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HARLIN SHORT PLA T CALL BEFORE YOU DIG]
UTILITY AND STREET IMPROVEMENT PLAN 1 800 - 424 -5555
NE 114 OF SE 114 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M.
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
CRf SS OR COMPRESSION TYPE SUCH AS CLOW MEDAWON: M IC H. 929 18' TO 20' BEHIND BACK OF CURB
S /N 0 /Sk I AND MUELLER SUPER CENTURION 200 N1TH 6' MECHANICAL JOINT OR 12' BEHIND BACK OF SIDEWALK
OF OU CqS N INLET WIIH LUGS THAT IS ADJACENT TO CURB
T. � LEGAL DESCRIPTION 5-1 4 MAIN VALVE OPENING. TWO 2 -1 /2 HOSE CONNEC710NS
Q N 15/00 0SlT/ON8 SST - 3 LOTS 10 AND 11, BLOCK 6, EARLINGTON ADDITION, ACCORDING NA�ONAL STANDARD THREADS 4 PUMPER CONNECTION CITY OF
Z t!j f Ti 0�j1 .,, "�_ G S To THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 7, XX 5* SSWRTZ, ATTACHED WITH R1/8STAIN�SS STEEL CABLTME.R� EOUALPITO OLYIAPIC FOUNDRY .BroO.X5T1ANnnRD TYPE ToP1 SECTION WITH
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000 Q Gj� Z O N O,c R �{NC RECORDS OF KING COUNTY, WASHINGON. 1 -1 /4' PENTAGON OPERATING NUT. FlRE HYDRANT TO BE REGULAR BASE SECTION LENGTH TO FlT. VALVE NUT EXTENSION
PAINTED WTH TWO COATS OF PAINT. PRESERVATIVE ® AS REQUIRED (SEE DWG BR46 / PAGE B090).
�. a PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL MAX 4'
j M q �9/ O �esooN MT N �, NOTE: WATER LINE WAS N07 VISIBLE MIN 21 STINSONI1Ei PAVEMENT WAY BLUE.
88 A8
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
aOQVM O.I FOR LOCATING - 5/26/00 FIRE HYDRANT EXTENSION TO BE USED IF REWIRED.
W Lij Q 2 ] - - h�O� ARNj A! T CjBS3 LEVEL ALL GROUND 42' MINY CONCRETE BLOCKING
Q O La1 CUT IN CONNECTION Al MIN 3' RADIUS BURY
_ NT _ - STA. - 0+05.13 L5.78 '90 CONCRETE BLOCKING
U M = W N START TAPER (2) 6' ROMAC FLEX COUPLINGS
N ��'
STA. G +59.56 - -. -.. _ (2) 6- SPOOLS (1.5LF) 5 STORTZ LEVEL N 3 RADIUS GROUND _
OFFSET= 5.75Rr r sw . 1) 6- TEE (NJ X FL) _ s 1 _ .
' 3R (1) 6- CATE VALVE (FL X NJ) CAST IRON TEE. WITH 6' FLANGE SIDE OUTLET,
�0• J '- 'p (1) 6'X8' INCREASER (NJ)
r
�y I �6' GATE X
C _ �ry C` _ (1 CONIC. THRUST 8K. I VALVE (FL NJ) AWWA C -509 RESILIENT SEAT
FIELD VERIFY LOCATION AND DEPTH) d' ONE MAN ROCK 6' DU LE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4'
'�. 1 STEEL TIE RODS SEE SID DETAIL FOR TIE RODS
16 "x 8'x 4'M UM
END TAPER S '`C•,, p -' 47F� S�Li ' CONCRETE -- B -THIN 1/3 W. . WASHED DRAIN ROCK (3' TO 3/87
STA. 1 +5020 i ti �ti i z _. -- F J FIRE HYDRANT ASSEMBLY
6
OFFSET =_14.79RT { p �...` _
N 1455�D8 ` • '� - - / 1,@01& EILL FIRE HYDRANT ASSEMBLY DETAIL
E 129568 ~C,q'w ollOSB HYDRANT LOCATION IN CUT OR FILL ADOPTED
. - h K '`:.. .. ''•. /`/ OtT' 7 16.
2 R �C ♦ - ®. any OF Rmil
_ ♦ � OTC �,. .. H!r�_
�"� �-.. N 144196 STANDMm PIAN9
N 144 - E 147260 12/N Add wlw .t extension. Re .t to 11-Ar DCV DT IST DATE 12/96
/ ✓ E1 5_63 T�_7 T '� - 5 e� RaMxd Port DCV DT
2/15 Cerreeted text d Chaged Palk odor Rh DT
E FFCc -" 1 M -�MO/yUM fE0 (,N - DATE REVISION BY PR DWG. NAME: BR24 SP PAGE: 6102
tsa, i E 1431.63 NITS NfOB -
#' 0+2JAw. 5.83 T N 1437.65.... `�. fC'F TcN, FOUN
i �.'- / �! �• (1) 8x6° Td- (NJ X�FL) E 1450.36RrJN f D
(1) 6" GATE VAL)?E� (FL X.,MJ)
Z..H o ] - 40 ,.. / I
(1 6" SPOOL
�Y��-D /!, �aEfID1+1A�PER 30' - a of arm ne..
Q,. O s _ _ / I •() CONCUHRUST BK. - - "' OFFSET=14.79RF : 15'
_ `,.... f _ 6. Of r (I 0+3212. 585-L ' . ]
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0 0 20 / 3 CF / (1) B CAP - {, Fa,
�; / O CONIC. THRUST SK r� [x�@R� 0.5'
W (L SCALE 1' -20' -- _ O 1100- -` r .jr (2) r7' WATER SERVICE TAP & Iiq'" cSK ,ry 8' 5.5'
1•-°1 ,METER TO BE INSTALLED 4� & O.Sr,' _ R W
�y c e T8 \ f < < 1` BY/ THE. CITY WATER DEPT., (TYP.) C''1TC P �S7 51��
- (SEE SHEET 6 FOR DETAIL)
Tj AQk
OS
q7 G2 EXISTING AT
STA. 0 +901 5'. Ri
IE =169.871
(SET RIM TO FINISH GRAPE) CEMENT CONCRETE
GUTTER & CURB
f
2' CLASS 8 ASPHALT CONCRETE
P
J5�0 . - /. 2' ASPHALT TREa1ED BASE (A713)
'CRUSHED SU 6 WACMG BASE COURSE _
/
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3 LFI6" l�
- HALF STREET IMPROVEMENT SECTION
M TO AlH,SE, i l NOT TO SCALE
W - -__. 172 e V 3R
oN 20 - _;/ / 80 S�E�/ /MpD ,i`R -- EXISTING PAVEMENT 0 MATCH CONTRACTOR SHALL
FLUSH /THE PROPOSED PAVEMENT.
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PROP
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-STARfi TAPER
STA. 21 +30.20
d
O 5 10 20 N� d OFFSET = 15.00�T
--
` NOTE:
DO
l EXISTING OR JO CUT, CAP AND ABANDONED / . -- 1 F38 W 8O �
a CONTRACTOR'
SCALE 1' =10' O, .. 5\ "- ••�,...' "" ;.
ER AT EXISTING HOUSE AND AT r -�
6 SEWER MAIN ON SW 4th PL. (CONTRACTOR STING PARi(ING PAD A OF WALK fit! I _ N 4��1-4
ts8 u VERIFY LOCATIONS) BCK' E BACK-
1/375.63
63 -
ts ...
a'
r F- {F 8F CURB i Tf
ST� 2 .19 i
N 1
E 225.86 -- � m ,/ / __ ...- 86 r OFFSET =15.97RT
1226.75
CONCRETE W i( SEE CEMENT CONCRETE
.s \ / EXISTIt�IG AIc /% '\-.,i
7t
/APPROACH SHEET 4
N 1224.78
E 1246.32 HALF STREET IMPROVEMENT PLAN
I_ N (n SSMH, TYPE 2 54 "0
y SCALE: 1 ° =]0
w (INSIDE DROP) - EX MH)
° sra 2+64.e5 s' Rr
RIM-156.4± N 1202.41 - -_ CHECATD FOR CONPL.MiVCE
} a NEW s" E =140.55± E 1302.23 - sa�sr, TO CITY STANDARDS CIVIL ENGINEERING, DESIGN, LAND PLANNING, aYG
= J INFORMATION SURVEYING, ENVIRONMENTAL SERVICES
F- (CONTRACTOR SHALL FIELD LOCATE
F o o DBM CONSULTING ENgNFERS,ON
IX. 6' VCP &SET THE PROPOSED N ,1150.12 CONTAINED IO7RIII N
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MANHOLE & IE APPROPRIATELY. CONfACT
THE ENGINEER IF CONFLICT ARISES.)
E :1490.15
THIS DOCUMENT AIlO I E
PROPRVIARY TO DIM CONS&TING ENWIEERS AND HAS
BEN FURN194ED AND IS
mx�Ex INE
Date ��
f!' BLT
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SANITARY SEWER AND
WATER PLAN
TERMS OF A � I� A
AND
OR DISCLOSE THE CONTENTS TO ANY PERSON OR FNIOY EXCEPT
Date 31 JUL Z O
NG 502 16TH STREET N.E., SUITE 312
AUBURN WA 98002, I °
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SCALE. 1 =20
BENCH MARK
AS EXPRESSLY AURKMM BY SAO AGREEMENT OR BY
IN WRFlNG.
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Date 7 31 � Oz
8 tONALB
OFFICE (253) 887 -0925
ENGINEERS
FAX (253) 887 -0925 2/16/04
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CITY . OF RENTON BENCH MARK 1('1853, THAT ELEVATION BEING 231.95'
A?-
ww/0- a7- ��sJf. wsip •t9° la /d
c`z�'• ' 3�/3G/ -; o /> c /) SCANNED SEP 13 2002
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