HomeMy WebLinkAboutD-342633n
I
'
IE-NW=19.17 IF-N=21.41
(9 STA 14+66,1 29.4'R 112111
CB #5B TYPE 1 RIM=24.96
. .
15 L.F. 12" CPEP SID S=1111
F 12" CPEP J
14 L.F. I
II CPEP St
2
SECT.18 T.23N, R.5E. W.M.
A 14 +83, 271'L
#3B, TYPE (SOLID LID)
A: 26.0
=22.92 12" CI'EP(E)
;MH #3
CB #4 20 11
SS
PVC
I I
I<-4) 20 CB #61 1
9)*
— BP
7
G G G G G G G
v 6 wPVC 2"� 27 w w w w
12 A N BT
4
oti -
c
CB #51J z 44 CONC, SIDEWALK
I 5 MAILBOX
CB2163 C62,64
=24.87 RIM =25.06
IE= 2 IE =23.96 THIS LINE IS CALLED OUT AS
"PROPOSED TELE. DUCT" ON
/� s STA 14 +99, 29.8'R 36 1987 SHATTUCK AVE. SOUTH
V / MH2192 CB #5C, TYPE 1 INTERCEPTOR SEWER PLANS,
MH21 1 RIM -25.76 RIM: 24.8
8 1 IE -20.92 1
= IE =21.56 12" CPEP(SW)
3
CO 28 3 L.F. 12" CPEP SD S =0.737
I 1
��� °Jiffs
C
IM
M1
T
•
It'
O
Ln
0
r
LL1
z
J
U
Q
CONSTRUCTION NOTES:
O2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE
AND INSTALLATION BY CITY)
O3 PROTECT EXISTING WATER
METER AND METER BOX
REPLACE EXISTING WATER
O METER AND METER BOX
(BY CITY)
INSTALL TRAFFIC RATED COVER
O ON METER BOX
OPROTECT EXISTING 10"
WATER MAIN, COORDINATE
WITH RENTON WATER
DEPARTMENT TO SHUT OFF
MAIN DURING CONSTRUCTION
OCONNECT EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
OABANDON AND FILL EXISTING
STORM DRAIN PIPE
OPROTECT GAS LINE (COORDINATE
WITH PSE)
10 COORDINATE WITH PSE TO
RELOCATE OR PROTECT EXISTING
UTILITY POLE
11 CONSTRUCT 8" SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SD06
15 GAS MAIN RELOCATION (BY PSE)
20 SEE DWG SD04 -SD05 FOR
PROFILE
23 PROTECT OR RELOCATE EXISTING
SANITARY SEWER SERVICE
25 ADJUST MANHOLE
27 CONNECT NEW SANITARY SEWER
LINE TO EXISTING SANITARY
SEWER MANHOLE AND RECHANNEL
28 CORE DRILL AND CONNECT TO
EXISTING STORM DRAIN
STRUCTURE
32 ABANDON STORM DRAIN
MANHOLE
35 WARNING - UNKNOWN UTILITY
APPEARS TO PASS THROUGH
EXISTING MANHOLE. VERIFY
LOCATION AND COORDINATE
RELOCATION PRIOR TO REMOVING
MANHOLE.
36 REMOVE EXISTING CATCH
BASIN*
37 REMOVE EXISTING STORM
DRAIN PIPE*
38 REMOVE ABANDONED
SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
41 ADJUST VALVE BOX
44 BURIED TELEPHONE (BT)
SHOWN MAY NOT EXIST.
TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO
CONSTRUCTION.
46 FIELD LOCATE CB TO
INTERCEPT EXISTING STORM
DRAIN PIPE FROM BUILDING
50 PROTECT EXISTING FIRE
HYDRANT
*UTILITY REMOVALS PAID
FOR BY "REMOVAL OF
STRUCTURE AND
OBSTRUCTION ".
ROSEWATER PROFILE D=342633
zo o zo 40
®
CLIENTS IPEOPLEIPERFORMANCE SCALE: H: 1" = 20'
1201 THIRD AVENUE, SUITE 1500 "— 1
SEArae, WASHI�ecTaN MST 3033 V: 1 —10 SCALE IN FEET
SURVEYED: RAINIER AVE S (SR 167)
i APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NANO 1988
DMjM HARRIS AECOM Q��
WA DESIGNED: M�% DESIGNED: 1 " =20' HORIZONTAL NAD 1983 /1991 IMPROVEMENTS PROJECT IELOSOOK
�, K. SMITH c, } CITY OF PHASE 1 PAGE:
10900 NE 8TH STREET, SUITE 750 DRAWN: .11 RENTON SHATTUCK AVE S STORMWATER BYPASS
' ! 6+,yyyy� � R. EDRALIN DATUM DRAwwc No:
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 ° 6seoe 410E CITY OF RENTON DATE NECKED: ON� e INCn I Public Works Dept. STORM DRAINAGE &UTILITIES 5D02
AT NlL SCALE
of M. DE LILLA NOT ONE .NCH PLAN AND PROFILE STA 13 +50 TO 17 +50
/ONAL ECIG� )Q ADDENDUM NO. i WRE 0709 KRS nvaaoveO: SCALE ACCORDINGLY
sHEEr: 33 or q8
_ FED AID NO.: ARRA- 0167(044)
2i 2001 NO. REVISION BY DATE APPR K. SMITH
;_�� D- 273426
ROPOSED
AVEMENT L
LIMITS,
EE SHEET •
P0
• P
®'
//C2 :
:.
• NO
, „
• ,
SS
Q ��
„ Q
® O
O ®
®
F 12" CPEP J
14 L.F. I
II CPEP St
2
SECT.18 T.23N, R.5E. W.M.
A 14 +83, 271'L
#3B, TYPE (SOLID LID)
A: 26.0
=22.92 12" CI'EP(E)
;MH #3
CB #4 20 11
SS
PVC
I I
I<-4) 20 CB #61 1
9)*
— BP
7
G G G G G G G
v 6 wPVC 2"� 27 w w w w
12 A N BT
4
oti -
c
CB #51J z 44 CONC, SIDEWALK
I 5 MAILBOX
CB2163 C62,64
=24.87 RIM =25.06
IE= 2 IE =23.96 THIS LINE IS CALLED OUT AS
"PROPOSED TELE. DUCT" ON
/� s STA 14 +99, 29.8'R 36 1987 SHATTUCK AVE. SOUTH
V / MH2192 CB #5C, TYPE 1 INTERCEPTOR SEWER PLANS,
MH21 1 RIM -25.76 RIM: 24.8
8 1 IE -20.92 1
= IE =21.56 12" CPEP(SW)
3
CO 28 3 L.F. 12" CPEP SD S =0.737
I 1
��� °Jiffs
C
IM
M1
T
•
It'
O
Ln
0
r
LL1
z
J
U
Q
CONSTRUCTION NOTES:
O2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE
AND INSTALLATION BY CITY)
O3 PROTECT EXISTING WATER
METER AND METER BOX
REPLACE EXISTING WATER
O METER AND METER BOX
(BY CITY)
INSTALL TRAFFIC RATED COVER
O ON METER BOX
OPROTECT EXISTING 10"
WATER MAIN, COORDINATE
WITH RENTON WATER
DEPARTMENT TO SHUT OFF
MAIN DURING CONSTRUCTION
OCONNECT EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
OABANDON AND FILL EXISTING
STORM DRAIN PIPE
OPROTECT GAS LINE (COORDINATE
WITH PSE)
10 COORDINATE WITH PSE TO
RELOCATE OR PROTECT EXISTING
UTILITY POLE
11 CONSTRUCT 8" SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SD06
15 GAS MAIN RELOCATION (BY PSE)
20 SEE DWG SD04 -SD05 FOR
PROFILE
23 PROTECT OR RELOCATE EXISTING
SANITARY SEWER SERVICE
25 ADJUST MANHOLE
27 CONNECT NEW SANITARY SEWER
LINE TO EXISTING SANITARY
SEWER MANHOLE AND RECHANNEL
28 CORE DRILL AND CONNECT TO
EXISTING STORM DRAIN
STRUCTURE
32 ABANDON STORM DRAIN
MANHOLE
35 WARNING - UNKNOWN UTILITY
APPEARS TO PASS THROUGH
EXISTING MANHOLE. VERIFY
LOCATION AND COORDINATE
RELOCATION PRIOR TO REMOVING
MANHOLE.
36 REMOVE EXISTING CATCH
BASIN*
37 REMOVE EXISTING STORM
DRAIN PIPE*
38 REMOVE ABANDONED
SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
41 ADJUST VALVE BOX
44 BURIED TELEPHONE (BT)
SHOWN MAY NOT EXIST.
TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO
CONSTRUCTION.
46 FIELD LOCATE CB TO
INTERCEPT EXISTING STORM
DRAIN PIPE FROM BUILDING
50 PROTECT EXISTING FIRE
HYDRANT
*UTILITY REMOVALS PAID
FOR BY "REMOVAL OF
STRUCTURE AND
OBSTRUCTION ".
ROSEWATER PROFILE D=342633
zo o zo 40
®
CLIENTS IPEOPLEIPERFORMANCE SCALE: H: 1" = 20'
1201 THIRD AVENUE, SUITE 1500 "— 1
SEArae, WASHI�ecTaN MST 3033 V: 1 —10 SCALE IN FEET
SURVEYED: RAINIER AVE S (SR 167)
i APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NANO 1988
DMjM HARRIS AECOM Q��
WA DESIGNED: M�% DESIGNED: 1 " =20' HORIZONTAL NAD 1983 /1991 IMPROVEMENTS PROJECT IELOSOOK
�, K. SMITH c, } CITY OF PHASE 1 PAGE:
10900 NE 8TH STREET, SUITE 750 DRAWN: .11 RENTON SHATTUCK AVE S STORMWATER BYPASS
' ! 6+,yyyy� � R. EDRALIN DATUM DRAwwc No:
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 ° 6seoe 410E CITY OF RENTON DATE NECKED: ON� e INCn I Public Works Dept. STORM DRAINAGE &UTILITIES 5D02
AT NlL SCALE
of M. DE LILLA NOT ONE .NCH PLAN AND PROFILE STA 13 +50 TO 17 +50
/ONAL ECIG� )Q ADDENDUM NO. i WRE 0709 KRS nvaaoveO: SCALE ACCORDINGLY
sHEEr: 33 or q8
_ FED AID NO.: ARRA- 0167(044)
2i 2001 NO. REVISION BY DATE APPR K. SMITH
;_�� D- 273426