HomeMy WebLinkAboutS-348001COLUMBIA CHECKED FOR COMPLIANCE
~ BANK RENTON TO CITY STANDARDS
F-
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
1- Da
' CITY OF RENTON, KING COUNTY, WASHINGTON Date
STA. 2 +68.43, 18.27 RT
8" WET _TAP SEE STD. PLAN B115 ON _ Date
SHEET C4.6 FOR CONNEC110WIMIL t
1 -8" TAPPING TEE PROVIDE 3/4" DOMESTIC - 0 Ld I31
1 -8" TAPPING VALVE (FLxMJ) WATER METER PER STD. DWG
1 -CONC. THRUST BLOCK N10 B106 ON SHEET C4.5
__., .._
08" STA. 2 +68.47, 42.00' RT
1 -8" GATE VALVE (MJxFI) 1.15011
° -- 4- -&"x4" RUN ICE R (FLxM4)7=-
N91 5,5�` O1
_._. ._. -
w 1 +00 _ 2 +00 0 3 +00 °
5 +00 0
Q z �- - -4 +�� N89'10'29 "W° ---- 1Z3926� -_ 6 +00
O o DDCVA IN VAULT WITH PIV & FDC SIZE TO
z STA. 1 +00.00 IS LOCATED AT; � � - --E-- -�-•- ..�.._ - - � -�- -
�- THE INTERSECTION OF THE o BE DETERMINED BY FIRE._SYSTEW� DESIGNER,
z _ TERLINE- BF--SW 7TH - ,"° ' °O SEE STD. PLAN B09$:1 ON SHEET C4.5 SW 7TH STREET � ° °25 ,. � _ ___ - � SSMH 1 -48 "0 -�-
o W M S EET AND THE PROJECTS o `� " �- w w
---- -0 1� EXISTING 12 WATER _._ W
CL 1g'5� WESTERN BOUNDARY LINE �. w w _ W STMH f5s0 Rtfr�23.26' IE = E
� 1°n t` �D`L1 - �.�_ _.._ ._ __ � _ 0� 24" CPP NW IE= 1:6.2T _��� �°�
T
a 1Dc� ALK
IE = 16.87 (6"W) EXISTING FIRE HYDRANT
24" CPP (S) IE= 16.74' " '� PROVIDE 5" STORZ-F'ITTING
EXISTING FIRE 1 OVERBUILON EXISTING 8 SEWER,
12" CPP (SW) IE= 17.56' �0
z Q w w - __ HYDRANT ��6 L. CO�TTOR SHALL POTHOLE EXST.
W. ��
a < . L RZ o
Q P PR BEGINNING ONSTRUC
m ' 0
SE 0 CONFIRM LOCATION D'DEP
RT
P [OR BEG SE 110
L
3216' - LEASE' ,PARCEL E. )p p
4,1 ' �`� . S89'10'29 "E PROVIDE
405.00' -°
CB 1581 RIM= 24.22'
WATER METER PER STD. DWG 5 . Mu wu
25 ___... - 25 12" CPP (W) IE= 20.02' '~°M ( p
m ENO TRUCKS EET C4.5 2 E) IE= 20.23' ��` N TRUCKS S a� u
G / ,o° Too Ir_,c -70' n 1 .. _._ _�.._ ..._... _ .v�...: _:. __,.. 19" rPP new IF- 9n']d. _° �. S 3 �...."" ` r� n n °
(�
IV VI1 IL -IV. /V t
_ A
rr ' r ° ° - - °� ` . tt
f, `: t' t
J..,( ; -. ..
-
... \/
PROVIDEXDCVA PER STD: DWG o o . r
\_B101 ON SHEET C4.6 STA. 3 +83.79, 58.37' RT C•- �� 0
ISSCO #2
3 RPBV P STD. 24LF -6 PVC
/ RIM= 24.78. � �
G. B11 N SHEE IE =18.81 SDR35 0 2.00% D N 0 r
s
n
- S SSMH 1244 RIM = 25.41'
73LF -6 "_PVC S 35 0 2.00%
4 SPRINKLER SUPPLY 3 D TIC D 1-P
t I " �''. 3 o $ $ 21.00 J IE -19.26 (6 "W)
i CB 1680 RIM =,24.48' / 2 O IE -19.21 (8 "W)
i ( { 12" PP IE= 14.4 ' (NW)' D SIZE TO BE CONFIRMED $ SU PLY, COORDINATE POI s N89'f029 W
OF CONNECTION WITH �^h STA. 4+00.3 40 ACCESS EASEMENT PER REC. NOS.
IE -19.16 8 N
1'2"/' :PP IE= 14.52" (S) („ )
'.x1 i I ; ; ' i " ' p DESIGNER p p PL M�BING CONTRACTOR SSMH 1 6 RIM- :99' 5� S �,� 75.02 RT 17712300984 & 9402152078
_ C "
1 i 4;0 �� 8" PV (E W S SSCO 1 00 `
CC L # I
OWS & WEST DEMOLISH EXST. IM =25.53
�`° SEWER WEST OF =18.33
9k,5 0 12.4 T �1 NEW SSHM #1
s.'' SSCO #3 CB 1321 RIM = 23.72'
RIM 24.98-- _ ._ _Iz;_ 4" PVC (W) 22.80'
I It 77 r f •; 3 1 203 �`..
Columbia J
'ilt : i 1 --: L, Ri
' Y f
Il
" = W w w J COORDINATE SEWER SERVICE POINT OF - `
CB 1 79 RIM 23.55' ' CB 1 16 RIM= 23.74'
CONNECTION WITH PLUMBING CONTRACTOR h ,
12" P C IE =21.16' (S) `ti
12" C P (S) IE= 21.29' <
i j I 6" PV (E) IE= 22.02' } ;
COORDINATE FIRE SUPPLY POINT OF y " �' GP MCHALE'S
CONNECTION WITH SPRINKLER CONTRACTOR FF= 26.21' I E
d GP
FA( / a
i 1 I i
! ' ( p p _� S ; STAIRS j
,
S89'i0 29 E
' 384 00 "
MAPLE 8" 1 oil
GRAVEL I STAIRS
L
I I
3;
CB 1011 RIM '212" CPP (N) IE--21.30'
'x 3.21'
6" PVC (E) IE�21.28'
L / 0' `AC E ENT PER REC. GRAVEL $ 11//
/ N
`NOS . 7712 } }009 215207
CB 1653 RIM = 24.08' \CB 1672 RIM = 24.20' STT2UCTU /
12" CPP (SW) IE= 17.61' 12" CPP (N) IE= 18.78' tiyly N
0 T' 12" CPP (E) IE= 17.79' 12" CPP (W) IE= 18.13' AH B L E -_
PLANNERS
r ' P 1� ° i ROW 1
P CB 1751 RIM= 25.04' I
/ 0 24" CPP (S) IE= 17.32' I
10' ELECTRICAL EASEMENT
18" CPP (SW) 1E= 17.14' m- --- I REC. N0. 8010160469 x
1i8 ,r CPP IE= 16.85" 8" PVC (S) IE= 20.86' n n n , GRAPHIC SCALE (TYPICAL)
12" PVC (NE) IE= 17.18' F
% 1856 RIM= 49' °c� EXISTING FIRE 20 0 10 20 40 80
12" (S) IE= 16.44' HYDRANT % ASPHALT
18" CPP ) IE= 16.71'
12" PVC (N- ) IE =16.91 CB# 1781 RIM= 25.64' 0 ��lc? -- /
1 " CPP (NE) IE= 16.60' 12" CPP (NW) 1E= 15.69' IN FEET
I 12" CPP (S) IE= 15.81' 0 1 inch = 20 & 40
\ ASPHALT I I MAPLE °
1 C. nnlu n ? E nno
6
S. G
O�
•P 23467v
is
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PR%ESSIONAI.'SEAL AND SMIURE. PUBUCATIOI OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OwNERSHP RIGHTS IN IT. THS DOCUMENT IS FOR USE
OILY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK
AND IS NOT 70 BE USED FOR WAR RE►MM OR
AOOHIO! TO THAT PROJECT OR FOR ANY OTFIER PROJECT. NO.
CITY OF RENTON VERTICAL BENCHMARK NO. 1895
2" BRASS DISC WITH PUNCH ON CONCRETE MONUMENT IN CASE
AT INTERSECTION OF SW 16TH STREET AND LIND AVENUE SW.
PUBLISHED ELEVATION 25.70'
Ysz
SU�J•WB �9 VERTICAL: NAVO 1 IN
� " =20a rwPoZOHrN NAD /aes feel �; }� CITY OF
C" RENTON
�►wn: GCH
I. _ _ ONE INCH DATUM
OHECKW. i AT FULLS Planning /Building /Public Works Dept.
IF NOT ONE UM
REVISION BY DATE APPIR N" SCN.E 401N LY
SMC
n
U
a
m
Si
M
N
0
U
O
a
d
0
U)
0
0
0
0
a
v
0
0
0
N
W
N
CALL 48 HOURS
0
BEFORE YOU DIG J
3
1- 800 - 424 -5555
0
N
Q
DA7L*
COLUMBIA BANK - RENTON 9/22/08
FNh1.OB00K: �
n
PAGE:
-0RAMINIG N0: N
UTILITY PLAN C4°
SHEET: O
9 1
ill- N'NIY 11