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PARCEL:
722140--0090
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PARCEL:
72140-0444
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PARCEL:
722140-0090
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—BENCHMARK "IV"
TOP CI:INIIR BOLE 01= 1=IRP_
HYDRANT ON THE WEST SIDE
St (NJ OF RFNION AVE S IN FRONT
OF 329 REINION AVE S , Ae A
PARCEL r ARCE
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NEW WATER LINE
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
SEE DWG W-9
RECOMMENDED FOR APPROVAL BY
SECTION.
DMH—
R IM 14 0.4s
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION
IF -1,54.6H(9 ANI Cl
LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS.
S STA 24+84.47 TO STA 26+84.47
WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED
IF 13693(1 CMP N)
BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE
n
PAID FOR BY "SITE SPECIFIC POTHOLING".
DO P -174 68
HORZ SCALE:
1"=20'
"-5'
4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
r 3,
5. SEE DWG G7 FOR UTILITY POTHOLE DATA.
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6. FOR CLARIFY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET.
FOR 1—FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY
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..J N. AeS
CONSTRUCTION NOTES
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PARCEL
Z2E 5
V\ JN Aa
72214n-0447
PARCEL
.',Z CJ -
PARCEL
722740-0446
PARCEL:
722140-0455
722140-045U
PLAN
STORM SYSTEM
IMPROVEMENTS
SCALE: 1"=20'
DF A',.- s
PARCEL:
722140-0055
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IINI E F ROW RIM 1 34.81
RIM -140 52 IF 117.11(5'CMP
I 1287(8'ADS W) sDMH Nor 131,56
NO f=117.77 RIM=1;14.30
L 13,200(1 AIH S)
If 130 50(8 (MF E)
If 13UtU(FCMf W)
If I .8 10(17 CMF' N)
301-11&50
PARCEL:
722140-0460
(D REMOVE AND REPLACE CEMENT CONCRETE CURB AND
GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB
INSTALLATION. REPLACE TO NEAREST JOINT.
(2)EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO
PROTECT AND PROVIDE TEMPORARY SUPPORT DURING
CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY
HAZARD.
(3)PROTECT AND SUPPORT EXISTING UTILITY CROSSING.
® CORE DRILL AND CONNECT NEW 12" SO TO EXISTING
SDMH.
(5)POTHOLE SIDE SEWER. SEE STORM WATER NOTE 4 ON
DWG G2.
KEY PLAN _*
5 2.5 0 5 10
1"=5'
Scale Feet
20 10 0 20 40
1"=20'
Scale Feet
PROFILE
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS
RECOMMENDED FOR APPROVAL BY
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION
JOSEPH FARAH
LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS.
S STA 24+84.47 TO STA 26+84.47
WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED
INI)I
BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE
RIM 1 54 2.3
n CE,33p
PAID FOR BY "SITE SPECIFIC POTHOLING".
IL 131 93(8'
HORZ SCALE:
1"=20'
"-5'
4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
r 3,
5. SEE DWG G7 FOR UTILITY POTHOLE DATA.
1"=5'
VERT SCALE: 1
/
6. FOR CLARIFY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET.
FOR 1—FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY
-e- Rz
DRAWINGS (V—XX DRAWINGS).
CONSTRUCTION NOTES
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IINI E F ROW RIM 1 34.81
RIM -140 52 IF 117.11(5'CMP
I 1287(8'ADS W) sDMH Nor 131,56
NO f=117.77 RIM=1;14.30
L 13,200(1 AIH S)
If 130 50(8 (MF E)
If 13UtU(FCMf W)
If I .8 10(17 CMF' N)
301-11&50
PARCEL:
722140-0460
(D REMOVE AND REPLACE CEMENT CONCRETE CURB AND
GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB
INSTALLATION. REPLACE TO NEAREST JOINT.
(2)EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO
PROTECT AND PROVIDE TEMPORARY SUPPORT DURING
CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY
HAZARD.
(3)PROTECT AND SUPPORT EXISTING UTILITY CROSSING.
® CORE DRILL AND CONNECT NEW 12" SO TO EXISTING
SDMH.
(5)POTHOLE SIDE SEWER. SEE STORM WATER NOTE 4 ON
DWG G2.
KEY PLAN _*
5 2.5 0 5 10
1"=5'
Scale Feet
20 10 0 20 40
1"=20'
Scale Feet
PROFILE
PROFILE
RECOMMENDED FOR APPROVAL BY
JOSEPH FARAH
RENTON AVE
S STA 24+84.47 TO STA 26+84.47
RENTON AVE S
STA 26+84.47 TO END
SURFACE WATER UTILITYENGINEER
HORZ SCALE:
1"=20'
HORZ SCALE:
1"=20'
"-5'
r 3,
VERT SCALE:
1"=5'
VERT SCALE: 1
�a
4Louis Berger
1rs1WgE°iew
'v"0' WSW w520 Pike St, Ste 1005, SeaBle, WA 98101 -206.453.1043
DESIGNED TE
ASN. JTE
BID SET MSG 05/05/2017 MSG HES
oMew
NO. REVISION BY DATE APPR 11PREVEMsc
AS NOTED "R`°NTE N�9°9e°i1s' s® CITY OF
ML RENTON
aN°i oLNE � DATUM
s�E xo"Hmrv;�. Planning/Building/Public Works Dept.
DTE
RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017
STORM SYSTEM IMPROVEMENTS E'"°BOOK
PLAN AND PROFILE, RENTON AVE S, SHEET 2 OF 2 0� SW 1 1
SHEET: OE'.
44 89
S W P 3 8 2 4