04_Architectural Drawings (1).pdf

14 15 16 17

E

F

G

CG

CG CG

MONITORING

ROOM

BUSINESS

268 SF

100 SF

3 OCC.

1 EXIT

OPERATIONS

ROOM

BUSINESS

347 SF

100 SF

4 OCC.

1 EXIT

MEN'S

LOCKER

BUSINESS

133 SF

50 SF

3 OCC.

1 EXIT

WOMEN'S

LOCKER

BUSINESS

68 SF

50 SF

2 OCC.

1 EXIT

ADMIN

BUSINESS

227 SF

100 SF

3 OCC.

1 EXIT

POLICE

OFFICE

BUSINESS

82 SF

100 SF

1 OCC.

1 EXIT

TRAINING

ROOM

BUSINESS

304 SF

20 SF

16 OCC.

1 EXIT

POLICE

OFFICE

BUSINESS

82 SF

100 SF

1 OCC.

1 EXIT

100'-0"

60'-0"

48'-0"

FEC

FEC

TEMPORARY

CONSTRUCTION WALL

LEGEND:

AREA OF WORK

(N) NON-RATED WALL

(E) NON-RATED WALL

EXIT DOOR

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

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AS-003

RK SH

LIFE SAFETY AND EXITING PLAN

1/4" = 1'-0"1

FIRST FLOOR SECURITY MONITOR ROOM LIFE SAFETY

AND EXITING PLAN

1. ENSURE EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS.

PERSONNEL RECEIVE TRAINING IF ALTERNATIVE EXITS MUST

BE DESIGNATED. BUILDING/AREAS UNDER CONSTRUCTION

MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION

WORKERS AT ALL TIMES. MEANS OF EGRESS IN

CONSTRUCTION AREAS SHALL BE INSPECTED DAILY.

2. ENSURE FREE AND UNOBSTRUCTED ACCESS TO EMERGENCY

DEPARTMENT/SERVICES AND FOR EMERGENCY FORCES.

3. ENSURE FIRE ALARM, DETECTION AND SUPPRESSION SYSTEMS

ARE NOT IMPAIRED. A TEMPORARY BUT EQUIVALENT SYSTEM

SHALL BE PROVIDED WHEN ANY FIRE SYSTEM IS IMPAIRED.

TEMPORARY SYSTEMS MUST BE INSPECTED AND TESTED

MONTHLY.

4. CONTRACTOR TO REVIEW AND FOLLOW ALL INFECTION

CONTROL RISK ASSESMENT (ICRA) AND INTERIM LIFE SAFETY

MEASURES (ISLM) SAFETY POLICIES.

5. PROVIDE ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE

TRAINED PERSONNEL.

6. SMOKING SHALL BE PROHIBITED AT ALL TIMES, IN OR

ADJACENT TO ALL CONSTRUCTION AREAS.

7. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING, AND

DEBRIS-REMOVAL PRACTICES THAT REDUCE THE FLAMMABLE

AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE

LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS.

8. INCREASE HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS,

AND EQUIPMENT WITH SPECIAL ATTENTION TO EXCAVATIONS,

CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELD

OFFICES.

9. PROVIDE TEMPORARY DIRECTIONAL SIGNAGE APPROVED BY

OWNER.

10. INTERIM LIFE SAFETY MEASURE (ILSM) ARE REQUIRED TO BE

TAKEN TO TEMPORARILY COMPENSATE FOR THE HAZARDS

POSED BY CONSTRUCTION ACTIVITIES, AND ARE REQUIRED BY

JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE

ORGANIZATIONS (JCAHO). IMPLEMENTATION OF ILSM IS

REQUIRED IN OR ADJACENT TO ALL CONSTRUCTION AREAS.

ILSM APPLY TO ALL PERSONNEL, INCLUDING CONSTRUCTION

WORKERS.

LIFE SAFETY NOTES

LOBBY

BUSINESS

400 SF

100 SF

4 OCC.

1 EXIT NO. OF EXITS REQUIRED FOR PROPOSED ROOM

NO. OF OCCUPANTS

MAXIMUM FLOOR AREA ALLOWABLE PER OCCUPANT

AREA OF ROOM

OCCUPANCY CLASSIFICATION OF ROOM

ROOM NAME

PATH OF EGRESS TRAVEL

COMMON PATH OF EGRESS TRAVEL

100'

300'

TRAVEL DISTANCE

TRAVEL DISTANCE

BUILDING DATA:

OCCUPANCY: GROUP I-2 HEALTHCARE

CONSTRUCTION: TYPE 1-A

RENOVATION AREA

FOR SMR:

1318 SF

FIRE PROTECTION: FULLY SPRINKLERED

FIRST FLOOR BUSINESS OCCUPANCY

FIRE EXTINGUSHER CABINET

FEC

1" = 50'-0"

KEY PLAN B-1

BUS

B U S

BUS

EL 308.5

EL 308.5

MAIN

ENTRANCE

SIGN

V A

M O N U M E N T

S

IG

N

M O N U M E N T

S

IG

N

S P E E D

B U M P

MAIN

B-19 B-19A

GENERATOR

B-5

PUMPHOUSE

STAGING

AREA

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

SWITCHGEARSWITCHGEAR

U T

IL

IT

Y

V A U L T

FUEL TANK

#2

FUEL TANK

#1

TANK

O2

TANK

O2

TANK

DIESEL

TANK

DIESEL

B-8

STORAGE

SHEDS

B-7

GASOLINE

PUMP &

TANKS

B-4

PUMPHOUSE

B-17 LIQUID

OXYGEN STORAGE

CANOPY

O P C

A N C

IL

L A R Y

S H E L T E R

S M O K

IN

G

H Y D R O N

IC

S

U T

IL

IT

Y

P A D

B-24

TOILETS

T-5

ENGR. TRAILER

B-18

ELEVATOR

SOLAR PANELS

SOLAR PANELS

S P E E D

B U M P

B-31

COMMUNITY

B-1

MAIN

B-3

ENGINEERING

B-2

BOILER PLANT

WAREHOUSE

B-32

OUTPATIENT

OPC

MENTAL

B-25

B-34

MENTAL HEALTH

HEALTH

FREEDOM

CLINIC

HOSPITAL B-24

LIBERTY

BLDG

LIVING

CENTER

VALOR BLDG

BLDG

B-27

MENTAL HEALTH

INDEPENDENCE BLDG

B-36

BARN

B-24

AUDITORIUM

B-24 BREEZEWAY

B-22

CHILLER

B-22A

CHILLER

W A

L K

O F

H O

N O

R

MODULAR 2

LOT C

BBQ

PARKING LOT A

PARKING LOT B

P A

R K

IN

G

L O

T C

PARKING LOT E

P A

R K

IN

G

L O

T F

PARKING LOT G

PARKING LOT D

CLC

BUILDING

P A

R K

IN

G

L O

T H

MOTORCYCLES

YIELD

YIELD

15 4 9

18 2

E. CLINTON AVENUE

N

F R

E S

N O

S T

R E

E T

E. HARVARD AVENUE

N

A N

G U

S S

T R

E E

T

AD -101

AS-003

LEGEND:

LIMITS OF WORK AREA TO BE DEMOLISHED

REFER TO OTHER DISCIPLINE, FOR EXTENT OF DEMOLITION.

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

R

AT

S

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T EH I NROF

CA L I

TC I A

E T

C

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AS-100

RK JA

SITE DEMOLITION PLAN - CONCEPTUAL

1" = 40'-0"1

SITE DEMOLITION PLAN

N

40'20' 80'0 40'20' 80'0

KEY NOTES - DEMO WORK SITE

1 (E) CHAIN LINK FENCE AND GATE TO BE DEMOLISHED

2 (E) LOW CMU WALL TO REMAIN

3 (E) METAL FENCE AND GATE TO REMAIN

4 (E) METAL PANEL WALL TO REMAIN

5 (E) CMU LOW PLANTER WALL TO REMAIN

8 (E) 10' HIGH CMU WALL ENCLOSURE TO REMAIN

9 (E) BOLLARDS TO BE DEMOLISHED

11 NOT USED

12 (E) PAINTED ALUMINUM FENCE TO REMAIN

13 (E) CHAIN LINK SWING GATES TO REMAIN

BUS

B U S

BUS

EL 308.5

EL 308.5

MAIN

ENTRANCE

SIGN

V A

M O N U M E N T

S

IG

N

M O N U M E N T

S

IG

N

S P E E D

B U M P

MAIN

B-19 B-19A

GENERATOR

B-5

PUMPHOUSE

STAGING

AREA

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

G E N E R A T O R

SWITCHGEARSWITCHGEAR

U T

IL

IT

Y

V A U L T

FUEL TANK

#2

FUEL TANK

#1

TANK

O2

TANK

O2

TANK

DIESEL

TANK

DIESEL

B-8

STORAGE

SHEDS

B-7

GASOLINE

PUMP &

TANKS

B-4

PUMPHOUSE

B-17 LIQUID

OXYGEN STORAGE

CANOPY

O P C

A N C

IL

L A R Y

S H E L T E R

S M O K

IN

G

H Y D R O N

IC

S

U T

IL

IT

Y

P A D

B-24

TOILETS

T-5

ENGR. TRAILER

B-18

ELEVATOR

SOLAR PANELS

SOLAR PANELS

S P E E D

B U M P

B-31

COMMUNITY

B-1

MAIN

B-3

ENGINEERING

B-2

BOILER PLANT

WAREHOUSE

B-32

OUTPATIENT

OPC

MENTAL

B-25

B-34

MENTAL HEALTH

HEALTH

FREEDOM

CLINIC

HOSPITAL B-24

LIBERTY

BLDG

LIVING

CENTER

VALOR BLDG

BLDG

B-27

MENTAL HEALTH

INDEPENDENCE BLDG

B-36

BARN

B-24

AUDITORIUM

B-24 BREEZEWAY

B-22

CHILLER

B-22A

CHILLER

W A

L K

O F

H O

N O

R

MODULAR 2

LOT C

BBQ

PARKING LOT A

PARKING LOT B

P A

R K

IN

G

L O

T C

PARKING LOT E

P A

R K

IN

G

L O

T F

PARKING LOT G

PARKING LOT D

CLC

BUILDING

P A

R K

IN

G

L O

T H

MOTORCYCLES

YIELD

YIELD

15 4 9

18 2

E. CLINTON AVENUE

N

F R

E S

N O

S T

R E

E T

E. HARVARD AVENUE

N

A N

G U

S S

T R

E E

T

AD -101

AS-003

LEGEND:

LIMITS OF WORK AREA TO BE DEMOLISHED

REFER TO OTHER DISCIPLINE, FOR EXTENT OF DEMOLITION.

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

R

AT

S

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T EH I NROF

CA L I

TC I A

E T

C

O

SI

T

G

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DE

P AN

OE SSF I

A

RC

L

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TI

AS-100

RK JA

SITE DEMOLITION PLAN - CONCEPTUAL

1" = 40'-0"1

SITE DEMOLITION PLAN

N

40'20' 80'0 40'20' 80'0

KEY NOTES - DEMO WORK SITE

1 (E) CHAIN LINK FENCE AND GATE TO BE DEMOLISHED

2 (E) LOW CMU WALL TO REMAIN

3 (E) METAL FENCE AND GATE TO REMAIN

4 (E) METAL PANEL WALL TO REMAIN

5 (E) CMU LOW PLANTER WALL TO REMAIN

8 (E) 10' HIGH CMU WALL ENCLOSURE TO REMAIN

9 (E) BOLLARDS TO BE DEMOLISHED

10 CONSTRUCTION STAGING AREA

11 NOT USED

12 (E) PAINTED ALUMINUM FENCE TO REMAIN

13 (E) CHAIN LINK SWING GATES TO REMAIN

V A

M O N U M E N T

S

IG

N

AS-102

E. CLINTON AVENUE

19' - 5"

1' - 2"

SEE CIVIL

35' - 0" +/- DRIVEWAY

1' - 2"

M01

G01

AS-1024 5

E Q

E Q

90°1

90°

18' - 11"

8' - 4"

1' - 9"

41' - 11" 16' - 10" 32' - 4" 23' - 7"

2' - 4" 6' - 3"1' - 10"

M01

G01

AS-102

AS-102

2' - 4"

2' - 3"

306.293 FS306.827 FS 306.511 FS

306.957 FS

(E) G.L.

(E) G.L.

E-2 E-4

E-1

E-4

E-1E-1

E-1

19' - 5" 37' - 4" 8' - 4" 18' - 11"

8' - 8" 8' - 8"

E-2

307.192 FS

306.827 FS

(E) G.L.

16' - 9" 67' - 1"

E-4

E-2

E-4

E-2

E-4

E-2

16' - 9" 16' - 9" 16' - 9" 16' - 9"

T Y

P

307.192 FS305.783 FS

(E) G.L.

(N) G.L.

PER CIVIL

EQ EQ

E-2

E-4E-1

E-1

30' - 4"

E-4

E-2

306.957 FS

(E) G.L.

(N) G.L. PER CIVIL306.511 FS

305.959 FS

70' - 3"

15' - 2"30' - 5"15' - 2"9' - 6"

E-1 E-1E-4 E-2 E-4

E-2

2' - 8"

" 7

2"

EQ. 2' - 0" EQ.

PRECAST

PILASTER CAP

2' - 8"

TYP.

2"

AS-102

.3

21.3%

.3

21.3%

TYP.

2' - 4"

2' - 2"

TYP.

2"

.3

21.3%

.3

21.3%

1' - 10"

2' - 2"

" 6

2"

E-2

E-4

EQ. 1' - 4" EQ.

PRE-CAST CONC.

PILASTER CAP

CONCRETE MASONRY

BACK UP, SEE

STRUCTURAL DWGS.

AS-102

SEE PLAN

S.S. DOWEL W/ SEALANT

AROUND PENETRATIONS

THROUGH FLASHING

THIN BRICK VENEER

THINSET MORTAR

GROUT

SUB STRUCTURE1/2"

MORTAR FILL

1/8" SAW-CUT DRIP. ALL

AROUND PILASTER CAP, TYP.

CONT. SEALANT &

BACKER ROD

GALV. FLASHING DRIP

PRECAST CONC. CAP

3"

CONCRETE MASONRY

BACK UP PER STRUC.

CONC. FOOTING

AS-102

SEE PLAN ADHERED THIN

BRICK VENEER

THINSET MORTAR

GROUT

SUB STRUCTURE,

SEE STRUCTURAL

1/2"

MORTAR FILL

CONT. GALV. METAL

FLASHING DRIP

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

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AT

S

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T EH I NROF

CA L I

TC I A

E T

C

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P AN

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A

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AS-102

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - CLINTON MAIN ENTRANCE GATE

BASIS OF PRODUCT FOR METAL FENCE: STEEL-AMERISTAR

CONTRACTOR TO PROVIDE SHOP DRAWINGS

1/8" = 1'-0"2

CLINTON ENTRANCE SWING GATE ELEVATION W/

TYPE-1 PERMANENT FENCE ELEVATION

1/8" = 1'-0"3

TYPE 1 - PERMANENT FENCE ELEV.

1/8" = 1'-0"4

TYPE 1 - PERMANENT FENCE ELEV.

1/8" = 1'-0"5

TYPE 1 - PERMANENT FENCE ELEVATION

3/4" = 1'-0"6

PILASTER CAP

ELEV. @ GATE

3/4" = 1'-0"7

PRE-CAST CAP

@ GATE

3/4" = 1'-0"8

PRE-CAST CAP

@ FENCE

3/4" = 1'-0"9

PILASTER CAP

ELEV.@ FENCE

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEV. - MAIN GATE

1 PERMANENT VEHICULAR ESTATE SWING GATE, SEE GATE

SCHEDULE ON SHEET AS-601

2 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH

KNEE WALL MIN. ABOVE GRADE

3 PEDESTRIAN GATE WITH PANIC DEVICE, SEE GATE

SCHEDULE ON SHEET AS-601

4 3" SQUARE STEEL POST, SEE STRUCT. DWGS.

5 2'-4" SQUARE PILASTER WITH BRICK VENEER FINISH

6 2" SQUARE TUBE STEEL HORIZONTAL RAIL. TYP. @ TOP &

BOTTOM

7 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C.

SEE FENCE TYPE 1, SHEET AS-601

8 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH

9 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

KEY NOTES - MAIN ENTRY

1 ASPHALT PAVEMENT, SEE CIVIL DWGS. SHEET CP-06

2 BROOM FINISH, CONCRETE SIDEWALK, SEE CIVIL DWGS. SHEET CP-06

3 CONCRETE ISLAND CURB, SEE CIVIL DWGS. SHEET CP-06

4 DOUBLE SWING ESTATE GATE, SEE GATE TYPE-1A & GATE SCHEDULE ON SHEET

AS-601

5 PEDESTRIAN GATE, SEE GATE TYPE-4 & GATE SCHEDULE ON SHEET AS-601

6 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE WALL MIN.

ABOVE GRADE

7 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102, TYP.

8 (E) VA MONUMENT SIGN TO REMAIN AND PROTECT IN PLACE

9 REFER TO LANDSCAPE DRAWING FOR (N) WORK, SHEETS LI-102, LI-300, & LP-102

10 SIGNAGES, REFER TO CIVIL DWGS. SHEET CI-14

11 CONCRETE CURB. SEE CIVIL DWGS. SHEET CP-06

12 ADJUST CONCRETE CURB RADIUS TO CLEAR WALL & PILASTER

13 MODIFY SIDEWALK AND RAMP WITH TACTILE SURFACE PER CIVIL, SHEET CP-06

N

8'4' 16'0

3/4" = 1'-0"10

PILASTER SECT. @ CAP

3" = 1'-0"12

BRICK VENEER DET.

3/4" = 1'-0"13

PILASTER SECT. BOTT.

3" = 1'-0"14

BRICK VENEER DET.

MAIN

ENTRANCE

SIGN

S P E E D

B U M P

AS-103 3

N F

R E

S N

O S

T R

E E

T

M02

S

ID

E W

A L

K

E Q

E Q

S E

E C

IV

IL

D

R

IV

E W

A Y

10' - 1" 8' - 0" 8' - 0" 16' - 0" 16' - 0" 24' - 0" 16' - 0" 8' - 0"

7' - 5" 7' - 5"

" 2

10' - 0" 8' - 0" 8' - 0" 16' - 0" 16' - 0"

15' - 0"1

16' - 0"

" 1

58' - 0"

P E

R C

IV

IL

2' - 1" V.I.F.

V .I .F

/4

305.593 FS

306.113 FS

(N) G.L.

(E) G.L.

/2

/4

/4

/4

/2

10' - 1"8' - 0"8' - 0"16' - 0"16' - 0"24' - 0"16' - 0"8' - 0"

307.199 FS

/2

E-1E-1A

"2

2' - 1"8' - 0"

14' - 10" (BEYOND)

7' - 5"7' - 5"

106' - 1"

M02

2' - 10"4' - 4" 8' - 0" 8' - 0" 8' - 0"

307.980 FS

(E) G.L.

(N) G.L.

SEE CIVIL

6' - 9" SIDE WALK

SEE CIVIL

+/- 24' - 0" DRIVEWAY

307.361 FS

"4

307.199 F.S.

306.64 F.L.

307.14 T.C.

5' - 9" 6' - 0"

E-1A

" 2

E-1E-1 E-1E-1A

307.980 FS

" 3 " 4

10' - 0" 8' - 0" 8' - 0" 16' - 0" 16' - 0"

306.834 FS

305.676 FS

306.670 FS

306.765 FS

306.99 TC

15' - 0"16' - 0"

306.58 P

(N) G.L.

(N) G.L.

E-4

E-2E-1E-1E-1E-1

E-1A

E-1A

E-1A

" 2 " 2

VERIFY IN FIELD

+/- 25' - 1" (E) DRIVE WAY

T Y

P

E-2

TYP.

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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AS-103

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - FRESNO ENTRY

1/8" = 1'-0"2

TYPE 2 - SEMI-PERMANENT FENCE ELEVATION

1/8" = 1'-0"3

N. FRESNO ENTRANCE SWING GATE W/ TYPE-2

SEMI-PERMANENT FENCE ELEVATION

1/8" = 1'-0"4

N. FRESNO ENTRANCE UPSWING ARM GATE W/ TYPE-2

SEMI-PERMANENT FENCE ELEVATION

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEV. - FRESNO ENTRY

1 DOUBLE SWING GATE, SEE GATE TYPE-1B & GATE SCHEDULE ON

SHEET AS-601

2 PEDESTRIAN GATE, SEE GATE TYPE-4 & GATE SCHEDULE ON SHEET

AS-601

3 8' HIGH MIN. ABOVE GRADE, STEEL PICKET FENCE ASSEMBLY

4 4" SQUARE STEEL POST, SEE STRUCTURAL FOR FOUNDATION DETAIL,

SHEET S-101

5 ROLLING GATE,SEE GATE TYPE-3 & GATE SCHEDULE ON SHEET

AS-601

6 2" SQUARE TUBE STEEL HORIZONTAL RAIL. TYP. TOP & BOTTOM, SEE

DETAIL, GATE TYPE-1B/AS-601

7 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C., SEE FENCE

TYPE 1, SHEET AS-601

8 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH

9 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

10 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

KEY NOTES - FRESNO ENTRY

1 ASPHALT PAVEMENT, SEE CIVIL FOR EXTENT OF WORK, SHEET CP-07

2 BROOM FINISH, CONCRETE SIDEWALK AND CURB, SEE CIVIL DRAWINGS, SHEET

CP-07

3 8' HIGH MIN. ABOVE GRADE, STEEL PICKET FENCE ASSEMBLY

4 DOUBLE SWING GATE, SEE DETAIL, GATE TYPE-1B & GATE SCHEDULE ON

SHEET AS-601

5 ROLLING GATE, PEDESTRIAN GATE, SEE DETAIL, GATE TYPE-4 & GATE

SCHEDULE ON SHEET AS-601

6 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE WALL MIN.

ABOVE GRADE

7 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

8 SIGNAGES, REFER TO CIVIL DWGS. SHEET CI-14

9 REFER TO LANDSCAPE DRAWING FOR (N) WORK, SHEETS LI-101, LI-300, &

LP-101

10 (E) VA ENTRANCE SIGN TO REMAIN PROTECT IN PLACE

11 6" SQUARE STEEL POST, SEE STRUCTURAL FOR FOUNDATION DETAIL, SHEET

S-101

12 ROLLING GATE,SEE DETAIL, GATE TYPE-3 & GATE SCHEDULE ON SHEET AS-601

13 PATCH AND REPAIR CONCRETE SIDEWALK, CURB AND PAVEMENT TO MATCH

(E) ADJACENT FINISH TYP. SEE CIVIL FOR EXTENT OF (N) WORK, SHEET CP-07

14 MODIFY SIDEWALK AND RAMP WITH TACTILE SURFACE PER CIVIL, SEE SHEET

CP-07

15 V-TRACK GUIDE, INSTALL PER GATE MANUF. RECOMMENDATION, SEE DETAIL,

10/S-101

N

8'4' 16'0

E. HARVARD STREET

4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10"

AS-1042

4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10"

3' - 9"

91' - 10"

' - 1

TYP.

14' - 8"

307.975 FS308.506 FS

E-4

E-2 E-1E-1

E-1

E-4

E-2

V.I.F.

+/- 18' - 0" (E) DRIVEWAY

307.463 FS

121' - 6" 75' - 11" 121' - 6"

305.676 FS

306.775 FS

306.670 FS

307.425 FS

16' - 9"18' - 4"

E-4E-2 E-1E-1 E-1

E-4 E-1E-2

T Y

P

M

IN

T Y

P

15' - 2" 15' - 2"

6' - 8" 6' - 8" 6' - 8" 6' - 8"6

1 1 1 1 1

307.463 FS307.425 FS

307.975 FS

18' - 4"91' - 10"45' - 11"30' - 7"

" E-4 E-1 E-2 E-1 E-1

E-4 E-2 E-1

111 1

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - EMERGENCY ENTRY

1/8" = 1'-0"2

E. HARVARD ENTRANCE UP-SWING

GATE ELEVATION

KEY NOTES - EMERGENCY ENTRY

1 UP-SWING BARRIER, SEE GATE TYPE-2 & GATE SCHEDULE ON SHEET

AS-601

2 ANTI-RAM BOLLARDS @ 56-5/8" O.C. MAX. TYP. SEE STRUC.

FOUNDATION DETAIL, 7/S-301

3 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

4 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

5 REPAIR LANDSCAPING AFTER COMPLETION OF BOLLARDS

6 PATCH AND REPAIR CONCRETE CURB AND PAVEMENT TO MATCH (E)

FINISH AFTER INSTALLATION OF BOLLARDS, TYP.

7 RE-PAINT PARKING STRIPING, TYP. SEE CIVIL DWG. E/CI-14

8 (E) ROADS TO REMAIN

1/8" = 1'-0"4

TYPE 1 - PERMANENT FENCE ELEVATION - FRESNO

STREET

1/8" = 1'-0"3

TYPE 1 - PERMANENT FENCE ELEVATION - E. HARVARD

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEV. - HARVARD ENTRY

1 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

2 UP-SWING BARRIER, SEE GATE TYPE-2 & GATE SCHEDULE ON SHEET

AS-601

3 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH, SEE DETAILS

10,12,13,14/AS-102

4 3" SQUARE STEEL POST, SEE DWGS. SEE DETAILS,3SS-202 & 1/S-301

5 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C., SEE FENCE

TYPE 1, SHEET AS-601

6 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

N

305.401 FS

305.555 FS305.292 FS

305.292 FS

305.292 FS

68' - 11" 17' - 7" BEYOND

BUS STOP

18' - 0"24' - 6" 24' - 6"

"3

"1

(N) G.L.

(E) G.L.

305.593 FS

306.150 FS

21' - 0" BEYOND

306.113 FS

"8

" E-1A

E-1AE-1A2

305.292 FS

305.555 FS 305.401 FS

305.497 FS

305.534 FS

"2

56' - 1"

BUS STOP

32' - 1"64' - 1"17' - 8"24' - 0" BEYOND 112' - 0"

305.783 FS

305.802 FS

305.771 FS

" 2

"3

AS-601

E-1A

" 2

E-1AE-1A E-2

E-4

"2

8' - 0"8' - 0"8' - 0"

111111

FENCE TYPE 2

282' - 0" 125' - 4"

305.959 FS

306.864 FS

2' - 1"4' - 1"

306.772 FS

E-4E-4E-2E-1E-1E-1 E-1E-1

E-1

E-4 E-2

M05

AS-601

FENCE TYPE 1

E-2

PROVIDE 16 GA.

PERFORATED METAL PANEL

PAINTED TO MATCH STEEL

FENCE, TYP. AT MAN GATE

6' - 2"

48' - 4"128' - 7"15' - 3"

306.772 FS

BUS TOP 76' - 2"

306.789 FS 305.920 FS

305.533 FS

" 6

E-4

E-2

E-4

E-2

E-1

E-1

E-1 E-1

16' - 6" 33' - 0"

4" SQ POST, SEE STRUCT.

FOR FOUNDATION, PATCH

REPAIR SIDEWALK TO

MATCH ADJACENT FINISH

SURFACE

CONCRETE CAP, SEE

DETAILS ON SHEET AS-102

1" SQ. PICKET

4' - 4"

8' - 0"

E-4

E-4

TYP.

SEE FOR GATE ELEVATION /3 AS-105

TYP.

(E) CONCRETE SIDE WALK TO

REMAIN, REPAIR IF DAMAGE

TO MATCH (E) FINISH DURING

INSTALLATION OF NEW FENCE

V.I.F.

1' - 5"

V.I.F.

2' - 3"

V .I

.F

T

Y P

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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AS-105

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FENCE ELEVATIONS

1/8" = 1'-0"1

TYPE 2 - SEMI-PERMANENT FENCE ELEVATION -

FRESNO STREET

1/8" = 1'-0"2

TYPE 2 - SEMI-PERMANENT FENCE ELEVATION -

CLINTON AVENUE

1/8" = 1'-0"3

TYPE 1 - PERMANENT FENCE ELEVATION - CLINTON

AVENUE

1/8" = 1'-0"4

TYPE 1 - PERMANENT FENCE ELEVATION - CLINTON

AVENUE

1/4" = 1'-0"5

MAN GATE DETAIL @ CLINTON

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEVATIONS

1 8' HIGH MIN. ABOVE GRAGE, STEEL PICKET FENCE ASSEMBLY

2 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

3 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

4 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH

5 PEDESTRIAN GATE, SEE GATE TYPE-4 & GATE SCHEDULE ON SHEET

AS-601

6 4" SQUARE STEEL POST, SEE STRUCTURAL FOR FOUNDATION DETAIL

CLINTON AVENUE

N O

R T

H A

N G

U S

S T

R E

E T

SEE CIVIL

16' - 0" DRIVE WAY

S E

E C

IV

IL

(E

D

R

IV

E W

A Y

AS-1063

(E) BLDG. LINE

SEE CIVIL

11 1110 10

TYP.

TYP.

1'-8" TYP.

M04

46 5

7' - 5"

BEYOND

5' - 7"

SEE CIVIL

20' - 1" DRIVE WAY

305.094 FS

304.497 FS

T Y

P

305.670 FS305.629

E-4 E-2

E-2

E-1E-1 E-1

E-4

305.078 FS

81' - 0" 16' - 3"12' - 10"

16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2"

6' - 2"

305.533 FS 306.575 F.S. 306.596 F.S.

308.09 F.S.

32' - 11" 32' - 11" 32' - 3" 8' - 0" 14' - 10" 15' - 6" 15' - 6"

" 6

"E-2

E-4 E-1

E-1 E-1

E-1E-1

E-1E-1

E-4 E-2 4' - 1" 2' - 1"

T Y

P

22222 2

8' - 0"7' - 4"27' - 0"13' - 6"8' - 10"

305.078 FS304.989 FS305.261 FS305.301 FS305.533 FS

304.497 FS

SEE CIVIL

16' - 0" DRIVE WAY

6' - 9"6' - 9"

15' - 3"

7' - 7" 7' - 7"

22 2

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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AS-106

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - PARKING LOT H

1/8" = 1'-0"2

ANGUS ENTRANCE - LOT H W/ PERMANENT FENCE

ELEVATION

1/8" = 1'-0"3

TYPE 1 - PERMANENT FENCE ELEVATION

1/8" = 1'-0"4

CLINTON ENTRANCE - LOT H UP-SWING BARRIER WITH

PERMANENT FENCE ELEVATION

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEV. - PARKING LOT H

1 UP-SWING BARRIER, SEE DETAIL, GATE TYPE-2 & GATE SCHEDULE ON

SHEET AS-601

2 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

3 PEDESTRIAN GATE, SEE GATE TYPE-4 & GATE SCHEDULE ON SHEET

AS-601

4 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH

5 3" SQUARE STEEL POST, SEE DWGS. SEE DETAILS,3SS-202 & 1/S-301

6 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C., SEE FENCE

TYPE 1, SHEET AS-601

7 4" SQUARE STEEL POST, SEE STRUCTURAL FOR FOUNDATION DETAIL

KEY NOTES - PARKING LOT H

1 RE-STRIPE PARKING PER CIVIL DWGS. SEE SHEET CP-08 & CI-14

2 BROOM FINISH, CONCRETE SIDEWALK, SEE CIVIL DWGS. SHEET CP-08

3 CONCRETE CURB. SEE CIVIL DWGS. SHEET CP-08

5 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

6 ASPHALT PAVEMENT, SEE CIVIL DWGS. SHEET CP-08

7 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

8 PEDESTRIAN GATE, SEE GATE TYPE-4 & GATE SCHEDULE ON SHEET

AS-601

9 EXISTING TRANSFORMERS TO REMAIN AND PROTECT IN PLACE

10 PATCH AND REPAIR CONCRETE SIDEWALK, CURB AND PAVEMENT TO

MATCH (E) ADJACENT FINISH TYP. SEE CIVIL FOR EXTENT OF (N)

WORK, SHEET CP-08

11 MODIFY SIDEWALK AND RAMP WITH TACTILE SURFACE PER CIVIL, SEE

SHEET CP-08

12 REFER TO LANDSCAPE DRAWINGS FOR (N) WORK, SHEETS LI-103,

LI-300

OMITTED

OMITTED

TANK

O2

TANK

O2

B-8

STORAGE

SHEDS

B-7

GASOLINE

PUMP &

TANKS

B-17 LIQUID

OXYGEN STORAGE

CANOPY

HARVARD STREET

6' - 0"

AS-107

8' - 0"

SEE STRUCTURAL

56' - 0" 8' - 0" 18' - 0"

4' - 9" 4' - 9" 4' - 9"4' - 9" 4' - 9" 4' - 9"

4' - 11"

5' - 5"

AS-107

23' - 11"

6' - 3" 7' - 1"

' - 2

T Y

P

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

"2

29' - 10"

14' - 2"14' - 2"

8 9

96' - 0"

AS-107 4

A S

-1

G04

306.499 FS306.521 FS305.937 FS

M

IN

VERIFY IN FIELD

+/- 30' - 1" (E) DRIVE WAY

E-1 E-1A

E-1 E-1E-1

96' - 0"

T Y

P

ANTI-RAM POST CABLE FENCE IS NOT SHOWN IN THIS

ELEVATION FOR CLARITY. REFER TO STRUCTURAL

DRAWINGS DETAILS 1,2/SS-202 FOR MORE INFORMATIONS

ABOUT TYPE-3 ANTI-RAM BARRIER.

A S

-1

PAVEMENT

-0' - 6"

S E

E S

T R

U C

(E) SIDE WALK

ROLLING GATE

BEYOND

(E) BUILDING,

PROTECT IN PLACE

11' - 4" 11' - 4"

23' - 5"

TO ACCOMODATE SPACE FOR ROLLING GATE

2' - 4" VERIFY CLEARANCE IN FIELD

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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T EH I NROF

CA L I

TC I A

E T

C

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AS-107

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - PARKING LOT E ENTRY

KEY NOTES - FENCE ELEV. - PARKING LOT E

1 ROLLING GATE,SEE GATE TYPE-3 & GATE SCHEDULE ON SHEET AS-601

2 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C., SEE FENCE

TYPE 2, SHEET AS-601

3 3" SQUARE STEEL POST, SEE STRUCT. DWGS.

4 BOLLARDS @ 56 5/8" O.C. MAX. SEE STRUCTURAL DWGS. FOR

FOUNDATION DETAIL, 9/S-301

5 8' HIGH MIN. ABOVE GRAGE, STEEL PICKET FENCE ASSEMBLY

6 DOUBLE SWING GATE, SEE GATE TYPE-1B & GATE SCHEDULE ON

SHEET AS-601

7 ANTI-RAM WALL BARRIER TYPE 3, SEE STRUCTURAL FOR MORE INFO.

DETAIL, 7/S-301

8 4" DIAMETER GALVANIZED POST

1/8" = 1'-0"2

HARVARD ENTRANCE TO LOT E AND ANTI-RAM WALL

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

1/8" = 1'-0"3

BOLLARDS ELEVATIONS

KEY NOTES - PARKING LOT E

1 5' PICKET STEEL FENCE ASSEMBLY ON TOP OF (N) 3' HIGH ABOVE

GRADE MIN. PLANTER LOW WALL

2 ROLLING GATE,SEE GATE TYPE-3 & GATE SCHEDULE ON SHEET AS-601

3 ANTI-RAM WALL BARRIER TYPE 3, SEE STRUCTURAL FOR MORE INFO.

DETAIL, 7/S-301

4 (N) CHAIN LINK SWING GATE, SEE DETAIL, 4/AS-107

5 ANTI-RAM BOLLARDS @ 56-5/8" O.C. MAX. TYP. SEE STRUC.

FOUNDATION DETAIL, 7,9/S-301

6 (E) CHAIN LINK SWING GATES TO REMAIN

7 PATCH AND REPAIR CONCRETE CURB AND PAVEMENT TO MATCH (E)

FINISH AFTER INSTALLATION OF BOLLARDS, TYP.

8 REFER TO LANDSCAPE DRAWING FOR (N) WORK, SHEETS LI-104,

LI-300, LP-104

9 SIGNAGES, REFER TO CIVIL DWGS. SHEET CI-14

10 PATCH AND REPAIR CONCRETE SIDEWALK, CURB AND PAVEMENT TO

MATCH (E) ADJACENT FINISH TYP. SEE CIVIL FOR EXTENT OF (N)

WORK, SHEET CI-11

11 8' HIGH MIN. ABOVE GRAGE, STEEL PICKET FENCE ASSEMBLY

12 V-TRACK GUIDE, INSTALL PER GATE MANUF. RECOMMENDATION, SEE

DETAIL, 10/S-101

N

8'4' 16'0

1/8" = 1'-0"4

CHAINLINK GATE ELEV

M O N U M E N T

S

IG

N

B-5

PUMPHOUSE

E. HARVARD AVENUE

N

A N

G U

S S

T R

E E

T

AS-108

G09

AS-1082

7' - 9"

46' - 10" 5' - 1"

22' - 1"

7' - 2"

15' - 0"

(E) DRIVEWAY V.I.F.

+/- 26' - 2"

M03

7 TYP.

TYP.

TYP.

TYP.

TYP.

A S

-1

306.690 FS

305.806 FS 305.839 FS

(E) BLDG. 31

4' - 0" 2' - 11"

T Y

P

M

IN

T Y

P

30' - 10" 48' - 0" 16' - 1" 8' - 6" 8' - 8" 19' - 0" 5' - 1"11 1 1

6 7

E-4

E-4E-2

E-2

EXISTING B-15

PUMP HOUSE

43 2

EQ EQ

26' - 0"

305.839 FS 306.035 FS 306.713 FS

11' - 0" 11' - 0"46' - 10"

6 4

1 1

E-2

E-2 E-1E-1 E-4

E-4

18' - 11" 1

23E-4 E-2

E-2

E-4

E-1E-1

18' - 11"

EQ EQ

T Y

P

E-2

E-1E-1

E-2E-4

E-4

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

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AS-108

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - PARKING LOT G ENTRY

1/8" = 1'-0"2

N. ANGUS STREET

1/8" = 1'-0"3

E. HARVARD ENTRANCE TO LOT G

KEY NOTES - PARKING LOT G

1 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

2 SEE DETAIL, GATE TYPE-1B & GATE SCHEDULE ON SHEET AS-601

3 (E) VA MONUMENT SIGN TO REMAIN PROTECT IN PLACE

4 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

5 PEDESTRIAN GATE, SEE GATE TYPE-4 ON SHEET AS-601

6 6" SQUARE STEEL POST, SEE STRUCTURAL FOR FOUNDATION DETAIL,

11/S-101

7 PATCH AND REPAIR CONCRETE SIDEWALK, CURB AND PAVEMENT TO

MATCH (E) ADJACENT FINISH TYP. SEE CIVIL FOR EXTENT OF (N)

WORK, SHEET CI-10

8 REFER TO LANDSCAPE DRAWING SHEETS LI-104, LI-300,& LP-104 FOR

(N) WORK

9 SIGNAGES, REFER TO CIVIL DWGS. SHEET CI-14

10 (E) BOLLARDS TO REMAIN AND PROTECT IN PLACE

1/8" = 1'-0"5

E. HARVARD ENTRANCE TO LOT G

1/8" = 1'-0"4

E. HARVARD ENTRANCE TO LOT G

1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

2. FOR GATE SCHEDULE REFER TO SHEET AS-601

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - FENCE ELEV. - PARKING LOT G

1 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

2 3" SQUARE STEEL POST, SEE STRUCTURAL DETAIL 5/S-301

3 1" SQUARE TUBE CLASSIC PICKET FENCE EQUALLY SPACED. SEE

TYPICAL FENCE TYPE 1 ON SHEET AS-601 FOR MORE INFO.

4 6" SQUARE STEEL POST, SEE STRUCTURAL DETAIL 11/S-101 FOR

FOUNDATION DETAIL

5 PERMANENT VEHICULAR DOUBLE SWING GATE, SEE GATE TYPE 1B ON

SHEET AS-601

6 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH

7 PRE-CAST CONCRETE CAP, SEE DETAILS 7,8/AS-102

8 PEDESTRIAN GATE, SEE GATE TYPE - 4 ON SHEET AS-601

9 4" SQUARE STEEL POST, SEE STRUCT. DETAIL 9 ON SHEET S101

N

U T

IL

IT

Y

V A U L T

TANK

DIESEL

TANK

DIESEL

B-7

GASOLINE

PUMP &

TANKS

B-4

PUMPHOUSE

HARVARD STREET

4' - 8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

5 5

AS-109

EQ EQ

E Q

E Q

E Q

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

E Q

60' - 8"3' - 9"

E Q

E Q

E Q

E Q

E Q

EQ EQ EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ EQ EQ

49' - 7"7' - 4"

7 7

1' - 4"

8"

1' - 8"

2' - 8"

9' - 5"

9' - 5" 9' - 5" 3' - 2"

2' - 0"

37' - 9"

37' - 9"

M A

X

(E

B U

IL

D

IN

G

A S

-1

A S

-1

306.021 FS306.898 FS

306.00 FS

307.617 FS 307.388 FS

306.289 FS

(N) G.L.

(E) G.L.

306.555 FS

306.465 FS

3' - 9"4' - 8"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"7' - 9" 68' - 0" 849' - 7"9

E-2

E-1A E-1AE-4E-1E-1E-1

E-2

E-1 E-1E-1 E-1E-1

10 10E-5 E-4

A S

-1

A S

-1

B-2 BOILER PLANT

7' - 4"

(N) G.L.

(E) G.L.

306.860 FS306.465 FS

306.289 FS

3' - 9" 8' - 0" 8' - 0"

E-1 E-1A

B-31 COMMUNITY LIVING CENTER

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

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T EH I NROF

CA L I

TC I A

E T

C

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P AN

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A

RC

L

H

TI

AS-109

RK JA

ENLARGED SITE PLANS, FENCE AND GATES

ELEVATIONS

1/8" = 1'-0"1

PARTIAL SITE PLAN - PARKING LOT F ENTRY

1/8" = 1'-0"2

HARVARD ENTRANCE TO LOT F

1/8" = 1'-0"3

HARVARD ENTRANCE TO LOT F 1. FOR EXTERIOR FINISH LEGEND, REFER TO SHEET AF-101

GENERAL NOTES - GATES/FENCE ELEVATIONS:

KEY NOTES - PARKING LOT F

1 8' HIGH MIN. ABOVE GRAGE, STEEL PICKET FENCE ASSEMBLY

2 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

3 ROLLING GATE,SEE GATE TYPE-3 & GATE SCHEDULE ON SHEET AS-601

4 BOLLARDS @ 56 5/8" O.C. MAX. SEE STRUCTURAL DWGS. FOR

FOUNDATION DETAIL, 7/S-302

5 (E) ELECTRICAL EQUIPMENT TO REMAIN AND PROTECT IN PLACE

6 5' PICKET STEEL FENCE ASSEMBLY ON TOP OF (N) 3' HIGH ABOVE

GRADE MIN. PLANTER LOW WALL

7 (E) BOLLARDS TO REMAIN

8 PATCH AND REPAIR CONCRETE CURB AND PAVEMENT TO MATCH (E)

FINISH AFTER INSTALLATION OF BOLLARDS, TYP.

9 CONCRETE CURB. SEE CIVIL DWGS. CI-13 & CI-14

10 PATCH/REPAIR (E) LOW WALL AS REQUIRED TO FINISH AT NEW SPLIT

FACE PLANTER WALL

11 CONCRETE EMBEDED V-TRACK GUIDE, SEE DETAIL, 10/S-101

12 ROLLING GATE MOTOR, SEE MORTAR PAD DETAIL 8/S-101

KEY NOTES - FENCE ELEV. - PARKING LOT F

1 ROLLING GATE,SEE GATE TYPE-3 & GATE SCHEDULE ON SHEET AS-601

2 BOLLARDS @ 56 5/8" O.C. MAX. SEE STRUCTURAL DWGS. FOR

FOUNDATION DETAIL, 7/S-301

3 (E) BOLLARDS TO REMAIN

4 8' HIGH MIN. ABOVE GRAGE, STEEL PICKET FENCE ASSEMBLY

5 1'-10" SQUARE PILASTER WITH BRICK VENEER FINISH, SEE DETAILS

10,12,13,14/AS-102

6 3" SQUARE STEEL POST, SEE DWG. 1/S-301

7 1" SQUARE TUBE STEEL FENCE PICKET TYPICAL @ 4" O.C., SEE FENCE

TYPE 2, SHEET AS-601

8 5' PICKET STEEL FENCE ASSEMBLY ON TOP OF (N) 3' HIGH ABOVE

GRADE MIN. PLANTER LOW WALL

9 6' HIGH STEEL PICKET FENCE ASSEMBLY ON TOP OF 2' HIGH KNEE

WALL MIN. ABOVE GRADE

10 CMU WALL, SEE STRUCTURAL DWGS. 5,6/S-301

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ EQ

2 1

56' - 8"9' - 5"99' - 1"23' - 7" 80' - 3"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ

EQ EQ

4' - 9" 4' - 9"

EQ EQ

3' - 1"3' - 8"3' - 3"3' - 5"3' - 3"3' - 8"3' - 6"3' - 9" 4' - 4"

23' - 7"

1' - 8"

"2

" 3

"3

9' - 5"EQ. EQ.

EQ EQ EQ EQ

18' - 11"EQ.

103' - 10"

9' - 5"

EQ.

EQ. EQ.

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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CA L I

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AS-110

RK JA

SITE BOLLARDS PLAN

1/8" = 1'-0"1

SITE BOLLARDS PLAN

1/8" = 1'-0"2

SITE BOLLARDS PLAN

KEY NOTES - BOLLARDS

1 ANTI-RAM BOLLARDS @ 56-5/8" O.C. MAX. TYP. SEE STRUC.

FOUNDATION DETAIL, 7,8/S-301

2 PATCH AND REPAIR CONCRETE CURB AND PAVEMENT TO MATCH (E)

FINISH AFTER INSTALLATION OF BOLLARDS, TYP.

3 REPAIR LANDSCAPING AFTER COMPLETION OF BOLLARDS

4 REPAIR CONCRETE GROVE AND RAMP TO MATCH (E) FINISH AFTER

INSTALLATION OF BOLLARDS, TYP.

5 (E) BOLLARDS TO REMAIN

1. VERIFY EXISTING FIELD CONDITION PRIOR TO INSTALLATION OF ALL

(N) BOLLARDS.

GENERAL NOTES :

17' - 2" 2"

1"x2" CHANNEL RAIL

3/4" SQ. PICKET

2" SQ. GATE END

17' - 2" 3"

GATE LATCH PER

GATE MANUF.

HINGE PER GATE MANUF. REFER

TO STRUCTURAL DWGS. FOR

HINGE ANCHOR TO PILASTER

M A

X

11' - 9"

2" SQ. GATE END

3/4" SQ. PICKET

1"x2" CHANNEL RAIL

AGG3 GUSSET

2"

6" SQ. POST

2" SQ. GATE END

11' - 9"

2"

GATE HINGE, PER

GATE MANUFACTURER

GATE HARDWARE

PER GATE MANUF.

ROLLER GUIDE POST

LATCHING POST

GATE OPENING - SEE PLAN

C L R

M

A X

.T Y

P

3' - 9"

2"

PANIC DEVICE, REFER

TO HARWARE

SPECIFICATIONS

SEE CIVIL

16' - 0" DRIVE WAY

UP TO 24'

WISHBONE ARM

GATE OPERATOR MOTOR

COUNTERWEIGHT

M A

X .N.G.L.

8' - 0" MAX. TYP.8' - 0"

3" 3"

TRIDENT PICKETS

16-EQ. SPACED

M A

X

T Y

P

N.G.L.

15' - 8"

7' - 10"7' - 10"

6"

1' - 3"

CLASSIC PICKETS

16-EQ. SPACED

AS-601

MASONRY COPING, PRECAST

CONCRETE; OVERHANGE

MASONRY WALL 1 1/2" MIN.

SLOPED TOP

CONCRETE MASONRY BACK

UP, SEE STRUCTURAL

DWGS.

GROUT OR MORTAR FILL

FOR DOWEL ANCHORAGE

AND FLASHING SUPPORT

N.G.L.

CLASSIC PICKET FENCE

ADHERE BRICK VENEER

WALL FOOTING PER

STRUCTURAL

AS-601

1/8" SAW-CUT DRIP, BOTH

SIDES OF CAP

CONT. SEALANT & BACKER

ROD, BOTH SIDES OF CAP

S.S. FLASHING DRIP, BOTH

SIDES OF WALL CAP

S.S. DOWEL W/ SEALANT

AROUND PENETRATIONS

THROUGH FLASHING

PRECAST CONCRETE

MASONRY COPING; OVERHANG

VENEER 1 1/2" MIN.; SLOPED

TOP

1 1/2"

THIN BRICK VENEER

1/2" THINSET MORTAR

GROUT

GROUT OR MORTAR FILL

FOR DOWEL ANCHORAGE

AND FLASHING SUPPORT

CONT. SEALANT BELOW DRIP

2" SQUARE TUBE

STEEL HORIZONTAL

BOTTOM RAIL. TYP.

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

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AS-601

RK JA

GATE & FENCE TYPE ELEVATIONS &

SCHEDULES

GATE SCHEDULE

No Width Height Gate Type Gate Mat Finish Comments

G01 34' - 10" 8' - 0" 1A Rolled Stl Factory Motorized Open During Working Hours. Card Access After Hours

G02 14' - 0" 8' - 0" 1B Rolled Stl Factory Motorized Open During Working Hours Only

G03 31' - 0" 8' - 0" 3 Rolled Stl Factory Motorized. Sliding

G04 31' - 0" 8' - 0" 3 Rolled Stl Factory Manual Sliding

G05 28' - 0" 8' - 0" 3 Rolled Stl Factory Manual Sliding

G08 20' - 0" 8' - 0" 2 Rolled Stl Factory Employee Only. Card Access. Motorized

G09 14' - 0" 8' - 0" 1B Rolled Stl Factory Open During Working Hours Only

M01 4' - 0" 8' - 0" 4 Rolled Stl Factory Open During Working Hours. Panic Hardware

M02 4' - 0" 8' - 0" 4 Rolled Stl Factory Open During Working Hours. Panic Hardware

M03 4' - 0" 8' - 0" 4 Rolled Stl Factory Open During Working Hours. Panic Hardware

M04 4' - 0" 8' - 0" 4 Rolled Stl Factory Open During Working Hours. Panic Hardware

M05 4' - 0" 8' - 0" 4 Rolled Stl Factory Open During Working Hours. Panic Hardware

1/4" = 1'-0"

GATE TYPE - 1A (DOUBLE SWING ESTATE GATE)

1/4" = 1'-0"

GATE TYPE - 1B (VEHICULAR DOUBLE SWING GATE)

1/4" = 1'-0"

GATE TYPE - 3 (ROLLING GATE)

1/4" = 1'-0"

GATE TYPE - 4 (PEDESTRIAN GATE)

1/8" = 1'-0"

GATE TYPE - 2 (UP-SWING BARRIER)

1/4" = 1'-0"

FENCE TYPE 2 - ELEVATION

1/4" = 1'-0"

FENCE TYPE 1 - ELEVATION

1" = 1'-0"7

KNEE WALL SECTION

3" = 1'-0"1

MASONRY WALL CAP

GATE TYPES

FENCE TYPES

DF DF

1 2 3 4 5 6 7 8

9 10.A 10 11

X

Y

Z

A

B

C

D

E

F

G

12 13 14 15 16 17 18

H

6 7 8

UP

UP

DN.

UP

DN.

UP

LEGEND:

(D) WALL, TYP.

(E) WALL (D) ON ONE SIDE

(E) DOORS TO REMAIN

(E) DOORS TO BE DEMOLISHED

AREA NOT IN SCOPE

TEMP. (1-HR RATED) WALL BARRIER W/

ACCESS DOOR DURING CONSTRUCTION

SEE SHEET AE-001 FOR OTHER

SYMBOLS

14 15 16 17

E

F

G

PUBLIC AFFAIRS

OFFICE

1A18I

COMPLIANCE

OFFICER

1A18H

PATIENT

ADVOCATE

1A18G

(E) TOILET

1A18JCOMM

1A15D

PATIENT

ADVOCATE

1A18F

WAITING RM

1A18

CORRIDOR

1A-3

POLICE ADMINISTRATION

OFFICE

1A18A

POLICE

LOCKER

1A18D

POLICE

CALL RM

1A18E

3 3

3 3 33

3 3

6' - 6"

5 6

20' - 1"

7' - 0"4

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

R

AT

S

R

T EH I NROF

CA L I

TC I A

E T

C

O

SI

T

G

R

E R

DE

P AN

OE SSF I

A

RC

L

H

TI

AD -101

RK RL

DEMOLITION PLAN

N

0 2' 4' 8'

N

KEY NOTES - DEMO FLOOR PLAN

1 DEMO WALLS

2 DEMO DOORS

3 REMOVE (E) FLOOR FINISH, PREPARE AREA FOR (N) FLOORING

4 REMOVE GYPSUM BOARD ON ONE SIDE OF EXISTING WALL WHICH ARE TAGGED 2A

ON NEW PLANS. SEE SHEET AE-502 FOR WALL TYPES.

5 REMOVE GYPSUM BOARD FROM TWO SIDES OF COLUMN ENCLOSURE. SEE (N) WORK

PLAN FOR (N) WALLS.

6 COLUMN TO REMAIN

7 DEMO ONE SIDE OF WALL FOR PLUMBING CONNECTIONS. REFER TO SHEET AE-101

AND AE-502 FOR WALL TYPES AND CONSTRUCTION.

8 INSTALL TEMPORARY CONSTRUCTION WALL BARRIER WITH DOOR, CONFIRM WALL

CONFIGURATION IN THE FIELD. EXTEND TEMP. CONSTRUCTION @ CEILING PER ICRA

REQUIREMENTS AND NFPA. SEE SHEET G-002 FOR ICRA AND ILSM REQUIREMENTS.

SEE SHEET AE-502 FOR TEMP. WALL DETAILS

9 TEMPORARY DOOR. V.I.F. LOCATION OF DOOR W/ GOV'T

1. ALL EQUIPMENT, FURNITURE, WILL BE REMOVED BY THE VA. ALL EXISTING DOOR

HARDWARE TO BE TURNED OVER TO THE VA KEY SHOP.

2. THE UTILITY LINES WITHIN THE DEMOLITION AREA THAT WILL REMAIN ARE TO BE

PROTECTED/ REROUTED.

3. WHERE PARTITIONS ARE BEING REMOVED, REMOVE ALL (E) POWER AND SIGNAL

TO POINT OF ORIGIN. RELOCATE/REROUTE UTILITIES (ALL UTILITY LINES TO GO TO

THE SOURCE), PIPING/CONDUITS, LIGHT SWITCHES AND THERMOSTAT AS

REQUIRED.

4. AT ALL AREAS REQUIRED TO BE DEMOLISHED BEYOND THE AREA OF

RENOVATION, CONTRACTOR SHALL PATCH, PAINT AND REPAIR ALL FINISH

SURFACES AND REINSTALL ANY CEILINGS, DUCTS OR LIGHT FIXTURES REQUIRED

TO BE REMOVED DURING DEMOLITION TO RESTORE TO ORIGINAL CONDITION.

5. (E) FLOOR - NOT LEVEL, FLOAT (E) FLOOR LEVEL PRIOR TO INSTALLATION OF (N)

FLOORING. FOR AREAS DESIGNATED TO RECEIVE (N) DRAINS, GRIND FLOOR TO

MAINTAIN POSITIVE SLOPE TO DRAIN.

6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT

THE FACILITY PRIOR TO DEMOLITION AND BIDDING ON THE PROJECT AND NOTIFY

THE GOVERNMENT IMMEDIATELY OF ANY DISCREPANCIES.

7. REFER TO OTHER DISCIPLINE DRAWINGS FOR EXTENT OF WORK FOR RESPECTIVE

TRADES.

8. REPAIR ALL DAMAGE CAUSED BY DEMOLITION OPERATIONS AND MATCH ORIGINAL

CONDITIONS PER GOVERNMENT SATISFACTION.

9. NO OPENINGS, POCKETS, NOTCHES, BLOCKOUTS, ETC., ARE ALLOWED IN

STRUCTURAL ELEMENTS UNLESS DETAILED ON DRAWINGS. NOTIFY CONTRACTING

OFFICER OF ANY OPENINGS, POCKETS, ETC., SHOWN BY OTHER DRAWINGS BUT

NOT SHOWN ON STRUCTURAL DRAWINGS.

A. AT (E) CONC. MASONRY WALLS, COLUMN CAPS, FLOOR ETC. U.N.O. REMOVE

AND REPLACE GYP BOARD/FINISH ONLY (NON-STRUCTURAL ELEMENTS).

10. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE BUT ARE NOT

LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS TO THE SITE BY

OWNER, ARCHITECT, OR ENGINEER SHALL NOT INCLUDE THE INSPECTION OF

BRACING, SHORING, ETC.

11. SEE (N) WORK PLANS FOR (N) LAYOUT.

12. (E) FIXED EQUIPMENT WHICH IS TO REMAIN IN THE AREA OF WORK DURING

CONSTRUCTION SHALL BE COVERED, PROTECTED & SEALED

13. DO NOT BLOCK EXITS DURING CONSTRUCTION

14. SEE ALL DISCIPLINE DRAWINGS FOR LOCATION AND SIZE OF PIPE, VENT, DUCT,

AND OTHER SIMILAR OPENINGS, AND EMBEDDED OR ATTACHED ITEMS.

15. DEMOLISH EXISTING INTERIOR PARTITIONS, UNLESS INDICATED TO REMAIN.

16. REMOVE EXISTING FLOORING IN ALL OFFICE WORKSPACE AREAS, SEE ROOM

FINISH SCHEDULE ON SHEET AF101 FOR NEW FINISHES.

17. WHERE REMOVAL OF PARTITION CREATES VOIDS OR DEPRESSIONS IN

EXISTING SUBSTRATA, FILL AND LEVEL VOIDS WITH CONCRETE AND LATEX

UNDERLAYMENT TO PROVIDE A LEVEL SURFACE TO RECEIVE NEW FLOORINGS.

18. PATCH AND REPAIR WALLS AS REQUIRED AT LOCATIONS WHERE EXISTING

EQUIPMENT HAS BEEN REMOVED.

19. FOR DIMENSIONS, SEE SHEET AE101

20. DEMOLISH OUTLETS WHERE OCCURS.

21. SEE MECHANICAL DWGS FOR OTHER ILSM MEASURES.

GENERAL NOTES - DEMOLITION FLOOR PLAN

1/4" = 1'-0"1

DEMOLITION PLAN - SECURITY MONITOR ROOM

KEY PLAN

N.T.S

9 10.A 10 11

X

Y

Z

A

B

C

D

E

F

G

12 13 14 15 16 17 18

H

6 7 8

UP

UP

DN.

UP

DN.

UP

14 15 16 17

E

F

G

1 3

(E) WALL (NON RATED)

(D) WALL, TYP.

(E) WALL (D) ON ONE SIDE

(D) ACT

(D) GYPSUM BOARD CEILING

(D) LIGHT FIXTURES

(D) CEILING REGISTERS/ DIFFUSERS

(D) EXIT LIGHT

(D) FIRE SPRINKLER HEAD

AREA NOT IN SCOPE

LEGEND:

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

570-19-107

03-17-2023

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

Project Director

Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021

06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

E RITA KALWANI

F

C

EXP. 3-31-2023

No. C 14658

A T

O E

R

AT

S

R

T EH I NROF

CA L I

TC I A

E T

C

O

SI

T

G

R

E R

DE

P AN

OE SSF I

A

RC

L

H

TI

AD -102

RK RL

REFLECTED CEILING DEMOLITION PLAN

1/4" = 1'-0"1

SECURITY MONITORING ROOM REFLECTED CEILING

DEMOLITION PLAN

KEYED NOTES - DEMO RCP

1 DEMO (E) ACT AND GRID

2 DEMO (E) GYPSUM CEILING BOARD

3 DEMO (E) LIGHT FIXTURES, SEE ELECTRICAL DWGS. DETAIL 2/ED-401

4 DEMO (E) SUPPLY AND RETURN, SEE MECHANICAL DWGS. DETAIL 1/MD-100

1" = 60'-0"

KEY PLAN

N

1. DRAWINGS ARE REPRESENTATIVE OF THE GENERAL LAYOUT, SIZE AND

CONSTRUCTION OF BUILDINGS TO RECEIVE SELECTIVE DEMOLITION. DRAWINGS

ARE BASED UPON DRAWINGS DEVELOPED DURING FIELD OBSERVATION

2. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE DURING DEMOLITION

AND CONSTRUCTION.

3. REMOVE AND REPLACE (E) ACOUSTICAL TILES/GYP. BD. CEILING WORK TO

ACCOMODATE ANY CEILING WORK FOR THE COMPLETITION OF THE PROJECT.

ANY ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR

REPLACED AT CONTRACTOR'S EXPENSE.

4. SEE ALL DISCIPLINE DRAWINGS FOR SCOPE OF WORK, LOCATION AND SIZE OF

PIPE, VENT, DUCT, AND OTHER SIMILAR OPENINGS, AND EMBEDDED OR

ATTACHED ITEMS.

GENERAL NOTES - DEMOLITION RCP:

N

0 2' 4' 8'

9 10.A 10 11

X

Y

Z

A

B

C

D

E

F

G

12 13 14 15 16 17 18

H

6 7 8

UP

UP

DN.

UP

DN.

UP

228 SF

ADMIN

1A18A

67 SF

WOMENS

LOCKER

1A18J

56 SF

TOILET

1A18G

131 SF

MENS LOCKER

1A18H

275 SF

MONITORING

ROOM

1A18D

AE-401

ø 5' - 6"

14 15 16 17

E

F

G

82 SF

POLICE OFFICE

1A18B

82 SF

POLICE OFFICE

1A18C

325 SF

OPERATIONS

ROOM

1A18F

TRAINING ROOM

1A18E

661 SF

CORRIDOR

25 SF

WOMENS

SHOWER

1A18K

75 SF

EMPLOYEE

HEALTH

1A15

AE-401

2 4

AE-402

AE-402

AE-402

AE-401

AE-401

EQ-13

EQ-3

EQ-3

EQ-6

EQ-10 EQ-1

EQ-12

EQ-10

EQ-12

EQ-1

EQ-1

EQ-3 EQ-1

EQ-11

EQ-8

EQ-2

EQ-14

EQ-14

EQ-4

EQ-4

1A18B

1A18H

A

J

A

G

1A18D

1A18F 1A18A

1A18C

1A18E

2B

CG

CG CG

CG

CG

3A

2A

2A

1A

1A2A2A

2A

2A

2B

2A 2A

1B1B

1B

2B

2B

1A

1A

1B

11' - 11"

6' - 0" 4' - 2"

8' - 2"

5' - 4"8' - 2"4' - 5" +/- 10' - 4"

AE-402

AE-402

AE-502

ø 5

6"

ALIGN

3' - 0"

A L

IG

N

1A18K

EQ-3

51 SF

(N) ALCOVE

7' - 0" 13' - 5" V.I.F.

TYP.

CG

CG

EQ-4

AE-502

3A

AE-502

CGCG

AE-502

1B

2B

LEGEND:

(N) WALL, TYP.

(E) WALL (N) ON ONE SIDE

(N) DOOR AND FRAME

(E) DOOR TO REMAIN

CORNER GUARD

ROUND SHOWER DRAIN

CG

Location

Issue Date

VA FORM 08 - 6231

A

F ile

P a th

BID SET…