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0`8" SEWER MAIN
SEWER
SECTION W/IN EASEMENT
ON PARCEL #032305-9136
MANHOLE FRAME AND COVER
PER DRAWING 401,
4" MIN. TO
12° MAX.
24"
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NOTES
° STEPS TO BE POLYPROPYL'NE SAFETY STEPS
2; STEPS ARE TO BE IN 'LACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3, CASTING TO BE P'FR ORA NG tQ
4, MANf,.CLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5. OPENIN-C SHOULD BE ON DOWNSTREAM SIDE,
£. ALL JOINTS SHALL BE GROLI'ED.
7< SAWTARY SEWER MANHOLES SHALL HAVE AL!, NTI;RIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC ARO'SHJ! .':) OR APPROVED EQUA[. COLOR OF COATING SHALL BE WH1"F_
5, RUBBER GAS{ €EJOi�, iS SHALL BE IN CONFORMANCE WITH ASTM C--4$3
3, CHANNEL ICE GHT SMALL BE A MINIMUM CW 3/4 THE NSIZE DIAMETER OF THE
LARGEST PIPE.
10CONNECTIONS TO MANHOLE SHALL BE MAOE USING GPK ADAPTOR, KOR—NSEAL
BOOTS OR APPROVED EQUAL.
PL,'BIJC WORKS � SANITARY MANHOLEgmPi.# - 4002
DEPARTMENT { SHALLOW
MARCH 20013
CALL 811 BEFORE YOU DIG'
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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SHALLOW K
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4, 8" IN)
54"
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EX. SSMH
RIM=423.89
IE=417.24, 8"(OUT)
IE=417.34, 8" IN) —NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
f
`SSMH#3, SHALLOW MH-54"
RIM=451.51
I E=443.74, 8" OUT)
IE=443.84, 6"�IN)
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE
APPR❑XIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND
UTILITTES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N, NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER L❑CATI❑N,
CALL BEFORE YOU DIGI 811
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTURE
PAVED SECTION, INSTALL NEW 8" CLEAN OUT
IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE ® MAY CREEK)
CONTRACTOR TO AS —BUILT PRIOR TO SEWER CONSTRUCTION
NE 25th STREET
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
GRAPHIC SCALE
0 15 30 60
1 Inch = 30 feet
S=375 103
450
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IM=424.67
TO. . . = . 'RIM' ,
IE=418.34, 8OU7) IE=419.55, 8"IN)
IE=417.34, 8"(IN)—NEW IE=418.44, 8"IN)
_ .
AS-BUILT
I 05/20/2015
1�+0.0...................... . �1,1�+00 12+00 13+00...... ..... 14+00..
SURVEYED: SCALE.
HANSEN SURVEYING vOWPL- AD 1 t9� MAY CREEK COURT SHORT PLAT 05/20/2015
HORIZONTAL• NAD 9983/9999 �►
SCALE - CITY O F Fl:
z orA DRAW D.L. OFFE, P.E. R E N TO N VINEYARDS CONSTRUCTION, LLC PACE*
• F DRAWN:
°,p a�4so D.L. OFFE, P.E. ONE INCH DATUM SWING NO
o�,`�C/7460 �°�° CHECKED: AT FULLS Planning/Building/Public works Dept. SEWER PLAN &PROFILE
FSS��NAL° �APPROVED: SCALE N ONE INCH 2530 DUVALL AVENUE NE B
05/20/2015 NO, REVISION BY DATE APPR 7 OR
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