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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.
F
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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 ' . ]
*l
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 _
/
.. -. r
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.
O MENT W
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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
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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
w
w
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
R
N
n
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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9
SCALE. 1 =20
BENCH MARK
AS EXPRESSLY AURKMM BY SAO AGREEMENT OR BY
IN WRFlNG.
OBM
'�/
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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N/3 00 P S n 0,1
LY U £ 1362151 0 ON.B 4ts r 89.. 211 - .L.J
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ASPHALT -
PARKING PAD
END TAPER /
STA 1 +50.20
` OFFSET =_14.79RT
N 145_ 5.08--
E 1295.68
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HAMLIN SHOR T PLAT 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.
FIRE HYDRANT SHALL BE CCREY- TYPE .EQUAL TO IOWA F- 5110
OR COMPRESSION TYPc "Y_4'N AS CLOTY MmAWON; M & H 929 j� --18' To 20' BFiYI0 . BACK OF CURB
ANO,MUO117e.SUPER CENTURION 200 WITH 6" MECHANICAL JOINT - OR 12` BEHIND -BACK OF SIDEWALK
LEGAL DESCRIPTION INLET WITH wGS• THAT IS ADJACENT TO CURB
y� 5-4(4" MAIN VALVE OPENING. TWO 2 -1 r HOSE CONNECTIONS
`i LOTS 10 AND 11, BLOCK 6, EARLINGTON ADDITION, ACCORDING NA7TIIONAL STANDARD`.TNREADS 4' COfjNECTION qTY OF
SEATTLE THREADS WITT1 A. —'O ADAPTOR, 4- ?SEATTLE THREAD 1115 -PIECE CAST MMII VALVE �C M[B! L{� TYPE DOVER.
0 F/ry 0 S TO THE
AT THEREOF ,RECORDED IN VOLUME 14 OF PLATS, PAGE 7, x 5' STORT2; ATTACHED WITH lAr' �TwPUE� STEEL CABLE. EgUAL To aLYMPtc F°UNDRtr ca srAroArm 6 �P sECnaN WITH
fij O(/ F A RECORDS OF KING COUNTY, WASHINGON. 1 -1/4' PENTAGON OPERA'IkfG NUT RRE.HY6RANT'TO BE REGIR.AR BAS£ SECTI011 U9NGTN.ID.FIT. V VE NUT EXF90"
eccOY MrON R NOTE: WATER LINE WAS NOT VISIBLE PAINTT NN CoN��aN�TO Y YEUDW ORA Y°UU �+ Y� • � RAISEa�PAVOIENT M,�R AS
MAX 4'
�e Q. FNNO AOArVM 0,40 FOR LOCATING - 5/26/00 - FIRE HYDRANT :EXTENSION TO BE USED IF REQUIRED �STMN50!&TE TWD- WAY.BUIE
1� r
h ` CUT IN CONNEC710N: /TA IK M / LEVEL I ' ALL J. BURY
CONCRETE BLOCKING
STA. - O+O6a3 -E6:�8 --6139 R'L -.G 'e'9p CONCRETE BLOCKING
(2) 6" ROMAC FLEX COUPLINGS
(2) 6" SPOOLS (1.5LF) 1 5' STORTZ LEVEL ALL GROUND
1) 6" TEE (MJ X FL) �B 1 MIN 3' RADIUS n O
(1) 6' GATE VALVE (FL X :JJ)
(1) 6'X8" INCREASER (Mi.' i ` CAST RON TEE. WITH 8' FLANGE "SIDE ONmm
(1) CONC. THRUST BK. :.. ( / y N 8' GATE VALVE (FL X M,) AWWA C-5W RESILIENT SEAT
Tap (FIELD VERIFY LOCAT'C!= AN U DEPTH) ONE MAN ROCK i r DUCTILE IRON PIPE; CLASS 52 CEMENT LIED, LENGTH TO FT TWD 314'
IL `. I��•777 STEEL LIE RODS. SEE STD DETAIL FOR TIE RODS
¢''��9 18" x 8" x 4' MININUM
i I 6,/ Sp 2 %y. OF
UNDER HYDRAN 1/3 CU. YD. WASHED DRAIN ROCK (3' 10.3/8")
I
RIM =175.? 8 j �0 ": /MC1TY n FfNTO FIRE HYDRANT ASSEMBLY
i 8 "OPINE} = t 74.5, 1 C ,eSS, F^1S k� OUNp y M FM )3YDRANT ASSEMY DEM
RIM ? 75.1 P OP tyTryr / 1/g //d1F fl4L
INV-- 160.1 ' Er�.�, N 01ST /N k � ro- HYDRANT LOCATION IN CUT OR ELL
O ADOPTED
-,�V w, � Op � ..... CRT Of Room.
• ,E. �* w'-:� ar"
R 1,441.86 R'L1RLtm 1?Ltm
E 1472.60 v t Add:vdw nut eximialm R.(amat Lo fl xl - 0CY UT ��.. I�CD�:i2jff3.
cc =1- rAP �'" • �� Mme' v s 8 Ravlesd Al ar Pare a� - DT.
�T NAIL IN c
E FACE ;ROCKERY A�ONSURFd 2 s Camam taxi at Cnan .a pom odor RTd DT
N.,1431 63- 1 - -°� Uti1Ej�TSUA/E @ '� a DAT-e REVISION Y DWG. NAME: BR24 SP PAGE -.8102
4372_1.7 , Y Y ` NOT r-
STA* 0 +2y
TEj ) E 1450:36
(1) 6' 1GAlE VAL J) iv7 �a
z0.3 25 "18,:,
i
END TAPER s
s+
M
RE HYD ASSY. f
A OO
!r,t), RUST BK. . y~ ~- STA. 14.79RU g {y, o
ST����yyyyrlr++++. 0 _' T 1 �` OFFSET = 14.7981 . , q �.
(�8" CAP (MJ) FpU
^` CONC. THRUST BK. NO
WATER SEiv'NCE TAP ,& ` 1.23• NOR' RET�A� S p1Sk 1
ME TO BE IN - _� TlI. C N
/ } BY HE CITY WATER DEPT.i(TYP.) { { CA o6 0,;&ST
(SEE SHEET 6 FOR DETAIL llpN
% EXIST3NG N 13,; 00
f2ot OUSE F 17s443
LEA .11 5' 'RT i FC % /P� 1
(SEI'.RIM.7'0 FlNISH'GRAdE) i U,r►1TE�LIJJE ►'tS'b1AtC.:T UNFOU2ri1�17 /0►.�
�< r I,a�R2osIDe� gy DA%N6 AME14 OF'
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{ f cpcErl&Cfj GoN59QucIM0 e0. 0,
moeeH 0,5, zoo
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=a.RUNCrot: AoD.
NOTE:
CONTRACTOR'TO CUT, CAP AND ABANDONED
EXISTING SEWER AT EXISTING HOUSE ANP AT
SEWER MAIN ON SW 4th PL. (CONTRACTOR
VERIFY LOCATIONS)
,
./-
E 1225.74
v
O z N 1224.78 ° --
O O E 1246.32
1-- N 5 SSMH, TYPE 2 64*0 ti - S-129,
=o W (INSIDE DROP) ti )
} STA. 2+64.80 5' RT EX MH
0 15t4.7aRiM= 45B:4t N 1202.41
J NEW 8" IE ='2� -4 149.96 E 1302.23
J EX 6" IE= 146:56-1 14S .4Z
H
AS a; BUIllom
(CONTRACTOR SHALL FIELD LOCATE
�
f o EX. 6' VCP & SET THE PROPOSED N 1150.12
00 MANHOLE & IE APPROPRIATELY. CONTACT` E 1490.15 - DRAWING
LLd � THE ENGINEER IF CONFLICT ARISES.)
cn w w SANITARY SEWER AND WA TER PLAN DATC
BENCH MARK SCALE: 7 =20 _..,_...._._._...___._,._.__..
c4 O CITY OF RENTON BENCH MARK /1853, THAT ELEVATION BEING 231.95'
z
30' CL OF sal PL.
15' —
1,
0.5'
8' 5.5'
ROW
CBIffTIT
�EWAtx
TED IM ro
HALF STREET IMPROVEMENT PLAN
SCALE: 1 =10
CHE'CKE'D FOR COMPLIANCE
i TO /."TTY .111974iVDAP J.S'
o DBM CONSULTING ENGINEERS,2001
101f^O"•T- CONTAINED HUM IS
PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS
BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE
TERMS OF A SEPARATE SECRECY AGR�T BETWEEN DBM
AND THE RECUPENT. THE RECIPIENT IS NOT TO COPY, DUPUCATE,
OR DMCIASE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT
AS DFRE5S.Y AUTHORIZED BY SAID AGREEMENT OR BY DBM
IN KITING.
crenrr..rr, ,,
Date
Date 31 uL e
Date 713f,
r CLASS & ASPHALT CONCRETE
r ASPHACTTREAIFD eAsE (A78) 301302
B' CRUSHED SURFAaNG BASE. COURSE
HALF STREET IMPROVEMENT SECTION
NOT TO SCALE
CONTRACTOR SHALL SAWCUT
EXISTING PAVEMENT TO MATCH
FLUSH W/THE PROPOSED PAVEMENT.
SEE CEMENT CONCRETE
APPROACH SHEET 4
CIVIL ENGINEERING DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
0 5 10 20
502 16TH STREET N.E., SUITE 312
SCALF
AUBURN, WA 98002
ENGINEERS
OFFICE (253) 887 -0924
FAX (253) 887 -0925
L
rr
- 4- 7 1�
S RvGrSTER�05Ja-
OA'4L NANO
EXPIRES 7 -30 -d(
30' CL OF sal PL.
15' —
1,
0.5'
8' 5.5'
ROW
CBIffTIT
�EWAtx
TED IM ro
HALF STREET IMPROVEMENT PLAN
SCALE: 1 =10
CHE'CKE'D FOR COMPLIANCE
i TO /."TTY .111974iVDAP J.S'
o DBM CONSULTING ENGINEERS,2001
101f^O"•T- CONTAINED HUM IS
PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS
BEEN FURNISHED IN CONFIDENCE AND IS SUBJECT TO THE
TERMS OF A SEPARATE SECRECY AGR�T BETWEEN DBM
AND THE RECUPENT. THE RECIPIENT IS NOT TO COPY, DUPUCATE,
OR DMCIASE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT
AS DFRE5S.Y AUTHORIZED BY SAID AGREEMENT OR BY DBM
IN KITING.
crenrr..rr, ,,
Date
Date 31 uL e
Date 713f,
r CLASS & ASPHALT CONCRETE
r ASPHACTTREAIFD eAsE (A78) 301302
B' CRUSHED SURFAaNG BASE. COURSE
HALF STREET IMPROVEMENT SECTION
NOT TO SCALE
CONTRACTOR SHALL SAWCUT
EXISTING PAVEMENT TO MATCH
FLUSH W/THE PROPOSED PAVEMENT.
SEE CEMENT CONCRETE
APPROACH SHEET 4
(MCP 1 2 Z
SCANNED .?L(' 1 Y 4WL
CIVIL ENGINEERING DESIGN, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
D B M
502 16TH STREET N.E., SUITE 312
CONSULTING
AUBURN, WA 98002
ENGINEERS
OFFICE (253) 887 -0924
FAX (253) 887 -0925
(MCP 1 2 Z
SCANNED .?L(' 1 Y 4WL