250508 Los Angeles CA 898-034 Maintenance Plans 1 of 10.pdf

SHEET INDEX

SHEET

NO.

DRAWING NO. SHEET TITLE

PROJECT TEAM

SITE LOCATION MAP

SCALE: NTS N

SITE LOCATION AND ACCESS MAP

SCALE: NTS N

LOS ANGELES NC

LOS ANGELES NC

MAINTENANCE YARD

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

COVINGTON, LA 70433

CONTACT: SEAN FITZPATRICK

SEAN@VALIINT.COM

504-378-7399

SITE OWNER

VA NCA

LOS ANGELES NATIONAL CEMETERY

CONTACT: JUAN KAYS

JUAN.KAYS@VA.GOV

202-632-5057

SURVEYOR

ATC DESIGN GROUP

ESCONDIDO, CA 92029

CONTACT: RYAN POST

RPOST@ATCDESIGNGROUP.COM

760-738-8800

HAZARDOUS MATERIALS

TERRACON

TUSTIN, CA 92750

CONTACT: VICTOR NGUYEN

VICTOR.NGUYEN@TERRACON.COM

310-627-3430

STRUCTURAL

DCI

Los Angeles, CA 90049

CONTACT: NOLAN LENAHAN

NLENAHAN@DCI-ENGINEERS.COM

213-298-3700

DEPARTMENT OF VETERANS AFFAIRS

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

NCA PROJECT NO. 898CM3034

Los Angeles, CA

G-001 COVER SHEET

G-101 SITE ACCESS, FENCING AND STAGING PLAN

GC101 EROSION AND SEDIMENTATION CONTROL PLAN

V-101 TOPOGRAPHIC SURVEY

CD101 DEMOLITION PLAN - SITE

CD102 DEMOLITION PLAN - UTILITIES

C-101 SITE PLAN

C-102 UTILITY PLAN

C-103 GRADING PLAN

C-104 JOINTING PLAN

C-201 STORM DRAINAGE PROFILES

C-202 SANITARY SEWER PROFILES

C-501 DETAILS - SITE

C-502 DETAILS - UTILITIES

C-503 DETAILS - UTILITIES

C-504 DETAILS - EROSION AND SEDIMENTATION CONTROL

LD101 IRRIGATION DEMOLITION PLAN

LI101 IRRIGATION PLAN

LI501 IRRIGATION & PLANTING DETAILS

LP101 PLANTING PLAN

D-101 SITE & BUILDING DEMOLITION PLAN

D-102 DEMOLITION DETAILS

A-001 ARCHITECTURAL LEGENDS AND NOTES

A-101 ARCHITECTURAL SITE PLAN

A-102 MAIN FLOOR PLANS

A-103 REFLECTED CEILING PLANS

A-104 ROOF PLANS

A-201 ADMINISTRATION & STORAGE BUILDING EXTERIOR ELEVATIONS

A-202 MAINTENANCE & COVERED STORAGE EXTERIOR ELEVATIONS

A-301 ADMINISTRATION & STORAGE BUILDING & WALL SECTIONS

A-302 MAINTENANCE & COVERED STORAGE BUILDING & WALL SECTIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-501 INTERIOR DETAILS

A-502 DOOR & WINDOW DETAILS

A-503 MISC. DETAILS

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 SPECIAL INSPECTIONS AND ABBREVIATIONS

S-101 SITE OVERALL PLAN

S-102 ADMINISTRATION AND STORAGE BUILDING FOUNDATION PLAN

S-103 ADMINISTRATION AND STORAGE ROOF FRAMING PLAN

S-104 MAINTENANCE BUILDING AND COVERED PARKING FOUNDATION PLAN

S-105 MAINTENANCE BUILDING AND COVERED PARKING ROOF FRAMING PLAN

S-501 STRUCTURAL - FOUNDATION DETAILS

S-502 STRUCTURAL - FOUNDATION DETAILS

S-503 STRUCTURAL - CMU FRAMING DETAILS

S-504 STRUCTURAL - CFS FRAMING DETAILS

S-505 STRUCTURAL - CFS FRAMING DETAILS

S-506 STRUCTURAL - FRAMING DETAILS

S-507 STRUCTURAL - FRAMING DETAILS

S-508 STRUCTURAL - FRAMING DETAILS

M-001 MECHANICAL SYMBOLS & ABBREVIATIONS

MH101 HVAC FLOOR PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

P-001 PLUMBING SYMBOLS & ABBREVIATIONS

P-101 PLUMBING FLOOR PLANS

P-102 PLUMBING FLOOR PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

E-001 MEDIUM VOLTAGE POWER PLAN LAYOUT

E-002 ONELINE DIAGRAMS

E-003 POWER PLAN ONELINE AND PANEL LAYOUT

E-004 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

EL101 OVERALL LIGHTING PLAN LAYOUT

EL102 STORAGE BUILDING LIGHTING LAYOUT

EL103 ADMINISTRATION BUILDING LIGHTING LAYOUT

EL104 MAINTENANCE BUILDING LIGHTING LAYOUT

EL601 LIGHTING SCHEDULE

EP101 OVERALL POWER PLAN

EP102 STORAGE BUILDING POWER LAYOUT

EP103 ADMINISTRATION BUILDING POWER LAYOUT

EP104 MAINTENANCE BUILDING POWER LAYOUT

EP105 ADMINISTRATION BUILDING ENLARGED PLAN AND SECTION VIEW

EP106 ADMINISTRATION BUILDING ELECTRICAL SECTION VIEWS

EP107 ELECTRIC DETAILS

EP601 PANEL A SCHEDULE

EP602 PANEL A-1 SCHEDULE

EP603 PANEL A-2 SCHEDULE

EP604 PANEL B SCHEDULE

EP605 PANEL C SCHEDULE

EP606 PANEL C-1 SCHEDULE

T-101 SECURITY CONTROL - PLAN LAYOUT

T-102 SECURITY CONTROL - KEYLESS ENTRY DETAILS

T-103 INFORMATION TECHNOLOGY (IT) LAYOUT

T-104 INFORMATION TECHNOLOGY (IT)

T-105 INFORMATION TECHNOLOGY (IT)

T-106 INFORMATION TECHNOLOGY (IT)

T-107 DETAILS FOR 12RU SECONDARY ENCLOSURE

T-108 BONDING FOR COMMUNICATION

T-109 WALL-MOUNT CABINET SPECS

HD101 HAZMAT DEMOLITION PLAN

HD901 HAZMAT DEMOLITION PHOTOS, MAINT. STORAGE BUILDING

HD902 HAZMAT DEMOLITION PHOTOS, MAINT. ADMIN. BUILDING & YARD

ELECTRICAL / TELECOMMUNICATIONS

JD ENGINEERING

HAMILTON, MT 59840

CONTACT: SCOTT TURNER

SCOTT & JDENG.ORG

206-218-9980

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS (COLUMBARIUM WALLS). CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE

WORK TO BE DETERMINED BY THE CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH

WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE

STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE

REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT:

DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON

HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED COLUMBARIUM WALLS. ALL EFFORT

WILL BE MADE TO MAINTAIN DISTANCE FROM OCCUPIED COLUMBARIUM WALLS.

CODE OF CONDUCT

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY ATC DESIGN GROUP DATED

DECEMBER 1, 2021. THE GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5 CCS83 (2017.5 EPOCH) AS DETERMINED LOCALLY BY FIELD OBSERVED TIES TO CONTINUOUS OPERATING REFERENCE STATION (CORS) "BLSA" HAVING A CALIFORNIA COORDINATE VALUE OF 1ST ORDER

ACCURACY OR BETTER.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES

PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE

ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE

MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO

EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF

NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK

OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO

BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH SOD OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES

STAGING AREA AND LAYDOWN AREAS.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL

APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE

NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS,

SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR

COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY

AGENCY.

11. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE

AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE

EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

12. CONTRACTOR SHALL PREPARE AND SUBMIT A WELDING PLAN TO THE COR PRIOR TO PERFORMING

ANY FIELD WELDING SHOULD IT BE REQUIRED. FOLLOWING APPROVAL ALL WELDS SHALL BE

PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN.

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: juan.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

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

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

VCI

Project Management

Construction Management

Engineering

5/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

5/24/23

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COVER SHEET

FITZ TM

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

Los Angeles, CA

898CM3034

N/A Project Director

5/24/2023Revisions: Date: Sheet of 95

VCI Project Management Construction Management Engineering Juan Kays

Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 SF JV

G-101

SITE ACCESS, FENCING AND

STAGING PLAN

0 0 0

ON SAFETY

ZERO

DeSDrWmenW oI VeWerDns AIIDirs

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

4'-0" MIN.

3"

6"

9"

6"

3" 2" 3"

6"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTER

4'-0"

BRACING

3'-0"

VARIES

3'-0"

BLUE

BLUE

OUTLINE

WITH WHITE

INTERIOR

BLUE

WHITE

RED

RED

2"

2"

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

SCALE: NTS

SAFETY SIGND8

SCALE: NTS

PROJECT SIGNB6

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

PROJECT SIGN;

SEE DETAIL B6

THIS SHEET

SAFETY SIGN;

SEE DETAIL D8

THIS SHEETACCESS/HAUL

ROUTE

SEE

ENLARGEMENT

BELOW

ACCESS/HAUL ROUTE

EXISTING GROUNDS

CONTRACTOR YARD

TEMPORARY NCA

MAINTENANCE

AREA (130x270')

8' TALL CONSTRUCTION

PRIVACY FENCE PER

SPECIFICATIONS WITH

LOCKABLE 20' ACCESS GATE.

FENCING TO BE REMOVED AT

THE COMPLETION OF THE

PROJECT

APPROXIMATE LOCATION OF THE

EXISTING 1" DOMESTIC WATER LINE

24x60 OFFICE TRAILER

TEMPORARY MAINTENANCE YARD NOTES:

1. TEMPORARY MAINTENANCE YARD SHALL BE FULLY FUNCTIONAL PRIOR TO

CONSTRUCTION AT THE MAINTENANCE FACILITY.

2. CONTRACTOR SHALL RELOCATE THE EXISTING FURNITURE & TOOLS IN THE

MAINTENANCE COMPLEX TO THE TEMPORARY MAINTENANCE YARD.

2.1. CONTRACTOR SHALL MOVE THE TOOLS BACK TO THE COMPLETED

MAINTENANCE YARD AT THE COMPLETION OF THE PROJECT

2.2. CONTRACTOR SHALL DISPOSE OF THE EXISTING FURNITURE AT THE

COMPLETION OF THE PROJECT.

3. TEMPORARY MAINTENANCE YARD SHALL REMAIN UNTIL THE COMPLETE TURNOVER

OF THE MAINTENANCE FACILITY.

4. CONTRACTOR SHALL PROVIDE ONE 24' X 60' OFFICE TRAILER WITH TWO OFFICES

WITHIN THE TEMPORARY MAINTENANCE AREA AND ALL REQUIRED

APPURTENANCES.

4.1. OFFICE TRAILER HAVE A PRE-WIRED, DEDICATED ELECTRICAL PANEL.

4.1. TRAILER SHALL HAVE WINDOW AND DOOR SECURITY.

4.2. CONTRACTOR SHALL PROVIDE DATA TO THE TRAILER AT NO ADDITIONAL COST

TO THE GOVERNMENT.

4.2.1. EXISTING DATA IS LOCATED WITHIN THE IT ROOM AT THE RESTROOM/IT

BUILDING.

4.2.2. DATA FIBER SHALL BE ROUTED UNDERGROUND. ROUTING TO BE

APPROVED BY THE COR PRIOR TO INSTALLATION

4.2.3. FIBER SHALL BE 12SM FIBER OPTIC.

5. CONTRACTOR SHALL PROVIDE A WATER SPIGOT BETWEEN THE WORKSHOP

CONEXES.

6. CONTRACTOR SHALL PROVIDE TWO PORTACOOL JETSTREAM 250 (OR APPROVED

EQUAL) EVAPORATIVE COOLERS.

7. CONTRACTOR SHALL RELOCATE THE EXISTING HAZARDOUS MATERIALS STORAGE

LOCKER LOCATED AT THE EXISTING MAINTENANCE YARD. AT THE COMPLETION OF

THE PROJECT, THE CONTRACTOR SHALL MOVE THE LOCKER BACK TO THE

MAINTENANCE YARD.

8. CONTRACTOR SHALL PROVIDE ONE DOUBLE WALL DIESEL FUEL TANK WITH PUMP

AND DISPENSER WITH A HOLDING CAPACITY OF 500 GALLONS MINIMUM. THE

CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FUEL.

9. CONTRACTOR SHALL PROVIDE ONE 40' CONEX (END OPENING) FOR STORAGE, NO

LIGHTING OR POWER IS REQUIRED.

10. CONTRACTOR SHALL PROVIDE TWO 40' CONEXES (SIDE OPENING ) WITH

PRE-WIRED LIGHTING AND POWER TO BE USED AS TEMPORARY WORKSHOPS.

10.4. EACH CONEX SHALL BE OUTFITTED WITH A MINIMUM OF (4) FOUR LED LIGHTS

TO MEET THE MINIMUM LIGHTING REQUIREMENT OF 40 FT/CANDLE.

10.5. EACH CONEX SHALL HAVE A MINIMUM OF (6) SIX PRE WIRED DUPLEX OUTLETS.

10.6. EACH CONEX SHALL HAVE A DEDICATED 125 AMP, 3 CIRCUIT BREAKER PANEL.

ALL GROUNDING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 70, AND ALL

GOVERNING CODES AND STANDARDS.

11. CONTRACTOR SHALL PROVIDE ONE THREE STATION RESTROOM/SHOWER COMBO

TRAILER.

11.1. COMBO TRAILER SHALL HAVE A MINIMUM OF ONE SHOWER.

11.1. COMBO TRAILER HAVE A PRE-WIRED, DEDICATED ELECTRICAL PANEL.

11.2. CONTRACTOR SHALL PROVIDE FIVE LOCKERS INSIDE OF THE SHOWER ROOM.

11.3. A MINIMUM OF ONE RESTROOM SHALL BE ABA ACCESSIBLE.

11.4. HOT WATER SHALL BE INCORPORATED.

11.5. CONTRACTOR SHALL PROVIDE SEWAGE HOLDING TANK (S), AND IS

RESPONSIBLE FOR SCHEDULED CLEANOUTS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

11.6. CONTRACTOR SHALL CONNECT TRAILER TO THE EXISTING DOMESTIC

WATERLINE AVAILABLE ON-SITE.

12. CONTRACTOR SHALL PROVIDE A MAIN ELECTRICAL PANEL FOR THE TEMPORARY

MAINTENANCE YARD AT A RATE OF 250 AMPS. ALL GROUNDING SHALL BE PROVIDED

IN ACCORDANCE WITH NFPA 70, AND ALL GOVERNING CODES AND STANDARDS.

12.1. POWER SHALL BE PROVIDED FROM THE EXISTING SWBD-505.

12.2. POWER SHALL BE ROUTED UNDERGROUND.

40' STORAGE CONEX

(2) 40' WORKSHOP CONEX

W/ POWER & LIGHTS

DIESEL STORAGE TANK

HAZARDOUS MATERIALS LOCKER

EXISTING STORAGE CONEX

THREE STATION RESTROOM TRAILER

WITH SHOWER. (TWO TOILETS AND

ONE TOILET SHOWER COMBO)

CONTRACTOR

STAGING AREA

EXISTING FENCING

SWBD-505 LOCATION

DATA ACCESS LOCATION

UNDERGROUND DATA FIBER

FIBER SHALL BE INSTALLED

ADJACENT TO THE EXISTING

CURB UNDER THE ASPHALT

PAVING.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

05/24/2023

AMIENS AVENUE

SOISSONS AVENUE

370.360

IE

373.820

IE

378.900

TG B

379.020

TG

378.750

TG E

378.820

TG

379.580

TC B

379.420

INLET B

379.520

INLET E

X

X

X

X

X

X

X

X

CO

CO

387 388 389

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

Los Angeles, CA

898CM3034

N/A Project Director

5/24/2023Revisions: Date: Sheet of 95

VCI Project Management Construction Management Engineering Juan Kays

Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 SF JV

LIMITS OF DISTURBANCE

LEGEND AND SYMBOLS

EROSION CONTROL NOTES:

1. TEMPORARY EROSION CONTROL DEVICES SHOWN ON

THE GRADING PLAN WHICH INTERFERE WITH THE

WORK SHALL BE RELOCATED OR MODIFIED WITH

APPROVAL FROM THE COR AS THE WORK

PROGRESSES TO MEET "AS GRADED" CONDITIONS.

2. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED

FROM THE STREET AREAS UPON STARTING

OPERATIONS AND PERIODICALLY THEREAFTER AS

DIRECTED BY THE COR .

DUST CONTROL NOTES:

1. DUST SHALL BE CONTROLLED BY WATERING AND/OR

APPLYING A DUST PALLIATIVE.

2. WATER FOR DUST CONTROL SHALL BE APPLIED BY

MEANS OF PRESSURE TYPE DISTRIBUTORS OR PIPE

LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES

WITH NOZZLES THAT WILL ENSURE A UNIFORM

APPLICATION OF WATER.

3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES,

AT LEAST ONE MOBILE UNIT WITH A MINIMUM

CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR

APPLYING WATER.

4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE

SITE SHALL BE COVERED AND MOISTENED PRIOR TO

ENTERING PUBLIC STREETS.

SILT FENCING

INLET PROTECTION

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT AREA

KEYED NOTES

1. INLET PROTECTION, SEE DETAIL B2/ C-504

2. SILT FENCE OR FIBER ROLLS, SEE DETAIL D2/ C-504

3. CONSTRUCTION ENTRANCE, SEE DETAIL B9/C-504.

4. CONCRETE WASHOUT AREA, SEE DETAIL B5/C-504.

5. CONSTRUCTION FENCING WITH PRIVACY FABRIC.

CONSTRUCTION FENCING

0 10 20

1 INCH = 10 FEET

EROSION AND SEDIMENTATION

CONTROL PLAN

GC101

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

TM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

N/A

National Cemetery Administration

Design and Construction Service

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

Los Angeles, CA

898CM3034

N/A Project Director

5/24/2023Revisions: Date: Sheet of 95

VCI Project Management Construction Management Engineering Juan Kays

Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 SF JV

0 10 20

1 INCH = 10 FEET

VICINITY MAP

SITE

BASIS OF BEARINGS BENCHMARK

TOPOGRAPHIC SURVEY

V-101

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER