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A PORTION OF THE SW- 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITkls'OF RENTON, WASHINGTON
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
MANHO..t.. -RAMC AND -,.)VER
SES :iTC. PL !,N 401
i:�.L'JGSTM'__NT RINGS 1,2"
SEE N'; -FE b
Mt� TA. `.'iNT(S) ;.S/B" MIN.)
SEE
NOTE 5
'Jl','ECCE&TRIC)
RUBBFr: GASKETED JOINTS IN
ACC':ADANCE WITH ASTM C-443
STEPS — POLYPROPYLENE STEPS
SHALL BE INCLUDED
,ONCRETE RISER BY PIPE >NC.,
LR APPROVED EQUAL.
LADDER—POLYPROPYLENE
SHALL BE ATTACHED TO MAN14OLL
MAX. PIPE SIZE. - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF
ry '
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS .ARE TO BE IN PLACE tBEFO'RE. MANHOLE SECT ONS ARE INSTALLED,
3, CASTING SMALL BE PER STD. PLAN 401.
4, MANHOLE SECTIONS, TO BE OF REINFORCED PRLUAST CONCRETE
5. A� . JOINTS BETWEEN THE ONE, R S= R RINGS, BIZiC.K : AND CASTING SMALL BE GROUTED.
5. A JUSTMENT OF TIME; OA.ST>NG TO GRADE SHALL 6E A01COMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, EiR<CKS A;14D MORTAR QNLy. BRICKS SH -ALL BE STAGGERED TO CREATE A RUNNING
BOND OR 112 BOND. THE FSC QF..SHIMS IS PROHB TED.
AN TARY SEWER VANHOLES SHA _L HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WiTH A H:GI SOLIGS `IRETHANE (:GATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR Or COAT NG SHALL BE WHITE
B. RUBBER (>ASKETED JOINTS SHALL BE IN CONf"ORMANCE '07-H ASTM C-443.
3, CHANNEL HEI AIT SHALL BE A MINIMUM OF /4 O ?HE >N`_sIDE DIAMETER OF THE LARGEST PIPE,
li,l COONNEC1iON S TO t.9ANI~iOLE SHALL BE MALE .SINi: Grit ADAPTOR, KOR—N—SEAL BOOTS OR
f-'sPP OVEI ) EQUAL.
1. IN LAN€MPRCVED AREAS, MANHOLES SHALL ALL Ex.TEND A M!N:MUM OF S" AND A MAXIMUM OF 12"
ABOVE RNISHEO GRAPE. OR bill.: ST HAVE A MftML.1At 2' DIAMETER CONCRETE RINGS POUREiLl AT GRAD1.
IN PAVED AREAS, COVLR MJ5T 'SLOPE IN AU IDIRLr TUNS =0 MATCH PAVING.
0,
PUBLIC WORKS I 3Ti) PIAN400.1
STANDARD SANITARY MANHOLE
f.3FPt1R'i°MENtI" €
N. SEPTEMBER 201111
��' F
CALF 811 BEFORE YOU SIG!
OFFE ENC-,INEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARE ELL OFFE, P.E.
INTERSECTION
STA. 10+00.0, NE 13TH STREET
STA. 2+54.47, KENNEWICK AVE. NE
IE=226.16,v 8" EX.)
IE=226.26, 8" I1EW)
SSMH #1. STD. MH -48
STA. 10+40.0, 2.5' RT.
RIM=236.26
IE=228.72, 8" IN)
IE=228.62, 8" OUT)
1260
ABANDON EXISTING SIDE SEWER
AT %A/ 1.1 Mir— Mr—M DIT/ C`TAAIMAMMC`
STA. 0+63
IE=235.50, 6"
INSTALL SIDE SEWER W/IN
EXISTING SIDE SEWER PER CITY 12" D.I. SLEEVE UNDER ROCKERY
DRAWING S-01440 FOR WIDTH OF ROCKERY
TO BE ABANDONED AFTER NEW SEWER
IS ACCEPTED BY CITY OF RENTON
255
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4,8 " MI -I 48"
6" MIN, ��,'►�w,'�I
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r4't MIN- 21't €.D.
54`" MH 54'
'* MIN 5.5" MIN.
24" MIN 24" 1. D,
6D" M H 60
' MIDI. Ut. MiN.
42" P,r JNl .30. I.G.
ry '
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS .ARE TO BE IN PLACE tBEFO'RE. MANHOLE SECT ONS ARE INSTALLED,
3, CASTING SMALL BE PER STD. PLAN 401.
4, MANHOLE SECTIONS, TO BE OF REINFORCED PRLUAST CONCRETE
5. A� . JOINTS BETWEEN THE ONE, R S= R RINGS, BIZiC.K : AND CASTING SMALL BE GROUTED.
5. A JUSTMENT OF TIME; OA.ST>NG TO GRADE SHALL 6E A01COMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, EiR<CKS A;14D MORTAR QNLy. BRICKS SH -ALL BE STAGGERED TO CREATE A RUNNING
BOND OR 112 BOND. THE FSC QF..SHIMS IS PROHB TED.
AN TARY SEWER VANHOLES SHA _L HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WiTH A H:GI SOLIGS `IRETHANE (:GATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR Or COAT NG SHALL BE WHITE
B. RUBBER (>ASKETED JOINTS SHALL BE IN CONf"ORMANCE '07-H ASTM C-443.
3, CHANNEL HEI AIT SHALL BE A MINIMUM OF /4 O ?HE >N`_sIDE DIAMETER OF THE LARGEST PIPE,
li,l COONNEC1iON S TO t.9ANI~iOLE SHALL BE MALE .SINi: Grit ADAPTOR, KOR—N—SEAL BOOTS OR
f-'sPP OVEI ) EQUAL.
1. IN LAN€MPRCVED AREAS, MANHOLES SHALL ALL Ex.TEND A M!N:MUM OF S" AND A MAXIMUM OF 12"
ABOVE RNISHEO GRAPE. OR bill.: ST HAVE A MftML.1At 2' DIAMETER CONCRETE RINGS POUREiLl AT GRAD1.
IN PAVED AREAS, COVLR MJ5T 'SLOPE IN AU IDIRLr TUNS =0 MATCH PAVING.
0,
PUBLIC WORKS I 3Ti) PIAN400.1
STANDARD SANITARY MANHOLE
f.3FPt1R'i°MENtI" €
N. SEPTEMBER 201111
��' F
CALF 811 BEFORE YOU SIG!
OFFE ENC-,INEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARE ELL OFFE, P.E.
INTERSECTION
STA. 10+00.0, NE 13TH STREET
STA. 2+54.47, KENNEWICK AVE. NE
IE=226.16,v 8" EX.)
IE=226.26, 8" I1EW)
SSMH #1. STD. MH -48
STA. 10+40.0, 2.5' RT.
RIM=236.26
IE=228.72, 8" IN)
IE=228.62, 8" OUT)
1260
ABANDON EXISTING SIDE SEWER
AT %A/ 1.1 Mir— Mr—M DIT/ C`TAAIMAMMC`
STA. 0+63
IE=235.50, 6"
INSTALL SIDE SEWER W/IN
EXISTING SIDE SEWER PER CITY 12" D.I. SLEEVE UNDER ROCKERY
DRAWING S-01440 FOR WIDTH OF ROCKERY
TO BE ABANDONED AFTER NEW SEWER
IS ACCEPTED BY CITY OF RENTON
255
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2.5' RT.
RIM=252.82
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IE=245.58, 8"
OUT)
IE=245.75, 6"
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RIM=236.26
EX. MH IE=228.72, 8 SIN)
RIM -235.86 IE=228.62, 8"e`OUT)
10+00
IE=226.16, 8" EX.)
IE=226.26, 8" NEW)
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04/25/2015 N0.
NE 13th STREET
11+00
I SURVEYED: SCALE:
-- SITE SURVEY&MAPPING SCALE
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. OPIE ItCH
CHECKED: AT FULL SCALE
IF NOT ONE WCC
REVISION BY JAT E A P P R APovED: SCAB "iDC°'LY
VVVr.A : NAVD 19M
HORIZONTAL: NAD 1983/1991
DATUM
2 +0
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NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
SSMH l S I'D.
MH -48"
STA. 12+37.0,
2.5' RT.
RIM=252.82
IE=245.58, 8"
OUT)
IE=245.75, 6"
IN)
X09
All 4R-
CITY C -
REN]ON
Planning/Building/Public WorKs Dept.
255
250
245
240
235
230
22'_�'
(MIN. FF=257.00
STA. 0+00
I F= 252.0, 6"
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS I >.dAN 1 FOOT.
GRAPHIC SCALE
o ,o zo ao
I inch = 20 fee
I
RECOMMENDED FOR AP-DROVAL.
By`Zdaj. . Date;
B Date; S••Zp/
By; Da ;e
By-, Date:
SHELDEN SHORT PLAT
SCOTT DONOGH HOMES, INC.
SEWER PLAN & PROFILE
1318 KENNEWICK AVENUE NE
0
7/2015
PAGE:
-A
SHEET:
_..
I)F: 18
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