B08__A5_Drawing_Details_Supplement.pdf
PDF 3 MB Posted
- Attached to
- Wapato Drop One Water Screens Federal contract opportunity
- Solicitation number
- 140A1625R0017
About this file
These are standard design details for the Wapato Irrigation Project Drop 1 Pumping Plant Water Screens Project, prepared by Jacobs for the Bureau of Indian Affairs. The comprehensive set of technical drawings covers multiple engineering and construction aspects, including:
Key technical details include standard specifications for steel column bases, beam connections, concrete equipment pads, grating support systems, conduit supports, safety boom installations, pedestrian gates, chain link fencing, and pressure instrument mounting. The drawings provide precise dimensional requirements, material specifications, installation instructions, and configuration details for various structural and mechanical components. The project is located in Wapato, Yakima County, Washington, with a contract number of 140A1218D0020/140A1622F0179, and is dated October 2024. The design is marked as "Final Design" and includes standard details for multiple project elements to guide construction and installation processes.
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OWNER:
Bureau of Indian Affairs Wapato Irrigation Project
413 S Camas Avenue Wapato, WA 98951
Phone: 509.877.3155
BUREAU OF
INDIAN AFFAIRS
WAPATO IRRIGATION PROJECT
DROP 1 PUMPING PLANT
WATER SCREENS PROJECT
OCTOBER 2024
BIA CONTRACT NO.
140A1218D0020/140A1622F0179
WAPATO, YAKIMA COUNTY,
WASHINGTON
FINAL DESIGN
STANDARD DETAILS
THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE
APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE
UNIFORM IN EACH DIRECTION.
EXPOSED FACE OF WALL
WATERSTOP
INSIDE OR WATER
SIDE OF WALL
USE CONICAL TYPE
INSERTS EACH FACE
DEPTH OF CONE AS
SPECIFIED, TYP
NOTE:
FILL WITH
REPAIR MATERIAL
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0310-051
FORM SNAP-TIE HOLE
1.
2.
3.
4.
DRIVE IN VINYL PLUG.
SANDBLAST OR MECHANICALLY ROUGHEN WITH ELECTRIC EQUIPMENT.
NOTE:
CONSTRUCTION STEPS:
5.
MECHANICALLY
ROUGHEN OR
SANDBLAST
TAPER-TIE HOLE
SURFACES
DRYPACK
DRY SIDE
COAT HOLE WITH
BONDING AGENT
EXTERIOR (DRY SIDE)
FACE OF WALL
INTERIOR (WATER
SIDE) FACE OF WALL
DRYPACK
WATER SIDE
DRIVE IN VINYL PLUG,
SIZE OF PLUG AS
REQD TO FIT TIGHT
AT CENTER OF WALL
MINIMUM HOLE DIAMETER AT EXTERIOR FACE = 1". TAPER HOLE SO THAT MINIMUM
HOLE DIAMETER AT INTERIOR FACE = 1 1/4"
USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED.
COAT HOLE ON WATER SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY,
DRYPACK.
COAT HOLE ON DRY SIDE OF PLUG AND WHILE BONDING AGENT IS TACKY,
DRYPACK.
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0310-052
ALTERNATE FORM TIE-THROUGH BOLT
1.5
NOTE:
WHEN ANCHORAGE OF EQUIPMENT
TO PAD IS REQUIRED, USE CONCRETE
ANCHORS SPECIFIED.
4" 6" M
IN
6"
MIN
6" M
IN
6" MIN, TYP UNLESS
NOTED OTHERWISE
ON PLANS
#5@12" EW AT 2"
CLR FROM TOP SURFACE
#5 CONT
FINISH
GRADE
CONCRETE
ANCHORS,
SEE NOTE
EQUIPMENT
3/4"
CHAMFER,
TYP
THICKENED
EDGE OF SLAB
ALL AROUND
TYPE 'G'
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0330-056
CONCRETE EQUIPMENT PAD - TYPE 'G'
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0330-107
BUILT UP SECTION DETAIL
EXISTING FACE OF PIER.
ROUGHEN SURFACE TO
8" AMPLITUDE
4'-2"
VF
5' -1
FV
2'-0"
FV
2" CLR
TYP
#5@12" OC MAX EF.
DRILL AND EPOXY WITH
10" MIN EMBED, SEE SPEC
SECTION 03 63 00
CONCRETE DOWELING EXST FACE
OF PIER
EXST EMBED
ANGLE
SECTION
6"
MIN
6"
MIN
SAWCUT 11
2" AND
CHIP OUT EXISTING
CONCRETE
SAWCUT 11
2" AND CHIP
OUT EXISTING CONCRETE
0330-056SEE
TYPE GS-3 AT
WALL, TYP
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0330-108
WALL EXTENSION
2'-0"
FV
MATCH EXISTING
2'-0"± CONCRETE
PIER WALL WIDTH
METAL GRATING,
SEE PLAN AND
DETAIL 0553-001
VA
R
IE
S, S
EE
SE
C
TI
O
N B
/S S-
TOC TO MATCH
EXISTING CONCRETE
BEAM TOC
EXISTING
CONCRETE WALL
TOC, FIELD VERIFY
W8 BEAM, SEE
PLAN
NEW CONCRETE
PIER WALL
EXTENSION
EXISTING EMBED
ANGLE, FIELD
VERIFY SIZE
FACE OF NEW
WALL EXTENSION
TO MATCH FACE
OF EXISTING
CONCRETE PIER
WALL EXISTING CONCRETE
PIER WALL
EXISTING
CONCRETE
WALL
#5@24" OC MAX EW
ADHESIVE DOWELS x
6" MIN EMBED
0512-056
NOTE:
ROUGHEN FACE OF EXISTING CONCRETE WALL PRIOR
TO PLACEMENT OF NEW CONCRETE WALL EXTENSION.
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0330-109
WALL EXTENSION
2'-0"
FV
MATCH EXISTING
CONCRETE
PIER WALL WIDTH
VA
R
IE
S, S
EE
SE
C
TI
O
N B
/S S-
TOC TO MATCH
EXISTING CONCRETE
BEAM TOC
W8 BEAM, SEE
PLAN
NEW CONCRETE
PIER WALL
EXTENSION
EXISTING EMBED
ANGLE, FIELD
VERIFY SIZE
EXISTING CONCRETE
PIER WALL
EXISTING
CONCRETE
WALL
#5@24" OC
MAX EW
ADHESIVE
DOWELS x 6"
MIN EMBED
EXISTING CONCRETE
SLAB
EXISTING
CONCRETE WALL
TOC, FIELD VERIFY
FACE OF NEW
WALL EXTENSION
TO MATCH FACE
OF EXISTING
CONCRETE PIER
WALL
0512-056
METAL GRATING,
SEE PLAN AND
DETAIL 0553-001
NOTE:
ROUGHEN FACE OF EXISTING CONCRETE WALL PRIOR
TO PLACEMENT OF NEW CONCRETE WALL EXTENSION.
1/
2"
M
IN
M
IN
TYP TYP
"t" S
EE
"t" S
EE
1/ 4"
COL + 5" MIN
C O
L
5"
COL + 1"
1 1/2" 1 1/2"
UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH LEVELING
NUTS AND 1'-0" MINIMUM EMBED AND BASEPLATES SHALL BE CENTERED ON COLUMN.
WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM WELD SIZE
SHALL BE 3/16" FILLET FOR MATERIAL THICKNESSES UP TO AND INCLUDING 1/2", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4", AND 5/16" FILLET FOR MATERIAL THICKNESSES OVER
3/4". ALL WELDS SHALL BE SINGLE-PASS WELDS.
1.
2.
PL
AN
S (3
/4 " U
N O
PL
AN
S (3
/4 " U
N O
SEE
NOTE 2
SEE
NOTE 2
M
IN
TY
P
C O
L
1" O
R
AB
S
PG
3"
W H
IC
H
EV
ER
IS
G
R
EA
TE
R
PLANPLAN
ELEVATION
TYPE A
ELEVATION
TYPE BNOTES:
ANCHOR
BOLTS
1 1/2" NON-SHRINK GROUT
AS SPECD, ROUND CORNERS
W/ 3/4" RADIUS TOOL
W OR HSS
COLUMN
ANCHOR
BOLTS
W OR HSS
COLUMN
W COLUMNW COLUMN
2 1/2" FOR
W10 COLUMN,
3 1/2" FOR
W12 COLUMN,
4" FOR W14
COLUMN
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-001
COLUMN BASE - STEEL
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-002
TRAVELING SCREEN SUPPORT FRAMING BASE PLATE
1/4
3 4" ADHESIVE
ANCHOR BOLT x 6"
EMBED. PROVIDE
LONG SLOTTED HOLE
EQ
EQ
2' -0
4"
TYP 1/4
TYP
2-6
0'-1 1/2"
1/ 2"
2"
1/
2"
TY
P 1"
1'-8" AT TYP PIER
1'-6" AT MOST EASTERLY AND
MOST WESTERLY PIERS
PLAN
ELEVATION
2" NON-SHRINK
GROUT AS SPEC'D
PL 3 4"x11 2"x2'-8"
CHANNEL SECTION, SEE
PLAN AND DETAIL .
1 1/2"
2'-8" PL 3 4"x24"x2'-8"
0553-008
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-003
TRAVELING SCREEN END WALL BASE PLATE
1/4
2"
2"
1 1/2"
NEW CONCRETE WALL
EXTENSION, SEE PLAN
AND SECTION B/SS-301
PL 3 4"x9"x0'-4"
L3 ANGLE, SEE
SECTION B/SS-301
3 4" ADHESIVE
ANCHOR BOLT x 6"
EMBED. PROVIDE
LONG SLOTTED HOLE
EXISTING
CONCRETE SLAB
ELEVATION
2"
TRAVELING SCREEN
CHANNEL FRAMING
NEW CONCRETE WALL
EXTENSION, NOT
SHOWN FOR CLARITY
12-15 8-10
NOTES:
LE
N
G
TH
SE
E
SC
H
ED
2 1/2"
COMMENTS
3/4" 3/4"
0'-8 1/2" 0'-5 1/2"
3" 3"
STD
GAGE
5/16" x REQD DOUBLE
ANGLE, TYP UON
1 1/2" 1 1/2"
2 1/2" MAX
MINMIN
CL BOLTS
1 1/4"
MIN,
T&B
1" MIN (1 1/8" MIN
FOR 7/8" DIA BOLTS)
A325N BOLTS, TYP UON
NOMINAL BEAM
DEPTH, INCHES
ROWS OF
BOLTS
1 1/4" MIN AT
COPED BEAM
FLANGE (1 5/16"
FOR 7/8" DIA
BOLTS)
COPE FLANGE AS
REQD FOR PROPER
INSTALLATION
BOLT DIA,
INCHES
DOUBLE ANGLE,
LENGTH, INCHES
SEE
NOTE 3
SUPPORTING
STEEL BEAM
OR COLUMN
ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS
SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER.
PROVIDE ADDITIONAL 1 1/2" LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT
CONNECTIONS WHEN REQUIRED OR USED.
DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION.
1.
2.
3.
SUPPORTED
STEEL BEAM
6x4x5/16, 6" LEG
SHALL HAVE 1 ROW
OF 2 BOLTS AT
SUPPORTED BEAM
WEB
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-020
TYPICAL BEAM CONNECTION - STEEL
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-043
CAP PLATE DETAIL
WF BEAM,
SEE PLAN
(4) 3 4" A325N
BOLTS
WF
COLUMN,
SEE PLAN
8"x6"x3"
STIFFENER EACH
SIDE OF COLUMN
1"
TYP
6"
2"xCOL+1"
CAP PLATE
1/4
SECTION A-A
1/4
6"
A
A
WF BEAM,
SEE PLAN
7" MIN
EMBED
3"3"
4"
TYP
6"
TY
P
3 1/2"
1 1/4"
1/
4"
TY
P
BE
AM
D
EP
TH
S
8" O
R
0"
1/
2"
3"
6"
MIN
1/
2" 6" M
IN
M
IN
, S
EE
N O
TE
L4x3 1/2x3/8x0'-8 1/2"
W/ 4 - 3/4" DIA SST
ADHESIVE ANCHORS
CLIP BOTTOM OF
ANGLE 3"@45°
STEEL BEAM
2 - 3/4" DIA A325N BOLTS
(PROVIDE SHORT HORIZONTAL
SLOTTED HOLES IN BEAM WEB)
EXISTING
CONCRETE
WALL OR BEAM
COPE BOTTOM
FLANGE
FOR BEAM
INSTALLATION
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-056
BEAM / WALL CONNECTION - STEEL
DETAIL 1 OF 2
7" MIN
EMBED
3"3" 6"
3 1/2"
1 1/4"
TY
P
TY
P
1/ 4"
TYP
4"
6"
BE
AM
D
EP
TH
3"
3"
M
IN6"
1/
2"
6"
MIN
M
IN
, S
EE
N O
TE
L4x3 1/2x3/8x1'-2 1/2"
W/ 6 - 3/4" DIA
SST ADHESIVE
ANCHORS
NOTES:
1. 3" DIMENSION TYPICAL EXCEPT 2 1/2" FOR 5" BEAMS AND 2" FOR 4" BEAMS.
2. DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR
INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION WITH GROUND
PENETRATING RADAR OR OTHER ACCEPTABLE MEANS. ADD LENGTH TO CLIP ANGLES AS
REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE MAINTAINING SPACING
AND EDGE DISTANCE AS SHOWN.
3. WHERE BOTH ENDS OF BEAM ARE ATTACHED TO A WALL, PROVIDE LONG HORIZONTALLY
SLOTTED HOLES IN BEAM WEB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 12 TURN,
AND LOCK WITH DOUBLE NUT.
STEEL
BEAM
COPE BOTTOM
FLANGE FOR BEAM
INSTALLATION
CLIP BOTTOM OF
ANGLE 3"@45°
3 - 3/4" DIA A325N
BOLTS (PROVIDE
SHORT HORIZONTAL
SLOTTED HOLES
IN BEAM WEB)
EXISTING
CONCRETE
WALL OR BEAM
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0512-056
BEAM / WALL CONNECTION - STEEL
DETAIL 2 OF 2
GS-2 - ONE SIDED
MIN BEARING
DIMENSION,
SEE GRATING
GENERAL NOTE 11
GS-1
GS-2 - TWO SIDED
MIN BEARING
DIMENSION, SEE
GRATING GENERAL NOTE 11
GRATING
THICKNESS
GRATING
THICKNESS
1/4" PL WELDED AT OPEN
ENDED SUPPORTS, TYP
BEARING BAR
SUPPORTING BEAM,
FOR SIZE AND END
CONDITIONS, SEE PLAN
SUPPORTING BEAM,
FOR SIZE AND END
CONDITIONS, SEE PLAN
GRATING
BEARING BAR
EXTEND GRATING
TO FAR SIDE OF
BEAM FLANGE
GRATING
BEARING BAR
GRATING
ATTACH GRATING TO
EMBEDDED ANGLE WITH
WELDED THREADED STUD
AND CLAMP AS SPECIFIED
BANDING BAR
TRIM 1/4" THICK
VERTICAL LEG
AS REQD FOR
GRATING THICKNESS
3/8"x6" ANCHORS
@ 1'-6" CENTERS
ATTACH GRATING
TO BEAM WITH
CLAMP AS SPECIFIED
ATTACH GRATING
TO BEAM WITH
CLAMP AS SPECIFIED
GRATING
THICKNESS
1/4"
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-001
STANDARD GRATING
DETAIL 1 OF 4
GS-3
GRATING
THICKNESS
MIN BEARING
DIMENSION, SEE GRATING
GENERAL NOTE 11
BEARING BAR
GRATING
EQUIPMENT OPENINGS
ATTACH GRATING TO ANGLE
WITH CLAMP AS SPECIFIED
EQPT
OPNG
GRATING
1/4" BAR TOE STOP
ALL AROUND OPENINGS,
WELD TO GRATING
L3"x3"x1/4"
1/
2"
5/8" ADHESIVE
ANCHORS EQUALLY
SPACED @ 1'-6"
CENTERS MAX, 6"
MIN EMBEDMENT
GS-3 SPECIFIC NOTES:
A. USE GS-3 ONLY FOR LIGHT DUTY GRATING, TYPE 'A'.
B. INSTALL ANCHORS MAXIMUM 4" FROM EACH END.
C. WHEN ANCHOR IS WITHIN 4" OF A CONCRETE EDGE, UTILIZE
MANUFACTURER'S LOW-TORQUE INSTALLATION PROCEDURES.
4"
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-001
DETAIL 2 OF 4
GRATING GENERAL NOTES:
1. GRATING SHALL BE SERRATED 2" MEDIUM DUTY GRATING UNLESS OTHERWISE
NOTED ON DRAWINGS.
2. GRATING SPAN IS INDICATED BY , SEE PLAN.
3. INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 3'-0" IN WIDTH OR WEIGH
MORE THAN 150 POUNDS, UNLESS INDICATED OTHERWISE, FOR TYPES 'A' & 'B'
GRATING.
4. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED TO THE
ENGINEER PRIOR TO FABRICATION.
5. MATERIAL FOR SUPPORTS GRATING TO BE SAME AS GRATING, EXCEPT METAL
SUPPORTS THAT ARE TO BE EMBEDDED IN CONCRETE SHALL BE TYPE 316
STAINLESS STEEL.
6. UNLESS NOTED OTHERWISE ON PLANS, GRATING THICKNESS SHALL BE AS
TABULATED IN "GRATING THICKNESS TABLE" FOR APPLICABLE GRATING TYPE.
7. BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM. SEE
SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS.
8. BAND ALL EDGES. MATCH DEPTH OF BEARING BAR.
9. TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR AS SPECIFIED. THIS
STANDARD DETAIL INCLUDES 2 TYPES, ALTHOUGH BOTH MAY NOT BE INCLUDED
IN PROJECT.
10. THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND GRATING SUPPORTS
SHALL NOT BE LESS THAN 1/4" NOR GREATER THAN 1/2" AND AS SPECIFIED.
11. MINIMUM BEARING HORIZONTAL DIMENSION = 1" FOR GRATING DEPTH 2 1/4" OR
LESS. MINIMUM BEARING HORIZONTAL DIMENSION = 2" FOR GRATING DEPTH
GREATER THAN 2 1/4"
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-001
DETAIL 3 OF 4
2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0"
STEEL
TYPE 'B'
(500 PSF)
GRATING THICKNESS TABLE
< 2'-0" 1" 1"
1 1/4" 1 1/4" 1 1/2" 1 3/4" 1 3/4"
5'-6" 6'-0" 2 1/4" 6'-6" 2 1/2"
2"
MAXIMUM
SPAN
MEDIUM DUTY GRATING
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-001
DETAIL 4 OF 4
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-004
GRATING SUPPORT DETAIL
8" SST ADHESIVE
ANCHORS x 6" MIN
EMBED, SPACED
@ 1'-6" MAX
EXISTING
CONCRETE BEAM
NEW GRATING
BP 3"x6"x1 4"xCONT
(LLV) GALVANIZED
STEEL, TYP
BETWEEN PIERS
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-007
CONVEYOR LEG SUPPORT CHAIR
NOTES
1. COORDINATE CHAIR LOCATIONS WITH DEBRIS CONVEYOR SUBMITTAL.
2. HOT DIP GALVANIZE BEAM SECTIONS AFTER CHAIR INSTALLATION.
WT TO W
BEAM, TYP
BOLT HOLES AS REQ'D
FOR APPLICATION
CL
CHAIR
DEBRIS CONVEYOR LEG
NOT SHOWN FOR CLARITY
4" PL EA SIDEPL TO WT3
AND W
BEAM, TYP
WT3x10x0'-6"
1/4"
TYP
2"
TYP
GALV STEEL GRATING,
NOTCH GRATING AT 14" PLS
W BEAM FRAMING,
SEE PLAN
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-008
TRAVELING SCREEN SUPPORT FRAMING
1/4
1'-8" AT TYP PIER
1'-6" AT MOST EASTERLY
AND MOST WESTERLY
PIERS
L 3x3x1 4xREQ'D
@ 2'-0"
BP 14xREQ'D
C12x30 C12x30
TYP
2"
TYP
2-6
STEEL COVER PLATE
AS SPECIFIED
TRAVELING WATER SCREEN
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-009
HINGED GRATING DETAIL
PLAN
SECTION
1"
BANDING ON
GRATING
BANDING ON
GRATING
4" RADIUS
4" RADIUS
8" PLATE
8" PL, TYP
OF TWO
WF BEAM,
SEE PLAN
DIVIDER
PLATE
8"x11
2"xREQD LENGTH
DIVIDER PLATE
BANDING ON ADJACENT
STATIONARY GRATING
SERRATED GRATING
HINGED
GRATING
SWING ANGLE
DIVIDER PLATE
CONTINUOUS AT
HINGED GRATING
2x LUMBER GAP
FILLER, LOOSE,
TYP ES OF BOLT
2" DIA GALV
A307 BOLT
OPENED
POSITION OF
HINGED GRATING
1/
2"
2"1"
1 1/4"
3/ 4"
BANDING ON
GRATING
ADJACENT STATIONARY
GRATING, TYP
NOTES:
1. PROVIDE 2 HINGE CONNECTIONS PER GRATING PANEL.
2. SEE PLAN FOR NUMBER OF PANELS IN EACH BAY.
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
0553-010
TRASH RACK PANEL MODIFICATION DETAIL
NOTES:
1. MODIFY EXISTING TRASH RACK PANELS TO FIT UNDER NEW
GRATING AND SUPPORT CONDITION AS DESCRIBED HEREIN. SEE
0553-004 FOR NEW GRATING SUPPORT CONDITION.
2. VERIFY DEPTH OF EXISTING TOP OF TRASH RACK PANEL TO BE
REMOVED AS DESCRIBED IN NOTE 1.
3. GRIND NOTCH IN BOTTOM OF FLAT BAR PANEL RIBS TO
ACCOMMODATE NEW SUPPORT PLATE.
4. WELD NEW SUPPORT PLATE TO EACH PANEL RIB.
5. REMOVE TOP OF RIBS AS INDICATED IN NOTE 1.
NO
TE
EXST FLAT BAR
PANEL RIB @ 3"
NOMINAL SPACING
NEW SUPPORT PL
4" x 3" x (PANEL
WIDTH + 12")
EXST THROUGH
ROD ASSEMBLY
AT TOP OF PANEL
TYP 1
4" 2" MIN
SIZE AS SCHEDULED
SI
ZE
A S
SC
H
ED
U
LE
D
RED
WHITE
BLACK
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
1014-001
DANGER SIGN
GOVERNMENT
PROPERTY
NO
TRESPASSING
3" 1 1/
TY
P.
3/ 4"
, T
YP
3" 3"
1/
8"
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
1014-004
GOVERNMENT PROPERTY / NO TRESPASSING SIGN
TYP3/16
3/16
NON-SHRINK GROUT
1/2" RADIUS, TYP
10", TYP
1 1/4", TYP
1/2" ALUMINUM
PLATE
SECTION
NOTES:
PROVIDE DISIMILAR MATERIAL
PROTECTION AS SPECIFIED
ALUMINUM CHANNEL (MIN 6x3.00)
LENGTH PER EQUIPMENT REQUIREMENTS
NOTE 4
6'
M
AX
CONCRETE 1/2" MIN STAINLESS STEEL CONCRETE
ANCHORS OR ANCHOR BOLTS
WITH LEVELING NUTS,
(TYP OF 4 EACH BASE)
USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHER AND SPLIT
LOCK WASHER UNDER ALL NUTS.
MINIMUM COMPONENT AND CONNECTION SIZES SHOWN. FURNISH LARGER SIZES
AS REQUIRED BY CALCULATIONS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
WIDTH AS REQUIRED BY CALCULATIONS FOR REQUIRED ENCLOSURE OR PANEL
MOUNTING. PROVIDE ADDITIONAL VERTICAL SUPPORTS WITH ANCHORING WHERE
REQUIRED BY CALCULATIONS.
1.
2.
3.
4.
ENCLOSURE FOR PANEL
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
2605-008
DEVICE MOUNTING, EQUIPMENT PEDESTAL
CONDUIT
CONDUIT
CLAMP
WALL OR
COLUMN
CONCRETE
ANCHOR
FORMED
STEEL CHANNEL
NOTES:
SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
1.
2.
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
2605-017
CONDUIT SUPPORT ON STRUCTURE
THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED
BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE
WITH THIS DETAIL.
GROUND WIRE
EQUIPMENT
ENCLOSURE
METAL
CONDUIT
GROUNDING
BUSHING
NOTES:
1.
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
2605-203
CONDUIT GROUNDING
"D"
COMPACTED
EARTH
BACKFILL
1'-2" MIN
(2-DUCTS)
8" MIN
(1-DUCT)
2"
MIN
2"
MIN
D = 3" MIN FOR 2" AND
LARGER CONDUIT
D = 2" MIN FOR 1 1/2" AND
SMALLER CONDUIT
" M
IN
V O
LT
S)
FINISH
GRADE
SEE TRENCH AC
TOPPING DETAIL
(IF APPLICABLE)
COMPACTED
BEDDING AND
PIPE ZONE
MATERIAL
PLASTIC, MAGNETIC
3" WIDE DETECTABLE
TAPE
3" M
IN
3" M
IN
CONDUIT, SIZE AND QUANTITY
AS SHOWN ON DRAWINGS.
PROVIDE HORIZONTAL
SEPARATION OF DISTANCE “D”
BETWEEN ADJACENT
CONDUIT IN SHARED TRENCH
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
2605-423
TRENCH AND CONDUIT PLACEMENT
"L"
DIAMETER
MAX POLE
HEIGHT DIAMETER
2"
3"
HOOP BARSVERTICAL
BARS
2" CLR
15'-0" 2'-0" 5'-0" 8 #5 #4@12"
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
2656-216
SITE AREA LIGHT POLE FOOTING
NOTES:
1. USE STAINLESS STEEL NUTS AND LOCKWASHERS.
2. INSTALL TWO CONDUITS (MINIMUM) PER POLE.
3. INSTALL CENTERLINE OF POLE 3'-0" BEHIND THE FACE OF THE CURB.
4. CONDUITS SHALL BE STUBBED UP TO WITHIN SIX INCHES OF THE POLE HANDHOLE.
5. COORDINATE WITH SITE PLANS FOR PROPER ORIENTATION OF POLE.
ANCHOR BOLTS (4 MIN)
AND BOLT CIRCLE AS
REQUIRED BY POLE
MANUFACTURER. NUTS
TOP AND BOTTOM FOR
LEVELING
ADDITIONAL
HOOP BAR
#6 GROUND TO
FIXTURE POLE
SEE TABLE FOR HOOP
BARS AND SPACING
SEE TABLE FOR VERTICAL
REINFORCING BARS
(EQUALLY SPACED
RADIALLY)
GROUND ROD
THERMAL
WELD
"L
DEPTH OF
FOUNDATION
BASED ON
POLE HEIGHT,
SEE TABLE
COMPACTED
GRANULAR FILL OR
UNDISTURBED EARTH
FINISHED GRADE
M
IN
NEW SURFACING, OR
SURFACE RESTORATION,
SEE PLANS
TRENCH BACKFILL
ABOVE PIPE ZONE
PIPE OUTSIDE DIAMETER
PIPE BEDDING MATERIAL
TRENCH STABILIZATION
WHERE REQUIRED
DEPTH OF COVER
PIPE ZONE
1.
2.
3.
4.
5.
6.
7.
8.
9. MINIMUM WIDTH =
PIPE OD + 1'-6"
MARKING TAPE AS
SPECIFIED
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3123-110
TYPICAL TRENCH
1.
2.
3.
4.
5.
ADDITION GRAVEL SHALL
BE ADDED PERIODICALLY
TO MAINTAIN PROPER
FUNCTION OF THE PAD.
REMOVE GRAVEL
ENTRANCE AND REPLACE
WITH NEW BASE COURSE
PRIOR TO COMPLETION
OF ACCESS ROAD.
A.
B.
4" M
IN 8"
M
IN
X'
50' MIN
1 2
2 3
EXISTING PAVEMENT
OR APPROVED
ACCESS POINT.
25' R, MIN.
CLEAN PIT RUN OR
2 1/2" MINUS GRAVEL
(OR LARGER IF
REQUIRED).
FREE DRAINING
EXCAVATED MATERIAL.
GEOTEXTILE, IF
SPECIFIED.
NOTES:
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3125-130
GRAVEL CONSTRUCTION ENTRANCE
NOTES:
5' -0
2'
-6
2' -6
6"
6"
6"
2' -6
6"
5' -0
ANGLE BOTH ENDS
OF FILTER FABRIC
FENCE TO ASSURE
SOIL IS TRAPPED
INTERLOCKED 2"x4"
POSTS AND ATTACH
FILTER FABRIC
MATERIAL
1.
2.
3.
NEWLY GRADED
OR DISTURBED
SLOPE
USE STITCHED LOOPS
OVER 2"x4" POSTS
4.
5.
6.
7.
PLAN
ELEVATION
6' MAXIMUM
SPACING
FILTER FABRIC
MATERIAL,
36" WIDE ROLLS
PROVIDE BASE
COURSE BACKFILL IN
TRENCH
NOTES:
A. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY
BELOW FINISHED GRADE.
B. 2"x4" DOUGLAS FIR OR STEEL FENCE POSTS.
C. STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF
SLOPE.
D. COMPACT ALL AREAS OF FILTER FABRIC TRENCH.
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3125-165
SILT FENCE
4"AGGREGATE
BASE COURSE
PREPARED
SUBGRADE
FINISH GRADE
GRAVEL SURFACING
COURSE
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3215-260
GRAVEL SURFACING
FE
N
C E
LE
G
EN
D
EX
AM
PL
ES
ST
EE
L
PO
ST
S
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ED
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1.
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1.
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.D
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5" x
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.2 5"
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T
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L
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ED
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LL
P O
ST
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W G
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LI
D
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LD
ED
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ER
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W
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D O
R A
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R
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D C
LA
M
P-
TY
PE
F
IT
TI
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O F
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PP
ER
3/ 4"
D
IA
. C O
PP
ER
-C
LA
D
ST
EE
L
G R
O U
N D
R O
D
EN
D
S
TW
IS
TE
D A
T
LE
AS
T
TH
R
EE
F
U
LL
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S
D O
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BL
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AI
L
EN
D
3/ 8"
P
LA
IN
P
IN
R
IV
ET
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FL
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SH
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C
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SI
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6"
STANDARD
HEIGHT 8'
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3231-410
CHAIN LINK FENCE
C
LE
AR
1/ 2"
2" M
IN
4'-0"
2' -1
0"
2 1/4"
LATCH CLEAR
2"
FINISH GRADE
GATE
POST, TYP
16" DIA
CONCRETE, TYP
BRACE, TYP
LOCK KEEPER
AND GUILD ALL
PEDESTRIAN
GATES
TENSION WIRE
STRETCHER BAR
STRETCHER
BAR BANDS
2" CHAIN LINK FABRIC
M
IN
TY
P
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3231-420
PEDESTRIAN GATE
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3471-850
SAFETY BOOM DETAIL
SPACE
EVENLY
APPROX 10'
(TYP)
OVAL 24" DIA X 36", 1/2" STEEL ROD
WITH SWIVEL EYE: LONG TUFFBOOM
SAFETY FLOAT OR APPROVED
EQUIVALENT (8 FLOATS)
SAFETY BOOM PARTIAL PLAN
NTS
OVAL 24" X 36", 1/2" STEEL ROD
WITH SWIVEL EYE MINIMUM 385 LBS
SUBMERGENCE BUOYANCY, MAX
FLOAT WEIGHT 55 LBS
1/2" X 10' LONG STAINLESS STEEL WIRE ROPE
SLINGS (9) WITH SINGLE LEG EYE THIMBLE &
EYE THIMBLE (RATED FOR MINIMUM 5 TON
CAPACITY) OR APPROVED EQUAL
3'-0"
CONNECT ALL SAFETY
FLOATS TO WIRE ROPE
SLINGS USING MINIMUM 1"
GALVANIZED SCREW PIN
SHACKLE (SIMILAR TO
ANCHOR SHACKLE
SHOWN ON DETAIL
3471-851 )
3.
0'
0.
5'
1.
0'
MIN
3.0'
DIA
3' LONG x 3' DIA SONA TUBE, REMOVE AFTER CONCRETE
HAS MIN 7 DAY CURE
8" DIA SCH 40 GALV PIPE FILLED W/ CONC
W/ SCH 40 GALV END CAP
OVAL 24" DIA x 36", 1/2"
STEEL ROD WITH SWIVEL
EYE: LONG TUFFBOOM
SAFETY FLOAT OR
APPROVED EQUIVALENT
(8 FLOATS)
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
3471-851
SAFETY BOOM ANCHOR
0.
5'
0.83" 2.38"
1.00"2.63"
3.
1.
5"
ANCHOR SHACKLE DETAIL
1" GALVANIZED SCREW PIN
ANCHOR SHACKLE (SEE BELOW)
DRILL 2 14" HOLE
6"x6x5
8 " PL
4"
M
IN
.0
COAT PORTION OF GALVANIZED STEEL PIPE
THAT WILL BE EMBEDDED IN CONCRETE WITH
EPOXY-BASED PRIMER. EXTEND COATING 1 INCH
ABOVE TOP OF THE CONCRETE
TEST TAP / DRAIN PORT
NOTE 1
SEE DETAIL
4091-305 4091-305
4091-305
1/2" SST TUBING (OR
SAME MATERIAL AS
INDICATED ON
1/2" V306, (OR
AS INDICATED
0N )
PRESSURE GAUGE/
TRANSMITTER
PRESSURE SWITCH (PS)
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
4091-304A
PRESSURE INSTRUMENT - DIRECT MOUNTING
NOTES:
1. LOCATE PROCESS TAP ON SIDE OF PIPE FOR LIQUIDS SERVICE. LOCATE
PROCESS TAP ON TOP OF PIPE FOR AIR/GAS SERVICE.
2. INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT
INSTALLATIONS. MOUNT DEVICE DIRECTLY ABOVE TEST TAP.
3. INSTALL PRESSURE INSTRUMENTS IN A VERTICAL ORIENTATION FOR
VIEWING EASE.
3/16
STEEL & SST PIPE 3 1/2" & SMALLER
1/2"
CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE
SCREWED TEE WITH
BUSHING SAME
MATERIAL AS PIPE
1/2" THREADOLET
SAME MATERIAL AS PIPE
V-306
1/2" V-306
3/4" V-306
3/4" SST PIPE 3/4" TAP, DOUBLE
STRAP SADDLE
1/2" SST PIPE
1/2" SST PIPE / TUBING
(SEE NOTE 1)
(SEE NOTE 1)
(SEE NOTE 1)
DI, STEEL & SST PIPE 4" & LARGER
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
4091-305
PRESSURE CONNECTION INSTALLATION
NOTES:
1. FOR GLDI, PROVIDE THREAD-O-LET BY PIPE MANUFACTURER OR TEE
WITH THREADED CAP.
2' -0
" M
IN
6"
2'-0" MIN
6" 6"
6"
2"
1/
2"
INSTRUMENT
OR PANEL
BACK FORMED OF SINGLE
SHEET 10 GA ALUMINUM,
TACK WELD TO TOP &
SIDES AS REQUIRED
3" M
IN
ROUND
EDGES &
CORNERS
INSTRUMENT
MOUNTING
FOOT
INSTRUMENT
ENCLOSURE
TOP & SIDES
FORMED OF
SINGLE SHEET
10 GA ALUMINUM
3/8" SST STUD BOLT
WITH SST NUTS AND
WASHERS, TYP OF 4
INSTRUMENT/SHIELD
SUPPORT ANGLE OR
UNISTRUT (SHOWN)
AS APPLICABLE
SUN SHIELD
© JACOBS
WAPATO IRRIGATION DISTRICT
BUREAU OF INDIAN AFFAIRS
WAPATO, WA
NTS
4091-384
SUN SHIELD INSTALLATION
NOTES:
1. ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.
2. MOUNT SUN SHIELD BETWEEN PANEL AND MOUNTING BRACKET.
| Cover |
| Professional Seals |
| 0310-051 |
| 0310-052 |
| 0330-056G |
| 0330-107 |
| 0330-108 |
| 0330-109 |
| 0512-001 |
| 0512-002 |
| 0512-003 |
| 0512-020 |
| 0512-043 |
| 0512-056A |
| 0512-056B |
| 0553-001A |
| 0553-001B |
| 0553-001C |
| 0553-001D |
| 0553-004 |
| 0553-007 |
| 0553-008 |
| 0553-009 |
| 0553-010 |
| 1014-001 |
| 1014-004 |
| 2605-002 |
| 2605-008 |
| 2605-017 |
| 2605-202 |
| 2605-203 |
| 2605-426 |
| 2656-216 |
| 3123-110 |
| 3125-130 |
| 3125-165 |
| 3215-260 |
| 3231-410 |
| 3231-420 |
| 3471-850 |
| 3471-851 |
| 4091-304A |
| 4091-305 |
| 4091-384 |
File details come from the government source that posted it. Updated .