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/ (� S. S. M. H. No. 7 - 48"
/ �4PL STA. 8+SS.6 I
5' RIM EL.=327.2$
475 476
5 P 31T Qom,/ / I.E. 8"(S)= /.v
35 / li C •�� � f �� / J I F 8"(SW)- ouT /E. 4'C�/,9.v.�/. - 3/7.35 J
N / o [NOTE,
TA. 6.83.53, 15'LT. - HIGH AVE. S.
c�P / / o J I MON @ INTX. S. 7TH ST. $ I
� �o + r HIGH ST. = 0.00 - HIGH AVE. S.
/o'
/ /,4 ® / /
DATUM: U.S.C.& G.S.
BENCHMARK: CITY OF RENTON B.M. No- 260
!! \ R Q y� ��� / / !I ►..� I CHISELED SQUARE AT BACK OF WALK INTERSECTION,
e !� ! 1 N_W. CORNER SOUTH 7th ST_ & HIGH AVE. S.
x (� 9 / w "~+ ELEVATION = 357.87
0 /
e.
le- It
co
Xosa 1 otd&
fo
'- / -- GRAPHIC SCALE
RE -BAR (FND)
EWING' 20 0 10 10 40
2 0 -ri.4. 9fG 7
\ S S M H No 8 - 48" / o' 2o' ;ovc PLv� .r = 3zSss
80
IN ET
STA- .6+43.04 / .l0 ",odC 2 N - ' STiQ 9�09 _ 1 inch =20) ft
RIM EL.= 32$.2/ / �
I.E. 8"(NE)- i v \ I.E. 8"(NW)=0u1
\ TA. 7*48.15, 38'RT. - BEACON I °�
NOTE: LD8TK @INTX. S. 7TH ST. 8 / 6U �, I -SO0 CERTIF'ZATE
S
\ \ 0+00 -BE
yF' ACON AVE. = BEACON AV ..40w?* Nie"r rt#:i< A C; c� f Of � -8
UM
00J' 1 NOTE. 'C $T Oro RARY SEWER lArER SVSWM
EXISTING ROADWAY STORM DRAIN LINE MUST BE PROTECTED N i4oft I3
DURING CONSTRUCTION_ 2" A/C PAVEMENT OVERLAY OF HIGH .� p �-
AV. S. WILL BE REQUIRED IF DAMAGE OCCURS DURING CONSTRUCTION.
' D OTWO- \ 1 5' / J
\lVI
T
/ 1
OffE
S. S. M. H. No. 6 - 48"
NOTE: J S.S.M.H. No. 5 -- 48"
STA. 10+98.01
ON RACTOR TO COORDINATr J NOTE-
T RIM EL.= 345.•oj STA. 14+39.21 = STA_ 0+00 (ON -SITE SS)
f WITH UTILITY FOR UTILIy( POLE ' OVERLAY FULL WIDTH OF S. 6TH ST. WITH
\ \\ \ T I I I_E. 8"(E)= iw /-- ¢ CA.VWAI - 333. 37 2" A C REQUIRED AFTEK RIM EL.= 359, v S
\ I \ fr \ \ STABILIZATION DURING 5 I I.E. 8"(N)=ouT / I.E. 8"(SE)=��✓
CONSTRUCTION. - BACKFILL OF UTILITY LINES. I.E._ �
\ 8"(W)-ou - 349�8
\ s I STA, 4-32.7(h 15'LT. HIGH AVE. S.
STA. 3.26.39, WILT. - S. 6TH ST.
�
E 12 ('S) 342 66 o SOUTH 6 th ST. T ,
EQUATION, � � .5.�.
422.92 - � HIGH AV S. - �_ - - - _ - - t N •- - - -
aj I = 000 S. 6TH ST.
NOTE, INTX. NOT MONUMENTi'D /5,3 /Z'CPEP N
---
�� ' +m� "_" - N89.11'26"W
� 12+00 341.Y' - PVC 0 4.83 % 13+00
--
.�� I.E. ®CROSSING -= 341.00 _ AS-BUILT�C4.40% _-- - - _ _ -
I.E. ® CROSSING = 340. 4 v _--- - -- -
\ \ - RIGHT-OF-WAY
sT
345,
-__
:. P. _ .1 N -RVC P41S I.E =351.E �C33�Z�- � N/Gc = f-z p
w =REE' N LE.=BED - 'n_ A
_
S / 3
I
J
I
I NOTE:
CONTRACTOR TO COORDINATE
,,WITH UTILITY FOR UTILITY POLE
STABILIZATION DURING
CONSTRUCTION.
"z -
EQU ATI ON--
_ STA. 14+39.35 OFF -SIT BAN. 'SEWER =
STA. 0+00 SAN. SEWER THROUGH LOT 11
SEE SHEET 8 of 17
FOR CONTINUATION
C.B. No. 14 - TYPE I
Ay Rz STA. 14+36.745' RT. , _
\ I �\ ss`1 I STA //�iG.7, 4.0 '�Pr ^ r / = 344�0. '0S 51, 5' RT. (ON -SITE)
\ \ \ J w/SoLiD Locyiv{, Lim I
AiMEL = 341S ;77 3508.73G LID le, i2/s4=3SS.53
�F_ /Z'' e % 34'/.17 J 20380-.
/ri2 "4w�_ 355.33
"�ir./Z lsi = 3q/.1�7 485486 .88, 5'LT. - S. 6TH ST.
PP I 487
C.B. No. 15_A -TYPE
STA. 11+og 5,�.�� L STA. 4�27.88, 9.45'LT. - HIGH AVE. S. I C I'T CD F' F2 El N T' O N
NOTE MON @INTX. S. 7TH ST. 8
RECOMMENDED DEPARTMENT OF PUBLIC WORKS
��r
A jy w/SOLID LOCKING LID
HIGH AVE. S. = 0+00 - HIGH AVE. S.
RIM EL_= 344. z8 Lv' FOR APPROVAL
I.E. 12"(S-N)= 339•o EXIST_) ��: S.S. & S.D. -SITE)-PLAN
I_E. 12" E = o NEw BY `� 1_C,c(2 /
() 33 9. S( ) �r --� �' ��'�' RIVER RIDGE
\\. `i l\I �yl I ` CONTRACTOR TO VERIFY LOCATION & i.E_ ' * I _
\�\ �{ �\ I PRIOR TO CONSTRUCTION '.3 g �'
\ \ I h� I D ,'. }F c��•' DESIGNED: MD DATE 6 13 9 1 FILE NAME: 89041
RECOMMENDED �, ., c, S, . �, __
FOR 7ZAL '►ss��.: ``� 2 ,4S=�U/LT-SA,R/SfwF STo.P� aGL. /a 29/9Z DRAWN- DGL --
\ v - SCALE: 1" = 2 O ' FIELD Bo4K PAGE:
1 PER REVIEW 9/27/91 ASP MLD 10/3/91 CHECKED MD
�' �I ' I {' �I I �`�� I \ BYZWwa _ NO. REVISION BY APPR. DATE APPROVED: SHEET_ j D OR i 8
„T-�., 1".' ./, . •JS� DIRECTOR OF PUBLIC WORKS