4701.631

4704.657

4702.985

4714.083

4729.251

E

4701.351

4712.258

4708.725

S

A N

4694.942

4705.365

4701.893

4694.072

4691.822

4708.908

4706.428

4695.170

4685.995

4701.787

4706.246

4692.935

4701.224

4702.401

4689.954

WESTE

4727.315

4702.229

4712.702

4724.680

4730.865

4706.741

4729.228

4727.577

4719.079

4711.221

4702.414

4727.516

4724.015

4731.610

4706.243

4729.629

1.5X2 E TO WE

4713.587

4699.045

4727.430

E 4726.977

4719.916

4714.671

4715.599

4705.025

4686.848

4705.962

4714.595

4726.675

4722.797

4732.360

4701.597

4705.651

4729.385

E

4701.292

4697.960

4709.890

4728.717

4709.327

4726.742

4719.963

4713.134

4714.222

4727.030

BROKEN

4707.174

4687.948

4706.280

4725.503

4703.161

4715.637

4727.496

4731.962

4731.962

4705.338

4729.121

4731.285

4718.784

4718.784

4724.156

4723.158

BROKEN

4712.639

4729.608

4703.570

4727.774

BROKEN

4725.203

4712.779

4716.387

4718.632

4725.197

4722.299

BROKEN

4713.137

INVERT = 4698.599

12 IN

4728.466

4728.896

4728.800

BROKEN

4724.661

4719.338

4711.312

4716.798

4732.317

4719.770

4725.454

4710.418

4727.879

4724.995

4730.112

UNKNOWN/SEE PHOTOE

MOTOR GATEE

4732.493

EASTE

4726.031

4727.023

4701.958

4728.418

4726.999

BROKEN

4729.018

4708.260

4731.659

GRND ROD

4702.242

4695.757

4702.419

E

MW

4710.579

4706.160

4699.124

E

INVERT = 4700.121

6 IN PVC

4707.289

GATE MOTOR CONT

E

CO

4689.542

4702.370

E

MW

MW

4698.406

E

E

E

4683.018

4682.754

4687.661

4681.528

E

4682.018

MW

4705.511

MW

4679.611

4676.933

E

4679.932

4690.350

E

4683.070

4678.083

4684.877

4684.877

4686.115

4684.256

T

4698.151

4678.102

E

4684.668

4681.860

4706.113

4691.290

4682.585

4682.949

4683.190

4687.643

4702.374

4682.824

E

4681.009

4681.697

4703.752

MW

E

4679.844

4682.424

INVERT = 4678.280

8 IN STEEL

4677.597

4683.525

4687.496

4684.195

4698.049

4678.299

E

4687.140

4680.924

4707.034

8 IN STEEL

E

REMOTE MONITOR BOXE

4710.322

4700.818

4703.556

4703.556

4704.209

4703.655

4711.672

MW

4702.494

4704.668

GATE MOTOR CONTROL

E INVERT = 4681.852

TROUGH

4705.407

4685.488

S

A N

4702.596

E

MOTOR CONTROL GATEE

4707.945

4703.683

INVERT = 4692.120

2 IN PVC

MW

4685.406

E

4702.225

4691.115 MOTOR CONTROL GATEE

4709.958

4704.775

INVERT = 4691.431

2 IN PVC

4682.809

4682.715

4689.376

4680.842

4680.842

4679.177

4681.328

E

4673.596

4679.309

4676.966

4686.552

4683.585

4679.940

4682.790

4683.704

4687.308

4681.979

INVERT = 4677.521

4682.751

4689.173

4680.343

4680.343

4691.536

INVERT = 4682.033

8 IN STEEL

4682.868

4682.868

4691.913

4681.065

4681.065

INVERT = 4675.521

12 IN RCP

4678.424

4686.397

4689.186

4683.567

4678.647

4683.467

4689.114

4683.208

4682.892

4687.812

4682.510

4682.510

4681.092

16 IN RCP

4682.999

4682.690

T

4678.554

4682.953

4681.209

4680.966

4681.558

4682.902

INVERT = 4675.365

12 IN RCP

4677.337

4685.742

4688.656

4683.421

E

MW

4680.281

4682.981

4687.935

4682.795

12 IN CMP

8 IN STEEL

4679.877

4683.244

4679.024

E

4682.928

4688.048

4681.069

12 IN CMP

4680.145

4681.297

8 IN STEEL

INVERT = 4699.585

4 IN PVC

E 4673.628

4685.475

4688.408

4683.356

4680.299

4683.029

MW

4687.799

4682.906

4690.318

4676.802

4680.081

4691.298

4681.171

4703.320

4692.406

4680.103

4681.184

4690.784

4704.943

E

4676.626

4711.148

4687.560

4689.501

4683.529

INVERT = 4678.397

8 IN STEEL

4714.631

4683.018

4686.004

4698.023

4678.080

4683.186

4683.750

4682.650

4679.939

4703.803

4682.648

4693.728

4680.370

4681.959

E

4680.121

E

4687.827

4689.781

4711.855

4683.573

4685.166

4698.955

4677.884

4683.142

4683.236

4683.236

4682.607

4678.117

4704.958

4682.971

4693.105

4681.311

4680.469

4680.469

4683.082

4678.689

4676.857

4679.393

4678.513

4682.845

4683.419

4689.674

4689.674

4685.932

4681.492

4681.352

4682.867

4681.528

4680.122

4682.455

4678.781

4676.684

4686.706

4689.724

4678.443

4682.816

4688.035

4683.523

4684.636

4682.721

4680.988

M

4690.992

4689.551

E

4701.326

4685.298

E

4686.966

E

E

4691.382

4688.686

E

4701.323

E

4686.047

4698.903

4688.472

4687.167

CAP

GROUND ROD

CAP

INVERT = 4672.549

6 IN TILE

4689.143

4691.705

INTO 10 IN

8 IN PVC

E

4689.462

8 IN

CAP

4686.086

4689.666

4689.175

4692.205

E

DLIGHT

E

E

4686.957

4698.307

16 IN

4686.030

4690.922

E

4688.687

E

8 IN PVC

4692.264

4697.521

4700.973

4686.641

4687.314

E

4689.369

E

4689.754

16 IN

GROUND ROD

CAP

E

4692.197

4696.959

4688.441

4689.190

4692.642

PARCEL 112

CAP

4684.808

4685.647

E

4689.670

4689.739

6 IN

4690.088

4684.424

E

4685.926

E

4689.481

4692.324

CAP

E

EE

E

E

4685.700

E

4685.744

4690.858

E

4688.460

4693.334

E

4684.862

E

E

4685.605

E

4690.705

N 3565384.213

E 1501870.410

ELEV 4680.092

E 1502074.741

ELEV 4702.425

N 3564890.883

E 1502909.735

ELEV 4705.800

10 IN FIBERGLASS PIPE

INVERT = 4707.005

IH 15-26-D

IH 15-26-A

N 3564763.271

E 1502534.094

ELEV 4683.838

IH 15-26-B

N 3564660.071

E 1502966.963

ELEV 4699.877

10856

10882

10861

10862

10873

10885

GR

GR

V

V V

GR

V

W

A T

6 IN TILE

6 IN TILE

6 IN TILE

V

A C

IND

S

A N

10812

10816

CB

4" PVC

INVERT = 4697.753

6" PVC

INVERT = 4697.697

6" PVC

INVERT= 4697.70

8 PIPES CAPPED

10 IN DIA CASING

CAPPED

2" RCP

INVERT = 4679.885

4" RCP

INVERT = 4679.010

CB

CB

MH #???

CB

CB

CAPPED PIPES

73-35

IH 15-26-B

CB

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MS103.dwg

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20' 40'0

N

KEY NOTES:__

MS102 MS103 MS104

MS106

MS105

3. FOR PHASE II CONSTRUCTION IN THIS AREA, SEE SHEET MS303.

2. FOR PHASE II DEMOLITION PLAN IN THIS AREA, SEE SHEET MD203.

1. FOR PHASE I DEMOLITION PLAN IN THIS AREA, SEE SHEET MD103.

NOTES:

10861

PLUG VALVES

THREE (3) NEW DBB

R

E V

IS

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D A

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USE DETAIL C2 ON SHEET M-504 AS THE TEMPORARY SUPPORT, USE E4 ON SHEET M-506 FOR A BASE OUTSIDE OF CONCRETE AREAS.

4. PROVIDE AND INSTALL PIPING, VALVES, SUPPORTS AND APPURTENANCES FOR TEMPORARY PIPING. SPACE SUPPORTS EVERY 16 FEET.

3. FOR INFORMATION ABOUT TANK 10861, SEE MS203.

2. PROVIDE AND INSTALL NEW UNDERGROUND AND ABOVEGROUND PIPING, VALVES, APPURTENANCES, SUPPORTS AND TRUCK OFFLOADS.

1. PROVIDE AND INSTALL NEW UNDERGROUND AND ABOVEGROUND PIPING, VALVES, SUPPORTS AND APPURTENANCES.

PHASE I:

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®of Engineers

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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

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

.3

M M

4726.463

.1

.1

WESTE

4701.

4725.238

BROKEN

4712.106

E

.8

.81

WESTE

.6

.17

4702.

.2

.37

4719.018

.49

.8

.32

1.5X2 E TO WE

.6

E

4714.671

4701.0

.3

4714.595

.994

E

.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

INVERT = 4698.599

12 IN

4715.058

4728.800

BROKEN

4711.312

.7

.1

4716.498

UNKNOWN/SEE PHOTOE

MOTOR GATEE

EASTE

.0

4719.033

4726.999

BROKEN

GRND ROD

4702.242

4695.757

4688.300

4702.419

E

MW

E

INVERT = 4700.121

6 IN PVC

GATE MOTOR CONT

E

CO

4682.387

4689.542

4691.316

T-870-LTM-1

4702.370

0.8

E

MW

MW

E

E

E

.6

4687.661

4691.050

0.1

E

MW

MW

E

E

T

E

4680.122

.5

4687.643

4702.374

.1

E

MW

E

INVERT = 4678.280

8 IN STEEL

E

4680.633

8 IN STEEL

E

REMOTE MONITOR BOXE

UNKNOWN VALVE

4679.816

4704.209

4685.337

4703.655

MW

T-870-007

GATE MOTOR CONTROL

E INVERT = 4681.852

TROUGH

4705.407

4685.488

S

A N

4684.114

4691.658

4690.880

4702.596

4690.936

E

MOTOR CONTROL GATEE

INVERT = 4692.120

2 IN PVC

MW

4681.300 4685.406

E

4702.225

4689.517

4691.115 MOTOR CONTROL GATEE

UNK MH

INVERT = 4691.431

RMK2183

INVERT = 4682.033

8 IN STEEL

INVERT = 4675.521

12 IN RCP

SATELITE DISH

16 IN RCP

7.2

T

INVERT = 4675.365

12 IN RCP

E

MW

T-870-002

12 IN CMP

8 IN STEEL

E

12 IN CMP

8 IN STEEL

INVERT = 4699.585

4 IN PVC

E

RMK2190

38552

MW

4703.320

4686.531

4692.4064690.784

4704.943

E

INVERT = 4678.397

E

M

E

E

E

E

E

CAP

GROUND ROD

VAULT UNKNOWN

CAP

INVERT = 4672.549

6 IN TILE

INTO 10 IN

8 IN PVC

E

8 IN

CAP

E

DLIGHT

E

E

RMK4182

16 IN

E

E

8 IN PVC

E

E

Bore 6

Bore 5

16 IN

GROUND ROD

Bore 4

CAP

E

Bore 3

Bore 2

Bore 1

PARCEL 112

CAP

E

E

E

CAP

E

EE

E

E

E

E

E

E

E

E

N 3565384.213

E 1501870.410

ELEV 4680.092

N 3564890.883

E 1502909.735

ELEV 4705.800

10 IN FIBERGLASS PIPE

INVERT = 4707.005

IH 15-26-D

IH 15-26-A

N 3564763.271

E 1502534.094

ELEV 4683.838

IH 15-26-B

N 3564660.071

E 1502966.963

ELEV 4699.877

10856

10882

10861

10862

10873

10885

GR

GR

V

V V

GR

V

W

A T

6 IN TILE

6 IN TILE

6 IN TILE

V

A C

DECORATIVE ROCK

D E C

O R

A T

IV

E R

O C

K

IND

S

A N

EAST POND

WEST POND

10812

10816

CB

4" PVC

INVERT = 4697.753

6" PVC

INVERT = 4697.697

6" PVC

INVERT= 4697.70

8 PIPES CAPPED

10 IN DIA CASING

CAPPED

2" RCP

INVERT = 4679.885

4" RCP

INVERT = 4679.010

MH #1

MH #2

THIS UTILITY NEEDS TO BE VERIFIED

MH #3

MH #4

BACK FLOW PREVENTER

CB

CB

MH #???

MH #8

CB

MH #5

MH #6

TROUGH

INVERT = 4715.822

18" DIA

INVERT = 4711.583

MH #8

MH #9

MH #10

MH #11

MH #13

INVERT= 4699.649

INVERT= 4695.344

INVERT= 4695.680

MH # 7

8" DIA

INVERT= 4668.81

MH #12

CB

INVERT= 4675.005

INVERT= 4676.149

INVERT= 4686.288

INVERT= 4686.224

CAPPED PIPES

(6TH ST)

(6TH ST)(6TH ST)

(L

IB

E R

T Y A

V E

(L

IB

E R

T Y A

V E

(L

IB

E R

T Y A

V E

73-35

IH 15-26-B

CB

RECOVERY TANK

UNDERGROUND PRODUCT

MH #16

MH 2175

MH 2179

10862

10873

CAPPED PIPES

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CONTINUED ON SHEET MD102

20' 40'0

N

MS102 MS103 MS104

MS106

MS105

__ KEY NOTES:

3. FOR PHASE II CONSTRUCTION IN THIS AREA, SEE SHEET MS305.

2. FOR PHASE II DEMOLITION PLAN IN THIS AREA, SEE SHEET MD205.

1. FOR PHASE I DEMOLITION PLAN IN THIS AREA, SEE SHEET MD105.

NOTES:

R

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4. FOR TANK 10862 ITEMS, SEE SHEET MS305.

TIME.

3. PROVIDE AND INSTALL PIPING, SUPPORTS, VALVES AND APPURTENANCES. DO NOT CONNECT TO TANK 10862 AT THIS

CONNECTION POINT, SEE SHEET MS103.

THE TEMPORARY SUPPORT, USE E4 ON SHEET M-506 FOR A BASE OUTSIDE OF CONCRETE AREAS.FOR SECOND

FUEL TRANSFER LINE AND EXISTING MANIFOLD. SPACE SUPPORTS EVERY 16 FEET. USE DETAIL C2 ON SHEET M-504 AS

2. PROVIDE AND INSTALL NEW 6 INCH CARBON STEEL TEMPORARY LINE AND TIE INTO EXISTING COMMERCIAL PIPELINE

DRAWOFF NOZZLE.

1. DRAIN, CLEAN AND INERT TANK. CONSTRUCT 12 INCH ISSUE NOZZLE, 8 INCH RECEIPT NOZZLE AND 2 INCH WATER

PHASE I:

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SACRAMENTO DISTRICT

EXISTING GRADE

47104710

47104710

-0+20 0+00 0+50 1+00 1+43

E L E

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STATION

47104710

47104710

-0+20 0+00 0+50 1+00 1+501+64

E L E

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STATION STATION

STATION STATION

STATION

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10862 ISSUE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10862 RECEIPT PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10873 ISSUE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10873 RECEIPT PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10885 ISSUE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10885 RECEIPT PIPING

WALL

TANK

WALL

TANK

47104710

47104710

-0+20 0+00 0+50 1+00 1+50 1+74

E L E

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6.0" IN 100'-0"

SLOPE DOWN:

47104710

47104710

-0+20 0+00 0+50 1+00 1+501+57

E L E

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N I

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V E M

SLOPE DOWN:

STATIONSTATION STATION

47104710

47104710

-0+20 0+00 0+50 1+00 1+50 2+00 2+50 2+75

E L E

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SLOPE DOWN:

47104710

47104710

-0+20 0+00 0+50 1+00 1+50 1+89

E L E

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MS201

50' 100'0

C1

TANKS 10885, 10873, 10862

2. SEE SHEET MS-208 FOR ASSOCIATED PLAN VIEWS.

CONTRACTOR TO FIELD LOCATE ALL UTILITIES VIA POTHOLING OR OTHER DEFINITIVE MEANS.1.

SHEET NOTES:

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US Army Corps

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SACRAMENTO DISTRICT

STATIONSTATIONSTATION STATION

GRADE

EXISTING

12" PIPING6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10882 ISSUE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10882 RECEIPT PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10861 ISSUE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TANK 10861 RECEIPT PIPING

47104710

47104710

-0+20 0+00 0+50 1+00 1+38

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8" PIPING

GRADE

EXISTING

6.0" IN 100'-0"

SLOPE DOWN:

47304730

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SLOPE DOWN:

T A

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A .0

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A L L

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A .0

T A

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B E

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B E

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B E

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A .5

B E

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A .5

B E

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A .5

B E

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A .8

8" PIPING

12" PIPING

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2. SEE SHEET MS209 FOR ASSOCIATED PLAN VIEWS.

CONTRACTOR TO FIELD LOCATE ALL UTILITIES VIA POTHOLING OR OTHER DEFINITIVE MEANS.1.

SHEET NOTES:

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US Army Corps

U .S

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SACRAMENTO DISTRICT

STATIONSTATION

GRADE

EXISTING

GRADE

PROPOSED

7.0" IN 100'-0"

SLOPE UP:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE UP:

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TRUCK OFFLOAD PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

CUSTODY TRANSFER PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

TRUCK FILLSTAND PIPING

GRADE

PROPOSED

GRADE

EXISTING

STATION

47004700

47004700

-0+20 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+42

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6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

O F F

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A .1

.0

O F F

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B E

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A .8

B E

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A .8

B E

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S T

A .4

B E

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A .3

P O

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S T

A .6

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MS203

B4

CUSTODY TRANSFER, OFFLOAD, FILLSTAND

2. SEE SHEET MS210 FOR ASSOCIATED PLAN VIEWS.

CONTRACTOR TO FIELD LOCATE ALL UTILITIES VIA POTHOLING OR OTHER DEFINITIVE MEANS.1.

SHEET NOTES:

R E

V

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STATION

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STATIONSTATION STATION

STATIONSTATION

GRADE

EXISTING

47004700

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PROPOSED

GRADE

PROPOSED

GRADE

EXISTING

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

27" IN 100'-0"

SLOPE UP:

35.4" IN 100'-0"

SLOPE UP:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

44.5" IN 100'-0"

SLOPE UP:

13.6" IN 100'-0"

SLOPE UP:

12" PIPING

8" PIPING

12" PIPING 8" PIPING

SCALE:

FILLSTAND PUMPHOUSE PIPING

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

RECEIPT 1/2 PUMPHOUSE PIPING

HORIZ. 1"=50'-0"

SCALE:

VERT. 1"=10'-0"

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

ISSUE PUMPHOUSE PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

RECEIPT 2 /2 PUMPHOUSE PIPING

B E

N D

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A .9

B E

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H E

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PIT.

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LOW POINT.

FILLSTAND PIPING

PIT. IDENTICAL TO

LOW POINT

LOW POINT.

FILLSTAND PIPING

PIT. IDENTICAL TO

LOW POINT

LOW POINT.

FILLSTAND PIPING

PIT. IDENTICAL TO

LOW POINT

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A3

PUMPHOUSE ISSUE & RECEIPT

2. SEE SHEET MS211 FOR ASSOCIATED PLAN VIEWS.

CONTRACTOR TO FIELD LOCATE ALL UTILITIES VIA POTHOLING OR OTHER DEFINITIVE MEANS.1.

SHEET NOTES:

R E

V

IS

E D A

N D R

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R A

W N I

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C C

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D A

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SACRAMENTO DISTRICT

47404740

47404740

-0+20 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 11+89

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STATION

GRADE

EXISTING

GRADE

EXISTING

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE DOWN:

6.0" IN 100'-0"

SLOPE UP:

6.0" IN 100'-0"

SLOPE DOWN:

35.0" IN 100'-0"

SLOPE UP:

348.2" IN 100'-0"

SLOPE UP:

6.0" IN 100'-0"

SLOPE UP:

6.0" IN 100'-0"

SLOPE UP:

E X S

T O

R M D

R A

IN

S T

A .2

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A .5

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W A

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S T

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IN

S T

A .4

.4

8" PIPING

8" PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

RECEIPT 2 /2 HEADER PIPING

SCALE:

VERT. 1"=10'-0"

HORIZ. 1"=50'-0"

RECEIPT 1 /2 HEADER PIPING

R1R2 R3 R4

R5 R6

R1 R2 R3R4R5R6 R7 R8

R9R10R11R12

R13

R14 R15 R16 R17

R18

3.0" IN 100'-0"

SLOPE UP:

79.6" IN 100'-0"

SLOPE UP:

MAV

MAV

MAV

MAV

P

IP

IN

G T

IE

-I

N

R E

C E

IP

T P

U M

P H

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A .6

P

IP

IN

G T

IE

-I

N

R E

C E

IP

T P

U M

P H

O U

S E

S T

A .6

84.7" IN 100'-0"

SLOPE UP:

84.7" IN 100'-0"

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TANK RECEIPT LINES

2. SEE SHEET MS212 FOR ASSOCIATED PLAN VIEWS.

CONTRACTOR TO FIELD LOCATE ALL UTILITIES VIA POTHOLING OR OTHER DEFINITIVE MEANS.1.

SHEET NOTES:

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