HomeMy WebLinkAboutSWP2702862.82" PVC TO
IRRIGATION &
CONTROL WIRES
PROPOSED UTILITIES
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SEE SPE
PRECAST CONCRETE VALVE VAULT
[-MOVE SEE SPECIFICATIONS
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a 18+ 70(50.0' LT)
6" SLEEVE
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WET WELL CENTER SD sD---�"SD 0 CRC 3/4" HOSE BIB
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bit UNDERDRAIN A -LINE 18+07(45' LT) X/ `�, m ; MOUNT TO WALL*
10 0 STEEL CASING it , t ; , y � YARD
CDSM LIMIT PRECAST WET WELL X - _ ` _____ HYDRANT
SEE SPECIFICATIONS --ill +'-�� --- ;� / VALVE VAULT C� " _' (SEE DETAIL)
YARD LIGHT I / A -LINE LT) FOOTING PERIMETER
MOVED i � 1 TELEMETRY POLE
NEW 4 4
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I DRAINAGE PROFILE
UD UD UD UD UD —U. -UD UD U —
17+50
D UD UD UD
18+00
A-LINE
(� SOUTH 180TH STEEE
CORE DRILL THROUGH PRIMARY SHAFT, CDSM, STEEL CASING,
LEAN CONCRETE, AND WET WELL. INSTALL 12" STORM DRAIN.
BACKFILL WITH NON -SHRINK GROUT. CHECK FOR AND REPAIR
ANY GROUNDWATER LEAKS. BACKFILL TRENCH INTO CDSM,
INSIDE PRIMARY SHAFT, WITH CDF TO FINISH GRAD
GENERATOR PAD REVISIONS - CONTROL BUILDINGZPUMP STATION
NOTE:
I. BASE SIZE & DETAILS CHANGED ARE ONLY SHOWN HERE, FOR ADDITIONAL DETAILS
OF BASE SLAB & CONDUITS ETC, REFER TO SHEET C41C
2, ADJUST REBAR DETAILS TO FIT NEW SLAB DIMENSIONS, USE #4 REBAR ON 12" CENTERS,
EACH WAY, TOP & BOTTOM ,
3, CONTRACTOR TO PLACE SPECIFIED CONDUITS BASED ON LOCATIONS RECOMMENDED BY
GENERATOR SUPPLIER.
4• PROVIDE TWO ADDITIONAL CONDUITS THROUGH GENERATOR PAD FOR FUTURE USE,
GENERATOR
HOUSING VENT END
CONCRETE
BASE SLAB
10'x10' CONTROL BUILDING ELEVATION
FOUNDATION PAD
516'
2.5'7_ 10'
NEW ELE
VAULT
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3 125' GENERATOR
PLAN
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Lasf So�ed on Wed May >8 2005 at 03.•04PM by Hami/fon File Name.• 0.• 12000IA00084I CADD I dwgs I C-38.dwg Sco1e.• 5
CTRICAL
D UD UD UU —
26' -.
M I A k I
RIM EL 27.20 R PUMP DISCONNECT
WM1���y�#` (SEAL -OFF) VAULT
EL 26.St
GENERATOR
CONTROL 5
CONCRETE PAD
BUILDING 10x16
CONCRETE PAD
A-1_dINE
° 0-t--o0(40.0' LT)
U UD UD lip —UD — _ -JD UD UD —UD UD � �D UD UD UD UD
18+50
CONDUITS
BY PSE
UTILITY
VAULT
POWER
-- - ® -I I I - _ ).- -- -_- - _ -
ANY SIZE NOZZLE UP TO 2 1 /2" NST
IRON NOZZLE GAP
L 0 C K I N 5
COVER G TRAFFIC BREAK -AWAY COUPLING R R
BRASS OPERATING SCREW EL 27.13
RIM EL 27.0f BRASS PACKING NUT EL 26.70 f- . /TOP OF
IRON TOP CAP C0�'T"?L P!JILDING SLAB GENERATOR SLAB
2" PIPE BRASS CONNECTION NUT EL 26.St
OPERATING ROD men
BRASS PLUNGER
10'0 STEEL THRUST SEAT RUBBER
CASING BLOCKING I BRASS VALVE WITH �_ 1. E. 23.5" \-t
VALVE VAULT
2" FIP INLET o 0 UNDERDRAIN
VTHRUST BLOCKING #77 MAINGUARD HYDRANT �
SCALE: N.T.S.
7'0 WET WELL LEAN CONCRETE CONSTRUCTION NOTES:
I, EXCAVATION FOR WET WELL SHALL BE ACCOMPLISHED BY AUGERING TO MINIMIZE AREA OF EXCAVATION AND
INSIDE BOTTOM ELEV = -4.87 VOLUME OF DEWATER I NG . VALVE VAULT MAY BE INSTALLED USING OPEN TRENCH EXCAVATION METHODS.
EL -5.8 2. REFER TO SOILS BORING INFORMATION PRIOR TO DRILLING 10-FOOT DIA SHAFT: SEE SPECIFICATIONS,
BOTTOM OF /R�
0
WET WELL ®< 3. CORE -DRILL ALL VAULT PENETRATIONS, GROUT WATERTIGHT AFTER PIPE INSTALLATION. NO FITTINGS OR
LEAN CONCRETE FASTENERS SHALL BE INSTALLED WITHIN 4" OF GROUT PACK,
4. WET WELL AND VALVE VAULT TO BE CONTRACTOR DESIGNED AND CONSTRUCTED, CONTRACTOR SHALL PROVIDE
REINFORCING AS REQUIRED TO WITHSTAND DESIGN FORCES AND SHALL PROVIDE REINFORCING REQUIRED TO
WITHSTAND THE ADDITIONAL FORCES IMPOSED BY THRUST BLOCKING, THE BASE OF THE VAULTS SHALL BE
DESIGNED TO WITHSTAND BOUYANCY UPLIFT FORCES, DESIGN GROUNDWATER ELEVATION SHALL BE
EL +20.00 DURING CONSTRUCTION AND EL +23 0 FOR COMPLETED WET WELL SEE SPECIFICATIONS FOR
EL -29.0
ELEVATION
_'®
• • -
CONSULTANTS
•- • -•
m
1 t
9TH AVENUE SOUTH
FEDERAL33301
•
- •
BERGERIABAM 9:11 •11
VOICE:ENGINEERS I NC. 1• 1i
R (206)431-2250
ADDITIONAL INFORMATION. �---
(* HOSE BIB PER 9-15,10 STANDARD SPECE
_
5 0 5 10
1 "= 5
scale feet
R 3/11/051 RECORD COPY
' 3 !9/21/01 ADDENDUM NO. 3
SOUTH 180th STREEGRADE
no date revisions
frT
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job no _ j84
scale 1 "=20'H,
date 20-Feb-2001 /
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