36C26118R0487-0002050.pdf

G

B31

(CLC)

B2

B22

B22A

B36

LOT F

P H

A S

E

P H

A S

E

S E

E S

H E

E T

A S

0.

B

A S

E B

ID

TEMP. PEDESTRIAN CANOPY

SEE AS100.5

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

AREA OF WORK

6' -0

6'

-0

5'-0" 5'-0"

10'-0"

VERIFY

6'-9"

2'-3"

6' -0

6'

-0

V E

R

IF

Y

5' -0

V E

R

IF

Y

3' -1

1"

V E

R

IF

Y

2' -6

E X

IS

TI

N G

6' -0

AREA OF WORK

10 3

12 97.25'

90.00°N W

.0

.0

S W

25.74'

90.00°N W

13 VERIFY

6'-8"

E

SDCO (E)

(E) XFMR

T -1

T -6 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

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P la nt P

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-1

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:2 0:

A

M

AS100.1

ARCHITECTURAL SITE PLAN - PHASE 1 BASE

BID

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0"

SITE PLAN - PHASE 1 BASE BID

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY,

SEE SHEET S-101.1

2 EXISTING CONCRETE WALK TO REMAIN

3 CONNECT TO (E) CONCRETE SIDEWALK PER DETAIL D4, SHEET C-501-

MATCH EXISTING GRADE

4 (E) SIDEWALK JOINTS TO REMAIN

5 PIPE BRIDGE (E) TO REMAIN UNTIL PHASE 2

6 STAIRS TO ROOF (E) TO REMAIN

7 FENCE AND GATE/SECURE PERIMETER TO REMAIN IN PLACE THROUGHOUT

CONSTRUCTION

8 CENTERLINE OF CANOPY (N)

9 UTILITY OVERFLOW (E), PROTECT IN PLACE

10 GATE (E) TO BE RELOCATED 4 LF EAST, REPLACE ADJACENT FENCE AS

NEEDED

11 EXISTING COLUMN / CANOPY TO REMAIN

12 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

13 PHASE 1 - BASE BID - (E) ELEC MANHOLE #7 AND VAULT TO BE REMOVED

AND REPLACED BY (N) MANHOLE AND VAULT (DEDUCTIVE ALTERNATE 2 IS

TO REPAIR IN PLACE THE EXISTING MANHOLE AND VAULT)

14 (N) TEMPORARY SHORING WHERE COLUMN IS REMOVED FROM EXISTING

PIPE BRIDGE

15 PHASE 1 - BASE BID - (N) UTILITY TRENCH, DUCTBANK AND 12 kV

ELECTRICAL LINES TO (N) MANHOLE/VAULT LOCATION. SEE CIVIL UTILITY

AND ELECTRICAL DRAWINGS. (NOT REQUIRED FOR DEDUCT ALTERNATE 2,

CONTRACTOR TO REPAIR MANHOLE/VAULT IN-PLACE AT (E) LOCATION)

16 PHASE 1 - BASE BID - (N) ELEC MANHOLE #7 AND VAULT SEE ELECTRICAL

FOR DETAILS. (DEDUCTIVE ALTERNATE 2 IS TO REPAIR IN PLACE THE

EXISTING MANHOLE AND VAULT)

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018

P H

A S

E

P H

A S

E

S E

E S

H E

E T

A S

0.

B

A S

E B

ID

AREA OF WORK

AREA OF WORK

AREA OF WORK

P H

A S

E

S E

E S

H E

E T

A S

0.

B

A S

E B

ID

P H

A S

E

ADD ALT. NO 1/TEMP. PEDESTRIAN CANOPY

SEE AS100.4 & AS100.5

AREA OF WORK

B36

B3

B24

PHASE 3

SEE SHEET AS100.3 BASE BID

5' -0

5'

-0

5' -0

5'

-0

5' -0

5'

-0

A R

E A

O F

W O

R K

U N

T

IL

F U

T U

R E

C O

N S

T R

U C

T

IO

N (E

C

A N

O P

Y T

O R

E M

A

IN

E

2 14

T -8

T -9

(E) XFMR

(E) XFMR

(E) XFMR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/5

-1

6-

V

A F re sn o C hi lle r P la nt

.r vt

4/

/2

:2 0:

A

M

AS100.2

ARCHITECTURAL SITE PLAN - PHASE 2 BASE

BID

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0"

SITE PLAN - PHASE 2

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY, SEE

STRUCTURAL DRAWINGS

2 (E) CONCRETE SIDEWALK TO REMAIN

3 (E) 2' RETAINING WALL TO REMAIN

4 (E) RAISED PLANTER AREA TO REMAIN

5 PROPOSED TRENCHING, REMOVE AND REPLACE ENTIRE SECTION OF

SIDEWALK BETWEEN (E) SIDEWALK JOINTS

6 LOCATION OF (N) DOWNSPOUR TO SPLASH BLOCK BELOW

7 (E) SIDEWALK JOINTS TO REMAIN

8 PLANTER (E) WITH TREE (E) TO REMAIN, PROTECT IN-PLACE TO PRESERVE

INTEGRITY

9 (E) TUNNEL TO REMAIN, UNDISTURBED

10 PORTION OF (E) CANOPY, RAMP AND RAILING TO REMAIN UNTIL (F) TECH

BLDG

11 (E) PLANTER AREA AND (E) DRAIN TO REMAIN

12 PHASE 1 - BASE BID - (E) ELEC MANHOLE #7 AND VAULT TO BE REMOVED AND

REPLACED BY (N) MANHOLE AND VAULT (DEDUCTIVE ALTERNATE 2 IS TO

REPAIR IN PLACE THE EXISTING MANHOLE AND VAULT)

13 PHASE 1 - BASE BID - (N) UTILITY TRENCH, DUCTBANK AND 12 kV ELECTRICAL

LINES TO (N) MANHOLE/VAULT LOCATION. SEE CIVIL UTILITY AND

ELECTRICAL DRAWINGS. (NOT REQUIRED FOR DEDUCT ALTERNATE 2,

CONTRACTOR TO REPAIR MANHOLE/VAULT IN-PLACE AT (E) LOCATION)

14 PHASE 1 - BASE BID - (N) ELEC MANHOLE #7 AND VAULT SEE ELECTRICAL

FOR DETAILS. (DEDUCTIVE ALTERNATE 2 IS TO REPAIR IN PLACE THE

EXISTING MANHOLE AND VAULT)

15 PHASE 1 - (E) ELEC MANHOLE #5 TO REMAIN -PROVIDE 6" DIA CORE DRILLED

FLOOR DRAINS AT EACH VAULT CORNER WITH 1" GRAVEL BACKFILL,

MINIMUM 6' DEPTH BELOW VAULT WITH METAL GRATING INLET COVER.

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

NO REVISIONS DATE

a s

P H

A S

E

S E

E S

H E

E T

A S

0.

B

A S

E B

ID

P H

A S

E

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

PHASE 3

PHASE 2

SEE SHEET AS100.2 BASE BID

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

B3

B1

B17

B24

B1 & B24 BREEZEWAY

B32

12'-0"

20 A R

E A

O F

W O

R K

T5

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

S L O

P E

D O

W N

SDCO (E)

A R

E A

O F

W O

R K

B1 & B24 BREEZEWAY

7'-8"

5'-1"

4'-0"

A

AS100.3

B

AS100.3

D4

C-501 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/5

-1

6-

V

A F re sn o C hi lle r P la nt

.r vt

4/

/2

:2 0:

A

M

AS100.3

ARCHITECTURAL SITE PLAN - PHASE 3 BASE

BID

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0"

SITE PLAN - PHASE 3 BASE BID

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY, SEE

SHEET S-101.3

2 (E) RAILING TO REMAIN

3 (E) CONCRETE SIDEWALK TO REMAIN

4 CONSTRUCT (N) 2' SEAT WALL PER DETAIL F1, SHEET A-501. CONSTRUCT

RETAINING WALL PER DETAIL B7, C-501, ADD. ALT. NO. 2.

5 REMOVE PORTION OF (E) HANDRAIL AT NEW SEATWALL

7 LOCATION OF (N) DOWNSPOUT TO SPLASH BLOCK BELOW

8 (E) RETAINING WALL TO REMAIN, BASE BID

9 CONSTRUCT CONCRETE SIDEWALK PER DETAIL F4, SHEET C-501 AND

CONNECT TO (E) CONCRETE SIDEWALK PER DETAIL D4, SHEET C-501, MATCH

(E) GRADE

10 (N) FENCING SEE DETAIL A2/C-502, AS REQUIRED TO MAINTAIN SECURE

PERIMETER. REMOVE (E) FENCE IN CONFLICT WITH NEW COLUMNS AND

LIGHTING, RELOCATE 8' EAST MAXIMUM, COORDINATE WITH THE COR.

11 (E) FENCING TO REMAIN, AS REQUIRED TO MAINTAIN SECURE PERIMETER

12 VA TO RELOCATE (E) CONNEX STORAGE PRIOR TO CONSTRUCTION

13 (E) MANHOLE TO REMAIN

14 EXISTING CONCRETE TO REMAIN

15 ELECTRICAL PANEL BOARD (E) INSIDE B32 - SEE ELECTRICAL SHEETS

16 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL D6, SHEET C-501 AND

CONNECT TO (E) CONCRETE SIDEWALK PER DETAIL D4, SHEET C-501

17 (E) 6' MAX RETAINING WALL TO BE REMOVED

18 REMOVE, RETAIN AND REPLACE EXISTING SIGN

19 REFINISH (E) FLOORING UNDER THE BREEZEWAY AT B24. OPTION 1: REMOVE

SEALER/REBROADCAST FLOORING AT CORRIDOR WITH SHIELD TOP US-1/16"

SYSTEM-PREVAILING, OPTION 2: GRIND AND REINSTALL FLOORING AT

CORRIDOR WITH URI-3/16" SYSTEM-PREVAILING. COORDINATE WITH COR TO

DETERMINE THE OPTION TO BE USED

20 (E) ROCK FEATURE/LANDSCAPING, PROTECT IN PLACE AND REPLACE AS

REQUIRED. COORDINATE WITH COR.

21 PROVIDE (N) RAMP LANDING TO T-5, COORDINATE WITH PROPOSED CANOPY

COLUMN FOUNDATIONS. COORDINATE WITH COR.

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

1" = 10'-0"

SITE PLAN - PHASE 3 BASE BID

MATCHLINE - SEE THIS SHEET RIGHT

MATCHLINE - SEE THIS SHEET LEFT

A

AS100.3

PHASE 3 - B24 AUDITORIUM RAMP RETAINING WALL TO BE RELOCATED, LANDSCAPING

TO BE REMOVED AND REPLACED WITH SIDEWALK

B

AS100.3

PHASE 3 - B1 & B24 LANDSCAPING TO BE REMOVED AND REPLACED WITH

WIDENED SIDEWALK, SIGN TO BE RELOCATED

NO REVISIONS DATE

10'-0"

3 3

R A

M P

D N

P H

A S

E

S E

E S

H E

E T

A S

0.

B

A S

E B

ID

PHASE 1

SEE SHEET AS100.1 BASE BID

PHASE 2

SEE SHEET AS100.2 BASE BID

B25

B31

(CLC)

B24

B1 & B24

BREEZEWAY

R A

M P

D N

R

A M

P D

N

RAMP

DN.

RAM

PDN.

RAM

PDN.

RAMP

DN. RAM

PDN.

RAMP

DN.

RAMP

DN.

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK

TO REMAIN

(BASE BID)

PARKING STALLS

PARKING STALLS

DO NOT ENCROACH ON

STAINED CONCRETE

SLAB ON GRADE

(E) ELECTRICAL

PULLBOX #3,

POC FOR NEW

12 kV LINE

FROM (N)

MANHOLE 7.

BASE BID - (N) 12 kV

ELECTRICAL LINE

FROM (N) MH-7 TO (E)

PULLBOX 3

TO MH-13

VERIFY (N) TRENCH ROUTING

WITH COR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

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P la nt P

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-1

6-

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/2

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A

M

AS100.4

ARCHITECTURAL SITE PLAN - EXISTING

SIDEWALKS AT TEMP. CANOPY BASE BID

PHASE 1

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

B24

B25

B2

B22A

B1

OPC

TEMP CANOPY

B27

B34

B

B19& B19A

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

1" = 10'-0"

SITE PLAN - TEMPORARY PEDESTRIAN CANOPY BASE BID

1 CONSTRUCT TEMPORARY ADA ACCESSIBLE RAMP TO (E) GRADE (5% MAX

SLOPE)

2 INSTALL 10' CLEAR PREFABRICATED TEMPORARY CANOPY AND WALKWAY,

TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE

3 MATCH (E) GRADE AT (E). SIDEWALK

4 (E) PARKING SIGN TO REMAIN IN PLACE

5 MAINTAIN (E) PEDESTRIAN PASSAGE ROUTE DURING CONSTRUCTION

6 (E) SIGNAGE TO REMAIN, RELOCATE AS NECESSARY

7 RELOCATE STLT BASE (E) 4' OUTSIDE SIDEWALK

8 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

9 IRRIGATION CONTROL BOX (E) TO REMAIN, PROTECT IN PLACE-MAINTAIN

ACCESS

10 ELECTRICAL PULLBOX (E) TO REMAIN, PROTECT IN PLACE-MAINTAIN ACCESS

NO REVISIONS DATE

EXISTING PARKING

SIGNS TO REMAIN

EXIST. CONC. SWALE

P H

A S

E

S E

E S

H E

E T

A S

.3

B A

S E

B

ID

PHASE 1

SEE SHEET AS100.1 BASE BID

PHASE 2

SEE SHEET AS100.2 BASE BID

'-0

10'-0"

B25

B24

F4

C-501

TYP.

F4

C-501

TYP.

F4

C-501

TYP.

5'-0" 5'-0"

DO NOT ENCROACH ON

STAINED CONCRETE

SLAB ON GRADE

12'-0"

117.09'

90.00°S E

.4

.0

N E

98.52'

45.00°

S

E

77.98'

90.00°S E

135°

'-0

" V

ERIF

Y

'-0

V

E R

IF

Y

V E

R

IF

Y

'-1

0"

V E

R

IF

Y

'-9

'-0

5' -0

5'

-0

6'- 0"

6'- 0"

VERIF

Y

'-1

1"

.0

.0

N E

AREA OF WORK

AREA OF WORK

A R

EA O

F W O R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

6 (TYP.)

(TYP.)

6(TYP.)

(TYP.)

6 (TYP.)

(TYP.)

EXISTING SIDEWALK TO REMAIN

9'-

7'-

EXISTING SIDEWALK

TO REMAIN

(BASE BID)

EXIS

TIN

G 7'-

135°

5' -0

5'

-0

'-0

B1 & B24

BREEZEWAY

PARKING STALLS

PARKING STALLS

VERIFY (N) TRENCH ROUTING

WITH COR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

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-3

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C hi lle r

P la nt P

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-1

6-

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.r vt

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7/

:4 3:

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M

AS100.5

ARCHITECTURAL SITE PLAN - EXISTING

SIDEWALKS AT PERM. CANOPY ALT. NO. 1

PHASE 1

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1" = 10'-0"

SITE PLAN - ADD ALT NO. 1, BASE BID SIDEWALKS

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

1 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER DETAIL F4, SHEET C-501

2 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY,

SEE SHEET S-102.4

3 MATCH (E) GRADE AT (E) SIDEWALK

4 (E) SIGN TO BE RELOCATED

5 (N) 8" CHWS/R IN (E) UTILITY TUNNEL FROM B22A TO (N) B31 POC, PHASE 1

BASE BID. CONTRACTOR TO PROTECT WALK OF HONOR ABOVE TUNNEL.

SEE MECHANICAL AND COORDINATE WITH COR.

6 CONSTRUCT (N) SIDEWALK EXPANSION JOINT PER DETAIL F4, SHEET C-501

7 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

8 (E) SIGN TO REMAIN

9 (F) CHASE TO CONNECT (F) BUILDINGS UNDERGROUND, NOT IN SCOPE

10 RELOCATE ELECTRICAL PULLBOX - SEE SHEET CU100.4

11 RELOCATE IRRIGATION CONTROL BOX - SEE SHEETS CU100.4

NO REVISIONS DATE

2 Revision 2 11/20/18

02/08/18

EXPIRES: 12/31/18

H

A S

E

P H

A S

E

S E

E S

H E

E T

A S

0.

A S

1.

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

97.25'

90.00°N W

.0

.0

S W

25.74'

90.00°N W

'-0

ADD ALTERNATE NO. 1

PERMANENT PED. CANOPY

SEE AS100.5 & AS101.5

B31

(CLC)

B2

B22

B22A

B36

LOT F

D4

C-501

6' -0

6'

-0

7.78'

74.49° S

E T Y

P

6' -0

T Y

P

6' -0

8' -4

V E

R

IF

Y

9' -2

VERIFY

9'-9"

TYP.

5'-0"

AT STOOP

B R

ID

G

E

(E

P

IP

E

VERIFY

9'-11"

(TYP.)

4(TYP.)

D4

C-501

D4

C-501

D4

C-501

A

AS101.1

6'-9"

VERIFY

IN

FIELD

TYP

5'-0"

D4

C-501

AREA OF WORK

V E

R

IF

Y

5' -3

V E

R

IF

Y

4' -9

F4

C-501

TYP.

F4

C-501

TYP.

T Y

P

5' -0

(E) XFMR

SDCO (E)

E

T -1

T -6

(E) XFMR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/5

-1

6-

V

A F re sn o C hi lle r P la nt

.r vt

4/

/2

:2 0:

A

M

AS101.1

ARCHITECTURAL SITE PLAN - PHASE 1 ADD

ALT. NO. 2

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" F3

SITE PLAN - PHASE 1 ADD ALT. NO. 2

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY, SEE

SHEET S-101.1

2 CONSTRUCT ADD ALT #2 (N) 10'-0" WIDE x 4" THICK CONCRETE SIDEWALK

3 CONNECT TO (E) CONCRETE SIDEWALK- MATCH EXISTING GRADE

4 CONSTRUCT (N) SIDEWALK SCORED JOINT

5 PIPE BRIDGE (E) TO REMAIN UNTIL PHASE 2

6 STAIRS TO ROOF (E) TO REMAIN

7 FENCE AND GATE - SECURE PERIMETER TO REMAIN

8 CENTERLINE OF CANOPY (N)

9 UTILITY OVERFLOW (E), PROTECT IN PLACE

10 GATE (E) TO BE RELOCATED 4 LF EAST, REPLACE ADJACENT FENCE AS

NEEDED

11 EXISTING COLUMN / CANOPY TO REMAIN UNTIL PHASE 2 CONSTRUCTION

12 PHASE 1 - BASE BID - (E) ELEC MANHOLE #7 AND VAULT TO BE REMOVED AND

REPLACED BY (N) MANHOLE AND VAULT (DEDUCTIVE ALTERNATE 2 IS TO

REPAIR IN PLACE THE EXISTING MANHOLE AND VAULT)

13 PHASE 1 - BASE BID - (N) UTILITY TRENCH, DUCTBANK AND 12 kV ELECTRICAL

LINES TO (N) MANHOLE/VAULT LOCATION. SEE CIVIL UTILITY AND ELECTRICAL

DRAWINGS. (NOT REQUIRED FOR DEDUCT ALTERNATE 2, CONTRACTOR TO

REPAIR MANHOLE/VAULT IN-PLACE AT (E) LOCATION)

14 PHASE 1 - BASE BID - (N) ELEC MANHOLE #7 AND VAULT SEE ELECTRICAL FOR

DETAILS. (DEDUCTIVE ALTERNATE 2 IS TO REPAIR IN PLACE THE EXISTING

MANHOLE AND VAULT)

15 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

A

AS101.1

BUILDING 22A DOOR, STOOP, AND UTILITY OVERFLOW TO BE PROTECTED IN PLACE

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

NO REVISIONS DATE

H

A S

E

P H

A S

E

S E

E S

H E

E T

A S

1.

A

D D

A L

T . N

O . 2

AREA OF WORK

AREA OF WORK

AREA OF WORK

P H

A S

E

93.84'

74.49° N

W

116.78'

90.00°N W

'-0

AREA OF WORK

B36B3

B24

1D4

C-501

PHASE 3

SEE SHEET AS101.3 ADD ALT. NO. 2

D4

C-501

D4

C-501

D4

C-501

T Y

P

5' -0

T Y

P

5' -0

V E

R

IF

Y

7' -3

V E

R

IF

Y

'-8

PHASE 2

SEE SHEET AS100.5 & AS101.5 ADD ALTERNATE NO. 1

A R

E A

O F

W O

R K

P H

A S

E

S E

E S

H E

E T

A S

1.

A

D D

A L

T . N

O . 2

F4

C-501

TYP.

B4

C-501

D4

C-501

E

16 15

T -8

T -9

(E) XFMR

(E) XFMR

(E) XFMR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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AS101.2

ARCHITECTURAL SITE PLAN - PHASE 2 ADD

ALT. NO. 2

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" F1

SITE PLAN - PHASE 2 ADD ALT. NO. 2

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY, SEE

STRUCTURAL DRAWINGS

2 CONSTRUCT 4" THICK CONCRETE SIDEWALK

3 CONNECT TO (E) CONCRETE SIDEWALK, MATCH (E) GRADE

4 (E) 2' RETAINING WALL TO BE RELOCATED. SEE STRUCTURAL DETAIL

F4/S-501 AND ARCHITECTURAL DETAIL F1/A-502

6 CONNECT PROPOSED RET. WALL TO (E) RET. WALL, MATCH (E)

7 LOCATION OF (N) ROOF DRAIN AND OVERFLOW TO SPLASH BLOCK BELOW

8 CONSTRUCT (N) SIDEWALK SCORED JOINT

9 PLANTER (E) WITH TREE (E) TO REMAIN, PROTECT IN-PLACE TO PRESERVE

INTEGRITY

10 ALIGN EDGE OF (N) SIDEWALK WITH EDGE OF (E) SIDEWALK

11 PORTION OF (E) CANOPY, RAMP AND RAILING TO REMAIN UNTIL (F) TECH

BLDG

12 PHASE 1 - BASE BID - (E) ELEC MANHOLE #7 AND VAULT TO BE REMOVED AND

REPLACED BY (N) MANHOLE AND VAULT (DEDUCTIVE ALTERNATE 2 IS TO

REPAIR IN PLACE THE EXISTING MANHOLE AND VAULT)

13 PHASE 1 - (E) ELEC MANHOLE #5 TO REMAIN -PROVIDE 6" DIA CORE DRILLED

FLOOR DRAINS AT EACH VAULT CORNER WITH 1" GRAVEL BACKFILL,

MINIMUM 6' DEPTH BELOW VAULT WITH METAL GRATING INLET COVER.

14 PHASE 1 - BASE BID - (N) ELEC MANHOLE #7 AND VAULT SEE ELECTRICAL

FOR DETAILS. (DEDUCTIVE ALTERNATE 2 IS TO REPAIR IN PLACE THE

EXISTING MANHOLE AND VAULT)

15 PHASE 1 - BASE BID - (N) UTILITY TRENCH, DUCTBANK AND 12 kV ELECTRICAL

LINES TO (N) MANHOLE/VAULT LOCATION. SEE CIVIL UTILITY AND

ELECTRICAL DRAWINGS. (NOT REQUIRED FOR DEDUCT ALTERNATE 2,

CONTRACTOR TO REPAIR MANHOLE/VAULT IN-PLACE AT (E) LOCATION)

16 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22,

B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

NO REVISIONS DATE

a s

P H

A S

E

S E

E S

H E

E T

A S

1.

A

D D

A L

T . N

O . 2

P H

A S

E

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

PHASE 3

PHASE 2

SEE SHEET AS101.2 ADD ALT. NO. 2

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

B3

B1

B17

B24

B1 & B24 BREEZEWAY

B32

D4

C-501

D4

C-501

F1

A-502

SIM

D4

C-501

10'-0" M

IN

11'-3"

'-0

" M

IN

10'-0" +/-

6 (TYP.)

F1

A-502

F1

A-502

A

AS101.3

E Q

E Q

B

AS101.3

C

AS101.3

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

SDCO (E)

D4

C-501 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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AS101.3

ARCHITECTURAL SITE PLAN - PHASE 3 ADD

ALT. NO. 2

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" F3

SITE PLAN - PHASE 3 ADD ALT. NO. 2

1 PROPOSED STRUCTURAL COLUMN - LOCATION FOR REFERENCE ONLY, SEE

SHEET S-101.3

2 CONSTRUCT (N) 10'-0" WIDE x 4" THICK CONCRETE SIDEWALK

3 CONNECT TO (E) CONCRETE SIDEWALK - MATCH (E) GRADE

4 CONSTRUCT (N) 2' SEAT WALL PER DETAIL F1, SHEET A-501. CONSTRUCT

RETAINING WALL PER DETAIL B7, C-501

5 REMOVE PORTION OF (E) HANDRAIL AT NEW SEATWALL

6 CONSTRUCT (N) SIDEWALK SCORED JOINT

7 LOCATION OF (N) DOWNSPOUT TO SPLASH BLOCK BELOW

8 (N) FENCING SEE DETAIL A2/C-502, AS REQUIRED TO MAINTAIN SECURE

PERIMETER. REMOVE (E) FENCE IN CONFLICT WITH NEW COLUMNS AND

LIGHTING, RELOCATE 8' EAST MAXIMUM, COORDINATE WITH THE COR.

9 (E) EDGE OF SIDEWALK TO REMAIN

10 PORTION OF (E) HANDRAIL TO REMAIN

11 ELECTRICAL PANEL BOARD (E) INSIDE B32 - SEE ELECTRICAL SHEETS

12 CONSTRUCT CONCRETE SIDEWALK PER DETAIL F4, SHEET C-501 AND

CONNECT TO (E) CONCRETE SIDEWALK PER DETAIL D4, SHEET C-501, MATCH

(E) GRADE

13 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL D6, SHEET C-501 AND

CONNECT TO (E) CONCRETE SIDEWALK PER DETAIL D4, SHEET C-501

14 REMOVE, RETAIN AND REPLACE EXISTING SIGN

15 (E) ROCK FEATURE/LANDSCAPING, PROTECT IN PLACE AND REPLACE AS

REQUIRED. COORDINATE WITH COR.

16 PROVIDE (N) RAMP LANDING TO T-5, COORDINATE WITH PROPOSED CANOPY

COLUMN FOUNDATIONS. COORDINATE WITH COR.

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION

WARRANTY REQUIREMENTS FOR ANY MODIFICATIONS TO

ROOFING TO ENSURE NO VIOLATIONS OCCUR OF THE WARRANTY.

CONTRACTOR TO EMPLOY A CERTIFIED ROOFING INSPECTOR

MEETING THE REQUIREMENTS OF THE INSTALLED ROOF. ALL

WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED

PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY

WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22, B24 &

B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE,

SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO

THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE

PROOF CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND

ELECTRICAL SYSTEMS AND SHALL PROVIDE NECESSARY

OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN REQUIRED

EQUIPMENT ACCESS AND SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND

FIELD VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY

DIFFER FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY

IN ADVANCE THE LOCATION AND CONDITION OF THOSE EXISTING

SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR

TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO

DIFFER SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS

WITH ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED

AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS

REQUIRED TO COMPLETE THIS PROJECT, THE CONTRACTOR

SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING

CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW

EXPOSED EXTERIOR PIPE PENETRATIONS AND SEAL

COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED

ROUTE IS REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN

BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND

SYSTEMS OR PEDESTRIAN CONTROL DEVICES WITHIN THE

TEMPORARY ACCESSIBLE PATHWAY SHALL BE PROTECTED IN

PLACE OR TEMPORARILY RELOCATED AS NECESSARY FOR

CONTINUED UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

A

AS101.3

BUILDING 22A DOOR, STOOP, AND UTILITY OVERFLOW TO BE PROTECTED IN PLACE

B

AS101.3

PHASE 3 NORTHERN CANOPY RUN TO EAST HARVARD AVENUE

B

AS101.3

PHASE 3 B1 & B24 BREEZEWAY STAIR CANOPY CONNECTION

NO REVISIONS DATE

3 3

R A

M P

D N

P H

A S

E

S E

E S

H E

E T

A S

1.

A

D D

A L

T . N

O . 2

PHASE 1

SEE SHEET AS101.1 ADD ALT. NO. 2

PHASE 2

SEE SHEET AS101.2 ADD ALT. NO. 2

B25

B31

(CLC)

B24

B1 & B24

BREEZEWAY

R A

M P

D N

R A

M P

D N

RAMP

DN.

RAM

PDN.

RAM

PDN.

RAMP

DN.

RAM

PDN.

RAMP

DN.

RAMP

DN.

EXISTING SIDEWALK TO BE REPLACED,

ADD ALT. NO. 2

EXISTING SIDEWALK

TO REMAIN

(BASE BID)

(E) CONCRETE CURB

TO REMAIN FOR

TEMP. CANOPY

77.98'

90.00°S E

98.52'

45.00°

S

E

116.49'

90.00°S E

.4

.0

N E

.6

.0

N E

38.10'

45.00°

S

E

DO NOT ENCROACH ON

STAINED CONCRETE

SLAB ON GRADE

VERIFY (N) TRENCH ROUTING

WITH COR

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

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C hi lle r

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-1

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A

M

AS101.4

ARCHITECTURAL SITE PLAN - EXPANDED

SIDEWALKS ADD ALT. NO.2 AT TEMP. CANOPY

BASE BID PHASE 1

M. PERKINS D. YOUNG02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" F1

SITE PLAN - TEMPORARY PEDESTRIAN CANOPY PHASE 1 ADD ALT. NO. 2

1 CONSTRUCT TEMPORARY ADA ACCESSIBLE RAMP TO (E) GRADE (5% MAX

SLOPE)

2 INSTALL 10' CLEAR PREFABRICATED TEMPORARY CANOPY AND WALKWAY,

TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE

3 MATCH (E) GRADE AT (E). SIDEWALK

4 (E) PARKING SIGN TO REMAIN IN PLACE

5 MAINTAIN (E) PEDESTRIAN PASSAGE ROUTE DURING CONSTRUCTION

6 (E) SIGNAGE TO REMAIN, RELOCATE AS NECESSARY

7 RELOCATE STLT BASE (E) 4' OUTSIDE SIDEWALK

8 (N) UTILITY TRENCH, SEE CIVIL UTILITY DRAWINGS

9 IRRIGATION CONTROL BOX (E) TO REMAIN, PROTECT IN PLACE-MAINTAIN

ACCESS

10 ELECTRICAL PULLBOX (E) TO REMAIN, PROTECT IN PLACE-MAINTAIN ACCESS

GENERAL SHEET NOTES

KEYNOTES

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

B24

B25

B2

B22A

B1

OPC

TEMP CANOPY

B27

B34

B

B19& B19A

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION

WARRANTY REQUIREMENTS FOR ANY MODIFICATIONS TO

ROOFING TO ENSURE NO VIOLATIONS OCCUR OF THE WARRANTY.

CONTRACTOR TO EMPLOY A CERTIFIED ROOFING INSPECTOR

MEETING THE REQUIREMENTS OF THE INSTALLED ROOF. ALL

WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED

PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY

WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3, B22, B24 &

B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE,

SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO

THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE

PROOF CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND

ELECTRICAL SYSTEMS AND SHALL PROVIDE NECESSARY

OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN REQUIRED

EQUIPMENT ACCESS AND SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND

FIELD VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY

DIFFER FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY

IN ADVANCE THE LOCATION AND CONDITION OF THOSE EXISTING

SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR

TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO

DIFFER SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS

WITH ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED

AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS

REQUIRED TO COMPLETE THIS PROJECT, THE CONTRACTOR

SHALL PATCH AND PAINT AND RETURN TO MATCH EXISTING

CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW

EXPOSED EXTERIOR PIPE PENETRATIONS AND SEAL

COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED

ROUTE IS REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN

BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND

SYSTEMS OR PEDESTRIAN CONTROL DEVICES WITHIN THE

TEMPORARY ACCESSIBLE PATHWAY SHALL BE PROTECTED IN

PLACE OR TEMPORARILY RELOCATED AS NECESSARY FOR

CONTINUED UNINTERUPTED OPERATION, ACCESS,

MAINTENANCE AND / OR VISIBILITY.

NO REVISIONS DATE

E…