S02 Solicitation Attachment B Drawings.pdf

GRANT AVE

DE

W

EY

A

VE

GORHAM AVE

MACARTHUR AVE

EISENHOWER AVE

BRINGHAM AVE

MONTANA AV

CASHMERE ST

CHURCH LNBERWICK ST

CHENAULT STBELOIT AV

BARRINGTON PL

HEROES GOLF

COURSE

PATTON AVE

BONSALL AVE

BONSALL AVE

ARNOLD AVE

VANDERGRIFT AVE

NIMITZ AVETE

RRYHILL

PL

CHENAULT ST

PA

TT

ON

A

VE

CONSTITUTION AVE

PERSHING AVE

MACARTHUR

FIELD

MA

CA

RT

HU

R

AV

E

LOT 38

WILSHIRE BLVD

BONSALL AVE

S. SEPULVEDA BLVD.

PRIVATE ROAD

CONSTRUCTION PLANS FOR

WEST LOS ANGELES MEDICAL CENTER

VA GREATER LOS ANGELES HEALTH CARE SYSTEM

INSTALL DEDICATED FIRE SUPPRESSION WATER DISTRIBUTION SYSTEM

AND REPLACE POTABLE WATER LINES FOR GLA NORTH CAMPUS

VA PROJECT NO. 691-21-120

PACKAGE 1

JULY 2022

IMPORTANT NOTICE:

SECTION 4216/4217 OF THE GEVERNMENT

CODE REQUIRES A DIGALERT IDENTIFICAITON

NUMBER BE ISSUED BEFORE A "PERMIT TO

EXCAVATE" WILL BE VALID. FOR YOUR

DIGALERT I.D. NUMBER CALL UNDERGROUND

SERVICE ALERT TOLL FREE 1-800-227-2600 TWO

WORKING DAYS BEFORE YOU DIG.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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A

B

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21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1

PROJECTSITE

LOCATION MAP

NOT TO SCALE

TITLE SHEET, LOCATION MAP, AND

VICINITY MAP

GI-101

VICINITY MAP

NOT TO SCALE

BONSALLPRV SITE

PERSHING/DEWEYPRV SITE

PROJECTPIPELINE(TYP)

PROJECT TANK SITE & LADWPCONNECTION SITE

UPPER PRESSURE ZONELADWP CONNECTION SITE

MOTORIZED ROLLING GATE.

PRIVATE VA ACCESS TO TANK SITE

(CODE IS REQUIRED).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1GENERAL NOTES, ABBREVIATIONS,

STANDARD SYMBOLS,PROJECT TEAMS, AND

SHEET INDEX

GI-102

ASBESTOS CEMENT PIPE

ASPHALT CONCRETE

AGGREGATE BASE

BUTTERFLY VALVE

CAST IRON PIPE

CONCRETE CYLINDER PIPE

CATCH BASIN

CEMENT MORTAR LINING

CEMENT MORTAR COATING

CLEAN OUT (SEWER)

DUCTILE IRON PIPE

DUCTILE IRON

CEMENT MORTAR LINED & COATED

FIRE HYDRANT

FINISHED SURFACE

FINISHED FLOOR

GRADE BREAK

INTERSECTION

INSIDE DIAMETER

HOR (HORIZ)

ID

INV

INT

IRR

GV

GB

GALV

GA

IRRIGATION

INVERT

GATE VALVE

GALVANIZED

GAUGE

HORIZONTAL

CIP

EXIST (EX)

FH

FLG

FF

FS

E

EL, ELEV

FLANGE

EAST

EXISTING

ELEVATION

CML&C

(CL)LC

DI

DIA OR Ø

DTL

DIP

DWG

CMC

CML

CL

CO

CONT

CONC

DETAIL

DIAMETER

CENTERLINE

DRAWING

CLASS

CONTINUOUS

CONCRETE

ABAND

BFV

CCP

CB

CI

AB

AC

ACP

BEG

CAST IRON

BEGIN

ABANDONED

X

WJ

WM

THK

TC

TS

VERT

UG

W

WELDED JOINTS

WATER METER

BY

TRAFFIC SIGNAL

VERTICAL

UNDERGROUND

THICK

TOP OF CURB

WEST

SHT

SD

SCH

STD

STL

STA

SS

REQ'D

S

RWV

R/W

PP

RAD

R (RAD)

PVMT

PVC

RCP

OD

(P/L) PL

PCC

PE

RESILIENT WEDGE VALVE

STAINLESS STEEL OR SANITARY SEWER

SOUTH, SLOPE OR GRADIENT OF PIPELINE

SHEET

STORM DRAIN

SCHEDULE

STANDARD

STEEL

STATION

RIGHT-OF-WAY

REQUIRED

OUTSIDE DIAMETER

POLYVINYL CHLORIDE

POINT OF COMPUND CURVE

REINFORCED CONCRETE PIPE

POWER POLE

RADIAL

RADIUS

PAVEMENT

PROPERTY LINE

PLAIN END

N

MJ

MIN

MH

NTS

LAT

MECHANICAL JOINT

NORTH

NOT TO SCALE

MINIMUM

MANHOLE

LATERAL

SCCP STEEL CONCRETE CYLINDER PIPE

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

TOP TOP OF PAD

TOC TOP OF CONCRETE

AMERICANS WITH DISABILITIES ACT ADA

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF

DRAWINGS LISTED BY THE “SHEET INDEX”.

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE

ONLY TO THE DRAWINGS OF ONE DISCIPLINE, REFER TO THE

DRAWINGS OF THAT DISCIPLINE – SEE “SHEET INDEX”.

3. THE COMPLETE SET OF DRAWINGS CONSIST OF ALL DRAWINGS

LISTED BY THE “SHEET INDEX”. THE WORK DESCRIBED IN ONE SHEET

MAY BE REFERENCED AND MAY BE AFFECTED BY WORK DESCRIBED

ON ANOTHER SHEET. THE WORK DESCRIBED IN ONE DISCIPLINE MAY

BE REFERENCED AND AFFECTED BY WORK OF ANOTHER DISCIPLINE.

PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE

REDISTRIBUTED OR UTILIZED BY THE THE CONTRACTOR.

4. IT IS THE CONTRACTOR’S RESPONSIBILITY TO REVIEW AND

COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES AND

SUPPLIERS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS

BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL

PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF

WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS,

WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

5. ALL PARTS OF THE WORK – INCLUDING MATERIALS, METHODS,

ASSEMBLIES, ETC – SHALL COMPLY WITH ALL APPLICABLE

GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS

OF ALL FEDERAL, STATE DISTRICT, TERRITORIAL AND LOCAL

GOVERNMENT AUTHORITIES HAVING JURISDICTION OVER THE

DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT.

6. NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO

REQUIRE OR PERMIT WORK CONTRARY TO AN APPLICABLE

GOVERNING RULE, CODE, REGULATION, ORDINANCE, OR LAW.

7. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND A

REGULATORY REQUIREMENT, THE CONTRACTOR SHALL COMPLY

WITH THE ONE ESTABLISHING THE MORE STRINGENT OR RESTRICTIVE

REQUIREMENT:

7.1. THE DRAWINGS AND SPECIFICATIONS MAY SET FORTH MORE

DETAILED, MORE SPECIFIC, AND/OR MORE RESTRICTIVE

REQUIREMENTS THAN THOSE SET FORTH BY THE APPLICABLE

REGULATORY REQUIREMENTS, WHERE THE DRAWINGS AND

SPECIFICATIONS PROVIDE MORE DETAILED, MORE SPECIFIC,

AND/OR MORE RESTRICTIVE REQUIREMENTS, THE CONTRACTOR

SHALL COMPLY WITH THOSE REQUIREMENTS.

7.2. WHERE THE APPLICABLE REQUIREMENTS OF THE REFERENCED

RULES, CODES, REGULATIONS, ORDINANCES, OR LAWS ARE MORE

RESTRICTIVE THAN THAT SET FORTH BY THE DRAWINGS AND

SPECIFICATION, THE CONTRACTOR SHALL COMPLY WITH ALL SUCH

MORE RESTRICTIVE REQUIREMENTS. ALTHOUGH SUCH

REQUIREMENTS MAY NOT BE ILLUSTRATED BY THE DRAWINGS AND

SPECIFICATIONS.

8. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND

STANDARDS LISTED HERE ARE INCORPORATED BY REFERENCE INTO

THE REQUIREMENTS OF THIS CONTRACT AND ESTABLISH MINIMUM

REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

9. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS “BASIS OF

DESIGN”.

9.1. ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE

PROPRIETARY PRODUCT OR ASSEMBLY WHILE THE SPECIFICATIONS

LIST TWO OR MORE ACCEPTABLE MANUFACTURERS AND/OR

PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR ASSEMBLY

ILLUSTRATED BY THE DRAWINGS IS THE “BASIS OF DESIGN”

PRODUCT OR ASSEMBLY.

9.2. THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS

REQUIREMENTS OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER

THAN THE “BASIS OF DESIGN” MAY VARY FROM THAT SHOWN BY THE

DRAWINGS.

9.3. THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT

OR ASSEMBLY IN LIEU OF THE “BASIS OF DESIGN” PRODUCT OR

ASSEMBLY. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO

ADDITIONAL EXPENSE TO THE OWNER) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO

ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN INTENT AS

ILLUSTRATED BY THE “BASIS OF DESIGN” SHOWN BY THE CONTRACT

DOCUMENTS.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO THE START OF WORK AND SHALL NOTIFY THE

OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

11. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND

PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND

COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN THE

CONTRACT DOCUMENTS AND SPECIFICATIONS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO READ AND REVIEW THIS

INFORMATION TO HIS OWN SATISFACTION PRIOR TO PERFORMING

ANY WORK. ANY DEFICIENT, INCOMPLETE, OR INCORRECT WORK

SHALL BE REDONE TO MEET THE REQUIREMENTS AT THE

CONTRACTOR'S SOLE EXPENSE.

12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE

PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS. IF THERE IS ANY QUESTION REGARDING THE

CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REQUEST AN

INTERPRETATION BEFORE DOING ANY WORK.

13. THE CONTRACTOR SHALL HAVE A COPY OF THE CONTRACT

DOCUMENTS AND CONSTRUCTION PLANS ON THE JOB AT ALL TIMES.

14. THE VA INSPECTION REPRESENTATIVE, SHALL BE NOTIFIED AT LEAST

TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION AND

OF ANY REQUIRED OBSERVATION. NO FACILITIES SHALL BE

BACKFILLED UNTIL INSPECTED BY THE VA. STANDARD WORKING

HOURS FOR VA INSPECTION/OPERATIONS PERSONNEL ARE 7:00 a.m.

TO 5:00 p.m. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS.

15. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE

SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING

SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING

TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS AND REGULATIONS.

16. THE WALL AND FACE OF ALL EXCAVATIONS FIVE (5) FEET OR

GREATER IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING

SYSTEM: TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN

DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES

THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.

17. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM

EXCAVATION OR TRENCH WORK FROM CAL-OSHA. EXCAVATION

PERMIT BECOMES VALID ONCE ALL REQUIREMENTS PURSUANT TO

ASSEMBLY BILL 3019 ARE PERFORMED PRIOR TO CONSTRUCTION.

18. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY. CONTRACTOR FURTHER AGREES THAT

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

19. PERFORM ALL WORK ON THE PROJECT IN ACCORDANCE WITH LOCAL,

STATE, AND FEDERAL STORMWATER POLLUTION PREVENTION LAWS,

AND ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL

WATER QUALITY CONTROL BOARD, SANTA ANA REGION.

20. UTILITY MARK OUT: THE CONTRACTOR SHALL CALL UNDERGROUND

SERVICE ALERT (U.S.A.) AT 811 FOR MARK OUT OF EXISTING UTILITIES

A MINIMUM OF 48 HOURS PRIOR TO ANY WORK.

21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR

STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A

SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR SHALL

TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES

SHOWN ON THESE PLANS AND ANY OTHER LINES WHICH MAY NOT BE

OF RECORD NOR SHOWN ON THESE PLANS. THE CONTRACTOR

SHALL MAKE EXPLORATORY EXCAVATIONS TO LOCATE ALL EXISTING

UNDERGROUND FACILITIES IN AND AROUND THE AREAS OF

CONSTRUCTION. EXPLORATORY EXCAVATIONS SHALL BE

PERFORMED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT

REVISIONS TO PLANS IF NECESSARY DUE TO ACTUAL LOCATION OF

EXISTING FACILITIES.

22. ELEVATIONS WHERE SHOWN ARE IN FEET ABOVE U.S.C. & G.S. MEAN

SEA LEVEL = O.C.S. DATUM.

23. ALL CONSTRUCTION DETAILED ON THESE PLANS SHALL BE

PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION, 2021 EDITION. EXCEPT AS

MODIFIED BY THE VA'S STANDARD DRAWINGS AND SPECIAL

PROVISIONS AND THIS CONTRACT'S SPECIAL PROVISIONS.

24. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE

TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE

CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING ANT

WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH

THEIR SERVICE.

25. ALL WORK SHOWN OR INDICATED ON THESE PLANS OR CALLED FOR

IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY ITEMS,

SHALL BE CONSIDERED INCIDENTAL WORK, THE COST OF WHICH

SHALL BE CONSIDERED INCLUDED IN THE CONTRACTOR'S BID FOR

PAY QUANTITY ITEMS.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

EXISTING UTILITIES, PAVEMENTS, CURB, STRUCTURES, TREES, AND

LANDSCAPING AS A RESULT OF HIS OPERATIONS AND WILL BE

REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF

AND AS DIRECTED BY THE CITY ENGINEER OR UTILITY COMPANY.

27. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF,

OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL AND

CONSTRUCTION DEBRIS. ALL DISPOSALS SHALL BE AT THE

CONTRACTOR'S EXPENSE.

28. THE CONTRACTOR SHALL USE A VACUUM TO REMOVE SEDIMENT FOR

SAW-CUTTING OPERATIONS.

29. UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT.

30. EXISTING TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM AN

AERIAL TOPOGRAPHIC SURVEY DATED SEPTEMBER 29, 2021 BY

PSOMAS. THE EXISTING UTILITY SURVEY SHOWN HEREON WAS TAKEN

FROM C BELOW SUBSURFACE IMAGING.

31. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE

FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF

THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND

MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

32. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

33. ALL FILL SOILS OR SOILS DISTURBED OR OVEREXCAVATED DURING

CONSTRUCTION SHALL BE COMPACTED NO LESS THAN 90% MAXIMUM

DENSITY AS DETERMINED BY A.S.T.M SOIL COMPACTION TEST D-1557.

34. ALL WATER LINES SHALL BE INSTALLED WITH 36" MINIMUM COVER

FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED.

35. THRUST BLOCKS SHALL BE INSTALLED AT WATERLINE HORIZONTAL

AND VERTICAL BENDS, TEES, CAPPED ENDS AND REDUCERS

ACCORDING TO DETAILS PROVIDED ON THESE PLANS.

36. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE

PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR.

CONSTRUCTION STAKING SURVEYOR SHALL BE RESPONSIBLE FOR

COORDINATION OF THESE PLANS WITH SOURCE DRAWINGS BY ANY

OTHER DISCIPLINE PRIOR TO START OF STAKING AND

CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE

BROUGHT TO THE ATTENTION OF THE VA AND DESIGN ENGINEER SO

THAT A CLARIFICATION CAN BE ISSUED.

37. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT

(800-277-2600) PRIOR TO EXCAVATION.

38. CONTRACTOR TO BE AWARE OF OVERHEAD UTILITIES AT ALL TIMES,

SO AS TO NOT DISTURB THEM.

39. WATER SHALL BE PROVIDED ONSITE AND USED TO CONTROL DUST

DURING CONSTRUCTION OPERATIONS.

40. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE

DEPARTMENT OF VETERANS AFFAIRS FOR ALL WORK WITHIN THE

ROAD WAY.

41. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING

NPDES, FROM THE APPROPRIATE JURISDICTIONAL AGENCIES FOR

DISCHARGE OF GROUNDWATER THAT MAY BE NECESSARY TO

ACCOMPLISH EXCAVATIONS SHOWN ON THESE PLANS.

42. NO SOILS REPORT HAS BEEN PREPARED EXPRESSLY FOR THIS

PROJECT. ALL WORK SHALL COMPLY WITH ALL APPLICABLE BUILDING

CODES AND OSHA REQUIREMENTS

VA U.S. DEPARTMENT OF VETERAN AFFAIRS

P.I.P. PROTECT-IN-PLACE

PRV PRESSURE REDUCING VALVE

CIVIL

PSOMAS

MATT HEIDEMAN, PROJECT MANAGER

MAIRA SALCEDO, PROJECT MANAGER

BOB TALAFUS, PRINCIPAL

JOE BOYLE, PRINCIPAL/DESIGN QUALITY CONTROL

BEN HALBACH, DESIGN PROJECT ENGINEER

KIM ALEXANDER, MODELING PROJECT ENGINEER

FIRE PROTECTION AND PLUMBING

COFFMAN ENGINEERING, INC.

AMAN SHAH, PRINCIPAL

ERICK CAMPOS, FIRE PROTECTION

GEORGE ABDELMALEK, PLUMBING

JOEY BALDUCCI, PLUMBING

SHEET NO. DRAWING NO. DRAWING TITLE

1 GI-101 TITLE SHEET, LOCATION MAP, AND VICINITY MAP

2 GI-102 GENERAL NOTES, ABBREVIATIONS, STANDARD SYMBOLS, PROJECT TEAMS, AND SHEET INDEX

3 GI-103 PROPOSED DOMESTIC WATER SYSTEM MAP

4 GI-104 PROPOSED DOMESTIC WATER SYSTEM MAP

5 GI-105 PROPOSED FIRE WATER SYSTEM MAP

6 GI-106 PROPOSED FIRE WATER SYSTEM MAP

7 GI-107 SHEET INDEX MAP DOMESTIC WATER SYSTEM

8 GI-108 SHEET INDEX MAP FIRE WATER SYSTEM

9 CD-101 ABANDONMENT AND REMOVAL

10 MD-101 TANK SITE MECHANICAL DEMOLITION LAYOUT

11 CI-101 TANK SITE CIVIL SITE PLAN AND CONNECTION TO LADWP

12 CI-102 TANK SITE PIPELINE PROFILES

13 CU-101 UPPER ZONE DOMESTIC WATER - PRIVATE RD STA. 101+15.00 TO STA. 108+62.47

14 CU-102 UPPER ZONE DOMESTIC WATER - PRIVATE RD STA. 108+62.47 TO STA. 115+05.43 AND STA. 400+00.00 TO STA. 401+05.00

15 CU-103 UPPER ZONE DOMESTIC WATER - BONSALL AVE STA. 120+00.00 TO STA. 125+45.11

16 CU-104 UPPER ZONE DW - BONSALL AVE STA. 130+00.00 TO STA. 133+90.00 AND ARNOLD AVE STA. 135+00.00 TO STA. 137+55.00

17 CU-105 UPPER ZONE DOMESTIC WATER - PATTON AVE STA. 140+00.00 TO STA. 143+03.36 AND BTWN. B206/207 STA. 145+00.00 TO STA. 147+46.89

18 CU-106 UPPER ZONE DOMESTIC WATER - NIMITZ AVE STA. 150+00.00 TO STA. 161+00.00

19 CU-107 UPPER ZONE DOMESTIC WATER - BTWN. B407 & B410 STA. 160+00.00 TO STA. 165+24.57

20 CU-108 UPPER ZONE DOMESTIC WATER - PERSHING AVE STA. 170+00.00 TO STA. 176+00.00

21 CU-109 UPPER ZONE DOMESTIC WATER - PERSHING AVE STA. 176+00.00 TO STA. 184+40.00

22 CU-110 LOWER ZONE DOMESTIC WATER - PRIVATE RD STA. 190+00.00 TO STA. 198+00.00

23 CU-111 LOWER ZONE DOMESTIC WATER - PRIVATE RD STA. 198+00.00 TO STA. 204+75.21

24 CU-112 LOWER ZONE DOMESTIC WATER - BONSALL AVE STA. 205+00.00 TO STA. 210+60.00

25 CU-113 UPPER ZONE DOMESTIC WATER - MACARTHUR AVE STA. 350+00.00 TO STA. 357+72.00

26 CU-114 UPPER ZONE DOMESTIC WATER - VANDERGRIFT AVE STA. 357+72.00 TO STA. 363+75.00

27 CU-115 UPPER ZONE DOMESTIC WATER - VANDERGRIFT AVE STA. 363+75.00 TO STA. 368+66.00

28 CU-116 UPPER ZONE FIRE WATER - PRIVATE RD STA. 221+50.00 TO STA. 228+98.83

29 CU-117 UPPER ZONE FIRE WATER - PRIVATE RD STA. 228+98.83 TO STA. 235+38.22 AND STA. 405+00.00 TO STA. 406+05.00

30 CU-118 UPPER ZONE FIRE WATER - BONSALL AVE STA. 240+00.00 TO STA. 245+54.58

31 CU-119 UPPER ZONE FIRE WATER - BONSALL AVE & PATTON AVE STA. 250+00.00 TO STA. 253+78.56 & STA. 325+00.00 TO STA. 329+40.00

32 CU-120 UPPER ZONE FIRE WATER - PATTON AVE STA. 260+00.00 TO STA. 263+05.14 AND BTWN. B206/207 STA. 265+00.00 TO STA. 267+49.66

33 CU-121 UPPER ZONE FIRE WATER - MACARTHUR AVE TO VANDERGRIFT AVE STA. 270+00.00 TO STA. 276+00.00

34 CU-122 UPPER ZONE FIRE WATER - VANDERGRIFT AVE STA. 276+00.00 TO STA. 285+31.28

35 CU-123 UPPER ZONE FIRE WATER - NIMITZ AVE STA. 290+00.00 TO STA. 299+30.00

36 CU-124 UPPER ZONE FIRE WATER - BTWN. B407 & 410 STA. 300+00.00 TO STA. 305+12.02

37 CU-125 UPPER ZONE FIRE WATER - PERSHING AVE STA. 310+00.00 TO STA. 316+00.00

38 CU-126 UPPER ZONE FIRE WATER - PERSHING AVE STA. 316+00.00 TO STA. 321+70.00

39 CU-201 CIVIL DETAILS

40 CU-202 CIVIL DETAILS

41 CU-203 CIVIL DETAILS

42 MP-101 TANK SITE MECHANICAL SITE PLAN AND SECTIONS

43 MP-102 TANK SITE MECHANICAL SITE PLAN AND SECTIONS

44 MP-103 TANK SITE MECHANICAL SITE PLAN AND SECTIONS

45 MP-104 MECHANICAL PRV SITE PLAN - BONSALL

46 MP-105 MECHANICAL PRV SITE PLAN - PERSHING AND DEWEY

47 MP-106 UPPER PRESSURE ZONE LADWP CONNECTION

CONTRACTOR

NPD ASSOCIATES INC.

JAMES REED, PRIME CONTRACTOR

COST ESTIMATING

HUNTER PACIFIC GROUP

DAVID COLERA, PROJECT ESTIMATOR

PRC POINT OF REVERSE CURVE

SHEET INDEXLA COUNTY FIRE DEPARTMENT NOTESGENERAL NOTES

ABBREVIATIONS

PROJECT TEAMS

DW DOMESTIC WATER

FDC FIRE DEPARTMENT CONNECTION

FINISHED GROUND FG

FW FIRE WATER

LADWP LA DEPARTMENT OF WATER AND POWER

MAX MAXIMUM

LF LINEAR FEET

1. THE DESIGN AND INSTALLATION OF THE PRIVATE UNDERGROUND FIRE LINE SHALL BE IN ACCORDANCE WITH THE 2010 NFPA 24 AND LACoFD REGULATIONS 7 AND 8.

2. THE INSTALLING CONTRACTOR MUST BE IN POSSESSION OF A CALIFORNIA STATE CONTRACTORS LICENSE AS FOLLOWS: C-16, 34, 36, OR GENERAL CONTRACTOR A. LICENSE MUST BE CURRENT AND IN GOOD STANDING WITH THE STATE AT THE TIME CONTRACT IS AWARDED.

3. EACH SPRINKLER RISER SHALL HAVE A READILY VISIBLE AND ACCESSIBLE ABOVE GROUND EXTERIOR INDICATION CONTROL VALVE.

4. ANY PIPING LOCATED UNDER THE BUILDING SHALL BE DUCTILE IRON. CONVERT TO DUCTILE IRON PIPING 5 FEET OUTSIDE THE BUILDING TO 6” MIN ABOVE FINISHED FLOOR.

5. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE FIRE PROTECTION SYSTEM IN AN OPERABLE CONDITION AT ALL TIMES.

6. THE FIRE PROTECTION CONTRACTOR WILL PROVIDE THE OWNER WITH THE NECESSARY INSTRUCTION MANUALS FOR THE UPKEEP OF THE SYSTEM, AS WELL AS A COPY OF

NFPA 25.

7. THE SYSTEM SHALL ONLY EMPLOY THE USE OF APPROVED MATERIALS AND DEVICES.

8. FIRE PROTECTION PLANS SHALL BE APPROVED PRIOR TO THE INSTALLATION OF ANY PIPE. A SET OF APPROVED PLANS SHALL BE MAINTAINED AT ALL TIME AT THE JOB SITE.

9. AN APPOINTMENT SHALL BE MADE A MINIMUM OF TWO WORKING DAYS IN ADVANCE, WITH THE APPROPRIATE FIRE PREVENTION DIVISION REGIONAL OFFICE FOR ALL

INSPECTIONS AND TESTS.

10. ALL UNDERGROUND MAINS AND LEAD-IN CONNECTIONS SHALL BE FLUSHED, AS INDICATED IN NFPA PRIOR TO CONNECTING TO THE OVERHEAD PIPING. THE FLUSHING SHALL CONTINUE UNTIL THE WATER IS CLEAR. FLUSHING SHOULD BE PERFORMED AT THE TIME OF THE HYDROSTATIC TEST, AND SHALL BE WITNESSED BY A FIRE PREVENTION

DIVISION INSPECTOR.

11. SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS OR AT 50 PSI ABOVE THE MAXIMUM SYSTEM OPERATING PRESSURE, WHICHEVER IS GREATER.

12. ALL VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL HAVE PERMANENT AFFIXED SIGNS, INDICATING THEIR FUNCTION.

13. ANY PORTION OF A WET FIRE PROTECTION SYSTEM EXPOSED TO FREEZING TEMPERATURES SHALL BE ADEQUATELY PROTECTED. (HEAT TAPE IS NOT AN ACCEPTABLE

METHOD OF PROTECTION).

14. WELDING SHALL BE PERFORMED PER NFPA 13 REQUIREMENTS.

15. ALL PRIVATE FIRE HYDRANTS SHALL FLOW A MINIMUM OF 1250 GPM AT 20 PSI FOR DURATION OF TWO HOURS. IF MORE THAN ONE ON-SITE FIRE HYDRANT IS REQUIRED, THE ON-SITE FLOW SHALL BE AT LEAST 2500 GPM AT 20 PSI, FLOWING THE MOST HYDRAULICALLY REMOTE HYDRANTS SIMULTANEOUSLY. ON-SITE SHALL MATCH THE PUBLIC

FLOW REQUIREMENTS.

16. ALL PRIVATE ON-SITE FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 25 FEET FROM A STRUCTURE OR PROTECTED BY A TWO-HOUR FIREWALL TO THE HIGHEST

PORTION OF THE BUILDING, ADJACENT TO THE HYDRANT.

17. EACH PRIVATE FIRE SYSTEM SHALL HAVE A MAIN POST INDICATOR VALVE, OR OTHER APPROVED VALVE, ON THE SYSTEM SIDE OF THE DETECTOR CHECK VALVE.

18. ALL PRIVATE ON-SITE FIRE HYDRANTS SHALL BE EQUIPPED WITH A SHUT-OFF VALVE, WHICH IS LOCATED AT LEAST 10 FEET, AND NOT MORE THAN 25 FEET, FROM THE HYDRANT. THE LOCATION MAYBE BE LESS THAN 10 FEET WHEN THE WATER MAIN IS EXISTING, AND THE 10 FOOT MINIMUM DISTANCE CANNOT BE SATISFIED. THE SHUT OFF VALVE SHALL BE READILY ACCESSIBLE AT ALL TIME (LOCATING UNDER A PARKING STALL IS NOT ALLOWED).

19. ALL PRIVATE ON-SITE FIRE HYDRANTS SHALL BE INSTALLED TO THE FOLLOWING SPECIFICATIONS, PRIOR TO FLOW TEST AND ACCEPTANCE OF THE SYSTEM:

19.1. ALL FIRE HYDRANTS SHALL MEASURE 6"x4"x2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.

19.2. INSTALLED SO THAT THE CENTERLINE OF THE LOWEST OUTLET IS BETWEEN 14 AND 24 INCHES ABOVE FINISHED GRADE.

19.3. INSTALLED SO THAT THE FRONT OF THE RISER IS BETWEEN 12 AND 24 INCHES BEHIND THE CURB FACE.

19.4. INSTALLED SO THAT THE OUTLETS ARE FACING THE CURB AT A 45-DEGREE ANGLE TO THE CURB LINE.

19.5. OF A TYPE OF CONSTRUCTION WHICH CONFORMS TO CURRENT AMERICAN WATER WORKS ASSOCIATION STANDARD 503.

19.6. PROVIDED WITH A 3 FOOT UNOBSTRUCTED CLEARANCE ON ALL SIDES.

19.7. INSTALLED SO THAT THE FIRE HYDRANT IS CENTERED ON A 3'x3'x1' THICK CONCRETE PAD.

19.8. PROPERLY TREATED PRIOR TO PAINT APPLICATION, AND PAINTED WITH TWO COATS OF PRIMER AND ONE COAT OF “FIRE ENGINE RED” PAINT.

FCA FLANGE COUPLING ADAPTER

PIV POST INDICATOR VALVE

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PATTON AVE

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Drawing Title

Approved:

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1PROPOSED DOMESTIC WATER

SYSTEM MAP

GI-103

0 100 200

SCALE: 1" = 100'

08-PVC-DW-101

12-PVC-DW-201

08-PVC-DW-101 12-PVC-DW-201

08-DGV-109

12-DGV-209

08-PVC-DW-101

12-PVC-DW-201

-P

VC

-D

W-20

-P

VC

-D

W -10

08-PVC-DW-102

-PVC-DW-20

-PVC-DW-10

08-PVC-DW-104

08-PVC-DW-104

08-PVC-DW-103

06-DGV-112

08-DGV-120

04-DGV-122

LEGEND

IDENTIFICATION LABELS

PIPE

0 8 - P V C - D W - X X X

DIAMETER

MATERIAL

WATER SYSTEM

D - DOMESTIC

F - FIRE

PRESSURE ZONE

0 - DWP ZONE

1 - UPPER ZONE

2 - LOWER

SERIAL NUMBER

VALVE

0 8 - D G V - X X X

DIAMETER

VALVE TYPE

GV - GATE VALVE

HV - HYDRANT VALVE

PR - PRESSURE REDUCING VALVE

PRESSURE ZONE

1 - UPPER

2 - LOWER

SERIAL NUMBER

WATER SYSTEM

D - DOMESTIC

F - FIRE

VALVE COVER TOP MARK

DOMESTIC WATER

WATER

FIRE WATER

FIRE

PROPOSED PRESSURE REDUCING VALVE

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT (TO BE PROTECTED IN PLACE)

PROPOSED GATE VALVE

MA

TC

H

LIN

E

SE

E

DW

G

GI

-1

GI-103

A

GI-103

B

CONNECTION TO

EX. PVC PIPE

FIRE HYDRANT

FH - 1 01

FIRE HYDRANT

SERIAL NUMBER

PRESSURE ZONE

1 - UPPER

2 - LOWER

04-DGV-110

CONNECTION

TO EX. PVC

08-DGV-121

CONNECTION TO

EX. PVC 04-DGV-111

04-DGV-113

08-DGV-115

08-DGV-114

08-DGV-116

04-DGV-117

SCALE: 1" = 5'B

UPPER ZONE DOMESTIC WATER

PRESSURE REDUCING AND

BACKFLOW PREVENTER ASSEMBLIES

SCALE: 1" = 5'A TANK SITE CONNECTION TO LADWP

12-DGV-001

08-DGV-003

08-DPR-103

08-DGV-104

08-DGV-107

08-DGV-108

06-DPR-101

06-DGV-102

08-DGV-105

06-DGV-002

08-DGV-106

OR

CALVETS

PARKING

LOT

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CALVETS

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1PROPOSED DOMESTIC WATER

SYSTEM MAP

GI-104

0 100 200

SCALE: 1" = 100'

08-PVC-DW-105

-P

VC

-D

W -1

-P

VC

-D

W -1

08-PVC-DW-108

08-PVC-DW-108

08-PVC-DW-107

-P

VC

-D

W-10

-P

VC

-D

W -1

-P

VC

-D

W -1

-PV

C-

DW

-10

08-PVC-DW-104

08-PVC-DW-106

-P

VC

-D

W-10

08-DGV-134

08-DGV-135

04-DGV-119

04-DGV-130

08-DGV-129

08-DGV-128

04-DGV-127

08-DGV-141

08-DGV-142

08-DGV-140

08-DGV-139

08-DGV-126

08-DGV-133

08-DGV-124

04-DGV-123

08-DGV-137

08-DGV-XXX

08-DGV-138

08-DGV-140

04-DGV-141

08-DGV-143

08-DGV-142

04-DGV-144

08-DGV-151

08-DGV-146

08-PVC-DW-110

08-DGV-151

LEGEND

PROPOSED PRESSURE REDUCING VALVE

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT (TO BE PROTECTED IN PLACE)

PROPOSED GATE VALVE

IDENTIFICATION LABELS

PIPE

0 8 - P V C - D W - X X X

DIAMETER

MATERIAL

WATER SYSTEM

D - DOMESTIC

F - FIRE

PRESSURE ZONE

0 - DWP ZONE

1 - UPPER ZONE

2 - LOWER

SERIAL NUMBER

VALVE

0 8 - D G V - X X X

DIAMETER

VALVE TYPE

GV - GATE VALVE

HV - HYDRANT VALVE

PR - PRESSURE REDUCING VALVE

PRESSURE ZONE

1 - UPPER

2 - LOWER

SERIAL NUMBER

WATER SYSTEM

D - DOMESTIC

F - FIRE

VALVE COVER TOP MARK

DOMESTIC WATER

WATER

FIRE WATER

FIRE

04-DGV-148

MA

TC

H

LIN

E

SE

E

DW

G

GI

-1

04-DGV-118

08-PVC-DW-103

GI-104

A

CONNECT TO

EX. PVC PIPE

08-DGV-125

08-DGV-136

GI-104

B

04-DGV-145

08-DGV-147

GI-104

C

04-DGV-150

04-DGV-149

SCALE: 1" = 5'A PRV - BONSALL

SCALE: 1" = 5'B UPPER ZONE LADWP CONNECTION

SCALE: 1" = 5'C PRV - PERSHING/DEWEY

FIRE HYDRANT

FH - 1 01

FIRE HYDRANT

SERIAL NUMBER

PRESSURE ZONE

1 - UPPER

2 - LOWER

OR

08-DGV-131

08-DPR-201

08-DGV-202

06-DGV-132

06-DPR-203

06-DGV-204

08-DGV-144

08-DGV-143

08-DGV-146

08-DGV-145

08-DGV-206

08-DPR-205

08-DGV-152

06-DGV-153

08-DGV-208

08-DPR-207

[FUTURE]

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MACARTHUR AVE

PRIVATE ROAD

PATTON

AVE

PATTON AV

BONSALL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1PROPOSED FIRE WATER

SYSTEM MAP

GI-105

0 100 200

SCALE: 1" = 100'

12-PVC-FW-101

12-PVC-FW-101

10-PVC-FW-102

12-PVC-FW-105

-PV

C-FW

-10

12-PVC-FW-104

12-PVC-FW-106

12-FGV-109

-P

VC

-F

W -10

06-FHV-115

10-FGV-114

FH-101

FH-107

FH-106

12-PVC-FW-105

12-PVC-FW-103

06-FHV-121

12-FGV-120

06-FHV-118

FH-103

FH-102

06-FHV-116

08-FGV-130

XX-FHV-XXX

FH-XXX

06-FHV-131

FH-109

FH-108

06-FHV-129

XX-FGV-XXX

XX-FGV-XXX

MA

TC

H

LIN

E

SE

E

DW

G

GI

-1

LEGEND

IDENTIFICATION LABELS

PIPE

0 8 - P V C - D W - X X X

DIAMETER

MATERIAL

WATER SYSTEM

D - DOMESTIC

F - FIRE

PRESSURE ZONE

0 - DWP ZONE

1 - UPPER ZONE

2 - LOWER

SERIAL NUMBER

VALVE

0 8 - D G V - X X X

DIAMETER

VALVE TYPE

GV - GATE VALVE

HV - HYDRANT VALVE

PR - PRESSURE REDUCING VALVE

PRESSURE ZONE

1 - UPPER

2 - LOWER

SERIAL NUMBER

WATER SYSTEM

D - DOMESTIC

F - FIRE

VALVE COVER TOP MARK

DOMESTIC WATER

WATER

FIRE WATER

FIRE

PROPOSED PRESSURE REDUCING VALVE

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT (TO BE PROTECTED IN PLACE)

PROPOSED GATE VALVE

FIRE HYDRANT

FH - 1 01

FIRE HYDRANT

SERIAL NUMBER

PRESSURE ZONE

1 - UPPER

2 - LOWER

OR

SCALE: 1" = 5'A

UPPER ZONE FIRE WATER PRESSURE

REDUCING AND BACKFLOW

PREVENTER ASSEMBLIES

GI-105

A

12-FGV-001

12-FGV-101

12-FGV-102

08-FGV-002

08-FPR-103

08-FGV-104 08-FGV-107

08-FGV-108 12-FGV-106

12-FGV-105

CONNECTION TO

EX. PVC PIPE CONNECTION TO

EX. PVC PIPE

06-FHV-112

06-FHV-11106-FHV-113

10-FGV-110

06-FHV-128

06-FHV-127

FH-104

12-FGV-126

04-FGV-119

06-FGV-117

CONNECT

TO EX. PVC

CONNECT

TO EX. PVC

04-FGV-132

10-FGV-207

LOT

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1PROPOSED FIRE WATER

SYSTEM MAP

GI-106

-P

VC

-F

W -1

-P

VC

-F

W -1

12-PVC-FW-110

12-PVC-FW-110

-PV

C-

FW

-10

12-PVC-FW-109

12-PVC-FW-106

-PV

C-

FW

-10

-P

VC

-F

W -1

12-PVC-FW-108

12-PVC-FW-107

FH-117

06-FHV-167

12-FGV-168

06-FGV-170

FH-118

06-FGV-171

06-FHV-175

FH-121

12-FGV-173

12-FGV-172

06-FGV-179

12-FGV-179

FH-119

06-FHV-134

FH-110

12-FGV-135

12-FGV-149

12-FGV-136

FH-111

06-FHV-137

12-FGV-152

04-FGV-138

12-FGV-150

12-FGV-151

12-FGV-141

06-FHV-139

FH-112

06-FGV-154

06-FHV-153

FH-113

06-FHV-155

FH-114

12-FGV-160

12-FGV-156

12-FGV-157

06-FGV-158

06-FHV-161

FH-116

06-FHV-159

FH-115

06-FGV-143

FH-120

06-FHV-210

06-FHV-209

FH-105

06-FHV-122

0 100 200

SCALE: 1" = 100'

MA

TC

H

LIN

E

SE

E

DW

G

GI

-1

LEGEND

PROPOSED PRESSURE REDUCING VALVE

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT (TO BE PROTECTED IN PLACE)

PROPOSED GATE VALVE

IDENTIFICATION LABELS

PIPE

0 8 - P V C - D W - X X X

DIAMETER

MATERIAL

WATER SYSTEM

D - DOMESTIC

F - FIRE

PRESSURE ZONE

0 - DWP ZONE

1 - UPPER ZONE

2 - LOWER

SERIAL NUMBER

VALVE

0 8 - D G V - X X X

DIAMETER

VALVE TYPE

GV - GATE VALVE

HV - HYDRANT VALVE

PR - PRESSURE REDUCING VALVE

PRESSURE ZONE

1 - UPPER

2 - LOWER

SERIAL NUMBER

WATER SYSTEM

D - DOMESTIC

F - FIRE

VALVE COVER TOP MARK

DOMESTIC WATER

WATER

FIRE WATER

FIRE

FIRE HYDRANT

FH - 1 01

FIRE HYDRANT

SERIAL NUMBER

PRESSURE ZONE

1 - UPPER

2 - LOWER

OR

SCALE: 1" = 5'A PRV - BONSALL

SCALE: 1" = 5'B UPPER ZONE LADWP CONNECTION

SCALE: 1" = 5'C PRV - PERSHING/DEWEY

10-FGV-147

10-FPR-203

10-FGV-204

08-FGV-148

08-FPR-201 08-FGV-202

10-FGV-164

10-FGV-163

08-FGV-166

08-FGV-165

08-FGV-208

08-PR-207

08-FGV-182

10-FGV-183

10-FGV-206

10-FPR-205

GI-106

A

GI-106

B

GI-106

C

08-FGV-145

06-FHV-123

12-PVC-FW-104

06-FGV-124

06-FGV-125

06-FHV-146

06-FGV-144

06-FHV-142

12-FGV-140

04-FGV-133

06-FGV-181

06-FGV-180

12-FGV-182

12-FGV-178

06-FHV-177

12-PVC-FW-112

06-FGV-176

12-FGV-162

06-FGV-169

LOT

[FUTURE]

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[FUTURE]

[FUTURE]

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VAN

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EV

CU-101CU-110

CU-102CU-111

CU-103

CU-10

CU-113

CU-112 CU-105

CU-105

CU

-1

CU-107

C U

-1

C U

-1

GR

AN

T A

VE

DEW

EY AVE

MACARTHUR AVE

PATTON AVE

BONSALL AVE

AR

NO

LD

A

VE

VA

ND

ER

GR

IF

T

NI

M

IT

Z A

VE

PATTON AVE

MACARTHUR AVE

LOT 38

AV

E

PRIVATE ROAD

PE

RS

HI

N

G

AV

E (F

U

TU

RE

BRINGHAM AVE

CU-102

CU-11

CU

-1

CU-104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

\G

LA

_P

R O

JE

C

TS

\W

AT

R

ES

\T

AS

KS

\D

ES

IG

N

\S H

EE

TS

\6

-2 1-

(L O

N G

T

ER

M

N

PD

)\L O

N G

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AC

KA

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1\

VA

W

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-G I-1

.D

W G

6/

/2

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P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1SHEET INDEX MAP

DOMESTIC WATER SYSTEM

GI-107

LEGEND

0 100 200

SCALE: 1" = 100'

PROPOSED NEW BUILDING AND BUILDING NUMBER

EXISTING BUILDING AND BUILDING NUMBER

PROPOSED FIRE WATER LINE

DOMESTIC WATER DRAWING VIEW LIMIT

PROPOSED CURB (BY OTHERS)

PROPOSED DOMESTIC WATER LINE

CU-101 DOMESTIC WATER DRAWING SHEET NUMBER

VA RECORDED PROPERTY LINE

EUL PARCEL LINES (DIGITIZED FROM PDF OF NORTH CAMPUS PARCEL

MAP PROVIDED BY KPFF)

EUL PARCEL LINES (PER JRN SURVEY DATA)

LOT

[FUTURE]

408 306

CALVETS

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

VAN

EV

EV

EV

EV

CU-116

CU-117

CU-118

CU-121

CU

-1

CU-120

CU-120

CU

-1

CU-124

C U

-1

C U

-1

GR

AN

T A

VE

MACARTHUR AVE

BRINGHAM AVE

PATTON AVE

BONSALL AVE

AR

NO

LD

A

VE

NI

M

IT

Z A

VE

PATTON AVE

PE

RS

HI

NG

A

VE

MACARTHUR AVE

LOT 38

(F

UT

UR

E)

VA

NDE

RG

RI

FT

AV

E

PRIVATE ROAD

CU-119

CU-119

CU-117

DEW

EY AVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

\G

LA

_P

R O

JE

C

TS

\W

AT

R

ES

\T

AS

KS

\D

ES

IG

N

\S H

EE

TS

\6

-2 1-

(L O

N G

T

ER

M

N

PD

)\L O

N G

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KA

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1\

VA

W

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-G I-1

.D

W G

6/

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P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1SHEET INDEX MAP

FIRE WATER SYSTEM

GI-108

0 100 200

SCALE: 1" = 100'

LEGEND

PROPOSED NEW BUILDING AND BUILDING NUMBER

EXISTING BUILDING AND BUILDING NUMBER

PROPOSED DOMESTIC WATER LINE

FIRE WATER DRAWING VIEW LIMIT

PROPOSED CURB (BY OTHERS)

PROPOSED FIRE WATER LINE

CU-101 FIRE WATER DRAWING SHEET NUMBER

EUL PARCEL LINES (PER JRN SURVEY DATA)

VA RECORDED PROPERTY LINE

EUL PARCEL LINES (DIGITIZED FROM PDF OF NORTH CAMPUS PARCEL

MAP PROVIDED BY KPFF)

LOT

[FUTURE]

408 306

CALVETS

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

[FUTURE]

BLD

G. A

, B & C

BLD

G. G

BLD

G. J

BLD

G. H

BLD

G. K

BLD

G. I

BLD

G. F

BLD

G. E

BLD

G. D

BLD

G. L

BLD

G. M

VAN

EV

EV

EV

EV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

\G

LA

_P

R O

JE

C

TS

\W

AT

R

ES

\T

AS

KS

\D

ES

IG

N

\S H

EE

TS

\6

-2 1-

(L O

N G

T

ER

M

N

PD

)\L O

N G

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AC

KA

G E

1\

VA

W

LA

-C D

-1

.D W

G 6/

/2

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9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1ABANDONMENT AND REMOVAL

CD-101

BONSALL AVE

0 100 200

SCALE: 1" = 100'

LEGEND

PROPOSED NEW BUILDING

EXISTING BUILDING

EXISTING IRRIGATION (PLAN VIEW)

EXISTING UTILITY TO BE REMOVED AND DISPOSED OF (VA #691-21-120)

EXISTING WATER (PLAN VIEW)

EXISTING UTILITY TO BE ABANDONED IN PLACE AND PLUGGED (VA #691-21-120)

BONSALL AVE

N

IM

IT

Z

AV

E

VA

ND

ER

GR

IF

T

AV

E

AR

NO

LD

A

VE

BRINGHAM AVE

PATTON AVE

PE

RS

HI

NG

A

VE

(F

UT

.)MACARTHUR AVE

PROPOSED EUL PARCEL LINE

EXISTING UTILITY TO BE REMOVED AND DISPOSED OF OR ABANDONED IN PLACE BY OTHERS

1. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO STARTING EXCAVATION WORK.

2. UNLESS OTHERWISE NOTED, ALL EXISTING UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES SHALL BE PROTECTED-IN-PLACE.

3. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY DEPTHS AND TO NOTIFY THE VA REPRESENTATIVE IF ANY UTILITIES CONFLICT WITH PROPOSED IMPROVEMENTS.

4. SHOULD ANY EXITING UTILITIES NOT SHOWN HEREON BE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE VA REPRESENTATIVE PRIOR TO DEMOLITION OR CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE WITH THE VA AND VERIFY THE NUMBER OF TREES AND ROOTS TO BE REMOVED AND DISPOSED OF PRIOR TO START OF CONSTRUCTION.

6. UNLESS OTHERWISE NOTED, REMOVAL INCLUDES ALL COMPONENTS OF ITEM, STRUCTURE, BASE, FOUNDATION, UTILITIES, VALVES AND APPURTENANCES, AND CONSTRUCTION OF CONCRETE PLUGS, ETC.

7. UNLESS NOTED OTHERWISE NOTED. ABANDONMENT INCLUDED ABANDONMENT IN PLACE, REMOVAL OF INTERFERING PORTIONS, AND CONSTRUCTION OF CONCRETE PLUGS

8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES AND SHALL NOTIFY VA'S REPRESENTATIVE WITH ANY DISCREPANCIES.

9. LIMITS OF TRANSITE PIPE IS UNKNOWN. CONTRACTOR SHALL DISPOSE OF AND ABANDON ALL TRANSITE PIPE PER VA, STATE, AND LOCAL REQUIREMENTS.

10. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SERVICES, APPURTENANCES, AND SPRINKLERS. IF DAMAGED, CONTRACTOR SHALL REPLACE THEM TO THE SATISFACTION OF THE VA AT THE CONTRACTOR'S EXPENSE

GENERAL NOTES

DEMOLITION NOTES

ABANDON VALVE. CLOSE VALVE AND REMOVE AND DISPOSE OF VALVE CAN LID, AND FILL WITH CONCRETE. RESURFACE IN KIND.3

PRV. REMOVE AND DISPOSE OF ABOVE GROUND INFRASTRUCTURE AND SALVAGE PRV AND GATE VALVES. CAP PIPELINE MINIMUM 5' BELOW SURFACE.1

FIRE HYDRANT. ABANDON EXISTING FIRE HYDRANT LATERAL IN PLACE. REMOVE AND DISPOSE OF FIRE HYDRANT, ABOVE GROUND RISER, VALVE BOX AND COVER CAP MINIMUM 5' BELOW SURFACE.2

SCHEDULE IS UNKNOWN

ACP NOTES:

SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS

NECESSARY TO PROVIDE ROOM FOR NEW CONNECTING PIPE, FITTINGS AND VALVE. DO

NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE.

DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

INSTALL NEW PIPE AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS, USE LONG

BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH

FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI CL 250

PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE

OWNER'S INSPECTOR PRIOR TO INSTALLATION.

B-3

B-4

B-6

B-7

B-8

B-9

B-10

B-14

B-15

B-13

B-12

PIV

B-11

(EX FH CONNECTED TO

MAJESTYC)

B-20

B-19

B-18

3 B-17

B-16

PRIVATE CALVETS WATER

B334

B329

EX. TRANSITE PIPE, SEE

NOTE 8

EX. TRANSITE PIPE, SEE

NOTE 8

(ASSUMED) EX.

ABND WATR

EX. FDC TO

BE REMOVED

SCALE: 1" = 10'A PIT B

SCALE: 1" = 10'B PIT C

PROPOSED SIDEWALK AND CURB

EXISTING IRRIGATION (DETAILVIEW)

EXISTING WATER (DETAIL VIEW)

EX. NORMALLY

CLOSED VALVE 3

REMOVE VALVE. REMOVE AND DISPOSE OF VALVE AND VALVE CAN LID. RESURFACE IN KIND4

4 4

EX. 12" PVC

(PROTECT IN PLACE)

(ASSUMED) EX.

HP IRRIGATION

EX. 12" PVC

(PROTECT IN PLACE)

EX. 12" PVC

(PROTECT IN PLACE)

2 3

3 3

EX. 12" PVC

(PROTECT IN PLACE) EX. 12" PVC

(PROTECT IN PLACE)

EX. B300 IRR.

BACKFLOW

(PROTECT IN

PLACE)

EX. NORMALLY

CLOSED GV

(ASSUMED) EX.

DW/FW TO B210

(ASSUMED) EX. IRR

SERVICE TO B300

(PROTECT IN PLACE)

4EX. NORMALLY

CLOSED GV

CONNECTION

TO EX. 12" PVC

EX. NORMALLY

CLOSED GV

EX. NORMALLY

CLOSED GV

EX. IRR. LINE

EX. B300 FIRE

BACKFLOW

(PROTECT IN

PLACE)

EX. B300 DOMESTIC

WATER BACKFLOW

(PROTECT IN PLACE)

(ASSUMED)

EX. SERVICE

TO BE B300

EX. ABND. 10" WTR

EX. ABND 12"

WTR

EX. 12" PVC WTR,

LOWER FW

(ASSUMED) B300

SERVICE TO B300

CD-101

A

CD-101

B

3 3

D-4

D-3

D-2

EX. TRANSITE,

SEE NOTE 8

B-2

B-5

D-74

4 D-1

D-6

LEGEND

EX. ASPHALT

ACCESS ROAD

TANK SITE MECHANICAL

DEMOLITION LAYOUT

MD-101

EXISTING ITEMS TO BE DEMOLISHED

AND DISPOSED OF

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL EXISTING UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES SHALL BE

PROTECTED IN PLACE.

2. CONTRACTOR TO FIELD VERIFY EXISTING UTILITY DEPTHS AND TO NOTIFY THE VA REPRESENTATIVE IF ANY UTILITIES

CONFLICT WITH PROPOSED IMPROVEMENTS.

3. SHOULD ANY EXISTING UTILITIES NOT SHOWN HEREON BE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE VA

REPRESENTATIVE PRIOR TO DEMOLITION OR CONSTRUCTION.

4. CONTRACTOR SHALL COORDINATE WITH THE VA AND VERIFY THE NUMBER OF TREES AND ROOTS TO BE REMOVED AND

DISPOSED OF PRIOR TO START OF CONSTRUCTION.

5. UNLESS OTHERWISE NOTED, REMOVAL INCLUDES ALL COMPONENTS OF ITEM, STRUCTURE, BASE, FOUNDATION, UTILITIES, CONSTRUCTION OF CONCRETE PLUGS, ETC.

6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES AND SHALL NOTIFY VA'S REPRESENTATIVE

WITH ANY DISCREPANCIES.

7. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO STARTING EXCAVATION

WORK.

8. 12" PIPING, VALVES, AND FITTINGS SHALL BE REMOVED AND DISPOSED OF AFTER ALL WORK IN LADWP VAULTS IS COMPLETED. THIS SECTION OF PIPE MAY BE USED AS A BYPASS WHILE WORK IN THE VAULT IS BEING COMPLETED.

CONTRACTOR SHALL COORDINATE WITH LADWP AS NECESSARY AND PROVIDE A CONSTRUCTION PHASING PLAN FOR THE VA'S REVIEW AND APPROVAL A MINIMUM OF 3 WEEKS BEFORE SCHEDULED LADWP WORK AND EACH WATER

SHUT-DOWN.

DEMOLITION NOTES

REMOVE PUMP SKID, PIPE AND FITTINGS, AND ELECTRICAL PANEL1

REMOVE BLIND FLANGE2

2 3

REMOVE PLUG3

REMOVE 12" DI WATER MAIN4

EX. EDGE OF PAVEMENT

PROTECT-IN-PLACE

0 10 20

SCALE: 1" = 10'

500,000 GAL. WATER

RESERVOIR

300,000 GAL. WATER

RESERVOIR

REMOVE EX. VALVE, FITTINGS, THRUST BLOCK, AND INTERFERING

PORTIONS OF PIPE

EX. FENCE

PROTECT-IN-PLACE

EX. TREE

PROTECT-IN-PLACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

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LA

_P

R O

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C

TS

\W

AT

R

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\T

AS

KS

\D

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IG

N

\S H

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TS

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(L O

N G

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)\L O

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KA

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VA

W

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-M D

1.

D W

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/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1

VAN

EV

EV

EV

EV

BONSALL AVE

DEWEY AVE

W

ILS

HI

RE

B

LV

D

CO

NS

TI

TU

TI

ON

A

VE

NI

MITZ

AV

E

GRA

NT

AV

E

PATTON AVE

RELOCATE VALVE AND VALVE CAN6

RELOCATE FLANGE COUPLING ADAPTER7

EX. PIPING, METERS, VALVES, AND FITTINGS (TO BE REMOVED BY OTHERS/LADWP)8

EX. 12" LADWP METER VAULT (4020755) (VA PIT-1)

TO BE CONVERTED TO A FIRE SERVICE BY

LADWP WITH TWO 6" METERS

EX. LADWP CONCRETE VAULT

PROTECT-IN-PLACE

4 SEE NOTE 8

EX. IRRIGATION CONTROLLERS

PROTECT-IN-PLACE

EX. ELECTRICAL RISER

PROTECT-IN-PLACE

ABANDONED PIT-9

ABANDONED PIT-4

ABANDONED

PIT-2

REMOVE INTERFERING PORTIONS OF EXISTING CHAINLINK FENCE9

EX. CHAINLINK FENCE

EX. CHAINLINK FENCE

EX. 20' WIDE CHAINLINK

DOUBLE-LEAF GATE

4 5

221+50

0+

221+00

101+15

+7

0+

101+00

+7

TANK SITE CIVIL SITE PLAN AND

CONNECTION TO LADWP

CI-101

ELECTRICAL

PULLBOX

ELECTRICAL

PANEL

12" EX. RESERVOIR

OUTLET

PIT-5

ABAND. 12" WATER

(TO V.A. CENTER)

EX. 12" LADWP METER VAULT (4020755) (VA

PIT-1) TO BE CONVERTED TO A FIRE SERVICE

BY LADWP WITH TWO 6" METERS

EXISTING 12" LADWP SERVICE (4020755)

TO LADWP 36" TRANSMISSION MAIN

12" GATE VALVE EX. IRRIGATION

CONTROLLERS

PROTECT-IN-PLACE

EX. 12" C900 WATER MAIN

(MAJESTYC), TO V.A. CENTER

EX. 4" SCH. 80 PVC WATER LINE (IRRIGATION

TO GOLF COURSE)

(POTHOLED)

EX. 6" H.P. LINE (IRRIGATION)

(NOT FOUND)

12" AC WATER TO BE

ABANDONED (TO V.A.

CAMPUS)

EX. ASPHALT

ACCESS ROAD

EX. DOUBLE LEAF

ACCESS HATCH

10" TANK FILL LINE (TO BE

REMOVED FROM SERVICE)

PIT-6

ABANDONED PIT-9

EX. 4" SCH. 40 PVC WATER MAIN TO

GOLF COURSE

(POTHOLED)

PIT-3

ABANDONED PIT-4

8" EX. TANK FILL

LINE

FUTURE LADWP METER VAULT (TO BE

DESIGNED AND CONSTRUCTED BY

LADWP, WITH TWO 4" METERS)

REMOVE PLUG AND

CONNECT TO EX. 12" PIPE

POINT OF CONNECTION MAY VARY,

CONTRACTOR TO COORDINATE

WITH LADWP AS NEEDED

EX. 12" STORM DRAIN

PROTECT-IN-PLACE

500,000 GAL. WATER

RESERVOIR

ABANDONED PIT-2

300,000 GAL. WATER

RESERVOIR

PROPOSED 12" PVC

FIRE WATER

PROPOSED 8" PVC

DOMESTIC WATER

0 10 20

SCALE: 1" = 10'

FUTURE 12" LADWP SERVICE (TO BE

DESIGNED AND CONSTRUCTED BY

LADWP)

EX. ASPHALT

CONSTRUCTION NOTES

4 INSTALL 12" DI 22.5° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

5 INSTALL 12" DI 11.25° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

10 INSTALL 8" DI 90° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

8 INSTALL 8" C900 (DR 18) PVC WATER MAIN PER

2 INSTALL 12" C900 (DR 18) PVC WATER MAIN PER

15 12" FLEXIBLE TRANSITION COUPLING

11 INSTALL 8" DI 22.5° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

SEE DWG CU-101 FOR CONTINUATION

BEGIN CONSTRUCTION

CONNECT TO EX. 12" PIPE

PROFILE A

N: 1846820.57 E: 6420731.00

BEGIN CONSTRUCTION

PROFILE B

N: 1846826.72 E: 6420736.08

SEE DWG CU-116 FOR CONTINUATION

12 INSTALL 8" DI 11.25° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

2 15

STA. 220+64.884 5

STA. 100+03.85 11 12

7 INSTALL 12"x8" DI REDUCER WITH THRUST BLOCK PER LACWD STANDARD W-21

14 OPEN VALVE FOLLOWING CONSTRUCTION AND VA'S ACCEPTNACE

13 NORMALLY CLOSED VALVE FOLLOWING CONSTRUCTION AND VA'S ACCEPTANCE

STA. 99+79.00 7

2-FLGxMJ

STA. 100+30.67 10MJ x MJ

STA. 100+80.92

MJ x MJ

BEGIN CONSTRUCTION

CONNECT TO EX. 12" PIPE

SEE DWG CU-110 FOR CONTINUATION

N: 1846763.43 E: 6420756.53

2 15

3 INSTALL 12" DI 90° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

2-FLGxMJ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

\G

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_P

R O

JE

C

TS

\W

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\T

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KS

\D

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IG

N

\S H

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(L O

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)\L O

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W

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W G

6/

/2

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P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1

VAN

EV

EV

EV

EV

STA. 220+29.00

STA. 101+15.00

STA. 221+50.00

EX. TANK FILL LINE

EX. RESERVOIR

OUTLET

TANK FILL LINE

STA. 190+00.00

16 RELOCATED FLANGE COUPLING ADAPTER

17 RELOCATED FLANGED GATE VALVE

18 RESTORE AND REPLACE REMOVED SECTION(S) OF CHAINLINK FENCE

PER APWA STANDARD 600-4

16 15

19 REPAIR VAULT WALL FOLLOWING REMOVAL OF 12" WATER PIPE

1 15

STA. 99+75.00

BONSALL AVE

DEWEY AVE

W

ILS

HI

RE

B

LV

D

CO

NS

TI

TU

TI

ON

A

VE

NI

MITZ

AV

E

GRA

NT

AV

E

PATTON AVE

1 INSTALL 12" DI WATER MAIN PER CU-201

A

CU-201

A

CU-201

A

EX. 12" DI

WATER MAIN

MJ x MJ

EX. 12" DI

WATER MAIN

STA. 100+44.99

MJ x MJ10

STA. 100+66.60

MJ x MJ10

BACKFLOW PREVENTER

GATE VALVE

PRESSURE REGULATING VALVE

TRANSITION COUPLING

LEGEND

PIPE PLUG

6 INSTALL 12" PLUG

S6 5°

'27

"W

S6 5°

'27

"W

S29°15'44"W S29°15'54"W

N60°44'16"W

S29°15'44"W

N60°44'16"W S29°15'44"W

S29°15'44"W

CI-102

B

MP-103

A

CI-102

A

MP-102

A

MP-101

A

20 REMOVABLE BOLLARD

(TYP.)

3'-6"

55 ADJUST PRESSURE SETTING TO EXISTING PRESSURE REGULATING VALVE

5520 PSI

5515 PSI

55 8 PSI

4 PSI

10 PSI

TANK SITE PIPELINE PROFILES

CI-102

CONSTRUCT 4.00 LF OF 12" PVC PIPE

EX. SURFACE OVER ℄ OF

PROPOSED WATER MAIN

100+00

221+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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A- W

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1

SCALE

VERT: 1"=4'

HORIZ: 1"=10'

101+00

SCALE

VERT: 1"=4'

HORIZ: 1"=10'

220+50 221+50

100+50

BE

G

IN

C

O N

ST

R

U C

TI

O

N

ST

A.

+7 5.0

BE

G

IN

C

O N

ST

R

U C

TI

O

N

0+

.00

EX. SURFACE OVER ℄ OF

PROPOSED WATER MAIN

CONSTRUCT 121.00 LF 12" PVC PIPE

36" MIN.

COVER

12" FW

INV. 468.36

12" SD

12" SD

6" W

60" MIN.

COVER

12" SD

8" W

INV. 470.50

12" W

6" W

8" W

INV. 473.11

EX. CURB

EX. CURB

EX. CHAINLINK

FENCE

EX. CURB

EX. CHAINLINK FENCE

(CROSSING)

CONSTRUCT 136.00 LF OF 8" PVC PIPE

MA

TC

H

LIN

E

ST

AT

IO

N

1+

.00

SE

E

DW

G

CU

-1

MA

TC

H

LIN

E

ST

AT

IO

N

1+

.00

SE

E

DW

G

CU

-1

STA. 100+46.49 TEE

INV. 481.48

STA. 100+54.02 TEE

INV. 481.48

STA. 100+55.52 TEE

INV. 481.48

STA. 100+62.60 TEE

INV. 481.48

HORIZONTAL SCALE: 1"=10'

PROFILE A - UPPER ZONE DOMESTIC WATER

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=10'

PROFILE B - UPPER ZONE FIRE WATER

VERTICAL SCALE: 1"=4'

B

A

ST

A.

0+

.00

G B

IN

V.

1.2

ST

A.

0+

.00

G B

IN

V.

8.6

ST

A.

1+

.00

G B

IN

V.

6.5

ST

A.

1+

.00

G B

IN

V.

5.0

ST

A.

0+

.67

G B

IN

V.

3.4

ST

A.

0+

.07

.25

° B

EN

D

IN

V.

3.1

ST

A.

0+

.62

.25

° B

EN

D

IN

V.

4.0

ST

A.

0+

.98

° B

EN

D

IN

V.

4.0

ST

A.

+7

9 R

ED

UC

ER

IN

V.

6.2

4 (

ST

A.

0+

.10

° B

EN

D

IN

V.

1.9

ST

A.

0+

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G B

IN

V.

0.0

ST

A.

0+

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G B

IN

V.

9.1

ST

A.

1+

.00

G B

IN

V.

8.6

ST

A.

1+

.00

G B

IN

V.

6.1

12" FW

INV. 466.25

IN

V.

5.9

IN

V.

6.4

IN

V.

4.0

IN

V.

6.9

CONSTRUCTION NOTES

2 INSTALL 8" DI TEE WITH THRUST BLOCK PER LACWD STANDARD W-21

1 INSTALL 12" x 8" DI REDUCER WITH THRUST BLOCK PER LACWD STANDARD W-21

4 3

2 2

4 INSTALL 8" DI 11.25° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

3 INSTALL 8" DI 90° BEND WITH THRUST BLOCK PER LACWD STANDARD W-21

S=-0.0699

S=-0.0349 S=-0.0000 S=0.0199S=0.0000

S=-0.1210 S=-0.0857 S=-0.0506

S=-0.2483 S=-0.0506

S=-0.1325

S=-0.1300

S=-0.1030

S=-0.0770 S=-0.0507

IN

V.

6.3

4 ( 8"

101+15

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

M :\V

A- W

LA

\G

LA

_P

R O

JE

C

TS

\W

AT

R

ES

\T

AS

KS

\D

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\S H

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VA

W

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:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL DEDICATED FIRE SUPPRESSION

WATER DISTRIBUTION SYSTEM AND

REPLACE POTABLE WATER LINES

WEST LOS ANGELES, CA 90073

691-21-120

Project Director

07.07.22 M.SALCEDO BHRevisions: Date:

ARCHITECT/ENGINEER OF RECORD

OF 47

PACKAGE 1

VAN

EV

EV

EV

EV

SCALE

VERT: 1"=4'

HORIZ: 1"=40'

PROPOSED WATER LINE - SIZE AS INDICATED

EXISTING WATER LINE - SIZE AS INDICATED

EXISTING SEWER LINE - SIZE AS INDICATED

EXISTING COMMUNICATIONS CONDUIT

EXISTING GAS LINE - SIZE AS INDICATED

EXISTING TELEPHONE CONDUIT

EXISTING CONCRETE CURB

EXISTING EDGE OF PAVEMENT (EP)

EXISTING GATE VALVE

EXISTING FIRE HYDRANT (FH)

EXIS…