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CONSTRUCTION
L 1 6" SIDE SEWER CONNECTION, 29 MIN. SLOPE PER COR
L.G STD. PLAN 406.1
Qi 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
L-G PER CDR STD. PLAN 400.1 AND 401
EXTRA SHALLOW SANITARY MANHOLE PER COR STD.
PLAN 400.3
�--!/ SAWCUT EXIST PVMT.
QSANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS .SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY'. SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN .ALTERNATE TO CONSTRUCT
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352201
10 +00 10 +40 10 +80 11 +20
1 GI1Y Oh RENTON PERMIT SUBMITTAL JBS 1 3/4/09 JBS st-0 sCUE:
SHANE BARNES, PLS� v0 Sea CITY 0 F
N/A XOR60MAL NPD 19&S/1991 AI
DE91GNeo: }}
JAMIE B. ER EVADER, PE R E N TO i,
DRAWN: '�I
PETER EVANS oxI I DATUM
cxac"eD: Ar wu swc Planning /Building /Public Works Dept.
JAMIE B. SCHROEDER, PE ,E N0* ONE mcN
Copyright ®2009 Cot Consult NU, u.c. All Rights Rosman. NO. REVISION BY DATE APPR MPROYED: SCEACCORD"'Gex
APPROVED
���5_35�ad1
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p' CONSULTANTS
Sle Planning • tivg I9ineering
Prejeemougu nnl• lend Oevelopma t(onso6ing
E 7337th Avenue, SURh 100
Kirkland, WA 98033
Phone: (425) 2852390
i5
Fm: (425) 2852389
yhAv.Cplimnsuguiltitim
oA>E
V Z/12/09
IMPROVEMENTS i°DB00Ki
PAGE:
DruhtxG No:
LE C3.01A
OEM
CONSTRUCTION NOTES
( 6 " SIDE SEWER CONNECTION, 27 MIN. SLOPE PER CDR
D STD. PLAN 406.1
Q1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
, PER CDR STD. PLAN 400.1 AND 401
3 EXTRA SHALLOW SANITARY MANHOLE PER COR STD.
PLAN 400.3
SAWCUT EXIST PVMT.
�=1�I SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NQ7ES.•
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNEC7ON STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUC77ON
MEE77NG WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352202
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10 +00
10 +40
10 +80
11 +20
copyright02009 CPe Cnsulisms, uc. All Rlghu Reserved. I NO. I REVISION
Vy 'y V SHANE BARNES, Ply lzovo , rwvD leas CITY oI
NOPleak W➢ fBe3 -a e
N/A JAMIE B. SCHROEDER, PE n �O n
OMVM: v ' �l
PETER EVANS DN, ,D„N DATUM
CHEKE° nr EDLL SDPLE :DBE Planning /Building /Public Works Dept.
JAMIE B. SCHROEDER, PE iE nor DnE wcx
BY DATE APPR -MMEO: scuE ncweoinGCr
APPROVED
CALL BEFORE 7337th Avenue, Sude 100
YOU DIG Kirkland, WA 98033
Phone: (425) 2852390
1$00. 424-5555 WAc(425) 2852389
wmv.cphcon rulum s.com
DELANEY PARK SUBDIVISION onrE: 7/12/09
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "E1DB00 "'
PRGE'.
oM uG N6.
SANITARY SEWER PLAN AND PROFILE C3.01B
ALTERNATE B OF
20 29
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WATER SYSTEM IMPROVEMENTS - -- -.- _ - -- -- '�� �—
SEE WATER DIST ICC? NO 90 I _ _EXIST 12' WATER MAIN_. Aid
ONSiRUCTIPN PLANS __
dho�—
SANY R SEWER
�y IMP�jOVEMENTS PROPOSED
-_ — WI EAST R&TON PLAT
l PRO NTC #3451
r� n
APN 1123059084 I APN 1123059953
CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
o v, F11
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ONSiRUCTIPN PLANS __
dho�—
SANY R SEWER
�y IMP�jOVEMENTS PROPOSED
-_ — WI EAST R&TON PLAT
l PRO NTC #3451
r� n
APN 1123059084 I APN 1123059953
CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
o v, F11
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CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
o v, F11
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48"& ' _ ... E- 131962 :58 -- FT- f14aI4O .20 -9)� -- - - - --- A
\ 52 Cwt -, \� i� �. S -1 — -I- _ , ,' SEE SHE�T,(33.01
SHEDZ� 6,1H
15' PUBLIC
UTILITY ESMT. , \3+00
RECREATION'v 15�� vv
l / /SANITARY SEWER MAIN �q �+ I \ \ \
I ' ALTERNATE B (SEE NOT 4) � STORM WATER T AUT I f V A \
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N 783112.55 FT (55812.82 M) ( / lw �V (� I L�1
E 1313 FT (401013.43 M) - ------------- - -- -- -- - -- - -- -- V
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ELEVATIONS PRIOR TO CONSTRUCTION w l w w w w w w
j wSHAMRQ K HEIGHTS
SUBDIVISION w w w
0 20
- - - - -" _ �o w l w w w w' w
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7708207777
(LOT 71)
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/ 11
0 +40
/ :1
1 +20
1 +60
2 +00
copm:ahe®2009 cPNCnuuAno,. uc. Al Righos Reoorvaa. I NO. I REVISION
Vof C L' Mv) 1988
SHANE BARNES, PAS N/A NONrwx WD 1983/1991 'A ,� CITY OF
Dcslcn[n:
JAMIE B. SCHROEDER, PE F-9 TOIU
P.N. K f v
PETER EVANS oxI I DATUM
oN9E EOER, PE E v xor ONE � weN Planning /Building /Public Works Dept.
JAMIE B. SCHRO
BY DATE APPR wPru Vro: .
APPROVFn
CONSTRUCTION NOTES
D .j' 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR
� SID. PLAN 406.1
QQ48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
nl EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
40 SAWCUT EXIST. PVMT.
5D SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY •).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352205
1
rr
DELANEY PARK SUBDI
ROADWAY GRADING, DRAINAGE AND SANITARY
SANITARY SEWER PLAN AND
ALTERNATE B
ab , s- 3 5a�-a5-
CPH
2 CONSULTANTS
Sue Plonoing - 04 Gpineennq
?"ledMaaageme l•hod@velopment(mulling
RE 7337th Avenue, Suite 100
Kirkland, WA 98033 -
Phone: (425) 2852390
i55 FAX: 1425) 2852389
www.cphconsultants.com
wic
)N 7/12/09
31MPROVEMENTS "°Da°ox'
PACE.
o.'NC No:
ILE 03.04
1►10
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I
470
470
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..., ..,. CONN.iTO EXIST. SSMH 42 .;...:
.. :...:. .;...: .. ........
:..:.. ... _. ,.:. :.. _.._... _..._. ...... :... :. ......
FINISH GRADE
! :.
RIM= 456.86 ... ....
!: ....
.. .... ... ... .. ..
:.. :: :...
:
IE(6 "IN) =449.06::
SSMH 110
.
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... .. ..
(8' 57.8
:
IE(8" OUT)-448.98
.15
... 460
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.... ......
SSMH 100 -...:. - :...:.. ..:
:. ...: .:. :...: ... ..:. ..:... :...:. - ....:. :IE(8' OUT)-451 :05
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REGRADE FOP:
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440
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430
/ 11
0 +40
/ :1
1 +20
1 +60
2 +00
copm:ahe®2009 cPNCnuuAno,. uc. Al Righos Reoorvaa. I NO. I REVISION
Vof C L' Mv) 1988
SHANE BARNES, PAS N/A NONrwx WD 1983/1991 'A ,� CITY OF
Dcslcn[n:
JAMIE B. SCHROEDER, PE F-9 TOIU
P.N. K f v
PETER EVANS oxI I DATUM
oN9E EOER, PE E v xor ONE � weN Planning /Building /Public Works Dept.
JAMIE B. SCHRO
BY DATE APPR wPru Vro: .
APPROVFn
CONSTRUCTION NOTES
D .j' 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR
� SID. PLAN 406.1
QQ48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
nl EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
40 SAWCUT EXIST. PVMT.
5D SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY •).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352205
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ROADWAY GRADING, DRAINAGE AND SANITARY
SANITARY SEWER PLAN AND
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2 CONSULTANTS
Sue Plonoing - 04 Gpineennq
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RE 7337th Avenue, Suite 100
Kirkland, WA 98033 -
Phone: (425) 2852390
i55 FAX: 1425) 2852389
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4.5'
MIN.
1'
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MIN. \ MIN.
1, 6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN. J\
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
-MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR /COLLECTOR. ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS – 6" ACP CLASS 'E' or '13%
RESIDENTIAL ACCESS STREETS – 2" ACP CLASS `E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS, FOR FLEXIBLE PAVEMENT
Y
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2" CI_AS
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MIN �MIN� ..
MIN M {N�M_
IN
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CRUSHED ROCK, FLOWABLE FIIA.1
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER _!NE OR
.ANF LIN'.
-ACP CLASS"
6" CRUSHED SURFACING TOP COURSE
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G4S o ADOPTED
iMY 6P EENTON
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,F 5eANDAHO PLANS
N.vO DST DATE: Da /N
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DA TE
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. _. JAPPR D D4J4, NAME: I-:03: 1 SF PAGE: 11032.1 '
STORM DRAIN PIPE
OR DRY UTILITY /OPC
NOTE 2 BELOW)
INSTALL 002"
RIGID INSULA770A
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES
1. RIGID INSULATION BARRIER (ETHAFOAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL UTILITY
CROSSINGS ABOVE OR BELOW THE EXIS77NG OR PROPOSED WATER MAIN WHERE THE VER77CAL CLEARAA
IS LESS THAN 12 INCHES, THE BARRIER SHALL BE INSTALLED AS SHOWN, WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2 PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�.. "•,•'•' ��"'•'•, "„ °"" �� '� °"" SHANE BARNES, PLS VmtMa.: NAVD 1998
HOfl20MN: NM 1995/1991 11 OF
bE51GNE0a N/A
JAMIE B. SCHROEDER, PE I-� I, �O 1, '
DRAWN: K v N
PETER EVANS DATUM
CNEC1E0i AT M,LL5G.c Planning /Building /Public Works Dept,
JAMIE B. BCHROEDER, PE Ir Nor oxE IxcH
REVISION BY DATE APPR ,w.. "'A PPROVED eCAX AccoaomGLY
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PAGE:
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OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER _!NE OR
.ANF LIN'.
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6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCII -
]FOR FLEXIBLE PAVEMENT
G4S o ADOPTED
iMY 6P EENTON
+I� +
,F 5eANDAHO PLANS
N.vO DST DATE: Da /N
°f /50.15 Mbbn o NO.eS beV bC
DA TE
OY2IL M00> 0 0'd5 ,,,_ BY
BY V2
I _. RCVISICN_
. _. JAPPR D D4J4, NAME: I-:03: 1 SF PAGE: 11032.1 '
STORM DRAIN PIPE
OR DRY UTILITY /OPC
NOTE 2 BELOW)
INSTALL 002"
RIGID INSULA770A
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES
1. RIGID INSULATION BARRIER (ETHAFOAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL UTILITY
CROSSINGS ABOVE OR BELOW THE EXIS77NG OR PROPOSED WATER MAIN WHERE THE VER77CAL CLEARAA
IS LESS THAN 12 INCHES, THE BARRIER SHALL BE INSTALLED AS SHOWN, WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2 PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�.. "•,•'•' ��"'•'•, "„ °"" �� '� °"" SHANE BARNES, PLS VmtMa.: NAVD 1998
HOfl20MN: NM 1995/1991 11 OF
bE51GNE0a N/A
JAMIE B. SCHROEDER, PE I-� I, �O 1, '
DRAWN: K v N
PETER EVANS DATUM
CNEC1E0i AT M,LL5G.c Planning /Building /Public Works Dept,
JAMIE B. BCHROEDER, PE Ir Nor oxE IxcH
REVISION BY DATE APPR ,w.. "'A PPROVED eCAX AccoaomGLY
A
t
GID 'I 5 - 352;L0ro
N
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Sit¢ Planning � (ivJ Engin¢eMg
Pnied Ilouopemem - land UavePopm¢nt tonwltinp
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7337th AVenue,8voe100
Kirkland, WA 98033
Phone: (425) 2852390
555
FA (425) 2852389
w .cphcbn9ultant9.com
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7/12/09
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DPAWNG No:
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REVISION
BY
DATE
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CONSTRUCTION NOTES
1 6" SIDE SEWER CONNECTION, 2Y MIN. SLOPE PER CDR
SID. PLAN 406.1
%ll 48° SANITARY SEWER MANHOLE W/ FRAME AND COVER
�L,tJG PER CDR STD. PLAN 400.1 AND 401
EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
4Di SAWCUT EXIST PVMT.
QSANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
1. THE INVERT ELEVA77ON FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVA77ON AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS N07ED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUC77ON
MEE77NG WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND BILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
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FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
J. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUC77ON
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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1.800 -4245555 FAR: (425) 2852389
0 +00 0 +40 0 +80 1 +20
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REVISION I BY I DATE I APPR
SHANE BARNES, PLS 1 N/A
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NGftIZOMIL
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FlE080G "'
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OM NG NG:
DATUM Planning /Building /Public ftrks Dept. SANITARY SEWER PLAN AND PROFILE 03.04
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4.5'
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Fes— 215'
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PRINCIPAL/MINOR /COLLECTOR. ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E'' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
- 1' -^'1 L ACP CLASS'
MIN.
`-6" CRUSHED
SURFACING TOP
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FOR FI:P.mm PAVEMENT
ADOPTED
CRY of MENTION
i ; MPAMDAM PIKNM
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SP PAGE: H032
CopYxght ®2009 CPN Co svtan6, _LC. All flights Relined. I NQ'
2" CLAD
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2" CLASS 'B'
CRUSHED ROCK, FLOWABI_E FILL.
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
REVISION
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE:
-ACP CLASS"
6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH:
CAR FLEXIBLE PAVEMENT
tiY p ADOPTED ,
CITY OP RENTION
STANDARD PLANE I
41 1Y
A yq ISf DATE: 02/05 .
DWG. VAME: h032- t SP PAb : H032 7
STORM DRAIN PIPE
OR DRY UTILITY (cc"
NOTE 2 BELOW)
INSTALL 6X6'X2"
RIGID INSULATION
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES:
1. RIGID INSULATION BARRIER (ETHAF,OAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL U77LITY
CROSSINGS ABOVE OR BELOW THE EXISTING OR PROPOSED WATER MAIN WHERE THE VERTICAL CLEARANCE
IS LESS THAN 12 INCHES THE BARRIER SHALL BE INSTALLED AS SHOWN WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2. PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�7 -`7 "' I O1" SHANE BARNES, PLS ' nee) I9ee
SS W9 1 N/A nOR¢OM, IUD 1983/1991
JAMIE B. SCHROEDER, PE
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PETER EVANS
°Ni E� DATUM
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JAMIE B. SCHROEDER, PE Ir NOT ONE Inc.
BY DATE APPR IRA— $CU ACCORDINGLY
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Planning /Building /Public Works Dept.
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CONSULTANTS
Sge Pl9nnng • (iril fagioe¢ring
Praj¢a Ee1 • Icnd Oeeel9Pmen f9nellmg
?387th Avenue, Suite 100
Kwinne WA98033
Phone: (425) 2852390
FAX: (426) 285-2389
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DELANEY PARK SUBDIVISION 7/12/09
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FlE1 UWK
SANITARY SEWER DETAILS
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CONSTRUCTION NOTES
�\ 6" SIDE SEWER CONNECTION, 2i MIN. SLOPE PER CDR
STD. PLAN 406.1
48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
�\ EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
SAWCUT EXIST. PVMT.
SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
07HERMSE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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CONSULTANTS
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roep OU DIG 7337th Avenue, Sutte 100
00 Co
Kirkland, WA 98033
Phone. 1425)285 -2390 424555
10 +00 10 +40 10 +80 11 +20
CPPYri8ht 02009CPHCcnsuAaEts,LLC. AIIFIghte FeservO. I NO.
ROAD GRADES
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7/13/10
JBS
JAMIE B.SCHROEDE
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JAMMIE IE B . SCHROEDE
REVISION
BY
I DATE
APPR
MMt120MAL' NYD �9a]/f991
N/A �- CITY OF
RENTON
° "E' "E DATUM
2TPo Planning /Building /Public Works Dept.
IF NOT ONE WH
SCµ. PCoEADIN.L1
FAX. (425) 28 &2389
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DELANEY PARK SUBDIVISION 7/12/09
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FE°B0°"'
PpGF
oenwlNC N°:
SANITARY SEWER PLAN AND PROFILE C3.0113
ALTERNATE B a..n:
20 29
I e�� N71 7771774