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EX. 8" SS
(S-3659)
IE=378.78, 8" (NE) -NEW
281-F., 8" PVC SS
® S =1 4 0-0-M
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
PRIVATE ROAD INT'X
STA. 17+24.98, NE 7th St.
STA. 20+00, OLYMPIC AVE. NE
CENTER 20' DRIVEWAY APRON
MANHOLE FRAME AND COVER
PER DRA4YNG 401. _
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6'
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t . STEPS TO BE. POLYPROPYLENE PYLENE SAW T`f STEPS,
2, STEPS ARE -0 BE N PLACm BEFCRF MANHOLE SECT-ONS ARE INSTALLED.
1 CASTING TO BE PFP — -A'N n rZ ": ? .
k MANHOLE SECTION-' "= , =-- N CRCED PRECAST CONCRETE.
5. OPENING SHOULD ,$ .)N '-)ijNN'RLAM SKX
6. ALL ,�O#NTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING
CHANNELING, COA-7TO (SEALED) KITH A HIGH SOLIDS URETHANE CQAMNG;
WASSER MC—ARG,SH,ELD OR APPROVED EQUAL; COLOR OF COATING SMALL. BE WHITE"
5. RU98FR GASKETS .IC1NTS SHALL_ BE IN CONFORMANCE WTH ASTV C-443,
9. CHANNEL HE.GHT SHALL BE A MINIMUM OF 3/4 NE INSIDE DIAMETER OF THE
LARGEST PIPE.
10. CONNECTIONS TO MANHC}LE SHALL BE MADE USING GPK ADAF 'TOR, KKR. -N-SEAL
00,7S' OR APPROVED EQUAL,
WORKSPUBLIC
DEPARTV SHALLOW
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
NOTE:
I EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE
I APPR❑XIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
I H❑RIZ❑NTAL L❑CATION OF ALL EXISTING UNDERGROUND
I UTILIITES PRIOR TO COMMENCING C❑NSTRUCTI❑N, NO
REPRESENTATION 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❑CATION.
E
I CALL BEFORE YOU DIGI 1-800-424-5555
STA. 21 +75.0 5.5' LT.
SSMH 2, SHALLOW-54
RIM= ? ,77
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IE��! 6" IN)�o •SS /Isll b •-{-�4�►N
OI.�lNCQ46,
AVENUE NE
170LF., 8" PVC SS®S=MWM 2-
21 00
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MIN. FF ELEV=395.0
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
RIM=395.0
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
SSMH 1 SHALLOW-54" o ®z
RIM=389.80
IET3�0, 8:� ;OUT) �Z. is Ni lP-U�%,4 r� _OD co u�
380 : IE=�J!Jl�, 8 :IN - 380
:...............:...............:......................... ........... ............
28LF., :8" PVC SS61■-WWM tZJ ,40, := dIA : N
AVENUE N:E _
[ EX'. S.S. MANHOLE q II
RIM=388.68 cn -
.,,' ``IE=378.68, 8S,W) 21+00 22+00
IE=378.78, 8"NE)-NEW ___-_m___m__20+00 A,5.. ;ww
-_-_____o___----___.------
5-31 1003
RECOM NDED FOR APPROVAL
y: tes
By, Date,
I
By: Datel
By; Datel
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SURVEYED: SCALE:
SITE SURVEY&MAPPING SCALE �"w 13/ „ _ NE 7TH NORTH SHORT PLAT
DESKMED. HORIZONTAL NAD , 983 , 991 '► �— CITY 0 F
e D.L. OFFE, P.E. R E N TO N KRRV DEVELOPMENT, LLC
DRAWN:
D.L. OFFE, P.E. ONE INCH
27460 DATUM SEWER PLAN & PROFILE
CHECKED: r r L Planning/Building/Public Works Dept. 3506 NE 7th STREET
S NAL 12/19/2013 NO. REVISION BY DATE APPR APPROVED: SCALE ANY
09/25/2013
FIEL®BOOK:
PAGE:
DRAWING NO:
SHEET, 6 OF:11
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