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EXISTING SSMH 724
CONN. TO EXIST,
STA 0+08.67 24.37'
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EXIST. 8" PVC
HIGH PT STA: 1 + 11.58
HIGH PT EL: 472.18
PVI STA: 0+92.22
PO EL: 472.40
50.00' VC
STA 1+95.68, 6.50' L1
500
LOW PT STA: 0+25.14 N
490 LOW PT EL: 468.70 490
PV1 STA: 0+40, 00 vi CIJ o w 2=
PVI EL: 468.30 z
o� 50.00' VC mm w�, Q� rn
Q C) o C"
480 Q U-) (:3i 14i O� L6 CN FINISH GRADE @ ± Q cr) wz � 480
Q + N ROADWAY
+ + �� Q EXISTING GRADE Q
J " ® ROADWAY
II �, m m w
6q _ 1.00q'
_. - - _ 47a
470 2. oar - - - -
177LF 8" PVC
460 SSMH 220, TYPE 1 S=0.0133 460
RIM=467.63 SSMH230, TYPE 1
' T !E(SW)=460.38 RIM=470.68
IE(N)=460.48 IE(E)=462.93
IE(S)= 462.83
450 - (VERIFY) 21LF 8" PVC 450
S= 0.0339
440 440
d d Nt eF rt tr er
-0+40 0+00 0+40 0+80 1+20 1+60
0 10 20
�,.� --
VERT. IN FEET
0 20 40 UTILITY PERMIT
- �-
HORIZ. IN FEET NO. U� 3002729
Copyright ici 2013 CPH Consultants, LLC. All Rights Reserved
CITY OF RENTON
Appro`'ed by Date: (Q t �-
Approved by: Dare:
Approved by: Date:
Approved hY: Date:
1
1 CITY OF RENTON PERMIT SUBMITTAL
JBS
5/30/141
JBS
SURR+IYG� EVANs, Pis
.
N/A
DESIGNED:
RYAN SCHAUBLE
DRAWN
PETER EVANS
ONE INCH
CHECKED:
JAMIE B. SCHROEDER, PE
AT FULL SCALE
IF NOT ONE wcN
SCALE ACCORDINGLYAPPROVED
NO.
REVISION
BY
DATE
APPR
APPROVED:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
S=373204
'4 >•:- CITY OF
t RENTON
Planning/Building/Public Works Dept.
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W%CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
Q48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 4031
O SA WCUT EXIST. PVMT.
CONNECT 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.
J. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
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 IMTHIN 3 FEET OF AN ADJACENT LANE, THE
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
PROVIDED.
2
CALL BEFORE
YOU DIG
1-800-424-5555
CONSULTANTS
Site Plannir-g - Civil Engineering
Land Use Consulting ► Project Management
733 7th Avenue, Suite 100 I Kirkland, WA 98033
Phone: I4251285-2390 1 FAX: I425} 285-2389
iy W1v.cUhccnsuItants.com
DATE
MAPLEWOOD PARK EAST 5/30/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIEL"DOOK:
PM,E:
MINING NO:
SANITARY SEWER PLAN AND PROFILE C4.04
SHEET: OF:
28 36
IAI-INIINININIAIA