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NOTE:
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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
' e
A � E
_ -- - -- _
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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12" °VC FROM N
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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
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SW 1/4 of NW 1/4, S. 09, T.23N., R.5 E., W.M.
cos 4- COMPOUND METER SERVICE
24". 6' FRAME AND LIP
PER DRAWING BR29.
NOTES,'
1. STEPS TO BE 3/4- 0 DEFORMED BAR GALVANIZED SAFETY
4" MIN. TO STEPS OR EQUAL
12• MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
2,V• < 5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY -
SURFACES, INCLUDING CHANNELING. COATED (SEALED)
TARY C MANHOLES SHALL HAVE ALL INTERIOR
12" r WITH A HIGH SOLIDS URETHANE COATING.,
WASSER MC_
CONSEAL OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
a. RUBBER GASKE70 JOINTS SHALL BE IN CONFORMANCE
WITH ASTM -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
4'- DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
% e ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL
61-
SANITARY SHAILOW MANHOLE TYPE B
ADOPTED
DWG. NAME: BR37 SP PAGE.-B072
SANITARY SEWER MANHOLE
TYPE B SHALLOW
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pro-9�9 40 DETECTOR DOUBLE CHECK VALVE ASSEMBLY
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FIRE .—T — BE
AE CL EOAWP! H 9Z8; MUELLER
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STEEL 1-11C — OPE— N- -E H—T TO
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PLAN.
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SENSOR MOUNTED ON STEEL LID COVER
ELEVATION
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arcs n: Au TLET
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EOPER
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STEEL 1-11C — OPE— N- -E H—T TO
AE FANTEO wITH TYO COATS E, ANT. KF31
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LEVEL ALL G—
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CUT
HYDRANT LOCATION IN CUT OR FILL FIRE 31MIWIT ASSEMBLY DETAIL
Esr AoPTED
DWC. NAME: 8102 SP PAGE:BI02
(ijjE FIRE HYDRANT ASSEMBLY
C6.0
FR 533
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UTILITY DETAILS
RECOMMENDED FOR APPROVAL
SHEET NO.
By: Date:
By: Date:- r. R I
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By: Date: Cq
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OR 911.
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90 BEND
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FIGURE t
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's" �� .. '°'"°' °"°., :y "'q° Iry ®lnuL
1 - m.� a. ".•., � �"H� � gym. � .:� >.�.� ,.,.,. ""`" " ' � 1' mums® rtue
Ia W1S 13(Ye
'T°J" �C1Ep �� DWG. NAME BR26 SP PAGE 6085
MlE �6EV61GN
oe CONCRETE BLOCKING SIZING PROCEDURE
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Architects) \003 -06 (Harrington) \Dwg \sheeis \Final Design \HA- utdt02.dwg - Scale: 30
SW 114 of NW 1/4, S. Q9, T.23N., R.S E., W.M.
A q Z Z
PLAN 1nEW 1.3 W W
i_� � � �
/ /�\ \/ / �� MANHCLE FRAME ANO COVER U U
} VALVE BOX LID WITH EARS J J� � 3 6• SEE DRAWING BR29 u0TE5- O O
/ IN DIRECTION OF WATER I �— 2� SQUARE 38 MIN_ Z4 O U
12" MAX ADJUSTMENT (4" MIN.) 1 STEPS TO BE 3/4' e DEFORMED BAR GALVANIZED SAFETY
MAIN AND WORD "WATER" WGTH SIEPS OR EQUAL Z Z
CAST INTO IT OPERATING NU i �T
' WHITE POST � I CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS O O
SEE DETAIL 'D' ARE INSTALLED. U U
62" 3. CASDNG TO BE PER DRAWING BR29.
I RUBBER GA9KEtED JOINTS q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST � �
�� 4 -t /4' DIA. � i „' IN ACCORDANCE WITH ASTM G -443 CONCRETE. � �
I /8" MIN. THICKNESS �I Z�" 'C' S. ALL JOINTS SHALL BE GROUTED. N �
t � 2 PIECE CAST IRON VALVE STEPS - 3/4" DEFORMED BAR B. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR O O
I� BOX, RICH- SEATTLE TYPE 1" STEEL � � 6 t/2 -{ STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) U U
OR OLYMPIC FOUNDARY WITH A HIGH SOLIDS URETHANE COATNG:
LENGTH AS REQUIRED CONCRETE RISER BY PIPE INC., WP.SSER MC- CONSEAL OR APPROVED EQUAL; I I
7' MIN. OR APPROVED EQUAL COLOR OF COATING SHALL BE WHITE.
y t 1/8" MIN. THICKNESS A 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE '
VA MARKER POST WITH ASTM C -443. C la- k
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE � 1= —
2 -i /4" INSIDE MEASUREMENT DIAMETER OF THE LARGEST PIPE � �
2 -1 /4` DEPTH �— MA %. PIPE SIZE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK Q Um01
x'(rm) ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
VALVE OPERATING NUT T- LAOOEft -STD. ALUMINUM m O O
EXTENSION MORTAR OR GALVANIZED STEEL
SECTION A -A raj N
FILLET CONCRETE SHELF 'q' 'B' 'C' b� 'E' 0
48" MH 48" fi" MIN. 5 "MIN 24" MIN. 21" I.D.
� IX PRECAST BASE SECTION 54" MH 54° 0 MIN. 5.5" MIN. 24" MIN 24" I.D. T
VALVE OPERATION NUT EXTENSION NOTE VALVE MARKER NOTES; � OR CAST IN SHELF. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D, m N �
EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO 'B' � � o O
IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UT,LITY MARKER � N
GRADE EXTENSIONS ARE TO BE A MININMUM OF VALVE MARKER POST TO BE USED FOP. ALL FALVE OPERA'@TG NPT E3TE[i9I0N � fi MIN. (TYP) Q
ONE (I) F00T LONG. ONLY ONE EXTENSION TO MAIN LME VALVES OUTSIDE PAVED AREAS 9ANFTAi{Y MANNOIH' TYPICAL DEfAB. ^ �
BE DsED PER vALVE. eTID vetaE xel�t P09'T SANITARY MANHOLE TYPICAL DETAIL �� r
NOTE: ALL EXTENSIONS ARE TO BE MADE OF ���
STEEL. SIZED AS NOTED, AND PAINTED WITH a m1®r NOT i0 SCALE taP v � Q
TWO COATS OF METAL PAINT. � � � RAlm1® HIm • � • �'� ®� �'JlC �Z r
Tm �a lyae z e� -- TAY uue tz/ve �ly O�d.y� N
1
DWG. NAME BR46 SP PAGE 8090 �/e/ss� � DWG. NAME BR28 SP PAGE: 8071 � Fes„ „�
I � o
0o VALVE OPERATING NUT EXTENSION o� SANITARY MANHOLE TYPICAL DETAIL �o�� 4d�y5
c6.o AND VALVE MARKER POST O6•0 °s ���
r— �--'
PROPERTY LINE
s
_ fi -G
FUTURE
6" BUILDING SEWER PIPE - \DUILOING SEWER
' J ` 2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORPON WHITE AN9 STENCIL GN 9DE
r WORDING " SEW<R" WITH 3" HIGH BLACK LETTtR9.
AND �6 WIRE WRAPPED AROVND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER Wa ( EXTENDED TO THE TOP OF THE STUD -
i?
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MA %. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND CI
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX 1T? ,�'�'`�G
CONCRETE � O\,6 pGK
BLOCKING � M \a ').`4 MPx cR tE 0�-
GON _ 2S MIN SLOPE
HORIZONTAL
fi" 910E OUTLET TEE
SEWER MAIN SEWER MAIN
6" MIN_
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE 9EWER ELEVATION
ELEVATION �ANDA1® 91DE 9EITER IIi3fATlATiON
(9SIISR VAIN TO PROPERTY LINE)
NOTE- ® ADOPIBD
UNlSS OTHER WSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY � ��m�
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
erALm� nnm
>� as Ta/ue
o� STANDARD SIDE SEWER INSTALLATION
cs.o (SEWER MAIN TO PROPERTY LINE)
• 1
�,
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
'� 4`X��i�ivi��t{.vi�.l.. _ - � <vi'v `•� / /INSTALL Z" PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (T O -INCH DIAMETER AND UNDER) / AFTER REMOVAL OF POL7PIG
4 Fi MIN. COVER (12 -INCH DIAMETER AND OVER) /
NEW WATER MAIN POLYP vIG f ^
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CRO55 SHAH BE THE SAME PS SIZE OF MAIN UNE
VERTICAL CROSS (MJ X FL)
ONE BOND DANCE ON i0P OF CROGS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(ftEMDVE BLOW -OFF ASSEMBLY PND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG'
ONE DUND FLANGE ON BOTTOM OF CR095
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS hND PDITPIGS SHP11 BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION DF NEW WATER MAIN
RATER YAIN POLYPIGCDIG 3fAT10N
VERTICAL CRO99 FOR POLYPICCING
® ADOPTED
� �a>�
BL'II�® PL1
ua volt a/u
0��4 1r;vATER MAIN POLYPIGGING STATION
ce.o VERTICAL CROSS FOR POLYPIGGING
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