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EXISTING JSMH 72 i
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NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M.
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500
490
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470
M11
IE(NE)= 459.68
450 IE(SE)= 459.68 (VERIFY)
440
UTILITY PERMIT
NO. U13002729
00009102113 WHf 1p�,=. An PjgI Ra
LOW PT STA: 0 +25.14
LOW PT EL: 468.70
PVI STA: 0 +40.00
PW EL: 468.30
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EXISTING GRADE
O ROADWAY q-
PE 1
38
21LF 8" PVC
S= 0.0339
HIGH PT STA: 1 +11.58
HIGH PT EL: 472.18
PW STA: 0 +92.22
PW EL: 472.40
FINISH GRADE
ROADWAY ¢
0
NE
W W � F
® rn -
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SEE C4.02
- -
177LF 8" PVC
S= 0.0133
SSMH230. TYPE 1
CITY OF RENTON
by�gjAi�4 Date: (II 1AZA
by: Date:
by: Date:
NO.
REVISION
BY I DATE I APPR
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PETER EVANS
awnre>k
500
490
rM; #
470
460
450
440
NAIIUL' HtlD ,
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DATUM
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REMOVE AND DISPOSE
r7
Rho DRAT NAGf
EXIST. 8"
PVC
LOW PT STA: 0 +25.14
LOW PT EL: 468.70
PVI STA: 0 +40.00
PW EL: 468.30
J
EXISTING GRADE
O ROADWAY q-
PE 1
38
21LF 8" PVC
S= 0.0339
HIGH PT STA: 1 +11.58
HIGH PT EL: 472.18
PW STA: 0 +92.22
PW EL: 472.40
FINISH GRADE
ROADWAY ¢
0
NE
W W � F
® rn -
f
SEE C4.02
- -
177LF 8" PVC
S= 0.0133
SSMH230. TYPE 1
CITY OF RENTON
by�gjAi�4 Date: (II 1AZA
by: Date:
by: Date:
NO.
REVISION
BY I DATE I APPR
n
n
v
i
w
R
PETER EVANS
awnre>k
500
490
rM; #
470
460
450
440
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W /CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
2 48" "SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER CDR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES
1. THE INVERT ELEVA77ON 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
CDR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICA77ON
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORA7ION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, 714E
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN E7HAFORM PAD SHALL BE
PROVIDED.
CP H
CONSULTANTS
S 373204 S to Poanning • C u l Enpneering
® CALL BEFORE Land Use moulting• Project Management
YOU DIG 733 tN A,enae,Saae1001Hi M,WAe9a33
7. 800. 424.5555 elane:1A251�090 l Fa l4Ml 28sz3ea
will W. co lncon is u lta n is. c 0m
GOE
44 CITY OF MAPLEWOOD PARK EAST 5/30/14
R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04
Cam: S- ?,73a6v
N
NAIIUL' HtlD ,
HoR01MW: WD ,YU 100,
N/A
01C M°'
DATUM
AT fYly YNE
• xor a,c atx
scut Aanxnlar
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W /CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
2 48" "SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER CDR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES
1. THE INVERT ELEVA77ON 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
CDR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICA77ON
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORA7ION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, 714E
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN E7HAFORM PAD SHALL BE
PROVIDED.
CP H
CONSULTANTS
S 373204 S to Poanning • C u l Enpneering
® CALL BEFORE Land Use moulting• Project Management
YOU DIG 733 tN A,enae,Saae1001Hi M,WAe9a33
7. 800. 424.5555 elane:1A251�090 l Fa l4Ml 28sz3ea
will W. co lncon is u lta n is. c 0m
GOE
44 CITY OF MAPLEWOOD PARK EAST 5/30/14
R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04
Cam: S- ?,73a6v
N