A.03 05_FRNC_Final Drawings_WJE Architecture.pdf

ABBREVIATIONS:

CLR CLEAR

CONC CONCRETE

DIA DIAMETER

EXIST EXISTING

EQ EQUAL

EW EACH WAY

HORIZ HORIZONTAL

LF LINEAL FEET

MAX MAXIMUM

MILS ONE THOUSANDTH OF AN INCH

MIN MINIMUM

NEW NEW

NTS NOT TO SCALE

OC ON CENTER

SF SQUARE FEET

S.S. STAINLESS STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

W/ WITH

VERT VERTICAL

VIF VERIFY IN FIELD

INDEX TO DRAWINGS:

A-001 GENERAL NOTES

AS100 SITE PLAN

A-101 HISTORIC WEST BOUNDARY WALL 1 AND 2

A-102 HISTORIC EAST BOUNDARY WALL

A-103 ACCESS STAIRS

A-104 WEST MAIN ENTRANCE GATES

A-105 EAST MAIN ENTRANCE GATES

A-106 ROSTRUM

A-501 CONCRETE DETAILS AT ROSTRUM AND ENTRY GATES

A-502 CONCRETE AND COATING DETAILS

A-503 CONCRETE DETAILS AT EAST BOUNDARY WALL

ARCHITECTURAL HISTORIC MATERIALS PRESERVATION SCOPE OF WORK

1. HISTORIC WEST BOUNDARY WALL 1:

1.A. REPLACE WALL DUE TO STRUCTURAL FAILURE.

1.B. REPLACEMENT WALL TO MATCH ORIGINAL IN GEOMETRY, COLOR, AND OVERALL AESTHETIC.

1.C. REPLICATE AND REPLACE MISSING FINIALS AND CAPITALS.

1.D. INSTALL SEPARATION BETWEEN PLANTER/SOIL AND CONCRETE FOOTING AND WALL.

1.E. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM THE WALL. REFER TO LANDSCAPE DRAWINGS.

2. HISTORIC WEST BOUNDARY WALL 2:

2.A. REPLACE WALL DUE TO EXTENSIVE DISTRESS AND FAILURE.

2.B. REPLACEMENT WALL TO MATCH ORIGINAL IN GEOMETRY, COLOR, AND OVERALL AESTHETIC.

2.C. REPLICATE AND REPLACE MISSING FINIALS AND CAPITALS.

2.D. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM WALLS.

3. HISTORIC EAST BOUNDARY WALL:

3.A. REPLICATE AND REPLACE MISSING FINIALS.

3.B. REPAIR CORROSION RELATED DISTRESS AND DETERIORATION AT WALL. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND

CONFIRM WITH ARCHITECT/ENGINEER PRIOR TO REMOVAL. ASSUME 500 SF FOR BIDDING.

3.C. REMOVE LOOSE AND DELAMINATED CONCRETE AT AREAS OF SCALING; SOUND SUBSTRATE TO REMAIN.

3.D. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM WALLS.

3.E. CLEAN ORGANIC GROWTH FROM WALL.

4. 3 SETS OF ACCESS STAIRS (SECTION E AND OFFICER SECTION A):

4.A. REMOVE AND REPLACE STAIRS.

4.B. MATCH TOP OR BOTTOM ELEVATION OF EXISTING STAIRS WHERE INDICATED.

4.C. ADD SLOPE TO TREADS TO FACILITATE DRAINAGE.

4.D. REPLACE HANDRAIL.

5. WEST MAIN ENTRANCE GATES:

5.A. REMOVE 100% OF EXISTING COATING FROM CONCRETE AND STEEL GATE COMPONENTS TO REMAIN.

5.B. OBSERVE EXPOSED CONCRETE FOR DISTRESS OR DAMAGE.

5.C. REPAIR CONCRETE AS NEEDED. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH ARCHITECT/ENGINEER

PRIOR TO REMOVAL. ASSUME 25 SF FOR BIDDING.

5.D. PATCH EXISTING FASTENER HOLES. ASSUME 10 LOCATIONS FOR BIDDING.

5.E. INSTALL NEW COATING AT CONCRETE AND STEEL GATE COMPONENTS TO REMAIN.

6. EAST MAIN ENTRANCE GATES:

6.A. REMOVE 100% OF EXISTING COATING FROM CONCRETE AND STEEL GATE COMPONENTS TO REMAIN.

6.B. OBSERVE EXPOSED CONCRETE FOR DISTRESS OR DAMAGE.

6.C. REPAIR CONCRETE AS NEEDED. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH ARCHITECT/ENGINEER

PRIOR TO REMOVAL. ASSUME 50 SF FOR BIDDING.

6.D. REPLACE PREVIOUS REPAIRS THAT ARE UNSOUND OR DO NOT MATCH TEXTURE OR ORIGINAL CONCRETE.

6.E. PATCH EXISTING FASTENER HOLES. ASSUME 10 LOCATIONS FOR BIDDING.

6.F. INSTALL NEW COATING AT CONCRETE AND STEEL GATE COMPONENTS TO REMAIN.

7. ROSTRUM:

7.A. REMOVE 100% OF EXISTING COATING TO EXPOSE CONCRETE AND STUCCO.

7.B. REMOVE EXISTING TRAFFIC MEMBRANE FROM CONCRETE SLAB ON GROUND WHERE INDICATED.

7.C. OBSERVE EXPOSED CONCRETE AND STUCCO FOR DISTRESS OR DAMAGE.

7.D. REPAIR CONCRETE AS NEEDED. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH ARCHITECT/ENGINEER

PRIOR TO REMOVAL. ASSUME 25 SF FOR BIDDING.

7.E. REPAIR STUCCO AS NEEDED. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH ARCHITECT/ENGINEER

PRIOR TO REMOVAL. ASSUME 20 SF FOR BIDDING.

7.F. INSTALL NEW COATING.

7.G. INSTALL NEW TRAFFIC MEMBRANE.

GENERAL NOTES

1. DO NOT DAMAGE EXISTING ROADWAYS, BUILDINGS, CURBS, FENCES, GATES AND OTHER FACILITIES ADJOINING OR NEAR

THE SITE. REPAIR OR REPLACE IN KIND AND QUALITY ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO ANY

EXISTING PROPERTY AT NO COST TO THE OWNER AND TO THE SATISFACTION OF ARCHITECT/ENGINEER AND THE OWNER.

2. KEEP THE OWNER AND THE ARCHITECT/ENGINEER INFORMED AND APPRISED OF PROGRESS SO THAT THE OWNER'S

REPRESENTATIVES AND CONSULTANTS MAY MAKE APPROPRIATE JOB SITE REVIEWS.

3. STRUCTURAL OBSERVATIONS AND OTHER JOBSITE REVIEWS MADE BY THE ENGINEER OR ARCHITECT ARE ONLY INTENDED

TO VERIFY THAT THE VISIBLE PORTIONS OF THE WORK IN THE AREAS BEING OBSERVED APPEAR TO BE IN GENERAL

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE DESIGN INTENT. STRUCTURAL OBSERVATION AND OTHER

JOBSITE REVIEWS ARE NOT INTENDED TO SERVE AS OR REPLACE INSPECTIONS BY THE BUILDING DEPARTMENT OR SPECIAL

INSPECTIONS REQUIRED BY THESE DRAWINGS OR THE BUILDING CODE.

4. THE CONTRACTOR MUST VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SINCE THESE ARE

EXISTING BUILDINGS/STRUCTURES, VERIFICATION OF EXISTING DIMENSIONS AND MATERIALS IS CRITICAL. NOTIFY

ARCHITECT/ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, AND DO NOT PROCEED WITH AFFECTED WORK UNTIL THE

DISCREPANCIES ARE RESOLVED.

5. DO NOT SCALE DRAWINGS.

6. DETAILS NOT SHOWN, INCLUDED ON DRAWINGS, OR CALLED FOR IN THESE NOTES MUST BE CONSTRUCTED TO SAME SIZE

AND CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN, DETAILED, OR SPECIFIED, SUBJECT TO THE APPROVAL OF

ARCHITECT/ENGINEER.

7. BEFORE COMMENCING CONSTRUCTION, PROTECT ALL EXISTING BUILDING/STRUCTURE SURFACES TO REMAIN. ANY DAMAGE

CAUSED BY THE CONTRACTOR'S OPERATIONS TO BUILDING/STRUCTURE ELEMENTS TO REMAIN MUST BE REPAIRED IN KIND

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE OWNER AND

ARCHITECT/ENGINEER.

8. PROVIDE ACCESS FOR THE ARCHITECT/ENGINEER TO REVIEW EXISTING CONDITIONS PRIOR TO INSTALLATION OF NEW WORK

FOR CONFORMANCE WITH PROJECT DOCUMENTS. ANY DEFECTIVE WORK WILL BE REPAIRED AT NO COST TO THE OWNER.

9. THESE DRAWINGS AND SPECIFICATIONS APPLY TO THE PROJECT IDENTIFIED IN THE TITLE BLOCK ONLY AND MUST NOT BE

USED FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF WJE.

1.0 GENERAL

A. GENERAL CONDITIONS

1. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF REPAIR WORK.

B. EXISTING CONDITIONS

1. AREAS OF REPAIR TO BE IDENTIFIED BY CONTRACTOR AND VERIFIED BY ARCHITECT/ENGINEER AND OWNER.

C. PROTECTION

1. TAKE PRECAUTIONS TO ENSURE SAFETY OF PEOPLE, INCLUDING TENANTS AND WORKMEN, AND PROTECTION OF PROPERTY

INCLUDING ADJACENT BUILDING ELEMENTS. LIMIT ACCESS TO WORK AREAS. ASSUME RESPONSIBILITY FOR INJURY TO

PERSONS OR DAMAGE TO PROPERTY DUE TO WORK AND REMEDY AT NO COST TO OWNER.

2. REMOVE AND DISPOSE OF IN A PROPER MANNER (OFF-SITE) ALL EXISTING MATERIAL REMOVED FROM THE

BUILDINGS/STRUCTURES DURING THE COURSE OF THE WORK ON A DAILY BASIS. REMOVAL AND DISPOSAL MUST BE

SATISFACTORY TO THE ARCHITECT/ENGINEER AND OWNER.

3. CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING THE WATER TIGHTNESS OF THE AREAS OF THE STRUCTURE BEING

WORKED ON DURING THE COURSE OF THE WORK. PROVIDE TEMPORARY PROTECTION OF THE EXISTING CONSTRUCTION

FROM THE WEATHER UNTIL REMOVED PORTIONS ARE COMPLETELY REPLACED WITH NEW CONSTRUCTION. THE COST OF

DAMAGE TO REPAIRS MUST BE MADE AT NO COST TO THE OWNER.

D. CONTRACTOR MUST SUBMIT DEMOLITION AND CONSTRUCTION SCHEDULES TO THE OWNER AND ARCHITECT/ENGINEER FOR

APPROVAL PRIOR TO BEGINNING DEMOLITION.

E. DELIVER, STORE, AND HANDLE MATERIALS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND TO PREVENT DAMAGE TO

MATERIALS AND STRUCTURE. LIMIT STORED MATERIALS ON STRUCTURE TO SAFE LOADING CAPACITY OF STRUCTURE. REMOVE

AND REPLACE MATERIALS THAT CANNOT BE APPLIED WITHIN STATED SHELF LIFE.

F. ELECTRICITY WILL NOT BE MADE AVAILABLE FROM BUILDING OR SITE FOR CONSTRUCTION PURPOSES. WATER WILL BE AVAILABLE

FROM AREAS IDENTIFIED ACCEPTABLE BY THE OWNER.

G. WARRANTY

1. CONTRACTOR TO OBTAIN WRITTEN WARRANTY FROM MANUFACTURER AND INSTALLER FOR PERIOD OF 5 YEARS FROM DATE

OF SUBSTANTIAL COMPLETION.

HISTORIC NOTES

1. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION.

DESIGN CRITERIA

1. DEPARTMENT OF DEFENSE UNIFIED FACILITIES CRITERIA (UFC).

2. 2018 INTERNATIONAL BUILDING CODE (IBC).

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

O

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

P S

F

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I L E

A M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

G

U

N T

Y

C

A L I F

O R

N I A

F O

R

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R I

W

L L

R

E H

A B

I L I T

A T

I O

N

A

D

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i r s

H

L M

H

A H

L M

H

A H

G E

N E

R A

L

N

O T

E S

A-001

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

No. C80977

Exp.03/31/21

W P

L R

A d w g

10-15-2020

HISTORIC WEST BOUNDARY WALL 1

SEE A-101. REFER TO CD101, CS101, AND S-501

FOR ADDITIONAL INFORMATION.

HISTORIC WEST BOUNDARY WALL 2

SEE A-101. REFER TO CD101, CS101, AND S-501

FOR ADDITIONAL INFORMATION.

HISTORIC EAST BOUNDARY WALL

SEE A-102. REFER TO CD104 AND CS104 FOR ADDITIONAL INFORMATION.

3 SETS OF ACCESS STAIRS (SECTION E

AND OFFICER SECTION A)

SEE A-103. REFER TO CD102 AND

CS102 FOR ADDITIONAL INFORMATION

ROSTRUM

SEE A-106. REFER TO CS102 FOR

ADDITIONAL INFORMATION.

EAST MAIN ENTRANCE GATES

SEE A-105. REFER TO CD103 AND

CS103 FOR ADDITIONAL INFORMATION.

WEST MAIN ENTRANCE GATES

SEE A-104. REFER TO CD103 AND

CS103 FOR ADDITIONAL INFORMATION.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

S I T

E

P

L A

N

AS100

SCALE: NTS

SITE PLAN

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

W P

L R

A

S d w

1'-0"

10"

8"

VARIES. REFER TO CIVIL DRAWINGS

1.5"

CONC WALL BELOW

A-101

A-101

TOP OF CONC WALL

CONC COLUMN AND

FINIAL

HISTORIC WEST BOUNDARY WALL 1 SCOPE OF WORK:

1. REPLACE WALL DUE TO STRUCTURAL FAILURE.

2. REPLACEMENT WALL TO MATCH ORIGINAL IN GEOMETRY, COLOR, AND OVERALL AESTHETIC.

3. REPLICATE AND REPLACE MISSING FINIALS AND CAPITALS.

4. INSTALL SEPARATION BETWEEN PLANTER/SOIL AND CONCRETE FOOTING AND WALL.

5. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM THE WALL.

6. REFER TO STRUCTURAL, CIVIL, AND LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION.

HISTORIC WEST BOUNDARY WALL 2 SCOPE OF WORK:

1. REPLACE WALL DUE TO EXTENSIVE DISTRESS AND FAILURE.

2. REPLACEMENT WALL TO MATCH ORIGINAL IN GEOMETRY, COLOR, AND OVERALL AESTHETIC.

3. REPLICATE AND REPLACE MISSING FINIALS AND CAPITALS.

4. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM WALLS.

5. REFER TO STRUCTURAL, CIVIL, AND LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION.

A-101

10"

1'-0"

1"

8"

REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR

FOOTING, GRADING, AND MOW CURB INFORMATION

CONC WALL. MATCH

COLOR, FINISH AND

TEXTURE AS

EXISTING

TOP OF CONC

WALL

V A

R I E

S

R

E F

C

I V

I L

A

R

U C

T U

R A

L

D

R A

W I N

G S

REFER TO STRUCTURAL

DRAWINGS FOR WALL

REINFORCING

V A

R I E

S

CONC FINIAL AT

TOP OF COLUMN

CONC WALL EITHER SIDE

OF COLUMN, LOCATION

VARIES. SEE STRUCTURAL

AND CIVIL DRAWINGS

CONC COLUMN. MATCH

COLOR, FINISH AND

TEXTURE AS EXISTING

V A

R I E

S

R

E F

C

I V

I L

A

R

U C

T U

R A

L

D

R A

W I N

G S

REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR

FOOTING, GRADING, AND MOW CURB INFORMATION

REFER TO STRUCTURAL

DRAWINGS FOR COLUMN

REINFORCING

REFER TO CIVIL AND STRUCTURAL

DRAWINGS FOR FOOTING, GRADING,

AND MOW CURB INFORMATION

VARIES. REFER TO CIVIL DRAWINGS

V A

R I E

S

V A

R I E

S

V A

R I E

S

R

E F

C

I V

I L

A

R

U C

T U

R A

L

D

R A

W I N

G S

CONC COLUMN

TOP OF CONC

WALL

CONC FINIAL

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

H I S

T O

R

S

T

B

O U

N D

A R

Y

W

A L L

A

A-101

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

PLAN DETAIL OF REBUILT WEST BOUNDARY WALLS 1 AND 2

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

SECTION AT WALL

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

SECTION AT COLUMN

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

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

ELEVATION AT WALL

W P

L R

A d w

SCOPE OF WORK

1. REPLICATE AND REPLACE MISSING FINIALS.

2. REPAIR CORROSION RELATED DISTRESS AND DETERIORATION AT WALL. SEE DETAILS 1, 2, 3, 4, AND 5 ON A-503. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH

ARCHITECT/ENGINEER PRIOR TO REMOVAL.

3. REMOVE LOOSE AND DELAMINATED CONCRETE AT AREAS OF SCALING; SOUND SUBSTRATE TO REMAIN.

4. REDIRECT SPRINKLERS AND IRRIGATION AWAY FROM WALLS.

5. CLEAN ORGANIC GROWTH FROM WALL.

6. REFER TO CS104 FOR ADDITIONAL INFORMATION.

REPAIR CORROSION RELATED DISTRESS AND DETERIORATION AT WALL. SEE DETAILS 1, 2, 3, 4, AND 5 ON A-503. CONTRACTOR TO IDENTIFY REPAIR LOCATIONS AND CONFIRM WITH

REMOVE LOOSE AND DELAMINATED CONCRETE AT AREAS OF SCALING; SOUND SUBSTRATE TO REMAIN.

STAINING AND

ORGANIC GROWTH.

CLEAN PER A-503

SPALLED CONCRETE

AND EXPOSED

REINFORCEMENT.

REPAIR PER A-503

CONCRETE SURFACE

SCALING. REMOVE LOOSE

AND DELAMINATED

CONCRETE; SOUND

SUBSTRATE TO REMAIN.

SEE CIVIL DRAWINGS

FOR SWALE REPAIRS ORGANIC GROWTH.

DELAMINATED AND CRACKED

CONCRETE. REPAIR PER A-503

CONCRETE SURFACE SCALING.

REMOVE LOOSE AND

DELAMINATED CONCRETE;

SOUND SUBSTRATE TO REMAIN.

PREVIOUS

REPAIRS/REPLACEMENT

SPALLED CONCRETE AND EXPOSED

REINFORCEMENT AT CAP EDGE.

REPAIR PER 5/A-503

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

H I S

T O

R

S

T

B

O U

N D

A R

Y

W

A L L

A-102

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

NTS

EAST BOUNDARY WALL PARTIAL WEST ELEVATION

SCALE: NTS

EAST BOUNDARY WALL PARTIAL EAST ELEVATION

SCALE: NTS

EAST BOUNDARY WALL TYPICAL CONDITIONS

SCALE: NTS

EAST BOUNDARY WALL TYPICAL

CONCRETE CONDITIONS

SCALE: NTS

EAST BOUNDARY WALL TYPICAL PREVIOUS

REPAIR CONDITION

SCALE: NTS

EAST BOUNDARY WALL CAP EDGE CONDITION

W P

L R

A d w

REMOVE AND REPLACE ACCESS STAIR AND RAILING.

SALVAGE EXIST RAILING FOR HISTORIC RECORDS. SEE

3/A-103

REMOVE AND REPLACE ACCESS STAIR AND RAILING.

SALVAGE EXIST RAILING FOR HISTORIC RECORDS. SEE

4/A-103

REMOVE AND REPLACE ACCESS STAIR AND RAILING.

SALVAGE EXIST RAILING FOR HISTORIC RECORDS. SEE

6/A-103

1'-2", TYP

T Y

P

1'-8

1'-9"

EXIST CURB TO

REMAIN

EXIST ROAD TO

REMAIN

8"

SET TOP OF STAIR

FLUSH WITH EXIST

CURB

" WIDE

EXPANSION JOINT.

SEE 8/A-103

V I F

#3 NOSING BAR,

TYP. 1" COVER

NEW CONC STAIR

ON GRADE WITH

SLIP RESISTANT

CONC FINISH

RADIUS

" MAX

2% TYP

#4 AT 12" OC, EW

BOTTOM AND END OF

CHEEK WALL (BEYOND)

NEW COATED 1-1/2" DIA (OUTSIDE)

PIPE RAILING (BEYOND). MATCH

EXIST AESTHETICS. BEND PIPE AT

JOINTS TO MATCH EXIST

1'-2" MIN

EQEQ

WEEP HOLE AT

POST BASE, TYP

8"

T

Y

P

ANTI-SLIP GROOVED

NOSE, TYP. SEE 9/A-103

A-103

INSTALL ADDITIONAL POST

HALFWAY BETWEEN TOP AND

BOTTOM POSTS

90 DEGREE ELBOW PIPE FITTING AT TOP OF

STAIR, ONE LOCATION PER RAILING

12" MIN

7"

DO NOT EXTEND

RAILING INTO ROAD

RE-GRADE FLUSH

WITH NEW STAIR

NEW CONCRETE

CHEEK WALL (BEYOND)

EXIST GRADE

ELEVATION

NOTE: DO NOT DISTURB ADJACENT BURIAL

SITES. CONFIRM LAYOUT AND EXTENT OF

ADJACENT BURIAL SITES PRIOR TO EXCAVATION.

7"

EXIST ROAD TO

REMAIN.

REPAIR AS

NECESSARY

TO INSTALL

DETAIL

1'-1

" VIF

1'-0", TYP

T Y

P

1'-0"

NEW COATED 1-1/2" DIA (OUTSIDE) PIPE RAILING (BEYOND). MATCH

EXIST AESTHETICS. BEND PIPE AT JOINTS TO MATCH EXIST

NEW

CONCRETE

CHEEK WALL

(BEYOND)

SET FLUSH WITH

EXIST ROAD

FACE OF EXIST STONE

WALL (BEYOND). ALIGN

NEW CHEEK WALL WITH

WALL TO MATCH EXIST

" WIDE EXPANSION

JOINT. SEE 8/A-103

#3 NOSING

BAR, TYP.

1" COVER

NEW CONC STAIR ON

GRADE WITH SLIP

RESISTANT CONC FINISH

RADIUS

" MAX

BOTTOM AND END OF

CHEEK WALL (BEYOND)

2% TYP

8"

V

I F

8"

RE-GRADE

FLUSH WITH

NEW STAIR

EXIST GRADE

ELEVATION

#4 AT 12" OC, EW

6"

WEEP HOLE AT

POST BASE, TYP

T

Y

P

ANTI-SLIP GROOVED

NOSE, TYP. SEE 9/A-103

A-103

90 DEGREE ELBOW PIPE

FITTING AT TOP OF STAIR, ONE

LOCATION PER RAILING

12" MIN

7"

NOTE: DO NOT DISTURB ADJACENT BURIAL

SITES. CONFIRM LAYOUT AND EXTENT OF

ADJACENT BURIAL SITES PRIOR TO EXCAVATION.

SHIFT ENTIRE STAIR 12" FROM EXIST LOCATION,

LENGTHENING BOTTOM LANDING. NOTIFY

ARCHITECT/ ENGINEER IF SHIFTED STAIR WILL

DISTURB ADJACENT BURIAL SITES.

1'-0"

ALIGN EDGE OF RAILING

WITH EDGE OF CHEEK WALL

BELOW. DO NOT EXTEND

RAILING INTO ROAD

7"

1'-3

1'-2", TYP

T Y

P

1'-2"

EXIST CURB TO

REMAIN

EXIST ROAD TO

REMAIN

#3 NOSING BAR,

TYP. 1" COVER

NEW CONC STAIR ON

GRADE WITH SLIP

RESISTANT CONC FINISH

INSTALL TWO ADDITIONAL POSTS

AT THIRD POINTS BETWEEN TOP

AND BOTTOM POSTS

NEW CONCRETE

CHEEK WALL (BEYOND)

EXIST GRADE ELEVATION

SET TOP OF STAIR

FLUSH WITH EXIST

CURB

" WIDE

EXPANSION JOINT.

SEE 8/A-103

RADIUS

" MAX

8"

2% TYP

8"

V I F

BOTTOM AND END OF

CHEEK WALL (BEYOND)

#4 AT 12" OC, EW

7'-8"

RE-GRADE FLUSH WITH

NEW STAIR

7" 7"

EQEQ

NEW COATED 1-1/2" DIA (OUTSIDE) PIPE

RAILING. MATCH EXIST AESTHETICS

#4 AT 12"

OC, EW

V A

R I E

S

TOP OF STAIR TREAD

BENT #4 DOWEL AT 12" OC,

WITH PLASTIC SLEEVE IN

STAIR SLAB, 12" EMBED

" WIDE EXPANSION JOINT,

BOTH SIDES. SEE 8/A-103

CONC CHEEK WALL

BENT #4 DOWEL INTO BOTTOM

STAIR FOOTING, WITH PLASTIC

SLEEVE IN FOOTING, 12" EMBED

(BEYOND) (SIM AT TOP FOOTING)

BOTTOM STAIR

FOOTING (BEYOND)

COMPACTED AGGREGATE BASE.

REFER TO SPECIFICATION FOR

MORE INFORMATION

COMPACTED FILL. REFER TO

SPECIFICATIONS FOR MORE

INFORMATION

SEALANT

BACKER ROD

EXPANSIVE

MATERIAL

1'-2" MIN

EQ EQ

WEEP HOLE AT

POST BASE, TYP

MATCH EXIST GRADE

ELEVATION, BOTH SIDES

T

Y

P

NEW COATED 1-1/2" DIA (OUTSIDE)

PIPE RAILING (BEYOND). MATCH EXIST

AESTHETICS. BEND PIPE AT JOINTS TO

MATCH EXIST

ANTI-SLIP

GROOVED

NOSE, TYP.

SEE 9/A-103

A-103

(4) TROWELLED-IN TACTILE

V-SHAPED GROOVES,

DEEP, SPACED AT

" ON

CENTER. EXTEND FULL

WIDTH OF EACH STAIR

CONCRETE STAIR

NOSING BAR

COAT EDGE OF STAIR

AT GROOVES, COLOR

TO BE SELECTED BY

OWNER

6" DEEP PREFORMED OR CORE

DRILLED POST HOLE. SET POST

IN NON-SHRINK GROUT.

90 DEGREE ELBOW PIPE FITTING AT TOP OF

STAIR, ONE LOCATION PER RAILING

12" MIN

7"

ALIGN EDGE OF RAILING WITH EDGE OF STAIR

BELOW. DO NOT EXTEND RAILING INTO ROAD

NOTE: DO NOT DISTURB ADJACENT BURIAL

SITES. CONFIRM LAYOUT AND EXTENT OF

ADJACENT BURIAL SITES PRIOR TO EXCAVATION.

7"

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

A C

C E

A

I R

S

A-103

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

SCALE: 1" = 1'-0"

NORTHWEST ACCESS STAIR EXISTING CONDITION

SCALE: 1" = 1'-0"

SOUTH ACCESS STAIR EXISTING CONDITION

SCALE: 1" = 1'-0"

NORTHEAST ACCESS STAIR EXISTING CONDITION

SCALE: 3/4" = 1'-0"

SECTION AT NEW SOUTH ACCESS STAIR

SCALE: 3/4" = 1'-0"

SECTION AT NEW NORTHWEST ACCESS STAIR

SCALE: 3/4" = 1'-0"

SECTION AT NEW NORTHEAST ACCESS STAIR

SCALE: NTS

TYPICAL EXPANSION JOINT

SCALE: 3/4" = 1'-0"

TYPICAL STAIR SECTION

SCALE: NTS

TYPICAL ANTI-SLIP

GROOVED NOSE

W P

L R

A d w

EAST ELEVATION OF WEST ENTRANCE GATE NORTHERN PORTION OF WEST ENTRANCE GATE (WEST ELEVATION)SOUTHERN PORTION OF WEST ENTRANCE GATE (SOUTH ELEVATION)

SCOPE OF WORK (SEE DASHED LINES FOR EXTENT OF WORK):

1. REMOVE 100% OF EXIST COATING FROM ALL CONC GATE COMPONENTS, INCLUDING ALL SIDES OF COLUMNS AND WALLS. SEE 1/A-502. REMOVE 100% OF EXIST COATING FROM

STEEL GATE COMPONENTS TO REMAIN.

2. SURVEY EXPOSED CONC FOR DISTRESS OR DAMAGE (VISUAL AND HAMMER SOUNDING). REPAIR AS NEEDED. SEE DETAILS 1, 2, 3, 4, AND 8 ON A-501.

3. REPLACE PREVIOUS CONC REPAIRS THAT ARE UNSOUND OR DO NOT MATCH TEXTURE OF ORIGINAL CONC. SEE DETAILS 1, 2, 3, 4, AND 8 ON A-501.

4. PATCH ALL EXIST FASTENER HOLES. SEE 5/A-502.

5. INSTALL NEW COATING AT CONC; COLOR TO BE SELECTED BY OWNER. SEE DETAILS 1, 2, 3, AND 4 ON A-502. INSTALL NEW COATING AT STEEL GATE COMPONENTS TO REMAIN.

TYP BLISTERING AND

PEELING OF COATING

TYP PEELING COATING

AT WALL COPING

PATCH ALL EXIST

FASTENER HOLES. SEE

5/A-502

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

W E

M

T

R A

N C

E

G

A T

E S

A-104

SCALE: NTS

WEST MAIN ENTRANCE GATE ELEVATION

SCALE: NTS

TYPICAL COATING CONDITION

SCALE: NTS

TYPICAL COATING CONDITION AT WALL COPING

SCALE: NTS

TYPICAL CONDITION AT EXISTING FASTENER HOLES

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

W P

L R

A d w

SCOPE OF WORK (SEE DASHED LINES FOR EXTENT OF WORK):

1. REMOVE 100% OF EXIST COATING FROM ALL CONC GATE COMPONENTS, INCLUDING ALL SIDES OF COLUMNS AND WALLS. SEE 1/A-502. REMOVE 100% OF EXIST

COATING FROM STEEL GATE COMPONENTS TO REMAIN.

2. SURVEY EXPOSED CONC FOR DISTRESS OR DAMAGE (VISUAL AND HAMMER SOUNDING). REPAIR AS NEEDED. SEE DETAILS 1, 2, 3, 4, AND 8 ON A-501.

3. REPLACE PREVIOUS CONC REPAIRS THAT ARE UNSOUND OR DO NOT MATCH TEXTURE OF ORIGINAL CONC. SEE DETAILS 1, 2, 3, 4, AND 8 ON A-501.

4. PATCH ALL EXIST FASTENER HOLES. SEE 5/A-502.

5. INSTALL NEW COATING; COLOR TO BE SELECTED BY OWNER. SEE DETAILS 1, 2, 3, AND 4 ON A-502. INSTALL NEW COATING AT STEEL GATE COMPONENTS TO REMAIN.

WEST ELEVATION OF EAST ENTRANCE GATE SOUTHERN PORTION OF EAST ENTRANCE GATE (WEST ELEVATION)NORTHERN PORTION OF EAST ENTRANCE GATE (WEST ELEVATION)

TYP SCALING AND

BLISTERING OF COATING

TYP SCALING AND

BLISTERING OF COATING

TYP BLISTERING OF COATING

PATCH ALL EXIST FASTENER HOLES.

SEE 5/A-502

REPLACE PREVIOUS REPAIRS (PERFORMED

BY OTHERS) THAT ARE UNSOUND OR DO NOT

MATCH TEXTURE OF ORIGINAL CONC (TYP).

SEE DETAILS 1, 2, 3, 4, AND 8 ON A-501.

TYP CRACKING AND

DELAM OF CONC

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

E A

T

R A

N C

E

G

A T

E S

A-105

SCALE: NTS

EAST MAIN ENTRANCE GATE ELEVATION

SCALE: NTS

TYPICAL COATING BLISTERING AND SCALING 2

SCALE: NTS

TYPICAL COATING BLISTERING AND SCALING

SCALE: NTS

TYPICAL COATING BLISTERING

SCALE: NTS

TYPICAL EXISTING FASTENER HOLES

SCALE: NTS

TYPICAL PREVIOUS CONCRETE REPAIR

SCALE: NTS

TYPICAL CRACKING AND DELAMINATION OF CONC

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

W P

L R

A d w

REMOVE 100% OF EXIST COATING FROM ALL STUCCO

COMPONENTS, INCLUDING BACKSIDE OF WALLS AND BENCH,

TO EXPOSE EXIST STUCCO AND CONCRETE, SEE 1/A-502.

SURVEY EXPOSED STUCCO AND CONC FOR DISTRESS OR

DAMAGE AND REPAIR AS NEEDED, SEE DETAILS 1, 9, 10, AND

11 ON A-501. INSTALL NEW COATING; COLOR TO BE

SELECTED BY OWNER, SEE DETAILS 1, 2, 3, AND 4 ON A-502.

REMOVE EXIST MEMBRANE AT

HORIZONTAL SURFACES, INCLUDING AT

STEPS AND MAIN SLAB AREA. SURVEY

EXPOSED CONC FOR DISTRESS OR

DAMAGE AND REPAIR AS NEEDED PER

6/A-502. INSTALL NEW MEMBRANE; COLOR

TO BE SELECTED BY OWNER. SEE 7/A-502,

8/A-502, AND 9/A-502.

A-106

A-106

A-502

TYP.

BASE OF WALL

A-502

TYP.

SEE CS102 FOR

LOCATIONS AND

DETAILS OF NEW DRAIN

PIPES THROUGH WALLS

STUCCO DISTRESS AND CRACKING AT EXIST

BENCH, TYP

TYP CRACKING AT EXIST BENCH

TYP AREA OF STUCCO DELAMINATIONTYP STUCCO CRACKING

TYPICAL CONC SLAB DISTRESS

UNDER EXIST MEMBRANE

TYPICAL MEMBRANE CRACKINGTYPICAL STUCCO

DISTRESS/CRACKING

EXIST STUCCO-CLAD BENCH

BRACKETS, 4 INCH WIDE

EXIST COATED CONC BENCH

EXIST STUCCO-CLAD WALL

EXIST CONC SLAB

EXIST PLANTER

REPAIR STUCCO AND CONC

DISTRESS PER 11/A-501

EXIST COATED

CONC BENCH

EXIST CONC SLAB

EXIST STUCCO-CLAD

WALL

EXIST STUCCO-CLAD

BENCH BRACKET.

REPAIR STUCCO AND

CONC DISTRESS

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

R O

S T

R U

M

A-106

SCALE: NTS

ROSTRUM ELEVATION

SCALE: NTS

TYPICAL STUCCO DISTRESS UNDER BENCH

SCALE: NTS

TYPICAL CRACKING AT BENCH

SCALE: NTS

TYPICAL STUCCO DELAMINATION

SCALE: NTS

TYPICAL STUCCO CRACKING

SCALE: NTS

TYPICAL MEMBRANE DISTRESS

SCALE: NTS

TYPICAL STUCCO DISTRESS

AND MEMBRANE CRACKING

SCALE: 1" = 1'-0"

ROSTRUM BENCH AND BACK WALL SECTION

SCALE: 1" = 1'-0"

ROSTRUM BENCH AND BACK WALL ELEVATION

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

W P

L R

A d w

" MIN

REPAIR FLUSH WITH EXISTING CONCRETE UNLESS

OTHERWISE DIRECTED BY ARCHITECT/ENGINEER.

SUPPLEMENTAL

INCH S.S. THREADED ROD SET IN

EPOXY ADHESIVE WITH MIN 3 INCH EMBED (TYP),

SEE 5/A-501. ARCHITECT/ENGINEER TO CONFIRM

LOCATION OF SUPPLEMENTAL RODS. ASSUMED 2

RODS PER REPAIR AREA.

EXISTING REINFORCING BARS. IF EXPOSED, ABRASIVELY

CLEAN AND COAT WITH CORROSION INHIBITING COATING.

CUT ENDS OF STRAIGHT BARS TO PROVIDE MIN. 1

INCH

OF CLEAR COVER. DO NOT CUT HOOKED BARS.

NEW COATING

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA

4" MIN

REPAIR FLUSH WITH EXISTING

CONCRETE UNLESS

OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

EXISTING REINFORCING BARS.

(ABRASIVELY CLEAN AND COAT

WITH CORROSION INHIBITING

COATING WHERE EXPOSED).

CUT ENDS OF STRAIGHT BARS

TO PROVIDE MIN 1

INCH OF

CLEAR COVER. DO NOT CUT

HOOKED BARS.

REMOVE CONCRETE TO A MIN

DEPTH OF

INCH CLEAR BEHIND

EXISTING REINFORCING BARS

OR 4 INCH MIN TOTAL DEPTH,

WHICHEVER IS GREATER.

INCH DEEP SAW CUT

AROUND PERIMETER OF

REPAIR AREA.

SUPPLEMENTAL L-SHAPED

INCH S.S. THREADED RODS

SET IN EPOXY ADHESIVE

WITH MIN 3 INCH EMBED AT

8-INCH OC (TYP), SEE 5/A-501.

" MIN COVER.

NEW COATING

8" +/- VIF

NEW COATING

REMOVE UNSOUND AND SOUND CONC FROM

REPAIR AREA. RESTORE ORIGINAL

CROSS-SECTION USING FORMED REPAIR CONC

REPAIR CONCRETE FLUSH WITH EXISTING

CONCRETE UNLESS OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

ABRASIVE BLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

EXIST REINFORCING BARS. (ABRASIVE BLAST

CLEAN AND PAINT WITH CORROSION

INHIBITING COATING WHERE EXPOSED)

SUPPLEMENTAL #3 EPOXY COATED

REINFORCING BAR SET IN EPOXY ADHESIVE

WITH MIN 4 INCH EMBED, SEE 5/A-501. ASSUME

12-INCH OC BOTH DIRECTIONS (TYP)

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA.

REMOVE CONCRETE TO A MIN DEPTH OF

INCH

CLEAR BEHIND EXISTING REINFORCING BARS OR 4

INCH MIN TOTAL DEPTH, WHICHEVER IS GREATER

4" MIN

MIN

INCH ON CONCRETE, STUCCO, OR MASONRY

MIN

INCH ON METAL OR GLASS

MIN

INCH TO

INCH FOR SILICONE SEALANTS

MIN

INCH TO

INCH FOR URETHANE SEALANTS

PROVIDE AN "HOURGLASS" PROFILE WHERE POSSIBLE (B>T)

PROVIDE MIN 2:1 LENGTH TO THICKNESS RATIO (H:T)

"B" BOND LINE

"T" SEALANT THICKNESS

SEALANT BEAD PROFILE

SEALANT CHART

W D

INCH

TO

INCH

TO 1 INCH

GREATER THAN 1 INCH

INCH

INCH

W/2

W/2

D

W

DRILL HOLE PER ADHESIVE MANUFACTURER'S

RECOMMENDATIONS AND REQUIREMENTS. CLEAN

HOLE THOROUGHLY WITH CLEAN COMPRESSED AIR

AND STIFF WIRE BRUSH TO REMOVE ALL DUST AND

DEBRIS PRIOR TO DOWEL INSTALLATION PER

MANUFACTURER'S REQUIREMENTS.

#3 EPOXY COATED STEEL REINFORCING BAR OR

1/4-INCH DIA STAINLESS STEEL DOWEL. SET USING

EPOXY ADHESIVE INTO EXISTING CONCRETE.

4" MIN

(UON)

NOTES:

1. CLEAN ALL MACHINING OIL, RESIDUE, OR OTHER

SURFACE CONTAMINANTS FROM DOWEL THAT

MAY INHIBIT BOND WITH EPOXY ADHESIVE.

2. INSTALL AT LOCATIONS DESIGNATED BY

ARCHITECT/ENGINEER.

4" MIN

REPAIR FLUSH WITH EXISTING

CONCRETE UNLESS

OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

EXISTING REINFORCING BARS.

(ABRASIVELY CLEAN AND COAT

WITH CORROSION INHIBITING

COATING WHERE EXPOSED).

CUT ENDS OF STRAIGHT BARS

TO PROVIDE MIN 1

INCH OF

CLEAR COVER. DO NOT CUT

HOOKED BARS.

REMOVE CONCRETE TO A MIN

DEPTH OF

INCH CLEAR BEHIND

EXISTING REINFORCING BARS OR

4 INCH MIN TOTAL DEPTH,

WHICHEVER IS GREATER.

INCH DEEP SAW CUT

AROUND PERIMETER OF

REPAIR AREA.

SUPPLEMENTAL L-SHAPED

INCH S.S. THREADED

RODS SET IN EPOXY

ADHESIVE WITH MIN 3 INCH

EMBED AT 8-INCH OC (TYP),

SEE 5/A-501

NEW COATING

EXIST ONE-COAT STUCCO TO

REMAIN

EXIST ONE-COAT STUCCO

TO REMAIN

NEW DIRECT-APPLIED ONE-COAT

STUCCO. TEXTURED FINISH TO

MATCH EXIST

" MIN

REPAIR FLUSH WITH EXISTING CONCRETE UNLESS

OTHERWISE DIRECTED BY ARCHITECT/ENGINEER.

SUPPLEMENTAL

INCH S.S. THREADED ROD SET IN

EPOXY ADHESIVE WITH MIN 3 INCH EMBED (TYP),

SEE 5/A-501. ARCHITECT/ENGINEER TO CONFIRM

LOCATION OF SUPPLEMENTAL RODS. ASSUMED 2

RODS PER REPAIR AREA.

EXISTING REINFORCING BARS. IF EXPOSED, ABRASIVELY

CLEAN AND COAT WITH CORROSION INHIBITING COATING.

CUT ENDS OF STRAIGHT BARS TO PROVIDE MIN. 1 1/2" OF

CLEAR COVER. DO NOT CUT HOOKED BARS.

NEW COATING

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA

EXIST ONE-COAT STUCCO TO REMAIN

NEW DIRECT-APPLIED ONE-COAT STUCCO.

TEXTURED FINISH TO MATCH EXIST

REMOVE CONCRETE TO A MIN DEPTH OF

INCH

CLEAR BEHIND EXISTING REINFORCING BARS OR 4

INCH MIN TOTAL DEPTH, WHICHEVER IS GREATER

4" MIN

NEW COATING

REPAIR CONCRETE FLUSH WITH EXISTING

CONCRETE UNLESS OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

ABRASIVE BLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

EXIST REINFORCING BARS. (ABRASIVE BLAST

CLEAN AND PAINT WITH CORROSION

INHIBITING COATING WHERE EXPOSED)

SUPPLEMENTAL #3 EPOXY COATED REINFORCING

BAR SET IN EPOXY ADHESIVE WITH MIN 4" EMBED,

SEE 5/A-501. ASSUME 12-INCH OC BOTH

DIRECTIONS (TYP)

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA.

NEW DIRECT-APPLIED ONE-COAT STUCCO.

TEXTURED FINISH TO MATCH EXIST

EXIST ONE-COAT STUCCO TO REMAIN

REMOVE UNSOUND AND SOUND CONC FROM

REPAIR AREA. RESTORE ORIGINAL

CROSS-SECTION USING FORMED REPAIR CONC

ROUT CRACK USING V-SHAPED GRINDER.

CLEAN AND PRIME CONCRETE.

EXISTING CRACK GREATER THAN 15 MILS OR PER

COATING MANUFACTURERS REQUIREMENTS

M

A X

NEW COATING

SECOND LIFT OF SEALANT. TOOL FLUSH WITH CONCRETE.

CLEAN EXCESS SEALANT FROM SIDES OF CONCRETE.

FIRST LIFT OF SEALANT. TOOL SEALANT CONCAVE.

CONCRETE REPAIR NOTES:

1. CONTRACTOR TO HAMMER SOUND ALL CONCRETE SURFACES IN WORK AREA AND MARK DELAMINATED AREAS. ARCHITECT/ENGINEER TO CONFIRM AREAS BEFORE REMOVAL. ASSUME 100 SF OF

PARTIAL DEPTH CONCRETE REPAIRS FOR BIDDING.

2. INSTALL SHORING AS REQUIRED.

3. REMOVE ALL LOOSE CONCRETE FROM THE DETERIORATED AREA.

4. MAKE A SAW CUT AROUND THE ENTIRE PERIMETER OF EACH AFFECTED AREA. THE SAW CUT SHALL BE MADE NO CLOSER THAN 2 INCHES TO THE PERIMETER OF THE AREA OF DETERIORATION.

THE CUT SHALL BE MADE TO A DEPTH OF 3/4 INCH, IF POSSIBLE. REMOVAL AREAS SHOULD BE RECTANGULAR IN SHAPE AND MADE WITH STRAIGHT LINES. IF THERE ARE AREAS AROUND THE

PERIMETER OF THE DETERIORATED AREAS WHERE STEEL REINFORCING IS CLOSER TO THE SURFACE THAN 3/4 INCH, THEN NO SAW CUT SHALL BE MADE IN THOSE AREAS. INSTEAD OF A SAW CUT, THE PERIMETER OF THE AREA SHALL BE CAREFULLY CHIPPED AWAY WITH A LIGHT DUTY CHIPPING HAMMER TO ACHIEVE AS CLOSE TO A SMOOTH UNIFORM EDGE AS POSSIBLE (I.E., SIMULATE A

SAW CUT PERIMETER).

5. CHIP AND REMOVE ALL LOOSE AND UNSOUND CONCRETE IN THE AREA BOUNDED BY THE SAW CUTS AND CHIPPING USING A CHIPPING HAMMER OF NOMINAL 15-LB CLASS OR LESS. CONTINUE TO

CHIP INTO THE UNDERLYING SOUND CONCRETE AND REMOVE IT TO A DEPTH OF AT LEAST 3/4 INCH BEHIND THE EXPOSED REINFORCING STEEL. TAKE CARE NOT TO EXCESSIVELY VIBRATE THE

EXPOSED REINFORCING WITH THE CHIPPING HAMMER, IN ORDER TO AVOID FRACTURING ANY OF THE CONCRETE THAT IS BONDED TO THE REINFORCEMENT OUTSIDE THE PERIMETER OF THE

PATCH.

6. ABRASIVELY BLAST AND CLEAN THE EXPOSED CONCRETE SURFACES WITHIN THE AREA OF THE PATCH. BE SURE TO ABRASIVELY BLAST AND CLEAN THE SAW CUT EDGES AROUND THE PERIMETER

OF THE PATCH.

7. CLEAN THE EXPOSED REINFORCING STEEL BY ABRASIVE BLAST AND CLEAN. REMOVE ALL RUST SCALE FROM THE PERIMETER OF ALL STEEL REINFORCING BARS. THE STEEL REINFORCING

SHOULD BE CLEANED DOWN TO GRAY METAL.

8. CAREFULLY INSPECT THE EXPOSED STEEL REINFORCING BARS FOR LOSS OF SECTION DUE TO CORROSION. THE INSPECTION SHOULD TAKE PLACE AFTER CLEANING OF THE STEEL REINFORCING.

ANY STEEL REINFORCING WITH MORE THAN 20 PERCENT LOSS OF SECTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR POSSIBLE FURTHER REMEDIAL ACTION.

9. INSTALL SUPPLEMENTAL REINFORCING BARS AS REQUIRED BY REPAIR DETAILS OR AS OTHERWISE DIRECTED BY THE ARCHITECT/ENGINEER WITH 1

INCH MINIMUM CLEAR COVER.

10. IMMEDIATELY CLEAN THE ENTIRE AREA OF THE PATCH WITH HIGH PRESSURE, OIL FREE COMPRESSED AIR.

11. IMMEDIATELY COAT ALL EXPOSED STEEL REINFORCING WITH TWO COATS OF CORROSION INHIBITING COATING. TAKE CARE NOT TO GET ANY OF THE COATING ON THE SURROUNDING CONCRETE

SURFACES AS THIS WILL INTERFERE WITH CONCRETE BOND.

12. AS SOON AS THE COATING HAS CURED (AS RECOMMENDED BY MANUFACTURER), FORM AND PLACE THE REPAIR CONCRETE TO RESTORE THE PROFILE OF THE EXISTING SECTION WITHIN THE AREA

OF THE PATCH. IF DIRECTED BY THE ARCHITECT/ENGINEER, BUILD-OUT THE FORM WORK TO ACHIEVE AT LEAST 1 INCH OF COVER OVER THE EXPOSED STEEL REINFORCING.

13. INTERNALLY AND EXTERNALLY VIBRATE THE CONCRETE AS IT IS PLACED TO ACHIEVE PROPER CONSOLIDATION. VIBRATE PRE-BAGGED MATERIAL PER MANUFACTURERS REQUIREMENTS.

14. WET CURE CONCRETE FOR SEVEN DAYS AND PER PRE-BAGGED MANUFACTURERS REQUIREMENTS.

15. REMOVE THE FORMS AFTER CONCRETE HAS REACHED 75% OF SPECIFIED STRENGTH AND PER MANUFACTURERS REQUIREMENTS. CAREFULLY INSPECT THE PATCH FOR IMPROPER

CONSOLIDATION, CRACKING AROUND THE PERIMETER, OR DEBONDING OF THE NEW CONCRETE. IF THESE CONDITIONS EXIST, NOTIFY THE ARCHITECT/ENGINEER FOR POSSIBLE REMEDIAL ACTION

OR REPLACEMENT OF THE PATCH.

16. SOUND REPAIR AREAS TO CONFIRM INTEGRITY OF PATCH. UNSOUND AREAS MUST BE REMOVED AND REPAIRED.

17. PERFORM CRACK REPAIR AS NEEDED.

18. REMOVE EXISTING COATING FROM ENTIRE WALL SURFACE IN WORK AREA BY SCRAPING. DO NOT DAMAGE EXISTING CONCRETE. CLEAN EXISTING WALL SURFACE BY WARM, HIGH-PRESSURE

WATER RINSE, FOLLOWED BY HIGH PRESSURE AIR BLAST. PREPARE SURFACE AS PER COATING MANUFACTURERS RECOMMENDATIONS.

19. INSTALL TWO COATS OF NEW COATING ON WALL SURFACE IN WORK AREA PER MANUFACTURERS INSTRUCTIONS AND REQUIREMENTS.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

C O

N C

R E

T

A I

R

O S

T R

U

T

Y

T

E S

A-501

SCALE: NTS

SHALLOW VERTICAL CONCRETE REPAIR DETAIL

SCALE: NTS

VERTICAL CORNER CONCRETE REPAIR DETAIL

SCALE: NTS

VERTICAL CONCRETE REPAIR DETAIL

SCALE: NTS

SEALANT PROFILES

SCALE: NTS

SEALANT CHART

SCALE: NTS

EPOXY ADHESIVE DOWEL DETAIL

SCALE: NTS

VERTICAL CORNER CONCRETE REPAIR

DETAIL WITH STUCCO CLADDING

SCALE: NTS

SHALLOW VERTICAL CONCRETE REPAIR

DETAIL WITH STUCCO CLADDING

SCALE: NTS

VERTICAL CONCRETE REPAIR

DETAIL WITH STUCCO CLADDING

SCALE: NTS

CONCRETE CRACK REPAIR DETAIL

SCALE: NTS

CONCRETE REPAIR NOTES AT ROSTRUM AND ENTRY GATES

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

W P

L R

A d w

TYPICAL COATING DETAILS NOTES:

1. GENERAL INSTALLATION EXTENTS OF THE COATING SYSTEM ARE AS SHOWN ON THE

ELEVATIONS.

2. COATING TERMINATIONS AND DETAILS AT JOINTS, CRACKS AND SIMILAR SHALL CONFORM THE

DETAILS HEREIN, OR MANUFACTURER DETAILS FOR ITEMS NOT SHOWN.

3. REFERENCE SPECIFIC MATERIALS, DRY MIL THICKNESS, AND SURFACE PREPARATION IN

SPECIFICATION.

4. COATING SYSTEM SHOWN WITH SINGLE LINES IN SUBSEQUENT DETAILS FOR CLARITY AND IS

NOT INTENDED TO ILLUSTRATE THICKNESS OR FINISH PROFILE.

TYPICAL COATING NOTES:

THESE NOTES SHALL APPLY TO ALL COATING WORK UNLESS OTHERWISE NOTED ON A SPECIFIC

DETAIL. THESE NOTES SERVE TO SUPPLEMENT THE SPECIFICATIONS. REFERENCE THE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1. COATING TERMINATIONS AND DETAILS AT JOINTS, CRACKS AND SIMILAR SHALL CONFORM TO

THE DETAILS HEREIN, OR MANUFACTURER DETAILS FOR ITEMS NOT SHOWN. CONFIRM

REQUIREMENTS OF DETAILS/REQUIREMENTS HEREIN WITH COATING MANUFACTURER PRIOR

TO SUBMITTING BID. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN THESE DRAWINGS AND

MANUFACTURER TYPICAL DETAILS OR WRITTEN INSTRUCTIONS. ENGINEER SHALL DETERMINE

WHICH REQUIREMENT(S) DO NOT PROCEED WITH WORK UNTIL RECEIVING DIRECTION FROM

ENGINEER.

2. REMOVE EXISTING POORLY-ADHERED COATING FROM CONCRETE ELEMENTS. EXTENTS OF

EXIST COATING REMOVAL TO BE DETERMINED DURING MOCKUPS.

3. CONFIRM CONCRETE OR CONCRETE REPAIRS HAVE APPROPRIATELY CURED AND ARE AT

MOISTURE LEVELS BELOW THE COATING MANUFACTURER'S REQUIREMENTS PRIOR TO

COATING.

4. PREPARE SURFACE TO PROFILE OF CSP 2 OR 3 FOR EXPOSED CONCRETE SURFACES.

5. PREPARE EXIST COATED SURFACES IN ACCORDANCE WITH SELECTED SURFACE

PREPARATION METHOD BASED ON MOCKUP RESULTS.

6. REMOVE LOOSE MATERIAL AND CLEAN SURFACES PER ASTM D4258.

7. REMOVE AND REPLACE, OR INSTALL JOINT SEALANTS PER 6/A-501 AND 7/A-501. ROUT AND

SEAL CRACKS AS SPECIFIED.

8. INSTALL COATING SYSTEM.

PREPARE EXIST AND NEW SURFACE AS DETERMINED BY MANUFACTURER

EXIST CONCRETE SUBSTRATE TO REMAIN OR NEW CONC REPAIR AREA

PRIMER COAT (AT LOCATIONS AS RECOMMENDED BY

MANUFACTURER AND CONFIRMED IN MOCKUP)

FIRST COAT

SECOND COAT

ROUT AND SEAL CRACK. SEE 8/A-501

DETAIL BASE COAT PRIOR TO FIRST COAT

CRACKS LESS THAN 15 MILS

NEW COATING SYSTEM

EXIST CONSTRUCTION JOINTS AND

CRACKS GREATER THAN 15 MILS

1 INCH EACH SIDE OF JOINT/CRACK, TYP

DETAIL BASE COAT PRIOR TO FIRST COAT

PATCH ALL EXIST FASTENER HOLES PER 5/A-502

NEW COATING SYSTEM

TRAFFIC COATING SYSTEM WITH BROADCAST

SAND AT HORIZ SURFACES AND STAIRS

REMOVE EXIST SURFACE COATING. PREPARE

CONC SUBSTRATE AND PRIME AS REQUIRED BY

MANUFACTURER

CONC SUBSTRATE

NEW 1 INCH URETHANE SEALANT CANT AT

TRANSITIONS BETWEEN VERT AND HORIZ

SURFACES

TROWEL-APPLIED TRAFFIC COATING. EXTEND 4

INCH MIN ON VERT SURFACES. TOP COAT COLOR

TO MATCH EXIST COATING AT WALLS.

MANUFACTURER'S

INCH TERMINATION/COVE

STRIP

CONTINUOUS PAINTABLE URETHANE SEALANT

BEAD ALONG TOP EDGE OF TRAFFIC COATING

NEW SURFACE COATING AT EXIST PERIMETER

WALL. EXTEND OVER PAINTABLE URETHANE

SEALANT

EXIST PERIMETER WALL. REMOVE LOOSE AND

DEBONDED SURFACE COATING AND PERFORM

STUCCO REPAIR WORK, AS NECESSARY

1"

M

I N

TRAFFIC COATING SYSTEM WITH BROADCAST

SAND AT HORIZ SURFACES AND STAIRS

REMOVE EXIST SURFACE COATING. PREPARE

CONC SUBSTRATE AND PRIME AS REQUIRED BY

MANUFACTURER

CONC SUBSTRATE

NEW 1 INCH URETHANE SEALANT WITH BOND

BREAKER TAPE AT TRANSITIONS BETWEEN VERT

AND HORIZ SURFACES

1"

NEW TRAFFIC COATING

REMOVE ALL UNSOUND CONC AND

REPLACE WITH REPAIR MATERIAL.

RESTORE ORIGINAL CONC THICKNESS.

ABRASIVE BLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

EXIST REINFORCING BARS.

ABRASIVE BLAST CLEAN AND

PAINT WITH CORROSION

INHIBITING COATING WHERE

EXPOSED. ADD SUPPLEMENTAL

REINFORCING AS DIRECTED BY

CONTRACTING OFFICER.

INCH DEEP SAW CUT AROUND

PERIMETER OF REPAIR AREA.

SAWCUT OR CHIP SQUARE THE

REMAINING EDGES OF THE

REMOVAL AREA TO NECESSARY

DEPTH. DO NOT DAMAGE EXIST

REINFORCING.

REMOVE CONCRETE TO A MIN

DEPTH OF

INCH CLEAR BELOW

EXIST REINFORCING BARS

EXPOSED DURING CHIPPING

REPAIR NOTES:

1. REMOVE ABANDONED MATERIAL FROM HOLE.

2. FLUSH OUT LOOSE MATERIAL WITH COMPRESSED AIR.

3. INSTALL TROWEL-APPLIED REPAIR MATERIAL IN 1/4" LIFTS UNTIL HOLE IS FILLED.

TOOL EACH LIFT WHEN IT IS "THUMBPRINT HARD". TOOL FINAL LIFT TO A SMOOTH,

CONCAVE FINISH. INSTALL A MINIMUM OF THREE LIFTS WITH EACH LIFT BEING NO

MORE THAN 1/4" DEEP.

4. IF HOLE IS LARGER THAN 2 INCHES IN DIAMETER OR WIDTH, REPAIR PER 3/A-501

ABANDONED ANCHOR HOLE.

VERIFY SIZE AND DEPTH IN FIELD

FILL EXIST ABANDONED ANCHOR

HOLE WITH CEMENTITIOUS

TROWEL-APPLIED REPAIR

MATERIAL IN

-INCH DEEP LIFTS

H O

L E

1"

TRAFFIC COATING SYSTEM WITH

BROADCAST SAND AT STAIR

CONC SUBSTRATE

NEW 1 INCH URETHANE SEALANT WITH BOND

BREAKER TAPE AT TRANSITIONS BETWEEN

VERT AND HORIZ SURFACES

EXIST MEMBRANE TO REMAIN

RETAIN 2" MIN OF EXIST MEMBRANE ON

VERTICAL FACE OF STAIR. CLEAN

MEMBRANE OF ALL DIRT AND DEBRIS, AND

PREPARE SUBSTRATE AS RECOMMENDED

BY TRAFFIC COATING MANUFACTURER. LAP

NEW MEMBRANE OVER THE EXIST

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

C O

N C

R E

A

T I N

G

D

E T

A I L S

A-502

SCALE: NTS

TYPICAL COATING NOTES

SCALE: NTS

TYPICAL COATING SYSTEM

SCALE: NTS

TYPICAL COATING DETAIL AT CRACKS

SCALE: NTS

TYPICAL COATING DETAIL AT

EXIST FASTENER HOLES

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

SCALE: NTS

TYPICAL TRAFFIC MEMBRANE VERT TO HORIZ

JOINT DETAIL

SCALE: NTS

TYPICAL TRAFFIC MEMBRANE CORNER BEAD DETAIL

SCALE: NTS

TYPICAL HORIZONTAL CONCRETE REPAIR DETAIL

SCALE: NTS

TYPICAL DETAIL AT EXISTING FASTENER HOLES

SCALE: NTS

TYPICAL TRAFFIC MEMBRANE TIE-IN DETAIL

W P

L R

A d w

CONCRETE REPAIR NOTES:

1. CONTRACTOR TO HAMMER SOUND ALL CONCRETE SURFACES IN WORK AREA AND MARK DELAMINATED AREAS. ARCHITECT/ENGINEER TO CONFIRM AREAS BEFORE REMOVAL. ASSUME 500 SF OF

PARTIAL DEPTH CONCRETE REPAIRS FOR BIDDING.

2. INSTALL SHORING AS REQUIRED.

3. REMOVE ALL LOOSE CONCRETE FROM THE DETERIORATED AREA.

4. MAKE A SAW CUT AROUND THE ENTIRE PERIMETER OF EACH AFFECTED AREA. THE SAW CUT SHALL BE MADE NO CLOSER THAN 2 INCHES TO THE PERIMETER OF THE AREA OF DETERIORATION.

THE CUT SHALL BE MADE TO A DEPTH OF 3/4 INCH, IF POSSIBLE. REMOVAL AREAS SHOULD BE RECTANGULAR IN SHAPE AND MADE WITH STRAIGHT LINES. IF THERE ARE AREAS AROUND THE

PERIMETER OF THE DETERIORATED AREAS WHERE STEEL REINFORCING IS CLOSER TO THE SURFACE THAN 3/4 INCH, THEN NO SAW CUT SHALL BE MADE IN THOSE AREAS. INSTEAD OF A SAW CUT, THE PERIMETER OF THE AREA SHALL BE CAREFULLY CHIPPED AWAY WITH A LIGHT DUTY CHIPPING HAMMER TO ACHIEVE AS CLOSE TO A SMOOTH UNIFORM EDGE AS POSSIBLE (I.E., SIMULATE A

SAW CUT PERIMETER).

5. CHIP AND REMOVE ALL LOOSE AND UNSOUND CONCRETE IN THE AREA BOUNDED BY THE SAW CUTS AND CHIPPING USING A CHIPPING HAMMER OF NOMINAL 15-LB CLASS OR LESS. CONTINUE TO

CHIP INTO THE UNDERLYING SOUND CONCRETE AND REMOVE IT TO A DEPTH OF AT LEAST 3/4 INCH BEHIND THE EXPOSED REINFORCING STEEL. TAKE CARE NOT TO EXCESSIVELY VIBRATE THE

EXPOSED REINFORCING WITH THE CHIPPING HAMMER, IN ORDER TO AVOID FRACTURING ANY OF THE CONCRETE THAT IS BONDED TO THE REINFORCEMENT OUTSIDE THE PERIMETER OF THE

PATCH.

6. ABRASIVELY BLAST AND CLEAN THE EXPOSED CONCRETE SURFACES WITHIN THE AREA OF THE PATCH. BE SURE TO ABRASIVELY BLAST AND CLEAN THE SAW CUT EDGES AROUND THE PERIMETER

OF THE PATCH.

7. CLEAN THE EXPOSED REINFORCING STEEL BY ABRASIVE BLAST AND CLEAN. REMOVE ALL RUST SCALE FROM THE PERIMETER OF ALL STEEL REINFORCING BARS. THE STEEL REINFORCING

SHOULD BE CLEANED DOWN TO GRAY METAL.

8. CAREFULLY INSPECT THE EXPOSED STEEL REINFORCING BARS FOR LOSS OF SECTION DUE TO CORROSION. THE INSPECTION SHOULD TAKE PLACE AFTER CLEANING OF THE STEEL REINFORCING.

ANY STEEL REINFORCING WITH MORE THAN 20 PERCENT LOSS OF SECTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR POSSIBLE FURTHER REMEDIAL ACTION.

9. INSTALL SUPPLEMENTAL REINFORCING BARS AS REQUIRED BY REPAIR DETAILS OR AS OTHERWISE DIRECTED BY THE ARCHITECT/ENGINEER WITH 1

INCH MINIMUM CLEAR COVER.

10. IMMEDIATELY CLEAN THE ENTIRE AREA OF THE PATCH WITH HIGH PRESSURE, OIL FREE COMPRESSED AIR.

11. IMMEDIATELY COAT ALL EXPOSED STEEL REINFORCING WITH TWO COATS OF CORROSION INHIBITING COATING. TAKE CARE NOT TO GET ANY OF THE COATING ON THE SURROUNDING CONCRETE

SURFACES AS THIS WILL INTERFERE WITH CONCRETE BOND.

12. AS SOON AS THE COATING HAS CURED (AS RECOMMENDED BY MANUFACTURER), FORM AND PLACE THE REPAIR CONCRETE TO RESTORE THE PROFILE OF THE EXISTING SECTION WITHIN THE AREA

OF THE PATCH. IF DIRECTED BY THE ARCHITECT/ENGINEER, BUILD-OUT THE FORM WORK TO ACHIEVE AT LEAST 1 INCH OF COVER OVER THE EXPOSED STEEL REINFORCING.

13. INTERNALLY AND EXTERNALLY VIBRATE THE CONCRETE AS IT IS PLACED TO ACHIEVE PROPER CONSOLIDATION. VIBRATE PRE-BAGGED MATERIAL PER MANUFACTURERS REQUIREMENTS.

14. WET CURE CONCRETE FOR SEVEN DAYS AND PER PRE-BAGGED MANUFACTURERS REQUIREMENTS.

15. REMOVE THE FORMS AFTER CONCRETE HAS REACHED 75% OF SPECIFIED STRENGTH AND PER MANUFACTURERS REQUIREMENTS. CAREFULLY INSPECT THE PATCH FOR IMPROPER

CONSOLIDATION, CRACKING AROUND THE PERIMETER, OR DEBONDING OF THE NEW CONCRETE. IF THESE CONDITIONS EXIST, NOTIFY THE ARCHITECT/ENGINEER FOR POSSIBLE REMEDIAL ACTION

OR REPLACEMENT OF THE PATCH.

16. SOUND REPAIR AREAS TO CONFIRM INTEGRITY OF PATCH. UNSOUND AREAS MUST BE REMOVED AND REPAIRED.

17. PERFORM CRACK REPAIR AS NEEDED.

18. CLEAN STAINING AND ORGANIC GROWTH FROM CONCRETE SURFACE.

8" +/-

REMOVE UNSOUND AND SOUND CONC FROM

REPAIR AREA. RESTORE ORIGINAL

CROSS-SECTION USING FORMED REPAIR CONC

REPAIR CONCRETE FLUSH WITH EXISTING

CONCRETE UNLESS OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

ABRASIVE BLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

EXIST REINFORCING BARS. (ABRASIVE BLAST

CLEAN AND PAINT WITH CORROSION

INHIBITING COATING WHERE EXPOSED)

SUPPLEMENTAL #3 EPOXY COATED

REINFORCING BAR SET IN EPOXY ADHESIVE

WITH MIN 4 INCH EMBED, SEE 5/A-501. ASSUME

12-INCH OC BOTH DIRECTIONS (TYP)

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA.

REMOVE CONCRETE TO A MIN DEPTH OF

INCH

CLEAR BEHIND EXISTING REINFORCING BARS OR 4

INCH MIN TOTAL DEPTH, WHICHEVER IS GREATER

4" MIN

NOTE: CONC REPAIR TO MATCH ADJACENT

CONC COLOR, FINISH, AND TEXTURE

" MIN

REPAIR FLUSH WITH EXISTING CONCRETE UNLESS

OTHERWISE DIRECTED BY ARCHITECT/ENGINEER.

SUPPLEMENTAL

INCH S.S. THREADED ROD SET IN

EPOXY ADHESIVE WITH MIN 3 INCH EMBED (TYP),

SEE 5/A-501. ARCHITECT/ENGINEER TO CONFIRM

LOCATION OF SUPPLEMENTAL RODS. ASSUMED 2

RODS PER REPAIR AREA.

EXISTING REINFORCING BARS. IF EXPOSED, ABRASIVELY

CLEAN AND COAT WITH CORROSION INHIBITING COATING.

CUT ENDS OF STRAIGHT BARS TO PROVIDE MIN. 1

INCH

OF CLEAR COVER. DO NOT CUT HOOKED BARS.

INCH DEEP SAW CUT AROUND PERIMETER OF

REPAIR AREA

NOTE: CONC REPAIR TO MATCH ADJACENT

CONC COLOR, FINISH, AND TEXTURE

4" MIN

REPAIR FLUSH WITH EXISTING

CONCRETE UNLESS

OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

EXISTING REINFORCING BARS.

ABRASIVELY CLEAN AND COAT

WITH CORROSION INHIBITING

COATING WHERE EXPOSED.

CUT ENDS OF STRAIGHT BARS

TO PROVIDE MIN 1

INCH OF

CLEAR COVER. DO NOT CUT

HOOKED BARS.

REMOVE CONCRETE TO A MIN

DEPTH OF

INCH CLEAR BEHIND

EXISTING REINFORCING BARS

OR 4 INCH MIN TOTAL DEPTH,

WHICHEVER IS GREATER.

INCH DEEP SAW CUT

AROUND PERIMETER OF

REPAIR AREA.

SUPPLEMENTAL L-SHAPED

INCH S.S. THREADED RODS

SET IN EPOXY ADHESIVE

WITH MIN 3 INCH EMBED AT

8-INCH OC (TYP), SEE 5/A-501.

" MIN COVER.

NOTE: CONC REPAIR TO MATCH ADJACENT

CONC COLOR, FINISH, AND TEXTURE

NOTE: CONC REPAIR TO MATCH ADJACENT

CONC COLOR, FINISH, AND TEXTURE

INCH DEEP SAW CUT

AROUND PERIMETER OF

REPAIR AREA.

REMOVE CONCRETE TO A MIN

DEPTH OF

INCH CLEAR BEHIND

EXISTING REINFORCING BARS OR

4 INCH MIN TOTAL DEPTH,

WHICHEVER IS GREATER.

SUPPLEMENTAL

INCH S.S.

THREADED ROD SET IN EPOXY

ADHESIVE WITH MIN 3 INCH EMBED

AT 8-INCH OC (TYP), SEE 5/A-501.

EXISTING REINFORCING BARS.

ABRASIVELY CLEAN AND COAT WITH

CORROSION INHIBITING COATING

WHERE EXPOSED. CUT ENDS OF

STRAIGHT BARS TO PROVIDE MIN 1

INCH OF CLEAR COVER. DO NOT CUT

HOOKED BARS.

REMOVE UNSOUND AND SOUND

CONC FROM REPAIR AREA. MATCH

EXIST GEOMETRY AND REPAIR

FLUSH WITH EXIST CONCRETE

UNLESS OTHERWISE DIRECTED BY

ARCHITECT/ENGINEER.

ABRASIVE BLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

EXISTING NOSING REINFORCING

BARS (VIF). ABRASIVELY CLEAN AND

COAT WITH CORROSION INHIBITING

COATING WHERE EXPOSED.

SUPPLEMENT IF SECTION LOSS

EXCEEDS 15% OR AT DIRECTION OF

ARCHITECT/ENGINEER.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

L O

S

A

N G

E L E

S

D

I S

T R

I C

T

L O

S

A

N G

E L E

S

C

A L I F

O R

N I A

F I

M

E

C A

D

F

I L E

A N

S I

D

S A

N

D

I E

U

N T

Y

C

A L I F

O R

N I A

F O

S

E C

R A

T

I O

N A

L

C

E M

E T

E R

Y

H I S

T O

R

L L

R

E H

A B

I L I T

A T

I O

N

A

T

E

I M

P R

O V

E M

E N

T S

U S

D e p a r t m e n t o f

V e t e r a n s

A f f a i

L M

H

A H

L M

H

A H

C O

N C

R E

T

A I

E

A S

T

B

O U

N D

A R

Y

W

A L L

A-503

SCALE: NTS

CONCRETE REPAIR NOTES AT EAST BOUNDARY WALL

SCALE: NTS

VERTICAL CONCRETE REPAIR

DETAIL AT EAST BOUNDARY WALL

SCALE: NTS

SHALLOW VERTICAL CONCRETE REPAIR

DETAIL AT EAST BOUNDARY WALL

SCALE: NTS

VERTICAL CORNER CONC REPAIR

DETAIL AT EAST BOUNDARY WALL

S

T

A

CA

L

I

F

O

R

N

I

A

R E G

I S

T

E

R

O

F

ESS

I O

N

G

I

N

E E R

C

I

V

R

R

SCALE: NTS

CAP EDGE CONCRETE REPAIR DETAIL AT

EAST BOUNDARY WALL

W P

L R

A d w