250508 Los Angeles CA 898-034 Maintenance Plans 2 of 10.pdf

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

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

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

COBBLESTONE WALL

DEMO COBBLESTONE 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 MANUFACTURER'S PRINTED INSTRUCTIONS.

3. FOR TREE STUMPS TO BE REMOVED OUTSIDE OF THE

LIMITS OF DISTURBANCE, THE CONTRACTOR SHALL REPAIR

ALL DISTURBED AREAS 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

RENG INEER

05/24/2023

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

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

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 AND 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

COBBLESTONE 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

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

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 SEPARATOR,

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

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

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.

4.1. RAILROAD TIES SHALL HAVE AN OIL-BASED

CREOSOTE TREATMENT.

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

1.5 INCH WATER DISTRIBUTION LINE TO CONNECT TO

THE NEW 1.5 INCH 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

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

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

ARE 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

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

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

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

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

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

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

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

STORM DRAINAGE PROFILES

C-201

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE