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STA 20+55.00t.9.5`R SE 1/4 SEC. 1$, TWP. 23N, RGE. 5E, W.M.
EXIST SS MH
RIM =2S.51
IE-24.3
STING AOE CONTRACTOR TO VERIFY
PROPOSED 6'i
EXIST. if
_____ -___�
_____..________ -RIFY
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in
< NEW 8' WATER MAIN
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WATERLINE PROFILE
i
3
STA. 21+02.77, 13.45' R
CONNECT TO EXIST. 4' MAIN a
1 -8'x4' REDUCER (MJ)
3 -8' NIPPLES (PE) STA. 20+98.20, 3WR (CTR OF VAULT) -
1 -8' SOLID SLEEVE (LB 1� 4' DDCY ASST zi`E ` CONS W/
1 -8' VERTICAL CROSS ?MJ) I STA. 24 +66.54 ABANDON ST 4- WATER m v7na„ VAULT (LreorLAI J MECli ENGINEER
2 -8" MJ PLUGS a FILL WITH ROUT AND CAP PER CITY STD. DETAIL BR56A \ NSE/ 824
1 -8" 90' BEND (MJ) t SSMH RIM =27.99 DTH END 1d FL- 329
1 «CONC BLOCK I IE N -S CHAN =23.25 FOUND 1 ItEB BSKT-- 25.8
SEE BEFORE & AFTER DETAIL S W/ CAP T.CA96
EW 15' x 15' WATER �
14LF D.I.P. ' EASEMENT
STA. 21 +02.77, 0.40' L GARADE
1 -8 "x8" TEE (MAFL)
1 -8' G.V. (MJ)), N. 1
1�8" G.V. FLxMJ) E. ° TO PE
PLUG (MJ) N. SIDE G.V. I x
2 -CONC BLOCK ° ® N
5LF ' D.I.P. N89'42'21 "W 113 -82' (115' + / -DEED)
STA. 20 +98.18, 0.40' L 3OLF 4` D.I.P. P.I.V. c
1 -8 "x4" TEE (FL)
1 -4' G.V. (FLxMJ), W
1_CONC. BLOCK \ ST 20±93.9 20' R---,
m y I
IN ALL 21LF -1/2- m z STA. 2D+ 90, R
U . SERVICE t -1/z- W I 1Mt -s /2' IM f DCVA SIlE M/
No ss s AnoN Q t - PER SID .DET 41 t 34 PLAIL
TO BEN THE CITY DETAIL B 42 -
P NEW S.S. C TION FIRM SIZE I W/ a F.D.
ME ENGINE R o
30' w
I
U- 0 30LF FIRE LINE
SEE GRADING PLAN FOR W d A~ Dom SERA
ASPHALT REPLACEMENT AND I6 r: SAN.
° es
REPLACEMENT SECTION DETAILS; T - .6 TE s 2645 a -
ALL TRENCH RESTORATION SHALL y ® _r " °� IE- t 24.83,
BE PER THE CURRENT CITY OF f - Z o _ t
RENTON TRENCH RESTORATION Iz REMO ME R _ Y
AND STREET OVERLAY
REQUIREMENTS w
I o. 9.45 -
2s�
STA. 20 +38.46, 13.45' R SSMH RIM =26.51 CONNECT TO EXIST S.S MANHOLE �S P
INNER COVER =24.3
1 -8" 90' (MJ) BEND (CUT IN) PER CITY PLAN INSTALL 291 F D.I.P. SS O 2.0076 MIN. +
18'x8" CROSS (MJ) CONTRACTOR T VERI CONTRACTOR TO VERIFY LOCATION 2 -8" MJ PLUGS INLET RIM =2 -78 HORZ. k VERT. PRIOR TO CONS _o
1 -8" NIPPLE (PE) IE 6 "S =24 -9 c _.P
I -CONC BLOCK FINISH FLOOR
SEE BEFORE k AFTER DETAIL CITY MAY INSTALL SEWER
STUB TO SITE CONTRACTOR 27.15 f0
TO COORDINATE.
STA. 20- BEND, (MJ) L INLET RIM =25 O
1^ 8' 90' BEND (MJ) E 6 "E =25.2 I 14LF 8' D.I.P.
1 -CONC. BLOCK 3 zT
STA. 20 +35.53, 13.45' R �° 0W-U+
CONNECT TO EXIST. 8 "x6 E " TEE o IE R
REMOVE EXIST. 8 "X4" REDUCER 3 t B'
(VERIFY) k INSTALL: I
2�8" NIPPLES (PE) iO y� LL
1 -8" SOLID SLEEVE (LB) w n _ SCI MH RIM =2Tts Q p
SEE BEFORE do AFTEItD DETAIL sD so sI -so N so z4 E- W =z2.DS sD o
- RECORD =27 °CLAY -
SOT
SD SD SD SD SD 3 SD�SD D SD 24° SD SD SO-
BENCH MARK FOUND TACK IN FOUND t/2' ttEHAR
No. 619 -95A LEAD PLUG IN NOTE: NO EASEMENT IN TITLE D.3' NESF CIF caLC SDMH RIN =27.40
INLET RIM =26.25
CHISELED SQUARE 2' E. CONC. GLITTER IE 6 "S =2545 REPORT FOB STORM DRAIN PIPE PDS7noN E BNNE =zsz
i P -S.P. E IE 12'N
OF CF BK. WALK ®TNT. OF z7 No s FOR DE IE 24 -65
'.. 10$5 METRO 108 "SS 08 5 8 S 08° O IE 24'E =27.5
ELEVATION= 26.58
_ p ,°n S 89 42'27° E SUED SSQ.35' MEAS (55072' DEED) 55
- -- - - - - - --
. 70.06' 114.99'
NOTE CUR ENT BENCHMAR DATUM ARE o
NOTED IN U PER RIGHT HA 14D CORNER S 89.45'38' E (� �[ [
(S 8942'21' E SUBD) `\J IH
I +
w w 18 "WTR. un w w w w W
o J"
o OWMH 24 WTR w
s I
2 "GAS G METRO MH RIM=
N
G IE 8'ESE =17 -94
U: \97158- 01 \XWTR.DWG
24X
GRAPHIC SCALE
t0 0 0 W !0 b
IN FEET
T hch - 10 R
CITY OF RENTON DATUM 1140
LOCATION: FOUND A PK NAIL NEXT TO A MONUMENT CASE AT
THE INTERSECTION OF SHATTUCK AVE S. AND S. 3RD
MONUMENT: PK NAIL
NORTHING: 54269.33 EASTING: 395995.59
CITY OF RENTON DATUM 1898
LOCATION: FOUND 1.5" R.R. SPIKE W/PUNCH MARK IN ROAD
SURFACE AT INTERSECTION OF SHATTUCK AVE. AND
S. 6TH ST.
CONTRACTOR NOTE:
UTILITY CONTRACTOR SHALL INSTALL BUPLLruc FLANGE CONNECTION.
/ COORDINATE CONNECTION TYPE, LOCATION AND SIZE WITH LICENCED
SPRINKLER CONTRACTOR PRIOR TO ANY CONSTRUCTION.
SPRINKLER CONTRACTOR SHALL PROVIDE DETAIL OF SPRINKLER RISER
AND DETECTOR DOUBLE CHECK VALVE ASSEMBLY TO RENTON DEPT.
OF P - W. & FIRE INSPECTION FOR APPROVAL. WAND WATER METER
READING PAD SHALL BE INSTALLED ON THE BUILDING FACE.
.h SEPARATE PLANS AND PERMITS ARE REQUIRED FOR FIRE SPRINKLER
o-6 SYSTEMS. THIS DRAWING IS ONLY REVIEWED AND APPROVED FOR
WATER MANS.
WATER TO BE AS -BUILT BY LICENSED SURVEYOR
PRIOR TO BACKFILLING THE TRENCH. �1t
I
I
I
ET !! 00 EX.4" WATER EX.4' WATER EX.8' WATER
Eft
o e 8 "x8'CROSS (MJ) VERTICAL n o 8 "x8'CROSS (MJ) VERTICAL
3 -8" MJ PLUGS 3�8' MJ PLUGS
1 -2' TAP WITH 1-2" TAP WITH
TEMP. 2' BLOW OFF TEMP. 2' BLOW OFF
S o TEMP BLOCKING NSTALBLLPIGI N GCROSS
o�
or baj 8' D.I.
l i
h BEFORE
I
ry I
I
1 �
h° f ABANDON
EX.4" WATER EX.4" WATER _ EX.8" WATER
1 -4" CAP W /GROUT R
/ GQ
"`- J 0 REMOVE EX. 8'x4" a REMOVE EX. 8 "x4"
J REDUCER, MJ PLUG REDUCER, MJ PLUG
Ts 8 2' BLOWO FF ASS'Y; !wt 2" BLON"O FF ASS-Y-,
PER REC. RETRIEVE PIG & INSTALL: k INSTALL:
t CITY E*mT 1 -8" 90' BEND (MJ) 1 -8' 90' BEND (MJ)
MONAL M 3 -8" NIPPLES (PE) 3 -8- NIPPLES (PE)
3 REAL K;*AIMEN >ENT 2 -8' SOLID SLEEVES (LB) 2 -8" SOLID SLEEVES (LB)
1 -CONC. BLOCK 1 -CONC. BLOCK
i tf-Y D.I.P.
97 Ag
:V _.
- -_
fit_TER...
.. AF C �, ®APO•
�
SEAL
m p_1084
24'CLAY FMOMWNDED
SO SO- POWA31RZQVA. L % 97158.Oi
to�+o s
sD 2 -5D BY /O L
By BUSH, ROED do HITCHINtiS, lac.
U
BY! - CIVIL ENG^'"ERS LAND SUR�pVgE�Y�O�R}S
'�+7�i/7 ® zoom MINN AVL EA81 1 W&0445144
BY �� - �- --T"� M102-�13 ~ FAX (206) 323 -7735
BY T--T E -MAIL: F IIIC.COM
CITY OF RENTON
�- DEPARTMENT OF PUBLIC WORKS
3825 s2® o WATER & SEWER PLAN
s se** a,ly BURNETT AVE. FAMILY HOUSING
-W - -- 633 BURNETT AVE.
G/ DESIGNED: DATE: 8/2897 FILE NAME:
2 REVISED PER QTY COMMENTS 9 -25 -97 DRANK: WPG 1'mTO'
1 BID SET 8 -26 -97 CHECKED: BDC vxt0 6":
/ REMSION BY APPR. DATE APPROVED: 94EET: 5 OF: J
T, '2lttot S,.,e�n.,l�. 1
_ FY - +7.1 It oy BKIIN t
W _213aOL
ROLL 158