Engineering Design Center
Standard Drawings 1st Edition -January 2016
1
Golden State Water Company Standard Drawings 1/11/2016 Table of Contents
PART A – STANDARD DRAWINGS Section I – Pipeline Construction
P-1 Typical Utility Location for new construction
P-2 Pipeline Separation Requirements
P-3 Water Pipe Bedding and Trench Backfill
P-4 Trench Repaving
P-5 List of Cities/Counties with Repaving Requirements
P-6 Cutting and Plugging Water Mains
P-7 Trench Plates
P-8 6-inch Standard Wet Barrel Fire Hydrant
P-9 6-inch Standard Dry Barrel Fire Hydrant
P-10 4-inch Flushout – Type 1
P-11 4-inch Blow-off Assembly
P-12 6-inch Blow-off Assembly
P-13 Sampling Station
P-14 1-inch Combination Air Release and Vacuum Relief Valve
P-15 2-inch Combination Air Release and Vacuum Relief Valve
P-16 1-inch Compact Style Combination Air Release and Vacuum Relief Valve
P-17 2-inch Compact Style Combination Air Release and Vacuum Relief Valve
P-18 Standard Thrust Block
P-19 Restraint of Joints for Ductile Iron and PVC Pipe at Tee Connection
P-20 Restraint of Joints for Ductile Iron and PVC Pipe at 90-degree Vertical or Horizontal Bend
P-21 Restraint of Joints for Ductile Iron and PVC Pipe at a Dead End or Each Side of Valve
P-22 Casing for Water Mains
P-23 Tapping Sleeve and Valve
P-24 Cut-in Tee
P-25 Water Service Construction Notes
P-26 1-inch Water Service Connection
P-27 2-inch Water Service Connection
P-28 Typical Meter Box Location
P-29 1-inch Grouped Domestic Service Connection
P-30 Large Meter with Bypass (3-inch to 12-inch Meter)
P-31 Valve Box – Type 1
P-32 Valve Box – Type 3
P-33 Normally Closed Valve Can
P-34 Pressure Regulating Station (with low flow pressure control valve)
P-35 Backflow Prevention Assembly - Overview for Above Ground Installation P-36 Utility Vault Installation P-37 Sealing Pipe Opening thru Vault
P-38 Insulating Flange Kit Materials P-39 90-degree Welded Steel Utility Invert
P-40 90-degree Mechanical Joint D.I.P. Utility Invert
P-41 45-degree Welded Steel Utility Invert
P-42 45-degree Mechanical Joint D.I.P. Utility Invert
P-43 Valve Anchor
2
Section II – Civil and Site Work
C-1 Curb Drain Box
C-2 Adjustable Pipe Support
C-3 Reinforced Concrete Block Wall
C-4 Steel Tube Fence and Gate
C-5 Typical Site Paving
C-6 Concrete Alley Gutter
C-7 Concrete Curb and Curb & Gutter
C-8 Project Information Sign
C-9 Vehicle Barricade
C-10 Typical Fire Hydrant Location
C-11 Blue Pavement Markers for Fire Hydrants
C-12 Paving Around Valves (Not in the Pavement)
C-13 Pipeline Marker Post Installation
C-14 Pole Mounted Light
C-15 Rumble Pad Construction Entrance-Exit (TC-1B)
C-16 Erosion Control Fiber Roll Installation (SC-5)
C-17 Concrete Headwall
C-18 Injection Point/Sample Port Protective Cage
C-19 Local Drainage Structure
PART B – FACILITY DESIGN DRAWINGS
Section III – Pump Stations PS-1 Typical Booster Pump Station Site Plan and Dimensions
PS-2 Standard Pump Station Floor Plan and Piping Plan/Foundation and Roof Framing
PS-3 Typical Pump Station Building and Piping Sections
PS-4 Footing and Foundation Details/ Typical Horizontal & Vertical Lap Splice Reinforcement Details
PS-5 Sill Bolt, Hold Down Anchor and Ledger Splice Details
PS-6 Wall Intersection and Double Joist Nailing
PS-7 Force Transfer Around Wall Opening
PS-8 Plywood Shear Wall Construction
PS-9 Strap Across Opening and Scab Stud Over Bolt
PS-10 Top Plate Splice
PS-11 Horizontal Roof Diaphragm Nailing
PS-12 Roof Framing Details
PS-13 Architectural Views of Pump Building
PS-14 Pump Station Air Flow Schematic
PS-15 Skylight and Enclosure
3
Section IV – Wells
W-1 Water Well Destruction
W-2 Typical Well Site Plan and Dimensions
W-3 Typical Well Construction Cross Section
W-4 Well Pump Base and Pump Connection
W-5 Well Discharge Pipe and Flush Pipe
W-6 Water Quality Sampling and Air Release & Vacuum Valve Assembly
W-7 Pressure Gage and Water Quality Sampling Port
W-8 Chemical Injection Quill and Hose Bib
W-9 Emergency Eye Wash and Shower/Chemical Building Work Table and Analyzers
W-10 Movable Well Building (Up to 200 hp Motor)
W-11 Movable Well Building (250 hp Motor and larger)
W-12 Subbase and Soils Preparation
W-13 Acoustic Well Pump Enclosure
W-14 Floor/Roof Plan and Architectural Views of Disinfection Building – 2 Bay
W-15 Floor/Roof Plan and Architectural Views of Disinfection Building – 3 Bay
W-16 Floor/Roof Plan and Architectural Views of Disinfection Building – 4 Bay
W-17 Floor/Roof Plan and Architectural Views of Disinfection Building – 1 Bay
W-18 Floor/Roof Plan and Architectural Views of Fluoride Injection Building
W-19 Structural Details
W-20 Chemical Building Door and Louver Details
W-21 Chemical Building Signage
W-22 Well Pump Building with Removable Roof and Walls
W-23 Architectural Views of Well Building with Removable Roof
Section V – Water Tanks T-1 Welded Steel Reservoir Typical Site Plan and Section View
T-2 Inlet Connection
T-3 Outlet Connection
T-4 Overflow Pipe
T-5 Large Access Manway with Cleanout
T-6 Overflow/Cleanout Catch Basin and Support Bracket
T-7 36-inch Access Way and Section
T-8 Stairway and Anti-Climb Cage
T-9 Tank Roof Working Area
T-10 Roof Hatch and Interior Ladder
T-11 Interior Ladder Safety Post
T-12 Sealed Flanged Roof Hatch
T-13 Center Roof Vent
T-14 Tank Roof CP Hand Hole Cover
T-15 Reservoir Subdrain Plan
T-16 Water Sampling Connection and Sensing Line Connection/Tank Multiple Sample Ports
T-17 Half Height Water Level Indicator
T-18 Altitude Valve and Vault
T-19 Example of Typical Tank Survey Appurtenance Locations
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BOOSTER PUMP STATION
BPS-3B
B
APS-3A
A
NOTES:
BW-3C
A
-
A
FOUNDATION-PLAN VIEW
ROOF FRAMING-PLAN VIEW
CONSTRUCTION NOTES:
SECTION A
CONSTRUCTION NOTES:
SECTION B
CONSTRUCTION NOTES:
SECTION B
*NOTE:TYPICAL REINFORCED CONCRETE PUMP CAN
(OPTION 1)
TYPICAL REINFORCED CONCRETE PUMP CAN(OPTION 2)
TYPICAL LEDGER SPLICE
TYPICAL SILL BOLT LAYOUT
TYPICAL HOLDOWN ANCHOR
TYP WALL INTERSECTION - PLAN VIEW
CORNER INTERIOR
SHEAR WALL
NON-SHEAR WALL
INTERIOR
TYPICAL DBL JOIST NAILING
TYPICAL STRAP ACROSS OPNG
TYP SCAB AT STUD OVER BOLT
NAILED SPLICE
BOLTED SPLICE
ROOF DIAPHRAGM NAILING
NOTES:
EAST ELEVATION
WEST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
NOTE:
SCHEDULE
AIR FLOW SCHEMATIC
SECTION
PLAN
DETAIL
SKYLIGHT AND ENCLOSURE
NOTES:
TYPICAL WELD-ON TYPECASING CENTRALIZER
TYPICAL WELL CROSSSECTION
SECTION
SECTION
PLAN VIEW
NOTES:
WELL PUMP BASE-SECTION VIEW
WELL PUMP BASE-PLAN VIEW
PUMP ANCHOR
CONSTRUCTION NOTES FOR WELL DISCHARGE PIPE
ABOVE GROUND WATER QUALITY SAMPLING DETAIL
PUMP AIR RELEASE/VACUUM VALVE DETAIL
SECTION A-A
PRESSURE TRANSMITTAL DETAILPRESSURE GAGE AND
WATER QUALITY SAMPLING PORT DETAIL
3/4
HOSE BIBB DETAIL
CHEMICAL INJECTION QUILL DETAIL
CONSTRUCTION NOTES:
VIEW FROM DOOR
AW-10C
A
14'-0"
12'-0
"1'
-0"
1'-0"
1'-0
"
1/2" THICK (MIN) PLYWOODROOF SHEATHING SEENOTE 3
1'-4"
(TYP)
RO
OF
SLO
PE
4:1
2
2x PERIMETERBLOCKING
ROOFRIDGE
6'-0
"
(3) 2x6 OUTRIGGERS@ 1'-4" SPACING(TYP 4)
1'-0"
~
DBL 2x4 TOP PLATEALL AROUND
2x8 CEDAR FASCIAALL AROUND
~
2x6 JOISTS
4x8GIRDER
FW-10E
F
CW-10D
C
BW-10C
B
DW-10D
D
RO
OF
SLO
PE
4:1
2
ROOF PLAN
14'(13' INSIDE)
12'-0
"(1
1' IN
SID
E)
8'R
OLL
UP
DO
OR
4'-0
"S
QU
AR
E
ELECTRICAL PANELFOR PUMP MOTOR WITHLIGHTING AND DUPLEXOUTLET
6"CLEAR
4'-0"
8X12 INCR
3'-7
"3'
-7"14"
B
GW-10F
G
DW-10D
D2
W-10F
CW-10D
C
AW-10C
A
EW-10E
E
1W-10E
2W-10F1
W-10E
12" LR EL
15.5"12" 4"25"13.5±"
SEE STD. DWG W10 FORCONTINUATION
BW-10C
CONSTRUCTION NOTES:
FLOOR PLAN
6'-0
"
SIMPSONHRS12
4x8 GIRDERSIMPSON LCE4EA SIDE
SIMPSON LSTA24OVER JOISTSBLOCK FILLER
4x4 POST
1'-6
"
4'-0"
2x PERIMETERBLOCKING (TYP)
2x6 OUTRIGGER(TYP 6)
~ PLYWOOD SHEATHING
2x8 CEDAR FASCIA
DBL 2x4 TOP PLATE2x4 STUDS @ 16" OC
4x6 LINTEL
DBL 2x4 SILL
(2) 2x4 BEARINGSTUDS EA SIDE
SIMPSONLSTA12 (TYP 4)
16d NAILS (TYP EA SIDE)
SIMPSON HTT4 W/ 5/8"Ø ABW/ 3"x3"x1/4" PLATE ANCHORAT UNDERSIDE OF SILLBEAM (TYP EA SIDE)
EDGE NAILING@ DBL 2x4 TOPPLATE
SIMPSON A34@16" OC(TYP @ PERIMETER
BLOCKING)
~
4x4 POST(EA SIDE)
1/2" EXTERIORGRADE PLYWOOD ONINTERIOR SURFACES
4x8 SILL BEAM
412
2x FIRESTOP @48" OC (MAX)
PLYWOODSHEATHING
2x8 CEDARFASCIA
PLYWOODSHEATHING
4x8 GIRDER
4x4 POST
2x PERIMETERBLOCKING (TYP)
2x6 OUTRIGGER (TYP 6)
SIMPSONLCE4 EA SIDE
~
9'-6
"8'-0"
4x4 FRAMING(TYP EA SIDE)
2x4 STIFFENER(TYP EA CORNER)
4x8 SILL BEAM
DBL 2x4 TOPPLATE
2x4 STUDS @16" OC
FOR TYPICAL SUBGRADEPREPARATION SEE CD SHEETS
~
#4@12"
(3) #5 LONGITREINF T&B
412
1'-6"(TYP)
SIMPSON LSTA24OVER BLOCKING
1'-2
"
(2) #4 (TYP)#4@12" 1'-2"
EA SIDE
4x6 CROSS MEMBER(TYP EA SIDE)
6W-10G
(TYP 4)
9"
#4@12"EA WAY
CURB BEYOND,EA SIDE
5W-10G
(TYP 8)
7W-10G
(TYP 2)
4x12 LINTEL BEAM
SIMPSON HRS12
1'-6
"
7'-5
"
8'-1
1"
W-10A,BBSECTION
W-10A,BASECTION
6x8 SILL BEAM
FOR FLOOR SLAB AND FOOTINGDIMENSIONS SEE W-3D
~
4x8 GIRDER
4x4 POST
2x8 CEDAR FASCIA, (3)16d NAILS @ GIRDER
EDGE NAIL @4x6 LINTEL
PLYWOOD SHEATHINGOVER 2x4 STUDS @ 16" OC
EDGE NAIL @DBL 2x4 SILL
RIGID CASTERWHEELS (TYP 4)
4x4 POST
EDGE NAIL @ 4x12LINTEL
PLYWOOD SHEATHING
SIMPSON A34@16" OC (TYP@ PERIMETER BLOCKING)
2x6 ROOF JOISTSW/ LSU26 HANGER
~
EDGE NAILING @PERIMETER BLOCKING
EDGE NAILING @DBL 2x4 TOP PLATE
1/2" EXT. GRADEPLYWOOD, PAINTED
INTERIOR SURFACES
2x4 W/ 10d@4" (TYP)4x8 SILL BEAM
4x8 SILL BEAM
DBL 2x4 TOPPLATE
2x FIRESTOPS @ 48"OC (MAX)
T1-11 PLYWOODSHEATHINGTRIM
TRIM
1/2" EXT. GRADE PLYWOOD,PAINTED INTERIOR SURFACES
PUMP PEDESTALREINF SIM TO
CURB BEYOND
FOR TYPICAL SUBGRADEPREPARATION SEE PLANS.
CHANNEL TRACK ANDFOOTING BEYOND
W-4-
(4) #6 EA WAY,WELD TO CASING T&B
T/CONDUCTOR(M
IN)2'-0"
4 12"
OPENING FORLOUVERS (TYP 3)
2'-0"
1'-0
"
31 2" 2"
1'-6
"
4x8 GIRDERSIMPSONLSU26 (TYP)
SIMPSONLUS26 (TYP)
SIMPSON H10 (TYP)
EDGE NAILING @PERIMETER BLOCKING
EDGE NAILING@ DBL 2x4TOP PLATE
PLYWOOD SHEATHING
PLYWOOD SHEATHINGOVER 2x4 STUDS
2x6 ROOFJOISTS
EDGE NAILING
2x4 W/ 10d@4"(TYP)
6x8 SILL BEAM(TYP 2)
SIMPSON A34@16"OC (TYP)
SIMPSON LSTA24 OVER JOISTS
BLOCKFILLER
FOR FLOOR SLAB AND FOOTINGDIMENSIONS SEE W-3D
412
~~
SEE NOTE 1
(2) #4 (TYP)#4@12"
FOR TYPICAL SUBGRADEPREPARATION SEE PLANS
1'-6
"
1/4" TEMPEREDMASONITEPEGBOARD @INTERIORSURFACES
W-10A,BDSECTION
W-10A,BCSECTION
1. Side wall construction similar to eachother.
2. Steel hardware shall be hot-dipgalvanized unless otherwise noted.
5"
3"1"
3"
3" 1 1/2"
1-2 1/2"
OPP HAND
2x4 BRACE W/ (6)10d EA END
PLYWOOD WALLSHEATHING
NOTCH 1"
1"(4) 1/2"ØBOLTS
1"
(4) 1/2"Ø BOLTS,COUNTERSUNK@ EXT FACE OFSILL BM
6x8
4x8
~
3W-10F
1'-6"
PLYWOODSHEATHING OVER
2x4 STUDS
EDGE NAILING
GALV C5x6.7 W/ 1/2"ØSTUDS W/ 4" EMBED @
18" OC
EDGE NAILING
2x4 W/ 10d@4"
1/2"EXT. GRADE PLYWOOD,PAINTED
6x8 SILL BEAM
8W-10G
BLDG ANCHORSSEE
FLASHING
ADJACENT GRADESEE PLANS
6"
2'-6
"RIGID CASTERWHEEL
#4 @12" U-BARS
(3) #5 T&B ALLAROUND
#5@12" OC(TYP)1
1
#4@12" EACH WAY
10"
SIMPSONLUS26
SIMPSONH10
2x6OUTRIGGER
SIMPSONA34 ROOF
JOISTS
PLYWOOD ROOFSHEATHING
W-10BESECTION
W-10AFSECTION
W-10B1DETAIL
7 1/
2"
9 1/2"
4 1/
2"1
1/2"
1" 4 1/2"1 1/2"
1/4" GALVPLATE
(4) 1/2"Ø BOLTS,COUNTERSUNK @EXT FACE OF 4x8SILL BEAM1/4" GALV
PLATE
1/41/4
1'-0"
#4@12" U-BARS
(2) #5 T&B
GALV C5x6.7 W/ 1/2"ØSTUDS W/ 4" EMBED @18" OC
3/16L3x3x1/4
ANGLE STOPWELDED AT
TRACK ENDSADJACENT GRADESEE SHEETS C-1AND C-2
2'-6
"
6"
5"
3"1"
3"
3" 1 1/2"
1'-2 9/16"
OPP HAND
2x4 BRACE W/ (6)10d EA END
PLYWOOD WALLSHEATHING
NOTCH 1"
1" (4) 1/2"ØBOLTS
1"
(4) 1/2"Ø BOLTS,COUNTERSUNK@ EXT FACE OFSILL BM
6x8
4x8~
4W-10G
1 1/
2"1
1/2"
1 1/
2"
1 1/
2" 1 1/
2"
2"1"
4 1/
2"1
1/2"
1"
2"3/4"
9 1/2"
4 1/2"
4x8 SILL BM
~
4x6 BRACE
~
4x4 POST
1/4" GALVPLATE
1/4" GALVPLATES
7 1/
2"
1/41/4
1'-3
"
1/2"Ø LAG SCREWS W/ 3"EMBEDMENT PRE-DRILL
HOLES (TYP)
2 3/
4"
1 3/4"
2"
*61.5°
~
(4) 1/2"Ø BOLTS,COUNTERSUNK @EXT FACE OF SILL BM
W-10BGSECTION
W-10B2DETAIL
W-10E3DETAIL
W-10F4DETAIL
7"
8"1 1/
2"
1 1/2"4"
5"5"
PLAN ELEVATION
1 1/
2"(4) 5/8"Ø RODSW/ 5" EPOXYADHESIVEEMBEDMENT
6x8 SILL BEAM
PLACE BOLTS ATCENTERLINE OF6x8, SHORT SLOTHOLESVERTICALLY
8"
2 1/2"
1/4" PLATE(TYP)
RIGID CASTERWHEEL BEYOND
BUILDING CENTERCLPLATE CL WHEEL(2) 5/8"Ø SS
BOLTS
2"x2"x1/4" SS PLWASHER
1 1/
2"
1 1/
2"
1 1/
2"
3/4"
10 1
/2"
3/4"2"1"1 1/2"
1 1/2"
1"1
1/2"
9 1/2"
1 1/
2"
2"
1 3/4"
2"
1 1/
2"
1/4" GALVPLATE
~ 4x4 POST
~
4x6 BRACE
4x4 POST
~
1/2"Ø LAG SCREWSW/ 3" EMBEDMENTPRE-DRILL HOLES(TYP)
3/4" 2" 2" 3/4"
1 1/
2"
1"
2"
8"
5 1/2"
1 1/
4"1 1/
2"3/
4"
3/4"
4x12 BEAM
~
4x4 POST
~
1/4" GALVPLATE, CLIPCORNER4 1/2"x2"
1 1/
2"
1 1/
2"1
1/2"
1"2"
1/4" GALVPLATE
11"
9"
~
4x12 BEAM
~
4x4 POST
~3/4"2"
1 1/2"1 1/2" 3/4"
1 1/
2"3/
4"
1 1/
2"
2"
1 1/2"
2 1/
4"
1 1/
2"
*61.5°
4x6 BRACE
W-10C6DETAIL
W-10C7DETAIL
W-10E8DETAIL
W-10C5DETAIL
1/2" THICK (MIN) PLYWOODROOF SHEATHING SEE NOTE 3
~
18'-0"
14'-0
"1'-4"TYP
DBL 2x4 TOP PLATEALL AROUND
~
2x PERIMETERBLOCKING
RO
OF
SLO
PE
4:1
2R
OO
F S
LOP
E 4
:12
ROOFRIDGE
4x8GIRDER
(3) 2x6OUTRIGGERS @1'-4" SPACING(TYP 4)
2x8 CEDARFASCIA ALLAROUND
1'-0"1'-0"
1'-0
"1'
-0"
CCW-11D
FW-11E
F
AW-11C
A
2x6 JOISTS
D
DW-11D
BW-11C
B
ROOF PLAN
12X16 INCR
GW-11F
G
2W-11F
CW-11D
C
1W-11E
2W-11F1
W-11E
16" LR EL
ELECTRICAL PANELFOR PUMP MOTORWITH LIGHTINGAND DUPLEX OUTLET,SEE SHEET E-7
14'-0
"(1
3' IN
SID
E)
8'-0
"R
OLL
UP
DO
OR
3'-0"CLEAR
1'-4" 1'-2" 1'-4"1'-6"
4'-0
"C
LEA
R4'
-0"
CLE
AR
5'-0CLEAR
5'-0
"S
QU
AR
E
6"CLEAR
18'-0"(17' INSIDE)
E
SEE STD. DWG10 FORCONTINUATION
BW-11C
EW-11E
DW-11D
EW-11C
DA
B
CONSTRUCTION NOTES:
FLOOR PLAN
~
4'-0"4x6 LINTEL
DBL 2x4 SILL
(2) 2x4 BEARINGSTUDS EA SIDE
16d NAILS(TYP EA SIDE)
SIMPSON HTT4 W/5/8"Ø AB W/3"x3"x1/4" PLATEANCHOR ATUNDERSIDE OF SILLBEAM (TYP EA SIDE)4x8 SILL BEAM
4x8 GIRDERSIMPSONLCE4 EA SIDE
SIMPSON LSTA24 OVERJOISTS
BLOCK FILLER6x6 POST
2x PERIMETERBLOCKING (TYP)
2x6 OUTRIGGER (TYP 6)PLYWOODSHEATHING
2x8 CEDARFASCIA
DBL 2x4 TOPPLATE
2x6 STUDS @16" OC
EDGE NAILING @DBL 2x4 TOP PLATE
SIMPSON A34@16" OC(TYP @ PERIMETER
BLOCKING)
412
6'-0
"1'
-6"
SIMPSONHRS12
SIMPSON LSTA12(TYP 4)
6x6 POST(EA SIDE)
1/2" EXTERIORGRADE PLYWOOD
ON INTERIORSURFACES
2x FIRESTOP @ 48" OC(MAX)
~
PLYWOODSHEATHING
2x8 CEDARFASCIA
4x8 GIRDER
4x4 POST 2x PERIMETER BLOCKING (TYP)
2x6 OUTRIGGER(TYP 6)
SIMPSON LCE4 EA SIDE
~
DBL 2x4 TOP PLATE2x4 STUDS @ 16" OC
412
SIMPSON LSTA24 OVERBLOCKING
SIMPSONHRS12
8'-0"
FOR TYPICAL SUBGRADEPREPARATION SEE CDSHEETS
~
#4@12"
(3) #5 LONGIT REINF T&B1'-6"(TYP)
(2) #4 (TYP)#4@12"
9"#4@12"EA WAY
PLYWOODSHEATHING
6x6 FRAMING(TYP EA SIDE)
2x4 STIFFENER(TYP EA CORNER)
6x8 SILL BEAM
6x6 CROSS MEMBER(TYP EA SIDE)
1'-2
"
1'-2"EA SIDE
CURB BEYOND,EA SIDE
5W-11G
(TYP 8)
6W-11G
(TYP 4)
7W-11G
(TYP 2)
4x12 LINTELBEAM
1'-6
"11
'-6"10
'-0"
12'-6
"
120" TALL
W-11A,BBSECTION
W-11A,BASECTION
6x8 SILL BEAM
FOR FLOOR SLAB AND FOOTINGDIMENSIONS SEE W-3D
~
4x8 GIRDER
4x4 POST
2x8 CEDAR FASCIA, (3)16d NAILS @ GIRDER
EDGE NAIL @4x6 LINTEL
PLYWOOD SHEATHINGOVER 2x6 STUDS @ 16" OC
EDGE NAIL @DBL 2x4 SILL
RIGID CASTERWHEELS (TYP 6)
4x4 POST
EDGE NAIL @ 4x12LINTEL
PLYWOOD SHEATHING
SIMPSON A34@16" OC(TYP @ PERIMETER
BLOCKING)
2x6 ROOFJOISTS W/ LSU26
HANGER
~
EDGE NAILING@ PERIMETERBLOCKING
EDGE NAILING @DBL 2x4 TOP PLATE
1/2" EXT. GRADEPLYWOOD, PAINTED
INTERIOR SURFACES
2x4 W/ 10d@4" (TYP)4x8 SILL BEAM
4x8 SILL BEAM
DBL 2x6 TOPPLATE
2x FIRESTOPS @ 48" OC(MAX)
T1-11 PLYWOODSHEATHINGTRIM
TRIM
1/2" EXT. GRADEPLYWOOD, PAINTEDINTERIOR SURFACES
PUMP PEDESTALREINF SIM TO
CURB BEYOND
FOR TYPICAL SUBGRADEPREPARATION SEE PLANS
CHANNEL TRACK ANDFOOTING BEYOND
W-4-
(4) #6 EA WAY,WELD TO CASING T&BT/ CONDUCTOR
(MIN
)2'-0"
4 12"
OPENING FORLOUVERS (TYP 6)
2'-0"
1'-0
"
31 2" 2"
1'-6
"
4x8 GIRDERSIMPSONLSU26 (TYP)
SIMPSONLUS26 (TYP)
SIMPSON H10 (TYP)
EDGE NAILING @PERIMETER BLOCKING
EDGE NAILING @ DBL 2x4TOP PLATE
PLYWOODSHEATHING
PLYWOOD SHEATHINGOVER 2x6 STUDS
2x6 ROOFJOISTS
1/4" TEMPEREDMASONITE PEGBOARD@ INTERIOR SURFACES
EDGE NAILING
2x4 W/10d@4" (TYP)
6x8 SILLBEAM (TYP 2)
SIMPSON A34@16"OC (TYP)
SIMPSON LSTA24 OVER JOISTS
BLOCKFILLER
FOR FLOOR SLAB ANDFOOTING DIMENSIONSSEE W-3D
412
~~
SEE NOTE 1
1'-6
"
5' SQ PUMPBASE
FOR TYPICALSUBGRADEPREPARATIONSEE PLANS
(2) #4 (TYP)#4@12"
W-11A,BDSECTION
W-11A,BCSECTION
5"
3"1"
3"
3" 1 1/2"
1-2 1/2"
OPP HAND
2x6 BRACE W/(6) 10d EA END
PLYWOOD WALLSHEATHING
NOTCH 1"
1"(4) 1/2"ØBOLTS
1"
(4) 1/2"Ø BOLTS,COUNTERSUNK@ EXT FACE OFSILL BM
6x8
4x8~
3W-11F
2'-0"
PLYWOOD SHEATHINGOVER 2x6 STUDS
EDGE NAILING
GALV C5x6.7 W/ 1/2"Ø STUDSW/ 4" EMBED @ 18" OC
EDGE NAILING
2x4 W/ 10d@4"
1/2"EXT. GRADEPLYWOOD, PAINTED
6x8 SILL BEAM
#4 @12" U-BARS
8W-11G
RIGID CASTERWHEEL (6REQ'D)
BLDG ANCHORSSEE
#4@12" EACH WAY
FLASHING
ADJACENT GRADESEE PLANS 6"
2'-6
"
10"
(3) #5 T&B ALLAROUND
#5@12" OC(TYP)1
1
SIMPSONLUS26
SIMPSONH10
2x6OUTRIGGER
SIMPSONA34 ROOF
JOISTS
PLYWOODROOFSHEATHING
W-11BESECTION
W-11AFSECTION
W-11B1DETAIL
7 1/
2"
9 1/2"
4 1/
2"1
1/2"
1" 4 1/2"1 1/2"
1/4" GALVPLATE
(4) 1/2"Ø BOLTS,COUNTERSUNK @EXT FACE OF 4x8SILL BEAM1/4" GALV
PLATE
1/41/4
2'-0"
#4@12" U-BARS
(2) #5 T&B
GALV C5x6.7 W/ 1/2"ØSTUDS W/ 4" EMBED @18" OC
3/16L3x3x1/4
ANGLE STOPWELDED AT
TRACK ENDSADJACENT GRADESEE SHEETS C-1AND C-2
2'-6
"
6"
5"
3"1"
3"
3" 1 1/2"
1'-2 9/16"
OPP HAND
2x6 BRACE W/ (6)10d EA END
PLYWOOD WALLSHEATHING
NOTCH 1"
1" (4) 1/2"ØBOLTS
1"
(4) 1/2"Ø BOLTS,COUNTERSUNK@ EXT FACE OFSILL BM
6x8
4x8~
4W-11F
1 1/
2"1
1/2"
1 1/
2"
1 1/
2" 1 1/
2"
2"1"
4 1/
2"1
1/2"
1"
2"3/4"
9 1/2"
4 1/2"
4x8 SILL BM
~
4x6 BRACE
~
6x6 POST
1/4" GALVPLATE
1/4" GALVPLATES
7 1/
2"
1/41/4
1'-3
"
1/2"Ø LAG SCREWS W/ 3"EMBEDMENT PRE-DRILL
HOLES (TYP)
2 3/
4"
1 3/4"
2"
*61.5°
~
(4) 1/2"Ø BOLTS,COUNTERSUNK @EXT FACE OF SILL BM
W-11BGSECTION
W-11B2DETAIL
W-11E3DETAIL
W-11F4DETAIL
7"
8"1 1/
2"
1 1/2"4"
5"5"
PLAN ELEVATION
1 1/
2"(4) 5/8"Ø RODSW/ 5" EPOXYADHESIVEEMBEDMENT
6x8 SILL BEAM
PLACE BOLTS ATCENTERLINE OF6x8, SHORT SLOTHOLESVERTICALLY
8"
2 1/2"
1/4" PLATE(TYP)
RIGID CASTERWHEEL BEYOND
BUILDING CENTERCLPLATE CL WHEEL(2) 5/8"Ø SS
BOLTS
2"x2"x1/4" SS PLWASHER
1 1/
2"
1 1/
2"
1 1/
2"
3/4"
10 1
/2"
3/4"2"1"1 1/2"
1 1/2"
1"1
1/2"
9 1/2"
1 1/
2"
2"
1 3/4"
2"
1 1/
2"
1/4" GALVPLATE
~ 6x6 POST
~
4x6 BRACE
6x6 POST
~
1/2"Ø LAG SCREWSW/ 3" EMBEDMENTPRE-DRILL HOLES(TYP)
3/4" 2" 2" 3/4"
1 1/
2"
1"
2"
8"
5 1/2"
1 1/
4"1 1/
2"3/
4"
3/4"
4x12 BEAM
~
6x6 POST
~
1/4" GALVPLATE, CLIPCORNER4 1/2"x2"
1 1/
2"
1 1/
2"1
1/2"
1"2"
1/4" GALVPLATE
11"
9"
~
4x12 BEAM
~
6x6 POST
~3/4"2"
1 1/2"1 1/2" 3/4"
1 1/
2"3/
4"
1 1/
2"
2"
1 1/2"
2 1/
4"
1 1/
2"
*61.5°
4x6 BRACE
W-11C6DETAIL
W-11C7DETAIL
W-11E8DETAIL
W-11C5DETAIL
~
~~
SITE GRADING AND PAVING SECTIONWELL BUILDING
AC
OU
STI
C P
UM
P E
NC
LOS
UR
E
AC
OU
STI
C P
UM
P E
NC
LOS
UR
E
ROOM #2ROOM #1
ROOM #2ROOM #1
FLOOR PLAN
ROOF PLAN
ROOM #2 ROOM #1
ROOM #1 ROOM #2
FRONT ELEVATION
REAR ELEVATION
ROOM #3ROOM #2ROOM #1
ROOM #3ROOM #2ROOM #1
FLOOR PLAN
ROOF PLAN
ROOM #1 ROOM #2 ROOM #3
FRONT ELEVATION
REAR ELEVATION
ROOM #3ROOM #2ROOM #1 ROOM #4
ROOM #3ROOM #2ROOM #1 ROOM #4
FLOOR PLAN
ROOF PLAN
ROOM #1 ROOM #2 ROOM #3 ROOM #4
FRONT ELEVATION
REAR ELEVATION
SODIUMHYPOCHLORITE
(NaOCl) CHEMICAL
FLOOR PLAN
ROOF PLAN
FRONT ELEVATION
SIDE ELEVATION
FLOOR PLAN
ROOF PLAN
FRONT ELEVATION
SIDE ELEVATION
DETAIL DETAIL
DETAIL DETAIL
DETAIL DETAIL
DOOR JAMB EXTERIOR DOOR SILL
CURB DETAILCORNER DETAIL
VENT INSTALLATION TRIM SECTION DETAIL
CHEMICAL NAME(TRADE NAME)
CONCENTRATIONCHEMICAL
DESIGNATION
XX X
X
NO SMOKING
CHEMICAL NAME SIGN
HAZARDOUS MATERIALS IDENTIFICATION SIGN
NO SMOKING SIGN
TYPICAL SIGN DETAILS
PLANT NAMESTREET
CITY, STATE, ZIP CODE
GOLDEN STATE WATER COMPANY24-HOUR TELEPHONE NUMBER
1-800-999-4033
SITE ADDRESS SIGN
NOTE:
SODIUM HYPOCHLORITE(HYPOCHLORATESOLUTION) NaOCl
(15% MAX. SOLUTION)DANGEROUS / HAZARDOUS
CHEMICAL
03 0
COR
SODIUM FLUORIDE(FLUORIDE)
NaFDANGEROUS / HAZARDOUS
CHEMICAL
03 0
SODIUM FLOURIDECHEMICAL SIGN
SODIUM HYPOCHLORITECHEMICAL SIGN
HAZARD SIGN
02 0
AQUEOUS AMMONIACHEMICAL SIGN
AQUEOUS AMMONIA(AMMONIA)
NH4OH(50% MAX. SOLUTION)
DANGEROUS / HAZARDOUSCHEMICAL
HAZARD SIGN
HAZARD SIGN
EAST ELEVATION
WEST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
RESERVOIR SECTION
RING FOOTINGSITE GRADING AND PAVING SECTION
TELEMETRY CONDUITWELDED BRACKET DETAIL
SHELL REINFORCING PLATE
SID
E V
IEW
NOTES:
PLAN VIEWINLET PIPING DETAIL
FRONT VIEW
SIDE VIEW
INLET CONNECTION CONSTRUCTION NOTES:
SSIDE VIEW
INLET CONNECTION CONSTRUCTION NOTES:
SID
E V
IEW
PLAN VIEWOUTLET PIPING DETAIL
FRONT VIEW
NOTES:
SIDE VIEW
OUTLET CONNECTION END VIEW
OUTLET CONNECTION CONSTRUCTION NOTES:
OVERFLOW PIPE
STAINLESS STEEL SCREEN DETAIL
NOTES: SECTION A-A
FRONT
PLAN
ELEVATION PLANS
SUPPORT BRACKET DETAIL
(See Note 3)
SECTION A
PLAN
ANTI-CLIMB STAIRWAY CAGE
ANTI-CLIMB STAIRWAY GATE
TIE-OFF ANCHOR DETAIL
NOTES:
INTERNAL LADDERN.T.S.
36" HINGED ROOF HATCH
NOTES:
ROOF HATCH SECTION
NOTE:
SECTION A
PLAN
TOP VIEW
SIDE VIEW
NECK AND OPENING DETAIL
MATERIALS LIST
TANK ROOF CP HAND HOLE COVERAND RUBBER GROMMET
CP HAND HOLE RUBBER GROMMET DETAIL
6" GALVANIZED STEEL ACCESS HOLE COVER
NOTES:
CONSTRUCTION NOTES:
LOCATION OF TANK SAMPLE PORTS ON TANK SHELL
TANK SAMPLE PORT
HALF HEIGHT WATER LEVEL INDICATORN.T.S.NOTES:
INDICATORN.T.S.
INTERIORN.T.S.
ELEVATIONN.T.S.
ALTITUDE VALVE & VAULT
NOTES: