HomeMy WebLinkAboutS-285601I A PORTION SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. o I
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RIM, ELEV 42,1 17
CSR CHNL = 409.70 8 'PvC N,S
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NOTES:
1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO
ALL OTHER MAINLINE UTILITIES.
2. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. HAVE BEEN SHOWN
FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,
SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION.
w`^�p•s7 -?8t6
VEFii ICAL DATUM:
CITY OF RENTON
BENCHMARK:
ORIGINATING BENCHMARK:
CITY OF RENTON 'BM 1844' FOUND 2' I.P. FILLED
WITH CONCRETE WITH TACK IN MON, CASE AT IN7X
OF SUNSET BLVD. AND DUVALL AVE. S.E.
ELEV.= 409.38
LOT 16 LOT 15
PAD -4255 PAD - 425.0;
IE= 418.74
'E -416.9 6� --
SSMH No.8 (SHALLOW MH. 6 PVC SS
TYPE B -54 "0) PER C.O.R. S= 0.0200 MIN.
SID DETAIL B072 IE= 419.18
STA. 10 +05.00, 2.4' LT�" -
RIM = 424.30
IE 6 "(NW) = 418.54
IE 6'(S) = 418.54 - --
IE 8 "(NE) = 418.44 -
I
- ;;- LOT 1
r�l j
L -
7BM -A:
SET CHISLED SQUARE AT N W. CORNER OF CONCRETE PAD
UNDER POWER XFER ON N. SIDE OF N.E. 187H ST
ELEV.= 423.48
IBM -B:
TOP OF 'ESM" REBAR AT 'LOT 5" ON SOUTH PROP. W.
ELEV- 424.28
LOT 14 LOT 13
PAD - 424.5 `•, PAD -424.5
IE= 418.36 IE= 418.10
1 IN
SCALE: 1 " =30'
30 0 15 30 60
GRAPHIC SCALE
JE=41B.57 \
I _ -LOT -12
PAD- 4245 N o�
ssco N-0.1
RIM = 42a36
IE 8 "(S) = \417.93
,
` IE= 48.30 a IE= 417.50 I j ( ' Cn
IE =18so LOT 4 LOT 9 , I >
SSMH o 7 SHALLOW MH. PAD24.5
TYPE 54 ' 0 C.O.R. V PAD -4245 f ` \
SID. D TAIL 8072 IE= 417.31 \
SSMH No.6 (TYPE 11 -48 0) u
STA. 7 7224, ZO' LT __ -\ STA. 7 +13.81, 3.8' LT. \ I Z
RIM = 22.63 -
I IE 8' _ _ ! •� I IE 8'(� NW)� 416.92 ' �
IE 8 "(S = 17.18 IE 8-(NE) = 416.92 v
1 !I
I LOT 2 ! LOT 3 IE 8 "(S) = 416.82 N! \ 75
!PAD -425.5 ;PAD -4249 VLOT 5 -° '� LOT 8
PAD -425.0 PAD -425.0
IE =417.06 \ \\\ IE= 417.25
1 I \ 1
- - - -- - - LOT 6, LOT 7 - FND.
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- 1.
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'P AD -425.® 0 r�a�Rt�e� NPAD - 42 5 _
� IE= 416.80 .1 y B? 1.46' E.
1k= 41q.99
MAY 6, 2001
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