898-032C LANC Bid Doc Plans 013122.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

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GI-001

COVER SHEET PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

Department of Veterans Affairs

950 S Sepulveda Blvd Los Angeles, CA 90049

PROJECT # 898--032C

NATIONAL CEMETERY ADMINISTRATION

LOS ANGELES NATIONAL CEMETERY

Phase 1C Development

BID SET

COLUMBARIUM (BLDG. 4601) CLOISTER (BLDG. 4602) COLUMBARIUM RESTROOM (BLDG. 1501) ROSTRUM (BLDG. HA-2)

Revisions: Date:

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

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GI-002

SHEET INDEX PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

4 - ARCHITECTURAL

AD-100 DEMOLITION PLANS

AS-100 SITE PLAN

AS-101 COLUMBARIUM BLDG 4601 FLOOR PLAN

AS-102 COLUMBARIUM BLDG 4601 REFLECTED CEILING PLAN

AS-103 COLUMBARIUM BLDG 4601 ROOF PLAN

AS-104 COLUMBARIUM BLDG 4601 FLOOR FINISH PLAN

AS-105 COLUMBARIUM BLDG 4601 ELEVATIONS

AS-106 COLUMBARIUM BLDG 4601 SECTIONS

AS-107 CLOISTER BLDG 4602 FLOOR PLAN

AS-108 CLOISTER BLDG 4602 SECTIONS AND ELEVATIONS

AS-109 COLUMBARIUM RESTROOM BLDG 1501 FLOOR PLAN

AS-110 COLUMBARIUM RESTROOM BLDG 1501 ELEVATIONS

AS-111 ROSTRUM BLDG HA-2 FLOOR PLAN

AS-112 ROSTRUM BLDG HA-2 SECTIONS AND ELEVATIONS

AS-200 DETAILS

AS-300 DOOR/WINDOW/FINISH SCHEDULES

AS-510 CONCRETE DETAILS

AS-511 BRICK MASONRY DETAILS

AS-512 CLAY ROOF TILE DETAILS

AS-513 WINDOW AND DOOR DETAILS

AS-514 STUCCO AND PLASTER DETAILS

AS-600 REPAIR QUANTITIES

3 - STRUCTURAL

SS-500 STRUCTURAL DETAILS

2 - CIVIL

C-100 CIVIL SITE PLAN

C-500 CIVIL DEMO PLAN

CD-100 NEW GRADING PLAN

CG-101 NEW UTILITES PLAN

CU-101 UTILITY DETAILS

1 - GENERAL

GI-001 COVER SHEET

GI-002 SHEET INDEX

GI-003 GENERAL NOTES

GI-004 ALTERNATES

INDEX OF DRAWINGS

BID SET

INTERSTATE 405 SAN DIEGO FREEWAY

SEPULVEDA AVENUE

W

IL

SH

IR

E B O

U

LE

V A R

D

VETERAN AVENUE

1. UNLESS NOTED AS EXISTING, ALL MATERIALS, EQUIPMENT,

MANUFACTURED ITEMS AND ASSEMBLIES INCORPORATED INTO THE

WORK SHALL BE NEW.

2. UNLESS NOTED TO BE REMOVED AND DISPOSED, ALL EXISTING ITEMS

ARE TO REMAIN. THEY SHALL BE PROTECTED FROM DAMAGE DUE TO

CONSTRUCTION ACTIVITIES. ANY EXISTING ITEMS TO REMAIN THAT

BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE

REPAIRED OR REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST

TO THE OWNER.

3. NOTATIONS FOR ITEMS OF WORK APPLY TO EACH AND EVERY

GRAPHICAL INDICATION SHOWN ON THE DRAWINGS, WHETHER OR NOT

NOTED.

4. ALL ITEMS NOTED TO HAVE PAINT FINISH SHALL BE THOROUGHLY

CLEANED AND PROPERLY PREPARED IN ACCORDANCE WITH THE

SPECIFICATIONS PRIOR TO THE APPLICATION OF PRIMER AND PAINT.

5. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE

MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND SATISFY THE

REQUIREMENTS FOR SUPPORT, FLOOR, WALL AND ROOF OPENINGS,

FLASHINGS AND CURBS ETC. THE ARCHITECT SHALL BE NOTIFIED OF

CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

6. CONTRACTOR TO REPLACE & ACCURATELY LOCATE ALL EXISTING

SIGNAGE AND LABELS NOTING RATED WALL ASSEMBLIES AND SMOKE

PARTITIONS

7. THE GENERAL CONTRACTOR SHALL VISIT THE SITE, VERIFY FIELD

CONDITIONS AND CAREFULLY COMPARE SUCH FIELD CONDITIONS AND

OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH CONTRACT

DOCUMENTS.

8. THE GENERAL CONTRACTOR SHALL REPORT ANY UNFORESEEN FIELD

CONDITIONS, ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED

AT ANY TIME DURING THE WORK, UPON SUCH DISCOVERY, THE

CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACT OFFICER

FOR CLARIFICATION BEFORE PROCEEDING OR CONTINUING WITH THAT

PORTION OF THE WORK OR ANY PORTION RELATED THERE TO.

9. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND

STANDARDS INCLUDING THE INTERNATIONAL BUILDING CODE 2015

EDITION, VA MASTER SPECIFICATIONS, AND NFPA 101 2015 EDITION.

10. THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACT OFFICER,

CONTRACTING OFFICER'S REPRESENTATIVE, AND ARCHITECT OF ANY

DISCREPANCIES BETWEEN THE DRAWINGS, NOTES AND ACTUAL FIELD

CONDITIONS BEFORE BIDDING AND COMMENCING ANY WORK, AND

REQUEST CLARIFICATION IN WRITING.

11. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL

ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN

ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND

EXTENT OF THE CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO

THE CONTRACT OFFICER.

12. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL

COMPONENTS USING MANUFACTURER'S OR INDUSTRY STANDARDS.

WHERE STANDARDS DO NOT EXIST, NOTIFY THE COR FOR

CLARIFICATION.

13. CONTRACTOR SHALL NOT BARRICADE / BARRIER EMERGENCY EGRESS

TO OR FROM THIS AREA. CONTRACTOR SHALL MAINTAIN EXIT TO

EXTERIOR DURING THE WORK PROCESS.

14. PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE C.O.R. SECURE

ACCESS POINT AS SPECIFIED AND DIRECTED BY THE COR PROJECT

ENGINEER. PROVIDE WALK-OFF MATS TO MEET FACILITY INFECTION

CONTROL GUIDELINES AT EACH ACCESS POINT.

15. CONTRACTOR TO NOTIFY VA 2 WEEKS IN ADVANCE PRIOR TO ANY

MAJOR UTILITY DISRUPTIONS OR OUTAGES. MAJOR OUTAGES

INVOLVING EMERGENCY AND CRITICAL BRANCH, SHALL BE

COORDINATED NOT LESS THAN 21 CALENDAR DAYS.

16. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE

CONTRACT DOCUMENTS, THE BETTER QUALITY, MORE STRINGENT

REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY

THE GOVERNMENT, SHALL BE PROVIDED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

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GI-003

GENERAL NOTES PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE

CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE

IDENTIFIED BY THE REFERENCE WHICH IS

INCORPORATED INTO THE SHEET TITLE.

EACH DRAWING IS NUMBERED ACCORDING TO ITS

LOCATION ON THE SHEET. THE DRAWING TITLE

APPEARS ABOVE THE DEMARCATION LINE AND, APPROPRIATE THE

SCALE IS LOCATED BELOW THE DEMARCATION LINE IN THE LOWER

LEFT-HAND QUADRANT OF THE KEY. THE DRAWING CAN BE

REFERENCED BACK TO IT'S ORIGINAL SHEET AND

DRAWING BY THE DRAWING REFERENCE LOCATION IN

THE LOWER RIGHT-HAND QUADRANT.

SHEET NUMBER

DRAWING NUMBER ON SHEET BY LOCATION

REFERENCE

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT THE

"APPROXIMATE LOCATION SHOWN." DO NOT SCALE DRAWINGS FOR

DIMENSIONAL INFORMATION

1.

ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN TO EXACT SCALE.

ALL DIMENSIONS REQUESTED ARE SHOWN (OR MAY BE DERIVED FROM THOSE

SHOWN OR NOTED) ON THE FLOOR PLANS. DETAIL PLANS, ELEVATIONS,

SECTIONS, SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS. SEE

THE NOTES BELOW AND SYMBOLS FOR DIMENSIONING CONVENTIONS USED

ON THIS PROJECT.

2.

EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY, ALL DIMENSIONS

SHOWN ON THE ARCHITECTURAL DRAWINGS CONFORM TO THE FOLLOWING

CONVENTIONS.

3.

DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL ARE MEASURED TO:

ꞏ CENTERLINE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT PARTITIONS FRAMED WITH METAL STUDS. REFER TO

"PARTITION SCHEDULE" TO DETERMINE THICKNESS OF EACH

PARTITION TYPE.

ꞏ CENTERLINE OF DOOR, WINDOW, OR LOUVER OPENING.

ꞏ CENTERLINE OF OTHER FEATURES AS INDICATED.

A.

DIMENSIONS UTILIZING THE "FACE OF" SYMBOL ARE MEASURED TO:

ꞏ FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH WALL)

AS DEFINED BY THE PARTITION SCHEDULE. UNLESS NOTED AS A

"FACE OF FINISH" OR "CLEAR" DIMENSION (SEE NOTE "E" BELOW),

DIMENSIONS ARE NOT MEASURED TO THE FACE OF APPLIED FINISH.

REFER TO THE "PARTITION SCHEDULE" TO DETERMINE THE

THICKNESS OF EACH PARTITION TYPE.

B.

WHERE "EQUAL" DIMENSIONS ARE USED ON REFLECTED CEILING PLANS TO

LOCATE CEILING GRID WORK POINTS, MEASURE DIMENSIONS TO:

ꞏ EDGE OF THE INDICATED CEILING AT THE FACE OF THE ADJACENT

APPLIED FINISH MEASURED AT THE PLANE OF THE CEILING.

ꞏ CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED FINISHES -

THICKNESS OF WHICH MAY VARY BETWEEN FLOOR AND CEILING AND

IS NOT ACCOUNTED FOR (EXCEPT AS INDICATED BY "FOF" OR

"CLEAR") BY THE DIMENSION SHOWN ON THE FLOOR PLANS - THE

CONTRACTOR MUST ADJUST AS NECESSARY, THE FLOOR PLAN

DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS FOUND AT PLANE

OF THE CEILING.

C.

WHERE WALLS AND/OR PARTITIONS OF UNEQUAL THICKNESS ABUT,

ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED.

4.

ALIGN

DIMENSION, WHEN OCCURS

WHERE OPENINGS IN WALLS (SUCH AS INTERIOR WINDOWS OR DOORS) ARE

NOT DIMENSIONED BUT SHOWN AS BEING IN THE CENTER OF A GIVEN WALL

SURFACE, LOCATE OPENINGS AS GRAPHICALLY REPRESENTED.

5.

DISCIPLINE REFERENCES

DRAWING NUMBERING

DRAWING REFERENCE

GENERAL NOTES

REF. 1/1-A1

BUILDING SECTION

RE: 1/AS-126

SHEET NUMBER

DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS

A

COLUMN GRID

NORTH ARROW

REVISION NUMBER AND EXTENT

KEYED NOTE MARK

-SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET WHERE

REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH SHEET

EXTENT OF CURRENT REVISION

1-A26

1-A26

CL

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

GI GENERAL INFORMATION

A ARCHITECTURAL

C CIVIL

AS-100

DISCIPLINE SHEET NUMBER

CONSTRUCTION LIMITS

N

EXISTING TO REMAIN

CONCRETE

MASONRY

BUILDING INTERIOR

MATERIAL GRAPHICS

GYP BD

WOOD

EARTH

CLAY TILE

DESIGN MANUALS:

- PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

- PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

- PG-18-5 EQUIPMENT LIST GUIDES

- PG-18-8 SEISMIC DESIGN HANDBOOK

- PG-18-10 DESIGN MANUALS

- VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL FACILITIES

- VA DESIGN GUIDELINES FOR ELEVATORS

- VA ARCHITECTURAL DESIGN MANUAL

- VA MECHANICAL DESIGN MANUAL

- VA ELECTRICAL DESIGN MANUAL

- VA PLUMBING DESIGN MANUAL

- VA FIRE PROTECTION DESIGN MANUAL

APPLICABLE CODES AND REGULATIONS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES AND STANDARDS.

IN ADDITION TO ALL DEPARTMENT OF VETERANS AFFAIRS, LOCAL, AND STATE CODES, ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF CALIFORNIA AND THE DEPARTMENT OF VETERANS AFFAIRS GUIDELINES, ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARD FOR FEDERAL FACILITIES.

APPLICABLE CODES AND STANDARDS (LATEST EDITIONS) INCLUDE:

- ABA ACCESSIBILITY STANDARDS

- NFPA 101, "LIFE SAFETY CODE"

- NFPA 10, "PORTABLE FIRE EXTINGUISHERS"

- NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS"

- NFPA 70, "NATIONAL ELECTRICAL CODE (NEC)"

- NFPA 72, "NATIONAL FIRE ALARM CODE"

- NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS"

- NFPA 99, "INSTALLATION FOR HEALTH CARE FACILITIES"

- NFPA 220, "TYPES OF BUILDING CONSTRUCTION"

- NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS"

- INTERNATIONAL BUILDING CODE (IBC)

- INTERNATIONAL MECHANICAL CODE (IMC)

- INTERNATIONAL PLUMBING CODE (IPC)

- INTERNATIONAL ENERGY CONSERVATION CODE

OVERALL SITE PLAN

PROJECT SUMMARY

N

S STRUCTURAL

BID SET

LOCATION MAP KEY PLAN - 1/32" = 1'-0"

PHASE 1C

DEVELOPMENT

N

BRICK

CLOISTER BLDG 4602

COLUMBARIUM BLDG 4601

COLUMBARIUM RESTROOM BLDG 1501

ROSTRUM BLDG HA-2

ALTERNATE A

BRICK PAVERS

ALTERNATE B

TEMPORARY REUSABLE ADA RAMP

ALTERNATE A

STUCCO REPAIRS

ALTERNATE A

PERGOLA REPLACEMENT

ALTERNATES

A. BRICK PAVERS, STUCCO REPAIRS, PERGOLA

REPLACEMENT AT ROSTRUM.

B. TEMPORARY REUSABLE ADA RAMP AT

ROSTRUM.

ALTERNATE

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

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GI-004

ALTERNATES PHASE 1C DEVELOPMENT

01/31/22 RHC RJP

898--032C

950 S Sepulveda Blvd

GENERAL NOTES

N

BID SET

SCALE: 1" = 10'-0"1 SITE PLAN

B4601

B1501

BHA-2

B4602

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

BI

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LOS ANGELES

NATIONAL CEMETERY

DEVELOPMENT PHASE 1C

1/31/2022 NA MA

898-032C

950 S Sepulveda Blvd

Revisions: Date:

BID SET

SCALE: 1" = 10'-0"1 CIVIL SITE PLAN

N

C-100

CIVIL SITE PLAN

GENERAL NOTES

LEGEND

1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES

PRIOR TO PERFORMING WORK.

2. COORDINATE ALL WORK WITH THE CEMETERY

DIRECTOR.

3. ROAD OR BUILDING CLOSURES MUST BE

PLANNED AND SCHEDULED WITH THE CEMETERY

DIRECTOR.

4. NO DISTURBANCE OF GRAVE SITES OR MARKERS

IS ALLOWED AT ANY TIME.

5. UTILITY LOCATIONS ARE SHOWN TO THE BEST

INFORMATION AVAILABLE BUT ARE NOT

GUARANTEED.

6. CONTRACTOR TO REPAIR ALL IRRIGATION OR

OTHER LINES DAMAGED BY THE WORK.

7. LANDSCAPING TO BE REPLACED TO MATCH

EXISTING EXCEPT WHERE NOTED.

8. CONTRACTOR TO IDENTIFY, LOCATE PRECISELY,

AND PRESERVE ALL MONUMENTS PLAQUES OR

MEMORIALS, IF AN ITEM MUST BE DISTURBED OR

MOVED TO COMPLETE THE WORK THE

CONTRACTOR SHALL CAREFULLY STORE ITEM

AND AFTER WORK IS COMPLETE RE-SET THE

ITEM IN THE SAME LOCATION AND CONDITION AS

FOUND. CONFIRM WITH DIRECTOR PRIOR TO

WORK.

9. CONTRACTOR TO USE ONLY AREAS APPROVED

BY CEMETERY DIRECTOR FOR PARKING AND

STORAGE OF MATERIALS AND SHALL RESTORE

ALL SUCH AREAS TO EXISTING CONDITIONS

ONCE WORK IS COMPLETED.

10.CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC

CONTROL AND BARRIERS AROUND ALL WORK

AREAS AT ALL TIMES UNTIL RESTORATION OF

SITE IS COMPLETE. PROVIDE SIGNAGE AND SAFE

PASSAGE ROUTES FOR PEDESTRIANS AND

MAINTAIN ALL ADA PATHS.

11.CONTRACTOR TO REMOVE AND DISPOSE OF ALL

MATERIALS NOT REUSED AT AN OFFSITE

PERMITTED LANDFILL OR OTHER LEGAL METHOD.

REMOVE DEBRIS FROM SITE DAILY.

12.CONTRACTOR TO BENCH ALL EXCAVATIONS PER

OSHA REQUIREMENTS. CONTRACTOR TO

PROVIDE A COMPETENT PERSON FOR

INSPECTION OF ALL EXCAVATIONS DAILY

BEFORE ANY PERSONNEL ARE ALLOWED TO

ENTER. PROVIDE REPORTS FOR CEMETERY

DIRECTOR REVIEW. CONTRACTOR IS

RESPONSIBLE FOR REMOVAL OF ALL

ACCUMULATED WATER IN EXCAVATION.

13.CONTRACTOR PERSONNEL TO ADHERE TO

FACILITY SECURITY PROCEDURES AT ALL TIMES.

14.CONTRACTOR TO PROVIDE A SWPPP COMPLIANT

WITH FEDERAL AND STATE LAW AND NCA

REQUIREMENTS.

15.CONTRACTOR TO PROVIDE TEMPORARY

CONSTRUCTION FENCING AROUND ALL AREAS

OF WORK AS NEEDED. COORDINATE WITH

CEMETERY DIRECTION. FENCE MATERIALS AND

CONFIGURATION TO BE PER PROJECT

SPECIFICATIONS AND VA/NCA STANDARDS.

EXISTING - 6" POP-UP SPRINKLER

EXISTING WATER VALVE

EXISTING IRRIGATION WATER VALVE

EXISTING SANITARY SEWER MANHOLE

SPOT ELEVATION

TREE

GRAVE SITE MARKER

EXISTING CONTOUR

TEMPORARY CONSTRUCTION FENCING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

BI

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LOS ANGELES

NATIONAL CEMETERY

DEVELOPMENT PHASE 1C

1/31/2022 NA MA

898-032C

950 S Sepulveda Blvd

Revisions: Date:

BID SET

SCALE: 1" = 5'-0"1 DEMOLITION PLAN

N

CD-100

CIVIL DEMO PLAN

GENERAL NOTES

1. CONTRACTOR TO VERIFY ALL EXISTING

UTILITIES PRIOR TO STARTING WORK.

2. CONTRACTOR TO IDENTIFY, LOCATE PRECISELY,

AND PRESERVE ALL MONUMENTS PLAQUES OR

MEMORIALS, IF AN ITEM MUST BE DISTURBED OR

MOVED TO COMPLETE THE WORK THE

CONTRACTOR SHALL CAREFULLY STORE ITEM

AND AFTER WORK IS COMPLETE RE-SET THE

ITEM IN THE SAME LOCATION AND CONDITION AS

FOUND. CONFIRM WITH DIRECTOR PRIOR TO

WORK.

3. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING AFTER WORK IS COMPLETE.

4. CONTRACTOR TO USE ONLY AREAS APPROVED

BY CLIENT FOR PARKING AND STORAGE OF

MATERIALS AND SHALL RESTORE ALL SUCH

AREAS TO EXISTING CONDITIONS ONCE WORK IS

COMPLETED.

5. CONTRACTOR TO PROVIDE TEMPORARY

TRAFFIC CONTROL AND BARRIERS AROUND ALL

WORK AREAS AT ALL TIMES UNTIL RESTORATION

OF SITE IS COMPLETE. PROVIDE SIGNAGE AND

SAFE PASSAGE ROUTES FOR PEDESTRIANS AND

MAINTAIN ALL ADA PATHS.

6. CONTRACTOR TO REMOVE AND DISPOSE OF ALL

MATERIALS NOT REUSED AT AN OFFSITE

PERMITTED LANDFILL OR OTHER LEGAL

METHOD. REMOVE DEBRIS FROM SITE DAILY.

7. CONTRACTOR TO BENCH ALL EXCAVATIONS

PER OSHA REQUIREMENTS. CONTRACTOR TO

PROVIDE A COMPETENT PERSON FOR

INSPECTION OF ALL EXCAVATIONS DAILY

BEFORE ANY PERSONNEL ARE ALLOWED TO

ENTER. PROVIDE REPORTS FOR CLIENT REVIEW.

CONTRACTOR IS RESPONSIBLE FOR REMOVAL

OF ALL ACCUMULATED WATER IN EXCAVATION.

8. CONTRACTOR PERSONNEL TO ADHERE TO THE

LOCAL AUTHORITY AND FACILITY SECURITY

PROCEDURES AT ALL TIMES.

9. CONTRACTOR TO COMPLY WITH ALL STATE AND

LOCAL STORM WATER RULES AND PROVIDE AND

MAINTAIN A SWPP AND SEDIMENT CONTROL..

KEYED NOTES

LEGEND

NEW FRENCH DRAIN INLET

EXISTING STORM DRAIN MANHOLE

EXISTING - 6" POP-UP SPRINKLER

SPRINKLERS TO BE REMOVED.

EXISTING WATER VALVE

EXISTING IRRIGATION WATER VALVE

EXISTING SANITARY SEWER MANHOLE

TREE

NEW FRENCH DRAIN

EXISTING WATER

EXISTING SANITARY SEWER

IRRIGATION PIPES

DEMO AREA

EXISTING PARADISE PLANT

1. REMOVE GRASS, MULCH AND TOPSOIL. SAVE

TOPSOIL FOR RE-USE. REMOVE TREES AND

SHRUBS WHERE NECESSARY TO INSTALL

FRENCH DRAIN LINE.

2. REMOVE BIRD OF PARADISE PLANT AND ROOTS

AND DISPOSE OF OFFSITE.

3. REMOVE BLACK WATERPROOFING MATERIAL

FROM BASE OF WALL AND CLEAN TO PREPARE

FOR NEW SYSTEM. REFER TO SPECIFICATIONS

FOR APPROVED METHODS AND PRODUCTS.

4. REMOVE FULL-CIRCLE SPRINKLER HEADS FROM

LINES NEXT TO COLUMBARIUM ON END WALLS

AND ALONG REAR WALL. RETAIN RISERS AND

PIPING FOR NEW HEADS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

BI

M

Lo s An ge le s N at io na l C em et er y

Ph as e 1C

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N at io na l C em et ar y.

rv t

/3 /2

4:

:4

PM

LOS ANGELES

NATIONAL CEMETERY

DEVELOPMENT PHASE 1C

1/31/2022 NA MA

898-032C

950 S Sepulveda Blvd

Revisions: Date:

BID SET

SCALE: 1" = 5'-0"1 NEW GRADING PLAN

N

CG-101

NEW GRADING PLAN

GENERAL NOTES

KEYED NOTES

LEGEND

1. CONTRACTOR TO VERIFY ALL EXISTING

UTILITIES PRIOR TO STARTING WORK.

2. CONTRACTOR TO IDENTIFY, LOCATE PRECISELY,

AND PRESERVE ALL MONUMENTS PLAQUES OR

MEMORIALS, IF AN ITEM MUST BE DISTURBED OR

MOVED TO COMPLETE THE WORK THE

CONTRACTOR SHALL CAREFULLY STORE ITEM

AND AFTER WORK IS COMPLETE RE-SET THE

ITEM IN THE SAME LOCATION AND CONDITION AS

FOUND. CONFIRM WITH DIRECTOR PRIOR TO

WORK.

3. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING AFTER WORK IS COMPLETE.

4. CONTRACTOR TO USE ONLY AREAS APPROVED

BY CLIENT FOR PARKING AND STORAGE OF

MATERIALS AND SHALL RESTORE ALL SUCH

AREAS TO EXISTING CONDITIONS ONCE WORK IS

COMPLETED.

5. CONTRACTOR TO PROVIDE TEMPORARY

TRAFFIC CONTROL AND BARRIERS AROUND ALL

WORK AREAS AT ALL TIMES UNTIL RESTORATION

OF SITE IS COMPLETE. PROVIDE SIGNAGE AND

SAFE PASSAGE ROUTES FOR PEDESTRIANS AND

MAINTAIN ALL ADA PATHS.

6. CONTRACTOR TO REMOVE AND DISPOSE OF ALL

MATERIALS NOT REUSED AT AN OFFSITE

PERMITTED LANDFILL OR OTHER LEGAL

METHOD. REMOVE DEBRIS FROM SITE DAILY.

7. CONTRACTOR TO BENCH ALL EXCAVATIONS

PER OSHA REQUIREMENTS. CONTRACTOR TO

PROVIDE A COMPETENT PERSON FOR

INSPECTION OF ALL EXCAVATIONS DAILY

BEFORE ANY PERSONNEL ARE ALLOWED TO

ENTER. PROVIDE REPORTS FOR CLIENT REVIEW.

CONTRACTOR IS RESPONSIBLE FOR REMOVAL

OF ALL ACCUMULATED WATER IN EXCAVATION.

8. CONTRACTOR PERSONNEL TO ADHERE TO THE

LOCAL AUTHORITY AND FACILITY SECURITY

PROCEDURES AT ALL TIMES.

9. GRADES SHOWN ARE TO BEST INFORMATION

AVAILABLE. IF A DISCREPANCY IS DISCOVERED,

NOTIFY ENGINEER BEFORE PROCEEDING.

1. GRADE TO DRAIN AS SHOWN. NEW GRADE TO BE

4" BELOW TOP OF BLDG FOUNDATION.

2. REPAIR DISTURBED SOD WITH NEW IN SAME

SPECIES.

3. PROVIDE MULCH IN BED NEXT TO BUILDING TO

MATCH EXISTING AND REPLACE SHRUBS AND

PLANTS REMOVED FOR WORK.

4. ORIENT SPRINKLERS TO SPRAY AWAY FROM

BUILDINGS AND ADJUST SPRAY PATTERN AS

NEEDED. COORDINATE WITH CEMETERY

MAINTENANCE STAFF.

FRENCH DRAIN INLET

FRENCH OUTLET

SURFACE FLOW

SPOT ELEVATION

CONTOUR LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

BI

M

Lo s An ge le s N at io na l C em et er y

Ph as e 1C

/L os

A ng el es

N at io na l C em et ar y.

rv t

/3 /2

4:

:4

PM

LOS ANGELES

NATIONAL CEMETERY

DEVELOPMENT PHASE 1C

1/31/2022 NA MA

898-032C

950 S Sepulveda Blvd

Revisions: Date:

BID SET

SCALE: 1" = 5'-0"1 UTILITIES

N

CU-101

NEW UTILITIES PLAN

GENERAL NOTES

1. CONTRACTOR TO VERIFY ALL EXISTING

UTILITIES PRIOR TO STARTING WORK.

2. CONTRACTOR TO IDENTIFY, LOCATE PRECISELY,

AND PRESERVE ALL MONUMENTS PLAQUES OR

MEMORIALS, IF AN ITEM MUST BE DISTURBED OR

MOVED TO COMPLETE THE WORK THE

CONTRACTOR SHALL CAREFULLY STORE ITEM

AND AFTER WORK IS COMPLETE RE-SET THE

ITEM IN THE SAME LOCATION AND CONDITION AS

FOUND. CONFIRM WITH DIRECTOR PRIOR TO

WORK.

3. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING AFTER WORK IS COMPLETE.

4. CONTRACTOR TO USE ONLY AREAS APPROVED

BY CLIENT FOR PARKING AND STORAGE OF

MATERIALS AND SHALL RESTORE ALL SUCH

AREAS TO EXISTING CONDITIONS ONCE WORK IS

COMPLETED.

5. CONTRACTOR TO PROVIDE TEMPORARY

TRAFFIC CONTROL AND BARRIERS AROUND ALL

WORK AREAS AT ALL TIMES UNTIL RESTORATION

OF SITE IS COMPLETE. PROVIDE SIGNAGE AND

SAFE PASSAGE ROUTES FOR PEDESTRIANS AND

MAINTAIN ALL ADA PATHS.

6. CONTRACTOR TO REMOVE AND DISPOSE OF ALL

MATERIALS NOT REUSED AT AN OFFSITE

PERMITTED LANDFILL OR OTHER LEGAL

METHOD. REMOVE DEBRIS DAILY.

7. CONTRACTOR TO BENCH ALL EXCAVATIONS

PER OSHA REQUIREMENTS. CONTRACTOR TO

PROVIDE A COMPETENT PERSON FOR

INSPECTION OF ALL EXCAVATIONS DAILY

BEFORE ANY PERSONNEL ARE ALLOWED TO

ENTER. PROVIDE REPORTS FOR CLIENT REVIEW.

CONTRACTOR IS RESPONSIBLE FOR REMOVAL

OF ALL ACCUMULATED WATER IN EXCAVATION.

8. CONTRACTOR PERSONNEL TO ADHERE TO THE

FACILITY SECURITY PROCEDURES AT ALL TIMES.

9. CONTRACTOR TO COMPLY WITH ALL STATE AND

LOCAL STORM WATER RULES AND PROVIDE AND

MAINTAIN A SWPP AND SEDIMENT CONTROL..

KEYED NOTES

1. BOX - IRRIGATION CONTROLLER TO REMAIN.

2. SPRINKLER CONTROLLER TO REMAIN.

3. PROVIDE HALF-CIRCLE SPRAY PATTERN HEADS

TO REPLACE EXISTING. ORIENT AND ADJUST TO

SPRAY AWAY FROM BUILDINGS. COORDINATE

TYPE WITH FACILITY MAINTENANCE STAFF.

4. INSTALL NEW 6" FRENCH DRAIN, WALL COATING

BELOW GRADE AND GRAVEL PACK PER DETAILS.

5. INSTALL FRENCH DRAIN SURFACE INLET.

6. INSTALL FD POP-UP WATER OUTLET BOX.

LEGEND

NEW FRENCH DRAIN INLET

EXISTING STORM DRAIN MANHOLE

EXISTING - 6" POP-UP SPRINKLER

NEW - 6" POP-UP SPRINKLER - 180° PATTERN

EXISTING WATER VALVE

EXISTING IRRIGATION WATER VALVE

EXISTING SANITARY SEWER MANHOLE

TREE

NEW FRENCH DRAIN

EXISTING WATER

EXISTING SANITARY SEWER

IRRIGATION PIPES

NOTE:

ALL THREADED CONNECTIONS

SHALL RECEIVE TEFLON TAPE.

1 POP-UP SPRAY

2 PRE-ASSEMBLED TRIPLE SWNG JOINT

ASSEMBLY (12" THREADED X 10' LAY LENGTH)

3 ANGLE VARIES

4 PVC SCH 40 TEE (SST) OR ELL (ST)

5 PVC NON-PRESSURE LINE

6 1" MIN., 2' MAX. FROM CURBS, WALKS, ETC.

7 HARDSCAPE EDGE

8 12"

LEGEND

9 FINISH GRADE

10 NOZZLE WITH SCREEN

GRAVEL PACK

FILTER FABRIC

THREADED CAP

FLUSH WITH CONCRETE OR

4" ABOVE GROUND

6" PVC SCH. 40

LONG SWEEP ELBOW

6" PERFORATED PIPE

1 CLEANOUT DETAIL

SCALE: N.T.S.

FILTER FABRIC

BUILDING WALL

6" 6"

4" CONCRETE

12x12" SD GRATE

SD OR FD PIPE

6" & PVC PIPEFD BOX

12" CONCRETE RING

0.4%≥

SIKA DRAIN 420

OR EQUIVALENT

SIKALASTIC 320

OR EQUIVALENT

1 BUBBLER HEAD

2 PVC SCH 80 THREADED RISER

(LENGTH AS REQUIRED)

3 2"

4 SWING JOINT ASSEMBLY (2) PVC SCH 40 STREET ELLS.

5 FINISH GRADE

6 PVC LATERAL LINE

7 12"

8 PVC SCH 40 TEE (SST) OR ELL (ST)

LEGEND

2 SURFACE INLET DETAIL

SCALE: N.T.S. 3 FRENCH DRAIN DETAIL

SCALE: N.T.S.

4 POP-UP SPRAY/BUBBLER HEAD

SCALE: N.T.S. 5 BUBBLER ON RISER

SCALE: N.T.S.

BUILDING

FOUNDATION

6" PERFORATED PIPE

4" GRAVEL BACKFILL12"

4" 2% MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

BI

M

Lo s An ge le s N at io na l C em et er y

Ph as e 1C

/L os

A ng el es

N at io na l C em et ar y.

rv t

/3 /2

4:

:4

PM

LOS ANGELES

NATIONAL CEMETERY

DEVELOPMENT PHASE 1C

1/31/2022 NA MA

898-032C

950 S Sepulveda Blvd

Revisions: Date:

BID SET

C-500

UTILITY DETAILS

INSTALL TAPERED PLASTIC HORSESHOE SHIM

AT THREADED ROD TO PROVIDE LEVEL

BEARING SURFACE AT MASONRY WALL, TYP

EXIST BRICK WALL TO

REMAIN

NEW CLAY TILE ROOF PER

PLAN, SEE AS-512 FOR

DETAILS

NEW OR EXIST PLYWOOD ROOF

SHEATHING, SEE 3/SS-500

EXIST JOIST POCKET AT

MASONRY WALL.

VERIFY DEPTH OF

POCKET AND JOIST

GEOMETRY IN FIELD

EXIST BRICK WALL TO

REMAIN

EXIST JOIST POCKET AT

MASONRY WALL. VERIFY

GEOMETRY IN FIELD. REMOVE

AND REINSTALL MASONRY AS

NECESSARY TO REPLACE

JOIST.

EXIST OR NEW BEAD BOARD

SHEATHING TO MATCH EXIST

NEW SIMPSON STRONG-TIE LTTP2 TENSION TIES BOTH

SIDES OF MEMBER. INSTALL TENSION TIES AT EVERY

THIRD JOIST AND AT EACH REPLACEMENT JOIST. NAIL

TO WOOD MEMBER WITH (12) 10d x 1.5" NAILS EACH

SIDE. FASTEN TO MASONRY WITH SIMPSON STRONG-TIE

ET-HP WITH

" Ø F1554 GR 36 THREADED ROD

M

I N

T

Y

P

NEW (2) 2X8 OR EXIST (2)1.75" X 7" (ACTUAL) WOOD JOISTS. SEE PLAN

FOR REPLACEMENT LOCATIONS. AT NEW JOISTS, WRAP ENTIRE END

OF JOISTS WITH SELF-ADHERED FLASHING (SAF) AT BEAM POCKETS IN

MASONRY. PRE-WRAP SAF PRIOR TO JOIST INSTALLATION

SS-500

TYP

VERIFY PRESENCE OF

PIN ANCHORS AT EXIST

JOISTS IN FIELD.

CAREFULLY REMOVE PIN

ANCHORS AT JOISTS TO

BE REPLACED. REPAIR

BRICK MASONRY AS

NECESSARY

VERIFY PRESENCE OF PIN

ANCHORS AT EXIST JOISTS IN

FIELD. CAREFULLY REMOVE PIN

ANCHORS AT JOISTS TO BE

REPLACED. REPAIR BRICK

MASONRY AS NECESSARY

AFTER CLAY TILE ROOF REMOVAL, CONTRACTOR TO NOTIFY A/E

FOR OBSERVATION OF AS-BUILT CONDITION TO VERIFY ADEQUACY

AND CONSTRUCTABILITY OF ANCHORAGE DETAIL AT MASONRY

WALL. CONTRACTOR TO MODIFY DETAIL AS DIRECTED BY A/E

EXIST ROOF SLOPE 2:12 (VIF)

STRUCTURAL NOTES

APPLICABLE CODES AND STANDARDS

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. THE

PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY

THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE HISTORIC BUILDING

CODE SHALL GOVERN.

A. 2019 CALIFORNIA HISTORIC BUILDING CODE (CHBC) WITH CITY OF LOS ANGELES AMENDMENTS.

B. 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC) WITH CITY OF LOS ANGELES AMENDMENTS.

C. AMERICAN WOOD COUNCIL (AWC), "NATIONAL DESIGN SPECIFICATION" (NDS), 2018 EDITION.

D. ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS OF STRUCTURAL

CONCRETE" 2019 EDITION.

STRUCTURAL DESIGN LOADS

1. DEAD LOAD: WEIGHT OF MATERIALS

2. ROOF LIVE LOAD: 20 PSF

3. SEISMIC LOAD: VOLUNTARY UPGRADE

SITE CLASS D

Ss = 1.837

S1 = 0.78

SPECIAL INSPECTIONS

1. A SPECIAL INSPECTOR SHALL BE RETAINED BY THE OWNER AND SHALL FULFILL ALL OF THE REQUIRED

VERIFICATION AND INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE CBC. ALL SPECIAL INSPECTORS

SHALL BE QUALIFIED FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION REQUIRING

SPECIAL INSPECTION AND MUST BE APPROVED BY THE BUILDING OFFICIAL. SPECIAL INSPECTORS SHALL

PERFORM THE DUTIES AND RESPONSIBILITIES OUTLINED IN CHAPTER 17 OF THE CBC. REPORTS SHALL BE

SUBMITTED TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER OF RECORD IN A TIMELY MANNER.

2. SPECIAL INSPECTIONS SHALL INCLUDE BUT ARE NOT LIMITED TO:

· NAILING AND/OR SCREW PATTERNS .

· INSTALLATION OF CHEMICAL ADHESIVE ANCHORS OR EPOXY ANCHORS.

· INSTALLATION OF POST-INSTALLED ANCHORS INTO MASONRY.

EXIST MASONRY

WALL TO REMAIN, TYP

DETERIORATED ROOF JOIST TO BE

REMOVED AND REPLACED IN-KIND,

TYP. INSTALL TENSION TIE

ANCHORS BETWEEN NEW JOISTS

AND EXIST MASONRY WALLS

EXIST ROOF JOIST TO

REMAIN, TYP

SS-500

TYP

NOTES:

1. TYPICAL ROOF PLAN APPLIES TO SLOPED ROOFS AT

CLOISTER AND COLUMBARIUM EXTERIOR WALKWAY

LOW ROOF ONLY. REFER TO ARCHITECTURAL PLANS

FOR LOCATIONS.

2. SEE ARCHITECTURAL PLANS FOR ROOF JOIST

REPLACEMENT LOCATIONS. LOCATIONS TO BE

VERIFIED WITH A/E IN FIELD.

3. CONTRACTOR TO CONFIRM ALL DIMENSIONS IN FIELD.

1'-9" +/-

VIF

V

I F

EXIST DIAGONAL BEAD BOARD SHEATHING TO REMAIN IN PLACE. REPLACE MISSING,

DETERIORATED, OR PREVIOUSLY REPLACED BEAD BOARD SHEATHING TO MATCH

EXIST (2" WIDE BY

" THICK, VIF). LOCALIZED REMOVAL AND

REINSTALLATION/REPLACEMENT OF BEAD BOARD SHEATHING MAY BE REQUIRED

AT JOIST REPLACEMENT LOCATIONS.

INSTALL NEW PLYWOOD SHEATHING OVER BEAD BOARD SHEATHING. SEE 3/SS-500

FOR PLYWOOD SHEATHING DETAILS.

WHERE EXIST PLYWOOD PRESENT OVER EXIST BEAD BOARD SHEATHING, NOTIFY

ENGINEER FOR OBSERVATION. EXIST PLYWOOD TO REMAIN IN PLACE ONLY AS

DIRECTED BY A/E DEPENDING ON CONDITION AND STRUCTURAL PROPERTIES. IF

EXIST PLYWOOD TO REMAIN IN PLACE, INSTALL ADDITIONAL EDGE AND FIELD

NAILING AS DIRECTED BY A/E. LOCALIZED REMOVAL OF EXIST PLYWOOD MAY BE

NECESSARY AT JOIST REPLACEMENT LOCATIONS. AT DIRECTION OF A/E,

REPLACEMENT OF DETERIORATED BEAD BOARD MAY BE DONE FROM BELOW. IF

EXIST PLYWOOD TO BE REMOVED AND REPLACED WITH NEW PLYWOOD,

CONTRACTOR TO CAREFULLY REMOVE PLYWOOD SO AS TO NOT DAMAGE EXIST

BEAD BOARD SHEATHING.

SS-500

TYP

INSTALL TENSION TIE ANCHORS BETWEEN EXIST

JOISTS AND MASONRY WALLS AT EVERY THIRD JOIST

(APPROX 6 FT OC), BOTH ENDS OF JOIST, TYP

NEW OR EXIST (2)1.75" X 7"

WOOD JOIST. SEE PLAN FOR

REPLACEMENT LOCATIONS

NEW CLAY TILE ROOF. SEE AS-512

NEW OR EXIST PLYWOOD SHEATHING,

SEE 3/SS-500

EXIST OR NEW BEAD BOARD

SHEATHING TO MATCH EXIST

EXIST BRICK TO REMAIN

NEW TENSION TIES

M

I N

INSTALL MORTAR AT PERIMETER

OF JOISTS

REMOVE GLUE AT FRAMING

JOINTS

REMOVE WOOD LEDGER.

NOTIFY A/E AFTER REMOVAL

FOR OBSERVATION OF

FRAMING. REPLACE LEDGER

(1

" x 7

" V.I.F.) TO MATCH

EXIST

CUT LEDGER TO FIT

AROUND ROOF JOISTS.

ENSURE TIGHT FIT

SHORE ROOF JOISTS DURING

LEDGER REPLACEMENT

PANEL FIELD NAILING,

TYP. STAGGER NAILS

PANEL EDGE NAILING, TYP

3'-6" STAGGER,

TYP, V.I.F.

1'-9"

V.I.F.

DOUBLE ROOF JOIST, TYP

NEW SHEATHING PANEL, 15/32"

THICK, TYP. CUT SHEATHING TO

ENSURE LENGTH OF BOARDS ALIGN

WITH ROOF JOISTS. STAGGER

SHEATHING

M

I N

T Y

P

NOTE: MINIMUM NAIL SIZE TO BE 10d COMMON NAILS, 3" LONG. PREDRILL ALL HOLES

TO AVOID SPLITTING OF EXIST MEMBERS

UNBLOCKED EDGES, TYP

EDGE OF ROOF IS CURVED.

CUT PLYWOOD TO MATCH

CURVATURE OF ROOF

INSTALL 3" WIDE METAL STRAP (MSTC

BY SIMPSON STRONG-TIE) CENTERED

ALONG PANELS EDGES. INSTALL EDGE

NAILS THROUGH METAL STRAP INTO

DOUBLE JOIST BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMP

321 4 5 6 7 8 9 10

N/A

PHASE 1C DEVELOPMENT

898--032C

950 S Sepulveda Blvd

Revisions: Date:

© C opy righ t 202

2.

All righ ts re serv ed.

No par t of this doc ume nt m ay b e re prod uce d in any form or b y an y m ean s w itho ut p erm issio n fro m W iss, Jan ney

, Els tner

Ass ocia tes, Inc

. (W

JE)

. W JE d iscla ims any res pon sibi lity for i ts u nau thor ized use

Plo tted

: 1/ 27/

2 4

:42

PM

by S late r, C orin na

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No. C80977

Exp.03/31/23

Desert Concepts Energy &

Environmental Inc.

8000 IH 10 West, Ste 600

San Antonio, TX 78230

(661) 203-8172

PRIME CONSULTANT

BID SET

Wiss, Janney, Elstner Associates, Inc.

225 South Lake Avenue, Suite 500

Pasadena, California 91101

626.696.4650 tel www.wje.com

ENGINEERS

ARCHITECTS

MATERIALS SCIENTISTS

SS-500

STRUCTURAL DETAILS

1/31/22

AH/LMH CRS

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

ROOF JOIST REPAIR

SCALE: NOT TO SCALE

STRUCTURAL NOTES

SCALE: 3/8" = 1'-0"

TYPICAL PARTIAL ROOF PLAN

SCALE: 3" = 1'-0"

ROOF JOIST REPAIR SECTION

SCALE: NOT TO SCALE

LEDGER REPAIR

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

TYPICAL ROOF SHEATHING

D2D5

A. VERIFY ALL DIMENSIONS AND CONDITIONS AT

JOB SITE.

B. VERIFY EXACT COMPOSITION OF EXISTING

WALLS TO BE REMOVED.

C. REMOVE ALL EXISTING WALL MOUNTED

EQUIPMENT AND FIXTURES AS NEEDED TO

APPLY NEW FINISHES. REF. MEP DRAWINGS

FOR ADDITIONAL ITEMS AND NOTES.

COORDINATE WITH COR TO CONFIRM

SALVAGING AND DISPOSAL.

D. REFER TO CIVIL AND STRUCTURAL SHEETS FOR

ADDITIONAL DEMOLITION ITEMS AND NOTES TO

COORDINATE WORK.

E. ALL EXISTING COLUMNS, BEAMS, LOAD BEARING

WALLS AND STRUCTURAL ASSEMBLIES TO

REMAIN UNLESS NOTED OTHERWISE PROTECT

DURING CONSTRUCTION.

D1

D2

D1

D2

D3

D3

D4

D1 CAREFULLY REMOVE AND SALVAGE EXISTING

ROOF CLAY TILES TO THE GREATEST EXTENT

POSSIBLE AND RETAIN FOR FUTURE USE.

D2 REMOVE DAMAGED ROOF SHEATHING AND

JOISTS. CONFIRM LOCATIONS WITH A/E PRIOR

TO REMOVAL.

D3 REMOVE EXISTING HANDRAIL

D4 ALTERNATE A INCLUDES REPLACEMENT OF

WOOD PERGOLA STRUCTURE.

D5 REMOVE AND REPLACE ALL FLOOR VCT

D6 REMOVE AND REPLACE ALL EXISTING SKYLIGHT

ASSEMBLIES.

D7 REMOVE AND REPLACE ALL EXISTING FLAT

ROOF ASSEMBLIES.

D7

D6

D1

D7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

LO

S

AN

G

EL

ES

N

AT

IO

N

AL

C

EM

ET

ER

Y

PH

AS

E

1C /L os A ng el es N at io na l C em et er y

- M ai n M od el

.rv t

1/

/2

6:

:2

PM

AD-100

DEMOLITION PLANS PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1" = 10'-0"1 COLUMBARIUIM DEMOLITION PLAN

N

GENERAL NOTES

SCALE: 1" = 10'-0"3 CLOISTER DEMOLITION PLAN

SCALE: 1" = 10'-0"4 COLUMBARIUM RESTROOM DEMOLITION PLAN

SCALE: 1" = 10'-0"5 ROSTRUM DEMOLITION PLAN

DEMOLITION WORK ITEMS

BID SET

SCALE: 1" = 10'-0"2 COLUMBARIUM BLDG 4601 DEMO ROOF PLAN

CLOISTER BLDG 4602

COLUMBARIUM BLDG 4601

COLUMBARIUM

RESTROOM BLDG 1501

ROSTRUM BLDG HA-2

FRENCH DRAIN OUTLET

SPLASH

BLOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

LO

S

AN

G

EL

ES

N

AT

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AS-100

SITE PLAN PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

N

SCALE: 1" = 10'-0"1 SITE PLAN

BID SET

GENERAL NOTES

AS-106

AS-1082

AS-105

AS-105

AS-105

TYP. ALL EXTERIOR

WALLS

TYP.

APSE

COLUMBARIUM

SOUTH WING

COLUMBARIUM

NORTH WING

CLOSET

CLOSET

COLUMBARIUM

PORCH

NEW ROOF

SPLASH

BLOCK

AS-200

AS-106

A. PROVIDE MINIMUM CLEARANCES AT ALL DOORS

PER ADA REQUIREMENTS.

B. ALL DIMENSIONS SHOWN ARE TO FACE OF

WALL UNLESS NOTED OTHERWISE.

DIMENSIONS DESIGNATED AS "CLEAR,"

INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH.

C. DIMENSIONS INDICATED AS "VIF," MAY

INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

D. CONTRACTOR TO RETAIN AND PROTECT NICHE

AND MEMORIAL WALLS.

E. SEE AS-600 FOR REPAIR QUANTITIES.

N

ALTERNATE

NEW WALLS

LEGEND

IMPROVE SURFACE

DRAINAGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

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AS-101

COLUMBARIUM BLDG 4601

FLOOR PLAN

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 COLUMBARIUM BLDG 4601 FLOOR PLAN

GENERAL NOTES

SCOPE OF REPAIR WORK

1 REPLACE SPALLED AND CRACKED BRICK UNITS.

SEE AS-511

2 REPOINT SELECT MORTAR JOINTS. PROTECT

EXISTING METAL PLAQUES AT EXTERIOR; DO

NOT DAMAGE OR DISTURB PLAQUES. METAL

PLAQUES ARE TO REMAIN IN PLACE DURING ALL

REPAIRS. SEE AS-511

3 CLEAN MASONRY. SEE AS-511

4 REPAIR CRACKS AND SPALLS IN CONCRETE

SILLS AND HEADERS. SEE AS-510

5 RECOAT CONCRETE COPINGS AND

BANDING WITH COATING PER SPECIFICATION.

PERFORM CRACK REPAIR AND PATCH AS

NEEDED. SEE AS-510

6 REPOINT CRACKS IN BRICK PAVING MORTAR

JOINTS, REPLACE INDIVIDUAL CRACKED

BRICKS. SEE AS-511

7 REMOVE CRACKED, DEBONDED, AND FRIABLE

PLASTER AND REPLACE WITH NEW. NICHE

COVERS AND PLAQUES SHALL NOT BE

REMOVED FOR REPAIRS. ALL REPAIRS TO BE

PERFORMED WITH NICHE COVERS AND

PLAQUES IN PLACE. PROTECT DURING REPAIRS.

SEE AS-514

8 REMOVE ALL PAINT COATINGS AT WALLS IN THE

APSE AND CLOSETS AND REPLACE WITH

SURFACE COATING PER SPECIFICATION.

9 CLEAN INTERIOR AND EXTERIOR GRATES OF

CORROSION AND STAINING. REPLACE WHERE

SEVERELY DETERIORATED. SEE 9/AS-513

10 REMOVE GLASS BLOCK AND REINSTALL WITH

NEW FRAME AND PERIMETER FLASHING.

REPLACE CORRODED STEEL COMPONENTS

WHERE PRESENT. SEE AS-513

11 REPAIR WOOD DOOR FRAMES.

12 REPLACE BUMPER AT DOOR STOP. SEE 8/AS-513

14 ADD FILL TO ACHIEVE POSITIVE DRAINAGE.

15 1 1/2" O.D. PAINTED TUBE STEEL GALVANIZED

PAINTED HANDRAILS. SEE AS-200

38 REDIRECT LAWN SPRINKLERS AND IRRIGATION

AWAY FROM MASONRY WALL.

KEY PLAN

N

APSE

COLUMBARIUM

NORTH WING

COLUMBARIUM

SOUTH WING

COLUMBARIUM

PORCH

CLOSET

CLOSET

AS-106

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

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AS-102

COLUMBARIUM BLDG 4601

REFLECTED CEILING PLAN

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 COLUMBARIUM BLDG 4601 REFLECTED CEILING PLAN

KEY PLAN

GENERAL NOTES

SCOPE OF REPAIR WORK

16 REPAIR AND REPLACE LOOSE AND DEBONDED

PAINT COATINGS AT BARREL VAULTED PLASTER

CEILINGS AND REPAINT.

17 ROOF FRAMING REPAIR TO ADDRESS WATER

DAMAGE (REPLACE SHEATHING, TRIM, AND

JOISTS AS REQUIRED). CONFIRM LOCATIONS

WITH A/E PRIOR TO REMOVALS AND REPAIR SEE

SS-500.

18 CONCRETE PATCH AND CRACK REPAIRS AT

CONCRETE ROOF AND BEAMS. SEE 1/AS-510

N

AS-512

AS-510

AS-510

AS-512

AS-512

AS-106

AS-106

GUTTER

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

LO

S

AN

G

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ES

N

AT

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AL

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AS-103

COLUMBARIUM BLDG 4601 ROOF

PLAN

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 COLUMBARIUM BLDG 4601 ROOF PLAN

KEY PLAN

GENERAL NOTES

SCOPE OF REPAIR WORK

19 CLAY TILE ROOF: REPLACE TILE ROOF

(SALVAGE AND REINSTALL CLAY TILE TO THE

GREATEST EXTENT POSSIBLE, SEE

SPECIFICATION). INSTALL NEW SHEET METALS

FLASHING AND REPLACE UNDERLAYMENT.

SEE AS-512. PERFORM LOCALIZED REPAIR OF

BEAD BOARD SHEATHING. ADD NEW PLYWOOD

SHEATHING ON TOP OF BEAD BOARD

SHEATHING. INSTALL NEW TENSION TIES AT

EXISTING JOIST-TO-WALL CONNECTIONS. SEE

SS-500

20 CLAY TILE ROOF AT NAVE: REPLACE CLAY TILE

ROOF (SALVAGE AND REINSTALL CLAY TILE

TO THE GREATEST EXTENT POSSIBLE, SEE

SPECIFICATION). INSTALL NEW SHEET METAL

FLASHING AND REPLACE UNDERLAYMENT. SEE

AS-512 MAY REQUIRE LOCALIZED REPAIR OF

SHEATHING. REPLACE DETERIORATED WOOD

TRIM.

21 CLAY TILE ROOF AT APSE: REPLACE CLAY TILE

ROOF (SALVAGE AND REINSTALL CLAY TILE

TO THE GREATEST EXTENT POSSIBLE, SEE

SPECIFICATION). INSTALL NEW SHEET METAL

FLASHING AND REPLACE UNDERLAYMENT. SEE

AS-512 MAY REQUIRE LOCALIZED REPAIR OF

SHEATHING. INSTALL NEW GUTTER AND

DOWNSPOUT AT ROOF EDGE.

22 SMALL ROOF AREAS (ABOVE CLOSETS):

REPLACE FLAT ROOF MEMBRANES AND INSTALL

FLASHINGS. SLOPE CLOSET ROOFS TO DRAIN

TO APSE CLAY TILE ROOF. SEE AS-200

23 MAIN LOW-SLOPE ROOF AT TRANSCEPTS:

REPLACE ROOF MEMBRANE WITH NEW.

24 REPLACE SKYLIGHTS AND FLASHING.

TYPICAL. SEE AS-200

25 COATED CONCRETE ROOFS ABOVE CLOISTER

END WALLS: REMOVE EXISTING PAINT COATING

AND RECOAT WITH SURFACE COATING PER

SPECIFICATION. REPAIR CONCRETE AS

NEEDED. INSTALL SEALANT AND FLASHINGS AT

JOINTS. SEE AS-510

26 REPLACE EXISTING FLOOD LIGHTS WITH LED

SIMILAR.

62 REMOVE EXISTING FLAG SPOTLIGHT FIXTURES

AND REPLACE WITH VELUX AS BASIS OF

DESIGN.

N

APSE

COLUMBARIUM

NORTH WING

COLUMBARIUM

SOUTH WING

CLOSET

CLOSET

COLUMBARIUM

PORCH

AS-106

N

LEGEND

EXISTING VINYL TILE 1

EXISTING VINYL TILE 3

EXISTING VINYL TILE 4

EXISTING VINYL TILE 2

EXISTING BRICK PAVER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

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AS-104

COLUMBARIUM BLDG 4601

FLOOR FINISH PLAN

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 COLUMBARIUM BLDG 4601 FLOOR FINISH PLAN

KEY PLAN

GENERAL NOTES

SCOPE OF REPAIR WORK

27 REMOVE CERAMIC WALL TILES THROUGHOUT

THAT ARE LOOSE OR CRACKED AND REPLACE

WITH NEW TO MATCH EXISTING HISTORIC TILE.

SEE 7/AS-200

28 REPLACE DAMAGED FLOOR TILES WITH NEW

TILES TO MATCH EXISTING. SEE 8/AS-200

N

AS-511

AS-513

AS-512

AS-512

AS-510

AS-510

AS-511

AS-513

AS-513

AS-513

AS-513

AS-512

AS-512

AS-511

AS-513

AS-513

AS-513

AS-513

AS-512

AS-512

AS-511

AS-513

AS-513

AS-513

AS-513

AS-512

AS-512

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

LO

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AN

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ES

N

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AS-105

COLUMBARIUM BLDG 4601

ELEVATIONS

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 COLUMBARIUM BLDG 4601 EAST ELEVATION

SCALE: 1/4" = 1'-0"2 COLUMBARIUM BLDG 4601 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"3 COLUMBARIUM BLDG 4601 WEST ELEVATION

BID SET

REPLACE EXISTING

SPOTLIGHTS. SEE

SHEET AS-300

REPLACE PERIMETER

SEALANT AT WINDOWS.

GLASS BLOCK WINDOWS TO

REMAIN IN PLACE. DO NOT

REBUILD.

REPLACE PERIMETER SEALANT AT WINDOWS. GLASS BLOCK

WINDOWS TO REMAIN IN PLACE. DO NOT REBUILD.

REMOVE GLASS BLOCK WINDOW AND REINSTALL USING NEW

GLASS BLOCKS. SEE AS-513

REMOVE GLASS BLOCK

WINDOW AND REINSTALL

USING SALVAGED GLASS

BLOCKS SEE AS-513

REMOVE GLASS BLOCK

WINDOW AND REINSTALL

USING NEW GLASS

BLOCKS. SEE AS-513

REPLACE PERIMETER

SEALANT AT WINDOWS.

GLASS BLOCK WINDOWS

TO REMAIN IN PLACE. DO

NOT REBUILD.

SCALE: 1/4" = 1'-0"4 COLUMBARIUM BLDG 4601 NORTH ELEVATION

REMOVE GLASS BLOCK

WINDOW AND REINSTALL

USING NEW GLASS

BLOCKS. SEE AS-513

REPLACE PERIMETER SEALANT AT

WINDOW. GLASS BLOCK WINDOW

TO REMAIN IN PLACE AT NORTH

ELEVATION. DO NOT REBUILD. SEE

AS-513

REMOVE GLASS BLOCK WINDOW

AND REINSTALL USING SALVAGED

GLASS BLOCKS. SEE AS-513

REPLACE PERIMETER SEALANT AT

WINDOWS. GLASS BLOCK

WINDOWS TO REMAIN IN PLACE. DO

NOT REBUILD

INSTALL NEW GUTTER

BRICK MASONRY WITH WEEPING

MORTAR JOINTS, TYPICAL UNO.

REPAINT LOCALIZED DETERIORATED

MORTAR JOINTS. REPLACE SPALLED

AND CRACKED BRICK. CONFIRM

REPOINTING AND BRICK REPLACEMENT

LOCATIONS WITH A/E PRIOR TO

REMOVALS AND REPAIR

BRICK MASONRY WITH TOOLED

MORTAR JOINTS, TYPICAL AT

PILASTERS, BASKET WEAVE PATTERN

BRICK, AND ARCHES (VIF). REPOINT

100% OF TOOLED MORTAR JOINTS AT

BUILDING EXTERIOR, THIS ELEVATION.

REPLACE SPALLED AND CRACKED

BRICK. CONFIRM LOCATIONS WITH A/E

PRIOR TO REMOVALS AND REPAIR.

BRICK MASONRY WITH TOOLED

MORTAR JOINTS, TYPICAL INSIDE

CLOISTER WALK WAY (VIF). REPOINT

LOCALIZED DETERIORATED MORTAR

JOINTS. REPLACE SPALLED AND

CRACKED BRICK. CONFIRM LOCATIONS

OF REPOINTING AND BRICK

REPLACEMENT WITH A/E PRIOR TO

REMOVALS AND REPAIR.

BRICK MASONRY WITH WEEPING

MORTAR JOINTS, TYPICAL UNO.

REPOINT LOCALIZED DETERIORATED

MORTAR JOINTS. REPLACE SPALLED

AND CRACKED BRICK. CONFIRM

REPOINTING AND BRICK REPLACEMENT

LOCATIONS WITH A/E PRIOR TO

REMOVALS AND REPAIR.

BRICK MASONRY WITH TOOLED

MORTAR JOINTS, TYPICAL AT

PILASTERS, BASKET WEAVE PATTERN

BRICK, AND ARCHES (VIF). REPOINT

100% OF TOOLED MORTAR JOINTS AT

BUILDING EXTERIOR, THIS ELEVATION.

REPLACE SPALLED AND CRACKED

BRICK. CONFIRM LOCATIONS WITH A/E

PRIOR TO REMOVALS AND REPAIR.

BRICK MASONRY WITH WEEPING

MORTAR JOINTS, TYPICAL UNO.

REPOINT LOCALIZED DETERIORATED

MORTAR JOINTS. REPLACE SPALLED

AND CRACKED BRICK. CONFIRM

REPOINTING AND BRICK REPLACEMENT

LOCATIONS WITH A/E PRIOR TO

REMOVALS AND REPAIR

BRICK MASONRY WITH WEEPING

MORTAR JOINTS, TYPICAL UNO.

REPOINT LOCALIZED DETERIORATED

MORTAR JOINTS. REPLACE SPALLED

AND CRACKED BRICK. CONFIRM

REPOINTING AND BRICK REPLACEMENT

LOCATIONS WITH A/E PRIOR TO

REMOVALS AND REPAIR

BRICK MASONRY WITH TOOLED

MORTAR JOINTS, TYPICAL AT

PILASTERS, BASKET WEAVE PATTERN

BRICK, AND ARCHES (VIF). REPOINT

100% OF TOOLED MORTAR JOINTS AT

BUILDING EXTERIOR, THIS ELEVATION.

REPLACE SPALLED AND CRACKED

BRICK. CONFIRM LOCATIONS WITH A/E

PRIOR TO REMOVALS AND REPAIR.

BRICK MASONRY WITH

WEEPING MORTAR JOINTS,

TYPICAL UNO. REPOINT

LOCALIZED DETERIORATED

MORTAR JOINTS. REPLACE

SPALLED AND CRACKED

BRICK. CONFIRM REPOINTING

AND BRICK REPLACEMENT

LOCATIONS WITH A/E PRIOR

TO REMOVALS AND REPAIR.

Revisions: Date:

REPLACE EXISTING

SPOTLIGHTS. SEE

SHEET AS-300

AS-200

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

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ES

N

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AS-106

COLUMBARIUM BLDG 4601

SECTIONS

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 TRANSVERSE SECTION THROUGH CENTERLINE OF ALCOVE

SCALE: 1/4" = 1'-0"2 TRANSVERSE SECTION THROUGH CENTERLINE OF ENTRANCE

BID SET

REPLACE PERIMETER SEALANT AT

WINDOW. GLASS BLOCK WINDOW

TO REMAIN IN PLACE AT NORTH

ELEVATION. DO NOT REBUILD

REPLACE TILE ROOF (SALVAGE AND

REINSTALL CLAY TILE WHERE

POSSIBLE. INSTALL NEW SHEET

METAL FLASHINGS AND REPLACE

UNDERLAYMENT. MAY REQUIRE

LOCALIZED REPAIR OF SHEATHING.

REPOINT CRACKS IN BRICK PAVING

MORATR JOINTS, REPLACE

INDIVIDUAL CRACKED BRICKS.

INSTALL NEW GUTTER

REPLACE PERIMETER SEALANT AT

WINDOWS. GLASS BLOCK

WINDOWS TO REMAIN IN PLACE. DO

NOT REBUILD

DN

AS-108

AS-108

AS-108

AS-107

TYP. ALL BRICK WALLS

(INTERIOR AND EXTERIOR)

NEW ROOF

CLOISTER BAY

ALTERNATE

NEW WALLS

LEGEND

N

A. PROVIDE MINIMUM CLEARANCES AT ALL DOORS

PER ADA REQUIREMENTS.

B. ALL DIMENSIONS SHOWN ARE TO FACE OF

WALL UNLESS NOTED OTHERWISE.

DIMENSIONS DESIGNATED AS "CLEAR,"

INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH.

C. DIMENSIONS INDICATED AS "VIF," MAY

INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING

MUST BE MAINTAINED.

D. CONTRACTOR TO RETAIN AND PROTECT NICHE

AND MEMORIAL WALLS.

E. SEE AS-600 FOR REPAIR QUANTITIES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPPRIME

321 4 5 6 7 8 9 10

N/A

CONSULTANTS

Desert Concepts Energy & Environmental Inc.

8000 IH 10 West, Ste 600 San Antonio, TX 78230

(661) 203-8172

01/31/2022

BI

M

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ES

N

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AS-107

CLOISTER BLDG 4602 FLOOR

PLAN

PHASE 1C DEVELOPMENT

01/31/22 RHC CLH

898--032C

950 S Sepulveda Blvd

SCALE: 1/4" = 1'-0"1 CLOISTER BLDG 4602 FLOOR PLAN

N

KEY PLAN

GENERAL NOTES

SCOPE OF REPAIR WORK

29 REPLACE TILE ROOF (SALVAGE AND REINSTALL

CLAY TILE TO THE GREATEST EXTENT POSSIBLE,

SEE SPECIFICATION. INSTALL NEW SHEET

METAL FLASHINGS AND REPLACE

UNDERLAYMENT. MAY REQUIRE LOCALIZED

REPAIR OF SHEATHING. SEE AS-512

30 REMOVE EXISTING PAINT COATING AT COATED

CONCRETE ROOFS AT END WALLS RECOAT WITH

SURFACE COATING PER SPECIFICATION.

INSTALL SEALANT AND FLASHINGS AT JOINTS.

SEE AS-510

31 REPLACE SPALLED AND CRACKED BRICKS. SEE

AS-511

32 REPOINT SELECT MORTAR JOINTS, PROTECT

EXISTING METAL PLAQUES AT EXTERIOR; DO

NOT DAMAGE OR…