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\-8" SEWER MAIN
SEWER
SECTION W/IN EASEMENT
ON
PARCEL #032305-9136
PROPOSED 20' PUBLIC UTILITY
(SEWER) EASEMENT
INTERSECTION T &
STA. 10+00
SEWER EASEMENT TO BE
F
OBTAINED BY DEVELOPER
INSTALL NEW SIDE SEWER
RE —CONNECT TO EXISTING
MANHOLE FRAME AND COVER
PER DRAWING 401,
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I. S-�J'S 10 BE POLYPROPYLENE SA-FTY STLIPS.
2, ARE TO BE =N' PLACE BEFORE MANHOLE SECT=GINS, ARE INSTALLED
3- CAS`iNG TO BE PER DRAWING 40'
4. MAINi-�'tF, SFCTI04� TO 9F OF REINFORCED PRECAST CONCRETE,
5. O� NING SHOULD BE ON DOWNSTREAM &DE.
5. A i 31NTS SHALL BE GROUTED,
I Sad IARY SEWER MANt-,O[,FS '6HALL HAVAt! INIERIO8 SUR[ACkS, NC!JDING
C"ANNELING, COA-ED (SEALED.) W17H. A HIGH SOLIDS URETHANE COATNC;
WASSEIR MC-AROSHIE�_O OR APPROVED EQUAL; COLOR OF COATING �fiALBE 'WHITE.
S. R,-381.-FR GASKETED JOINTS SHALL BE IN, CONFORMANCE WITH ASTM C443.
9. C�ANN,71 HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE,
G. CONNEC , 11ONS 10 MANHOLE SHALL BE MADE USING GPK ADAPTOR, K0R-N--SEA._
B010"'s OR APPROVED EQUAL,
PUBLIC WORKS I STD. PUN — 400.2
SANITARY MANHOLE
DEPARTMENT SHALLOW
MARCH 2008
CALL 811 BEFORE YOU DG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
SSMH#l, SHALLOW MH-54"
STA. 10+14.0, 5.5' RT.
RIM=423.50 <0
IE=418.58, 8OUT)
IE=418.68, 8 �11\1)
1)v
0
X-1 ---�`MIN. FF tLEV=4�4.Qb
MIN. FF ELEV=425,QQ-
MIN.XF EhEV=444.00
Ln C) MflN. FF ELEV=*50.00
0
0
MIN. FF FF ELEV=424.50i + 0
0 1�
CNI 04 0
STA. 0+10 CD
.. . ........... 77
CON
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4410
43.0
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E K N N F
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'ROPOS,ED 20' PUE
SFWFR) FA�FMFNT
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
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
N,, NOT SHOWN IN THEIR PROPER LOCATION,
Al, CALL BEFORE YOU DIG:811
.MIN. FF ELEV=455.00
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTUR
00 PAVED SECTION, INSTALL NEW 8" CLEAN OUT
CD CD
+ IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE @ MAY CREEK)
CONTRACTOR TO AS —BUILT PRIOR TO SEWER CONSTRUCTION
Q II
U)
14+00
NE 25th STREET
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED]
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
V) Lu W
420
5,
124LF., '8" p`Vr SS@S=1.00% 91 LE.. --8"PV&S:
410 I I SSMH#1 RIM=424.71
RIM=423.50 IE=419.59, 8':�OUT)
IE=418.58, 8OUT) IE=419.69, 8' IN)
IE=417.34, 8"(IN)—NEW IE=418.68, 8 �IN)
10+00 :1.1 +00 ... .... 12+00
WAS81; SURVEYED: SCALE:
VERTICAL: NAVID 1988
SITE SURVEY&MAPPING SCALE HORIZONTAL- NAD 1983/1991
DESIGNED: CITY OF
D.L. OFFE, P.E. RENTON
DRAWN:
D.L. OFFE, P.E. ONE INCH
27460 o' I
CHECKED:
STEF AT FULL SCAI F
eso.. . IF NOT ONE INCH Planning/Building/Public Works Dept.
k*AL09/11/201t4 *o NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
GRAPHIC SCALE
0 15 30 60
I inch = JO feet
RECOMMENDED FOR APPROVAL
Byl D a t e;
W,
BY: Date:
BY: Date:
By: Date:
13+00 14+00
MAY CREEK COURT SHORT PLAT
VINEYARDS CONSTRUCTION, LLC
SEWER PLAN & PROFILE
2530 DUVALL AVENUE NE
450
MLI
420
09/11/2014
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET: 7 OF., 112
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