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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
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Vo
MIN. FF ELEV= 430.00
SHARED ACCESS AND.._
UTILITY EASEMENT
MANHOLE FRAME AND COVER
P R DRAWNC 4.01,
I
EPS TO HE P LYP;R YLE-NE. SAFETY STEPS.
7rP' ARE TO K IN PLACE BEFORE A HCLE SECTIONS ARE INSTALLED. 3- CASTING 7ci, ric PrR DRAWING 4'0i
4. MANHOLE SECTIONS TO BE OF REONFOIRCED PRfECAT CONCRETE.
OP NINiG SHOUIAD 8F ON O I S-rRFA SI";
ALL JOINTS SHALL BE GROUTED.
f. SANITARY SEWER MANHOLES DELL HAVE ALL iNTERIOR SURFACES, INCLtDiN
CHANNELING, COATED (SEALED) JVITH AsGH' SOLIDS URETHANE COATING; WA SSR I AROSHIELD OR APPRO CED EG UAL, L"OIrOR Of- COATING SHAILL BE HFI_ . 5. RUBBER G,ASKETE'D JOINTS HALL. BE IN 'C"O IIFDR(MANCI" W"TH AS7m C-443.
C -HI A NEL HEL G -IT SHALL BE A VIII OF 3/4 7-HiE INSIDE DIAMETER OF THELARGESTI^' L
i-ONNEC-11 NS ._. MiR;N!-IOUE SHALL RE MADE >,..7SI'+.C; GPK ADAPTOR, ItOI:a'._N.- EA_.
OR APPRQVFI-) IrQ,'k'.J .I_.
PUBLIC WORKS
DE ARTMEN
SANITARY MANHOLE . PIAN - 400.2
SHALLOW
MARCH 2008
NOTE,,
EXISTING UTILITY LOCATI NS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L CATION 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
ADJUST MANHOLE TO FINAL GRADE
PER CITY STANRARD DETAIL 400.0
STA. 20+48.69, 0.68' LT.
SSMH#1, CUT—IN 48"
RIM= — A;!A . W
IE=4-2*-&6, 12"(EX.) 4Z-2.a)A
IE=4,, 80f(NEW) 422.a34!
313921
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
OPOSED WM— BURY—=--.._—_— ---- ;---_
50LF., 8 =SS C=gar®-
S 0.50
420
SSMH 2 SHALLOW MH -54 .. , ..... , .. , , ..... . ............................. , 6 ............... ;SSV -H # 1.. , CUT—iN 48" ........
0 .
RIM ' 42.8.1 i- Z' .Zl :RIM= miN4
IE=424.21, 8" OUT) a a IE=4m22?.f3 12"(EX
IE=424.37, 6 IN IE=) = 4- 6, : 8 (NEW) 422.0)9
410 32+00
L.
OFFE ENGINEERS yG' °° 0.
0 SURVEYED:
A°
P
GEODIMENSIONS, INC. 13932 SOUTHEAST 159TH PLACE '` °00 DESIGNED:
RENTON, WASHINGTON 98058 D.L. OFFE, P.E.
PHONE: 425-260-3412 °0 ,
27460 O e "
D W
D.L. OFFE, P.E.
F°° c sTER CHECKED: CONTACT: DARRELL OFFS, P.E.
so
00
06/11/2014 NO. REVISION BY DATE APPR APPROVED:
31 +00
SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
VORTICAL: NAVD 19M
HORIZONTAL- NAD 1983/1991
DATUM
CITY OE
RENTON
Planning/Building/Public Works Dept.
30+00
410
Ag 0 I LOT
Z) i4lr
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
BY' ate:
01
By: Date: o
BYDate:
BY: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/ NILE AVENUE NE
02/15/2014
FlELDBOOK:
PAGE:
DRAWING NO:
SHEET`
9
OF -
15
N ZCh
440
n....... ......,.......... . `.............. ............:........................,..... .... c -.>- NE 2nd COURT
440
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430
e 430
r
OPOSED WM— BURY—=--.._—_— ---- ;---_
50LF., 8 =SS C=gar®-
S 0.50
420
SSMH 2 SHALLOW MH -54 .. , ..... , .. , , ..... . ............................. , 6 ............... ;SSV -H # 1.. , CUT—iN 48" ........
0 .
RIM ' 42.8.1 i- Z' .Zl :RIM= miN4
IE=424.21, 8" OUT) a a IE=4m22?.f3 12"(EX
IE=424.37, 6 IN IE=) = 4- 6, : 8 (NEW) 422.0)9
410 32+00
L.
OFFE ENGINEERS yG' °° 0.
0 SURVEYED:
A°
P
GEODIMENSIONS, INC. 13932 SOUTHEAST 159TH PLACE '` °00 DESIGNED:
RENTON, WASHINGTON 98058 D.L. OFFE, P.E.
PHONE: 425-260-3412 °0 ,
27460 O e "
D W
D.L. OFFE, P.E.
F°° c sTER CHECKED: CONTACT: DARRELL OFFS, P.E.
so
00
06/11/2014 NO. REVISION BY DATE APPR APPROVED:
31 +00
SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDIINGLY
VORTICAL: NAVD 19M
HORIZONTAL- NAD 1983/1991
DATUM
CITY OE
RENTON
Planning/Building/Public Works Dept.
30+00
410
Ag 0 I LOT
Z) i4lr
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
BY' ate:
01
By: Date: o
BYDate:
BY: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/ NILE AVENUE NE
02/15/2014
FlELDBOOK:
PAGE:
DRAWING NO:
SHEET`
9
OF -
15