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SSMH 230, TYPE 1
RIM=470.68
IE(E)=462.93
IE(S)= 462.83
LOW PT STA: 30+30.27
LOW PT EL: 471.27
PVI STA: 30+45.00
PVI EL: 4 70.8 7
50.00' VC
NE 114, NW 114, SEC.14, TWP. 3N., RGE. 5E., I&M.
SSMH 240, TYPE I
RIM= 480.30
IE(E)=471,.94
IE(W)=471.84
—
0
ELEVATION AT EXIST. GROUND
r- ELEVATION AT FINISH GRADE
SSMH 250, TYPE 1
RIM=485.23
IE(E)= 477.83
IE(W)=477.73
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CITY OF RENTON
Approved by: Date.
UTILITY PERMIT Approved by: Date:
NO. Ul 3002729 Approved by: Date:
Copyright P 2013 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date.-
450
440
430
1 CITY OF RENTON PERMIT SUBMITTAL. JBS 5/30,/14 JBS SURVEYED: SCALE:
MITCH EVANS, PLS VE"CAL NAVD 1ga8
N/A HORIZONTAL' NAD 1983/1991
DESIGNED:
RYAN SCHAl1BLE
DRAWN:
PETER EVANS
ONE INCH DATU M
CHECKED:_: -_ AT FULL SCALE
tIAMIIE- B. SCHROEDER, PE IF NOT ONE INCHNO. REVISION BY DATE APPRPPROVED: scuE AccoRooNCLr
APPROVED
CONSTRUCTION NOTES
(D 6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN.
SLOPE PER COR STD, PLAN 406.1 AND 403.1
48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER COR STD. PLAN 400.1 AND 401
OSANITARY SEWER CLFANOUT PER COR STD. PLAN 403.1
SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES:
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPA VED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
PROVIDED.
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CONSULTANTS
Site Planning • Civil Engineering
LCALL BEFORE Land Use Consulting - Project Management
S 373202YOU DIG
00-424-5555 733 7th Avenue, Suite 100 j Kirkland, WA 98033
Phone: i4251285-2390I FAX: 5425+285-2389
ww1l.cphconsuftants,com
DATE:
►, CITY OF MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FlELDeoOK:
RENTON
PAGE
DRAWING NO -
Plan ning/Building/Pu blic Works Dept. SANITARY SEWER PLAN AND PROFILE C4.02
SHEET: OF:
26 36
1A1 ININININ77AA
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