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SSMH RIM = 46.34 /
INV = 36.34 (8" N)
INV = 36.34 (8" SE)
/ / I
a5 / rI
/ N
GRAPHIC SCALE
10 Q 10 20 40
1 WC$ = 20 IT. l_ -
_C /RIM 7 e
'INV = .30 (8" N) /
4_� ' INV - 77 (15' P S)
INV - 36.22 ( "iMP'^'-
44V
-A _-
wv �� I
INSTALL S" STORZ FITTING ON
EXISTING FIRE HYDRANT '
15'' TERM DRAINAG .° < \ - • - `�
EMENT
R LOT 2 - I
TBM
g6 '' er ER SHORT PLAT
MAG NAIL
ELEV = 34.54 �-
FO D REBAR BENT
a
/ CB IM 32:05
INV 29.2 CMP N)
(1
29. (1 CMP S)
SEC. 29, TWP. 24 N., RPG. 5 E., W.M.
/ SSMH RIM = 43.74
INV = 28.89 (8" N)
INV = 28.89 (8" SE)
12 "x 22" CONCRETE METER /-IN UNIMPROVED RIGHT OF WAY
BOX WITH 3/16" STEEL DIAMOND PLATE / INSTALL METER BOX AT -
COVER EQUAL TO FOG TITE METER PROPERTY LINE.
SEAL CO. B -10 METER BOX. W
6" MIN °
FINISH GRADE 9" MAX SIDEWALK a
THII� �.�`:`"-., _". 21 MIN WATER METER TO BE -112" MIN
COVER SUPPLIED BY THE CITY
36" MIN COVER 36" MIN C
TYPE "K" SOFT
COPPER TUBING
2 -, /2"
JFORD COPPERSETTER
NEW DUCTILE IRON LOOP DOWN TO CENTERLINE W 72- 15W-- 44 -33G (FOR 5/8" x 3/4" METER)
NAI
WATERMAIN OF WATER MAIN TO PROVIDE 72- i5W- 44 -44G (FOR 1" METER)
SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER_
LINE TO METER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
ON OUTLET.
CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
THREAD (CC). PACK JOINT (3/4" F1000)
(t" F1000) IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
22 -1/2' DRTD C
xCOMPRESSION COUPLING
3/4" OR 1" GALVANIZED PLUG
FOR SERVICE FROM EXISTING STEEL
EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP
T :C C, • " "� ^ "` LWAL - MULLLLK 1
3/4" & 1" WATER SERVICE (BY CITY)
\ \\
5 SEWER
EASEMLN?\
X v v vv v •� ��� v
I
� \ \\ \ \\
i a
F iNIDE
-- - - - - --
15' UTILITIES EASEMENT
DEDICATED TO CITY OF RENTON
PER SHORT PLAT
VOL. 52, PG. 184
/
1,879 SF vL BARN
/ I _ iCOINE IS NO TO VERIFY 6' SS. Fl20M-
/// INE IS NOT IN SERVICE. CAP AND ( >TYt[t Bl,+l:ul J G'
,,ABANDON AFTER VERIFICATION OF 140� 6• PVC SS F F E,-- SERI VICE r yaHtP . C H
f IE 27.84 AT TEE!
1
000(MAX.)� J f� 1
IE 36.
AT PROPOSED
I '
'BUILDING / RIM 40.50'
IE 8• PVC 36.0 i� qt
(MAX.)
1! a �; /
TBM 1` ,' %' --•• -- i ° / 6 1
/ MAG "��� „QIL
ELEV = `\26.03\ 1< f -'' / f t� J`• \ i_ e 1 "� 1% •1 1 `,i j� 10• LANDSCAFEIkTRIP
SDMH - R+kf -- x'26.04` i I 1 _
/ I I l � /// / SSMH RIM 33.37 1• DOUBLE CHECK J I t + d ,,I' _ NB RIM 69.09
(89 CMP Fl
INV - 2019 N CY` r VALVE ASSEMBLY PER -
/ / J - - -'�_ INV 8.2 CL FLOW' a C.O.R. S.P. DWG BR54 PRESSURE REDUCING VALVE N INV = 66.39 (t2" CMP S)
P PER C.O.R. S.P. DWG BR 45 i I /EXISTING Fl STORZ HYDRANT. ON
/ 1 NV ��e
/ J (/ CB RIM \24.52 �% J ! �y / \, / (WORKING PRESSURE BEIWEEN,e �;,���eo® i�.
\� INV = 20.92 (12 "C N) ., i iC AND PSI) \ e, 1��Oe -moo
/ -KVT - ca:72 -M "�Nt G� S) - • E - 8 .,+ !I l0
/ c % �. INSTALL 12'x6' TEE
INV = 20.97 (12 "CMP NE) �'- j' n a a. •o
/ /T X771 7/ /�� 7%:T7 ll // / `�v E a __
Q ..... SSMH RIM - 34.18 ; 1" WATER SERVICE PER 7 ° r 3/4• WATER SERVICE PER) 77� ��7' �T /T/ ITT% 11 %7 T �T/ j 6
CF / INV - 27.9 CL FLOW
° C.O.R. S.P. DWG BR41 (IRRIGATION), C.O.R. S.P. DWG BR41 (DOMESTIC) M = �3 12
�`- WV f 8" IN 12' OUT NEW METER BOX NEW M yETER BOX C 1 r�
1 F INV ,58.97�NE
+
I' _
1 6K• 12• D.I. ,CL 52 i ydy 1 INV `58.37
�i t INV 58.6 +
GB RIM ME 48TH STREET ` j
!, CB RIM - 57.31
!( r INV = 25.3 (8' CMP W); i CB' RIM = 45.198 `INV = 5.6 (6" CPP E)
INV. = 43.39 Q6" PLASTIC S) I INV = 5. .2 (6" CPP S) !!
1 I �: ,
,�Zi Z7i + -Z �z_ 7_L7� Z_�zz -7-Z7%
EL
WV I'rt " °' �f �- CB RIM = 46.33
--" SSMH RIM = 34.96 ° --- -
F'-' ' _ INV = 42.73 (6'• PLASTIC N) °-•�- -}-CB RIM = 72.25
INV = 27.5 CL FLOW INV = 42.20 (12" CMP W) I LINV = 66.9 (12" CMP E)
CB RIM = 22.08 SDMH RIM = 28.62 12" DIA INV = 42.23 (12" CMP E) I INV = 68.3 (6 "' CPP E) 9t"V 33790 /cvL'
INV = 1963 . (12" CMP E) INV - 2 .9 (12" CMP W) f i ) I ( ) GI $TERcOG��
/INV = 1 .7 (36" CMP S) ,v INV = 43.43 (6" CPP ) I INV = 66.60 (6" CPP W) \ 01 EN •q
American Engineers Planners Surveyors RECOMME ED FOR APPROVAL
05 -07 -2005
B DATE: ��,/ CALL 48 HOURS EXPIRES
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052 BY: i1.1 DATE: BEFORE YOU DIG SANITARY SEWER 8
BY: B�oul. GAFnu DATE: I,5 4 1 -800- 424 -5555 WATER PLAN iS of
AEC #0404
PHONE (425) 881 -7430 Fax (425) 881 -7731 -
BY: DATE:
File path &Name -T
1\ 2004\ 0404 \Engineering \Dwg \e0404swl.dwg 07/26/2004 0429154 PM PDT FT, i T
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