HomeMy WebLinkAboutW-024610Li V)
(L
>
F-
c1r)
0 m :z al
:z 1 D <
W
<
Lj 0 Cl
z F-
2
10 i i 2q -
1:3 W wjo SCALE- 1"=A& Uj cu
Ir Ir: 1-- w I cr
2 1--
0
iu)
(o
L,, j 0 ARE 6 >-
MAINTA.IN, A03Ll-.T AWYQ 0- 1 - F-
0 Z-,40ULI�,ER
A F?Pr))ktMb0 F AREA
Fl L
LOCATE EX I ST I WG I? 'WATER Li WE -�l I- AS NEICESSAR� 11,4
COMPLIANI-L W / SPEC.
PF
CONNECT WITH ;-12"W�I-SEND(MJ) 'ov. �a. PROPOSED 12-C.I.VVA7ERl-(WE
X 41
L
T J5
1.kFj 1EO, IE
I- X t 7. F4 . F.,
4 49�!
iC.A2 ---- ---- I
SANITARY 5EWER EXIST. a
/41
- 77w-
�
GRANT AVE s
Xll/
A/
co
EXI5TIKIG 6'C-1 WATER LINE
EAGLE RIDGE DRIVE
"o
MIFYIST FIRE HYDRANT
L1191,TIOM 2 STPA,10+IS
LOCATE EXIST 8" WATER LINE
4 COWWECT
I_10:75-00 -jf IRE HYDR4WT PER
CITY OFREWTOW STAN OARDS
BEN50N
APP`R0,)T-0 -- CITY ENGIWEER r DATE
REIW-TOm,WA3I-IIIWGTOK,
SCALE-I-A.O•
r`.. � ` c AP
F.}.I'.T WAD C F%L,, AS
I R eCl
ArPROX- r-X 5T
r,50
NOTE: PUGET DR IVE
12"CA.WATER LINE TO `/
E5E COW5T.UW0ER EX-
iST. 2A" STORM Ll WE
NAIMIMUMCLEAR-
t5cy
ANCE OF 18"
2"AIR� VACUUM. RELEA-
ASSE M En5L'( PER CITY
REM-TON STANDARDS.
I TEE (M J)
-I I -G.V. OA,J) Fill I
I 1 -12' - IC."GLT E VALVE - H VY CLA55 SO (M.J.) NO R I Z.
Qt-4- I I'IA* BE N 0 (F E 4 MJ.)
PRECASr STANDARD VALVE CHAMBERS
(5EE N07F- N-5)
L
ARGE VALVE CHAMBER - 4PWA 5TO PLAN N'�
INVERT fj. L —I
1 11 ---- -- - — C) + 00
i5ELOW SURFA'CE
L9
$F
ROW PIT
A
/ lz- Q�'A!;�, Y VAC ,i. /
PT,
A.
- -C�nc
TEE W; 4; rv. EP, L%me
4;5 -- �8 11 1 1 1� - - — —
T 7
EXISTIN
RO SEID 8'C. I. WATER LINE
df.v. (M J.)-
EXIST BURIED TELFPHOWE CABLE-) of .255 10
7.52 3.L-FIRL HYDRANT PER
CITY 0F
GENERAL NOTES:
I ALL WORK SHALL COMPLY WIT" CITY OF RENTON 57AWDARDS, AND WILL BE SL13JF-CT 'TO HNSFEC-TIW�
I APPROVAL- BY THAT MUNICIPALITY
2. ALL WATER MAINS SHALL BE CAST IRON FIRE UNLESS 07PERWI5E NOTED.
3. ALL JO: WT5 FOR FITTINGS SHALL BE MECHANICAL.
.4+ EX15TING UTILITIE5 AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY AND ARE
NOT TO BE INTERPRETED AS THEIR EXACT LCCATION.T7 -!E. CONTRACTOR SHALL BE RES-
PONSIBLE FOR LOCATION AND PROTECTION OF ANY EXISTING UTILITIES WITHIN THE
PROJECT LIMITS.
5. PRECAST VALVE.CIALMBER WITH ONE I' RISER EQUAL TO APVVA :`(1-3 STANDARD PLAN
NS Gq SHALL BE U5ED FOR GATE VALVES 12" AND LARGER.
G. JACK CROSSING UNDER BENSON ROAD.
1(,'C:,l WA7E.RLiN5
1 4v
Q
C)
c. �-A—RA, c, -r 4-- pk -
PLIGET WE57ERNANC.
GRANT ST. 15ENSON RD. WATER PLAN
FEB,5,19C.8
f 5RYANT
2E18SION 2120 "GR