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°I
SECT.18 T.23N, R.SE. W.M.
CONSTRUCTION NOTES:
\ REPLACE EXISTING WATER
Il \ (f) \ OO SERVICE LINE TO MAIN
YD 36 REMOVE EXISTING CATCH
1 PIPE AND INSTALLATION BASIN
BY CITY) 37 REMOVE EXISTING STORM
I eulLSwc CB #9 20 43 �\ \ MH2063 O DRAIN PIPE*
MHSas \� RIM=28.31 O REPLACE EXISTING WATER
�PR"OPOSEiS PAVE ENT RIM =27.41 2 4 A00' Z METER AND METER BOX
IF E =23.21
LIMITS, SEE SHEEN RP03 IF N =20.80 10 PVC SS E w =18.01 REMOVE ABANDONED
N 48 \ IE NW= 22.35 CB #gq vD E —N =20.21 (BY CITY) 38
�\ � °� SANITARY SEWER*
ioa 37 20 CB #8 w 39 MH842 18 42 �0' cezoas O PROTECT EXISTING 8" 39 REMOVE EXISTING MANHOLE*
42D MO °: MH843 RiM =27 3 RIM -27.64 WATER MAIN
0 HAN. O B #7 _� \ 39 s s� \ L =al =20.01 IE E_ .77 31 IE -28.10 CONNECT EXISTING STORM
z 7 41 ADJUST VALVE BOX
O DRAIN PIPE TO NEW CB, O
— CON SIDEWA — �, — — 'C c. D B VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE /J —BOX
Q CPEP S� TO CONSTRUCTION 42
< 39 (COORDINATE WITH PSE AND
o e ° O ABANDON AND FILL EXISTING QWEST)
p s s Haaz - iz CONE. STORM DRAIN PIPE
MH2127 10 55 AOAND. Q O 38 16 20 +43.07' r7 z C
15 25 1 24 °: 33 p 7 9 PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULT
LIj Lij
12 13 3g 1e +oo w 38 41 a a7. 2a+ z1 +oo B #10 a O zz +oo o (COORDINATE WITH PSE) COORDINATE WITH (PSE)
a° Pvc nP s 47 CB #9B $ M 1 8° Pvc 41 12 PROTECT EXISTING BURIED 44 BURIED TELEPHONE (BT)
p c G 3 37 . O TELEPHONE CONDUIT O SHOWN MAY NOT EXIST.
� W W W C sf 25 " ' < � °-- �---'" A W W W (COORDINATE WITH QWEST} TELEPHONE IS OVERHEAD,
BT T BT 6 MHZ77 VERIFY PRIOR TO
o ao STEEL < INC MHZS 7 P 26 28 ° O 12 zo�4 r 13 PROTECT EXISTING BURIED CONSTRUCTION.
CONC. o s O
7A ceQOSS or 41 C. POWER LINE (COORDINATE
41 N 7 ) a B ° ° ° 3 13 TUCK AVE. WITH PSE) 46 FIELD LOCATE CB TO
I— — — 082263 — — — b 9z sx 6.5' 1 ON FENCE O INTERCEPT EXISTING STORM
(n 44 7 gym. E 14 PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING
° T MHZSa7 RIM=27 18 CBZOSS CABLE TV CONDUIT O
MH849 CPE Q RIM -29.57 RiM -27.15 MH841 41 RIM -27.73
Lv C82203 RiM -27.53 CO851 Z m: 04 4 c CTR. CHAN. IE N =24.28 RIM -28.08 49 IE -zs.8a (COORDINATE WITH 47 WARNING — SHALLOW
z RtM =27.17 CTR. CHAN. RiM =26 9 ^' �° F' 4' - -�_ =18.42 CTR. CHAN.
° tE E =20.23 18.85 COMCAST WATER MAIN IN THIS AREA
=17.74 IE =2 . 8 \ O o �' zc )
IE =24.57 Z IE W =24.17
NTH CONTROL I f " S
= STRUCTURE B2095 ` 00 THIS LINE IS CALLED OUT AS 15 GAS MAIN RELOCATION (PSE) PROTECT POWER VAULT
h36 37 CB #88 RIM=26, 0 tee\ �RI "PROPOSED TELE. DUCT' ON 48
Q N 1807 sHATrucK AVE. SOUTH Z O (COORDINATE WITH PSE)
° INTERCEPTOR SEWER PLANS. COORDINATE WITH VERIZON
H2779 16 BUSINESS FOR RELOCATION OF 49 PROTECT EXISTING 3" DIA
RIM CHA \
C R. CHAN. EXISTING FIBER OPTICS LINES CITY CONDUIT (COORDINATE
=18.00
Y 17 COORDINATE WITH ALLSTREAM WITH CITY)
FOR RELOCATION AND INSTALL 18" OVERFLOW
°o PROTECTION OF EXISTING 51
Z v RISER AND SHEAR GATE,
° FIBER OPTICS LINE SEE DETAIL ON
PROTECT EXISTING AT &T FIBER SHEET SD07 ZL
ROSEWATER
CLIENTS I PEOPLEI PERFORMANCE
1201 THIsD AVE \UC, SUHF 1500 6
IIATn; VIACN WCip Ai ,1x I - ¢1111
PROFILE
SCALE: H: 1" = 20'
V: 1 " =10'
D= 342634 2° 2° 4
SCALE IN FEET
DM)M HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
R 3
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NAIL
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APPROVED FOR CONSTRUCTION
an of RENTON DATE
SURVEYED:
SCALE:
1" = 20'
ONE
VERTICAL: NAVD ,988
HORIZONTAL ND ,983 /199,
DATUM
�i 1�
..� CITY OF
t � RENTON
Public Works Dept.
FED AID NO.: ARRA- 0167(044)
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
'PHASE 1
SHATTUCK AVE S STORMWATER BYPASS
STORM DRAINAGE & UTILITIES
PLAN AND PROFILE STA 17 +50 TO 22 +33
DESIGNED
K. SMITH
FIELDSOOK:
PAGE:
DR WN:
R. EDRALIN
DRAWING NO:
SD03
CHECKED:
M. DE LILLA
IF AT FULL
SCALE ACCORDINGLY
L
ADDENDUM NO. 1
WRE
07/09
KRS
APPROVED:
K. SMITH
HE T. gq OF:
NO.
REVISION
BY
I DATE
I APPR
ch;
DI
-
273421