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1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS EWjLL1Z.= F10ViS ,MhI. �a6^F1 -- - �" N_8"xfi412 -62 JxFL N 18434,.65 `, \
DRAINS TO' BE CONNECTED TO THE SANlTAR1'�S
SHALL BE DIRECTED,17jPGUGH_F.600R DRAINS MSTALLER IDI rJ U „I JO S _ - ( ) E 1307418.34 \ \ aONUIV IPa CASt_
AAOCGRDANCE WITH TIjE UPC TO 'AN INTERIOR OR C(TER10� - y ., 7, - 1 -6" GATE VALVE (FLxMJ) 1 -8 "x4" TEE (MJxF2i " \\ �� � i:QNCRETE ltilfH TA -.:h.
Z ,,, - OIL¢WATER SEPARATOR THE SEPARATOR SHALL Bt SI26 fb' °' - _� W/THRUST BLOCK t -4" GATE VALVE( \ 13 -01 'HEU FOR 'AN�GE ',1)
M ai' A MINIMUM 4,5 MINUTE RETENTION TIME FOR- PEAK- ` -`- -�'L� OF CHANNE_. 4., - \ �,\
W/THRUST BLOCK '- `� \�• 0. 19' E'" Jr PRC
J FLOWS ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE N 184493.77 -. T O sv40•',)G � � ` ��", ®106
{ WILL BE LESS THAN \200 GALLONS OF STORAGE CAPACITY. E 1307396.75 " =442' "
EL THE TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY , -8x6" TEE (MJxFL) 8100 -- (3/4" &,1' F� S,. IC $5.2'
PIPE INC., UTILITY VAULT, INC, OR APPROVED EQUAL C5.3 CHECK VALVE ASSEMBLY \ 1i°,i „g
} I ,. 1 -6` GATE VALVE IN VAULT _ � � \\ \ \ \C`� '
2. AS PART OF THE RENTON' IGHLANDS WATER MAIN 10 LF SPOOL T \\ •'\
-FIRE HYDRANT ASSEMBLY V,A r 7 LILY V �\ \ y 121 _ F EM
"SON E'E' E STING B" WATER
IMPROVEMENTS PROJECT (WIR -2.- 3179), THE CITY OF COII�`.IWiiUi -! iFf v --IT _ ( FL)
J RENTON WATER UTILITY DEPARTMENT WILL INSTALL NEW 1 -8" VERTICAL CROSS (MJxFL) a ,: r - a ,3 S (\
FOR POLYPIGGING PER CITY S �v� 12" _
12 -INCH WATER MAINS IN NE SUNSET BLVD, HARRINGTON STD. DETAIL B 114 4 .`s• -r8� 06�LYNGS
AVE NE, AND NE 9TH ST. THE I4EIV 12 -INCH WATER MAINS '- _
WILL PROVIDE THE REQUIRED FIREFLOW DEMAND FOR THE, n - W/THRUSi BLOCK u _ u , _ _ r = ;r_:' ) .\ 8 `" ". \ IE� B
1f t1 c4 �UIED Ur r tNi( ;-t i r
. _'.
HARRINGTON SQUARE DEVELOPMENT.''. N 18441 15.02 -'T26 3�C;k 3 -3, V01._ - �F P y
3. AN AGREEMENT BETWEEN THE CITY OF ENTOIJ. -ANDI- T ry -- - -- E 1307396.06 FIRE DEPARTMENT - �._ ,g' O ` �i \; `s \'\ \ Z• i2 �SL1H( ftXMJ)
{i c 8" CAP CONNECTION _ w tL RIM = 7..0.63'
HARRINGTON SQUARE DEVELOPMENT MUST\ BE EXEC F4gR - l W HRUST E4010k y FDC - \ `$ "1 �' \ r
THE JOINFFUNDING OF lTi€ WAT€R�- MAJN'IKPROVEMENTS- ", �x+{-� --dr •�- , fvt ( ) - - - \ 8 CNC L -0 W
PROJECT BEFORE THE CITYI,CAN AQVERTI-SE7- HE PROJI£T` � t - - - �'E 32 .6
u z # ro V1
FOR CONSTRUCTION .BIOS; -` ,I- -.1 Li
3� 4 1- Ex6" TEE MJxFL
c \
_ - i.';?• �;,- rTII�'D1CXiOR �' `, , (2 '1 -6" GATE VALVE (FLxMJ)
r _
_ � 23 LF SPOOL
j` ` �t ��- SD ',, -�� \ -';- --'�'° �\` N 1 -FIRE HYDRANT ASSEMBLY
m - v ^1G \ i W /THRUST BLOCK
-4 <023 f��.���� i,
L "U? - - I SE M C NI AL FO 1 ACKFL - O \ 1 NEW 12" WATER
��- :c- = Y TYp I CONTINUATION IN ASSENT Y \ 1
Z ".__ / '; f ( <a,1 fib a ft F H<lILI3 _ \;; TO BE INSTALLED
' S, I ff , , \ �t „ ; BY CITY OF RENTON
W �- �NISHED FU�Ci; = 329. " C E3
y 0. tNG - 546.
RD .` AiN` �•/ PIPING SHOWN IS SCHEMATIC. - r-- i--- IN -VAVL `` RIM
FINAL DESIGN OF PIPING TO " 5 P ROM E
\\ q I )• I / BE PROVIDED BY DESIGN /BUILD IE 32 O
v.
CONTRACTOR DURING I " % 5
CONSTRUCTION. ~ I ' � IE .. -. I ` ' N
c 122
a
�T LINE •' SSfwH
W" STQRII ' _ '_ ..3
_ x6" TEE (FLxF NC FROM
t C ERC1 Q L 1: �St ASPH -- 121y �' GATE VA E, l v�MJaO A ..
P Rr_ L '22.80 NIA. APEX ROOF 1 2 -B COUPkIN
10.6 r_ n n v _: Rpi tr , 42 A 1.2.32 s4 ft - 345.7' 0 _
I 313.9'
I Y � 1L I E HYbRAtJ1T�5�LfM�LUT CIiAi.NEUj
y / p,i J 3 I I W / H US} BLOCK
_ �E
'OIL/WATER SEPARATOR LOT A, I 7 L ft. I •�� I J
°' i� < i - SEE NOTE 1. SIZING
ki CALCULATION TO BE
VB ",PROVIDED BY 1 2.. ,. .r.. m may
' - - - - - -- - I o \ I-- r
\DESIGN/BUILD CONTRACTOR I 4 I 35 1 IOs r' i 9C01
���ac�pQ DURING CONSTRUCTION. \ , I I - : OIL /WATE SEPARATOR I I "r ,i �H
l L- I r 0I2 f - I SEE T_E - IZING J 0 1 RIM = 320.44'
`" C� •. 'v \ �, _ - CAL ON 0 BE 30' 6" ::ONC TO N
c�
c '� s r x 1INd [IT" ! 1 �
1 57, 80 s I I \ t - - I I PRO �DJE® BU CONTRACTOR ! i jE = 317.8'
D�R NG �� RUCT19N. �I
( I rr
an
+, I R 1 I 1 y�'• PARCEL" ;22'801028 CB P
Li
?OH i 1 1 o
a \ \ \ i \ PRIVATE SSCO TYP `
3�9 s ft.1 g ! 6+ ( )
<= 0 , i� FOUND -WKdl3
a t� \ t E= 317.62 ? ' IE= 18.13 IE 31336 PO81 ! 0; P. 8 cc I f
�'i H T _ NT =R 0 M h 8
IE -ARTY OWN a
P,11 � ACCE 5 - is \e - -\
;
0 6.' GV
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A � E
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a �.. \ \ -- p F c �: „'_uW t �-� \ Ii \IV�IUI`_ AVt: �» "I N'� -M " -' -r, e - - -" " - N -n-#' 1'-- -• • -- -" - "- i _
AS„F7,�5_ +9�. _ ASPH i --
a H / w .. ABANOONED
_ > IE= 17.E , I- 41O.Ofr -
° 1 I HARRINGI"N' �►VE� ' R� � _ !CIE 3,2.7 � e I r
S/ u`✓ a- IJL X -v ` - 14' - INT ECTION
P _ °n _ _ Y H TON AVE STA. 207 +88.08
RELOCATE EXISTING r -aBArl r D a FIRE HYDRANT ASSEMBLY' - ' =t - sr.: -rr= yak f_��J,.= _ 5 - ° - - UOVU7dE7�L dV._ E" NCI lH S1$IA.1'100 +00.00
}-` = o- --
1 Y `° ��J�K� 1=WF1 - r -15" PVC N AND E TO W
\\ �n ABANDONED - IE = 307.9'
E PORI-1 ) "d -.{� IrT, L ia. ! H \ (HE D FOR TANG.)7- 3 (CENTER OF CHANNEL)
/ �' zY C I ., - x6" TEE (MJxPQ RIM = } 2 - o
,� �C S, f A 4 . 2 12" l�i`rW TEE (MJxFL) 8 E'L C
RIM, = 3.33.5`_: 1 -6" GATE VALVE \ 16' TC NEW jf1 "OVA E4
@, �! SSNAHI EIL ELi W/ DlRi ' 39 LF SPOOL _ 1 -6 "\GATE VALVE (FLxMJ) TO IN CASE /
,- • E HYDRANT ASSENTgT PVC 1 19 LP, SPOOL BY _ BRASS DISC
PIN .32' 1 E CB 1 -FIRE HYDRANT ASSEMBLY _/ p
CL p \W R i UST @ 01 (H Dot ER.)7 -' 3 -01 p
S LR - 3 4 LE'if['� :,r" C- iA.NNEL'' AIM = 3'285; %' W/THRIJST BLOCK SDMH CH
m j� v \ RI 3.`i E ri 11NOPENEL' -OIL OF WATER RIM = 320.61' RIM = 319.98'
F! L_iG, W;' CKI i,;�r,;TrR YiANNE L) vl�l 0 W/ WATER .` i T E
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r°n Z E = 316.5' _ IE = 318.2'
12" °VC FROM N
V) E = 314•a' 30 0 30 60 UTILITY PLAN
al o � sshl + -I
HIM = 335.98 SS\,H
'' , 12" CMP TO W 1 " =30'
a 16' PVC =ROM iN ANO !U RiM = 3 6.36*
IE _ 320.3' , _.._,5" PVC N i0 5 E - 313.7' scale feet
N (CENTER OF ;;;ANNE! ) = 312 " RECOMMENDED FOR APPROVAL
CENTER Or UHA,VNEL) BY: n 7 � SHEET NO.
I (. Date: 8! �27
SS M11
0
°o RIM - 7 3t- '8'
N
PVC h f0 By: (, ✓ Date: 8 to 0� O (�/_
/1
L 32 ( By: (. _ . Date: 0
�-P�: 8 ■
(C-NiER Or t_'Y,ANNEL: a
a z By: Date: N
SDtviC:
R: \Projects \131 (TSA Architects) \003 -06 (Harrington) \Dwg \sheets \Final Design \HA- utO,.dwg - Scale: 40
ROL 2 0:8 IF R -5 31 2'
co.w- �4a6Q1 :. t#CANNI� I�A32C"3
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