HomeMy WebLinkAboutWWP2703739.1NOTES
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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
UTILITY EASEMENT
MANHOLE FRAME AND COVER
PER DRAWING 401.
4" MIN. TO
1'7w
12" MAX_
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24"
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4'-- 54'
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NOTES:
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2- STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING 401.
4. MANHOLE SECTIONS TO BE OF RE'.NFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL: HAVE ALL 'NTERIOR SURFACES. INCLUDING
CHANNELING, COATED (SEALED) WITH A NIGH SOLIDS URETHANE COATING;
WASSER MC—AROSHIEi—D OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8, RUBBER GASKETED JOINTS SHALL_ BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 34 THE E INSIDE DIAMETER OF THE
LARGEST PIPE.
10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL
BOOTS OR APPROVED EQUAL.
�. PLiBI.IC, WORKS j SANITARYMANHOLE
DEPARTMENT SHALLOW
STD. PION - 400.2
- - -
MARCH 2008
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
I
I MIN. FF ELEV=430.00
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MIN. FF ELEV=430.00
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ALL SANITARY SIDE SEWER STUBS SHALL BE PLACED AT
MINIMUM SLOPE=2.00%. PIPE TYPE AS CALLED OUT.
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
UTILIITES 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 DIG: 811
373903
ADJUST MANHOLE TO FINAL GRADE
ZZPER CITY STANRARD DETAIL #400.0
STA. 20+48.69, 0.68' LT.
SSMH#1, CUT -IN 48'
RIM A?7l • W
IE=4-2?-86, 12"(EX.) 47-7.'�4
IE=42-2-9.6, 8"(NEW)
373921
373901
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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.......... <...._-- -_---_ r.--.-.-.----•---- 250LF. 8„ SS(C-900) ®S�0:5090... _ ..
420
420 .. ........ 48,,..:. .
............................SSMH 1. CUT...IN..
SSMH 2 SHALLOW MH-54
RIM- yi :• 14
RIM=4-24-��4 Zib.2t IE=42*-$6, 12"(EX
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IE=424.21, 8" OUT) = IE=4.-�96 : 8 (NEW) 422.°j°J
IE=424.37, 6"�IN)
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AL �'�
06/11/2014 NO.
REVISION
32+00
GEODIMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
BY DATE 1 APPR I
APPROVED:
31 +00
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCM: NAVE) 19M
HORIZONTAL- NAD 1983/1991
DATU M
30+00 410
t Ai "R
CITY OF
ML
RENTON
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROV L
By� atel
By: Date;
By: Date:
By: Date;
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT / NILE AVENUE NE
02/15/2014
PAGE:
DRAWING NO:
SHM: 9 OF:15
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