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10 11
FOUND CASED MON
ON SE 120th
STREET
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CITY BM #1852
ELEV = 454.77
NAVD 88 DATUM
10 11 FOUND 3" BRASS
SURFACE DISK ON
SE 128th STREET
15 14
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IE = 487.4 (S) j
i NEW IE = 487.56
(RECHANNEL MH
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SW 1/a, SW 1/4, SECTION 11, TOWNSHIP 23 NORTH, RANGE s EAST, W.M.
s
WATER MAIN '
,f STA 1+31; ! _ WATER MAIN
1+00 --- -..__
,�____.� _ f 50 8756' 12"E_ 32 7.49' 2_ + 2 +50
In 00 �'
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—' 3 +00
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.230 LF -- 8" PVG O 5.41% STA 2+080•, 5' RT — ---
NEW SANS ER MH •' �`
RIM = 508.5
STORM IE -- 500.40 AMP o
_ CONCR WALK
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co 90.00' y,._ y ._... �� -..- . S8756' 12. "E � ..
- .47' w'�' } 77.47
B - ....TYPE I ...........- ', �� -- - �, 90.00'
RIM = 502.00 TBM [�
IE = 498.66 - (IN E) 6" PVC SIDE SEWER �,= 509.70 C8 - TYpE I ---a
0 2.0% MIN \ RIM = 512.79
IE = 496.3 IE 500.6 IE = 508.07 - (I E)
1
_ _._ \ IE — 508.11 — (o w)
TRENCH RESTORATION AND
PAVEMENT PATCH TO BE
1 ��
-- 6" PVC SIDE SEWER
GUY ANCHOR
ACCORDING TO THE CONDITIONS ' '
��- \ '�
2.0X MIN ..
LIGHT
AND REQUIREMENTS OF THE
KING COUNTY FRANCHISE UTILITY
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WV
WATER VALVE
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EX GRADE
AT CENTERLINE
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1 STA 2 +08; 5' RT
NEW _5N SEWER_ MH
RIM =, 508.50
IE 500.00
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VIER G ;Y CvMMEN i S
2 PER CITY COMMENTS
NO. I REVISION
ROLL200
90.00'
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sp
UP
UTILITY POLE
GA
GUY ANCHOR
OHP
OVERHEAD POWER
LT
LIGHT
FH
FIRE HYDRANT
WV
WATER VALVE
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UP
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q- INTX STA 3 +27.49 -a -_SE 124th ST
149th AVE
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FR 158
SE 120th ST
W
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3+00
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9 i .3-05
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s�,arErE o.
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hor2 1" 20'
vert 1" 5'
K: WD 120/1 "1
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10 -18 -05
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BY
DATE
APPR
FR 158
SE 120th ST
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SE 124th a dT
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UN
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SITE K,
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- -- -
SE 128th ST
c1r
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129th LAJ
0 10' 20' ao' eo' Q
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SCALE: hom r - 20'
vwtr -5'
Ir PIA
LOTS 1 AND 2, BLOCK 1, GERBER'S ADDITION TO
RENTON, VOLUME 61 OF PLATS, PAGE 98,
RECORDS OF KING COUNTY, WASHINGTON
OWNER
AMERICAN CLASSIC HOMES
MICHAEL GLADSTEIN
2805 SUNSET WAY
RENTON, WA 98056
StJRVEYOR
BOYD & ASSOCIATES, INC
828 INDEX COURT NE
RENTON, WA 98056
ph (425) 204 -0840
7 --3 -05
VONIITY MAP
NO SCALE
0 =IV -
--
TBM
SPIKE IN UTILITY POLE
ELEV = 509.70
CITY BM #1852
ELEV = 454.77 (NAND BB DATUM
FOUND 3" BRASS SURFACE DISK ON
SE 128th STREET
DATUM
NAND 88
PROPERTY LINE
°i z 6' -08P
6" BUILDING SEWER PIPE FUTURE
BUILDING SEWER
w
TEE WITH 6" SIDE OUTLET 2 2 "x 4" STUD SERVICE MARKER PAIN'
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING "SEWER" WITH 3" HIGH
CL BLACK LETTERS. AND #6 WIRE WRAPPED
0 AROUND THE STUD AND EXTENDED TO
a THE TOP OF THE STUD.
6" SIDE SEWER AND BUILDING SEWER
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH
CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS
STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING
MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE
SEWER MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST aRON PIPE OR
DUCTILE IRON PIPE.
1:3:5 MIX
�
CONCRETE 515
BLOCKING
510
• r
h
609 MIN. CON
27G MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION
NOTE•
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAD HAVE A
MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE
LOWEST. HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
NO SCALE
NOTE:
495 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
UTILITIES 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.
,q80 CALL YOU DICE 11-OW-424-5M5
O o WAgy l+%
RECOMMENDED CHECKED FOR COMPLIANCE
FOR APPROVAL TO CITY STANDARDS
o� 4�307 0 BY /
Date
"AL BY Date i
EXPIRES: 10%14j06 BY Date
CITY OF GiLADSTEIN SEWER EXTENSION a -10 -05
„� 14W (P # ) and
RENTON
(PARCEL #2 20)
Planning /Building /Public Works Dept. SE 12ft
PLAN and PROFILE , 1
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