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AC'CIURATELY REFLECTS EXI.< , 'NG
FIELD CONDITIONS AS OF T` •
DATE:
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PORTION OF THE S.W. 1/4, OF SEC. 3, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
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STA:5+38.76,0' RT.
SSM H #2, 48"
FSTA:4+42. 10' RT.
INV=4t 8" PVC (OUT) INSTALL:
+38. 10' RT. 1-8"x 6" TEE (MJxMJxFL)
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VERTICAL CURB & GUTTER
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0 5 10 20
SCALE 1" = 20'
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LEGEND
® FOUND MON IN CASE
SANITARY SEWER MANHOLE
CATCH BASIN
STORM DRAIN MANHOLE
UTILITY POLE
- GUY ANCHOR
TELEPHONE RISER
STREET SIGN
WATER METER
WATER VALVE
t. - WIRE FENCE
-- - WOOD FENCE
-- - CYCLONE FENCE
- - STORM DRAIN PIPE
SANITARY SEWER PIPE
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INV=444.
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INV=441,
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1" COMBINATION DOMESTIC & TIC
-
— — — _ FIRE WATER SERVICE WITH DCVA
6" PVC SS
STUB 0 2.0%
2
MIN, (TYP.)
MIN. FF=425
MIN. FF-425
5.5' CONC. SIDEWALK
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(6' TO FACE OF CURB) -i- F- , ° , , r 7
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LEGAL DESCRIPTION:
V) D 0 t
X w Li". 11332 TAX PARCEL 513970-0139
w w f `O's I �ii"
n � ZONAL THE EAST 140 FEET OF THE WEST 350 FEET OF THE NORTH HALF OF
to LOT 13 IN THE PLAT OF HOSEPH P. MARSHALL TRACTS AS RECORDED
EXPnM 11/30/04 IN VOLUME 38 OF PLATS ON PAGE 30, RECORDS OF KING COUNTY,
a M cv 0 WASHINGTON, LESS THE NORTH 30 FEET THEREOF.
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NOTES
1. FILL & COMPACT THE ROAD PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR THE INSTALLATION OF THE WATERMAIN AND FIRE HYDRANT.
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RNTON
(C.O.R.) TRENCH RESTORATION AND STREET OVERLAY DETAIL.
3. THE FUTURE RESIDENCE ON LOT 1 SHALL HAVE AN APPROVED FIRE
SPRINKLER SYSTEM, UNDER SEPARATE PERMIT. THE DEVELOPER SHALL
VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER METER TO EACH
xUPE LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO INSTALLATION OF THE BY /
t, of WAs �' WATER SERVICE STUB AND METER. BY
30' PARCEL OWNED BY
THE CITYOF RENTON
(RIGHT-OF-WAY)
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FOUND MON IN CASE
CITY OF RENTON CONTROL MON# 1803
2" BRASS DISC W/PUNCH (VISITED 2/28/00)
I st ST.
N= 188193.90
E=1313448.18
EX. FIRE HYDRANT
CONSTRUCT 2-BOX
MAILBOX STAND
PER USPS & CITY
_ OF RENTON STDS. \ 10 00
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r - /1 / \ r 7 / \ / \ /1 1-
" V I V V A A / I I_ I I I" V /
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F
ONUMENT
O BE
ON STRU CTEE
I
SAWCUT &RESTORE PAVING IN KIND-/
PER DETAIL SHT 8 OF 9
7 / \ , \ /I /
STA. -0+13t (N.E. 18TH ST.) I
STA. 9+15 (DUVALL AVE N.E.)
INSTALL:
1-12"x8" TAPPING TEE (FL)
1-8"TAPPING GATE VALVE (MJ)
W/ CONC. THRUST BLOCKING 8 00
-SEE TESTING AND FINAL 30,
CONNECTION DETAILS SHT 8 OF 9
Call NOTE:
before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
g• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
1-800-424-5555 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1-800-424-5555,
SCANNED MAY 0 1 Z006
FOUND MON IN CASE
CITY OF RENTON CONTROL MON# 1844
2" IRON PIPE W/ CONC. & TACK
(VISITED 2/28/00)
v Uo RECOMMENDED
FOR APPROVAL
fdl U : i Os_ 3 Th 1 y3 , /
'
BY
CHECKED
CITYOSTANCOMPLIANCE
STANDARDS
BAXTER MEADOWS
Als'� 471��DATE /
TE WATER & SANITARY SEWER PLAN
1,�iltf�Lt.y1 DATE 3
SCANNED OCT 0 R .260
3/11/03
RELDBOOK:
PAGE:
MIMNG NO:
75-141-WA
SHEET: OF-
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