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NORTH WALL CAP
OOIIIIIII`IIIIIII�t.OeIIIIIII����
2" P VC TO
IRRIGATION &
CONTROL WIRES
r
PUMP DISCONNECT - - - - - -- - - -
(SEAL –OFF) VAULT --
PRE– ENGINEERED U
ACCESS ROAD SEE SPECIFICA N
- - - -.- , ►,, -- __ -- _ ,,,, - -- _ _ -'_ -. - -_ -_ -_ _ -- - - --- -- PRECAST CONCRETE VALVE VAULT N
MOVE SEE SPECIFICATIONS
[TYPE III i SD ��
/ 6" SLEEVE
PROPOSED UTILITIES
Z
SD
7
SD
SD ..._SD A -LINE -
D
18+70(50.0' LT)
N
T WELL CENTER 0 CRETE
WE -_ - - -- ; 1 SD SD BOLLARDS 3/4" HOSE BIB
CONDUITS
6 UNDERDRAIN A –LINE 18 +07(45 LT) _ - MOUNT TO WALL BY PSE
10'0 STEEL CASING I , �� r _ }_ � --- -�'; � 8 � D.I. "YARD GENERATOR
' HYDRANT 5' CONCRETE PAD UTILITY
CDSM LIMIT PRECAST WET WELL I j r--- -- fi ! _ --
SEE DETAIL CONTROL 10x16 VAULT
SEE SPFCIFICATIONS r`"— ^ �� ` -� t. VALVE VAULT CENTER C ) BUILDING
A —LINE 18 19 60 46 31 LT CONCRETE PAD POWER
YARD LIGHT ( ) FOOTING PERIMETER
MOVED � 1 TELEMETRY POLE
NEW 4 4' A / C40
UD UD UD UD —UD UD UD UD UD UD UD U D bD D U UD UD UD UD ----U UD UD UD -- -- ----UD UD ---UD UD – UD - UD UD
o METER
/ ter•, ,r •�, `c _ /
, 1 j . , �'` ,. , ,1l � 1{ 1,Y � ! , � i ! 1 x { I ,1 / '� ,, 1{ r t i '`� ` �. � i I , !' `,� �' r \ { �, � { . `\ / 1•. �/ ,1 /• { ! t ``j j ' � `'{ { .
/.` ..` _ r V� _ r / / / i _ter ` ` •'.
—x— --x— —x— 7c— —x— —x- —x— ic— —=x x---- —�c— —x=— --x— x— =- c ��— —x----x'— x =x— —x— —�t— =x— —x— —x— --x— —x-
-x —x -- —x — -x —x — =x =— —x —x -- x — x — —x =x — —x -- —x --- —x — —x — _x -- —x — —x =– -
15 A —LINE
CB
SIDEWALK cn 18 +fi0(40.0' LT)
1. E. = 1.4 SEE DRAINAGE PLAN AND
DRAINAGE PROFILE
UD UD UD UD UD UD UD UD UD U UD UD UD UD UD UD D UD UD D UD UD UD UD UD D . UD UD UD UD UD UD UD
17+ 50 1 s +oo 26' ______ 18+50
A –LINE
(MARY SHAFT CDSM STEEL CASING (� SOUTH 180TH STREET)
CORE DRILL THROUGH PR ,
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 BUILDING / PUMP STATI.ON
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.
r-o",
N
GENERATOR
HOUSING VENT END
CONCRETE �I 1
BASE SLAB
10'x10' CONTROL BUILDING
ELEVATION ��
1 11 A 1►1
CTRICAL
III
\\\g*I L,4 LJBLI� WC)1z11<S DEPT'.
P
p s — ENGINEERING — STREETS — WATER — SEWER— PARKS- 6UILDING-
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1908
L cast Sowd an OW May /B 2M Of OJ 0" Dy 10►r fk Mane. 0 POW IA"N ICAAO I dOw I C- ja oily ScOO S
r
RIM EL 27.20
'Rf W,f :j LIOX. Vt
EL 26.5±
10'W STEEL
CASING
7'0 WET WELL
EL –5.8
BOTTOM OF
WET WELL
EL —29.0
G�
It
Q
rAj
PUMP DISCONNECT
(SEAL —OFF) VAULT
ANY SIZE NOZZLE UP TO 2 1/20' NST
IRON NOZZLE GAP
LOCKING TRAFFIC BREAK –AWAY COUPLING R
COVER BRASS OPERATING SCREW R EL 27.13
RIM EL 27.0E BRASS PACKING NUT L 26.70 OP F
PACKING NUT iur OF GENERATOR SLAB
IRON TOP CAP EL 26.5f CONTROL BUILDING SLAB
2' PIPE BRASS CONNECTION NUT
OPERATING ROD
BRASS PLUNGER
T
TE
HRUST ��– SEAT RUBBER
BLOCKING I � / —BRASS VALVE WITH I.E. 23.51
VALVE VAULT — r 2" FIP INLET 6 "b UNDERDRAIN
THRUST BLOCKING #77 MAINGUARD HYDRANT 0
SCALE: N.T.S.
—LEAN CONCRETE CONSTRUCTION NOS:
I, EXCAVATION FOR WET WELL SHALL BE ACCOMPLISHED BY AUGERING TO MINIMIZE AREA OF EXCAVATION AND
INSIDE BOTTOM ELEV = —4.87 VOLUME OF DEWATERING. VALVE VAULT MAY BE INSTALLED USING OPEN TRENCH EXCAVATION METHODS.
R 2. REFER TO SOILS BORING INFORMATION PRIOR TO DRILLING 10 —FOOT DIA SHAFT. SEE SPECIFICATIONS.
3. CORE —DRILL ALL VAULT PENETRATIONS, GROUT WATERTIGHT AFTER PIPE INSTALLATION. NO FITTINGS OR
LEAN CONCRETE FASTENERS SHALL BE INSTALLED WITHIN 4" OF GROUT P CK.
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
n Fi +�n nn DURING CONSTRUCTION I C1N etin �� �.�� n c-np COMPLETED ►�T WELL �« SPECIFICATIONS � � �„T � „��� �„o _
�� �� �� �... ........... . v.. ....v �� . �v v FOR vv���� LL � Lv WET
♦1LLL J�.L JI- LV 1 f 1 l,/'� 1 1 VI`/J f VR
A0 ADDITIONAL INFORMATION. a A ,--
ELEVATION
by date CONSULTANTS
designed MD 2/20/01
drawn 8JA 2/20/01 -' 33301 9TH AVENUE SOUTH
checked GLP 2/20/01 FEDERAL WAY, WASHINGTON
pro j en g CCw 2/20/01 BERGER /ABAM 98443-2600
pro j dir QP 12/20/01 E '� h _ _ a s VOICE: (206)431 -2300
fidd Ok no FAX: (206)431 -2250
ROLL 0,1
(• HOSE BIB PER 9 -15,10 STANDARD SPEC)
DRAINAGE DETAILS
SOUTH 180th STREET GRADE SEPARATION
e j.
126
5 0 5 10
1 "= 5'
scale feet
e9/2ft �. R ECORD COPY
1/0 ADDENDUM NO. 3
no date revisions
•
C38
sheet ao of 144
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U
job no A00084
scale 10=20'H. 1 "= 5' V
date 20— Feb -2001 /
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♦1LLL J�.L JI- LV 1 f 1 l,/'� 1 1 VI`/J f VR
A0 ADDITIONAL INFORMATION. a A ,--
ELEVATION
by date CONSULTANTS
designed MD 2/20/01
drawn 8JA 2/20/01 -' 33301 9TH AVENUE SOUTH
checked GLP 2/20/01 FEDERAL WAY, WASHINGTON
pro j en g CCw 2/20/01 BERGER /ABAM 98443-2600
pro j dir QP 12/20/01 E '� h _ _ a s VOICE: (206)431 -2300
fidd Ok no FAX: (206)431 -2250
ROLL 0,1
(• HOSE BIB PER 9 -15,10 STANDARD SPEC)
DRAINAGE DETAILS
SOUTH 180th STREET GRADE SEPARATION
e j.
126
5 0 5 10
1 "= 5'
scale feet
e9/2ft �. R ECORD COPY
1/0 ADDENDUM NO. 3
no date revisions
•
C38
sheet ao of 144
O
ins
U
job no A00084
scale 10=20'H. 1 "= 5' V
date 20— Feb -2001 /
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