36E77619R0042-005.pdf
PDF 6 MB Posted
- Attached to
- Construction - Sacramento VAMC - Correct Campus Water System Federal contract opportunity
- Solicitation number
- 36E77619R0042
About this file
36E77619R0042 Attachment 2 (3 of 3) - SOW ATTACHMENT B - Sacramento Water and Sewer Study Report 2 of 2.pdf
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36E77619C0067-000.docx | DOCX document | |
| 36E77619R0042-0001008.docx | DOCX document | |
| 36E77619R0042-008.docx | DOCX document | |
| 36E77619R0042-001.docx | DOCX document | |
| 36E77619R0042-003.docx | DOCX document | |
| 36E77619R0042-002.doc | DOC document | |
| 36E77619R0042-007.docx | DOCX document | |
| 36E77619R0042-010.pdf | ||
| 36E77619R0042-011.pdf | ||
| 36E77619R0042-006.zip | ZIP file | |
| 36E77619R0042-012.pdf | ||
| 36E77619R0042-004.pdf | ||
| 36E77619R0042-009.docx | DOCX document | |
| 36E77619R0042-000.docx | DOCX document | |
| 36E77619R0042-000.docx | DOCX document |
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Text version
A
A
B
T
T
T
12"
RCP
002 12" RCP
12" RCP
006 007004
12" PVC
12" PVC
12" PVC
10" PVC
" P
VC
8" PVC
12" SDR
8"
SD
R
12" SDR
015 016
8" DI
8" DI
4" DI
12" SDR
4" DI
4" DI
6" DI
6" DI
8" PVC
12" PVC
12" PVC
3" PVC
8" P
VC
8" RCP
12" RCP
NO
ACCESS
8" PVC
0558" PVC
027 029 030FDC
12" PVC
ALL
8" PVC034
035036
201 040
4"
SDR
042-045
10"
SDR
10"
SDR
10"
SDR
12"
SDR048
10"
SDR
10"
SDR
12"
SDR
FDC
FH
FH
4"
SDR
18"
PVC
18"
PVC
8"
PVC
059 060
12"
PVC
FH063
198190 24" PVC
8" SDR
18" PVC8" SDR191
12" PVC 186
187184
12" RCPFH183
202203
19912" SDR
8" SDR
205204206
180179
209208
FDC
211PIV210
8" DI
8" DI
6" DI
6" DI
230229
4" DI
4" DI
105104
101100099
8" DI
8" DI
4" DI
103122
086085
121 092
089091FDC
090FH
120119
6" DI
132 133
117 115
272271
152 151 150 139
137 136
142148
143144
154 155
FH
156 157
248249
FH
162163
239 243
242241238
244PIV
263261
FH
12"
PVC
12"
PVC
12"
PVC
ALL
8"
SDR
12"
SDR
12"SDR
10"
PVC8"
PVC
8"
PVC
8"
PVC
PV
C
UNKNOWN
END
POINT
UNKNOWN
ORIGIN?" SDR
DEEP?" SDR
" P
VC
12" PVC
12" RCP
12" RCP
" R
CP
12" RCP 12" SDR
12" SDR
UNKNOWN
ORIGIN
4"
SDR
4"
SDR
UNKNOWNORIGIN
24"PVC 24"PVC
30"PVC
24"
PVC
12"PVC
4"
PVC
4" DI
14"
PVC
PV
C14"PVC
PV
C
6"
PVC
4"
PVC
4"
SDR24"PVC
12"
PVC
24"PVC
4"SDR
4"SDR
POSSIBLEBURIED
SD
MH
24"PVC
24"PVC
12"
PVC
12"PVC
12"PVC
18"
PVC
12"
PVC
12"PVC
12"PVC
PV
C
18"PVC
18"
PVC
12" CMP
12" CMP
12" PVC
12" PVC
" P
VC
12" PVC
18118212" PVC
8" PVC12" PVC
12" PVC
8" PVC
12" RCP
18" PVC
4" SDR
4" S
DR
12" PVC
12" PVC
" P
VC12" PVC
12" PVC
12" PVC
10" PVC
8" P
VC
10"
PVC
8" PVC
UNKNOWN
END
POINT
16" PVC
10" PVC
16" PVC
12" PVC
12" PVC 12" PVC
18" PVC
18" PVC
18" PVC
12" PVC
12" PVC
12" PVC
12"
PVC
24"PVC
8" DI
12" RCP
6" DI
6" DI
6" DI
6" DI
6" DI
6" DI
" P
VC
" P
VC
" P
VC
" P
VC
" P
VC
12" PVC
12" PVC
8" P
VC
12" PVC
12" PVC12" PVC
12" PVC
12" PVC
4" D
I
4" SDR4" SDR
6" SDR
4" DI
4" DI
289 290
MATHER VA CAMPUS
MATHER WATER AND SEWER
STUDY
VANCHCS SITE
10535 HOSPITAL WAY
MATHER, CA 95655
SHEET INDEX
SHEET NUMBER DRAWING TITLE
G-001
COVER SHEET, INDEX, PROJECT LOCATION
VU001 OVERALL SITE UTILITY SURVEY
VU002 OVERALL SITE EXISTING WATER UTILITIES
VU003 OVERALL SITE EXISTING STORM DRAIN SYSTEM
VU004 OVERALL SITE EXISTING SANITARY SEWER SYSTEM
VU005 UTILITY SURVEY NOTES
PP100 WATER DISTRIBUTION PLAN
PP101 WATER TOWER AND PUMP HOUSE PLUMBING SCHEMATIC
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text
ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
COVER SHEET, INDEX, PROJECT LOCATION
AutoCAD SHX Text
SITE
AutoCAD SHX Text G-001
AutoCAD SHX Text
ARC
AutoCAD SHX Text
RID
AutoCAD SHX Text
AutoCAD SHX Text
A
A
B
T
T
T
12"
RCP
002 12" RCP
12" RCP
006 007004
12" PVC
12" PVC
12" PVC
10" PVC
" P
VC
8" PVC
12" SDR
8"
SD
R
12" SDR
015 016
8" DI
8" DI
4" DI
12" SDR
4" DI
4" DI
6" DI
6" DI
8" PVC
12" PVC
12" PVC
3" PVC
8" P
VC
8" RCP
12" RCP
NO
ACCESS
8" PVC
0558" PVC
027 029 030FDC
12" PVC
ALL
8" PVC034
035036
201 040
4"
SDR
042-045
10"
SDR
10"
SDR
10"
SDR
12"
SDR
10"
SDR
10"
SDR
12"
SDR
FDC
FH
FH
4"
SDR
18"
PVC
18"
PVC
8"
PVC
059 060
12"
PVC
FH063
W
W
W
198190 24" PVC
8" SDR
18" PVC8" SDR191
12" PVC 186
187184
12" RCPFH183
202203
19912" SDR
8" SDR
204206
180179
209208
FDC
211PIV210
8" DI
8" DI
6" DI
6" DI
230229
4" DI
4" DI
105104
101100099
8" DI
8" DI
4" DI
103122
086085
121 092
089091FDC
090FH
120119
6" DI
132 133
117 115
272271
152 151 150 139
137 136
142148
143144
154 155
FH
156 157
248249
FH
162163
239 243
242241238
244PIV
263261
FH
12"
PVC
12"
PVC
12"
PVC
ALL
8"
SDR
S
D
S
D
S
D
S
D
S
D
12"
SDR
12"SDR
10"
PVC8"
PVC
8"
PVC
8"
PVC
PV
C
UNKNOWN
END
POINT
UNKNOWN
ORIGIN?" SDR
DEEP?" SDR
" P
VC
12" PVC
12" RCP
12" RCP
" R
CP
12" RCP 12" SDR
12" SDR
UNKNOWN
ORIGIN
4"
SDR
4"
SDR
UNKNOWNORIGIN
24"PVC 24"PVC
30"PVC
24"
PVC
12"PVC
4"
PVC
4" DI
14"
PVC
PV
C14"PVC
PV
C
6"
PVC
4"
PVC
4"
SDR24"PVC
12"
PVC
24"PVC
4"SDR
4"SDR
POSSIBLEBURIED
SD
MH
24"PVC
24"PVC
12"
PVC
12"PVC
12"PVC
18"
PVC
12"
PVC
12"PVC
12"PVC
PV
C
18"PVC
18"
PVC
12" CMP
12" CMP
12" PVC
12" PVC
" P
VC
12" PVC
18118212" PVC
8" PVC12" PVC
12" PVC
8" PVC
12" RCP
18" PVC
4" SDR
4" S
DR
12" PVC
12" PVC
" P
VC12" PVC
12" PVC
12" PVC
10" PVC
8" P
VC
10"
PVC
8" PVC
UNKNOWN
END
POINT
16" PVC
10" PVC
16" PVC
12" PVC
12" PVC 12" PVC
18" PVC
18" PVC
18" PVC
12" PVC
12" PVC
12" PVC
12"
PVC
24"PVC
W
W
W
W
W
W
W
W
8" DI
12" RCP
6" DI
6" DI
6" DI
6" DI
6" DI
6" DI
" P
VC
" P
VC
" P
VC
" P
VC
" P
VC
12" PVC
12" PVC
8" P
VC
12" PVC
12" PVC12" PVC
12" PVC
12" PVC
S
S
S
S
S S
4" D
I
4" SDR4" SDR
6" SDR
4" DI
4" DI
289 290
EXISTING BUILDING DCW DATA
BUILDING NO. ESTIMATED WSFU ESTIMATED GPM
EXISTING DCW
INLET DIA (IN.)
T-6 14 30 1
T-7 8 22 T-8 65 54 2 645 194 86 3
646 243 96 3
647 96 64 2 1/2
649 87 61 2 1/2
650 844 177 4
651 IN CONSTRUCTION IN CONSTRUCTION 2
652 27 38 2 700 1663 269 6
701 3 7 702 2507* 380* 6
707 26 38
720 89 61
722 33 42
722A 12 29
726 151 77 2
727 146 77 3
728 69 54 3
730 20 35 1 1/2
731 17 33 1 1/2
798 24 35 3/4
799 12 29 3/4
800 15 31
801 61 54
801A 11 28
801B 11 28
802 23 35
803 11 28
805 17 33 3/4
806 17 33 3/4
807 17 33 3/4
810 26 38 3/4
811 14 30 3/4
*:BLDG 650 & 700
INCLUDED IN
TOTAL
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
OVERALL SITE UTILITY SURVEY
OVERALL SITE
VU001
ARCRID
NORTH
N
GENERAL NOTES:
1. VERIFY ALL UTILITIES SHOWN ON THESE PLANS
AND LOCATED WITHIN THE PROJECT AREA PRIOR
TO EXCAVATION.
2. VERIFY DIMENSIONS ON PLANS AND BUILDING
LOCATIONS PRIOR TO COMMENCEMENT OF
WORK. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS PREVAIL.
W
X" DI
XX" PVC OR RCP
SD
XX" SDR
SS
F
X" DI
ABBREVIATIONS:
(E) = EXISTING (P) = PROPOSED SD = STORM DRAIN
SS = SANITARY SEWER APPROX. = APPROXIMATE
EST. = ESTIMATED UG = UNDERGROUND
LOC. = LOCATION
SDR = STANDARD DIMENSION RATIO (SS PIPES ARE
TYPICALLY SDR35)
### = REFERENCE SHEET VU005 FOR UTILITY SURVEY
NOTES, TYP.
GPM = GALLONS PER MINUTE
IN = INCHES
DCW = DOMESTIC CHILLED WATER
WSFU = WATER SUPPLY FIXTURE UNITS
UTILITY LEGEND:
(E) WATER PIPE (APPROX. LOCATION)
(E) SD PIPE (APPROX. LOCATION)
(E) SS PIPE (APPROX. LOCATION)
(E) FIRE WATER PIPE
(APPROX. LOCATION)
(E) UNKNOWN UG VAULTS
(APPROX. LOCATION)
(E) UNKNOWN PIPES
(APPROX. LOCATION)
PROPERTY LINE
0' 160'80'
SCALE: 1" = 80'
2 8
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text
ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
A
A
B
T
T
T
8" DI
8" DI
4" DI
4" DI
4" DI
6" DI
6" DI
054 056
027 029
FDC
FDC
FH
FH
052057
FH063
FH183
202203
180179
FDC
211PIV210
8" DI
8" DI
6" DI
6" DI
4" DI
4" DI
105104
100096
8" DI
8" DI
4" DI
103122
089091FDC
090FH
120119
6" DI
132 133
116148
FH
FH
253 258
242241238
244PIV
FH
4" DI
8" DI
6" DI
6" DI
6" DI
6" DI
6" DI
6" DI
4" D
I
4" DI
4" DI
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
X" DI
XX" PVC OR RCP
XX" SDR
X" DI
UTILITY LEGEND:
(E) WATER PIPE (APPROX. LOCATION)
(E) SD PIPE (APPROX. LOCATION)
(E) SS PIPE (APPROX. LOCATION)
(E) FIRE WATER PIPE
(APPROX. LOCATION)
(E) UNKNOWN UG VAULTS
(APPROX. LOCATION)
(E) UNKNOWN PIPES
(APPROX. LOCATION)
PROPERTY LINE
GENERAL NOTES:
1. VERIFY ALL UTILITIES SHOWN ON THESE PLANS
AND LOCATED WITHIN THE PROJECT AREA PRIOR
TO EXCAVATION.
2. VERIFY DIMENSIONS ON PLANS AND BUILDING
LOCATIONS PRIOR TO COMMENCEMENT OF
WORK. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS PREVAIL.
ABBREVIATIONS:
(E) = EXISTING (P) = PROPOSED SD = STORM DRAIN
SS = SANITARY SEWER APPROX. = APPROXIMATE
EST. = ESTIMATED UG = UNDERGROUND
LOC. = LOCATION
SDR = STANDARD DIMENSION RATIO (SS PIPES ARE
TYPICALLY SDR35)
### = REFERENCE SHEET VU005 FOR UTILITY SURVEY
NOTES, TYP.
GPM = GALLONS PER MINUTE
IN = INCHES
DCW = DOMESTIC CHILLED WATER
WSFU = WATER SUPPLY FIXTURE UNITS
0' 160'80'
SCALE: 1" = 80'
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text
ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
OVERALL SITE EXISTING WATER UTILITIES
AutoCAD SHX Text
OVERALL SITE
AutoCAD SHX Text
VU002
AutoCAD SHX Text
ARC
AutoCAD SHX Text
RID
AutoCAD SHX Text
NORTH
AutoCAD SHX Text N
AutoCAD SHX Text
A
A
B
T
T
T
12"
RCP
002 12" RCP
12" RCP
006 007004
12" PVC
12" PVC
12" PVC
10" PVC
" P
VC
8" PVC
015 016
8" PVC
12" PVC
12" PVC
3" PVC
8" P
VC
8" RCP
12" RCP
NO
ACCESS
8" PVC
0558" PVC
029 030FDC
12" PVC
ALL
8" PVC034
035036
046041
FDC
FH
FH
18"
PVC
18"
PVC
8"
PVC
12"
PVC
FH063
19824" PVC
18" PVC
12" PVC 186
12" RCPFH183
209208
FDC
211PIV210
121 092
091FDC
090FH
152 151 150 139
154 155
FH
248249
FH
162163
245237
244PIV
263261
FH
12"
PVC
12"
PVC
12"
PVC
10"
PVC8"
PVC
8"
PVC
8"
PVC
PV
C
UNKNOWN
END
POINT
" P
VC
12" PVC
12" RCP
12" RCP
" R
CP
12" RCP
UNKNOWNORIGIN
24"PVC 24"PVC
30"PVC
24"
PVC
12"PVC
4"
PVC
14"
PVC
PV
C14"PVC
PV
C
6"
PVC
4"
PVC
24"PVC
12"
PVC
24"PVC
24"PVC
24"PVC
12"
PVC
12"PVC
12"PVC
18"
PVC
12"
PVC
12"PVC
12"PVC
PV
C
18"PVC
18"
PVC
12" CMP
12" CMP
12" PVC
12" PVC
" P
VC
12" PVC
18112" PVC
8" PVC12" PVC
12" PVC
8" PVC
12" RCP
18" PVC
12" PVC
12" PVC
" P
VC12" PVC
12" PVC
12" PVC
10" PVC
8" P
VC
10"
PVC
8" PVC
UNKNOWN
END
POINT
16" PVC
10" PVC
16" PVC
12" PVC
12" PVC 12" PVC
18" PVC
18" PVC
18" PVC
12" PVC
12" PVC
12" PVC
12"
PVC
24"PVC
12" RCP
" P
VC
" P
VC
" P
VC
" P
VC
" P
VC
12" PVC
12" PVC
8" P
VC
12" PVC
12" PVC12" PVC
12" PVC
12" PVC
289 290
GENERAL NOTES:
1. VERIFY ALL UTILITIES SHOWN ON THESE PLANS
AND LOCATED WITHIN THE PROJECT AREA PRIOR
TO EXCAVATION.
2. VERIFY DIMENSIONS ON PLANS AND BUILDING
LOCATIONS PRIOR TO COMMENCEMENT OF
WORK. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS PREVAIL.
X" DI
XX" PVC OR RCP
XX" SDR
X" DI
UTILITY LEGEND:
(E) WATER PIPE (APPROX. LOCATION)
(E) SD PIPE (APPROX. LOCATION)
(E) SS PIPE (APPROX. LOCATION)
(E) FIRE WATER PIPE
(APPROX. LOCATION)
(E) UNKNOWN UG VAULTS
(APPROX. LOCATION)
(E) UNKNOWN PIPES
(APPROX. LOCATION)
PROPERTY LINE
ABBREVIATIONS:
(E) = EXISTING (P) = PROPOSED SD = STORM DRAIN
SS = SANITARY SEWER APPROX. = APPROXIMATE
EST. = ESTIMATED UG = UNDERGROUND
LOC. = LOCATION
SDR = STANDARD DIMENSION RATIO (SS PIPES ARE
TYPICALLY SDR35)
### = REFERENCE SHEET VU005 FOR UTILITY SURVEY
NOTES, TYP.
GPM = GALLONS PER MINUTE
IN = INCHES
DCW = DOMESTIC CHILLED WATER
WSFU = WATER SUPPLY FIXTURE UNITS
0' 160'80'
SCALE: 1" = 80'
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text
ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
OVERALL SITE EXISTING
AutoCAD SHX Text
OVERALL SITE
AutoCAD SHX Text
VU003
AutoCAD SHX Text
ARC
AutoCAD SHX Text
RID
AutoCAD SHX Text
STORM DRAIN SYSTEM
AutoCAD SHX Text
NORTH
AutoCAD SHX Text N
AutoCAD SHX Text
A
A
B
T
T
T
008 012
12" SDR
8"
SD
R
12" SDR
12" SDR
FDC
201 040
4"
SDR
042-045
10"
SDR
10"
SDR
10"
SDR
12"
SDR
10"
SDR
10"
SDR
12"
SDR
FDC
FH
FH
4"
SDR
059 060
FH063
190 8" SDR
8" SDR191
FH183
19912" SDR
8" SDR
FDC
211PIV210
230229
101099
091FDC
090FH
FH 157
FH
244PIV
FH
ALL
8"
SDR
12"
SDR
12"SDR
UNKNOWN
ORIGIN?" SDR
DEEP?" SDR
12" SDR
12" SDR
UNKNOWN
ORIGIN
4"
SDR
4"
SDR4"
SDR
4"SDR
4"SDR
POSSIBLEBURIED
SD
MH
4" SDR
4" S
DR
4" SDR4" SDR
6" SDR
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
GENERAL NOTES:
1. VERIFY ALL UTILITIES SHOWN ON THESE PLANS
AND LOCATED WITHIN THE PROJECT AREA PRIOR
TO EXCAVATION.
2. VERIFY DIMENSIONS ON PLANS AND BUILDING
LOCATIONS PRIOR TO COMMENCEMENT OF
WORK. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS PREVAIL.
X" DI
XX" PVC OR RCP
XX" SDR
X" DI
UTILITY LEGEND:
(E) WATER PIPE (APPROX. LOCATION)
(E) SD PIPE (APPROX. LOCATION)
(E) SS PIPE (APPROX. LOCATION)
(E) FIRE WATER PIPE
(APPROX. LOCATION)
(E) UNKNOWN UG VAULTS
(APPROX. LOCATION)
(E) UNKNOWN PIPES
(APPROX. LOCATION)
PROPERTY LINE
ABBREVIATIONS:
(E) = EXISTING (P) = PROPOSED SD = STORM DRAIN
SS = SANITARY SEWER APPROX. = APPROXIMATE
EST. = ESTIMATED UG = UNDERGROUND
LOC. = LOCATION
SDR = STANDARD DIMENSION RATIO (SS PIPES ARE
TYPICALLY SDR35)
### = REFERENCE SHEET VU005 FOR UTILITY SURVEY
NOTES, TYP.
GPM = GALLONS PER MINUTE
IN = INCHES
DCW = DOMESTIC CHILLED WATER
WSFU = WATER SUPPLY FIXTURE UNITS
0' 160'80'
SCALE: 1" = 80'
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text
ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE (TYP)
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
APPROX PROP LINE
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
AutoCAD SHX Text
OVERALL SITE EXISTING
AutoCAD SHX Text
OVERALL SITE
AutoCAD SHX Text
VU004
AutoCAD SHX Text
ARC
AutoCAD SHX Text
RID
AutoCAD SHX Text
SANITARY SEWER SYSTEM
AutoCAD SHX Text
NORTH
AutoCAD SHX Text N
AutoCAD SHX Text
001 - SD DI
18" x 27" GRATE
ELEV: 92.41
BOT: -1.04'
12" RCP OUT: -0.92'
SEDIMENT @ BOT
002 - SD DI
17" x 25" GRATE
ELEV: 92.20
BOT: -2.79'
12" RCP IN: -2.65'
12" RCP OUT: -2.60'
003 - SD DI
17" x 25" GRATE
ELEV: 92.27
BOT: -2.93'
12" RCP IN: -2.99'
12" PVC IN: -2.88'
12" RCP OUT: -3.11'
072 - SD DI
18" x 27" GRATE
ELEV: 93.27
BOT: -3.80'
12" RCP IN: -??'
? RCP OUT: -??'
SEALED SHUT
004 - SD MH
24"Ø LID
ELEV: 92.67
BOT: -4.48'
12" PVC IN: -3.40'
12" PVC IN: -3.40'
12" PVC OUT: -3.45'
005 - SD DI
17" x 40" GRATE
ELEV: 92.40
BOT: -3.27'
12" PVC OUT: -2.80'
006 - SD DI
24" x 26" GRATE
ELEV: 92.20
BOT: -3.90'
12" PVC IN: -3.72'
12" PVC OUT: -3.86'
007 - SD DI
17" x 18" GRATE
ELEV: 91.89
BOT: -2.15'
8" PVC IN: -2.05'
10" PVC OUT: -2.13'
008 - SS MH
26"Ø LID
ELEV: 94.14
BOT: -6.60'
8" SDR IN: -6.39'
12" SDR IN: -6.39'
12" SDR OUT: -6.53'
009 - SD DI
17" x 18" GRATE
ELEV: 91.96
BOT: -1.80'
8" PVC OUT: -1.80'
010 - FIRE HYD VALVE
8"Ø LID
ELEV: 93.39
TOP OF VALVE: -2.08'
011 - IRR
IRR BOX / VAULT
ELEV: 92.71
012 - IRR
IRR BOXES / VAULTS
ELEV: 93.0±
013 - IRR
IRR BOXES / VAULTS
ELEV: 94.1±
014 - SD DI
18" x 27" GRATE
ELEV: 93.23
BOT: -2.36'
12" PVC OUT: -2.10'
FILLED w/ DEBRIS
015 - SD MH
24"Ø LID
ELEV: 94.23
BOT: -4.50'
8" PVC IN: -3.91'
12" PVC IN: -3.90'
12" PVC OUT: -3.95'
016 - SD DI
18" x 20" GRATE
ELEV: 93.19
BOT: -2.50'
3" PVC IN: -1.00'
8" PVC OUT: -2.45'
017 - WATER VALVE
10"Ø LID
ELEV: 93.59
TOP OF VALVE: -2.51'
018 - WATER
BACKFLOWS
AND VALVES
* POSSIBLE LEAK
019 - SD DI
18" x 40" GRATE
ELEV: 93.07
BOT: -2.30'
12" RCP IN: -1.80'
12" RCP OUT: -1.90'
020 - SD DI
18" x 21" GRATE
ELEV: 92.74
BOT: -2.40'
8" PVC IN: -2.18'
8" PVC IN: -2.20'
8" PVC OUT: -2.22'
021 - SD DI
18" x 21" GRATE
ELEV: 93.06
BOT: -2.30'
8" PVC IN: -2.00'
8" PVC OUT: -2.10'
* PARTIALLY BURIED
022 - WATER VALVES
8"Ø LIDS
ELEV: 96.2±
TOP OF VALVE: -0.75'
TOP OF VALVE: -1.05'
026 - WATER VALVE
8"Ø LID
ELEV: 96.08
TOP OF VALVE: -0.15'
030 - SD DI
18" x 21" GRATE
ELEV: 93.51
BOT: -1.46'
SEALED SHUT
031 - WATER VALVE
8"Ø LID
ELEV: 95.00
TOP OF VALVE: -2.48'
032 - SD DI
18" x 27" GRATE
ELEV: 94.38
BOT: -3.05'
SEALED SHUT
033 - SD MH
26"Ø LID
ELEV: 95.20
BOT: -8.34'
8" PVC IN: -6.25'
8" PVC IN: -5.35'
8" PVC IN: -5.35'
8" PVC IN: -5.50'
8" PVC IN: -5.40'
12" PVC OUT: -8.14'
12" PVC OUT: -8.34'
034 - SD DI
18" x 27" GRATE
ELEV: 94.26
BOT: -5.17'
8" PVC OUT: -4.90'
035 - SD DI
18" x 27" GRATE
ELEV: 93.95
BOT: -5.50'
SEALED SHUT
036 - SD MH
24"Ø LID
ELEV: 94.48
BOT: -6.90'
8" PVC IN: -6.72'
8" PVC IN: -6.75'
12" PVC OUT: -6.75'
037 - SS MH
24"Ø LID
ELEV: 94.83
BOT: -5.70'
8" SDR IN: -5.65'
10" SDR OUT: -5.70'
038 - SD DI
18" x 27" GRATE
ELEV: 93.42
BOT: -5.80'
SEALED SHUT
039 - SD MH
24"Ø LID
ELEV: 93.73
BOT: -3.92'
10" PVC IN: -3.88'
10" PVC OUT: -3.91'
040 - SS MH
24"Ø LID
ELEV: 93.83
BOT: -4.85'
4" SDR IN: -4.60'
10" SDR IN: -4.74'
10" SDR OUT: -4.80'
041 - SD MH
24"Ø LID
ELEV: 94.13
BOT: -7.04'
10" PVC IN: -6.50'
10" PVC OUT: -6.55'
046 - SD DI
18" x 27" GRATE
ELEV: 93.95
BOT: -0.45'
SEALED SHUT
047 - SS MH
24"Ø LID
ELEV: 93.87
BOT: -5.35'
10" SDR IN: -5.24'
12" SDR IN: -5.30'
12" SDR OUT: -5.35'
048 - SS MH
24"Ø LID
ELEV: 93.75
BOT: -5.35'
10" SDR IN: -4.17'
10" SDR IN: -4.35'
12" SDR IN: -5.25'
12" SDR OUT: -5.30'
049 - SD DI
24" x 26" GRATE
ELEV: 94.05
BOT: -5.52'
8" PVC IN: -4.50'
18" PVC IN: -5.52'
18" PVC OUT: -5.58'
051 - SD MH
24"Ø LID
ELEV: 93.39
BOT: -5.75'
18" PVC IN: -5.11'
18" PVC OUT: -5.14'
057 - WATER VALVE
8"Ø LID
ELEV: 93.42
TOP OF VALVE: -2.80'
058 - WATER VALVE
8"Ø LID
ELEV: 93.46
TOP OF VALVE: -1.80'
059 - SS CLEANOUT
8"Ø LID
ELEV: 93.37
BOT: -4.04'
060 - SS MH
26"Ø LID
ELEV: 93.57
BOT: -5.80'
8" SDR IN: -5.43'
12" SDR IN: -5.52'
12" SDR OUT: -5.76'
061 - SS MH
26"Ø LID
ELEV: 95.30
BOT: -6.40'
8" SDR IN: -6.21'
8" SDR IN: -6.31'
8" SDR IN: -6.19'
8" SDR IN: -6.31'
8" SDR IN: -6.15'
8" SDR OUT: -6.35'
062 - WATER VALVE
8"Ø LID
ELEV: 93.58
TOP OF VALVE: -3.05'
063 - FIRE HYDRANT
064 - SD MH
24"Ø LID
ELEV: 93.76
SEALED SHUT
065 - SD MH
24"Ø LID
ELEV: 94.13
BOT: -4.22'
12" PVC IN: -4.05'
12" PVC OUT: -4.15'
066 - SD MH
26"Ø LID
ELEV: 94.18
BOT: -5.65'
8" PVC IN: -5.30'
10" PVC IN: -5.50'
12" PVC OUT: -5.65'
12" PVC OUT: -5.45'
067 - SS CLEANOUT
8"Ø LID
ELEV: 93.20
BOT: -5.25'
068 - SD DI
18" x 27" GRATE
ELEV: 92.65
BOT: -5.17'
8" PVC OUT: -4.90'
069 - SD DI
18" x 27" GRATE
ELEV: 92.55
BOT: -3.80'
?" PVC OUT: -3.?0'
SEALED SHUT
070 - SS MH
24"Ø LID
ELEV: 93.76
BOT: -18.20'
12" SDR IN: -8.75'
?" SDR IN: TOO DEEP
?" SDR OUT: TOO DEEP
* TOO DEEP TO MEASURE
071 - SS LID
24"Ø LID
ELEV: 93.79
BOLTED SHUT
073 - SD MH
24"Ø LID
ELEV: 93.79
SEALED SHUT
074 - FIRE HYDRANT
075 - SD DI
17" x 40" GRATE
ELEV: 92.78
BOT: -2.60'
12" PVC OUT: -2.50'
076 - SD DI
18" x 24" GRATE
ELEV: 92.26
BOT: -2.30'
12" RCP OUT: -2.20'
077 - SD DI
18" x 24" GRATE
ELEV: 92.09
BOT: -2.24'
12" RCP OUT: -2.20'
078 - SD DI
18" x 24" GRATE
ELEV: 91.99
BOT: -2.40'
12" RCP IN: -2.25'
12" RCP OUT: -2.35'
079 - SD DI
12" x 30" GRATE
ELEV: 91.95
BOT: -2.30'
12" PVC IN: -2.12'
12" RCP OUT: -2.26'
080 - WATER VALVE
10"Ø LID
ELEV: 92.67
TOP OF VALVE: -0.35'
081 - SS MH
24"Ø LID
ELEV: 94.06
SEALED SHUT
082 - SS MH
24"Ø LID
ELEV: 93.24
BOT: -8.98'
12" SDR IN: -8.87'
12" SDR IN: -8.92'
12" SDR OUT: -8.97'
083 - SD DI
12" x 30" GRATE
ELEV: 92.56
BOT: -2.80'
12" RCP IN: -2.70'
084 - SS MH
24"Ø LID
ELEV: 94.35
SEALED SHUT
085 - SS MH
24"Ø LID
ELEV: 94.00
BOT: -7.45'
4" SDR IN: -7.03'
4" SDR IN: -7.15'
4" SDR OUT: -7.45'
086 - SD MH
24"Ø LID
ELEV: 93.86
SEALED SHUT
087 - SD MH
24"Ø LID
ELEV: 93.86
BOT: -6.95'
4" PVC IN: -3.00'
12" PVC IN: -6.46'
18" PVC IN: -6.75'
24" PVC IN: -6.80'
30" PVC OUT: -6.90'
088 - WATER VAULT
089 - WATER VALVE
8"Ø LID
ELEV: 93.61
TOP OF VALVE: -3.00'
090 - FIRE HYDRANT
091 - FIRE DEPT CONNECTION
092 - SD DI
18" x 27" GRATE
ELEV: 93.44
BOT: -6.40'
24" PVC IN: -6.18'
24" PVC OUT: -6.35'
093 - SD DI
18" x 27" GRATE
ELEV: 93.70
SEALED SHUT
094 - SD MH
24"Ø LID
ELEV: 93.95
SEALED SHUT
095 - WATER VALVES
096 - WATER METER
24"Ø LID
ELEV: 93.99
097 - SS MH
26"Ø LID
ELEV: 93.96
SEALED SHUT
098 - SS MH
24"Ø LID
ELEV: 93.81
BOT: -19.15'
* TOO DEEP TO MEASURE
099 - SS MH
24"Ø LID
ELEV: 94.20
SEALED SHUT
100 - WATER VALVE
8"Ø LID
ELEV: 94.47
TOP OF VALVE: -2.00'
101 - SEWER VENT
102 - WATER VALVE
8"Ø LID
ELEV: 94.13
TOP OF VALVE: -2.50'
103 - WATER METER
104 - WATER VALVE
8"Ø LID
ELEV: 92.88
TOP OF VALVE: -2.00'
105 - WATER VALVES
8"Ø LIDS
ELEV: 93±
TOP OF VALVE: -2.40'
TOP OF VALVE: -1.90'
TOP OF VALVE: -2.40'
106 - SS MH
24"Ø LID
ELEV: 93.19
BOT: -19.0'±
* TOO DEEP TO MEASURE
107 - SS MH
24"Ø LID
ELEV: 93.27
BOT: -19.0'±
* TOO DEEP TO MEASURE
108 - SD DI
18" x 24" GRATE
ELEV: 92.39
SEALED SHUT
109 - SEWER VENT
110 - SD DI
17" x 40" GRATE
ELEV: 93.50
BOT: -2.70'
12" PVC IN: -2.60'
12" PVC OUT: -2.70'
111 - WATER VALVES
112 - WATER VALVE
SEALED SHUT
113 - SS CLEANOUTS
8"Ø LIDS
ELEV: 94.6±
BOT: -1.50'
114 - WATER VALVE
12" x 16" LID
ELEV: 94.32
TOP OF VALVE: -0.50'
115 - SS CLEANOUT
8"Ø LIDS
ELEV: 94.14
116 - WATER VALVE
12" X 16" LID
ELEV: 94.16
TOP OF VALVE: -0.20'
117 - SD CLEANOUT
8"Ø LID
ELEV: 94.70
BOT: -1.00'
118 - SD DI
12" x 30" GRATE
ELEV: 92.78
FULL OF SEDIMENT
119 - WATER VALVE
8"Ø LID
ELEV: 93.25
TOP OF VALVE: -1.95'
120 - WATER VALVE
8"Ø LID
ELEV: 93.32
TOP OF VALVE: -2.00'
121 - 4"Ø FIRE RISER
122 - WATER VALVE
8"Ø LID
ELEV: 94.65
TOP OF VALVE: -1.40'
123 - SD DI
18" x 24" GRATE
ELEV: 92.17
SEALED SHUT
124 - SD MH
24"Ø LID
ELEV: 93.18
SEALED SHUT
125 - SD DI
18" x 24" GRATE
ELEV: 91.05
SEALED SHUT
126 - 2"Ø IRR BACKFLOW
127 - 4"Ø FIRE RISER
128 - SD DI
36" x 40" GRATE
ELEV: 93.27
BOT: -7.36'
4" PVC IN: -2.65'
6" PVC IN: -3.35'
12" PVC IN: -3.85'
14" PVC IN: -4.43'
14" PVC IN: -5.76'
14" PVC OUT: -5.65'
129 - SD DI
18" x 24" GRATE
ELEV: 92.67
SEALED SHUT
130 - SS MH
24"Ø LID
ELEV: 92.91
SEALED SHUT
131 - WATER VALVES
10"Ø LIDS
ELEV: 92.8±
TOP OF VALVE: -2.3'
TOP OF VALVE: -3.3'
132 - 2"Ø WATER VALVE
133 - 6"Ø WATER VALVE
134 - 6"Ø FIRE RISER
135 - WATER VALVE
8"Ø LID
ELEV: 92.69
TOP OF VALVE: -2.70'
136 - SD MH
24"Ø LID
ELEV: 93.81
SEALED SHUT
137 - SS MH
24"Ø LID
ELEV: 93.29
BOT: -5.90'
4" SDR IN: -5.90'
4" SDR OUT: -5.85'
138 - SD DI
18" x 36" GRATE
ELEV: 92.47
BOT: -6.00'
24" PVC IN: -5.85'
12" PVC IN: -3.77'
24" PVC OUT: -5.95'
139 - SD DI
18" x 36" GRATE
ELEV: 92.70
SEALED SHUT
140 - SD MH
24"Ø LID
ELEV: 93.34
SEALED SHUT
141 - SD DI
24" x 24" GRATE
ELEV: 93.73
SEALED SHUT
142 - SD DI
24" x 24" GRATE
ELEV: 93.86
SEALED SHUT
143 - SD MH
24"Ø LID
ELEV: 94.12
BOT: -6.20'
?" PVC IN: -3.80'
12" PVC IN: -4.20'
24" PVC IN: -6.05'
24" PVC OUT: -6.05'
144 - WATER VALVE
8"Ø LID
ELEV: 94.53
SEALED SHUT
145 - SD DI
24" x 24" GRATE
ELEV: 94.56
SEALED SHUT
146 - SD DI
18" x 36" GRATE
ELEV: 93.88
SEALED SHUT
147 - SD DI
18" x 36" GRATE
ELEV: 93.89
SEALED SHUT
148 - WATER VALVES
149 - SD DI
18" x 36" GRATE
ELEV: 93.41
BOT: -3.80'
12" PVC IN: -3.67'
12" PVC OUT: -3.75'
150 - SD DI
18" x 36" GRATE
ELEV: 92.71
BOT: -3.66'
12" PVC IN: -3.28'
12" PVC IN: -3.30'
18" PVC OUT: -3.65'
151 - SD DI
36" x 36" GRATE
ELEV: 93.34
SEALED SHUT
152 - SD DI
24"Ø GRATE
ELEV: 93.44
BOT: -6.65'
12" PVC OUT: -3.98'
153 - SD MH
24"Ø LID
ELEV: 94.10
SEALED SHUT
154 - SD DI
24" x 24" GRATE
ELEV: 92.87
BOT: -2.90'
12" PVC IN: -2.73'
12" PVC OUT: -2.78'
155 - FIRE HYDRANT
156 - WATER VALVE
157 - SS MH
24"Ø LID
ELEV: 95.26
SEALED SHUT
158 - SS CLEANOUT
8"Ø LID
ELEV: 94.98
BOT: -0.50'
159 - SD DI
18" x 27" GRATE
ELEV: 92.88
SEALED SHUT
160 - SD DI
18" x 36" GRATE
ELEV: 94.63
BOT: -6.30'
18" PVC IN: -6.19'
18" PVC OUT: -6.22'
161 - WATER VALVE
162 - SD DI
18" x 24" GRATE
ELEV: 92.73
SEALED SHUT
163 - SD DI
18" x 24" GRATE
ELEV: 92.40
BOT: -3.00'
12" CMP IN: -2.38'
12" CMP OUT: -2.45'
164 - SD DI
18" x 24" GRATE
ELEV: 93.08
SEALED SHUT
165 - SD DI
18" x 24" GRATE
ELEV: 93.64
BOT: -2.30'
12" CMP IN: -2.00'
12" CMP OUT: -2.20'
166 - WATER VALVE
167 - WATER VALVE
168 - SD DI
18" x 24" GRATE
ELEV: 92.86
BOT: -2.45'
12" CMP IN: -2.16'
12" RCP OUT: -2.40'
169 - SD DI
18" x 24" GRATE
ELEV: 93.33
BOT: -3.30'
12" PVC IN: -3.15'
12" PVC OUT: -3.25'
170 - SS CLEANOUT
8"Ø LID
ELEV: 94.35
BOT: -2.50'
171 - SD DI
18" x 24" GRATE
ELEV: 93.35
SEALED SHUT
172 - WATER VALVE
8"Ø LID
ELEV: 93.92
TOP OF VALVE: -1.80'
173 - WATER VALVES
174 - WATER VALVE
8"Ø LID
ELEV: 94.87
TOP OF VALVE: -2.20'
175 - FIRE HYDRANT
176 - SD MH
26"Ø LID
ELEV: 95.01
BOT: -5.30'
12" PVC IN: -4.10'
18" PVC IN: -5.25'
18" PVC OUT: -5.15'
177 - SD DI
18" x 36" GRATE
ELEV: 94.48
BOT: -3.40'
12" PVC OUT: -3.20'
179 - WATER PRESSURE REG
TOP: -0.80'
180 - WATER PRESSURE REG
TOP: -0.70'
181 - SD DI
18" x 27" GRATE
ELEV: 94.74
BOT: -2.85'
12" PVC OUT: -2.75'
182 - WATER PRESSURE REG
TOP: -0.40'
183 - FIRE HYDRANT
184 - SD DI
18" x 36" GRATE
ELEV: 93.84
SEALED SHUT
185 - SD MH
24"Ø LID
ELEV: 94.26
BOT: -4.95'
8" PVC IN: -4.25'
12" PVC IN: -3.47'
12" PVC IN: -4.75'
12" PVC IN: -3.78'
12" PVC OUT: -4.90'
186 - SD MH
24"Ø LID
ELEV: 93.93
BOT: -4.30'
12" PVC OUT: -4.20'
187 - WATER VALVE
8"Ø LID
ELEV: 94.43
TOP OF VALVE: -2.00'
188 - SD MH
26"Ø LID
ELEV: 94.55
BOT: -6.40'
12" RCP IN: -4.00'
12" PVC IN: -6.07'
18" PVC IN: -6.35'
18" PVC OUT: -6.05'
189 - SD DI
12" x 24" GRATE
ELEV: 94.31
BOT: -3.50'
8" PVC IN: -2.87'
12" RCP OUT: -3.45'
190 - SS MH
24"Ø LID
ELEV: 95.13
BOT: -5.60'
8" SDR IN: -5.45'
8" SDR OUT: -5.50'
191 - SS MH
24"Ø LID
ELEV: 4.92
BOT: -5.40'
8" SDR IN: -5.28'
8" SDR OUT: -5.35'
192 - WATER VALVE
193 - WATER VALVE
194 - SD MH
24"Ø LID
ELEV: 94.87
SEALED SHUT
195 - WATER VALVE
196 - WATER VALVE
197 - FIRE VALVES
198 - SD MH
24"Ø LID
ELEV: 95.44
BOT: -7.75'
18" PVC IN: -7.63'
24" PVC OUT: -7.70'
199 - SS MH
24"Ø LID
ELEV: 94.65
BOT: -3.05'
4" SDR IN: -2.95'
4" SDR IN: -2.96'
12" SDR OUT: -3.00'
200 - WATER VALVE
201 - SEWER CLEANOUT
202 - FIRE VALVE
8"Ø LID
ELEV: 94.89
TOP OF VALVE: -2.14'
203 - WATER VALVE
8"Ø LID
ELEV: 94.90
TOP OF VALVE: -1.90'
204 - WATER VALVE
205 - WATER VALVE
206 - SS CLEANOUT
8"Ø LID
ELEV: 95.67
BOT: -4.90'
207 - SD DI
24"Ø GRATE
ELEV: 94.00
SEALED SHUT
208 - FIRE DEPT CONNECTION (FDC)
209 - SD MH
26"Ø LID
ELEV: 94.66
BOT: -4.20'
12" PVC IN: -4.05'
12" PVC IN: -4.20'
12" PVC IN: -4.20'
12" PVC OUT: -4.20'
210 - 2" + 3" WTR APP. & VALVES
211 - FIRE PIV
212 - 6" WTR APP. & VALVES
213 - SD SLOT DRAIN
214 - 8" WTR APP. & VALVES
215 - 8" + 4" FIRE SERVICES
216 - SD DI
24" x 24" GRATE
ELEV: 95.46
SEALED SHUT
217 - SD DI
24" x 24" GRATE
ELEV: 94.62
SEALED SHUT
218 - 6" FIRE RISER
219 - 4" + 6" FIRE RISERS
220 - UNKNOWN UG VAULT
221 - SEWER CLEANOUT
222 - SD DI
12" x 12" GRATE
ELEV: 94.71
SEALED SHUT
223 - WTR APP. & VALVES
224 - SD DI
12" x 12" GRATE
ELEV: 95.38
SEALED SHUT
225 - SS CLEANOUT
8"Ø LID
ELEV: 94.24
BOT: -0.25'
226 - SD DI
18" x 27" GRATE
ELEV: 93.15
BOT: -2.50'
12" PVC IN: -2.20'
12" PVC OUT: -2.40'
227 - SEWER LIFT STATION
228 - SEWER CLEANOUT
229 - SEWER CLEANOUT
230 - SEWER CLEANOUT
231 - SEWER CLEANOUT
232 - INTERCEPTOR
233 - INTERCEPTOR
234 - SD DI
18" x 36" GRATE
ELEV: 93.40
BOT: -2.70'
12" PVC OUT: -2.70'
235 - WATER VALVES
236 - SD DI
18" x 24" GRATE
ELEV: 92.76
BOT: -3.15'
FABRIC IN DI
237 - SD DI
24" x 24" GRATE
ELEV: 93.29
BOT: -3.75'
10" PVC IN: -3.65'
10" PVC IN: -3.65'
12" PVC IN: -3.70'
16" PVC IN: -3.59'
16" PVC OUT: -3.75'
238 - WATER VAULT
239 - SD MH
26"Ø LID
ELEV: 94.21
BOT: -4.35'
8" PVC IN: -4.34'
8" PVC IN: -4.35'
10" PVC IN: -3.50'
10" PVC OUT: -4.35'
240 - WATER VALVE
8"Ø LID
ELEV: 94.30
TOP OF VALVE: -6.0'
241 - WATER VAULT
242 - WATER BOX / VALVE
243 - WATER VALVES
244 - FIRE PIV
245 - FIRE RISER w/ FDC
246 - SD DI
18" x 18" GRATE
ELEV: 92.92
BOT: -3.90'
12" PVC IN: -3.80'
12" PVC OUT: -3.90'
247 - SD DI
18" x 24" GRATE
ELEV: 93.04
BOT: -2.68'
FABRIC IN DI
248 - SD DI
24" x 24" GRATE
ELEV: 92.92
BOT: -3.90'
12" PVC IN: -3.80'
12" PVC OUT: -3.90'
249 - SD DI
18" x 24" GRATE
ELEV: 93.02
BOT: -3.85'
12" PVC OUT: -3.85'
250 - SD MH
26"Ø LID
ELEV: 94.84
BOT: -6.05'
12" PVC IN: -5.85'
18" PVC IN: -6.05'
18" PVC OUT: -6.05'
251 - FIRE HYDRANT
252 - SD DI
18" x 18" GRATE
ELEV: 93.02
FABRIC IN DI
253 - UNKNOWN PIPE
254 - WATER VALVES
255 - SD DI
18" x 18" GRATE
ELEV: 93.38
FABRIC IN DI
256 - WATER VALVE
257 - SD MH
26"Ø GRATE
ELEV: 93.79
SEALED SHUT
258 - WATER VALVES
259 - FIRE VALVES
260 - FIRE VALVE
261 - FIRE HYDRANT
262 - SD DI
18" x 18" GRATE
ELEV: 93.37
FABRIC + SEALED SHUT
263 - SD DI
18" x 24" GRATE
ELEV: 93.24
FABRIC + SEALED SHUT
264 - SD MH
26"Ø LID
ELEV: 93.93
SEALED SHUT
265 - SD DI
18" x 24" GRATE
ELEV: 93.24
FABRIC + SEALED SHUT
266 - SD CLEANOUT
267 - SD MH
26"Ø LID
ELEV: 95.33
BOT: -6.00'
12" PVC IN: -5.55'
12" PVC OUT: -5.70'
268 - UNKNOWN PIPES
269 - SD DI
18" x 24" GRATE
ELEV: 94.67
SEALED SHUT
270 - SS CLEANOUT
271 - SS CLEANOUT
272 - SD DI
18" x 18" GRATE
ELEV: 93.17
SEALED SHUT
274 - WATER VALVES
275 - SD DI
18" x 24" GRATE
ELEV: 93.72
SEALED SHUT
276 - 4" WATER VALVES
277 - SEWER CLEANOUT
278 - WATER VALVE
279 - WATER VALVE
280 - SD DI
24" x 28" GRATE
ELEV: 94.52
BOT: -2.45'
12" PVC OUT: -2.40'
281 - SD MH
24"Ø LID
ELEV: 94.72
BOT: -7.25'
12" PVC IN: -3.75'
12" PVC OUT: -3.80'
282 - SD DI
24"Ø GRATE
BOT: -1.88'
8" PVC OUT: -1.83'
283 - SD DI
28" x 28" GRATE
BOT: -3.80'
12" PVC OUT: -3.75'
284 - (2) SD DIs 28" x 28" GRATES FILLED w/ DEBRIS
285 - SD DI
28" x 28" GRATE
BOT: -1.80'
12" PVC OUT: -1.75'
286 - SD DI
28" x 28" GRATE
BOT: -2.30'
12" PVC IN: -2.25'
12" PVC OUT: -2.28'
287 - SD DI
28" x 28" GRATE
BOT: -2.35'
12" PVC IN: -2.20'
12" PVC IN: -2.30'
12" PVC OUT: -2.33'
288 - SD DI
18" x 24" GRATE
BOT: -3.70'
12" PVC IN: -3.60'
12" PVC IN: -3.62'
12" PVC OUT: -3.67'
289 - SD DI
18" x 18" GRATE
BOT: -3.62'
12" PVC IN: -3.55'
12" PVC OUT: -3.58'
290 - SD DI
18" x 18" GRATE
BOT: -2.80'
8" PVC IN: -2.72'
12" PVC OUT: -2.75'
291 - SD DI
24" x 24" GRATE
BOT: -2.20'
8" PVC OUT: -2.16'
292 - SD DI
24" x 24" GRATE
BOT: -2.10'
12" PVC OUT: -2.08'
293 - SD DI
18" x 24" GRATE
12" PVC IN: UNK
12" PVC IN: UNK
12" PVC OUT: UNK
FILLED w/ DEBRIS
NOTE: SEE SHEETS VU001-VU004 FOR NUMBER REFERENCES.
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
AutoCAD SHX Text
UTILITY SURVEY NOTES
AutoCAD SHX Text N/A
AutoCAD SHX Text
VU005
AutoCAD SHX Text
ARC
AutoCAD SHX Text
RID
AutoCAD SHX Text
A
A
B
T
T
T
12"
RCP
002 12" RCP
12" RCP
006 007004
12" PVC
12" PVC
12" PVC
10" PVC
" P
VC
8" PVC
12" SDR
8"
SD
R
12" SDR
015 016
12" SDR
8" PVC
12" PVC
12" PVC
3" PVC
8" P
VC
8" RCP
12" RCP
NO
ACCESS
8" PVC
0558" PVC
029 030FDC
12" PVC
ALL
8" PVC034
035036
201 040
4"
SDR
042-045
10"
SDR
10"
SDR
10"
SDR
12"
SDR
10"
SDR
10"
SDR
12"
SDR
FDC
FH
FH
4"
SDR
18"
PVC
18"
PVC
8"
PVC
059 060
12"
PVC
FH063
198190 24" PVC
8" SDR
18" PVC8" SDR191
12" PVC 186
12" RCPFH183
19912" SDR
8" SDR
209208FDC
211PIV210
230229
101099
086085
121 092
091FDC
090FH
117 115
272271
152 151 150 139
137 136
154 155
FH 157
248249
FH
162163
245237
244PIV
263261
FH
12"
PVC
12"
PVC
12"
PVC
ALL
8"
SDR
12"
SDR
12"SDR
10"
PVC8"
PVC
8"
PVC
8"
PVC
PV
C
UNKNOWN
END
POINT
UNKNOWN
ORIGIN?" SDR
DEEP?" SDR
" P
VC
12" PVC
12" RCP
12" RCP
" R
CP
12" RCP 12" SDR
12" SDR
UNKNOWN
ORIGIN
4"
SDR
4"
SDR
UNKNOWNORIGIN
24"PVC 24"PVC
30"PVC
24"
PVC
12"PVC
4"
PVC
14"
PVC
PV
C14"PVC
PV
C
6"
PVC
4"
PVC
4"
SDR24"PVC
12"
PVC
24"PVC
4"SDR
4"SDR
POSSIBLEBURIED
SD
MH
24"PVC
24"PVC
12"
PVC
12"PVC
12"PVC
18"
PVC
12"
PVC
12"PVC
12"PVC
PV
C
18"PVC
18"
PVC
12" CMP
12" CMP
12" PVC
12" PVC
" P
VC
12" PVC
18112" PVC
8" PVC12" PVC
12" PVC
8" PVC
12" RCP
18" PVC
4" SDR
4" S
DR
12" PVC
12" PVC
" P
VC12" PVC
12" PVC
12" PVC
10" PVC
8" P
VC
10"
PVC
8" PVC
UNKNOWN
END
POINT
16" PVC
10" PVC
16" PVC
12" PVC
12" PVC 12" PVC
18" PVC
18" PVC
18" PVC
12" PVC
12" PVC
12" PVC
12"
PVC
24"PVC
12" RCP
" P
VC
" P
VC
" P
VC
" P
VC
" P
VC
12" PVC
12" PVC
8" P
VC
12" PVC
12" PVC12" PVC
12" PVC
12" PVC
4" SDR4" SDR
6" SDR
289 290
EXISTING BUILDING DCW DATA
BUILDING NO. ESTIMATED WSFU ESTIMATED GPM
EXISTING DCW INLET
DIA (IN.)
T-6 14 30 1 T-7 8 22 T-8 65 54 2 645 194 86 3 646 243 96 3 647 96 64 2 1/2 649 87 61 2 1/2 650 844 177 4
651 IN CONSTRUCTION IN CONSTRUCTION 2
652 27 38 2 700 1663 269 6 701 3 7 702 2507* 380* 6 707 26 38 720 89 61 722 33 42
722A 12 29 726 151 77 2 727 146 77 3 728 69 54 3 730 20 35 1 1/2 731 17 33 1 1/2 798 24 35 3/4 799 12 29 3/4 800 15 31 801 61 54
801A 11 28 801B 11 28 802 23 35 803 11 28 805 17 33 3/4 806 17 33 3/4 807 17 33 3/4 810 26 38 3/4 811 14 30 3/4
*:BLDG 650 & 700
INCLUDED IN TOTAL
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
WATER DISTRIBUTION PLAN
OVERALL SITE
PP100
ARCRID
GENERAL NOTES:
1. FIELD VERIFY UTILITIES SHOWN ON PLANS AND
LOCATED WITHIN THE PROJECT AREA PRIOR TO
EXCAVATION.
2. VERIFY DIMENSIONS ON PLANS AND BUILDING
LOCATIONS PRIOR TO COMMENCEMENT OF
WORK.
3. PROVIDE CONTINUOUS WATER AND LEGIONELLA
MONITORING ON ALL NEW BUILDINGS, BUILDINGS
WITH PATIENT SERVICES, BUILDINGS WITH
OVERNIGHT PATIENTS OR STAFF, MISSION
CRITICAL BUILDINGS AND AS REQUIRED BY VHA
DIRECTIVE 1061.
4. PROVIDE LIST OF FIRE PUMPS AND DOMESTIC
WATER PUMPS TO BE REMOVED TO AND GIVEN
TO THE COR UPON COMMISSIONING
COMPLETION. FIELD VERIFY SIZE, LOCATION,
CONDITION OF PUMPS AND INDIVIDUAL BUILDING
PUMP REQUIREMENTS PRIOR TO
COMMENCEMENT OF WORK.
5. OBTAIN COR APPROVAL PRIOR TO REMOVAL OF
ANY LINES OR EQUIPMENT AND PRIOR TO
COMMENCEMENT OF ANY NEW WORK.
6. CONTRACTOR IS REQUIRED TO UPGRADE THE
ELECTRIC CONNECTION TO THE LOCAL UTILITY.
CONTRACTOR SHALL COORDINATE DESIGN AND
CONSTRUCTION INCLUDING PERMITTING FOR A
NEW POWER CONNECTION TO THE LOCAL
UTILITY.
LEGEND:
WATER PIPE - MATERIAL AND SIZE
VARIES. SEE PP101.
FENCE
PROPERTY LINE
COUNTY WATER MAINS
NEW TO EXISTING CONNECTION
NORTH
N
ABBREVIATIONS:
(E) = EXISTING (P) = PROPOSED SD = STORM DRAIN
SS = SANITARY SEWER APPROX. = APPROXIMATE
EST. = ESTIMATED UG = UNDERGROUND
LOC. = LOCATION
SDR = STANDARD DIMENSION RATIO (SS PIPES ARE
TYPICALLY SDR35)
### = REFERENCE SHEET VU005 FOR UTILITY SURVEY
NOTES, TYP.
GPM = GALLONS PER MINUTE
IN = INCHES
DCW = DOMESTIC CHILLED WATER
WSFU = WATER SUPPLY FIXTURE UNITS
0' 160'80'
SCALE: 1" = 80'
KEY NOTES:
1. PROVIDE NEW 8"ø WATER LINE TO FILL NEW
ELEVATED TOWER AND GROUND TANK, CONNECT
INTO COUNTY MAIN AS REQUIRED.
2. PROVIDE NEW SANITARY SEWER CONNECTIONS
FROM ELEVATED TOWER AND GROUND TANK
OVERFLOWS AND DRAINS TO COUNTY SEWER
MAINS AS REQUIRED. DRAINING TOWER AND
TANK TO CAMPUS STORM OR CAMPUS SANITARY
SEWER LINES IS STRICTLY PROHIBITED AND
MUST BE DRAINED TO NEAREST AVAILABLE
COUNTY SEWER MAIN.
3. DISCONNECT ONE (1) OF THREE (3) EXISTING
CAMPUS LOOP WATER CONNECTIONS TO THE
COUNTY MAIN AND REMOVE LINE BACK TO
EXISTING CAMPUS LOOP AS REQUIRED. VERIFY
SIZE, LOCATION, AND CONDITIONS OF ALL
EXISTING CONNECTIONS TO ASSESS THE
ADEQUACY OF EACH CONNECTION. OBTAIN COR
APPROVAL PRIOR TO COMMENCEMENT OF WORK.
4. PROVIDE 6"ø ALTERNATE FILL LINE FROM ONE (1)
OF TWO (2) EXISTING COUNTY CONNECTIONS
THAT ARE TO REMAIN. ROUTE TO NEW ELEVATED
TOWER AND GROUND TANK AS REQUIRED.
OBTAIN COR APPROVAL PRIOR TO
COMMENCEMENT OF WORK.
5. PROVIDE DIESEL STORAGE TANK AND
EMERGENCY DIESEL GENERATOR TO POWER
ELEVATED TOWER FILL PUMPS DURING POWER
OUTAGES. ALTERNATIVELY, PROVIDE DIESEL
STORAGE TANK AND DIESEL POWERED PUMP AS
AN EMERGENCY FILL PUMP DURING POWER
OUTAGES AS REQUIRED BY THE COR. BOTH
OPTIONS MUST BE SIZED TO SUSTAIN
CONTINUOUS OPERATION FOR MIN. 12-18 HOURS
WITHOUT CAMPUS POWER. OBTAIN COR
APPROVAL PRIOR TO SELECTION OF EMERGENCY
TOWER FILL OPTION.
AutoCAD SHX Text I n t e r n a t i o n a l
AutoCAD SHX Text D r i v e
AutoCAD SHX Text
PROPERTY LINE
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EXHAUST
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
FUEL
AutoCAD SHX Text 8'X10'
AutoCAD SHX Text
SHED
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FENCE
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HOSPITAL WAY
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ENGINEER CT
AutoCAD SHX Text
HOSPITAL WAY
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
METAL STORAGE
AutoCAD SHX Text
CONTAINER
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APPROX PROP LINE (TYP)
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APPROX PROP LINE (TYP)
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APPROX PROP LINE
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APPROX PROP LINE
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ZINFANDEL HOLDINGS INC APN: 072-0690-105
AutoCAD SHX Text
ZINFANDEL HOLDINGS INC APN: 072-0690-019
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APPROX PROP LINE
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NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
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NO U/G UTILITIES FOUND DURING THE FIELD SURVEY IN THIS AREA
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GROUND TANK
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MECHANICAL BUILDING
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ELEVATED TOWER
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PROVIDE NEW
STORM WATER PIPE
AND CONNECTION TO
COUNTY STORM
WATER SYSTEM. SEE
PP100 FOR
CONTINUATION.
WATER TREATMENT/CHLORINATION EQUIPMENT
PROVIDE NEW 8"ø
WATER MAIN TAPPED
OFF OF COUNTY MAIN
WATER
TREATMENT
WATER
QUALITY
MONITOR
IMMERSION
HEATER
P-1
P-2
P-4
(DIESEL PUMP)
6"ø ALTERNATE FILL LINE
PRESSURE
TANK
8"ø SUPPLY
LINE TO
NEW LOOP
INSULATED AND HEAT TRACED
6"ø FILL LINE
3"ø RECIRCULATION LINE
6"ø SUPPLY LINE TO NEW LOOP
FROM PRESSURE TANK
SHELL MANHOLE
WITH DAVID ARM
(2) REQUIRED
(1)30"ø, (1) 24"ø
6" SAND PAD
RINGWALL FOUNDATION
OVERFLOW
LADDER W/ OSHA COMPLIANT
SAFETY CLIMB DEVICE
C FIRST
RUNG
ELEVATION
FINISHED GRADE
ELEVATION
ELEVATION
8"ø SUPPLY LINE TO NEW LOOP
6"ø ALTERNATE FILL LINE FROM ONE
OF TWO EXISTING CONNECTIONS
TO COUNTY WATER MAIN
FLOOR LINE
FINISHED GRADE
FOUNDATION
SERVICE ENTRANCE DETAIL
FROM EXISTING LOOP
PIPE SLEEVE
N.T.S.
E
F
I R
E
E
D
C W
E
I R
R
EXISTING WATER LOOP
FLOOR LINE
FINISHED GRADE
FOUNDATION
SERVICE ENTRANCE DETAIL
FROM EXISTING LOOP
NORMALLY CLOSED
N.T.S.
E
F
I R
E
E
D
C W
E
I R
R
NEW AND EXISTING WATER LOOP
FROM NEW LOOP
P-3
DRAIN TO NEAREST COUNTY SEWER MAIN
OVERFLOW SPLASH GRATE
TO DRAIN.
DIESEL
STORAGE TANK
12-18 HR
CAPACITY
EMERGENCY
POWER DIESEL
GENERATOR
DIESEL LINE
ROUTED TO DIESEL
EMERGENCY FILL
PUMP P-4 AS
REQUIRED.
SCHEMATIC DESIGN - NOT FOR CONSTRUCTION
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
E
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANT:
DANIEL CHAPPARO
CONTRACTING OFFICER'S REPRESENTATIVE
(916) 843-7187
MATHER WATER AND SEWER STUDY
MATHER, CA
NOV 2018
612A4-17-109
Group, Inc.
11031 SOUTH PIKES PEAK DRIVE #202
PARKER, COLORADO 80138
PH: 303.841.3922
WWW.AES-GRP.COM
D
C
B
A
E
D
C
B
A
2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
3359 PEACE CT, SACRAMENTO, CA 95826
ANDREW HAMMOND, PE | PLS
(775)762-5461
PLUMBING SCHEMATIC
WATER TOWER
PP101
ARCRID
WATER TOWER AND PUMP HOUSE
GENERAL NOTES:
1. VALVES SHOWN FOR REFERENCE ONLY TO SHOW
BASIC FLOW AND CONTROLS.
2. ALL PIPING WILL BE INSULATED AND HEAT
TRACED ABOVE GROUND.
3. PROVIDE TANK AND TOWER OVERFLOWS/DRAINS
ROUTED DIRECTLY TO NEAREST COUNTY SEWER
MAIN AS REQUIRED. DRAINING TANK OR TOWER
TO THE CAMPUS STORM OR SEWER LINES IS
EXPLICITLY PROHIBITED.
4. PROVIDE EMERGENCY TOWER AND TANK FILLING
OPTIONS BY MEANS OF A DIESEL EMERGENCY
POWER GENERATOR OR A DIESEL BACKUP FILL
PUMP. THE EMERGENCY FILL OPTIONS AND
DIESEL STORAGE TANK TO BE SIZED TO PROVIDE
A MINIMUM OF 12-18 HOURS OF CONTINUOUS
OPERATION DURING A POWER OUTAGE OR
EMERGENCY.
AutoCAD SHX Text
ACCESS TUBE HATCH
AutoCAD SHX Text
ACCESS TUBE
AutoCAD SHX Text
ROOF HATCH
AutoCAD SHX Text
VENT
AutoCAD SHX Text
OVERFLOW PIPE
AutoCAD SHX Text
ACCESS TUBE LADDER
AutoCAD SHX Text
INSIDE TANK LADDER
AutoCAD SHX Text
(SEE NOTES)
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SMOOTH TRANSITION SECTION
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PLATFORM
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PEDESTAL
AutoCAD SHX Text
BASE CONE
AutoCAD SHX Text
PERSONNEL DOOR
AutoCAD SHX Text
BASE ELBOW
AutoCAD SHX Text
CONCRETE FOUNDATION
AutoCAD SHX Text
CONDENSATE CEILING
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
BASE CONE LADDER
AutoCAD SHX Text
PEDESTAL LADDER
AutoCAD SHX Text
OVERFLOW WEIR BOX
AutoCAD SHX Text
TANK ACCESS MANHOLE
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TANK DIAMETER (TBD)
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TOP OF FOUNDATION TO HIGH WATER LEVEL (234 FT)
AutoCAD SHX Text
TOP OF FOUNDATION TO LOW WATER LEVEL (200 FT)
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HEAD RANGE
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H.W.L. ELEVATION (APPROX. 234')
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L.W.L. ELEVATION
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ELEVATION
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BASE CONE DIAMETER (66 FT)
AutoCAD SHX Text
(SEE NOTES)
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COMPRESSION COUPLING
AutoCAD SHX Text
ROOF HANDRAIL
AutoCAD SHX Text
INLET/OUTLET PIPE
AutoCAD SHX Text
OVERFLOW
AutoCAD SHX Text 8'-0''
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
OVERFLOW SPLASH GRATE TO DRAIN.
AutoCAD SHX Text
APPENDIX A- SURVEY INFORMATION- ELEMENT ENGINEERING
WATER & SEWER STUDY SD REPORT
VANCHCS January 2019
C1
APPENDIX C: ALTERNATE TANK INFORMATION
D1
APPENDIX D: SEISMIC MAP
NOVEMBER 1, 2016
Very High
High
Seattle Moderate High American Lake Spokane
Moderate Low Vancouver Walla Walla
White River Fort Harrison Portland Miles City Low Junction Togus
U.S. Department of Veterans Affairs Seismic Zone Map H 18-8 Note: Seismicity is based on Spectral acceleration listed in ASCE 7-10
Fargo Iron Mountain
St. Cloud Manchester Roseburg
Sheridan
Durham
Fayetteville
Coatsville
Canadaigua
Syracuse
Castle Point
Albany
Providence Newington
West Haven Northport Montrose Bronx Brooklyn/ St. Albans
NYC
East Orange
Lyons Philadelphia
Wilmington
Baltimore Perry Point
Bedford White City Tomah Batavia Boston/ Fort Meade Boise Minneapolis West Roxbury
Saginaw Hot Springs Milwaukee BuffaloSioux Falls Brockton Erie Northhampton Battle Creek Madison Detriot Wilkes-Barre
Ann Arbor Lebanon DesMoines ButlerChicagoReno Cleveland Cheyenne
Fort Wayne Pittsburgh Sacramento Iowa City OmahaSalt Lake City Dayton Columbia Grand Island Lincoln Marion Danville Martinez San Francisco Denver
Chillicothe Menlo Park Indianapolis Clarksburg Cincinnati Fresno Palo Alto Wash. DC Kansas City Grand Junction Huntington Topeka
St.Louis Richmond Columbia Marion Lexington Salem
Las Vegas Louisville Wichita Salisbury
Mt. Home Sepulveda Poplar Bluff Loma Linda Muskogee Nashville West Los Angeles Asheville
Long Beach Albuquerque Oklahoma City Fayetteville Murfreesboro Prescott Hampton Amarillo Memphis Columbia Little Rock
Phoenix Atlanta Birmingham Charleston San Diego Tuscaloosa Bonham Augusta
Tuskegee Tucson Shreveport Jackson Montgomery Dublin
El Paso Dallas
Big Spring Lake City Alexandria
Waco Biloxi New Orleans Temple Gainesville Kerryville
Houston Tampa Honolulu Orlando San Antonio
Bay Pines West Palm Beach
Miami Anchorage Hawaii
San Juan
Alaska Puerto Rico
CFM Office of Facilities Planning - 003C2
E1
APPENDIX E: UPDATED COST ESTIMATE
1/24/2019
MATERIAL LABOR EQUIPMENT
Description Total Total Total Total Cost
HOSPITAL LOOP PIPING 576,735.27$ 251,445.17$ 82,186.03$ 910,366.48$
TRENCH PIPING INSTALLATION 400,738.45$ 229,889.63$ 54,748.65$ 685,376.73$
GROUND STORAGE TANK 1,123,593.07$ 1,460,848.99$ 583,864.22$ 3,168,306.28$
PRESSURE TANK INSTALLATION 1,123,593.07$ 70,339.88$ 13,024.87$ 1,206,957.81$
PUMP HOUSE INSTALLATION 947,583.19$ 310,649.42$ 21,528.08$ 1,279,760.70$
Estimated Project Cost 4,172,243.05$ 2,323,173.09$ 755,351.86$ 7,250,768.00$
TANK OPTIONS OPTION TOTALS PROJECT TOTAL
FLUTE WATER TANK INSTALLATION 6,134,150.68$ 13,384,918.68$
36 FOOT TOWER TANK 2,917,262.93$ 10,168,030.93$
MATHER WATER TOWER & PUMP HOUSE
VA MEDICAL CENTER MATHER, CA
AES GROUP PROJECT #: 6124-17109
100% COST ESTIMATE SUMMARY
Description Qty Unit Cost/Unit Total Cost/Unit Total Cost/Unit Total Total Cost
ASPHALT REMOVAL -$ -$ -$ -$
Asphalt removal 1293 sy -$ 4.32$ 5,585.76$ 2.68$ 3,465.24$ 9,051.00$ Saw cut - 4" 5816 lf 0.25$ 1,454.00$ 1.16$ 6,746.56$ 0.63$ 3,664.08$ 11,864.64$ Loading & trucking 144 cy -$ 30.00$ 4,320.00$ 12.05$ 1,735.20$ 6,055.20$
SUBTOTAL 1,454.00$ 16,652.32$ 8,864.52$ 26,970.84$
TRENCH EXCAVATION
Trench Excavation 2585 cy -$ 3.47$ 8,969.95$ 1.78$ 4,601.30$ 13,571.25$ Trench boxes 17448 sfw 0.49$ 8,549.52$ 0.33$ 5,757.84$ 0.10$ 1,744.80$ 16,052.16$
TRENCH BACKFILL -$ -$ -$ -$
Backfill bedding 216 cy 21.00$ 4,536.00$ 7.00$ 1,512.00$ 2.08$ 449.28$ 6,497.28$ Backfill material 2585 cy -$ 1.96$ 5,066.60$ 1.74$ 4,497.90$ 9,564.50$ Backfill compaction 2585 cy -$ 0.91$ 2,352.35$ 2.61$ 6,746.85$ 9,099.20$ Backfill bank run gravel 431 cy 21.00$ 9,051.00$ 7.00$ 3,017.00$ 2.08$ 896.48$ 12,964.48$ Pothole existing pipe identification 50 ea 25.00$ 1,250.00$ 110.00$ 5,500.00$ 100.00$ 5,000.00$ 11,750.00$
SUBTOTAL 23,386.52$ 32,175.74$ 23,936.61$ 79,498.87$
PIPE INSTALLATION
8" PVC - Loop Piping 2908 lf 8.05$ 23,409.40$ 5.60$ 16,284.80$ -$ 39,694.20$ 8" Mechanical Joints 150 ea 144.00$ 21,600.00$ 12.75$ 1,912.50$ -$ 23,512.50$ 8" Valves 26 ea 5,350.00$ 139,100.00$ 172.00$ 4,472.00$ 61.00$ 1,586.00$ 145,158.00$ 6" Valves 6 ea 1,275.00$ 7,650.00$ 172.00$ 1,032.00$ 61.00$ 366.00$ 9,048.00$ Wire - location 32 clf 41.00$ 1,312.00$ 46.50$ 1,488.00$ -$ 2,800.00$ Identification tape 32 clf 35.00$ 1,120.00$ 2.24$ 71.68$ -$ 1,191.68$ Cathodic protection -$ -$ -$ -$ Anodes 12 ea 117.00$ 1,404.00$ 268.00$ 3,216.00$ 29.00$ 348.00$ 4,968.00$ Cables 3 clf 1,975.00$ 5,925.00$ 805.00$ 2,415.00$ -$ 8,340.00$
SUBTOTAL 201,520.40$ 30,891.98$ 2,300.00$ 234,712.38$
MAIN LOOP WATER TAPS -$ -$ -$ -$
1" to 2" service 18 ea -$ 297.00$ 5,346.00$ -$ 5,346.00$ 2-1/2" plus 4 ea -$ 325.00$ 1,300.00$ -$ 1,300.00$
SUBTOTAL -$ 6,646.00$ -$ 6,646.00$
ASPHALT PATCH -$ -$ -$ -$
Binder course 1293 sy 14.10$ 18,231.30$ 0.93$ 1,202.49$ 0.65$ 840.45$ 20,274.24$ Hauling 91 cy -$ 1.28$ 116.48$ 2.45$ 222.95$ 339.43$
MATHER WATER TOWER & PUMP HOUSE
VA MEDICAL CENTER MATHER, CA
AES GROUP PROJECT #: 6124-17109
HOSPITAL LOOP PIPING
312323160050
Equipment
312316135080 312316131391
312316133090
Material Labor
312323132300 312323160050
321216130200
331113258040 331216103820 331216103814
330526100500
331113254540
134713161020 134713164030
331213154100 331213154150
260526800400
024113175050…
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