36C10F18R0581-061.pdf
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36C10F18R0581 12_SVNC2_UTILITY.pdf
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PPC
IGC
IGC
EX. 1
PPC
EX. 19
IGC
EX. 20
IGC
EX. 22
IGC
EX. 16
IGC
EX. 18
TG
EX. 24
IGC
EX. 5
PPC
EX. 23
PPC
EX. 25
PPC
EX. 7
IGC
EX. 2
PPC
EX. 27
PPC
EX. 28
PPC
EX. 26
PPC
EX. 8
IGC
EX. 12
PPC
EX. 11
IGC
EX. 14
IGC
EX. 4
TG
EX. 15
IGC
EX. 3
PPC
EX. 9
IGC
EX. 10
IGC
EX. 13
PPC
EX. 21
IGC
EX. 17
IGC
EX. POND
(1.2 ac.)
IGC
IGC
IGC
IGC
IGC
IGC
IGC
IGC
33A
PPC
PPC
PPC
PPC
PPC
PPC
33B
VF
D
SO
LA
NO
D
RI
VE
SOLANO DRIVE
FOLSOM LAKE WAY
POTAH CREEK WAY
SI
ER
RA
N
EV
AD
A
DR
IV
E
SIERRA NEVADA DRIVE
DE
LT
A W
AY
CENTRAL
VALLEY
W
AY
MIDWAY ROADMIDWAY ROAD MIDWAY ROAD
T
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Fi le
P at h
BID DOCUMENTS
Office of
Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:
STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Structural Engineering, Electrical Engineering:
Sacramento Valley National Cemetery Phase 2 Development
5810 Midway Rd, Dixon, CA 95620
921CM2007
Project Director
JUNE 27, 2018Revisions: Date:
HDR Engineering, Inc.
2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens
Irrigation:
Aqua Engineering, Inc.
375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard
Cost Estimating:
CPMI, Inc.
3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand
Geotechnical Engineering:
Terracon Consultants, Inc.
50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h t o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h s o t
A
B
C
D
E
F
KEY MAP: N.T.S.
CREEK
CREEK
Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager
OF
06 / 27 / 2018 CU101
N 0 120' 240'
SCALE:1
UTILITY PLAN - OVERALL
1" = 120' (30" x 42" PAPER SIZE)
LEGEND
CU101
UTILITY PLAN - OVERALL
NOTE:
1.
MB IW
CONFIRM FIELD LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION AT P.O.C. AND
CROSSING OF UTILITIES.
NEW IRRIGATION MAIN
NEW WATERMIAN
NEW STORM SEWER
NEW STORM FORCEMAIN
NEW STORM UNDERDRAIN
NEW ELECTRICAL LINE
NEW IRRIGATION MAIN
SEE SHEETS LI001-LI503
NEW IRRIGATION MAIN
SEE SHEETS LI001-LI503
TEMPORARY WATERMAIN BYPASS
NEW WATERMAIN
SEE SHEETS
CW101-CW501
NEW STORM SEWER
SEE SHEETS
CS101-CS505
POND 1
HWL = 64.50
POND 2
HWL = 64.50
POND 1
HWL = 64.50
EXISTING POND
EXISTING POND
EXISTING
POND
COMMITTAL SHELTER #3
262164
NEW STORM PUMP STATION
COORDINATE IRRIGATION WITH
STORM SEWER LOCATION.
FIELD ADJUST IRRIGATION
MAIN AS NECESSARY.
COORDINATE IRRIGATION WITH
STORM SEWER LOCATION.
FIELD ADJUST IRRIGATION
MAIN AS NECESSARY.
TYPICAL ALL CROSSINGS.
COORDINATE IRRIGATION WITH
STORM SEWER LOCATION.
FIELD ADJUST IRRIGATION
MAIN AS NECESSARY.
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