HomeMy WebLinkAboutWWP2703462.2WATER AND SANITARY SIDE SEWER PLAN
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WALGREENS
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
PEDESTRIAN S:%G'N.
SK3NAL POLE
P
IGNAL OX
SDNIH R;:M----400.-�I_?
12 CON" W ,2 4 -',,z 4"
J
P,•24%- "ON!' W::::. -7 ee, F, 2 -�'B TYPE 1
f LLJ
12 :.MP E m,3 3
CIMP W381�3
L.+42�.58�
74 4� , STA.
FND FINISH NAIL IN CONC P(op)
. ...... ...
IN CASE -CITY OF RENTON
SURVEY CONTROL N). 1503 2" RPBA IN AROVE�GROUND
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tt
NW CORNER SECTION 15 STA 6,
SS'14H RI?A01-31 ... ... .... EX. 1 WATER METER 1.� � I — - - f , '_ , -, f �: �! - -- !
METER
TO BE RELOCATED TO
8:t p""r STA. 11+02.29
8 �VC S 393 1 .5 3
INSTALL: THE BACK OF WALK AND
'go
VC, _58 NE 4TH STREET
1-8 X6" TEE (MJxFQ
11+00 USED FOR NEW BUILDING. SW03'12"E A04.46' (BASIS OF BEARING)
c5 �O ss —
8" PVC 'it _,,:��ss — 13too.- - ---------
- 7 _Tv+7ZVE(rt3tM`; - — ............
SATE ss — ss
'M I.- .
TV 5� 77
0 — ,, *f "T . . ....
EX. 2" GAS ..LF_.6" -DI 7— 3.24s s
-EX. 12" W - - - - - - - - - - - - - - G 1 —F,.H.-.,ASSY. PER C.O.R. STDS. A
_J� RIM=397.
iE . .....
3 IE-39 .18±
G I
i:i FyP[ m j 1'4 SI)MH 48" RINI:::' 9167
---- ------ --------- 6"
------- E� GAS GV 5,DMH 72�' RIM=391.55
- - - - - - - -- - - - - - -- - - - - - - - - - - G "Y' G
_77
-- - - - - - - - -
CONC 5=399.16
q'I - T
----------- -------
----------
T
AD
I", DI W-399.1f."
ss EX. 8" Ss
SIGNAL P(ILE gg293.27'
0.03,
FDC
ol
V
0
.9 SSCO STA. 12+59.621
4. RIM=398-0 EX. FIRE HYDRANT TO PIV
130,
J_
.36 IE=393
BE REMOVED AND
REPLACED WITH:
5' MIN." t8 LF 6 SIDE 25 LF 6" DI EXTENSION 3.5� 'DS N=383.-
C14 1 —FH ASSY. PER NT S��-- 0 1.0%
STA. 21+38.70 EASNE
6 7.5' SANITARY Sli AND:NC' WATER
EX. 1" WATER METER TO I' C.O.R. STDS.
`I iV I SEWER EASEME
_j
sew
BE RELOCATED TO BACK
d REC. NO.
OF WALK AND USED FOR 10 "ILT FNC 0 TOP
84707239001
JAX L 1\1 0.
. ..... -W-J .. . __ \ . "i 111,
vl�, im � r', t X F.A R
IRRIGATION. INSTALL 1
`—SPRINKLER OOM WITH
DVCA IN PLANTER.
ca. �1132100009
INTERNAL D W PER C.O.R
�J, A PER C.O.R
L : 5 1 8 11 J C-1 'C, S SM. DETAIL
N 7 117
zm
to
S4
STORM DRAINAGE
u�
EMENT REC.
0 NO. 8470723900
z
TAX PARCEL 1\10, 5132100020
X1
fl
1c)
cni
CN
S
0
STA. 22+31.39
IEt - TAP " INSTALL:
1-16"x6" TEE (MJxFL)
1-6- GATE VALVE (FLxMJ)
29 LF 6" DI EXTENSION
1 —FH ASSY. PER CITY
OF RENTON STDS.
C8 "YPE 1 Rik3=404.06
8' CON,,' W=401.1
8" :ONO E=401,41�
'6 T'.--(PE I PiM=404 illp
12'OK -N7::400.45,
1 N C S=400.4-
3^ PVC: 4tim--3955 80
X F,AH_E_11
at
i4i
C3 SiDMH 48" RIM=396,02
C4
24' CM11P N=389.29
10 " MP SIA1=1392.2-7
Tt P RIK;'R=3` q3,.0
1
ten ........... SDMH ��',4' R:M= 39 �0
8"F
- - - - - j-W-----
---------------------
C)
- - =:Ot 7 ---------
133.4 1'
.... .... 'Ii�, (-Ma NNW : 4,9(11
ADS 'S 0
!EW= 384,51-1 NOTES:
1. CONTRACTOR TO FIELD LOCATE ALL EXISTING
WATER METERS SERVING THE EXISTING BUILDINGS
AND REMOVE, CAP, AND USE FOR NEW SERVICE
ACCESS EASEMENT REC. NOS.
PER CITY OF RENTON STANDARDS.
8609230401 & 9&10261102
2. CONTRACTOR TO FIELD VERIFY THE EXISTING SIDE
SEWER PIPE MATERIAL FOR THE USE OF THE
NEW BUILDING AND REPLACE IF OTHER THAN PVC.
3. DURING THE' DEMOLITION PHASE OF THE PROJECT,
CONTRACTOR TO FIELD LOCATE THE EXISTING SIDE
SEWER FOR THE BUILDING TO BE REMOVED AND
CAP AT THE PROPERTY LINE FOR THE USE BY
NEW BUILDING IF IT MEETS THE CURRENT CITY
STANDARD. IF IT IS DETERMINED THAT THE
EXISTING SIDE SEWER CANNOT BE USED FOR THE
NEW BUILDING, A NEW SIDE SEWER SHALL BE
CONSTRUCTED AS SHOWN. CONTRACTOR SHALL
NOTIFY ENGINEER WITH THE FINDINGS OF THE
EXISTING SIDE SEWER LOCATION AND ELEVATION
3
FOR THE FEASIBILITY OF IT'S USE.
12' ADS W=389, '2
801 TOM STRU:('1 URE ----385,68
I&
_j
i6 TypE '1 48'
0f N;; ,. €) ',;42. 6
AM P W 392,
'2 00P 36
4, Al.
`-_-1 L'( 0 - -3 14 ;- 0 1 -!5-- 3 �L 6 P- 0 ( (5-
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