HomeMy WebLinkAboutS-372306TBLOCK_COR
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A PORTION OF THE SE 1114 OF SECTION 14 TO
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PRIVATE ACCESS AND
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CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION, 2$ MIN. SLOPE PER CDR
STD. PLAN 406.1
O48" SANITARY SEWER MANHOLE W1 FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
O5 CONNECT 6' SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
O48" SANITARY SEWER MANHOLE SHALLOW PER CDR 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 S7D. PLAN 405.
3. A 6x6'x2' THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
U77LJ77ES IS LESS THAN TWELVE INCHES.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: _P, Z4 t 6& DATE: S
BY: DATE:b[.
BY; DATE:
BY: DATE:
5- 312306
4)
KEYMAP "`�
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CONSULTANTS
Sae Planting • Civil Engneeling
CALL BEFORE
Land Use CoraalEllg• Project Management
YOU DIG 733 rM AamaeWia 10011eMen0.WA98133
7- BOOC245555 anwe:(4n) aasz3901 F& (425) 285-2389
www. coh cans ulnanas. cam
an'
LIBERTY GARDENS 02/21/1,
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n"°a°°.
Pu.F'
owwxc xo
SANITARY SEWER PLAN AND PROFILE C4.06
cJ) - -5? -50(10 IAHN
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60
50 +00 50 +40
50 +80
51 +20 51 +60 52 +00
0 10 20
CITY OF RENTON
1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS Y4 °'""
„�,�; wwo lass
N/A
""'ate 1�
S� CITY OF
Approved by:
Date:
��
»-
VERT. IN FEET
JAMIE B. SCHROEDER, PE
.� RENTON
0 20 40
Approved by:
Date:
°A"` PETER EVANS
a's "O1
DATUM
Approved
pp y'
Date:
°'�
—JAMIE
n�arxc
Planning /Building /Public Works Dept.
HORIZ. IN FEET
B. Bt:HRDEDER, PE
r wr aaa[ Fcx
cocx�8nemxia cPw consunenn.uc. aiw��u aeaenea. Approved bV:
Date:
NO. REVISION BY DATE APPR
� APPROVED
SKAAE 1p°"
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CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION, 2$ MIN. SLOPE PER CDR
STD. PLAN 406.1
O48" SANITARY SEWER MANHOLE W1 FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
O5 CONNECT 6' SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
O48" SANITARY SEWER MANHOLE SHALLOW PER CDR 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 S7D. PLAN 405.
3. A 6x6'x2' THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
U77LJ77ES IS LESS THAN TWELVE INCHES.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: _P, Z4 t 6& DATE: S
BY: DATE:b[.
BY; DATE:
BY: DATE:
5- 312306
4)
KEYMAP "`�
mum
CONSULTANTS
Sae Planting • Civil Engneeling
CALL BEFORE
Land Use CoraalEllg• Project Management
YOU DIG 733 rM AamaeWia 10011eMen0.WA98133
7- BOOC245555 anwe:(4n) aasz3901 F& (425) 285-2389
www. coh cans ulnanas. cam
an'
LIBERTY GARDENS 02/21/1,
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n"°a°°.
Pu.F'
owwxc xo
SANITARY SEWER PLAN AND PROFILE C4.06
cJ) - -5? -50(10 IAHN
t
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