HomeMy WebLinkAboutS-292901N.W. 1/4, SEC. 8, TWP. 23N, R. 5 E., W.M.
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W a. ¢ O- 2•x10" TAPPING SLEEVE W 10' TAPPING 6 (MJ LONG PATTERN) (1)- THRUST BLOCK
1 1 % N SE 21.95
VALVE (TO BE INSTALLED BY CITY xmw P 0 "WET - T N' G
Ir W z (1)- THRUST BLOCK () ( )
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U U SANITARY SEWER (1)- THRUST BLOCK ury NW 23.47
ear 13.3
Z RIM =35.84 Pn / RELOCATE EXISTING BACKFLOW PREVENTION
} U z L�J I.E. =26.81 (DROP INLET) 7 ASSEMBLY k REMOVE EXISTING PIPING i
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L I.E=21.70 (EXIST)
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W �v� to $ oP 3. \ 15 CfTY �� -��n EXI5I'G DRIVEWAY `, n_ 3G.4l
N w7 21.3 ,i p'��'�� idaRi Y1 :8 _ _ _ 10'DIP CL5 WATER _.. 7'GF .,G.sg
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a RIM 36.08 �n TRUCK _ I (1) -10• SOLID SLEEVE (MJ) LO E
0z .� r "~ _ WASHOUT \ PATTERN: CONNECT IXSTING
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STRUCTURE
1 GoMC. Buc \ r N 547.00 ,
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S "v E RIM jj-5� �+ /� % WATER UNDER SS 'Sp i'
m m l / INV 6' PVC SS -32.0 15' WIDE PROPOSED PERMANENT
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E SU h i I BATCH PLANT BIDC I r��ppp
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RIM 333n. `._, % INV 10 DIP W =30.6 ! v A CITY OF RENTON UTILITY EASEMENT
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TYP
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v ce `� ( FF {39.45 ��% f�CO BLDG 90' BEND (RJxRJ)
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a . 1 SS MH No.2 ( I I EXIST HYDRANT
N 691.00 1 I f i`
70 -6'PVC SS ' INSTALL REDUCED ^� 1 F f a1'7NC
E 1059.00 ADMIXTURE BLDG I N SLOG
i a Jff O SL =2.Ox I PRESSURE BACKFLOW //
Ntu 35 /i I RIM 37.75 j ✓ 1 i
f/ 3/4' DOMESTIC _ PREVENTOR ABOVE 1'.w ;//1 CF
yam/ WAR 15' WIDE PROPOSED PERMANENT J GROUND INSIDE BUILDING r r
1 CITY OF RENTON UTILITY EASEMENT f�f
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tis;aw r nN;Mis,.;n TOh:R $ E 1000.00 ,n OLa N1$'G7.'07'Y4 iC; ^ %' :TACK 1rti r. z4 r _ _ __.__ hYF3v_ l w
/ m CB 4 �---- -1Z1p - -SD MH 5 ti� 1A7 10x20 CONIC PAD 1
o ! x 35 - O SL -2.0% WATER LINE UNDER STORM DRAIN I '%
e' 7 no • 1 138 GAL OIL/WATER °p o
0� TRANSFER SS MH N0.1 (1)_1Ox1Ox10 TEE (FLxFLxFL) � SEPARATOR (PIPE INC. (1)- 10x10x6" TEE (RJxRJxFL)
p °�- 7 n „i TOWER N 691.00 I I a ( 1 -6" GATE VALVE IN CI BOX FLXMJ N 7>r
Rim 34.21� n 10" GATE VALVE IN CI BOX FLxF) NO 46fi -S OR EQUAL) () ( )
Jt BLDG "D' -SILOS FF 37.33 )- - - ( - - - - - - - - - - - -
/ ° 1 RIM938.61� 1 (3) -10" FLxRJ ADAPTOR (1) -FIRE HYDRANT ASSEMBLY z
F x RESTRAINED) ~
_ - o f 10" DIP CL52 WATER RESIRNNED 10• DIP CL52 WATER RESTRAINED JOINTS ' E 934.00
RAMP UP - RAMP DOWN - - - - - _ _
- '15' SID SO MH 1 15 SO __ 12" SD
2 I
S ---- 1•� - - - - -- '�SO MH 2 112' `_. SD', MH 3 12 _SD _ .. CB..? ...__: SD MH 4 _ _ -_. ,...1.2" SD__.... _ .. CB 6 _... 72. SO _ _........ C8 _ ?... .. _.. - -i(
.. _. .. .. _. _ Diu
0� WETVAULT $ N18`07.'O7 "t 1039:08' 0 1185.98
- r NEW RETAINING WALL
i NEW RETAINING WALL! WATER UNDER STORM DRAIN ° - -`
I �.�,;. INV 8 3 'PVC SD =322 .__ .. -_., ° cL-__..._.- .__i
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0 0 0 0 _I_ _ __ _._ _ _. __ x -x--x x w x x- x- x x. x X x x
a ^,p H. '- ""-- -- - "` --'�- - 7CYCLONEIFENCE / 03" (1)- 10x10x5 EE (TR FLEX � FO(i REMOV*L Of
- ^ r Al (1) -10" RESTRAINED PLUG ` rOW- 611 WAR OVER STORM DRAIN w (1)- 10x10x10 TEE (FLXFLxFL) RESTRAINED OR APPROVED EQUAL) POLY -PI6.
(1)- 1Ox1Ox6" TEE (RJxRJxFL) INV 12' PVC SO - 30.6 3(;0-10' GATE VALVE (FL.zF "3)
(1) -6' GATC VALVE IN CI BOX (FLXMJ) INV 6" DIP W - 32.9 (3) -10° FLxRJ ADAPTOR (1) -10" RESTRAINED PLUG 1- 101101V6RfirAL
(1) -FIRE HYDRANT ASSEMBLY (1) -6° VALVE IN CI BOX (FLxMJ) GR05j HS
MIN 6• CLEARANCE �S -loic BLOCK (1)- HYDRANT ASSEMBLY 7�
2 -10 $L.1HP FLAW6C5
WATER OVER STORM DRAIN 1• COPIES OF ALL RELEVANT CITY OF RENTON STANDARD PLANS ON
6 W'rtN 2" TAP t 2 fLUy
INV 12•PVC SD - 31.4 SHALL BE PROVIDED TO THE CONTRACTOR WITHIN THE PROJECT
x INV 6" DIP W = 32.9 CONSTRUCTION DOCUMENTS.
MIN 6" CLEARANCE 1 -LO Plu(x (MS) Witt{
N 2. WATERMAIN SHALL BE RESTRAINED FOR ENTIRE LENGTH WITH Cowc. Blocu;,J,'1
w U.S.PIPE 'TR FLEX' SYSTEM OR APPROVED EQUAL.
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E SEE RENTON STANDARD PLANS - WATER:
C o w N FIRE HYDRANT ASSEMBLY ....... ...........................8102
g o a 4' COMPOUND METER ASSEMBLY ......................B108
o 6 z cc ABBREVIATIONS: VALVE BOX .............................. ...........................8090 RECOMMENDED FOR APPROVAL:
w w - 0' 50` 100` ONC THRUST BLOCK SIZING . ...........................8085
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1:4 s. ° RJ RESTRAINED JOINT C
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at m MJ MECHANICAL JOINT SEE RENTON STANDARD PLANS - SEWER : BY:
FL FLANGE JOINT �J
CI CAST IRON SANITARY MANHOLE .................. ...........................8071 C'�t/ /,CnD7vdth /l�T� 0/
SCALE 1 '1 BY:
s w °w o LOCPE CORRUGATED
PIPE MANHOLE FRAME k COVER 8074
r N POLYETHELENE PIPE BY: n woul16AFOwA� W2412061
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co; kv_.?P.2�761 �t5 vt�z9a/ a„ G %,I� / SCANNED FES 15 2002