36C26118R0487-097.pdf

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

T

E

E

E

G

E

E EE E E E

E E

E

E EE

E E

E E

E E

E

E

STLT STLT

E E

E EE E E E

E E

E E

T T

T

T TT T

T TT T

T T

T T

S D

S D

S D

SD SDSD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD

E E

E E

E E

E E

E

C H W

C H W

C H

W C

H W

C H

W C

H W

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

P H

A S

E

P H

A S

E

S E

E S

H E

E T

C U

0.

B

A S

E B

ID

STLT (E)

E L E

C

E

3" SD (E) ELEC (E)

NATURAL GAS (E)

C O

M M

E

W T

R

F

IR

E

(E

/2 " N

A T

U R

A L G

A S

(E

B22

B31 B22A

B25

B36

W T

R

D O

M

(E

E L E

C

E

TELE (E)

TELE (E)

4" ELEC 1

3 1

PHASE 1

SEE SHEET CU100.4 BASE BID TEMP CANOPY

& CU100.5 ADD ALT.

B2

ELEC (E)

WATER DOM. (E)

WATER FIRE (E)

WATER WELL (E)

NATURAL GAS (E)

ELEC (E)

E

LE

C (E

TELE (E

T E

L E

E

NATURAL GAS (E)

SANITARY SEWER (E)

NAT. GAS (E)

WATER FIRE (E)

EAST HARVARD AVENUE

E L E

C

E

ELEC (E

E L E

C

E

ELEC (E)

NATURAL GAS (E)

WATER IRR (E)

SIGN (E)

D

CU-101.1

C

CU-101.1

B

CU-101.1

A

CU-101.1

DIESEL

TANK

DIESEL

TANK

SSCO (E)

TELE (E)

AREA OF WORK

A R

E A

O F

W O

R K

XFMR (E)

E

E

E

E

T

E

XFMR (E)

G

E

WV (E)

W

U T

IL

IT

Y V

A U

L T

E

E

E

XFMR (E)

PIV

S T

L T

E

AREA OF WORK

5 9

ADD ALT

NO. 1

P H

A S

E

S E

E S

H E

E T

C U

.2 B

A S

E B

ID

ELEC PULLBOX (E)

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

P H

A S

E

UTILITY OVERFLOW (E),

PROTECT IN PLACE

6 9

EXISTING CONCRETE

DUCT BANK

E L E

C

E

SDCO (E)

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

2/ 8/

:1

4:

P M

CU100.1

CIVIL UTILITY PLAN - PHASE 1 BASE BID

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

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

CIVIL UTILITY LEGEND

KEYNOTES

GENERAL SHEET NOTES

BENCHMARK:

BRE CONTROL POINT

#2 CITY TBM 146

FOUND CHISELED SQUARE ON CURB, SOUTH SIDE OF CLINTON, 135' WEST OF

ANGUS. ELEVATION=305.352

1" = 10'-0"

SITE PLAN - PHASE 1 BASE BID

1 RELOCATED 4" ELECTRICAL LINE & CONDUIT

2 RELOCATED STREETLIGHT LINE & CONDUIT

3 RELOCATED 2" PVC ELECTRICAL LINE & CONDUIT

4 (E) PIPE BRIDGE, SEE ARCHITECTURAL, PLUMBING AND MECHANICAL

DRAWINGS FOR REMOVAL AND SEQUENCE, PROVIDE TEMPORARY SHORING

AT REMOVED COLUMN FOR NEW PEDESTRIAN LINK

5 RELOCATED TELEPHONE LINE & CONDUIT

6 RELOCATED 8" STORM DRAIN PIPE

7 UTILITY POINT OF CONNECTION

8 CURB & GUTTER (E)

9 TRENCHING (24" MIN DEPTH PER VA SPECIFICATION). SEE B4/C-501.

10 (E) TUNNEL TO REMAIN, (N) 6" CHWS/R TO BE ROUTED TO B31 ADDITION

11 UTILITY CROSSING - SEE UTIL SEPARATION NOTES & DETAIL C7, SHEET C-501

12 (E) STORM DRAIN INLET OUTSIDE SIDEWALK TO REMAIN

13 (E) ELEC MANHOLE TO REMAIN - REPAIR IN PLACE

14 (E) FENCE TO BE REPLACED W/ (N) FENCE AND SECURED GATE WITH PIN PAD

15 (E) ELEC TRANSFORMER T-10

16 CONSTRUCT CONCRETE DUCT (N) - CONNECT TO DUCT BANK (E)

17 (N) 6" CHWS/R IN (E) UTILITY TUNNEL FROM B22A TO (N) B31 POC, PHASE 1

BASE BID. SEE MECHANICAL AND COORDINATE WITH COR.

NO REVISIONS DATE

02/08/18

EXPIRES: 12/31/18

GV

G V

GV

GV

E

T

E

E E E

E

E E

E EE

E E

E EE E E E E E E E

E

E E

E E

E

E E

E E

E

E

E E

E EE E E E E

E E

G G

G

G GG G G G G

G

E

E S D

S D

S D

S D

S D

SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

S D

S D

S D

S D

S D

S D

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

P H

A S

E

S E

E S

H E

E T

C U

0.

B

A S

E B

ID

P H

A S

E

P H

A S

E

P H

A S

E

S E

E S

H E

E T

C U

0.

B

A S

E B

ID

SS (E)

12 KV ELEC (E)

GAS (E)

STLT (E)

GAS (E)

ELEC (E)

STLT (E)

E L E

C

E

3" SD (E)

ELEC (E)

NATURAL GAS (E)

C O

M M

(E

W T

R

F

IR

E

(E

N A

T U

R A

L G

A S

(E

T E

L E

E

IR

R

(E

E L E

C

E

ELEC (E)

ELEC (E)

B36 B22

B3

B24

B25

TREE (E)

(TYP.)

A

CU-101.2

B

CU-101.2

D

CU-101.2

C

CU-101.2

UTILITY TUNNEL (E)

UTILITY BRIDGE (E)

UTILITY TUNNEL (E)

PHASE 2

PHASE 1

SEE SHEET CU100.4 BASE BID TEMP CANOPY

& CU100.5 ADD ALT.

P H

A S

E

S E

E S

H E

E T

C U

0.

B A

S E

B

ID

AREA OF WORK

AREA OF WORK

A R

E A O

F W O

R K

N A

T U

R A

L G

A S

E

UTILITY VAULT (E)

T E

L E

E

STEAM RETURN (E)

LANDSCAPE (E)

E

LEC

(E

XFMR (E)

E

T

XFMR (E)

XFMR (E)

SDCO (E)

E

TELE (E)

W T

R

D O

M

(E

P H

A S

E

S E

E S

H E

E T

C U

.1

ELEC (E)

11 8

13 8

RAMP

R A

M P

TRAILER T5

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

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

2/ 8/

:1

4:

P M

CU100.2

CIVIL UTILITY PLAN - PHASE 2 BASE BID

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

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

CIVIL UTILITY LEGEND

KEYNOTES

GENERAL SHEET NOTES

BENCHMARK:

BRE CONTROL POINT

#2 CITY TBM 146

FOUND CHISELED SQUARE ON CURB, SOUTH SIDE OF CLINTON, 135' WEST OF

ANGUS

ELEVATION=305.352

1" = 10'-0"

SITE PLAN - PHASE 2 BASE BID

1 RELOCATED (2) 4" ELECTRICAL LINE & CONDUITS

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

3 RELOCATED 2 1/2" NATURAL GAS PIPE

4 STORM DRAIN INLET (E) TO REMAIN

5 UTILITY POINT OF CONNECTION

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

INTEGRITY

7 (E) RAISED PLANTER AREA TO REMAIN

8 TRENCHING (24" MIN DEPTH PER VA SPECIFICATION). SEE B4/C-501.

9 (E) STORM DRAIN TO REMAIN

10 (E) RETAINING WALL TO REMAIN

11 RELOCATED WATERLINES - CUT AND INSTALL 90 DEGREE PVC ELBOW AND

PVC PIPE, MATCH EXISTING SIZE

12 (E) TREE TO REMAIN IN PLACE

13 RELOCATED 6" STORM DRAIN PIPE

14 (E) ELEC MANHOLE #7 TO REMAIN - REPAIR IN PLACE

15 (E) ELEC MANHOLE #6 TO REMAIN - REPAIR IN PLACE

NO REVISIONS DATE

S S

SSCO

G a s

O O

O

O

O O

E E

E E

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

SSMH (E)

RIM=309.10

4" INV. IN = 307.60 (SW)

8" INV. IN = 297.50 (EAST)

8" INV. IN = 297.49 (S)

8" INV. OUT = 297.45 (W)

(E ) S

A N

IT

A

R Y

S E

W E

R (A

B A

N D

O N

E D

P H

A S

E

S E

E S

H E

E T

C U

0.

B

A S

E B

ID

P H

A S

E

W T

R

F

IR

E

(E

G A

S

E

O X

Y G

E N

E

GAS (E)

SS LATERAL (E)

E

LE

C (E

SS (E)

T E

L E

E

B1

B24

B3

B32

3'-0"

4' -6

W T

R

F

IR

E

(E

PHASE 2

SEE SHEET CU100.2 BASE BID

TREE (E)

(TYP.)

A

CU-101.3

B

CU-101.3

AREA OF WORK

C

CU-101.3

T5

PIV (E)

FDC (E)

XFMR (E)

SDCO (E)

SDCO (E)

SDCO (E)

SDCO (E)

S S (E

TANK

(E)

S S

E

O X

Y G

E N

E

W T

R

F

IR

E

(E

PHASE 3

(E) 4" SS AT 2'-0" BENEATH GRADE,

CAPPED AND ABANDONED PER VA

RECORD DOCUMENTS

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

TUNNEL

COORDINATE FENCE

REPLACMENT

LOCATION WITH COR

OXYGEN (E

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

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

2/ 8/

:1

4:

P M

CU100.3

CIVIL UTILITY PLAN - PHASE 3 BASE BID

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

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

CIVIL UTILITY LEGEND

KEYNOTES

GENERAL SHEET NOTES

BENCHMARK:

BRE CONTROL POINT

#2 CITY TBM 146

FOUND CHISELED SQUARE ON CURB, SOUTH SIDE OF CLINTON, 135' WEST OF

ANGUS

ELEVATION=305.352

1" = 10'-0"

SITE PLAN - PHASE 3 BASE BID

1 RELOCATED OXYGEN LINE

2 PIPE PENETRATION THROUGH ROOF OF TUNNEL W/ NEOPRENE GASKETING.

SEE DETIL D4, SHEET A-311

3 (E) SANITARY SEWER PIPE ABANDONED IN PLACE

4 UTILITY POINT OF CONNECTION

5 ELECTRICAL PANEL BOARD (E) INSIDE B32

6 FDC (E)

7 NATURAL GAS CONNECTION (E) WITH REQUIRED CLEAR SPACE

8 VERIFY WITH VA EXISTING ABANDONED SANITARY SEWER LINE

NO REVISIONS DATE

T

E

E

E

S

TLT

S

TLT

STLT STLTSTLT

T T

T T

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

CHW CHWCHW CHW

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

S

D (E

TELE (E)

STLT COND (E)

STLT COND (E)

IR

R (E

S S

E

E

E

LEC

(E

TELE

(E)

E

LEC

(E

IR

R

(E

) SD (E)

S D

(E

8" VCP SS (E)

ELEC (E)

STLT COND (E)

TELE (E)

IR

R

(E

TE

LE

(E

E

LE

C (E

E L E

C

E

STLT COND (E)

S D

E

S D

E

AREA DRAIN (E)

(TYP)

E L E

C

E

SDCO (E)

SDCO (E)

SDCO (E)

SSCO (E)

SDCO (E)

E

T

SDCO (E)

A R

E A

O F

W O

R K

A R

EA O

F W O R K

AREA OF WORK

A R

EA O

F W O R K

A R

E A

O F

W O

R K

PHASE 1

SEE SHEET CU100. 1 BASE BID

TEMPORARY CANOPY

PHASE 2

SEE SHEET CU100.2 BASE BID

PHASE 3

SEE SHEET CU100.3

BASE BID

TEMPORARY CANOPY

B25

B24

ELEC (E)STLT COND (E)

PHASE 3

SEE SHEET CU100.3

BASE BID

TELE (E)

(E) ABANDONED STORM

DRAIN AND CAP

EXISTING SIDEWALK TO REMAIN

(BASE BID)

8" V

C P S

S E

S D

(E

W A

T D

O M

(E

N A

T . G

A S

(E

PARKING STALLS

PARKING STALLS

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

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

2/ 8/

:1

4:

P M

CU100.4

CIVIL UTILITY PLAN - TEMP. CANOPY BASE BID

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0"

SITE PLAN - TEMPORARY PEDESTRIAN CANOPY BASE BID

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

CIVIL UTILITY LEGEND

KEYNOTES

GENERAL SHEET NOTES

BENCHMARK:

BRE CONTROL POINT

#2 CITY TBM 146

FOUND CHISELED SQUARE ON CURB, SOUTH SIDE OF CLINTON, 135' WEST OF

ANGUS

ELEVATION=305.352

1 (E) STORM DRAIN MANHOLE TO REMAIN

2 (E) STREETLIGHT OR LANDSCAPE LIGHTING TO REMAIN

3 (E) STORM DRAIN PIPE TO REMAIN

4 (E) SANITARY SEWER LINE TO REMAIN

5 (E) TELEPHONE LINE & CONDUIT TO REMAIN

6 (E) TELEPHONE & ELECTRIC LINE & CONDUIT TO REMAIN

7 (E) STREETLIGHT LINE & CONDUIT TO REMAIN

8 (E) TUNNEL LOCATION, BELOW

9 (E) STORM DRAIN TRENCH DRAIN

10 (E) SIGN TO REMAIN

11 (E) IRRIGATION TO REMAIN

12 (E) SANITARY SEWER MANHOLE TO REMAIN

13 RELOCATE STLT BASE (E) 4' OUTSIDE SIDEWALK

14 RELOCATE STREETLIGHT LINE & CONDUIT

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

ACCESS

16 ELEC. PULLBOX (E) TO REMAIN, PROTECT IN PLACE-MAINTAIN ACCESS

17 (N) 6" CHWS/R IN (E) UTILITY TUNNEL FROM B22A TO (N) B31 POC, PHASE 1

BASE BID. SEE MECHANICAL AND COORDINATE WITH COR.

NO REVISIONS DATE

T

E

E

E

T TT T

T

T

E EE E

E

E

STLTSTLT

S

TLT

S

TLT

STLT STLTSTLT G

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G GG

S D

S D

S D

S D

S D

SD

SD

STLT STLT

T T

T T

S T

L T

S T

L T

S T

L T

S T

L T

S T

L T

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

S D

E

S D

(E

TELE (E)

STLT COND (E)

8" VCP SS (E)

ELEC (E)

STLT COND (E)

TELE (E)

STLT COND (E)

IR

R

(E

IR

R (E

TE

LE

(E

E

LE

C (E

E L E

C

E

STLT COND (E)

S D

E

S D

E

AREA DRAIN (E)

(TYP)

B25

B24

B

CU-101.4

A

CU-101.4

A R

E A

O F

W O

R K

A R

EA O

F W O R K

AREA OF WORK

A R

EA O

F W O R K

A R

E A

O F

W O

R K

PHASE 1

SEE SHEET CU100.1 BASE BID

ADD ALTERNATE CANOPY

PHASE 2

SEE SHEET CU100.2 BASE BID

PHASE 3

SEE SHEET CU100.3

BASE BID

ADD ALTERNATE CANOPY

E L E

C

E

SDCO (E)

SDCO (E)

SDCO (E)

SDCO (E)

SDCO (E)

E

H

T

E

SDCO (E)

E

LEC

(E

TELE

(E)

E

LEC

(E

IR

R

(E

REMOVED ABANDONED UTILITIES IN

CONFLICT WITH PROPOSED

FOOTINGS, TYPICAL

VERIFY MINIMUM CLEARANCES

WITH PROPOSED FOOTINGS

(N) POWER FOR RELOCATED

SIGN, AS NECESSARY OR

REQUIRED

ELEC (E)STLT COND (E)

RELOCATED SIGN

PHASE 3

SEE SHEET CU100.3

BASE BID

SIGN TO BE

RELOCATED

8" V

C P S

S E

SSMH (E)

(E) SLEEVED IRRIGATION

LINE TO REMAIN

(F) UTILITY CHASE TO

TUNNEL BELOW

SD (E

) W

A T

D O

M (E

N A

T . G

A S

(E

SDCO (E)

PARKING STALLS

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

TEMPORARY CANOPY AND SIDEWALK WILL NOT AFFECT EXISTING UTILITIES.

SEE SHEET AS101.4 FOR TEMPORARY SIDEWALK AND CANOPY LOCATION.

TEMPORARY CANOPY AND TEMP SIDEWALK TO BE REMOVED UPON

COMPLETION OF PHASE 3

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

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-1

6-

V

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

.r vt

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:1

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P M

CU100.5

CIVIL UTILITY PLAN - ADD ALT NO. 1 CANOPY

BASE BID

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" G4

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

1 EXISTING S.D. PIPE TO BE RELOCATED

2 (E) TELEPHONE LINE & CONDUIT TO REMAIN

3 EXISTING TELEPHONE & ELECTRIC LINE & CONDUIT TO BE RELOCATED

4 RELOCATE STREETLIGHT LINE & CONDUIT

5 (E) TUNNEL TO REMAIN, UNDISTURBED. (F) 6" CHWSR TO B31 CLC

EXPANSION, SEE A-101.

6 STORM DRAIN TRENCH DRAIN (E)

7 RELOCATE STLT BASE (E) 4' OUTSIDE SIDEWALK

8 RELOCATE IRRIGATION CONTROL BOX

9 RELOCATE ELECTRICAL PULLBOX

10 (E) 4" IRRGATION, INSTALL (N) PVC SLEEVES AT IRRIGATION LINES

BENEATH (N) SIDEWALKS. TYPICAL

11 RELOCATE (E) 1 1/2" NATURAL GAS PIPE

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

CIVIL UTILITY LEGEND

KEYNOTES

GENERAL SHEET NOTES

NORTH

TEMPORARY CANOPY NOTES

(E) TREES TO BE REMOVED FOR

ADD ALT.

(COORDINATE WITH VA)B

AD104

COLORED CONCRETE TO BE

PROTECTED IN PLACE

A

AD104

NO REVISIONS DATE

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

T

E

E

E

G

E

E EE E E E

E E

E

E E

E E

E E

E E

E

E

E E

E EE E E E

E E

E E

T T

T

T TT T

T TT T

T T

T T

STLT STLT

S D

S D

S D

SD SDSD SD SD SD SD SD SD SD SD SD SD SD

E E

E E

E E

E E

E

SD

SD

SD

SD

SD

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

P H

A S

E

P H

A S

E

S E

E S

H E

E T

S C

U

1.

STLT (E)

E L E

C

E

3" SD (E)

ELEC (E)

NATURAL GAS (E)

C O

M M

E

W T

R

F

IR

E

(E

/2 " N

A T

U R

A L G

A S

(E

B22

B31

B22A

B25

B36

W T

R

D O

M

(E

E L E

C

E

TELE (E)

TELE (E)

4" ELEC 1

ADD ALTERNATE CANOPY

SEE SHEET CU100.5

B2

ELEC (E)

WATER DOM. (E)

WATER FIRE (E)

WATER WELL (E)

NATURAL GAS (E)

ELEC (E)

E

LE

C (E

TELE (E

T E

L E

E

NATURAL GAS (E)

SANITARY SEWER (E)

NAT. GAS (E)

WATER FIRE (E)

EAST HARVARD AVENUE

E L E

C

E

ELEC (E

E L E

C

E

ELEC (E)

NATURAL GAS (E)

WATER IRR (E)

SIGN (E)

D

CU-101.1

MECHANICAL

EQUIPMENT (E)

C

CU-101.1

B

CU-101.1

A

CU-101.1

WATER

TANK

WATER

TANK

SSCO (E)

TELE (E)

AREA OF WORK

A R

E A

O F

W O

R K

XFMR (E)

E

E

E

SDCO (E)

E

T

E

XFMR (E)

G

E

WV (E)

W

U T

IL

IT

Y V

A U

L T

E

E

E

XFMR (E)

PIV

AREA OF WORK

4 8

ALT NO. 1

P H

A S

E

S E

E S

H E

E T

S C

U

1.

P H

A S

E

UTILITY OVERFLOW (E),

PROTECT IN PLACE

ELEC (E)

AREA OF WORK

EXISTING CONCRETE

DUCT BANK

S .D

(E

SDCO (E)

E L E

C

E

E L E

C

E

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

620 LF OF CANOPY TO BE REMOVED AND REPLACED. 575 LF OF TEMPORARY

CANOPY TO BE INSTALLED. SEE SHEETS AS101.1-AS101.5 FOR

CANOPY/SIDEWALK INFORMATION.

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

2/ 8/

:1

4:

P M

CU101.1

CIVIL UTILITY PLAN - PHASE 1 ADD ALT. NO. 2

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

NORTH

1" = 10'-0" F1

SITE PLAN - PHASE 1 ADD ALT. NO. 2

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

CIVIL UTILITY LEGEND

GENERAL SHEET NOTES

KEYNOTES

1 RELOCATED 4" ELECTRICAL LINE & CONDUIT

2 RELOCATED STREETLIGHT LINE & CONDUIT

3 RELOCATED 2" PVC ELECTRICAL LINE & CONDUIT

4 RELOCATED TELEPHONE LINE & CONDUIT

5 RELOCATED 8" STORM DRAIN PIPE

6 UTILITY POINT OF CONNECTION

7 CURB & GUTTER (E)

8 TRENCHING (24" MIN DEPTH PER VA SPECIFICATION). SEE DETAIL B4, SHEET

C-501.

9 (E) TUNNEL TO REMAIN, UNDISTURBED

10 UTILITY CROSSING - SEE UTILITY SEPARATION NOTES AND DETAIL C7, SHEET

C-501

11 (E) STORM DRAIN INLET OUTSIDE SIDEWALK TO REMAIN

12 PROTECT ELECTRICAL MANHOLE OR PULLBOX TO REMAIN IN PLACE

13 CONSTRUCT CONCRETE DUCT (N) - CONNECT TO DUCT BANK (E)

14 (E) ELEC TRANSFORMER T-10

(E) B22A CHILLED WATER SERVICE TO BE EXTENDED TO

(N) CANOPY

(E) B31 CANOPY TO BE REPLACED WITH (N) CANOPY HOUSING UTILITY

CHASE

(E) PIPE BRIDGE AND CHILLED WATER SERVICE TO BE REMOVED

(E) PIPE BRIDGE AND CHILLED WATER SERVICE TO BE MOVED TO (N)

CANOPY UTILITY CHASE

CANOPY NOTE:

D

CU-101.1

C

CU-101.1

B

CU-101.1

A

CU-101.1

NO REVISIONS DATE

GV

G V

GV

GV

E

T

E

E E E

E

E E

E E

E E

E

E

E E

E EE E E E E

G G

G

G GG G G G G

G

E EE E E E E E E E

E

E E

E E

E

E

E S D

S D

S D

S D

S D

E

E

E E

E E

E

SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

S D

S D

S D

S D

S D

S D

E E

E

ES

D

S D

S D

SD SD SD SD

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

P H

A S

E

S E

E S

H E

E T

S

C U

0.

C U

1.

P H

A S

E

P H

A S

E

P H

A S

E

S E

E S

H E

E T

S C

U

.3

C

U

1.

SS (E)

ELEC (E)

GAS (E)

STLT (E)

NATURAL GAS (E)

ELEC (E)

STLT (E)

E L E

C

E

3" SD (E)

ELEC (E)

NATURAL GAS (E)

C O

M M

(E

W T

R

F

IR

E

(E

N A

T U

R A

L G

A S

(E

T E

L E

E

IR

R

(E

E L E

C

E

ELEC (E)

ELEC (E)

B36 B22

B3

B24

B25

TREE (E)

(TYP.)

A

CU-101.2

B

CU-101.2

D

CU-101.2

C

CU-101.2

UTILITY TUNNEL (E)

UTILITY TUNNEL (E)

UTILITY TUNNEL (E)

PHASE 2

ADD ALTERNATE CANOPY

SEE SHEET CU100.5 & CU101.5

P H

A S

E

S E

E S

H E

E T

C U

1.

AREA OF WORK

AREA OF WORK

A R

E A O

F W O

R K

N A

T U

R A

L G

A S

E

UTILITY VAULT (E)

T E

L E

E

STEAM RETURN (E)

LANDSCAPE (E)

E

LEC

(E

XFMR (E)

1 9

E

T

XFMR (E)

XFMR (E)

SDCO (E)

E

TELE (E)

W T

R

D O

M

(E

12 9

14 9

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE

CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL ASSOCIATION OF

PLUMBING AND MECHANICAL OFFICIALS UNIFORM PLUMBING CODE & NFPA 24,

LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER,

AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO

INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN

LINES AND ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED

AND APPROVED FOR FIRE SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN.

CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES

PRIOR TO BEGINNING OF WORK. CONTRACTORS SHALL COORDINATE WITH THE

COR TO VERIFY LOCATION OF EXISTING UTILITIES. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE COR AND RESOLVED PRIOR TO BEGINNING OF

WORK.

9. SEE SHEET C-501 FOR UTILITY SEPARATION AND BURY DEPTHS.

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FT FEET OR FOOT

HC HANDICAP

HCP HANDICAPPED

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LF LINEAR FEET (FOOT)

MH MANHOLE

MIN MINIMUM

N NORTH

NA NOT APPLICABLE

(N) NEW

OC ON CENTER

PRKG PARKING

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

REQD REQUIRED

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

CB CATCH BASIN

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COND CONDUIT

COMM COMMUNICATIONS

CONSTR CONSTRUCTION

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DWG DRAWING

E ELECTRICAL

EA EACH

EG EXISTING GRADE

ELEC ELECTRIC

EP EDGE OF PAVEMENT (PAVING)

EQUIP EQUIPMENT

(E) EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STD STANDARD

STM STEAM

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TMH TOP OF MANHOLE

TOPO TOPOGRAPHY

TYP TYPICALTYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WATER

W V WATER VALVE

CIVIL ABBREVIATIONS

ABBRV ABBREVIATION

NTS NOT TO SCALE

PIV POST INDICATOR VALVE

XFMR ELECTRICAL TRANSFORMER

SSCO SANITARY SEWER CLEAN-OUT

SDCO STORM DRAIN CLEAN-OUT

TELE TELEPHONE

FDC FIRE DEPT CONNECTION

GV GATE VALVE

DOM DOMESTIC

B BUILDING

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

2/ 8/

:1

4:

P M

CU101.2

CIVIL UTILITY PLAN - PHASE 2 ADD ALT. NO. 2

M. PERKINS K. STRUBLE02/07/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

1" = 10'-0" D1

SITE PLAN - PHASE 2 ADD ALT. NO. 2

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

CIVIL UTILITY LEGEND

GENERAL SHEET NOTES

KEYNOTES

1 RELOCATED (2) 4" ELECTRICAL LINE & CONDUITS

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

4 RELOCATED 2 1/2" NATURAL GAS PIPE

5 STORM DRAIN INLET (E) TO REMAIN

6 UTILITY POINT OF CONNECTION

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

INTEGRITY

8 CONSTRUCT SEAT WALL (N), SEE SHEET AS101.2

9 TRENCHING (24" MIN DEPTH PER VA SPECIFICATION). SEE B4/C-501.

10 (E) STORM DRAIN TO REMAIN

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

RETAINING WALL PER DETAIL B7, C-501

12 RELOCATED WATERLINES - CUT AND INSTALL 90 DEGREE PVC ELBOW AND

PVC PIPE, MATCH EXISTING SIZE

13 (E) SLEEVED IRRIGATION LINE TO REMAIN

14 RELOCATED 6" STORM DRAIN PIPE

15 (E) TREE TO REMAIN IN PLACE

16 (E) ELEC MANHOLE #7 TO REMAIN - REPAIR IN PLACE

17 (E) ELEC MANHOLE #6 TO REMAIN - REPAIR IN PLACE

NORTH

(E) B3 EAVE AND EYEBROW TO BE REMOVED(E) RETAINING WALL B

CU-101.2

A

CU-101.2

(E) B3 CANOPY TO BE REMOVED

DURING PHASE 2C

CU-101.2

(E) B3 CANOPY TO REMAIN UNTIL (F) CONSTRUCTIOND

CU-101.2

STORM DRAIN

DRY WELL (E)

TO REMAIN

STORM DRAIN DRY WELL (E)

TO REMAIN

STORM DRAIN

DRY WELL (E)

TO REMAIN

NO REVISIONS DATE

S S

SSCO

G a s

O

O

O

O

O

O

O2 O2 O

O

E E

E E

T T

SD SD

SS SS

G GG

E E

STLT STLT

O2 O2

SSC.O. (E)

ABANDONED

SSMH (E)

RIM=309.10

4" INV. IN = 307.60 (SW)

8" INV. IN = 297.50 (EAST)

8" INV. IN = 297.49 (S)

8" INV. OUT = 297.45 (W)

(E ) S

A N

IT

A

R Y

S E

W E

R (A

B A

N D

O N

E D

P H

A S

E

S E

E S

H E

E T

C U

1.

A

D D

A L

T N

O . 2

P H

A S

E

W T

R

F

IR

E

(E

G A

S

E

O X

Y G

E N

E

GAS (E)

SS LATERAL (E)

E

LE

C (E

SS (E)

T E

L E

E

B1

B24

B3

B32

3'-0"

4' -6

W T

R

F

IR

E

(E

PHASE 2

SEE SHEET CU101.2 ADD ALT. NO. 2

TREE (E)

(TYP.)

A

CU-101.3

B

CU-101.3

AREA OF WORK

C

CU-101.3

T5

PIV (E)

FDC (E)

XFMR (E)

SDCO (E)

SDCO (E)

SDCO (E)

SDCO (E)

S S (E

TANK

(E)

O X

Y G

E N

E

W T

R

F

IR

E

(E

PHASE 3

(E) 4" SS AT 2'-0" BENEATH GRADE,

CAPPED AND ABANDONED PER VA

RECORD DOCUMENTS

COMMUNICATIONS (E)

CHILLED WATER (E)

ELECTRICAL (E)

NATURAL GAS (E)

IRRIGATION (E)

OXYGEN (E)

STORM DRAIN (E)

SANITARY SEWER (E)

TELEPHONE (E)

WATER (E)

EXISTING BUILDING

EXISTING SIDEWALK

AREA OF WORK

STAGING AREA

EXISTING TUNNEL

TELEPHONE (N)

STORM DRAIN (N)

SANITARY SEWER (N)

NATURAL GAS (N)

ELECTRICAL (N)

STREETLIGHT (N)

OXYGEN (N)

UTILITY TRENCH

END OF UTILITY (E)

TELEPHONE VAULT (E) T

WATER VALVE (E)

WATER - FIRE (E)

GATE VALVE (E)

DOMESTIC WATER (E)

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION

OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN

INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS

AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK

NOT ACCEPTED BY THE ARCHITECT OR ENGINEER, THROUGH THE COR, DUE TO

IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE

REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR

SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT

S…