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722140-0190
NEW WATER LINE
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PLAN
STORM SYSTEM IMPROVEMENTS
SCALE: 1"=20'
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15-
50 A^ A', S
PARCEL.
722140-0767
NEW SEWER LINE
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722140-0767
NEW SEWER LINE
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4 Louis Berger
w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 .206.453.1043
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DWG DETAIL 2 ON SW15 FOR TYPICAL TRENCH CROSS
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION
LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS.
WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED
BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE
PAID FOR BY "SITE SPECIFIC POTHOLING".
5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
6. SEE DWG G7 FOR UTILITY POTHOLE DATA.
CONSTRUCTION NOTES
01 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO
POTHOLE PRIOR TO START OF WORK AND PROTECT AND
PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY.
02 PROTECT AND SUPPORT EXISTING UTILITY CROSSING.
(3)CONNECT NEW 12" SD TO EXISTING TYPE 1 CB. CORE
DRILL NEW KNOCKOUT. FILL EXISTING VACATED KNOCKOUT
WITH NON—SHRINKING GROUT.
® REMOVE AND REPLACE APPROXIMATELY 19 LF OF 8" SO
WITH 12" SD.
(5)CONNECT NEW CB TO EXISTING 8" CONCRETE PIPE FROM
EAST.
(6)UTILITIES (GAS AND POWER) TO BE RELOCATED AROUND
SDCB34 BY OTHERS.
07 REMOVE AND REPLACE CEMENT CONCRETE CURB AND
GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB
INSTALLATION. REPLACE TO NEAREST JOINT.
(S)SPECIAL TYPE 1L CB WITH CIRCULAR RING AND SOLID
COVER. SEE DETAIL 5 ON DWG SW15.
(9)RESTORE EXISTING SURFACE TRENCH DRAIN IF DISTURBED
DURING CONSTRUCTION.
10 PROTECT AND SUPPORT EXISTING GAS LINE DURING
CONSTRUCTION.
KEY PLAN _*
5 2.5 0 5 10
1"=5'
Scale Feet
20 10 0 20 40
1"=20'
Scale Feet
PROFILE RECOMMENDED FOR APPROVAL BY
CEDAR AVE. S STA 12+6.21 TO STA 16+12.43
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
SURVEYED
DESIGNED
TE
wwN. JTE
BID SET MSG 05/05/2017 MSG HES
oMew
N0. REVISION BY DATE APPR p"RCEED
MSG
ELLEVERTI988
AS NOTED °R`°NTE N�9°983/1991 1 RL
CIT OF
ML
RENTON
aN°i oTNE � DATUM
SIT N T ONE INCH
H Planning/13w1ding/Public Works Dept.
JOSEPH FARAH
SURFACE WATER UTILITYENGINEER
� l�1
DATE
RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017
STORM SYSTEM IMPROVEMENTS E'"°BOOK
DRCYSNG NO
PLAN AND PROFILE, CEDAR AVE S, SHEET 1 OF 2 SW 1 2
SHEET: OF
45 89
S W P 3 8 2 4
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IT ITT ITT
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4 Louis Berger
w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 .206.453.1043
GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DWG DETAIL 2 ON SW15 FOR TYPICAL TRENCH CROSS
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION
LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS.
WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED
BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE
PAID FOR BY "SITE SPECIFIC POTHOLING".
5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
6. SEE DWG G7 FOR UTILITY POTHOLE DATA.
CONSTRUCTION NOTES
01 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO
POTHOLE PRIOR TO START OF WORK AND PROTECT AND
PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY.
02 PROTECT AND SUPPORT EXISTING UTILITY CROSSING.
(3)CONNECT NEW 12" SD TO EXISTING TYPE 1 CB. CORE
DRILL NEW KNOCKOUT. FILL EXISTING VACATED KNOCKOUT
WITH NON—SHRINKING GROUT.
® REMOVE AND REPLACE APPROXIMATELY 19 LF OF 8" SO
WITH 12" SD.
(5)CONNECT NEW CB TO EXISTING 8" CONCRETE PIPE FROM
EAST.
(6)UTILITIES (GAS AND POWER) TO BE RELOCATED AROUND
SDCB34 BY OTHERS.
07 REMOVE AND REPLACE CEMENT CONCRETE CURB AND
GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB
INSTALLATION. REPLACE TO NEAREST JOINT.
(S)SPECIAL TYPE 1L CB WITH CIRCULAR RING AND SOLID
COVER. SEE DETAIL 5 ON DWG SW15.
(9)RESTORE EXISTING SURFACE TRENCH DRAIN IF DISTURBED
DURING CONSTRUCTION.
10 PROTECT AND SUPPORT EXISTING GAS LINE DURING
CONSTRUCTION.
KEY PLAN _*
5 2.5 0 5 10
1"=5'
Scale Feet
20 10 0 20 40
1"=20'
Scale Feet
PROFILE RECOMMENDED FOR APPROVAL BY
CEDAR AVE. S STA 12+6.21 TO STA 16+12.43
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
SURVEYED
DESIGNED
TE
wwN. JTE
BID SET MSG 05/05/2017 MSG HES
oMew
N0. REVISION BY DATE APPR p"RCEED
MSG
ELLEVERTI988
AS NOTED °R`°NTE N�9°983/1991 1 RL
CIT OF
ML
RENTON
aN°i oTNE � DATUM
SIT N T ONE INCH
H Planning/13w1ding/Public Works Dept.
JOSEPH FARAH
SURFACE WATER UTILITYENGINEER
� l�1
DATE
RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017
STORM SYSTEM IMPROVEMENTS E'"°BOOK
DRCYSNG NO
PLAN AND PROFILE, CEDAR AVE S, SHEET 1 OF 2 SW 1 2
SHEET: OF
45 89
S W P 3 8 2 4