HomeMy WebLinkAboutWWP2703723.3TBLOCK_COR
OTOP351308
CUWS351308
W
CUSD351308
CNOT351308
CGRD351308
O
CSIT351308
V
keymap
W
_J
LL
w U)
z
z
F- LU
U Q
w
o 10�
Q
rr
w
m
J
SEE C4.02
A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W. K
S=O.�i597 S
F \ •O
l
a
?0 I / STA 22+84.21, 5.00' LT 2
SEE SHEET C4.0 7
f `PUBLIC SEWER ESMT. `.
RECREATION
TRACT
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION, 29 MIN. SLOPE PER COR
STD. PLAN 406.1
48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
4O SA WCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER COR STD.
PLAN 406.1
O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD.
PLAN 400.2
GENERAL NOTES.
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4
FEET BELOW THE BEARING PAD ELEVATION.
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
3. A 6'x6 x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
UTILITIES IS LESS THAN TWELVE INCHES.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:DATE: Q2F114ww
BY: _ =! _.. . DATE: �o/
BY: DATE:
BY: DATE:
KEYMAP K I►"
S=372303
CPI
CONSULTANTS
Site Planning - Civil Engineering
BEFORE
Land Use Consulting • Project Managemen,
OU DIG
4LCALL
0-4245555
733 7th Avenue, Suite 100 1 Kirkland, WA 98033
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsuItants.com
LIBERTY GARDENS
DATE:
02/21/1
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
FlELDBOOK:
PAGE:
DRAWING NO:
SANITARY SEWER PLAN AND PROFILE
C4.03
smazzamm