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PAD =4
4
AD= 435.3
3
PAD = 433.
0 10 20
VERT. IN FEET
0 20 40
HORIZ. IN FEET
450
440
430
420
410
400
390
380
SEE C4.02
SEE C4.01
Copyright (D 2014 CPH Consultants, LLC. All Rights Reserved.
W
2
440
NO.
PW STA:
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ELEVATION AT EXIST. GROUND
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ELEVATION AT FINISH
GRADE
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°°
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chi
.�
20 +00
20 +40
20 +80
1
CITY OF RENTON
Copyright (D 2014 CPH Consultants, LLC. All Rights Reserved.
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved bv: Date:
2
440
NO.
A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M.
SSMH45
RIM= 4:26.68 426.52
IE(S)- 416.21
IE(W) =4;6.89 416.27
S =a.=
PW STA :.22 +30.00
PVI EL. 415.13
SEE SHEET C4.07
PUBLIC SEWER ESMT.
RECREATION
TRACT
HIM- 4;4. -9; 414.55
IE(SE)- 407.41
IE(N)= 487-.� 407.41
IE(W) =406.90 40731
SF��o
Z _ _ 430
N 420
'f-
- _ N
410
n'1
,4h 400
O
390
380
N0 0 00 O o f o� 00 0 0
�j co o
vi U
C14 I
� V � 1-
21+20 21+60 22 +00 22 +40 22 +80 23 +20
CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS mm "m �:
�'m CITY OF
AS - GUILTS G G 03/16/15 JBS �,p„M N /A H01�0"f"� NAD ' �1°' ��
AMIE B. SCHROEDER, PE � RENTON
rIL oftwft PETER EVANS ONE
C DATUM
AT FML WWI Planning /Building /Public Works Dept.
IE B. SCHROEDER, PE F Nor OW WCH
REVISION BY DATE AP P R mm"'m SOU ACCOPONCLY
APPROVED
CONSTRUCTION NOTES
O6' SIDE SEINER CONNECTION, 2X MIN. SLOPE PER COR
SID. PLAN 406.1
O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
4O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER COR SID.
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
UTlU77ES IS LESS THAN TWELVE INCHES.
4%
■
S -3123
Q
0
2
,SEW J
�4 W
SICIVA CP H
CONSULTANTS Site Planning e CM Engineering
CALL BEFORE Land Use Com" . ft)W Manage mrt
YOU DIG 733 lm �nue, Sure loo i 1(rrklana, WA
99033
1$00- 424�J55S Phone: (425) 28523901 FAX (425) 28&2388
www.cph cons ultanti. com
LIBERTY GARDENS 02/21/1
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �0c`
NAW NG �C
SANITARY SEWER PLAN AND PROFILE 04.03
30 � 40
74;1
� C
IAI INININI\ 1A A
450
3
n
440
Z _ _ 430
N 420
'f-
- _ N
410
n'1
,4h 400
O
390
380
N0 0 00 O o f o� 00 0 0
�j co o
vi U
C14 I
� V � 1-
21+20 21+60 22 +00 22 +40 22 +80 23 +20
CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS mm "m �:
�'m CITY OF
AS - GUILTS G G 03/16/15 JBS �,p„M N /A H01�0"f"� NAD ' �1°' ��
AMIE B. SCHROEDER, PE � RENTON
rIL oftwft PETER EVANS ONE
C DATUM
AT FML WWI Planning /Building /Public Works Dept.
IE B. SCHROEDER, PE F Nor OW WCH
REVISION BY DATE AP P R mm"'m SOU ACCOPONCLY
APPROVED
CONSTRUCTION NOTES
O6' SIDE SEINER CONNECTION, 2X MIN. SLOPE PER COR
SID. PLAN 406.1
O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
4O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER COR SID.
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
UTlU77ES IS LESS THAN TWELVE INCHES.
4%
■
S -3123
Q
0
2
,SEW J
�4 W
SICIVA CP H
CONSULTANTS Site Planning e CM Engineering
CALL BEFORE Land Use Com" . ft)W Manage mrt
YOU DIG 733 lm �nue, Sure loo i 1(rrklana, WA
99033
1$00- 424�J55S Phone: (425) 28523901 FAX (425) 28&2388
www.cph cons ultanti. com
LIBERTY GARDENS 02/21/1
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �0c`
NAW NG �C
SANITARY SEWER PLAN AND PROFILE 04.03
30 � 40
74;1
� C
IAI INININI\ 1A A