36C26118R0487-0002038.pdf
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36C26118R0487 0002 02 - 570-16-302_CIVIL.pdf
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T T
SD SD
SS SS
G GG
E E
STLT STLT
O2 O2
T
E
E
E
G
E
E
E EE E E E E E E E E EE
E
E
E
E
STLT STLT
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
C H W
C H W
C H
W C
H W
C H
W C
H W
E E
E E
E E
E E
E E
E E
E
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
E
E
E 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.
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)
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
B22
B31 B22A
B25
B36
W T
R
D O
M
(E
E L E
C
E
TELE (E)
TELE (E)
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 8
ADD ALT
NO. 1
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
EXISTING CONCRETE
DUCT BANK 1
E L E
C
E
SDCO (E)
T -1
T -6
T-11 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
7/
:4 3:
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 PHASE 1 - PROVIDE (N) 12 kV ELECTRICAL LINE, DUCTBANK & 4" CONDUIT TO
(N) MH-7, (DA 2 IS REPAIR OF EXISTING MH-7)
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 TRENCHING (24" MIN DEPTH PER VA SPECIFICATION). SEE B4/C-501.
9 (E) TUNNEL TO REMAIN, (N) 6" CHWS/R TO BE ROUTED TO B31 ADDITION
10 UTILITY CROSSING - SEE UTIL SEPARATION NOTES & DETAIL C7, SHEET C-501
11 (E) STORM DRAIN INLET OUTSIDE SIDEWALK TO REMAIN
12 PHASE 1 - BASE BID - REPLACE (E) ELEC MANHOLE #7 EXTEND 12 KV UGE TO
NEW LOCATION, SEE ELECTRICAL. DEDUCTIVE ALTERNATE NO. 2 -
REFURBISH EXISTING MANHOLE #7 WITH EPOXY SURFACE TREATMENT.
13 (E) FENCE TO BE REPLACED W/ (N) FENCE AND SECURED GATE WITH PIN PAD
14 (E) ELEC TRANSFORMER T-10, POC FOR (N) 12 kV UGE FROM B22A, RELOCATE
TO AVOID FOUNDATIONS.
15 CONSTRUCT CONCRETE DUCT (N) - CONNECT TO DUCT BANK (E)
16 (N) 8" 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
2 Revision 2 11/20/18
02/08/18
EXPIRES: 12/31/18
SS SS
G GG
E E
STLT STLT
O2 O2
GV
G V
GV
GV
E
T
E
E
E
E 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 E E E E E E E E E E E E
E E
E E E E
G G
G
G GG G G G G
G
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
S D
S D
S D
SD SD SD SD
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
E
E
E
E
E
E
E
E
E
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.
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)
STLT (E)
E L E
C
E
3" SD (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)
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)
1 8
E
T
XFMR (E)
XFMR (E)
SDCO (E)
E
TELE (E)
W T
R
D O
M
(E
11 8
13 8
RAMP
R A
M P
TRAILER T5
T -8
T -9 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 1:
A
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 PHASE 1 - PROVIDE (N) 12 kV ELECTRICAL LINE, DUCTBANK & 4" CONDUIT TO
(N) MH-7, (DA 2 IS REPAIR OF EXISTING MH-7)
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 PHASE 1 - BASE BID - REPLACE (E) ELEC MANHOLE #7 EXTEND 12 KV UGE TO
NEW LOCATION, SEE ELECTRICAL. DEDUCTIVE ALTERNATE NO. 2 -
REFURBISH EXISTING MANHOLE #7 WITH EPOXY SURFACE TREATMENT.
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.
NO REVISIONS DATE
1" = 10'-0"
SITE PLAN - PHASE 2 BASE BID
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
4/
/2
:2 1:
A
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
S
TLT
S
TLT
STLT STLTSTLT
E E
E E
E E
E E
E E
E E
E E
S D
S D
S D
SD SDSD SD SD SD SD SD SD SD SD SD SD SD
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
E
E
E
E
E E
E E
E
E
E E
E
T T
SD SD
SS SS
G GG
E E
STLT STLT
O2 O2
TELE (E)
STLT COND (E)
STLT COND (E)
IR
R (E
S S
E
E
TELE
(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
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
BASE BID - (E) 12 kV
ELECTRICAL LINE FROM (E)
PULLBOX #3 TO (E) MH-13
(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
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
7/
:4 3:
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) 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.
NO REVISIONS DATE
2 Revision 2 11/20/18
T
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
E E
E E
E E
E E
E E
E E
E E
S D
S D
S D
SD SDSD SD SD SD SD SD SD SD SD SD 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
E
E
E
E
E E
E E
E
E
E E
E
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
IR
R
(E
REMOVED ABANDONED UTILITIES IN
CONFLICT WITH PROPOSED
FOOTINGS, TYPICAL
VERIFY MINIMUM CLEARANCES
WITH PROPOSED FOOTINGS
(N) POWER FOR RELOCATED
SIGN, AS 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
(E) ELECTRICAL
PULLBOX #3
BASE BID - (N) 12 kV
ELECTRICAL LINE
FROM (N) MH-7 TO (E)
PULLBOX 3
VERIFY (N)
TRENCH ROUTING
WITH COR
TO MH-13
BASE BID - (E) 12 kV
ELECTRICAL LINE FROM (E)
PULLBOX #3 TO (E) MH-13
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
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:4 3:
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 (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 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
2 Revision 2 11/20/18
SS SS
G GG
E E
STLT STLT
O2 O2
T
E
E
E
G
E
E
E E
E E
E E
E E
E
E E
E EE E E 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
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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 E
E E
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)
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
ADD ALT NO. 1
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
T
-6
T -1
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
7/
:4 3:
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 (N) 8" CHWS/R IN (E) UTILITY TUNNEL FROM B22A TO (N) B31 POC, PHASE 1
BASE BID. SEE MECHANICAL AND COORDINATE WITH COR.
10 UTILITY CROSSING - SEE UTILITY SEPARATION NOTES AND DETAIL C7, SHEET
C-501
11 (E) STORM DRAIN INLET OUTSIDE SIDEWALK TO REMAIN
12 PHASE 1 - BASE BID - REPLACE (E) ELEC MANHOLE #7 EXTEND 12 KV UGE TO
NEW LOCATION, SEE ELECTRICAL. DEDUCTIVE ALTERNATE NO. 2 -
REFURBISH EXISTING MANHOLE #7 WITH EPOXY SURFACE TREATMENT.
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
2 Revision 2 11/20/18
GV
G V
GV
GV
E
T
E
E
E
E E E
G G
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
S D
S D
S D
SD SD SD SD
E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E E E E E E
G G
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G GG G G G
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SD SD
SS SS
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STLT STLT
O2 O2
P H
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H E
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S C
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0.
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1.
P H
A S
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A S
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P H
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E
S E
E S
H E
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S C
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0.
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)
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
17 16
T -8
T -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
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-1
6-
V
A F re sn o C hi lle r P la nt
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4/
/2
:2 1:
A
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 PHASE 1 - PROVIDE (N) 12 kV ELECTRICAL LINE, DUCTBANK & 4" CONDUIT TO
(N) MH-7, (DA 2 IS REPAIR OF EXISTING MH-7)
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 PHASE 1 - BASE BID - REPLACE (E) ELEC MANHOLE #7 EXTEND 12 KV UGE TO
NEW LOCATION, SEE ELECTRICAL. DEDUCTIVE ALTERNATE NO. 2 -
REFURBISH EXISTING MANHOLE #7 WITH EPOXY SURFACE TREATMENT.
17 PHASE 1 - (E) ELEC MANHOLE #5 TO REMAIN -PROVIDE 6" DIA CORE DRILLED
FLOOR DRAINS AT EACH VAULT CORNER WITH 1" GRAVEL BACKFILL,
MINIMUM…
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