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RIM = 410.50
IE= 406.40(E)l 2 "CONC
IE= 406.40(W)l 2 "CONC
IE= 406.20(E FULL OF
DEBRIS)8 "PVC
8 -PVC CONNECTED TO
EX. 15 -PVC W/ CB CONTRACTOR TO PROTECT EX. 8- GRAVITY
1- 15 -X8- PVC WYE EX. SSMH 221 FOUND PUNCH IN RIM = 415.11 CB
2 -8 -PVC SPOOLS, LF AS REDID. SEWER DURING 8- FM INSTALLATION
RIM = 413.23 BRASS DISK IN IE= 412.67 (E)8 "CMP RIM = 414.60
1 -8- ROMAC PVC CPLG. IE= 405.30(N)8 "PVC CONC MON /CASE IE= 412.71(W)6 "PVC IE= 411.90(E)10 "DI
1 -8 -PVC 45' BEND IE= 405.28(5)8 "PVC IE= 412.20(W)6 "PVC STALL
CONC. BLOCKING PB 4'TALL LAUREL 4' TALL HEDGE SSMH LAUREL
LP ® FIELD AVE NE RIM-41516 14 PI
1.5'H BRICK Q - IE= 406.51(N)8 "PVC
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SIGN
1.5'H BRICK
CS WALL
RI
M=411.21
IE= 406.71(W)12 "CONC
IE= 406.81(NE)6 "PVC
�EX. SSMH 218
RIM = 410.81
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BRICK -
MON. TO BE SURVEYED AND
REPLACED IN ACCORDANCE
WITH SPECS.
CB
RIM = 415.13
IE= 410.93(N)12 "CONC
IE= 410.93(W)8 "CMP
IE= 411.03(E)6 "PVC
4 TALL LAUREL
CB
RIM = 414.58
IE= 409.98(N)12 "CONC
IE= 409.88(S)12 "CONC
FULL OF DEBRIS /COLLAPSED:
IE= 409.78(W)10 "DI
I E= 409.78(E)6 "PVC
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
4'TALL
12 "PI LAUREL
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: AUGUST 15, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
38087
FOR CONSTRUCTION
RECORDS ONLY
STONEGATE LIFT STATION CONVEYANCE
F'riLL MJL,� „ -,
SCALE 1 - =20• E. } CITY OF
20 0 20 40 RWB RENTON IMPROVEMENTS
DISH ac ucx DATUM SCHEDULE A ovnxc „�
Roth Hill, LLC Tel425.869.9448 www.rothhill.com (FEET) ” �-I Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT .
NO. REVISION BY DATE APPR FIELD AVE NE -'E'° 5
019: 5- 3g7305
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BRICK
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CB
RIM = 415.13
IE= 410.93(N)12 "CONC
IE= 410.93(W)8 "CMP
IE= 411.03(E)6 "PVC
4 TALL LAUREL
CB
RIM = 414.58
IE= 409.98(N)12 "CONC
IE= 409.88(S)12 "CONC
FULL OF DEBRIS /COLLAPSED:
IE= 409.78(W)10 "DI
I E= 409.78(E)6 "PVC
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
4'TALL
12 "PI LAUREL
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: AUGUST 15, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
38087
FOR CONSTRUCTION
RECORDS ONLY
STONEGATE LIFT STATION CONVEYANCE
F'riLL MJL,� „ -,
SCALE 1 - =20• E. } CITY OF
20 0 20 40 RWB RENTON IMPROVEMENTS
DISH ac ucx DATUM SCHEDULE A ovnxc „�
Roth Hill, LLC Tel425.869.9448 www.rothhill.com (FEET) ” �-I Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT .
NO. REVISION BY DATE APPR FIELD AVE NE -'E'° 5
019: 5- 3g7305