Engineering Design Center Standard Drawings - … STANDARD DRAWINGS 2016 (Fina… · 1 Golden State...

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-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

*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


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@ 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


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



NOTCH 1"

1" (4) 1/2"ØBOLTS

1"


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


2x6 OUTRIGGER (TYP 6)PLYWOODSHEATHING

2x8 CEDARFASCIA

DBL 2x4 TOPPLATE

2x6 STUDS @16" OC



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


~

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


BLOCKING)

2x6 ROOFJOISTS W/ LSU26

HANGER

~

EDGE NAILING@ PERIMETERBLOCKING


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 @ DBL 2x4TOP PLATE

PLYWOODSHEATHING


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


NOTCH 1"

1"(4) 1/2"ØBOLTS

1"


6x8

4x8~

3W-11F

2'-0"


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



NOTCH 1"

1" (4) 1/2"ØBOLTS

1"


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

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

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:

Engineering Design Center Standard Drawings - … STANDARD DRAWINGS 2016 (Fina… · 1 Golden State...

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