5. 95 pct Civil Dwgs.pdf
PDF 21 MB Posted
- Attached to
- 127EAW26Q0053 - Kern River Ranger District HVAC
- Solicitation number
- 127EAW26Q0053
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a 95% Submittal set of design and construction plans for the Administrative Building and Warehouse Relocation project at the Kern River Ranger District, USDA Forest Service, located in Sacramento, California. The project file number is P2145952, specification number 2066, and project number KE2-09-0519, with an issue date of January 26, 2016.
The plans comprise comprehensive site development and infrastructure improvements organized into multiple sheets covering: site investigation and geotechnical boring logs (sheets B-101 through B-104); site planning and layout (sheets C-101 through C-102A); grading, drainage, and erosion control (sheets C-103 through C-108A); pavement and striping (sheets C-109 through C-110A); Kernville Road improvements and profiles (sheets C-201 through C-205); storm drain, sewer, water, and gas system details (sheets C-202 through C-207); standard construction details including curbs, gutters, sidewalks, pavement sections, and retaining walls (sheets C-501 through C-509); and demolition requirements (sheet D-101). The base bid improvements include site grading and remedial fill, two new buildings (administration and warehouse), parking areas, utility infrastructure (water, sewer, storm drain, gas, and irrigation systems), hardscape features, landscaping, and erosion control measures. Additive Bid 1 includes additional parking area and timber steps. Key site features include a 3,000-gallon septic tank with leach fields, micro-detention basin, storm drain system with multiple inlets and manholes, water distribution with fire hydrants and backflow prevention, and comprehensive utility coordination. The plans reference geotechnical investigations by Genterra Consultants dated June 15, 2015, and incorporate standard Kern County development specifications and California standards for design and construction.
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BUIL
DIN
G
B U
IL
D
IN
G
BUIL
DIN
G
BUILDING
BUIL
DIN
G
B U
ILD
IN
G
B U
IL
D
IN
G
B U
IL
D
IN
G
BUILDING
B U
IL
D
IN
G
G R E E N
H O
U S E
B U
IL
D
IN
G
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRASS
DIRT AND GRASS
DIRT AND GRASS
AC AC
AC
AC
AC
AC
AC
WTR BOX
SSMH
SSCO
SSCO
SSCO
WTR BOX
SSCO
SSCO
SSCO
WTR BOX
AC
BUILDING
BUILDING
WATER
PREVENTER
FLOW
BACK
END)
LANE
(BIKE
SIGN
SCHOOL)
(25 MPH
SIGN
PROPANE TANK
SSCO
SSCO
DIRT AND GRAVEL
(RIGHT TURN)
SIGN
(STREET)
SIGN
(ONE WAY)
SIGN
(BIKE LANE)
SIGN
WATER VAULT
IRRIGATION
18" CMP
AC
AC
AC
POWER POLE
DIRT AND GRASS
KERNVILLE ROAD
AC
AC
AC
268026
EX.
BUIL
DIN
G
FLAG POLE
TOWER
BOLLARD
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
BOLLARD
BOLLARD
POWER POLE
ANCHOR
ANCHOR
BOLLARD
BOLLARD
POWER POLE
ANCHOR
POWER POLE
POWER POLE
ANCHOR
POWER POLE
POLE
POLE
ANCHOR
POWER POLE
POWER POLE
9" EVERGREEN
12"-10" SHADE
12" EVERGREEN
17" EVERGREEN
21" EVERGREEN
16" EVERGREEN
9" EVERGREEN
20" EVERGREEN
9" EVERGREEN
15" EVERGREEN
10" EVERGREEN
12" EVERGREEN
20" EVERGREEN
12" SHADE17' EVERGREEN
17" SHADE
11" EVERGREEN
9"-10" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
10" SHADE17" EVERGREEN
8" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
14" EVERGREEN
11" EVERGREEN
17" EVERGREEN
11" EVERGREEN
7" EVERGREEN
12" EVERGREEN
8" EVERGREEN
11" EVERGREEN
16" SHADE
15" EVERGREEN
11" EVERGREEN
9" EVERGREEN
7"-8" EVERGREEN
15" EVERGREEN
18" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
EVERGREEN
18" EVERGREEN
12" SHADE
7" SHADE
15" EVERGREEN
17" EVERGREEN
24" EVERGREEN
22" EVERGREEN
24" EVERGREEN
22" EVERGREEN
16" EVERGREEN
24" EVERGREEN
16" EVERGREEN
24" EVERGREEN
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
21" EVERGREEN
24" EVERGREEN
14" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
8" EVERGREEN
10"-12" EVERGREEN
12" EVERGREEN
6" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
15" SHADE
24" SHADE
14" SHADE
10" SHADE
12" SHADE
17" SHADE
23" EVERGREEN
24" EVERGREEN
8" EVERGREEN
19" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
16" SHADE
15" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
15" SHADE
12" SHADE
AND ALUMINUM CAP
#20 5/8 REBAR
AND ALUMINUM CAP
#21 5/8 REBAR
CAP
WITH PLASTIC KASL
#22 1/2 REBAR
AND SHINER
#23 MAG NAIL
AND SHINER
#27 MAG NAIL
AND SHINER
#28 MAG NAIL
#26 6" SPIKE
#24 6" SPIKE
9' EVERGREEN
17" EVERGREEN
12" EVERGREEN
10" EVERGREEN
24" EVERGREEN
24" EVERGREEN
8"-10"-12"X2 EVERGREEN
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
6"X2-7" EVERGREEN
9" EVERGREEN
18" EVERGREEN
14" EVERGREEN
16" EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
2673X49
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
4' WOOD
4' WOOD
4' WOOD
4' WIRE6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
ELEC PANEL
18" CMP
20" CMP
S
IE
R R
A D
R
IV
E
PROPANE TANK
EXISTING
F
S
2 •"W
W
2" W
"S
D
"S
D
"S
D
"S
D
S
D
2" W
W
2"W
S S
4"SS
S S
4"
SS
6"SD
S
D
S
S
1-1 /4
"G
3/ 4"
G
D R
IV
E S
IE
R R
A
D R
IV
E
V A
L L E
Y V
IE
W
X
X
X
X
R
E
CYC
L
E
O
H ELEC
O H
E L
E C
OH
ELEC
OH ELEC
OH ELEC
O
H ELEC
E
C
E C
E C
E C
OH ELEC
O
H ELEC
number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
B -1
M A
P
B A
S E B
ID
P
L U
S A
D D .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
LEGEND
BH-11
BP-4
BORING LOGS SHEET B103
LOCATION AND NUMBER SEE
APPROXIMATE PERCOLATION TEST
BORING LOGS SHEETS B102 & B103
BORING LOCATION AND NUMBER. SEE
APPROXIMATE HOLLOW STEM AUGER
PROPERTY LINE
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
NN
0' 30' 60'
SCALE: HORIZ. 1"=30'
BP-3
BP-1
BP-2
BH-1
BH-2
BH-3
BH-4
BH-5
BH-6
BH-7
BH-8
BH-9
BH-10
B-101
BASIN
MICRO-DETENTION
PROPERTY LINE
LEACH FIELDS
SEPTIC TANK
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
PROPANE TANK
500 GAL
BUILDING
ADMINISTRATION
WAREHOUSE
B A
S E B
ID
IM
P R
O V
E M
E N
T S
S
IT
E I
N V
E S
T
IG
A T
IO
N P
L A
N
95% SUBMITTAL
EX
W
EX
W
EX
SS
EX
SS
8"W
8" W
X
W
EX S
S
M
BH-1 BH-2
BH-3
BH-3 BH-4 BH-5
B-102
(1 O
F
G E
O T
E C
H N
IC
A L B
O R
IN
G L
O G
S
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
S
U B
M
IT
T A number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
B -1
L
O G .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
BH-6 BH-7
BH-8
BH-9 BP-1 BP-2
(2 O
F
G E
O T
E C
H N
IC
A L B
O R
IN
G L
O G
S
B-103
S
U B
M
IT
T
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16 number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
B -1
L
O G .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
BP-3
B-104
(3 O
F
G E
O T
E C
H N
IC
A L B
O R
IN
G L
O G
S
95% SUBMITTAL
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16 number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
B -1
L
O G .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
F
S
2 •"W
W
2" W
2" W
W
2"W
S S
4"SS
S S
4"
SS
S
S
1-1 /4
"G
3/ 4"
G
O
H ELEC
E C
OH
ELEC
OH ELEC
OH ELEC
O
H ELEC
E
C
E C
E C
E C
OH ELEC
O
H ELEC
AC AC
AC
AC
AC
AC
AC
WTR BOX
SSMH
SSCO
SSCO
SSCO
SSCO
SSCO
WTR BOX
AC
WATER
PREVENTER
FLOW
BACK
PROPANE TANK
SSCO
SSCO
WATER VAULT
IRRIGATION
18" CMP
AC
AC
AC
POWER POLE
AC
AC
AC
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
9" EVERGREEN
12"-10" SHADE
12" EVERGREEN
17" EVERGREEN
21" EVERGREEN
16" EVERGREEN
9" EVERGREEN
20" EVERGREEN
9" EVERGREEN
15" EVERGREEN
10" EVERGREEN
12" EVERGREEN
20" EVERGREEN
12" SHADE17' EVERGREEN
17" SHADE
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
16" SHADE
15" EVERGREEN
11" EVERGREEN
9" EVERGREEN
7"-8" EVERGREEN
15" EVERGREEN
18" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
EVERGREEN
18" EVERGREEN
12" SHADE
7" SHADE
15" EVERGREEN
17" EVERGREEN
24" EVERGREEN
22" EVERGREEN
24" EVERGREEN
22" EVERGREEN
16" EVERGREEN
24" EVERGREEN
16" EVERGREEN
24" EVERGREEN
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
21" EVERGREEN
24" EVERGREEN
14" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
15" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
16" SHADE
15" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
15" SHADE
12" SHADE
AND ALUMINUM CAP
#21 5/8 REBAR
AND SHINER
#23 MAG NAIL
AND SHINER
#27 MAG NAIL
#26 6" SPIKE
#24 6" SPIKE
9' EVERGREEN
17" EVERGREEN
24" EVERGREEN
24" EVERGREEN
8"-10"-12"X2 EVERGREEN
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
6"X2-7" EVERGREEN
9" EVERGREEN
18" EVERGREEN
14" EVERGREEN
16" EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
4' WOOD
4' WIRE6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
ELEC PANEL
18" CMP
20" CMP
PROPANE TANK
EXISTING
KERNVILLE ROAD
D R
IV
E
V A
L L E
Y V
IE
W
D R
IV
E S
IE
R R
A
LEGEND
REFER TO ARCHITECTURAL PLANS2.
REFER TO LANDSCAPE PLANS FOR DETAILS1.
NOTES:
RETAINING
PLANS)
BOULDERS (SEE LANDSCAPE
CONCRETE WALKWAY
AREA
AGGREGATE SURFACING PARKING
EARTHEN SWALE
NEW 6' TALL PRIVACY FENCE
EXISTING TIMBER FENCE
TOP OF SLOPE (2:1 TYPICAL)
PROPERTY LINE
X
X
X
X number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
K S
P
B A
S E B
ID
.d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
NN
C-101
PROPERTY LINE
PARKING STALL
VAN ACCESSIBLE
PARKING
OVERFLOW
PARKING
VISITORS
PROPERTY LINE
AREA
EXISTING PAVEMENT
:1
:1
PROPERTY LINE
PROPERTY LINE
:1
PARKING
EMPLOYEE
WAREHOUSE
BUILDING
ADMINISTRATION
35'
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
PROPANE TANK
500 GAL
OF CONNECTION
WATER SYSTEM POINT
SEPTIC TANK
LEACH FIELDS
EXISTING ROADWAY
22'±
BASIN
MICRO-DETENTION
PARKING STALLS
9'X20' STANDARD
0' 30'15'
60'
SCALE: HORIZ. 1"=30'
SEE NOTE 1
SEE NOTE 1
OF CONNECTION
WATER SYSTEM POINT
OF CONNECTION
WATER SYSTEM POINT
OF CONNECTION
WATER SYSTEM POINT
AREA (2 STALLS)
TRUCK WASHOUT
PARKING STALL
VAN ACCESSIBLE
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
95% SUBMITTAL
B A
S E B
ID
I
M P
R O
V E
M E
N T S
S
IT
E P
L A
N
C504
HANDRAIL
12-6" STEPS WITH
HANDRIALS
5-6" STEPS WITH
PATH OF TRAVEL
ACCESSIBLE
PATH OF TRAVEL
ACCESSIBLE
NOTE 1
FENCE SEE
NOTE 1
FENCE SEE
SEE NOTE 1
SEE NOTE 2
SEE NOTE 1
ENTRY SIGN
(N.I.C.)
FROM LAKE ISABELLA RANGER STATION
RELOCATED STORAGE BUILDING
APPROXIMATE LOCATION OF 3,000'±
(N.I.C.).
NOT SHOWN AT THIS TIME
MODIFICATIONS REQUIRED AND
SITE GRADING AND PAVEMENT
FENCE SEE DETAIL
PLACE POST AND CABLE
C509
DETAIL
SEE ENLARGEMENT PLAN
WITH HANDRAILS
ACCESSIBLE RAMP
C509
DETAIL
SEE ENLARGEMENT PLAN
PATH OF TRAVEL
ACCESSIBLE
DETAIL
ROLLING GATE SEE
C509
PER DETAIL
W/5' TALL SCREEN WALL
TRASH ENCLOSURE
C502
EX
W
EX
W
EX
SS
EX
SS
8"W
8" W
S
F
S
2 •"W
W
2" W
2" W
W
2"W
S S
4"SS
S S
4"
SS
S
S
1-1 /4
"G
3/ 4"
G
O
H ELEC
E C
OH
ELEC
OH ELEC
OH ELEC
O
H ELEC
E
C
E C
E C
E C
OH ELEC
O
H ELEC
AC AC
AC
AC
AC
AC
AC
WTR BOX
SSMH
SSCO
SSCO
SSCO
SSCO
SSCO
WTR BOX
AC
WATER
PREVENTER
FLOW
BACK
PROPANE TANK
SSCO
SSCO
WATER VAULT
IRRIGATION
18" CMP
AC
AC
AC
POWER POLE
AC
AC
AC
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
9" EVERGREEN
12"-10" SHADE
12" EVERGREEN
17" EVERGREEN
21" EVERGREEN
16" EVERGREEN
9" EVERGREEN
20" EVERGREEN
9" EVERGREEN
15" EVERGREEN
10" EVERGREEN
12" EVERGREEN
20" EVERGREEN
12" SHADE17' EVERGREEN
17" SHADE
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
16" SHADE
15" EVERGREEN
11" EVERGREEN
9" EVERGREEN
7"-8" EVERGREEN
15" EVERGREEN
18" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
EVERGREEN
18" EVERGREEN
12" SHADE
7" SHADE
15" EVERGREEN
17" EVERGREEN
24" EVERGREEN
22" EVERGREEN
24" EVERGREEN
22" EVERGREEN
16" EVERGREEN
24" EVERGREEN
16" EVERGREEN
24" EVERGREEN
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
21" EVERGREEN
24" EVERGREEN
14" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
15" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
16" SHADE
15" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
15" SHADE
12" SHADE
AND ALUMINUM CAP
#21 5/8 REBAR
AND SHINER
#23 MAG NAIL
AND SHINER
#27 MAG NAIL
#26 6" SPIKE
#24 6" SPIKE
9' EVERGREEN
17" EVERGREEN
24" EVERGREEN
24" EVERGREEN
8"-10"-12"X2 EVERGREEN
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
6"X2-7" EVERGREEN
9" EVERGREEN
18" EVERGREEN
14" EVERGREEN
16" EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
4' WOOD
4' WIRE6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
ELEC PANEL
18" CMP
20" CMP
PROPANE TANK
EXISTING
KERNVILLE ROAD
D R
IV
E
V A
L L E
Y V
IE
W
D R
IV
E S
IE
R R
A
LEGEND
REFER TO ARCHITECTURAL PLANS2.
REFER TO LANDSCAPE PLANS FOR DETAILS1.
NOTES:
RETAINING
PLANS)
BOULDERS (SEE LANDSCAPE
CONCRETE WALKWAY
AREA
AGGREGATE SURFACING PARKING
EARTHEN SWALE
NEW 6' TALL PRIVACY FENCE
EXISTING TIMBER FENCE
TOP OF SLOPE (2:1 TYPICAL)
PROPERTY LINE
X
X
X
X number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
A
K S
P
B A
S E B
ID
P
L U
S A
D D .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
C-101A
PROPERTY LINE
PARKING STALL
VAN ACCESSIBLE
PARKING
OVERFLOW
PARKING
VISITORS
PROPERTY LINE
AREA
EXISTING PAVEMENT
:1
:1
PROPERTY LINE
PROPERTY LINE
:1
PARKING
EMPLOYEE
WAREHOUSE
BUILDING
ADMINISTRATION
35'
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
PROPANE TANK
500 GAL
OF CONNECTION
WATER SYSTEM POINT
SEPTIC TANK
LEACH FIELDS
EXISTING ROADWAY
22'±
BASIN
MICRO-DETENTION
PARKING STALLS
9'X20' STANDARD
0' 30'15'
60'
SCALE: HORIZ. 1"=30'
SEE NOTE 1
SEE NOTE 1
OF CONNECTION
WATER SYSTEM POINT
OF CONNECTION
WATER SYSTEM POINT
OF CONNECTION
WATER SYSTEM POINT
AREA (2 STALLS)
TRUCK WASHOUT
PARKING STALL
VAN ACCESSIBLE
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
95% SUBMITTAL
HANDRAIL
12-6" STEPS WITH
HANDRIALS
5-6" STEPS WITH
PATH OF TRAVEL
ACCESSIBLE
PATH OF TRAVEL
ACCESSIBLE
NOTE 1
FENCE SEE
NOTE 1
FENCE SEE
SEE NOTE 1
SEE NOTE 2
A D
D
IT
IV
E B
ID
I
M P
R O
V E
M E
N T S
B A
S E B
ID
P
L U
S
S
IT
E P
L A
N
TIMBER STEPS
11-8" OVERLAPPING
PARKING AREA
BID ADDITIVE 1
SEE NOTE 1
ENTRY SIGN
(N.I.C.).
FROM LAKE ISABELLA RANGER STATION
RELOCATED STORAGE BUILDING
APPROXIMATE LOCATION OF 3,000'±
(N.I.C.).
NOT SHOWN AT THIS TIME
MODIFICATIONS REQUIRED AND
SITE GRADING AND PAVEMENT
FENCE SEE DETAIL
PLACE POST AND CABLE
C504
C509
DETAIL
SEE ENLARGEMENT PLAN
PATH OF TRAVEL
ACCESSIBLE
DETAIL
SEE ENLARGEMENT PLAN
WITH HANDRAILS
ACCESSIBLE RAMP
C509
PER DETAIL
ROLLING GATE
C509
PER DETAIL
W/5' TALL SCREEN WALL
TRASH ENCLOSURE
C502
EX
W
EX
W
EX
SS
EX
SS
8"W
8" W
S
KERNVILLE ROAD
WTR BOX
SSCO
0'
95% SUBMITTAL
SCALE:
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
20' 40'10'
HORIZ. 1"=20'
C-102
B A
S E B
ID
I
M P
R O
V E
M E
N T S
D
IM
E N
S
IO
N E
D L
A Y
O U
T P
L A
N
41.
10'R
4.3 2'
5'R
5'
5'
4.3 2'
5'R
' 23
.04
.54
10' R
R
.3
35'
.7
R
.4
.2
1'
.0
.5
.2
R
.5
R
14.55'R
8'R
R
R
.0
.8
R
.8
.4
.5
R
.5
14.37'
.5
R
.9
13.87'
R
3'R
29.91'
15'
R
3'R
5.49'
15.43'
.69
.5
9'
.9
8.
.0
.5
R
.3
13.16'
.0
5.84'
R
7' R
7' R
R
5' R
1.
1'
15'
20.71'
24'
5'R
58.39'
54.5'
R
6' R
R
10'R
.4
1'
.5
5' R
R
.6
1.7
12' R
18.
11'
.6
R
18.
.9
1'
.0
.3
22.28'
.1'
R
R
R
19.35'
85.65'
.1'
'64
.22
32.34'
32.34'
6.0 4'
.3
20'R
5'
.9
.41
29'R
41.
R
.8
.1
.2
.4
R
18.02'
4'
11'
9'
.65
PROPERTY LINE
PROPERTY LINE
SEE NOTE 2
SEE NOTE 1
BUILDING
ADMINISTRATION
WAREHOUSE
SEE NOTE 1
SEE NOTE 1
SEE NOTE 2
SURFACING
AGGREGATE
.9
.2
.6
.6
1'
41.
.9
PADS EQUALLY SPACED
3-5'X5' CONCRETE STEP
X
X
X
X number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
K L
A Y
B A
S E B
ID
.d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
IMPROVEMENTS.
SEE SHEETS C201 FOR KERNVILLE ROAD2.
FEATURES NOT CALLED OUT FOR CLARITY.
ARCHITECTURAL AND LANDSCAPE1.
NOTE:
RETAINING WALL
CONCRETE WALKWAY/DRIVEWAY
PROPERTY LINE
WTR BOX
SSCO
0'
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
95% SUBMITTAL
SCALE:
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
20' 40'10'
HORIZ. 1"=20'
C-102A
B A
S E B
ID
P
L U
S A
D D
IT
IV
E
IM
P R
O V
E M
E N
T S
D
IM
E N
S
IO
N E
D L
A Y
O U
T P
L A
N
41.
10'R
4.3 2'
5'R
5'
5'
4.3 2'
5'R
' 23
.04
.54
10' R
R
.3
35'
.7
R
.4
.2
1'
.0
.5
.2
R
.5
R
14.55'R
8'R
R
R
.0
.8
R
.8
.4
.5
R
.5
14.37'
.5
R
.9
13.87'
R
3'R
29.91'
15'
R
3'R
5.49'
15.43'
.69
.5
9'
.9
8.
.0
.5
R
.3
13.16'
.0
5.84'
R
7' R
7' R
R
5' R
1.
1'
15'
20.71'
24'
5'R
58.39'
54.5'
R
6' R
R
10'R
1.7
12' R
18.
11'
.6
R
18.
.9
1'
.0
.3
22.28'
.1'
R
R
R
19.35'
85.65'
.1'
'64
.22
32.34'
32.34'
6.0 4'
.3
20'R
5'
.9
.41
29'R
41.
R
.7
.8
.1
.2
.4
R
.3
.4
1'
.2
.4
.6
1'
5'R
R
3'R
R
.0
.0
18.02'
.1'
1.7
.56
.8
1'
4'
11'
9'
PROPERTY LINE
PROPERTY LINE
SEE NOTE 2
SEE NOTE 1
BUILDING
ADMINISTRATION
WAREHOUSE
SEE NOTE 1
SEE NOTE 1
SEE NOTE 2
SURFACING
AGGREGATE
.2
.6
.9
1'
1.
1.
41.
.9
PADS EQUALLY SPACED
3-5'X5' CONCRETE STEP
X
X
X
X number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
A
K L
A Y
B A
S E B
ID
P
L U
S A
D D
.d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
IMPROVEMENTS.
SEE SHEETS C201 FOR KERNVILLE ROAD2.
FEATURES NOT CALLED OUT FOR CLARITY.
ARCHITECTURAL AND LANDSCAPE1.
NOTE:
RETAINING WALL
CONCRETE WALKWAY/DRIVEWAY
PROPERTY LINE
DIRT AND GRAVEL
AC
WTR BOX
SSMH
ANCHOR
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
16" SHADE
#26 6" SPIKE
6' CHAINLINK
6' CHAINLINK
2"W
KERNVILLE ROAD
DIRT
DIRT
WTR BOX
(BIKE LANE)
SIGN
AC
AC
0 2
POWER POLE
ANCHOR
ANCHOR
POWER POLE
ANCHOR
POWER POLE
POWER POLE
ANCHOR
POWER POLE
POLE
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
AND SHINER
#28 MAG NAIL
4' WOOD
6' CHAINLINK
6' CHAINLINK
OH ELEC
O
H ELEC
E
C
F
S
2 •"W
W
2"W
3/ 4"
G
R
E
CYC
L
E
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
Exp. 3-31-160'
20' 40'10'
HORIZ. 1"=20'
M A T C
IN
E
S E E
S
H E E T
C
TH
IS
S H E E T
S E E
C
O N
TIN
U A
TIO
NOUTFALL CONTINUATION
STORM DRAIN C-103
95% SUBMITTAL
B A
S E B
ID
I
M P
R O
V E
M E
N T S
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N O
F number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
K G
D
B A
S E B
ID
.d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
CONSULTANTS, INC DATED JUNE 15, 2015.
INVESTIGATION REPORT PREPARED BY GENTERRA
SLABS-ON-GRADE AND PAVING. PER GEOTECHNICAL
NON-EXPANSIVE MATERIALS UNDERNEATH CONCRETE
PROPERLY COMPACTED FILL CONSISTING OF RELATIVELY
PLACEMENT OF AT LEAST A TWO FOOT DEPTH OF
AND BOULDERS IN THE UPPER FOUR FEET AND
TO REMOVE TOP SOIL, NATURAL SOILS, COBBLES
CONTRACTOR TO PERFORM REMEDIAL GRADING 2.
ADD 2600' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
RETAINING WALL
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
CONCRETE WALKWAY
GRATED PIPE INLET
STORM DRAIN MANHOLE
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
(SEE LANDSCAPE PLANS)
NEW 6' TALL PRIVACY FENCE
EXISTING TIMBER FENCE
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
C505
C505
C504
C502
C502
8,9
"S
D
"S
D
69.55'±
EX. FENCE
FG=67.5
FG=69.25
FG=65.5
RIM=67.0
FG=67.1
POINT
OVERLAND RELEASE
PROFILE ON SHEET C-203
SEE STORM DRAIN 'C'
PROPERTY LINE
BASIN
MICRO-DETENTION
(N.I.C.)
FROM LAKE ISABELLA RANGER STATION.
RELOCATED STORAGE BUILDING
APPROXIMATE LOCATION OF 3,000'±
AREA
EXISTING PAVEMENT
(N.I.C.)
NOT SHOWN AT THIS TIME.
MODIFICATIONS REQUIRED AND
SITE GRADING AND PAVEMENT
RIM=67.4±
48" SDMH
"S
D
"S
D
S
D
6"SD
S
D
85.10'
84.70'
GFL
84.67'
GFL
83.38'
GFL
82.99'
GFL
81.26'
EP
84.70'
GFL
83.7'±
GFL
83.58'
EP
84.06'
EP
82.54'
EP
83.66'
EP
83.97'
0.5
4.8
.3
.9
.0
2.5
1.5
GFL
81.75'
GFL
82.23'
82.43'
81.55'
80.18'
79.30'
5.0
5.0
.0
79.53'
79.05'
72.86'±
EX. FENCE
73.83'±
EX. FENCE
74.17'±
EX. FENCE
74.80'±
EX. FENCE
74.11'±
EX. FENCE
=73.7'±
EX. FL
FL=73.2
FL=72.2
FL=71.3
FL=70.9
EP
70.38'
FL=70.4
73.07'±
EX. FENCE
69.55'±
EX. FENCE
72.15'±
EX. FENCE
72.80'±
EX. FENCE
69.91'±
EX. EP
68.54'±
EX. EP
67.95'±
EX. EP
FG=67.5
FG=67.50
FG=69.25
FG=66.2
FG=65.5
RIM=67.0
FG=68.9
FG=65.8
FG=68.9
FG=69.6
EP
74.33'
.0
EP
73.14'
.0
EP
78.73'
EP
77.09'
EP
78.35'
EP
79.26'
EP
79.52'
3.2%
EP
76.44'
.5
GFL
74.22'
EP
73.6'±
EP
71.7'±
FF=85.10
ADMINISTRATIVE BUILDING
4.8
ELEV TO 78.8'
RAISE TREE GROUND
FL=83.0
FL=83.9
FL=83.5
INV=
GRATE=82.0
.0
FL=71.6
TC
84.89'
GB
TC
84.89'2 .0
4.9%
TC
83.99'
TC
84.07'
TC
84.55'
.0
TC
84.19'
1.2 9%
GB
GFL
86.07'
GFL
87.77'
.0
.0
.2
3.2%
1.7
.2
84.56'
AND PROFILE SHEET C205
WALL 'A' SEE PLAN
PER DETAIL
DRIVEWAY APPROACH
C501
C501
TYP. PER DETAIL
WHEELCHAIR RAMP
C501
PER DETAIL
STANDARD SIDEWALK
C501
PER DETAIL
AND GUTTER
STANDARD CURB
PER DETAIL
CONCRETE WALKWAY
C502
PER DETAIL
VERTICAL CURB
C501
PROFILE ON SHEET C-202
SEE STORM DRAIN 'A'
SHEET C-202
PROFILE ON
DRAIN 'B'
SEE STORM
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
35'
PARKING STALL
VAN ACCESSIBLE
C -5
C -5
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
PROPERTY LINE
BASIN
MICRO-DETENTION
POLE TO REMAIN
EXISTING POWER
C -5
SURFACING
AGGREGATE
RIM=67.4±
48" SDMH
TO BACK OF WALK
HYDRANT RELOCATE
EXISTING FIRE
PER DETAIL
AND GUTTER
STANDARD CURB
C501
GFL
70.85'
GFL
70.65'
C502
DETAIL
WITH HANDRAILS PER
5-6" CONCRETE STEPS
C502
PER DETAIL
STEPS WITH HANDRAILS
12-6" CONCRETE
C509
78.56'
85.00'
POLE TO REMAIN
EXISTING POWER
C509
DETAIL
SEE ENLARGEMENT PLAN
PATH OF TRAVEL
ACCESSIBLE
PLAN DETAIL
SEE ENLARGEMENT
WITH HANDRAILS
ACCESSIBLE RAMP
86 87
12"SD
S
8"W
DIRT
DIRT
WTR BOX
(BIKE LANE)
SIGN
AC
AC
0 2
POWER POLE
ANCHOR
ANCHOR
POWER POLE
ANCHOR
POWER POLE
POWER POLE
ANCHOR
POWER POLE
POLE
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
AND SHINER
#28 MAG NAIL
4' WOOD
6' CHAINLINK
6' CHAINLINK
OH ELEC
O
H ELEC
E
C
F
S
2 •"W
W
2"W
3/ 4"
G
DIRT AND GRAVEL
AC
WTR BOX
SSMH
ANCHOR
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
16" SHADE
#26 6" SPIKE
6' CHAINLINK
6' CHAINLINK
2"W
R
E
CYC
L
E
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
Exp. 3-31-160'
20' 40'10'
HORIZ. 1"=20'
M A T
E
S E E
S
H E E T
C
TH
IS
S H E E T
S E E
C
O N
TIN
U A
TIO
NOUTFALL CONTINUATION
STORM DRAIN C-103A95% SUBMITTAL
A D
D
IT
IV
E B
ID
I
M P
R O
V E
M E
N T S
B A
S E B
ID
A
N D
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N O
F
"S
D
"S
D
S
D
6"SD
S
D
85.10'
84.70'
GFL
84.67'
GFL
83.38'
GFL
82.99'
GFL
81.26'
EP
84.70'
GFL
83.7'±
GFL
83.58'
EP
84.06'
EP
82.54'
EP
83.66'
EP
83.97'
0.5
4.8
.3
.9
.0
2.5
1.5
GFL
81.75'
GFL
82.23'
82.43'
81.55'
80.18'
79.30'
5.0
5.0
.0
79.53'
79.05'
72.86'±
EX. FENCE
73.83'±
EX. FENCE
74.17'±
EX. FENCE
74.80'±
EX. FENCE
74.11'±
EX. FENCE
=73.7'±
EX. FL
FL=73.2
FL=72.2
FG=83.1
FL=71.3
ELEV TO 75.3'
RAISE TREE
EP
74.8'
EP
73.9'
FL=70.9
EP
73.8'
EP
70.38'
FL=70.4
73.07'±
EX. FENCE
69.55'±
EX. FENCE
72.15'±
EX. FENCE
72.80'±
EX. FENCE
69.91'±
EX. EP
68.54'±
EX. EP
67.95'±
EX. EP
FG=67.5
FG=67.50
FG=69.25
FG=66.2
FG=65.5
RIM=67.0
FG=68.9
FG=65.8
FG=68.9
FG=69.6
EP
74.33'
.8
.0
EP
73.14'
.0
EP
78.73'
EP
77.09'
EP
78.35'
EP
79.26'
EP
79.52'
3.2%
EP
76.44'
.5
GFL
74.22'
EP
73.6'±
EP
71.7'±
FF=85.10
ADMINISTRATIVE BUILDING
4.8
ELEV TO 78.8'
RAISE TREE GROUND
FL=83.0
FL=83.9
FL=83.5
INV=
GRATE=82.0
.0
.1%
FL=71.6 EP
76.12
EP
77.10'
77.05
PER DETAIL
TIMBER STEPS
11-8" OVERLAPPING
TC
84.89'
GB
TC
84.89'2 .0
4.9%
TC
83.99'
TC
84.07'
TC
84.55'
.0
TC
84.19'
1.2 9%
GB
WALL LIMITS
RETAINING FOUNDATION
FG=83.1
FG=84.60
FG=84.60
FG=83.1
GFL
86.07'
GFL
87.77'
.0
.0
3:1
:1
.2
3.2%
1.7
.2
84.56'
AND PROFILE SHEET C205
WALL 'B' SEE PLAN
AND PROFILE SHEET C205
WALL 'A' SEE PLAN
PER DETAIL
DRIVEWAY APPROACH
C501
C501
TYP. PER DETAIL
WHEELCHAIR RAMP
C501
PER DETAIL
STANDARD SIDEWALK
C501
PER DETAIL
AND GUTTER
STANDARD CURB
PER DETAIL
CONCRETE WALKWAY
C502
PER DETAIL
VERTICAL CURB
C501
PER DETAIL
VERTICAL CURB
C501
PROFILE ON SHEET C-202
SEE STORM DRAIN 'A'
SHEET C-202
PROFILE ON
DRAIN 'B'
SEE STORM
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
35'
PARKING STALL
VAN ACCESSIBLE
C -5
C -5
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
5C -5
C -5
PROPERTY LINE
BASIN
MICRO-DETENTION
POLE TO REMAIN
EXISTING POWER
C -5
SURFACING
AGGREGATE
FL=81.0
FL=78.8
RIM=67.4±
48" SDMH
TO BACK OF WALK
HYDRANT RELOCATE
EXISTING FIRE
PER DETAIL
AND GUTTER
STANDARD CURB
C501
GFL
70.85'
GFL
70.65'
C504
C502
DETAIL
WITH HANDRAILS PER
5-6" CONCRETE STEPS
C502
PER DETAIL
STEPS WITH HANDRAILS
12-6" CONCRETE
C509
78.56'
85.00'
POLE TO REMAIN
EXISTING POWER
C509
DETAIL
SEE ENLARGEMENT PLAN
PATH OF TRAVEL
ACCESSIBLE
PLAN DETAIL
SEE ENLARGEMENT
WITH HANDRAILS
ACCESSIBLE RAMP
number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
A
K G
D B
A S
E B
ID
P
L U
S A
D D .d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
CONSULTANTS, INC DATED JUNE 15, 2015.
INVESTIGATION REPORT PREPARED BY GENTERRA
SLABS-ON-GRADE AND PAVING. PER GEOTECHNICAL
NON-EXPANSIVE MATERIALS UNDERNEATH CONCRETE
PROPERLY COMPACTED FILL CONSISTING OF RELATIVELY
PLACEMENT OF AT LEAST A TWO FOOT DEPTH OF
AND BOULDERS IN THE UPPER FOUR FEET AND
TO REMOVE TOP SOIL, NATURAL SOILS, COBBLES
CONTRACTOR TO PERFORM REMEDIAL GRADING 2.
ADD 2600' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
RETAINING WALL
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
CONCRETE WALKWAY
GRATED PIPE INLET
STORM DRAIN MANHOLE
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
(SEE LANDSCAPE PLANS)
NEW 6' TALL PRIVACY FENCE
EXISTING TIMBER FENCE
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
C505
C505
C504
C502
C502
8,9
"S
D
"S
D
69.55'±
EX. FENCE
FG=67.5
FG=69.25
FG=65.5
RIM=67.0
FG=67.1
POINT
OVERLAND RELEASE
PROFILE ON SHEET C-203
SEE STORM DRAIN 'C'
PROPERTY LINE
BASIN
MICRO-DETENTION
(N.I.C.)
FROM LAKE ISABELLA RANGER STATION.
RELOCATED STORAGE BUILDING
APPROXIMATE LOCATION OF 3,000'±
AREA
EXISTING PAVEMENT
(N.I.C.)
NOT SHOWN AT THIS TIME.
MODIFICATIONS REQUIRED AND
SITE GRADING AND PAVEMENT
RIM=67.4±
48" SDMH
8"W
12"SD
S
DIRT AND GRASS
AC
AC
SSCO
WATER
VALVE
WATER
WATER
PREVENTER
FLOW
BACK
END)
LANE
(BIKE
SIGN
SCHOOL)
(25 MPH
SIGN
SSCO
SSCO
PROPANE TANK
(RIGHT TURN)
SIGN
(STREET)
SIGN
WATER VAULT
IRRIGATION
8" STEEL
WATER
18" CMP
18" CMP
AC
AC
DIRT AND GRASS
AC
268026
POWER POLE
ROCK WALL
POWER POLE
FLAG POLE
BBQ PIT
TOWER
BOLLARD
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
ANCHOR
ANCHOR
POWER POLE
ANCHOR
POWER POLE
8" SHADE
12"X2 SHADE
24" EVERGREEN
9" EVERGREEN
12"-10" SHADE
12" EVERGREEN
17" EVERGREEN
21" EVERGREEN
16" EVERGREEN
9" EVERGREEN
20" EVERGREEN
9" EVERGREEN
15" EVERGREEN
10" EVERGREEN
12" EVERGREEN
20" EVERGREEN
12" SHADE17' EVERGREEN
17" SHADE
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
15" SHADE
18" SHADE
16" SHADE
19" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
7"-6" SHADE
15" SHADE
14" SHADE
10" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
12" EVERGREEN
12" EVERGREEN
8" SHADE
9' EVERGREEN
17" EVERGREEN
24" EVERGREEN
24" EVERGREEN
8"-10"-12"X2 EVERGREEN
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
E C
OH
ELEC
OH ELEC
E C
OH ELEC
2 2
0 2
8 2
4 2
7 2
9 2
7 2
2" W
2" W
W
1-1 /4
"G
X
X
X
X
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-160'
NN
SCALE:
20' 40'10'
HORIZ. 1"=20'
M A T
E
S E E
S
H E E T
C
C-104
NO ADDITIVE BID ITEM SCOPE WITHIN SITE AREA SHOWN ON THIS DRAWING
NOTE:
95% SUBMITTAL
B A
S E B
ID
I
M P
R O
V E
M E
N T S
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N O
F
6"SD
S
D
GFL
96.8'±
EP
94.75'±
92.97'
EP
91.58'±
91.90'
93.00'
EP
80.95'
EP
81.30'
GFL
78.05'
GFL
76.60'
GFL
79.00'
EP
78.70'
.5
2.1
R
EP
82.0'
EP
82.0'
EP
80.40'
EP
80.88'
(E) EP
81.18'±
(E) EP
81.79'±
EP
73.6'±
(E) EP
78.2'±
5.0
7.5
EP
91.01'±
.4
4.7
EP
88.51'±
4.8
FF=93.00
WAREHOUSE
89.30
.8
ELEV TO 81.15'
RAISE TREE GROUND
FL=90.7
FL=83.0
FL=83.9
FL=83.5
FF=87.61
1.7
.5
1.7
.2
FL=79.0
FL=78.3
77.3
GRATE=
C501
C501
PER DETAIL
STANDARD SIDEWALK
C501
PER DETAIL
AND GUTTER
STANDARD CURB
PER DETAIL
WHEELCHAIR RAMP
C502
6GUTTER PER DETAIL
STANDARD VALLEY
C502
PER DETAIL
CONCRETE WALKWAY
C501
PER DETAIL
VERTICAL CURB
PROPERTY LINE
POLE TO REMAIN
EXISTING POWER
AREA
EXISTING PAVEMENT
NEW AC PAVEMENT
PARKING STALL
VAN ACCESSIBLE
AREA
EXISTING PAVEMENT
NEW AC PAVEMENT
:1
C502
C502
PER DETAIL
AND GUTTER
STANDARD CURB
C501
PER DETAIL
ROLLING GATE
C509
88 8 number reference
Sheet
A D
M
IN
IS
T R
A T
IV
E B
U
IL
D
IN
G A
N D W
A R
E H
O U
S E R
E L
O C
A T
IO
N
K E
R N R
IV
E R R
A N
G E
R D
IS
T R
IC
T
U S
D A F
O R
E S
T S
E R
V
IC
E
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
A p p ro v e d
S y m b o l
D e s c ri p ti o n
D a te
F
IL
E N
U M
B E
R
S P
E C
N O
P R
O J E
C T N
O
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
J A
N U
A R
Y
P
J C
S
K E -0
-0
J C
S
S
IZ
E
X
F
IL
E N
A M
E
O J P
W N
O
O J P
W N
O
C -1
K G
D B
A S
E B
ID
.d g n
1 2 3 4 5 6
A
B
C
D
E
Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S A
C R
A M
E N
T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
E N
T O
C A
CONSULTANTS, INC DATED JUNE 15, 2015.
INVESTIGATION REPORT PREPARED BY GENTERRA
SLABS-ON-GRADE AND PAVING. PER GEOTECHNICAL
NON-EXPANSIVE MATERIALS UNDERNEATH CONCRETE
PROPERLY COMPACTED FILL CONSISTING OF RELATIVELY
PLACEMENT OF AT LEAST A TWO FOOT DEPTH OF
AND BOULDERS IN THE UPPER FOUR FEET AND
TO REMOVE TOP SOIL, NATURAL SOILS, COBBLES
CONTRACTOR TO PERFORM REMEDIAL GRADING 2.
ADD 2600' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
RETAINING WALL
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
CONCRETE WALKWAY
GRATED PIPE INLET
STORM DRAIN MANHOLE
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
(SEE LANDSCAPE PLANS)
NEW 6' TALL PRIVACY FENCE
EXISTING TIMBER FENCE
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
C505
C505
C504
C502
C502
8,9
8" W
12"SD
DIRT
DIRT
DIRT
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRASS
DIRT AND GRASS
AC
AC
AC
AC
AC
WTR BOX
SSCO
SSCO
WTR BOX
AC
SCHOOL)
(25 MPH
SIGN
SSCO
SSCO
DIRT AND GRAVEL
(RIGHT TURN)
SIGN
(STREET)
SIGN
(BIKE LANE)
SIGN
IRRIGATION
AC
POWER POLE
DIRT AND GRASS
KERNVILLE ROAD
AC
268026
BOLLARD
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
BOLLARD
POWER POLE
ANCHOR
ANCHOR
POWER POLE
ANCHOR
POWER POLE
POWER POLE
ANCHOR
ANCHOR
POWER POLE
15" EVERGREEN
10" EVERGREEN
20" EVERGREEN
12" SHADE17' EVERGREEN
17" SHADE
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
15" EVERGREEN
11" EVERGREEN
9" EVERGREEN
7"-8" EVERGREEN
15" EVERGREEN
18" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
18" EVERGREEN
7" SHADE
16" EVERGREEN
24" EVERGREEN
16" EVERGREEN
24" EVERGREEN
11" SHADE
12" SHADE
15" SHADE
12" EVERGREEN
21" EVERGREEN
24" EVERGREEN
14" EVERGREEN
26" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
15" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
12" SHADE
9"X2 SHADE
8"X3 SHADE
22" EVERGREEN
15" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
15" SHADE
12" SHADE
AND SHINER
#23 MAG NAIL
AND SHINER
#27 MAG NAIL
AND SHINER
#28 MAG NAIL
#26 6" SPIKE
#24 6" SPIKE
24" EVERGREEN
24" EVERGREEN
8"-10"-12"X2 EVERGREEN
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
6"X2-7" EVERGREEN
9" EVERGREEN
18" EVERGREEN
14" EVERGREEN
16" EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
18" CMP
PROPANE TANK
EXISTING
"S
D
"S
D
"S
D
"S
D
S
D
6"SD
S
D
OH
ELEC
OH ELEC
O
H ELEC
E
C
E C
E C
E C
O
H ELEC
number reference
Sheet
A D
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IN
IS
T R
A T
IV
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G A
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Sacramento District of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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S A
C R
A M
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T R
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P S D
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IV
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S A
C R
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2 •"W
W
2" W
2" W
W
2"W
X
X
X
X
R
E
CYC
L
E
NN
0' 30'
SCALE 1"=30'
15' 60'
C-105
FOR CONTINUATION
SEE BLDG PLANS
FOR CONTINUATION
SEE BLDG PLANS
M
NO SCALE -
1WATER CONNECTION DETAIL
W
C506
SIZE PER PLAN
DOMESTIC WATER SERVICE
EX W
C506
F
S
PLACE 6" GV
TO BE PLACED BY CWSC
VALVES & HYDRANT
RESPONSIBILITY
BOUNDARY OF CWSC
SEE WATER CONNECTION DETAIL
POINT OF CONNECTION
ADMINISTRATION BUILDING
WAREHOUSE
No. 26388
CIVIL
J O
H
N
C.SCRO
G G
S
R E G
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
6" MIN.
NOTES:
O.D. + 12" MIN.
FINISH GRADE
UNDER PAVEMENT
IN EXIST. PAVEMENT
SAWCUT FULL DEPTH
REPAIR (REPLACE)
12" MIN.
NOT UNDER PAVEMENT
AC
CLASS II AB
SUBGRADE 95% COMPACTION
36" MIN
SEE NOTE 1
CAUTION TAPE
SEE NOTE 2
DETECTION WIRE
2.
NOT TO EXCEED 12" ABOVE TOP OF PIPE.
BURY DETECTION WIRE AT A DISTANCE
NO SCALE -
2WATER PIPE TRENCH
95% COMPACTION
& BACKFILL
INITIAL BEDDING
95% COMPACTION
BACKFILL
INTERMEDIATE
95% COMPACTION
BACKFILL
INTERMEDIATE
1.
ESTIMATED QUANTITY OF TRENCHING: 960'
SUBGRADE OF PAVEMENTS AND SLABS
BURY CAUTION TAPE 12" BELOW FG & 6" BELOW
"CAUTION - WATER LINE BURIED BELOW".
LOCATOR TAPE AT TOP OF SAND TO BE MARKED:
PLANS FOR CONTINUATION
CONNECTION. SEE LANDSCAPE
IRRIGATION POINT OF
95% SUBMITTAL
SEE DETAIL
PLACE 2" RP BACKFLOW PREVENTER
SEE DETAIL
BEHIND SIDEWALK
RELOCATE EX HYDRANT
C506
B A
S E B
ID
I
M P
R O
V E
M E
N T S
W A
T E
R S
Y S
T E
M P
L
N
SEE LANDSCAPE PLANS
IRRIGATION POINT OF CONNECTION.
EXISTING
CONNECT TO
EXISTING
CONNECT TO
SEE DETAIL
HOSE BIB
C506
INFORMATION FOR METER LARGER THAN 1 INCH"
- CALIFORNIA WATER SERVICE COMPANY "NEW CUSTOMER
- CALIFORNIA PLUMBING CODE, 2013
CRITERIA RELEVANT TO THE DESIGN:
BE PLACED BY CWSC
2" WATER METER TO
SEE DETAIL
PLACE 6" RPDA AND 4" FDC
DIRT
DIRT
DIRT
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRAVEL
DIRT AND GRASS
DIRT AND GRASS
AC
AC
AC
AC
AC
WTR BOX
WTR BOX
AC
SCHOOL)
(25 MPH
SIGN
DIRT AND GRAVEL
(RIGHT TURN)
SIGN
(STREET)
SIGN
(BIKE LANE)
SIGN
POWER POLE
DIRT AND GRASS
KERNVILLE ROAD
AC
268026
BOLLARD
9" EVERGREEN
10" EVERGREEN
15" EVERGREEN
15" EVERGREEN
BOLLARD
POWER POLE
ANCHOR
ANCHOR
POWER POLE
ANCHOR
POWER POLE
POWER POLE
ANCHOR
ANCHOR
POWER POLE
17' EVERGREEN
12" EVERGREEN
11" EVERGREEN
12" EVERGREEN
10" EVERGREEN
9" EVERGREEN
6" EVERGREEN
10" EVERGREEN
22" EVERGREEN
12" EVERGREEN
8" EVERGREEN
10" EVERGREEN
14" EVERGREEN
16" EVERGREEN
8" EVERGREEN
12" EVERGREEN
16" EVERGREEN
8" EVERGREEN
9" EVERGREEN
7" EVERGREEN
10" EVERGREEN
12" EVERGREEN
12' EVERGREEN
7" EVERGREEN
17" EVERGREEN
12" EVERGREEN
12" EVERGREEN
11" EVERGREEN
17" EVERGREEN
15" EVERGREEN
11" EVERGREEN
9" EVERGREEN
7"-8" EVERGREEN
15" EVERGREEN
18" EVERGREEN
14" EVERGREEN
17" EVERGREEN
18" EVERGREEN
12" EVERGREEN
8"-10" EVERGREEN
10" EVERGREEN
18' EVERGREEN
12" EVERGREEN
24" EVERGREEN
18" EVERGREEN
7" SHADE
16" EVERGREEN
24" EVERGREEN
16" EVERGREEN
24" EVERGREEN
12" EVERGREEN
21" EVERGREEN
24" EVERGREEN
14" EVERGREEN
10" SHADE
9"-8" SHADE
14" EVERGREEN
12" EVERGREEN
20" EVERGREEN
10" EVERGREEN
22" EVERGREEN
15" EVERGREEN
17" EVERGREEN
7"-6" SHADE
15" SHADE
14" SHADE
10" SHADE
23" EVERGREEN
8" EVERGREEN
15" SHADE
8"-10"-12" SHADE
10" SHADE
8" SHADE
12" SHADE
12" EVERGREEN
15" SHADE
12" SHADE
AND SHINER
#23 MAG NAIL
AND SHINER
#27 MAG NAIL
AND SHINER
#28 MAG NAIL
#26 6" SPIKE
#24 6" SPIKE
12" EVERGREEN
15" EVERGREEN
16" EVERGREEN
12"X2 EVERGREEN
6"X2-7" EVERGREEN
9" EVERGREEN
18" EVERGREEN
14" EVERGREEN
16" EVERGREEN
10" SHADE
19" EVERGREEN
9" EVERGREEN
14" EVERGREEN
10" EVERGREEN
12" EVERGREEN
GATE POST
GATE POST
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
6' CHAINLINK
4' WOOD
4' WOOD
6' CHAINLINK
6' CHAINLINK
6' CHAI
File details come from the government source that posted it. Updated .