231030 LANC 898-034 MX Bid Docs 1 of 5.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

REPLACE STORAGE BUILDING

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 AMINISTRATION & 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

PhaseARCHITECT/ENGINEER OF RECORD A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMTERY

REPLACE STORAGE BUILDING

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 Director

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

REPLACE STORAGE BUILDING

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 0 0

ON SAFETY

ZERO

Department of Veterans Affairs

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'-6"

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 SEE

CONSTRUCTION SIGN

SECTION DETAIL C7/A-509

3'-0"

VARIES

3'-0"

BLUE

BLUE OUTLINE WITH WHITE

INTERIOR

BLUE

WHITE

RED

RED

2"

2"

PROVIDE (3) SETS OF REMOVABLE

NUMERALS PAINTED ON 1/8" TEMPERED

HARDBOARD

2"

1-3/4"

2"

WOOD STRIPS

BRACING

4" X 4" POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

VARIES;

AVERAGE 3'-0"

LEGEND AND SYMBOLS

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

CONSTRUCTION FENCE

ACCESS / HAUL ROUTE

PROJECT SIGN; SEE

DETAIL F8 THIS SHEET

SAFETY SIGN; SEE

DETAIL C8 THIS SHEET

CONSTRUCTION

FENCING WITH

LOCKABLE 20' ACCESS

GATE ACCESS/HAUL

ROUTE

ALTERNATIVE

CONSTRUCTION

STAGING AREA

MAIN CONSTRUCTION STAGING

AREA, SEE GRAVE SITE

EXPANSION PLAN SET FOR

ADDITIONAL DETAILS

SITE ACCESS, FENCING AND STAGING

PLAN

G-101

ALTERNATE CONSTRUCTION STAGING AREA NOTES:

1. CONTRACTOR SHALL PLACE CONSTRUCTION FENCING WITH

PRIVACY FABRIC AROUND THE ENTIRE PERIMETER OF THE

STAGING AREA.

2. CONTRACTOR SHALL PROVIDE A LOCKABLE ACCESS GATE.

3. CONTRACTOR SHALL PLACE SILT FENCING AROUND THE ENTIRE

PERIMETER OF THE STAGING AREA.

4. CONTRACTOR SHALL PLACE A CONSTRUCTION ENTRANCE AT

THE BACK ENTRANCE ONTO VERTRAN AVE SHOULD THE

ENTRANCE BE USED BY CONSTRUCTION TRAFFIC OF ANY TYPE.

SIGNAGE NOTES:

1. CONTRACTOR SHALL ONLY PLACE ONE PROJECT AND ONE

SAFETY SIGN AT THE ENTRANCE OF THE CEMETERY EAST OF

THE 405 SHOULD THE FCA DEFICIENCIES PROJECT BE AWARDED

AS A PART OF THIS CONTRACT.

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

REPLACE STORAGE BUILDING

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

EROSIOIN 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, 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

TM

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

REPLACE STORAGE BUILDING

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

370.360

IE

373.820

IE

378.900

TG B

379.150

TG

379.020

TG

378.750

TG E

378.820

TG

379.080

TG 5.2 DIP

379.580

TC B

379.420

INLET B

379.520

INLET E

8" DIA CYPRESS

24" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

18" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA EUCALYPTUS

36" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA PEPPER TREE

6" DIA EUCALYPTUS

8" DIA EUCALYPTUS

12" DIA SPINELESS YUCCA

12" MULTI TRUNK EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

36" DIA EUCALYPTUS

48" DIA EUCALYPTUS

12" MULTI TRUNK EUCALYPTUS

36" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

8" DIA CYPRESS 8" DIA CYPRESS

X

X

X

X

X

X

X

X

X

X

X

0 10 20

1 INCH = 10 FEET

1. SAW CUT AND REMOVE EXISTING ASPHALT PAVING.

2. REMOVE REINFORCED CONCRETE PAVING AND

MISCELLANEOUS FLATWORK.

3. REMOVE EXISTING GRAVEL PARKING AREA.

4. REMOVE EXISTING CONCRETE WASH BAY AND ALL

APPURTENANCES.

5. REMOVE FLAMMABLE STORAGE BUILDING.

6. REMOVE C.M.U. / STONE BUILDING.

7. DEMOLISH AND REMOVE EXISTING MAINTENANCE.

BUILDING AND ASSOCIATED FOUNDATIONS.

8. NOT USED

9. REMOVE C.M.U. STONE WALL.

10. REMOVE EXISTING RAILROAD TIE RETAINING WALL.

11. REMOVE EXISTING C.M.U. RETAINING WALLS.

12. REMOVE RAILROAD TIE PLANTER.

13. REMOVE BRUSH AND VEGETATION AS NEEDED FOR

EXCAVATION.

14. REMOVE EXISTING TREE, STUMP AND ASSOCIATED ROOT

MASS.

15. REMOVE EXISTING TREE. STUMP AND ROOT MASS TO

REMAIN, SEE GENERAL NOTES BELOW.

16. REMOVE EXISTING MOW CURB.

17. PRESERVE EXISTING STORAGE BUILDING PER

ARCHITECTURAL PLANS.

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

REPLACE STORAGE BUILDING

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

EXISTING STORAGE BUILDING

(SEE OTHER PLANS FOR

LIMITS OF DEMOLITION)

EXISTING MAINTENANCE BUILDING

(TO BE DEMOLISHED)

EXISTING VEHICLE

WASH AREA

(TO BE REMOVED)

AMIENS AVENUE

SOISSONS AVENUE

KEYED NOTES

DEMOLITION PLAN - SITE

CD101

GENERAL NOTES:

1. SEE ELECTRICAL, MECHANICAL, LANDSCAPE,

ARCHITECTURAL AND STRUCTURAL DEMOLITION PLANS

FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. CONTRACTOR SHALL PRESERVE AND PROTECT THE

EXISTING ENTRY GATE.

3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL

EXISTING LANDSCAPING AND IRRIGATION.

4. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH

IMPORTED SOIL AND SOD PER TURF RENOVATION SPECIES

TO THE SATISFACTION OF THE COR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. MANHOLE

EX. UTILITY BOX

EX. C.M.U. RETAINING WALL

GRAVEL PARKING REMOVAL

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

SAW CUT ASPHALT

ASPHALT REMOVAL

CONCRETE REMOVAL

X

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. GATE

7 7

15 15

COBBLE STONE WALL

DEMO COBBLE STONE WALL

PRESERVE AND PROTECT

LIMITS OF DISTURBANCE

TREE AND STUMP REMOVAL

TREE REMOVAL

START WALL

REMOVAL

END WALL

REMOVAL

TREE REMOVAL NOTES:

1. ALL TREE STUMPS TO REMAIN SHALL BE CUT NO HIGHER

THAN 1' ABOVE GRADE.

2. FOR TREE STUMPS TO REMAIN, CONTRACTOR SHALL

INSTALL *GROW MORE STUMP REMOVER (OR APPROVED

EQUAL) PER MANUFACTURERS PRINTED INSTRUCTIONS.

3. FOR TREE STUMPS TO BE REMOVED OUTSIDE OF THE

LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL REPAIR

ALL DISTURBED ARES TO MATCH THE ADJACENT

LANDSCAPING AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL REPAIR ALL DAMAGED VEGETATION

OUTSIDE OF THE LIMITS OF DISTURBANCE TO THE

SATISFACTION OF THE COR AT NO ADDITIONAL COST TO

THE GOVERNMENT.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

370.360

IE

373.820

IE

378.900

TG B

379.150

TG

379.020

TG

378.750

TG E

378.820

TG

379.080

TG 5.2 DIP

379.580

TC B

379.420

INLET B

379.520

INLET E

8" DIA CYPRESS

24" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

18" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA EUCALYPTUS

36" DIA EUCALYPTUS

12" DIA EUCALYPTUS

6" DIA PEPPER TREE

6" DIA EUCALYPTUS

8" DIA EUCALYPTUS

12" DIA SPINELESS YUCCA

12" MULTI TRUNK EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

36" DIA EUCALYPTUS

48" DIA EUCALYPTUS

12" MULTI TRUNK EUCALYPTUS

36" DIA EUCALYPTUS

24" DIA EUCALYPTUS

12" DIA EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

24" DIA EUCALYPTUS

36" DIA EUCALYPTUS

8" DIA CYPRESS 8" DIA CYPRESS

X

X

X

X

X

X

X

X

X

X

X

0 10 20

1 INCH = 10 FEET

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

REPLACE STORAGE BUILDING

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

DEMOLITION PLAN - UTILITIES

CD102

SOISSONS AVENUE

1. REMOVE EXISTING WATER LINE.

2. REMOVE EXISTING SANITARY SEWER.

3. REMOVE EXISTING HOSE BIB.

4. REMOVE EXISTING WATER VALVE.

5. REMOVE EXISTING CLEANOUT.

6. REMOVE EXISTING DRAINAGE INLET AND ASSOCIATED

PIPING.

7. REMOVE ALL DRAINAGE/SEWER LINES ASSOCIATED WITH

THE EXISTING WASH BAY.

8. REMOVE EXISTING WATER STORAGE TANK AND ALL

ASSOCIATED PIPING.

9. RELOCATE 500 GALLON FUEL TANK.

10. REMOVE EXISTING FUEL TANK AND ALL ASSOCIATED

APPURTENANCES.

KEYED NOTES

GENERAL NOTES:

1. SEE ELECTRICAL, MECHANICAL, LANDSCAPE,

ARCHITECTURAL AND STRUCTURAL DEMOLITION

PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

2. CONTRACTOR SHALL REMOVE THE EXISTING POTABLE

WATER DISTRIBUTION LINE FROM THE EXISTING

MAINTENANCE YARD, TO THE NEAREST VALVE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2.1. CONTRACTOR SHALL BID THE REMOVAL OF 125 L.F.

OF WATER DISTRIBUTION LINE.

2.2. CONTRACTOR SHALL FIELD VERIFY WATER LINE

CONNECTION POINT PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH

IMPORTED SOIL AND SOD PER TURF RENOVATION

SPECIES TO THE SATISFACTION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL

IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.

4. THE CONTRACTOR SHALL CONFIRM WITH CEMETERY

WHICH FUEL TANK IS TO BE REMOVED AND WHICH IS

TO BE RELOCATED.

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. MANHOLE

EX. UTILITY BOX

EX. C.M.U. RETAINING WALL

EX. CHAIN LINK FENCING

DEMO SEWER LINE

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. GATE

COBBLE STONE WALL

DEMO WATER LINE

RENOVATED BRICK STORAGE BUILDING DEMOLITION NOTES:

1. CONTRACTOR SHALL REMOVE ALL SANITARY SEWER

SERVICE LINES CONNECTED TO THE BUILDING UP TO THE

EXISTING FOUNDATION.

1.1. CONTRACTOR SHALL FILL WITH CONCRETE SLURRY

AND ABANDON IN PLACE ALL SANITARY SEWER

SERVICE LINES UNDERNEATH THE EXISTING

FOUNDATION.

2. CONTRACTOR SHALL REMOVE ALL WATER SERVICE LINES

CONNECTED TO THE BUILDING UP TO THE EXISTING

FOUNDATION.

2.1. CONTRACTOR SHALL ABANDON IN PLACE ALL WATER

SERVICE LINES UNDERNEATH THE EXISTING

FOUNDATION.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

6.00'

8.00'

10.00'

10.00'

24.00'

24.00'

50.00'

8.00'

12.00'

9.57'

9.75'

9.75'

.5

7'

.0

0'

8.

.8 1'

.7

4'

.8

1'

.1

7' 22.00'

20.05'

.0

0'

9.14'

9.

3.50'

2.48'

5.

5.50'

X

X

X

X

X

X

X

X

RENOVATED BRICK

STORAGE BUILDING

MAINTENANCE VEHICLE

PARKING

EMPLOYEE PARKING

VEHICLE WASH AREA

AMIENS AVENUE

SOISSONS AVENUE

CO

CO

10.00'TYP.

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

REPLACE STORAGE BUILDING

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

1. 4' WIDE VALLEY GUTTER, SEE DETAIL F2/C-501.

2. ROLLED TYPE CURB AND GUTTER, TRANSITION FROM

VALLEY TYPE TO SPILL TYPE OVER 1', SEE DETAIL

D2/C-501.

3. STANDARD CURB AND GUTTER, SEE DETAIL B5/C-501.

4. 5" WIDE, WHITE PARKING LOT STRIPING, SEE

SPECIFICATIONS.

5. DRAINAGE STRUCTURE, SEE SHEET C-103.

6. SANITARY SEWER STRUCTURE AND OR SEPERATOR,

SEE SHEET C-102.

7. LANDSCAPE CURB, SEE DETAIL F5/C-501.

8. C.M.U. RETAINING WALL, SEE SHEET S-301.

9. ASPHALT PAVEMENT, SEE DETAIL A2/C-501.

10. CONCRETE PAVEMENT, SEE DETAIL F8/C-501.

11. RAILROAD TIE RETAINING WALL, SEE DETAIL F8/C-504 &

GENERAL NOTES BELOW.

12. FUEL TANK PAD, SEE DETAIL F5/C-504 .

13. RELOCATED 500 GALLON ABOVE GROUND FUEL TANK.

14. REMOVABLE BOLLARD, SEE DETAIL D5/C-504 .

NEW ADMINISTRATION

BUILDING

NE

W

M

AI

NT

EN

AN

CE

BU

IL

DI

NG

NEW COVERED VEHICLE

STORAGE

0 10 20

1 INCH = 10 FEET

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

REPLACE STORAGE BUILDING

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

SITE PLAN

C-101

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL PLACE A NON-DOWELED

EXPANSION JOINT AROUND THE PERIMETER OF THE

CONCRETE PAVING.

2. CONTRACTOR SHALL PLACE A DOWELED EXPANSION

JOINT AROUND THE PERIMETER OF THE VALLEY

GUTTER.

3. CONTRACTOR SHALL PROVIDE A JOINTING PLAN FOR

APPROVAL BY THE COR 60 DAYS PRIOR TO THE

PLACEMENT OF CONCRETE.

4. CONTRACTOR SHALL FOLD NEW RAILROAD TIES INTO

THE EXISTING RAILROAD TIE RETAINING WALL.

5. CONTRACTOR SHALL MATCH EXISTING GRADES ALONG

AMIENS AVE.

6. CONTRACTOR SHALL TERMINATE LANDSCAPE CURB AT

ALL UTILITY BOXES.

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. MANHOLE

EX. UTILITY BOX

EX. C.M.U. RETAINING WALL

EX. CHAIN LINK FENCING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. GATE

ASPHALT PAVING

CONCRETE PAVING

.0

0'

5.00' TYP.

4.00'

TYP.

1.00'

TYP.

1.00'

TYP.

4.00'

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

X

X

X

X

X

X

X

CO

STA:3+64

STA:0+00

STA:1+00

ST

A:

2+

ST

A:

3+

STA:0+33

CO

STA:0+00

STA:1+00

ST

A:

2+

ST

A:

3+

ST

A:

3+

1.5 W

1.5 W

1.5 W

1.5 W

1.5 W

1.5 W

STRM DOG HOUSE

EX SSMH

STRM JB

SS AD #6 (TYPE 1)

SSMH #2

SSMH #1

320 GALLON INTERCEPTOR

SS CO #2

SS CO #1

STRM AD #5 (TYPE 1)

STRM GI #2 (TYPE 2)

STRM GI #3 (TYPE 1)

STRM AD #4 (TYPE 2)

1,500 GALLON INTERCEPTOR

STRM GI #1 (TYPE 1)

387 388 389

STA:0+49

STA:0+00

STRM AD #5 (TYPE 2)

0 10 20

1 INCH = 10 FEET

1. 1" WATER LINE.

2. 1.5" WATER LINE MANIFOLD.

3. 1" GATE VALVE, SEE DETAIL B6/ C-503.

4. WALL MOUNTED 34" HOSE BIB, F5/ C-503.

5. 4" SANITARY SEWER.

6. 6" SANITARY SEWER.

7. 8" SANITARY SEWER.

8. SANITARY SEWER CLEANOUT, SEE DETAIL D9/ C-503.

9. SANITARY SEWER MANHOLE, SEE DETAIL E9/ C-502.

10. 1,500 GALLON SAND-OIL INTERCEPTOR, SEE DETAIL E7/

C-202.

11. 8" PVC STORM DRAIN.

12. 12" PVC STORM DRAIN.

13. 18" PVC STORM DRAIN.

14. STORM DRAIN GRATED INLET, SEE DETAIL B2/ C-502.

15. STORM DRAIN AREA DRAIN WITH 4' CONCRETE COLLAR,

SEE DETAIL E2 & E5/ C-502.

16. STORM DRAIN JUNCTION BOX, SEE DETAIL B6/ C-502.

17. 4" PERFORATED PVC, SEE DETAIL B2/ C-503.

18. 320 GALLON SAND-OIL INTERCEPTOR, SEE DETAIL E7/

C-202.

19. WALL MOUNTED ELECTRIC PRESSURE WASHER, SEE

NOTES BELOW.

KEYED NOTES

GENERAL NOTES:

1. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING

SANITARY SEWER AND STORM DRAIN LINES ARE

APPROXIMATED BASED ON AVAILABLE RECORD DATA

AND FIELD OBSERVATIONS. PROPOSED SANITARY

SEWER LINE LOCATIONS AND INVERTS ARE BASED ON

THE AVAILABLE DATA. THE CONTRACTOR IS TO VERIFY

THE LOCATIONS OF ALL EXISTING UTILITIES, INCLUDING

SANITARY SEWER, AND IS TO NOTIFY THE ENGINEER

OF ANY DISCREPANCIES BETWEEN AVAILABLE DATA

AND AS-BUILT CONDITIONS.

2. CONTRACTOR SHALL BID AN ADDITIONAL 125 L.F. OF 1

2" WATER DISTRIBUTION LINE TO CONNECT TO THE

NEW 1 12" WATER MANIFOLD AS DESCRIBED IN THE

DEMOLITION PLANS.

2.1. THE INSTALLATION OF 125 L.F. OF WATER LINE

INCLUDES ALL NECESSARY CONSTRUCTION

ACTIVITIES AND MATERIALS REQUIRED FOR

INSTALLATION.

3. CONTRACTOR SHALL COORDINATE UTIILTY

CONNECTIONS TO BUILDINGS WITH MECHANICAL

PLANS.

EX CURB & GUTTER

CURB & GUTTER

STORM DRAIN CATCH BASIN /

AREA DRAIN PER PLAN

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

REPLACE STORAGE BUILDING

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

STORM DRAIN LINE

WATER LINE

6" SANITARY SEWER LINE

STORM DRAIN MANHOLE

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR

WATER VALVE

HOSE BIB

EX CURB INLET

EX TREE

UTILITY PLAN

C-102

STORM DRAINAGE RUN #1

STORM DRAINAGE RUN #2

SANITARY SEWER RUN #1

SANITARY SEWER RUN #2

NEW ADMINISTRATION

BUILDING

NE

W

M

AI

NT

EN

AN

CE

BU

IL

DI

NG

NEW COVERED VEHICLE

STORAGE

LEGEND AND SYMBOLS

OVERHEAD PARKING

8" SANITARY SEWER LINE

PRESSURE WASHER NOTES:

1. PRESSURE WASHER SHALL BE Mi-T-M, ELECTRIC, WALL

MOUNTED PRESSURE WASHER (CAW-3004-0ME1), OR

APPROVED EQUAL.

2. CONTRACTOR SHALL CONFIRM INSTALLATION

LOCATION WITH CEMETERY STAFF PRIOR TO

INSTALLATION.

3. UNIT SHALL HAVE, OR BE CAPABLE OF THE

FOLLOWING:

· WORKING PRESSURE - 3,000 PSI

· FLOW - 3.9 GPM

· HORESPOWER - 8.0

· REMOTE CONTROL BOX TO CONTROL ON/OFF

· AUTO START/STOP WHEN TRIGGER IS PULLED

· QUICK CONNECT LOW PRESSURE DETERGENT

INJECTOR

· THERMAL RELIEF VALVE

· TIME DELAY SUTDOWN

· 50-FOOT 38" HOSE

· 36-INCH ADJUSTABLE DUAL LANCE WITH INSULATED

TRIGGER GUN.

STORM DRAINAGE RUN #3

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

X

X

X

X

X

X

CO

CO

387 388 389

FG:382.21

FG:382.00

FG:382.45

FG:383.00

FG:383.00

FG:383.00

FG:383.00

FG:382.60

FG:382.40

FG:382.29

FG:382.07

FG:381.89

FG:381.06

FG:381.19

FG:380.85

FG:380.34

FG:380.07

FG:381.49

FG:381.56

FG:381.15

FG:381.20

FG:381.40

FG:381.08

FG:380.20

FG:380.61

FG:380.60

FG:380.61

FG:380.60

FG:380.40

FG:380.25

FG:380.25

FG:380.75

FG:380.75

FG:380.75 FG:380.89

FG:381.14

FG:380.62

FG:380.52

FG:380.41

FG:380.62

FG:380.62

FG:380.59FL:380.50

FG:380.88

FG:380.55

FG:380.10

FG:380.10

FG:380.60

FG:379.00

FG:379.00

FG:379.25

FG:379.25

FG:379.00

FG:379.00

FG:379.48

FG:379.48

FG:380.45

FG:380.15

FG:380.45

FG:380.50

FG:380.57

FG:380.57

FG:380.57

FG:380.60

FG:380.50

FG:380.07

FL:380.10

FL:379.81

FG:380.06

FG:380.06

FL:380.07

FG:380.03

FL:379.78

FG:380.03

FG:379.04

FG:379.15

FG:379.84

FG:379.53

FG:378.62

FG:378.62

FL:378.37

FG:378.32

FG:378.32

FL:378.32

FG:378.32

FG:378.32

FL:378.32

FG:378.59

FG:378.59

FL:378.34

TC:381.41

TC:381.38

TC:381.02

TC:MATCH EX

TC:MATCH EX

FG:385.50

FG:385.50

FG:383.22

FG:379.83

FG:379.15

FG:379.53

FG:379.04

FG:380.13

FG:380.13

TC:381.25TC:381.25

TC:381.29

TC:381.29

FG:380.50

FG:380.50

FG:380.53

FG:380.53

FG:382.00

FG:382.50

FG:382.50

TW:389.00

TW:387.00

TW:385.50

FG:379.80

0 10 20

1 INCH = 10 FEET

1. MATCH EXISTING ASPHALT PAVING AT SAWCUT LINE

2. APPROXIMATE LIMITS OF EXCAVATION FOR WALL

CONSTRUCTION AND PAD FILL, SEE GENERAL NOTES

BELOW.

3. MATCH EXISTING GRADE WITH CURB.

KEYED NOTES

GENERAL NOTES:

1. THE LIMITS OF DISTURBANCE ALONG THE HILLSIDE IS

SHOWN AS A CONVENIENCE TO THE CONTRACTOR.

ACTUAL LIMITS WILL DEPEND ON MEANS AND

METHODS UTILIZED BY THE CONTRACTOR FOR

EXCAVATION. CONTRACTOR IS TO APPLY

APPROPRIATE MEASURES TO LIMIT EXCAVATION SO AS

NOT TO DISTURB EXISTING BURIALS. AREAS OF

EXCAVATION AND FILL ARE TO BE PROPERLY

BACKFILLED, COMPACTED, AND LANDSCAPED PER THE

LANDSCAPE PLANS.

LEGEND AND SYMBOLS

EX CURB & GUTTER

CURB & GUTTER

CONTOUR MINOR

CONTOUR MAJOR370

STORM WATER CATCH BASIN

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

REPLACE STORAGE BUILDING

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

FINISHED GRADE

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR

EX CURB INLET

EX TREE

GRADING PLAN

C-103

NEW ADMINISTRATION BUILDING

FINISHED FLOOR = 380.60

TOP OF FOOTER = 378.60

NE

W

M

AI

NT

EN

AN

CE

B

UI

LD

IN

G

FI

NI

SH

ED

F

LO

OR

0.

(G

RA

DE

A

T 0.

5% T

OW

AR

D

FL

OOR

DR

AI

NS

TO

P

OF

FO

OTE

R

8.

NEW COVERED VEHICLE STORAGE

FINISHED FLOOR = VARIES

TOP OF FOOTER = 378.62

FG:100.00

TOP OF CURBTC:100.00

FLOW LINEFL:100.00

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

X

X

X

X

X

X

RENOVATED BRICK

STORAGE BUILDING

EMPLOYEE PARKING

VEHICLE WASH AREA

AMIENS AVENUE

SOISSONS AVENUE

CO

CO

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

REPLACE STORAGE BUILDING

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

1. EXPANSION JOINT, SEE DETAIL C8/C-501.

2. CONTRACTION JOINT, SEE DETAIL C5/C-501.

0 10 20

1 INCH = 10 FEET

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

REPLACE STORAGE BUILDING

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

JOINTING PLAN

C-104

KEYED NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL PLACE A NON-DOWELED

EXPANSION JOINT AROUND THE PERIMETER OF THE

CONCRETE PAVING.

2. CONTRACTOR SHALL PLACE A DOWELED EXPANSION

JOINT AROUND THE PERIMETER OF THE VALLEY

GUTTER.

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. MANHOLE

EX. UTILITY BOX

EX. C.M.U. RETAINING WALL

EX. CHAIN LINK FENCING

*SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

EX. GATE

NEW ADMINISTRATION BUILDING

NE

W

M

AI

NT

EN

AN

CE

B

UI

LD

IN

G

NEW COVERED VEHICLE STORAGE

EXPANSION JOINT

CONTROL JOINT

2 TYP.

2 TYP.

2 TYP.

1 TYP.

1 TYP.

TYP.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

05/24/2023

1 TYP.

1 TYP.

STORM DRAINAGE RUN 1 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00 1+00 2+00 3+00

154 LF 15" PVC @ 0.25%

27 LF 15" PVC @ 0.25%

75 LF 15" PVC @ 0.25%

59 LF 12" PVC @ 0.25%

49 LF 8" PVC @ 1.00%

STORM DRAINAGE RUN 2 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

33 LF 8" PVC @ 1.00%

6" PVC

D

EP

TH

=1

.9 1'

STORM DRAINAGE RUN 3 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00

49 LF 8" PVC @ 1.00%

0 10 20

1 INCH = 10 FEET

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

REPLACE STORAGE BUILDING

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

STORM DRAINAGE PROFILES

C-201

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

SANITARY SEWER RUN #1 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

0+00 1+00 2+00 3+00

SANITARY SEWER RUN #2 PROFILE

VERT. SCALE: 1"=1'

HORIZ SCALE: 1"=10'

73 LF 6" PVC @ 1.25%

46 LF 6" PVC @ 1.25%

19 LF 8" PVC @ 0.75%141 LF 8" PVC @ 0.75%

43 LF 6" PVC @ 2.12%

0+00

12 LF 4" PVC @ 16.70%

9 LF 4" PVC @ 5.88%

8" PVC

D

EP

TH

1.

0 10 20

1 INCH = 10 FEET

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

REPLACE STORAGE BUILDING

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

SANITARY SEWER PROFILES

C-202

GENERAL NOTES:

1. CONTRACTOR SHALL

SCARIFY AND

COMPACT 12" OF

SUBGRADE PER

SPECIFICATION 31 20

00.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

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

REPLACE STORAGE BUILDING

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

DETAILS - SITE

C-501

FL

O

W L

IN

E

SCALE: NTS

ROADWAY CROSS SECTIONA2

12" 12"

4"

10" R 10"

14"

1/4" R 1/4" R

24"

5"

LANDSCAPE/PAVEMENT

PER PLAN

SCALE: NTS

MOUNTABLE CURB AND GUTTERD2

EXPANSION JOINT FILLER

WITH SEALANT

GENERAL NOTES:

1. JOINT SHALL BE SAW CUT TO MATCH

EXISTING.

2. MAXIMUM JOINT SPACING SHALL BE 10' O.C.

3. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

SCALE: NTS

CONTRACTION JOINT (TYP.)C5

SCALE: NTS

EXPANSION JOINT (TYP.)C8

CONTINUOUS

REBAR BOTH

WAYS TYP.

PAINT AND GREASE

END OF DOWELS

SMOOTH DOWEL 58" DIA.

@ 18" O.C. 5" 5"

JOINT

GENERAL NOTES:

1. INSTALL MASON SAND ON TOP OF SEALANT

BEFORE SEALANT CURES.

2. ALL EXPANSION JOINTS ARE TO HAVE A 1/4"

TOOLED RADIUS.

SEALANT IS TO BE ROUNDED AS SHOWN

CONCRETE

PAVEMENT

SCALE: NTS

CURB AND GUTTERB5

2.0%

48"

1/4" R1/4" R

10"

5"

LANDSCAPE/PAVEMENT

PER PLAN

SCALE: NTS

VALLEY GUTTERF2

GENERAL NOTES:

1. 3 ROWS OF #4 BARS, CENTERED

AS SHOWN.

2. CONTROL JOINTS CONSISTING

OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

3. EXPANSION JOINTS SHALL BE

PLACED AT 50' INTERVALS.

4. SLOPED PER ELEVATIONS

SHOWN ON GRADING PLAN.

1.5 : 12 1.5 : 12

1/4" R

CONCRETE PER

SPECIFICATION 32 05 23

CONCRETE PER

SPECIFICATION 32 05 23

SCALE: NTS

CONSTRUCTION JOINT (TYP.)B8

PAINT AND GREASE

END OF DOWELS

SMOOTH

DOWEL 58" DIA.

5" 5"

GENERAL NOTES:

1. ALL CONSTRUCTION

JOINTS ARE TO HAVE A

1/4" TOOLED RADIUS.

1/4" R

12" SCARIFY AND COMPACT

SUBGRADE PER

SPECIFICATIONS

2" SURFACE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

10" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

2" BASE COURSE COMPACTED

ASPHALT CONCRETE PER

SPECIFICATIONS

TACK COAT

BETWEEN LIFTS

PRIME COAT

MATCH EX.

MATCH EX.

MATCH EX.

10"

COMPACTED

SUBGRADE PER

SPECIFICATIONS

LANDSCAPING

SEE PLANS

MATCH EX

1/4" R

4" COMPACTED

AGGREGATE BASE

PER SPECIFICATIONS

CONCRETE PER

SPECIFICATION 32 05 23

GENERAL NOTES:

1. TWO ROWS OF #4 BARS

CENTERED AS SHOWN.

2. EXPANSION JOINTS SHALL BE

PLACED AT ALL LOCATIONS

WHERE NEW MEETS EXISTING

W/ TWO DOWELS.

1/4" RADIUS AT

EDGES

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

5"

5"

4"

SCALE: NTS

CONCRETE PAVEMENTF8

#4 REBAR @ 12" O.C. EACH WAY

AND MUST BE SUPPORTED ON

REINFORCEMENT BAR CHAIRS

WHEN INSTALLED

12" SCARIFY AND COMPACT SUBGRADE PER

SPECIFICATIONS

5" COMPACTED AGGREGATE BASE

PER SPECIFICATIONS

10"

10"X10" THICKENED EDGE W/

(2) #4 BAR CONTINUOUS SEE

GENERAL NOTES.

10"

#4 @ 12" O.C. TO MATCH SLAB

REINFORCEMENT

GENERAL NOTES:

1. TWO ROWS OF #4 BARS

CENTERED AS SHOWN.

2. EXPANSION JOINTS SHALL BE

PLACED AT ALL LOCATIONS

WHERE NEW MEETS EXISTING

W/ TWO DOWELS.

SCALE: NTS

LANDSCAPE CURBF5

GENERAL NOTES:

1. A THICKENED EDGE SHALL BE

PLACED IN THE FOLLOWING

LOCATIONS ONLY:

1.1. ALONG THE PERIMETER OF

THE VALLEY GUTTER.

1.2. AT THE ENTRANCE TO THE

MAINTENANCE FACILITY

ADJOINING THE ASPHALT

PAVING.

12"

6"

FINISHED GRADE (CEMETERY)

TOP OF CURB, MEDIUM

BROOM FINISH

2 ROWS OF CONTINUOUS #4 REBAR

4 " RADIUS TYP.

GENERAL NOTES:

1. EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS O.C.

2. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE

PLACED AT 10' INTERVALS O.C.

3. EXPANSION JOINT WITH 2 DOWELS SHALL BE PLACED AT ALL

LOCATIONS WHERE NEW WORK MEETS EXISTING.

COMPACTED

SUBGRADE PER

SPECIFICATIONS

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

05/24/2023

CONCRETE PAVING PER SPECIFICATION 32 05

23. MEDIUM BROOM FINISH.

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

REPLACE STORAGE BUILDING

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

DETAILS - UTILITIES

C-502

NTS

GRATED INLETB2

NTS

PRECAST CONCRETE SANITARY SEWER MANHOLEE9

NTS

AREA DRAIN (TYPE 1)E2

CONCRETE COLLAR

REINFORCED WITH #4

HOOPS AND #3 CLOSED

TIES SPACED @ 6" O.CO

FINISHED GRADE

GROUT

PRE CAST BASE SLAB WITH #4

BARS AT 12" O.C. EACH WAY.

6" MIN

CONCRETE FILL

5" PRECAST

CONCRETE WALL

PER PLAN

10" 6"

VARIES

GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

2. PRECAST STRUCTURE WALLS TO HAVE

#4 BARS AT 8" O.C. EACH WAY.

3. STEPS SHALL BE PLACED DIRECTLY

OVER THE OUTLET OF THE STRUCTURE.

4. STEEL STEPS SHALL BE INSTALLED IN

STRUCTURES THAT EXCEED 36" IN

DEPTH AND SHALL CONFORM TO CITY

OF LOS ANGELES STANDARD PLAN

S-348-1.

5. STEPS SHALL BE CAST IN PLACE AT THE

TIME OF FABRICATION WITH 15"

MAXIMUM SPACING BETWEEN STEPS.

PROVIDE KEYWAY

GENERAL NOTES:

1. CONTRACTOR SHALL CONSTRUCT

MANHOLE PER LOS ANGELES COUNTY

DEPARTMENT OF PUBLIC WORKS

STANDARD DETAIL 2003-2, OR MOST

CURRENT PUBLICATION.

2. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

12" MIN WIDTH

8" MIN

OUTLET ADAPTERS

SEE PLANS

GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

NYLOPLAST INLINE DRAIN,

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

12" MINIMUM

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" MIN WIDTH

8"

6"

12" MIN

SEE PLANS

OUTLET ADAPTER GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

COMPACT 12" OF SUBGRADE PER

SPECIFICATION 31 20 00.

2. CONTRACTOR SHALL BACKFILL WITH

DRAINAGE ROCK WRAPPED IN FILTER

FABRIC TO 12" ABOVE THE UPPER MOST

PIPE.

3. CONTRACTOR SHALL DRILL 12" DIAMETER

HOLES SPACED AT 9" O.C. IN A

CYLINDRICAL PATTERN FROM THE

BOTTOM OF THE STRUCTURE TO 6"

ABOVE THE UPPER MOST PIPE.

18" MINIMUM

NTS

AREA DRAIN (TYPE 2)E5

24" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

18" INTEGRATED DUCTILE IRON FRAME

AND GRATE TO MATCH BASIN O.D.

NYLOPLAST DRAIN BASIN

MEETS H-20 TRAFFIC RATING.

*OR APPROVED EQUAL

SCALE: NTS

STORM DRAIN JUNCTION BOXB6

MANHOLE FRAME AND COVER PER

APWA STANDARD PLAN 210.

CONTRACTOR TO MATCH EXISTING

JUNCTION BOXES.

FINISHED GRADE

GROUT5" PRECAST

CONCRETE WALL

PER PLAN

18" ECCENTRIC

COLLAR

GRADE RINGS AS REQUIRED

48"

DIA.

GENERAL NOTES:

1. CONTRACTOR SHALL SCARIFY AND

RECOMPACT 12" OF SUBGRADE

PER SPECIFICATION 31 20 00.

2. PRECAST STRUCTURE SHALL HAVE

#4 BARS 8" O.C. EACH WAY.

3. THE TOP OF THE MANHOLE AND

THE STEPS SHALL BE PLACED

DIRECTLY OVER THE OUTLET OF

THE STRUCTURE.

4. STEEL STEPS SHALL BE INSTALLED

IN STRUCTURES THAT EXCEED 36"

IN DEPTH AND SHALL CONFORM TO

STANDARD PLAN S-348.

5. STEPS SHALL BE CAST IN PLACE

AT THE TIME OF FABRICATION

WITH 15" MAXIMUM SPACING

BETWEEN STEPS.

STEPS

1/2" WASHED DRAINAGE

ROCK WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

PRE CAST BASE SLAB WITH #4

BARS AT 12" O.C. EACH WAY.

6" MIN

CONCRETE FILL

PROVIDE KEYWAY

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

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

REPLACE STORAGE BUILDING

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

DETAILS - UTILITIES

C-503

SCALE: NTS

SEWER LATERAL CONNECTIONB4

WYE BRANCH

WYE BRANCH

8 BEND 4" LATERAL TO

BUILDING

SANITARY SEWER MAIN

SANITARY SEWER MAIN

4" LATERAL TO

BUILDING

8 BEND

PLANELEVATION

NTS

STANDARD UTILITY TRENCHF2

6"

MIN.

6"

MIN.

4" MIN.

4" MIN.

GENERAL NOTES:

1. EXCAVATE FOR BELLS OR

HUBS SO FULL LOAD IS

CARRIED BY PIPE BARRELS.

SHAPE TO FIT BELL AND HUB,

AND THOROUGHLY COMPACT

UNDER PIPE. SEE NOTE 1.

COMPACTED BEDDING PER

SPECIFICATION 31 20 00

ENGINEERED FILL PER

SPECIFICATION 31 20 00

FINISHED GRADE OR PAVEMENT

VARIES.

WARNING TAPE PER SPECIFICATION

33 10 00 & 33 40 00

STRUCTURE FOOTING

PER STRUCTURAL DRAWINGS,

SHOWN FOR COORDINATION

PURPOSES ONLY.

1/2" WASHED DRAINAGE

ROCK WRAPPED IN 8 OZ NON

WOVEN FILTER FABRIC.

1'

4"Ø PERFORATED PVC PIPE.

VARIES

SCALE: NTS

FOUNDATION DRAINB2

12"

GENERAL NOTES:

1.…