Drawings_-_W91238-16-R-0022.pdf
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- Attached to
- USDA Forest Service Kern River Ranger District Engine Station Relocation Federal contract opportunity
- Solicitation number
- W91238-16-R-0022
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Drawings - W91238-16-R-0022
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W91238-16-R-0022_AMENDMENT_0004_Sheets.pdf | ||
| 2019_AMENDMENT_0004__SUMMARY.pdf | ||
| W91238-16-R-0022-0004.pdf | ||
| W91238-16-R-0022-0003.pdf | ||
| 2019_AMENDMENT_0003__SUMMARY.pdf | ||
| AMENDMENT_0003_DRAWINGS.pdf | ||
| W91238-16-R-0022-0002.pdf | ||
| Summary_of_Changes_to_the_Specs_and_Drawings_-W91238-16-R-0022-0001.pdf | ||
| Fire_Station_Site_Visit_Sign-in_Sheet.pdf | ||
| Revised_Specs_and_Drawings_-_W91238-16-R-0022-0001.pdf | ||
| W91238-16-R-0022-0001.pdf | ||
| A01.10_Geotechnical_Report_15_June_15.pdf | ||
| A01.10_Specifications_2019_2_Mar_16.pdf | ||
| Solicitation_-_W91238-16-R-0022.pdf |
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SHEET
IDENTIFICATION
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DISTRIBUTION STATEMENT A
Approved for public release; distribution is unlimited.
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KERN RIVER RANGER DISTRICT
ENGINE STATION RELOCATION
US Army Corps of Engineers ®
SHEET ID
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SHEET SCHEDULE
SHEET NO. SHEET TITLE
A-590 SEALANT DETAILS
A-601 EXTERIOR FINISH SCHEDULE
A-612 INTERIOR FINISH SCHEDULE
A-620 DOOR SCHEDULE
A-625 WINDOW & LOUVER SCHEDULE
A-640 SIGN SCHEDULE
A-701 AIR BARRIER PLAN
A-721 AIR BARRIER ELEVATIONS
ARCHITECTURE: 43
INTERIOR DESIGN
I-130 FURNITURE PLAN
I-401 FINISH PLAN
I-410 DAYROOM ELEVATION
I-580 MISCELLANEOUS DETAILS
INTERIOR DESIGN: 4
FIRE PROTECTION
F-101 LIFE SAFETY PLAN
FA001 FIRE ALARM SYSTEM RISER DIAGRAM
FA100 FIRE ALARM FLOOR PLAN
FX001 FIRE PROTECTION NOTES
FX101 FIRESTATION FIRE PROTECTION PLAN
FX501 FIRESTATION FIRE PROTECTION
DETAILS
FIRE PROTECTION: 6
PLUMBING
P-001 PLUMBING LEGEND, ABBREVIATIONS,
AND NOTES
P-101 FIRESTATION PLUMBING PLAN
P-102 FIRESTATION WASTE AND VENT PLAN
P-501 FIRESTATION PLUMBING DETAILS
P-502 FIRESTATION PLUMBING DETAILS
P-503 FIRESTATION PLUMBING DETAILS
P-601 FIRESTATION PLUMBING SCHEDULES
P-901 PLUMBING SUPPLY ISOMETRIC PLAN
P-902 WASTE AND VENT ISOMETRIC PLAN
PLUMBING: 9
MECHANICAL
M-001 HVAC LEGEND, ABBREVIATIONS, AND
NOTES
M-101 FIRESTATION HVAC PLAN
M-501 FIRESTATION HVAC DETAILS
M-502 FIRESTATION HVAC DETAILS
M-601 FIRESTATION HVAC SCHEDULES
MECHANICAL: 5
ELECTRICAL
ES101 FIRE STATION ELECTRICAL UTILITY
SERVICES SITE PLAN
ES102 ELECTRICAL UTILITY DETAILS
E-001 LEGEND AND ABBREVIATIONS
E-101 ELECTRICAL SITE PLAN
E-103 ANTENNA TOWER GROUNDING
E-110 POWER AND SIGNAL FLOOR PLAN
E-111 LIGHTING FLOOR PLAN
E-501 LIGHTING SCHEDULES & DETAILS
E-502 LIGHTING FIXTURE DETAILS
E-503 ELECTRICAL DETAILS
E-504 WIND TURBINE, TOWER & ANTENNA
DETAILS
E-505 ANTENNA TOWER ELEVATION
E-601 POWER ONE-LINE DIAGRAMS AND
PANEL SCHEDULE
E-602 COMMUNICATIONS AND ACCESS
CONTROL SYSTEM RISER DIAGRAM
ELECTRICAL: 14
Grand total: 172
SHEET SCHEDULE
SHEET NO. SHEET TITLE
L-436 MICRO DETENTION BASIN PLANTING
PLAN
L-437 MICRO DETENTION BASIN PLANTING
PLAN
L-438 MICRO DETENTION BASIN PLANTING
PLAN
L-511 LANDSCAPE CONSTRUCTION DETAILS
L-512 LANDSCAPE CONSTRUCTION DETAILS
L-513 LANDSCAPE CONSTRUCTION DETAILS
L-521 LANDSCAPE PLANTING DETAILS
L-531 LANDSCAPE SITE FURNISHING
DETAILS
L-532 LANDSCAPE SITE FURNISHING
DETAILS
L-541 LANDSCAPE IRRIGATION DETAILS
L-542 LANDSCAPE IRRIGATION DETAILS
L-543 LANDSCAPE IRRIGATION DETAILS
L-544 LANDSCAPE IRRIGATION DETAILS
LANDSCAPE: 34
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES AND
DESIGN LOADS
S-002 GENERAL STRUCTURAL NOTES AND
ABBREVIATIONS
S-101 FOUNDATION PLAN
S-102 ROOF FRAMING PLAN
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-301 BUILDING SECTIONS
S-401 MECHANICAL MEZZANINE FRAMING
PLAN
S-402 ENLARGED PLANS
S-501 TYPICAL CONCRETE DETAILS
S-502 TYPICAL DECK DETAILS AND
MISCELLANEOUS DETAILS
S-503 TYPICAL COLD-FORMED STEEL
DETAILS
S-504 TYPICAL COLD-FORMED STEEL
DETAILS
S-510 FOUNDATION DETAILS
S-511 ROOF FRAMING DETAILS
S-701 TRUSS DIAGRAMS
STRUCTURAL: 16
ARCHITECTURE
A-001 ARCHITECTURAL ABBREVIATIONS &
LEGEND
A-010 PROJECT WALL TYPES
A-101 FLOOR PLAN
A-102 DIMENSION PLAN
A-103 REFLECTED CEILING PLAN
A-104 ROOF PLAN
A-105 MEZZANINE FLOOR PLAN
A-201 NORTH AND SOUTH ELEVATIONS
A-202 EAST AND WEST ELEVATIONS
A-301 SECTIONS
A-302 SECTIONS
A-303 SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-401 ENLARGED VIEW & CLEARANCE
LEGEND
A-402 ENLARGED FLOOR PLANS
A-403 ENLARGED CEILING PLANS
A-410 INTERIOR ELEVATIONS
A-411 INTERIOR ELEVATIONS
A-501 ROOF DETAILS
A-502 ROOF DETAILS
A-510 CEILING DETAILS
A-520 DOOR DETAILS
A-521 DOOR DETAILS
A-525 WINDOW DETAILS
A-526 LOUVER DETAILS
A-530 LADDER DETAILS
A-540 SIGN DETAILS
A-541 SIGN DETAILS
A-550 WALL DETAILS
A-551 WALL DETAILS
A-560 CASEWORK DETAILS
A-570 RESTROOM DETAILS
A-580 MISCELLANEOUS DETAILS
A-581 AIR BARRIER DETAILS
SHEET SCHEDULE
SHEET NO. SHEET TITLE
GENERAL
G-001 COVER SHEET
G-002 GENERAL INFORMATION & SCHEDULE
OF DRAWINGS
G-003 PROJECT MAPS
G-901 RENDERING 1
G-902 RENDERING 2
G-903 RENDERING 3
G-904 RENDERING 4
G-905 RENDERING 5
G-906 RENDERING 6
G-910 FF&E INVENTORY FOR RELOCATION 1
G-911 FF&E INVENTORY FOR RELOCATION 2
G-912 FF&E INVENTORY FOR RELOCATION 3
G-913 FF&E INVENTORY FOR RELOCATION 4
G-914 FF&E INVENTORY FOR RELOCATION 5
GENERAL: 14
BORINGS
B-101 SITE INVESTIGATION PLAN
BORINGS: 1
CIVIL
C-001 ABBREVIATIONS
C-002 GENERAL NOTES
C-131 SITE PLAN
C-132 DIMENSIONED LAYOUT PLAN
C-133 GRADING & DRAINAGE PLAN 1
C-134 GRADING & DRAINAGE PLAN 2
C-135 GRADING & DRAINAGE PLAN 3
C-136 WATER SYSTEM PLAN
C-137 SEPTIC SYSTEM PLAN
C-138 GAS SYSTEM PLAN
C-139 EROSION CONTROL PLAN
C-140 ON-SITE PAVEMENT PLAN
C-141 STRIPING & SIGNAGE PLAN
C-231 LAKE ISABELLA BOULEVARD PLAN &
PROFILE 1
C-232 LAKE ISABELLA BOULEVARD PLAN &
PROFILE 2
C-233 STORM DRAIN PROFILES
C-234 WALL PLAN AND PROFILE
C-501 STANDARD DETAILS 1
C-502 STANDARD DETAILS 2
C-503 STANDARD DETAILS 3
C-504 STANDARD DETAILS 4
C-505 STANDARD DETAILS 5
C-506 STANDARD DETAILS 6
C-507 STANDARD DETAILS 7
C-508 STANDARD DETAILS 8
C-509 STANDARD DETAILS 9
CIVIL: 26
LANDSCAPE
L-001 LANDSCAPE GENERAL NOTES
L-130 LANDSCAPE SITE PLAN
L-131 LANDSCAPE SITE PLAN
L-132 LANDSCAPE SITE PLAN
L-133 LANDSCAPE LAYOUT PLAN
L-134 LANDSCAPE LAYOUT PLAN
L-135 LANDSCAPE IRRIGATION PLAN
L-136 LANDSCAPE IRRIGATION PLAN
L-137 LANDSCAPE IRRIGATION PLAN
HYDROZONES
L-138 LANDSCAPE IRRIGATION PLAN
HYDROZONES
L-139 LANDSCAPE IRRIGATION NOTES AND
LEGEND
L-140 LANDSCAPE PLANTING PLAN
L-141 LANDSCAPE PLANTING PLAN
L-142 LANDSCAPE GROUNDCOVER
PLANTING PLAN
L-143 LANDSCAPE GROUNDCOVER
PLANTING PLAN
L-144 LANDSCAPE PLANTING LEGEND AND
NOTES
L-431 LANDSCAPE ENTRY AREA SITE PLAN
L-432 LANDSCAPE ENTRY AREA GRADING
PLAN
L-433 LANDSCAPE ENTRY AREA LAYOUT
PLAN
L-434 LANDSCAPE ENTRY AREA PLANTING
PLAN
L-435 MICRO DETENTION BASIN PLANTING
PLAN
CONTRACT OPTION ITEMS
OPTION 1: PROVIDE 8 kW OF RENEWABLE ENERGY THROUGH VERTICAL AXIS WIND TURBINES
(VAWT) WITHIN THE RENEWABLE ENERGY FIELD. CONNECT VAWT'S TO BUILDING TO REDUCE
COMMERCIAL ENERGY CONSUMPTION. SEE CIVIL AND ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
OPTION 2: PROVIDE 8 kW OF RENEWABLE ENERGY THROUGH PHOTOVOLTAIC (PV) PANELS
LOCATED WITHIN THE RENEWABLE ENERGY FIELD. CONNECT PV ARRAY TO BUILDING TO
REDUCE COMMERCIAL ENERGY CONSUMPTION. SEE CIVIL AND ELECTRICAL DRAWINGS FOR
MORE INFORMATION.
No. 26388
CIVIL
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FIRE STATION FF&E INVENTORY FOR RELOCATION SHEET NOTES
1. SEE SPECIFICATION 01 00 00 FOR CORRESPONDING DESCRIPTION OF FF&E.
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of Engineers
US Army Corps
S A
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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
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D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
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A
Exp. 3-31-16
PROPERTY LINE
PROPERTY LINE
(CAL WATER)
(E) BUILDING
PROPERTY LINE
3:1
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DITCH
CUT OFF
PLANTER
BIORETENTION
BASIN
MICRO-DETENTION
BASIN
MICRO-DETENTION
BASIN
MICRO-DETENTION
OPENING
2' CURB
B-101
F
IR
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S T
A T
IO
N
PAVEMENT
(P) EDGE OF
IMPROVEMENTS
END CURB & GUTTER
PAVEMENT
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POLE
(E) POWER
POLE
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POLE
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6'-8' CMU WALL
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NN
0' 30' 60'
SCALE: HORIZ. 1"=30'
S
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N V
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N P
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BH-18
BH-19
BH-11BH-12
BH-13
BH-14BH-15
BH-16
BH-17
BP-4
BP-5
PAVEMENT
PERVIOUS
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FIELD
RENEWABLE ENERGY
6"W 6"W
B
B R
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ABBREVIATIONS
A
B
C
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F
G
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I
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M
N
O
P
Q
R
S
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U
V
W
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SL
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St
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S4S
T
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TBB
Tbr
TC
TCE
TCAR
Tel
Temp
TG
Tot
TOS
TP
Trans
TS
TW
Typ
UC
UD
UG
UNK
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V
Var
VC
Vert
Vol
VRV
W
WB
WM
WS
WSP
Wt
WMTR
WV
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X Sec
Yr
Yrs
RAILROAD
ROCK SLOPE PROTECTION,
REVISED STANDARD PLAN
RIGHT
ROUTE
REDWOOD,
RETAINING WALL
RIGHT OF WAY
SOUTH,
SUPPLEMENT
SALVAGE
SOUTHBOUND
SAND CUSHION
SLOTTED CORRUGATED STEEL PIPE
STORM DRAIN
SECOND,
SECTION
SEPARATION
SUBGRADE
SHOULDER
SHEET
SIMILAR
STATION LINE
SELECTED MATERIAL
SPECIAL,
SPECIFICATIONS
SANITARY SEWER
STREET
STATION
STANDARD
STRUCTURE
SURFACING
SIDEWALK,
SOUND WALL
SEWER
SYMETRICAL
SURFACE 4 SIDES
SEMI-TANGENT
TANGENT
THRIE BEAM BARRIER
TIMBER
TEMPORARY CONSTRUCTION EASEMENTS
TEMPORARY CONSTRUCTION ACCESS ROAD
TELEPHONE
TEMPORARY
TOP OF GRADE
TOTAL
TOE OF SLOPE
TELEPHONE POLE
TRANSITION
TRAFFIC SIGNAL
TOP OF WALL
TYPICAL
UNDERCROSSING
UNDERDRAIN
UNDERGROUND
UNKNOWN
UNLESS OTHERWISE NOTED
VALVE
VARIABLE,
VARIES
VERTICAL CURVE
VERTICAL
VOLUME
VACUUM RELEASE VALVE
WATER LINE
WESTBOUND
WIRE MESH
WATER SURFACE
WELDED STEEL PIPE
WEIGHT
WATER METER
WATER VALVE
WINGWALL
CROSS SECTION
CROSSING
YEAR
YEARS
Maint
Max
MB
MBB
MBGR
Med
MGS
MH
Min
Misc
Mkr
Mod
Mon
MP
Mt
Mtl
MUTCD
N
NB
No.
Nos.
NPS
NS
NTS
OAK
Obl
OC
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OF
OG
OH
OHWM
O-O
Opp
OSD
P
PB
PC
PCC
PCMS
PCP
PCVC
Ped
Perm Mtl
PG
PI
P/L
PM
POC
POT
POVC
PP
PRC
PRF
PRVC
PS&E
PS, P/S
PSP
PT
PVC
Pvmt
Qty
R
R & D
R & S
R/C
RCA
RCB
RCP
RCPA
Rd
Reinf
Rel
Repl
Ret
Rev
Rdwy
RFCA
RHMA
Riv
RM
RP
MAINTENANCE
MAXIMUM
METAL BEAM
METAL BEAM BARRIER
METAL BEAM GUARD RAILING
MEDIAN
MIDWEST GUARDRAIL SYSTEM
MANHOLE
MINIMUM
MISCELLANEOUS
MARKER
MODIFIED,
MODIFY
MONUMENT
METAL PLATE
MOUNTAIN, MOUNT
MATERIAL
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NORTH
NORTHBOUND
NUMBER (MUST HAVE PERIOD)
NUMBERS (MUST HAVE PERIOD)
NOMINAL PIPE SIZE
NEAR SIDE
NOT TO SCALE
OAK TREE
OBLITERATE
OVERCROSSING
OUTSIDE DIAMETER
OUTSIDE FACE
ORIGINAL GROUND
OVERHEAD
ORDINARY HIGH WATER MARK
OUT TO OUT
OPPOSITE
OVERSIDE DRAIN
PAGE
PULLBOX
POINT OF CURVATURE,
PRECAST
POINT OF COMPOUND CURVE
PORTLAND CEMENT CONCRETE
PORTABLE CHANGEABLE MESSAGE SIGN
PERFORATED CONCRETE PIPE,
PRESTRESSED CONCRETE PIPE
POINT OF COMPOUND VERTICAL CURVE
PEDESTRIAN
PERMEABLE MATERIAL
PROFILE GRADE
POINT OF INTERSECTION
PROPERTY LINE
POST MILE,
TIME FROM NOON TO MIDNIGHT
POINT OF CONNECTION,
POINT OF HORIZONTAL CURVE
POINT OF TANGENT
POINT OF VERTICAL CURVE
PIPE PILE,
PLASTIC PIPE,
POWER POLE
POINT OF REVERSE CURVE
PAVEMENT REINFORCING FABRIC
POINT OF REVERSE VERTICAL CURVE
PLANS, SPECIFICATIONS AND ESTIMATES
PRESTRESSED
PERFORATED STEEL PIPE
POINT OF TANGENCY
POLYVINYL CHLORIDE
PAVEMENT
QUANTITY
RADIUS
REMOVE AND DISPOSE
REMOVE AND SALVAGE
RATE OF CHANGE
REINFORCED CONCRETE ARCH
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE PIPE ARCH
ROAD
REINFORCED,
REINFORCEMENT,
REINFORCING
RELOCATE
REPLACEMENT
RETAINING
REVISED, REVISION
ROADWAY
RESTRAINED FLANGE COUPLING ADAPTER
RUBBERIZED HOT MIX ASPHALT
RIVER
ROAD-MIXED
RADIUS POINT,
REFERENCE POINT
E
Ease
EB
EC
ECR
ED
EDC
EDO
EDV
EL
Elec
Elect
Elev
Emb
Engr
EOD
EP
Eq
ES
ESA
ETW
EUC
EVC
EW
EX
Exc
Exp
Exp Jt
Ext
F & C
F & G
FC
Fdn
FES
FF
FG
FH
Fig
FL
FOC
Fr Rd
FS
Ftg
Fwy
G
Ga
GP
GR
GSP
Gtr
GV
H h, hr
HD
hdwl
HMA
Horiz
HOV
HP
HS
HW
HWM
Hwy
IB
ID
IF
Inv
Irr
Jct
JP
Jt
KWC
L
Lat
Ln
Loc
LOL
Long
Longit
LS
Lt
L
EAST
EASEMENT
END OF BRIDGE,
EASTBOUND
END HORIZONTAL CURVE
END CURB RETURN
EDGE DRAIN
EDGE DRAIN CLEANOUT
EDGE DRAIN OUTLET
EDGE DRAIN VENT
ELBOW
ELECTRICITY,
ELECTROLIER
ELECTRIC
ELEVATION
EMBANKMENT
ENGINEER
EDGE OF DECK
EDGE OF PAVEMENT
EQUATION
EDGE OF SHOULDER
ENVIRONMENTALLY SENSITIVE AREA
EDGE OF TRAVELED WAY
EUCALYPTUS TREE
END VERTICAL CURVE
ENDWALL
EXISTING
EXCAVATION
EXPANSION,
EXPRESSWAY
EXPANSION JOINT
EXTERIOR
FRAME AND COVER
FRAME AND GRATE
FACE OF CURB
FOUNDATION
FLARED END SECTION
FINISHED FLOOR,
FILTER FABRIC
FINISHED GRADE
FIRE HYDRANT
FIGURE
FLOW LINE
FLANGE
FIBER OPTIC CABLE
FRONTAGE ROAD
FIRE SPRINKLER SERVICE, FINISHED SURFACE, FAR SIDE
FOOTING
FREEWAY
GAS LINE
GAUGE
GALVANIZED
GRADING PLANE
GUARD RAILING
GALVANIZED STEEL PIPE
GUTTER
GATE VALVE
HEIGHT
HOUR
HORIZONTAL DRAIN
Headwall
HOT MIX ASPHALT
HORIZONTAL
HIGH OCCUPANCY VEHICLE
HIGH POINT,
HORSEPOWER
HIGH STRENGTH
HEADWALL,
HIGH WATER
HIGH WATER MARK
HIGHWAY
IMPORTED BORROW
INSIDE DIAMETER
INSIDE FACE
INTERIOR
INVERT
IRRIGATION
JUNCTION
JOINT POLE
JOINT
KERNVILLE WORK CENTER
LENGTH,
ANGLE (STRUCTURAL STEEL SHAPE)
LATITUDE
LANE
LOCATION
LAYOUT LINE
LONGITUDE
LONGITUDINAL
LUMP SUM
LEFT
PIV POST INDICATOR VALVE
REDUCED PRESSURE
FDC FIRE DEPARTMENT CONNECTION
RPDA REDUCED PRESSURE DETECTOR ASSEMBLY
No. 26388
CIVIL
J O
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C.SCRO
G G
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IS
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PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
Dwy
DTBB
DS
Dr
DMBB
Dist
Diaph
Dia
DIP
DI
DF
Det
Del
Deg
Dbl
DD
D
CYP
CWSC
Culv
Ctrs
Ct
CSPA
CSP
CRSP
CRCP
Cr
CP
Coord
Cont
Const
Conn
Cond
Conc
COMM
Col
Co
CO
CMS
CMP
CM
Clr
Cl
CLF
CL
CIP
CIDH
CI
Chnl
C-C
CB
CAS
CAPA
CAP
CAA
BW
BVC
Brg
Br
Bot
BMP
BM
Blvd
Bldg
Bkf
Bk
Bit Ctd
Beg
BCR
BC
BB
Avg
Ave
Assy
ARV
Approx
AM
Alt
Ahd
ADS
Adj
AC
Abut
Abn
AB
DRIVEWAY
DOUBLE THRIE BEAM BARRIER
DOWN SPOUT
DRIVE
DOUBLE METAL BEAM BARRIER
DISTRICT
DISTANCE,
DIAPHAGM
DIAMETER
DUCTILE IRON PIPE
DROP INLET
DRAINAGE INLET,
DOUGLAS FIR
DETOUR
DETAIL,
DELINEATOR
DEGREE
DOUBLE
DOWNDRAIN
DEPTH
CYPRESS
CALIFORNIA WATER SERVICE COMPANY
CULVERT
CENTERS
COURT
CORRUGATED STEEL PIPE ARCH
CORRUGATED STEEL PIPE
CONCRETED ROCK SLOPE PROTECTION
CONTINUOUSLY REINFORCE CONCRETE PAVEMENT
CREEK
CANDLEPOWER, CATCH POINT
CONTROL POINT,
COORDINATE
CONTINUOUS
CONSTRUCTION
CONSTRUCT,
CONNECTOR
CONDUIT
CONCRETE
COMMUNICATIONS
COLUMN
CONTRACTING OFFICER
CLEAN OUT
CHANGEABLE MESSAGE SIGN
CORRUGATED METAL PIPE
CORRUGATED METAL
CLEARANCE
CLEAR,
CLASS
CHAIN LINK FENCE
CHAIN LINK
CENTERLINE
CAST IRON PIPE
CAST-IN-PLACE,
CAST-IN-DRILLED-HOLE
CAST IRON
CHANNEL
CENTER TO CENTER
CATCH BASIN
CONCRETE BARRIER,
CONSTRUCTION AREA SIGN
CORRUGATED ALUMINUM PIPE ARCH
CORRUGATED ALUMINUM PIPE
CABLE ANCHOR ASSEMBLY
BACK OF WALL
BEGIN VERTICAL CURVE
BEARING
BRIDGE
BOTTOM
BEST MANAGEMENT PRACTICE
BENCH MARK
BOULEVARD
BUILDING
BACKFILL
BACK
BITUMINOUS COATED
BEGIN
BEGIN CURB RETURN
BEGIN HORIZONTAL CURVE
BEGINNING OF BRIDGE
AT
AVERAGE
AVENUE
ASSEMBLY
AIR RELEASE VALVE
APPROXIMATE
TIME FROM MIDNIGHT TO NOON
ALTERNATE
AHEAD
ADVANCED DRAINAGE SYSTEM
ADJUST
ASPHALT CONCRETE
ABUTMENT
ABANDON
AGGREGATE BASE
Galv
GFL GUTTERFLOW LINE
LF LINEAL FEET
LP LIQUID PROPANE
(P) PROPOSED
RV RECREATIONAL VEHICLE
SSCO SANITARY SEWER CLEAN OUT
W/ WITH
C-001
TOP OF CONCRETE
TBC TOP BACK OF CURB
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -0
A B
B .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
G E
N E
R A
L N
O T
E S
No. 26388
CIVIL
J O
H
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C.SCRO
G G
S
R E G
IS
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D
PROFESSIONAL
ENG
IN
EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
GENERAL NOTES
EXISTING PROPOSED
FENCE
ELEVATIONS
LIMITS OF VEGETATION, TREES
GAS MAIN
WATER MAIN
ROAD CENTERLINE
TOP OF SLOPE
EDGE OF PAVEMENT
ASSUMES 20% IN PLACE SHRINKAGE
(2)
(1)
EXPORT EMBANKMENT
ON SITE EMBANKMENT
EXCAVATION
(1)
(1)
EARTHWORK QUANTITY TABLE
CU YDS
LEGEND
DRAINAGE FLOW LINE
WATER MAIN VALVE
WATER METER
8" SHADE
31X2
W
W
PROJECT COSTS.
DEVELOPING THEIR OWN QUANTITIES FOR BIDDING AND
NON-BINDING. THE CONTRACTOR IS RESPONSIBLE FOR
EARTHWORK QUANTITIES ARE FOR INFORMATION ONLY AND ARE
DATUM OF 1988 (NAVD88) COMPILED FROM THE STATIC GPS SURVEY.
SYSTEM OF 1983 (NAD 83, ZONE 5, EPOCH 2010.00). THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL
(OPUS) WAS USED FOR POST PROCESSING. THE HORIZONTAL DATUM IS BASED ON THE CALIFORNIA COORDINATE
THE PROJECT CONTROL IS BASED ON A STATIC GPS SURVEY. THE NOAA/NGS ONLINE POSITION USER SERVICE
BENCHMARK NOTES AND DATUM
PROPERTY LINE
(2)
IRRIGATION POINT OF CONNECTION
M
FIRE HYDRANT
RPDCA (BACKFLOW DEVICE)
CHECK VALVE
FIRE DEPT CONNECTION & POST INDICATOR VALVE
TRUCK FILL STATION
FIRE SERVICE
SS CLEANOUT
SANITARY SEWER PIPE
SS DIVERTER VALVE
SS INSPECTION PIPE
18,250
1,500
19,750
CONCRETE V-GUTTER
ELEVATION CONTOUR
STORM DRAIN INLET
STORM DRAIN PIPE
STORM DRAIN PIPE INLET
010000 AND SECTION 015720 OF THE PROJECT SPECIFICATIONS.
25. FOR ADDITIONAL GENERAL NOTES PERTAINING TO THIS PROJECT, THE CONTRACTOR IS REFERRED TO SECTION
MAXIMUM OF 4 HOURS.
LIMITED TO PERIODS OF MINIMUM DEMANDS. SCHEDULED INTERRUPTIONS TO SERVICE SHALL BE LIMITED TO A
INTERRUPTIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE AND SHALL BE
EXISTING WATER, GAS OR ELECTRIC POWER SERVICE REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS. SCHEDULED
24. CONTRACTOR SHALL SCHEDULE, A MINIMUM OF 4 WEEKS IN ADVANCE, ANY PROPOSED INTERRUPTION TO
DELIVERIES SCHEDULED TO THE PROJECT SITE.
23. CONTRACTOR SHALL ADVISE THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE OF MATERIAL AND EQUIPMENT
22. NOT USED
21. NOT USED
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
20. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
MATERIALS TRANSPORTED FROM THE PROJECT SITE.
MEASURES. PROVIDE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ONSITE AS WELL AS
19. STOCKPILE OF SOIL AND ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
CONTRACTING OFFICER OR THEIR REPRESENTATIVE TRANSPORTATION PERMITS FOR HAUL ROUTES.
18. PRIOR TO MOVING ANY MATERIAL TO OR FROM THE SITE, THE CONTRACTOR SHALL OBTAIN FROM THE
"AS-BUILT" PLANS IMMEDIATELY UPON COMPLETION OF THE WORK FOR PREPARATION OF RECORD DRAWINGS.
17. CONTRACTOR SHALL PROVIDE TO THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE A REDLINED COPY OF
CONDITIONS UPON COMPLETION OF THIS PROJECT.
16. THE AREA SURROUNDING THE WORK SHALL BE KEPT CLEAN AT ALL TIMES AND RETURNED TO ITS ORIGINAL
SHALL BE MAINTAINED AT THE JOB SITE.
OF THE PROJECT SWPPP SHALL BE PROVIDED TO THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE. COPIES
THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SWPPP PREPARED FOR THIS PROJECT. COPIES
15. THE CONTRACTOR SHALL COMPLY WITH ALL NPDES REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION.
RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOB SITE.
14. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR FIRE, AMBULANCE, AND AGENCIES
PROVIDE FOR SAFETY, INCLUDING TRAFFIC CONTROL PLAN.
13. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGGERS OR OTHER DEVICES NECESSARY TO
THE CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS.
SUPPLIED TO THE CONTRACTING OFFICER. AN ADDITIONAL COPY SHALL BE KEPT AT THE JOB SITE AT ALL TIMES.
OBTAINED FOR TRENCHES OR EXCAVATIONS FIVE FEET OR GREATER IN DEPTH. A COPY OF THIS PERMIT SHALL BE
OWN EXPENSE. A CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL-OSHA) PERMIT SHALL BE
OF THE CONTRACTOR AND CONTRACTOR SHALL MAKE NECESSARY REPAIRS OR RECONSTRUCTION AT CONTRACTOR'S
DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY
SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY
12. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
11. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
YARDS AND STORAGE AREAS.
10. THE CONTRACTOR IS RESPONSIBLE FOR SECURITY OF ALL PROJECT STAGING AREAS, TEMPORARY CORPORATION
9. CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL AT ALL TIMES DURING CONSTRUCTION.
REPRESENTATIVE.
DEVIATION FROM THE PLANS SHALL REQUIRE THE APPROVAL OF THE CONTRACTING OFFICER OR THEIR
8. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS TO THE LINE AND GRADE SHOWN ON THESE PLANS. ANY
COMMUNICATE EFFECTIVELY WITH THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE.
CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. CONTRACTOR'S REPRESENTATIVE SHALL BE ABLE TO
7. CONTRACTOR SHALL DESIGNATE A PERSON WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE
HOURS ADVANCE NOTICE OF CONSTRUCTION STAKING REQUIREMENTS.
LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PROVIDE SURVEYORS WITH AT LEAST 48
MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A
6. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY
5. NOT USED
SHALL BE APPROVED BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE.
TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLAN
MANUAL OF TRAFFIC CONTROLS. CONTRACTOR SHALL PROVIDE SAFE VEHICULAR AND PEDESTRIAN ACCESS AT ALL
4. CONTRACTOR SHALL PROVIDE PUBLIC SAFETY AND TRAFFIC CONTROL IN ACCORDANCE WITH STATE OF CALIFORNIA
ADVANCE BY THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE.
CONSTRUCTION. TEMPORARY RELOCATION OF UTILITY SERVICE SHALL NOT BE ALLOWED UNLESS APPROVED IN
CONTRACTOR SHALL BE RESPONSIBLE FOR LOSSES ASSOCIATED WITH OTHER DISRUPTIONS RESULTING FROM
3. DISRUPTION OF UTILITY SERVICE SHALL BE LIMITED TO SCHEDULED TIE INS AT POINTS OF CONNECTION.
CONSTRUCTING PROPOSED IMPROVEMENTS.
2. THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE, PRIOR TO
GOVERNING AGENCIES.
SPECIFICATIONS, THESE PLANS, PROJECT SPECIFICATIONS AND PERMIT CONDITIONS REQUIRED BY THE VARIOUS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF CALTRANS STANDARD PLANS AND
C-002
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
S A
C R
A M
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T O D
IS
T R
IC
T
S
C R
IP
P S D
R
IV
E
S A
C R
A M
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T O
C A
B
C
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F
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E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -0
G E
N .d g n
S U
B M
IT
T E
D B
Y
F
IL
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U M
B E
R
K E -2
-0
IS
S
U E D
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C H
E C
K E
D B
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S P
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O
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O J E
C T N
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O H
N C S
C R
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G S
A N
S I 'D
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E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
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1"G
3"W
2"W
6"FS
6"FS
2"W
2"W
6"FS
6"FS
2"W
4"SS
4"SS
4"SS
4"SS
12"SD
C H
LA
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IS
ABEL
LA
B
LV
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LA
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IS
A
BEL
LA
B
LV
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H
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H W
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HI
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HW
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M
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US
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ELEC
OH ELEC OH ELEC
O H
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C
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E L E C
O H
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C
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OH ELEC
U .S
A R
M Y C
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P S O
F E
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IN
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R S
S A
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T O D
IS
T R
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S
C R
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P S D
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S A
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C A
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D E
S C
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IP
T
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N M
A R
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L S
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IS
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N C S
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G S
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S I 'D
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B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
+7
+7
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
LEGEND
RETAINING/SOUND WALL
RIP RAP AREA
PLANS)
BOULDERS (SEE LANDSCAPE
(SEE LANDSCAPE PLANS)
PAVERS
PERVIOUS PAVEMENT AREA
CONCRETE WALKWAY
NEW CONCRETE V-GUTTER
FLOW LINE
EXISTING CONTOUR LINE
NEW 4' TALL BARBED WIRE FENCE
NEW CHAIN LINK FENCE
TOP OF SLOPE (3:1 TYPICAL)
PROPERTY LINE
STORAGE UNIT TO BE PROVIDED BY USFS4.
PER MANUFACTURER'S RECOMENDATION
CONTRACTOR TO COORDINATE WITH AND INSTALL
HOSE TOWER AS MANUFACTURED BY TIGERHOSE3.
REFER TO SPECIFICATION SECTION 13 34 232.
REFER TO LANDSCAPE PLANS FOR DETAILS1.
NOTE:
No. 26388
CIVIL
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EE
R
STATEOFCALIFO
RNI
A
Exp. 3-31-16
DITCH
CUT OFF
MOVEMENTS
TRUCK TURNING
CENTER LINE
(E) ROADWAY
PAVEMENT
(E) EDGE OF
PAVEMENT
(E) EDGE OF
PROPERTY LINE
PROPERTY LINE
(CAL WATER)
(E) BUILDING
PROPERTY LINE
3:1
:1
DITCH
CUT OFF
PLANTER
BIORETENTION
WIRE FENCE
TALL BARBED
REMOVE 4'
WIRE FENCE
TALL BARBED
REMOVE 4'
BASIN
MICRO-DETENTION
BASIN
MICRO-DETENTION
BASIN
MICRO-DETENTION
CURB
VERTICAL
OPENING
2' CURB
C-131
PAVEMENT
(P) EDGE OF
PARKING
ACCESSIBLE
PARKING
ACCESSIBLE
F
IR
E
S T
A T
IO
N
E M
P L
O Y
P
R K
IN
G
PAVEMENT
(P) EDGE OF
IMPROVEMENTS
END CURB & GUTTER
PAVEMENT
(E) EDGE OF
IMPROVEMENTS
BEGIN CURB & GUTTER
1'R
O W
POLE
(E) POWER
POLE
(E) POWER
POLE
(E) POWER
1'
9'x20' TYPICAL
PARKING STALL
SECURITY FENCE
8' HIGH CHAIN LINK
TANK
500 GAL. PROPANE
STATION
TRUCK FILL
STATION
TRUCK FILL
AREA
STAGING
IRCC
LEACH FIELDS
NN
0' 30' 60'
SCALE: HORIZ. 1"=30'
WIRE FENCE IN KIND
4' TALL BARBED
REMOVE & REPLACE
WIRE FENCE IN KIND
4' TALL BARBED
REMOVE & REPLACE
STORAGE UNITS
FUTURE CONEX
OF CONNECTION
IRRIGATION POINT
S
IT
E P
L A
N
GATE CONTROL PEDESTAL
SEE NOTE 3
HOSE TOWER
12'x12'x 35' TALL
SEE NOTE 2
INFORMATION CENTER
TEMPORARY VISITOR
STORAGE SEE NOTE 4
HAZARDOUS MATERIAL
SEE NOTE 1
SHADE STRUCTURE
SIGN SEE NOTE 1
FOREST SERVICE
NOTE 1
FLAG POLE SEE
SEE NOTE 1
INFORMATION KIOSK
SEE NOTE 1
PAVERS
MANGATE
4' WIDE CHAIN LINK
PLANS
SEE SITE ELECTRICAL
RADIO TOWER
BOULDERS
RELOCATED
BOULDERS
RELOCATED
SCREEN WALL
W/5' TALL
TRASH PAD
CONCRETE
DOUBLE SWING GATE
12' WIDE CHAIN LINK
PIPE GATE
SYSTEM
SEPTIC TANK SEE SEPTIC
WATER SYSTEM IMPROVEMENT
4' WIDE MANGATE
ROLLING GATE
SECURITY FENCE
8' HIGH CHAIN LINK
SECURITY FENCE
8' HIGH CHAIN LINK
SECURITY FENCE
8' HIGH CHAIN LINK
FIELD
RENEWABLE ENERGY
CMU SCREEN WALL
C H
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
A Y .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
+0
+0
1+
+0
+0
LEGEND
LAKE ISABELLA BLVD. IMPROVEMENTS.
SEE SHEETS C231 AND C232 FOR3.
SEE GRADING PLANS FOR LAYOUT.2.
FEATURES NOT CALLED OUT FOR CLARITY.
ARCHITECTURAL AND LANDSCAPE1.
NOTE:
RETAINING/SOUND WALL
(SEE LANDSCAPE PLANS)
PAVERS
CONCRETE WALKWAY/DRIVEWAY
NEW CONCRETE V-GUTTER
FLOW LINE
NEW 4' TALL BARBED WIRE FENCE
NEW CHAIN LINK FENCE
TOP OF SLOPE (3:1 TYPICAL)
PROPERTY LINE
R=15'
.5
1.
.9
R=30'
.1
22.71'
.5
44.17'
R
R
20' R
R
20'R
R
R
R
3.5' R
R
.5 '0
.5
.17
.1
.5
5'R
.5
.5
.6
.8
.2
71.38'
.8
1'
.3
16.43'
.6
1.5
17.9 3'
R
15'R
R
30' R
R
R
R
R
.1 1'
.8
3.5' R
R
R
15'
15'
15.0 1'
.8
' 6 .3
5' R
5' R
.7
R
.6
1'
.1
.5
.9
.12
.9
25'
.9
.18
.1
.7
1'
O H
ELEC
OH ELEC OH ELEC
O H
E
LE
C
O H
E
LE
C
O H
E
LE
C
OH ELEC
PROPERTY LINE
C-132
F
IR
E
S T
A T
IO
N
POLE
(E) POWER
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' 20'10'5' 40'
SCALE: HORIZ. 1"=20'
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
D
IM
E N
S
IO
N E
D L
A Y
O U
T P
L A
N
FIELD
RENEWABLE ENERGY
EVE AVE
GUTTER
CURB &
CORNER MARKER
POSSIBLE PROPERTY
FOUND DESCRIBED PIPE
D
IR
T
C O
C H
LA
KE
IS
ABEL
LA
B
LV
D
H
IG
H W
A Y
HI
G
HW
AY
UL
U L
UL
U L
U L
O H
ELEC
OH ELEC
O H
E
LE
CO
H
ELEC
E C
OH ELEC
NN
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
C-133
M A T
IN
E
S E E
S
H E E T
C
0' 20'10'5' 40'
SCALE: HORIZ. 1"=20'
(1 O
F
G R
A D
IN
G D
R A
IN
A G
E P
L A
N
LEGEND
C501
C502
C502
C502
C504
NEW 4' TALL BARBED WIRE FENCE
NEW CHAIN LINK FENCE
U.N.O.
PER DETAIL ON SHEET C-509
RETAINING/SCREEN WALL PROTO II
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
PLANS)
PAVERS (SEE LANDSCAPE
PERVIOUS PAVEMENT AREA
CONCRETE WALKWAY
PIPE INLET
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
CONCRETE V-GUTTER
CUT-OFF DITCH
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
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 FOUR 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 2000' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
G D .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
1C -5
C -5
C -5
C -5
BOULEVARD STRIPING
C-232 FOR LAKE ISABELLA
SEE SHEETS C-231 AND
+7
+7
+0
+0
+0
+0
1+
+0
CURB
VERTICAL
CURB
VERTICAL
OPENING
2' CURB
OPENING
2' CURB
608.70
EP=
(CAL WATER)
(E) BUILDING
LINE
PROPERTY
590.81
GFL=
OPENING
2' CURB
CURB
VERTICAL
3:1
611.38
EP=
S .0
S .0
BASIN
MICRO-DETENTION
PLANTER
BIORETENTION
BASIN
MICRO-DETENTION
608.54
EP=
610.48
EP=
610.73
EP=
608.21
GFL=
604.57
GFL=
602.25
GFL=
602.0
FG=
602.0
FG=
606.30
EP=
606.14
607.58
EP=
601.0
FG=
598.7
FG=
609.02
EP=
608.75
EP=
610.45
EP=
610.86
EP=
610.18
EP=
610.72
EP=
609.91
EP=
609.12
EP=
608.71
EP=
607.42
EP=
EP=605.87
607.8
FG=
608.6
FG=
605.8
FG=
604.8
FG=
606.2
FG=
:1
:1
3:
12"INV=602.26
GRATE=607.26
602.5
FL=
610.04
TC=
612.63
TC=
610.74
TC=
609.32
TC=
598.8
FG=
607.3
RIDGE=
POINT
RELEASE
FL=611.5
FL=608.5
FL=605.5
FL=600.3
FL=594.5
FL=593.5
C505
PER DETAIL
PIPE GATE
C501
GFL=599.56
PER DETAIL
OUTLET STRUCTURE
GFL=606.01
PER DETAIL
OUTLET STRUCTURE
C501
DITCH
CUT-OFF
C501
PER DETAIL
DRIVEWAY APPROACH
PER DETAIL
DRIVEWAY APPROACH
C501
C501
C501
C501
PER DETAIL
END SECTION
CONC. FLARED
FL=600.8
C501
PROFILE ON SHEET C-233
SEE STORM DRAIN 'A'
RIP RAP
6" DIAMETER
RIP RAP (TYP.)
6" DIAMETER
SEE LANDSCAPE PLANS
FOREST SERVICE SIGN
PLANS
SEE LANDSCAPE
FLAG POLE
SEE LANDSCAPE PLANS
INFORMATION KIOSK
DRAIN LINE
PERVIOUS PAVEMENT
DRAIN LINE
PERVIOUS PAVEMENT
INFORMATION CENTER
TEMPORARY VISITORS
AREA SEE DETAIL
ACCESSIBLE PARKING
C505
12"INV=604.75
INLET, RIM=608.75
(GCP) GRATED PIPE
BOULEVARD IMPROVEMENTS
C-232 FOR LAKE ISABELLA
SEE SHEETS C-231 AND
GATE
10' WIDE ACCESS
C504
DAYLIGHT PER DETAIL
DOWNSPOUT DRAIN PIPE
C504
DAYLIGHT PER DETAIL
DRAIN TRENCH DRAIN
12"SD
12"SD
S
D
S
D
S
D
4"SD
6"W
DIRT RO
AD
DIRT ROAD
DI
RT
R
O
AD
6"TREE
CORNER MARKER
POSSIBLE PROPERTY
FOUND DESCRIBED PIPE
EVE AVE
M
E
U S
U L
U L
UL
U L
U L
UL
U L
U L
U L
US
UL
OH ELEC OH ELEC
E C
2C -5
C -5
C -5
C-503
C-5
+0
F F =6
.5
PROPERTY LINE
3:1
:1
3:1
BASIN
MICRO-DETENTION
612.46
EP=
619.82
EP=
616.85
EP=
615.3
EP=
618.14
EP=
613.0
TC=
613.0
TC=
613.88
EP=
619.6
EP=
618.10
EP=
614.61
EP=
613.89
GFL=
610.74
GFL=
612.06
EP=
612.4
FG=
608.8
FG=
611.7
FG=
612.7
FG=
611.76
FL=
S .0
613.22
EP=
613.58
EP=
617.65
EP=
615.98
EP=
628.5
HP FL=
613.42
EP=
613.50
EP=
612.87
EP=
613.13
EP=
FL=627.0
FG=616.1
FL=626.0
FL=617.0
FL=614.3
BW=613.8
TW=615.5
BW=614.0
TW=615.5
BW=613.5
TW=615.5
C504
PER DETAIL
ROLLING GATE
GFL=611.80
PER DETAIL
OUTLET STRUCTURE
C501
DITCH
CUT-OFF
DITCH
CUT-OFF
C501
CURB
VERTICAL
C501
DETAIL
V-GUTTER PER
CURB
VERTICAL
C501
C504
PROFILE ON SHEET C-233
SEE STORM DRAIN 'A'
PROFILE ON SHEET C-233
SEE STORM DRAIN 'B'
1'
C505
TRASH PAD
6.5' X 16.5' CONCRETE
C505
PER DETAIL
4' WIDE MANGATE
SEE NOTE 3
INV=608.76
GRATE=612.76
SEE NOTE 3
INV=608.20
GRATE=612.20
SEE NOTE 3
12"INV=607.36
GRATE=611.36
OPERATORS
ROLLING GATE
616.11
EP=615.20
EP=
615.06
EP=
616.48
EP=
616.99
EP=
617.61
EP=
617.51
EP=
619.13
EP=
618.48
EP=
618.87
EP=
GATE
4' MAN
SWING GATE
12' WIDE CHAIN LINK
ELECTRICAL PLANS
RADIO TOWER SEE
INV=621.0
FL=625.0
TOP=626.0
OPENING PER DETAIL
PIPE INLET (OCPI) W/SIDE
C504
PER DETAIL
WALL (NON RETAINING)
5' TALL VERTICAL CMU
C504
ON SHEET C-508
PER DETAIL S10.2
FL=613.0, 8"X32"
WALL OPENING
PER DETAIL
GRAVITY RETAINING WALL
PER DETAIL
GRAVITY RETAINING WALL
PROFILE ON SHEET C-233
SEE STORM DRAIN 'C'
SEE NOTE 3
12"INV=610.40
GRATE=614.40
SHEET C-509
PER DETAILS
CMU SCREEN WALL
SHEET C-509
PER DETAILS
CMU SCREEN WALL
FENCE PER DETAIL
8' CHAIN LINK
C505
FENCE PER DETAIL
8' CHAIN LINK
C504
DAYLIGHT PER DETAIL
DOWNSPOUT DRAIN PIPE
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
G D .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
LEGEND
C501
C502
C502
C502
C504
NEW 4' TALL BARBED WIRE FENCE
NEW CHAIN LINK FENCE
U.N.O.
PER DETAIL ON SHEET C-509
RETAINING/SCREEN WALL PROTO II
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
PLANS)
PAVERS (SEE LANDSCAPE
PERVIOUS PAVEMENT AREA
CONCRETE WALKWAY
PIPE INLET
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
CONCRETE V-GUTTER
CUT-OFF DITCH
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
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 FOUR 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 2000' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
M A T
E
S E E
S
H E E T
C
C-134
MATCH LINE SEE SHEET C-135
0' 20'10'5' 40'
SCALE: HORIZ. 1"=20'
NN
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
(2 O
F
G R
A D
IN
G D
R A
IN
A G
E P
L A
N
UPSTREAM SIDE AND 16" BELOW TOP OF INLET.
THE SIDE OF THE DRAIN INLET. LOCATE ON
DRILL FOUR 1/2" DIAMETER WEEP HOLES INTO3.
"S
D
S
D
S
D
6"W
12"SD
W
H W
H W
2616.0
LA
KE
IS
A
BEL
LA
B
LV
D
H
IG
H W
A Y
15 O
H
E
LE
C
E
C
O H
E L E C
O H
E L E C
C-135
MATCH LINE SEE SHEET C-134
0' 20'10'5' 40'
SCALE: HORIZ. 1"=20'
NN
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
(3 O
F
G R
A D
IN
G D
R A
IN
A G
E P
L A
N
LEGEND
C501
C502
C502
C502
C504
NEW 4' TALL BARBED WIRE FENCE
NEW CHAIN LINK FENCE
U.N.O.
PER DETAIL ON SHEET C-509
RETAINING/SCREEN WALL PROTO II
RIP RAP AREA
BOULDERS (SEE LANDSCAPE PLANS)
PLANS)
PAVERS (SEE LANDSCAPE
PERVIOUS PAVEMENT AREA
CONCRETE WALKWAY
PIPE INLET
NEW STORM DRAIN INLET
NEW STORM DRAIN LINE
CONCRETE V-GUTTER
CUT-OFF DITCH
EARTEN SWALE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
TOP OF SLOPE
PROPERTY LINE
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 FOUR 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 2000' TO PROPOSED ELEVATIONS SHOWN.1.
NOTE:
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
G D .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
3C -5
BOULEVARD STRIPING
C-232 FOR LAKE ISABELLA
SEE SHEETS C-231 AND
+0
+0
+0
+0
PROPERTY LINE
617.26
GFL=
627.94
GFL=
623.86
GFL=
PER DETAIL
DRIVEWAY APPROACH
C501
RIP RAP
6" DIAMETER
617.24
EP=
FG=624.5
FG=623.5
630.6
629.2
.5
ACCESS ROAD
12' WIDE
FG=623.0
COURSE
AGGREGATE SURFACE
.9
.2
.7
BOULEVARD IMPROVEMENTS
C-232 FOR LAKE ISABELLA
SEE SHEETS C-231 AND
C501
PER DETAIL
END SECTION
CONC. FLARED
FL=619.5
PROFILE ON SHEET C-233
SEE STORM DRAIN 'C'
FENCE PER DETAIL
8' CHAIN LINK
C504
FIELD
RENEWABLE ENERGY
12"SD
S
CHAIN LINK FENCE
GATEGATE
EVE AVE
B A
L B
U
BRASS DISC
FOUND USACE
CORNER MARKER
POSSIBLE PROPERTY
FOUND DESCRIBED PIPE
EVE AVE
C O
C H
CONC
X
R A
M P
LA
KE
IS
ABEL
LA
B
LV
D
S
S
4"
SS
G
E
U S
UL
U L
UL
U L
U L
U L
UL
U L
U L
UL
U L
U L
U L
US
UL
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
W A .d g n
S U
B M
IT
T E
D B
Y
F
IL
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U M
B E
R
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-0
IS
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C H
E C
K E
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S P
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O
P R
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C T N
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N C S
C R
O G
G S
A N
S I 'D
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E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
M
W
F S
F
S
"W
W
"W
W
W2 +0
+0
+0
1+
+0
+0
O H
ELEC
OH ELEC OH ELEC
O H
E
LE
C
O H
E
LE
C
E C
OH ELEC
F
S
P R
O P
O S E D
F
IR
E
S T
A T
IO
N
NN
0' 30'
SCALE 1"=30'
15' 60'
C-136
LAK
E
IS
AB
ELLA
B
LV
D
FOR CONTINUATION
SEE BLDG PLANS
SEE WATER CONNECTION DETAIL
POINT OF CONNECTION
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
M
NO SCALE -
1WATER CONNECTION DETAIL
F
S
PLACED BY CWSC
VALVES TO BE
SEE DETAIL
PLACE 6" RPDCA
RESPONSIBILITY
BOUNDARY OF CWSC
C-506
EX W
PLACE SINGLE DETECTOR CHECK VALVE
SEE DETAIL
PLACE FDC & PIV
C-506
W
W
C-506
SEE DETAIL
PLACE 1 •" RP BACKFLOW PREVENTER
PLACED BY CWSC
3" WATER METER TO BE
W
W
D G
F
IL
L
S
T A T
IO
N S
U C
K
C-506
ARE OPEN & 50' HOSES ATTACHED.
BOTH TRUCK FILL STATION HYDRANTS
TO TRUCK FILL STATIONS WHEN
MORE THAN 200 GPM IS SUPPLIED
SHALL BE ADJUSTED SO THAT NO
* FLOW BALANCING VALVE SETTING
SEE LANDSCAPE PLANS
IRRIGATION POINT OF CONNECTION. 2"W
1 •"W
C-506
SEE DETAIL
PLACE FIRE HYDRANT
SEE DETAIL
2 •" FLOW BALANCING VALVE*
PLACE 4" RPDCA, REDUCERS &
C-506
SEE DETAIL
BARREL POST TYPE FIRE HYDRANT
TRUCK FILL STATION. PLACE DRY
C-506
SEE DETAIL
BARREL POST TYPE FIRE HYDRANT
TRUCK FILL STATION. PLACE DRY
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
SUBGRADE OF PAVEMENTS AND SLABS
BURY CAUTION TAPE 12" BELOW FG & 6" BELOW
"CAUTION - SERVICE LINE BURIED BELOW".
LOCATOR TAPE AT TOP OF SAND TO BE MARKED:
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.
CENTER
VISITOR INFORMATION
PROPOSED TEMP
W A
T E
R S
Y S
T E
M P
L A
N
FOR CONTINUATION
SEE BLDG PLANS
BLDG SPRINKLER RISER
INFORMATION FOR METER LARGER THAN 1 INCH"
- CALIFORNIA WATER SERVICE COMPANY "NEW CUSTOMER
- CALIFORNIA PLUMBING CODE, 2013
CRITERIA RELEVANT TO THE DESIGN:
PROJECT COSTS.
DEVELOPING THEIR OWN QUANTITIES FOR BIDDING AND
NON-BINDING. THE CONTRACTOR IS RESPONSIBLE FOR
ESITMATED QUANTITIES ARE FOR INFORMATION ONLY AND ARE
ESTIMATED QUANTITY OF TRENCHING: 1030'
"S
D
12"SD
S
D
S
D
S
D
S
D
S
D
4"SD
S
EVE AVE
B A
L B
CORNER MARKER
POSSIBLE PROPERTY
FOUND DESCRIBED PIPE
EVE AVE
C O
C H
CONC
X
R A
M P
LA
KE
IS
ABEL
LA
B
LV
D
M
W
F S
F
S
"W
W
"W
W
W
G
E
U S
UL
U L
UL
U L
U L
U L
UL
U L
U L
UL
U L
U L
U L
U L
US
UL
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L S
S .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
S
S
4"
SS
+0
+0
+0
1+
+0
+0
O H
ELEC
OH ELEC OH ELEC
O H
E
LE
C
O H
E
LE
C
E C
OH ELEC
P R
O P
O S E D
F
IR
E
S T
A T
IO
N
TOTAL INFILTRATION LENGTH: 199'
LEACH FIELD #2
TOTAL INFILTRATION LENGTH: 182'
LEACH FIELD #1
(TYP)
SSCO
NN
0' 30'
SCALE 1"=30'
15' 60'
TABLE H 1.7 "LOCATION OF SEWAGE DISPOSAL SYSTEM
CA PLUMBING CODE
SETBACK REQUIREMENTS
PRESSURE PUBLIC WATER MAIN
DISTRIBUTION BOX
ON-SITE DOMESTIC WATER SERVICE LINE
DISPOSAL FIELD
SEEPAGE PITS OR CESSPOOLS
TREES
STREAMS AND OTHER BODIES OF WATER
WATER SUPPLY WELLS
PROPERTY LINE ADJOINING PRIVATE PROPERTY
BUILDING OR STRUCTURES
FEETFROM PROPOSED DISPOSAL FIELD
MIN HORIZONTAL DISTANCE REQUIRED
C-137
LAK
E
IS
AB
ELLA
B
LV
D
NOTES:
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
SANDY LOAM OR SANDY CLAY
CA. PLUMBING CODE DESCRIPTION:
KERN COUNTY TYPE 3
SOIL TYPE:
FL=603.2
(E) GRADE=604.2'±
S .3
FL=610.50
FG=613.50
FOR CONTINUATION
SEE BLDG PLANS
PLACE 2 WAY SSCO
FL=607.2
FG=610.6
SEPTIC TANK. SEE DETAIL
PLACE 2,000 GAL
6" MIN.
NOTES:
O.D. + 12" MIN.
FINISH GRADE
UNDER PAVEMENT
12" MIN.
NOT UNDER PAVEMENT
SUBGRADE OF PAVEMENTS AND SLABS
BURY CAUTION TAPE 12" BELOW FG & 6" BELOW
"CAUTION - SERVICE LINE BURIED BELOW".
LOCATOR TAPE AT TOP OF SAND TO BE MARKED:
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 -
95% COMPACTION
& BACKFILL
INITIAL BEDDING
95% COMPACTION
BACKFILL
INTERMEDIATE
95% COMPACTION
BACKFILL
INTERMEDIATE
1.
SUBGRADE 95% COMPACTION
CLASS II AB
AC
REPAIR (REPLACE)
SAWCUT FULL DEPTH
IN EXIST. PAVEMENT
PER PLAN
4" SS PIPE TRENCH
C-507
C-507
SEE TRENCH DETAIL
4" LEACH FIELD LATERAL (TYP)
4" SS WITH
C-507
SEE DETAIL
PIPE (TYP)
INSPECTION
C-507
C-507
(TYP)
SEE DETAIL
PLACE SSCO
S E
P T
IC
S
Y S
T E
M P
L A
N
SEE DETAIL
VALVE
PLACE DIVERTER
C-507
BOX (TYP x2). SEE DETAIL
PLACE DISTRIBUTION
FL=604.9
FG=608.60
FL=609.13
FG=612.10
SSCO (TYP)
PROPERTY LINE
5' MIN SETBACK FROM
- KERN COUNTY ENVIRONMENTAL HEALTH REQUIREMENTS
- CALIFORNIA PLUMBING CODE, 2013
CRITERIA RELEVANT TO THE DESIGN:
ESTIMATED QUANTITY OF TRENCHING: 996'
PROJECT COSTS.
DEVELOPING THEIR OWN QUANTITIES FOR BIDDING AND
NON-BINDING. THE CONTRACTOR IS RESPONSIBLE FOR
ESITMATED QUANTITIES ARE FOR INFORMATION ONLY AND ARE
"S
D
12"SD
S
D
S
D
S
D
S
D
S
D
4"SD
S
EVE AVE
B A
L B
CORNER MARKER
POSSIBLE PROPERTY
FOUND DESCRIBED PIPE
EVE AVE
C O
C H
CONC
X
R A
M P
LA
KE
IS
ABEL
LA
B
LV
D
M
W
S
S
4"
SS
F S
F
S
"W
W
"W
W
W
E
U S
UL
U L
UL
U L
U L
U L
UL
U L
U L
UL
U L
U L
U L
U L
US
UL
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
B
C
D
E
F
IL
E N
A M
E
S
IZ
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E K
E -2
-0
C -1
L
G A .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E B
G
O H
ELEC
OH ELEC OH ELEC
O H
E
LE
C
O H
E
LE
C
E C
OH ELEC
P R
O P
O S E D
F
IR
E
S T
A T
IO
N
NN
0' 30'
SCALE 1"=30'
15' 60'
LAK
E
IS
AB
ELLA
B
LV
D
FOR CONTINUATION
SEE BLDG PLANS
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
C-138
25' MIN
TASK BY CONTRACTOR
PERFORMED
BY GAS CO.
PERFORMED
X
X
X
X
X
X
X
X
X
RESPONSIBILITIES
CONTRACTOR / GAS COMPANY
2" MIN.
NOTES:
O.D. + 12" MIN.
FINISH GRADE
UNDER PAVEMENT NOT UNDER PAVEMENT
AC
CLASS II AB
SUBGRADE 95% COMPACTION
24" MIN
SUBGRADE OF PAVEMENTS AND SLABS
BURY CAUTION TAPE 12" BELOW FG & 6" BELOW
"CAUTION - SERVICE LINE BURIED BELOW".
LOCATOR TAPE AT TOP OF SAND TO BE MARKED:
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 -
95% COMPACTION
& BACKFILL
INITIAL BEDDING
95% COMPACTION
BACKFILL
INTERMEDIATE
95% COMPACTION
BACKFILL
INTERMEDIATE
1.
GAS PIPE TRENCH
PLACE TANK
CONST. TANK PAD
COMPLETE BACKFILL
LAY TRACER WIRE
PLACE 6" BACKFILL
PRESSURE TEST
LAY PIPE
PLACE BEDDING
CREATE TRENCH
NO SCALE -
BY GAS COMPANY
SUPPLIED & INSTALLED
TANK TO BE
8'
4'
TANK PAD
TYP EACH CORNER
PLACE EYE BOLT
6"
SEE DETAIL
PROPANE TANK
PLACE 500 GALLON
W/#4 REBAR @ 12" OC EACH WAY
PLACE 4'x8'x6" THICK CONC PAD
G A
S S
Y S
T E
M P
L A
N
FENCE PER DETAIL
8' CHAIN LINK
C504
COMPANY SUPPLIER.
DEPENDING ON SELECTION OF FINAL GAS
CONTRACTOR/GAS COMPANY RESPONSIBILITY MAY VARY
PROJECT COSTS.
DEVELOPING THEIR OWN QUANTITIES FOR BIDDING AND
NON-BINDING. THE CONTRACTOR IS RESPONSIBLE FOR
ESITMATED QUANTITIES ARE FOR INFORMATION ONLY AND ARE
ESTIMATED QUANTITY OF TRENCHING: 200'
"S
D
12"SD
S
D
S
D
S
D
S
D
S
D
4"SD
S
T
C O
C H
LA
KE
IS
ABEL
LA
B
LV
D
LA
KE
IS
A
BEL
LA
B
LV
D
H
IG
H W
A Y
HI
G
HW
AY
M
G
E
U S
UL
U L
UL
U L
U L
U L
UL
U L
U L
UL
U L
U L
U L
U L
US
UL
+7
+7
+0
+0
+0
+0
1+
+0
+0
+0
+0
+0
O H
ELEC
OH ELEC OH ELEC
O H
E
LE
C
O H
E
LE
C
E
C
O H
E L E C
O H
E
LE
C
O H
ELEC
E C
OH ELEC
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
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S A
C R
A M
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T O
C A
B
C
D
E
F
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A M
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S
IZ
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D E
S C
R
IP
T
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N M
A R
K D
A T
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E -2
-0
C -1
E
R O .d g n
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
K E -2
-0
IS
S
U E D
A T
E
C H
E C
K E
D B
Y
S P
E C N
O
P R
O J E
C T N
O
P
/s /J
O H
N C S
C R
O G
G S
A N
S I 'D
O P
E R
E Z
B .O
S T
R O
F F
D R
A W
N B
Y
J S
C R
O G
G S
D E
S
IG
N E
D B
Y
O P
E R
E Z
B .O
S T
R O
F F
SHEET ID
FINAL DESIGN
of Engineers
US Army Corps
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
E N
G
IN
E
S T
A T
L O
C A T
IO
N U
S D
A
F
O R
E S T
S E
R V
N G
T R
IC
T F
E…
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