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478 TOE OF ROCKERY
0. 6' N. OF
BDY LINE I
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4 END OF 1 RETAINING WALL - - -" - - - -
RETAINING WALL SHED 74
ECK1.9 N
-- —1 _
(� �TBR) OF BOY. > END OF WOOD
Y \ LINE RETAINING WALL
o �L — \ TBR 1 48' SILT FENCE DTL 2
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3 PARCELfN231.02 SQ•477 51 t LEARING LIMITS, TYP
c FSH FLOOR EL" \
32 Si FT'
722 (p.17 AC.)
\ LOT 2
\ 5,003.70 SQ. FT. HOUSE
(0. fI f Ac.) 0010
lb
EXISTING UTILITY STRUCTURES
& CULVERT ENDS
11 SSMH
RIM EL. = 470.18'
8" P.V.C. W.-E. = 461.93'
12 SSMH
RIM EL. = 464.87'
8" P.V.C. W.-E. = 458.12'
#3 CB
RIM EL. = 465.22'
6" C.P.P. W. = 461.67'
12" C.P.P. N. = 461.62'
#4 CB
RIM EL. = 465.21
12" C.P.P. S. = 461.36'
12" C.P.P. E. = 461.56'
#5 CB (SOLID LID)
RIM EL. = 464.56'
12" C.P.P. W. = 460.76'
12" C.P.P. E. = 460.66'
#6 CB
RIM EL. = 470.84'
12" CONC. SW. = 468.94'
12" CONC. N. = 469.14'
#7 CB (SOLID LID)
RIM EL. = 471.16'
12" C.P.P. S.W. = 467.56'
12" C.P.P. E. = 465.46'
#8 CULVERT PIPE
12" C.P.P. = 469.46'
#9 CULVERT PIPE
12" C.P.P. = 469.17'
#10 CULVERT PIPE
12" R.C.P. = 468.99
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NOTE:
EXISTING SEPTIC TANK AND EFFLUENT LINES SHOWN
ARE ESTIMATES. ACTUAL LENGTH AND LOCATION
IN THE FIELD MAY VARY REQUIRING ADDITIONAL
EXCAVATION FOR REMOVAL OF THE SEPTIC SYSTEM.
1 /4,
5 E, W.M.
EXISTING GROUND
R/W
2"
EXISTING GROUND
100' MIN.
(MAY BE REDUCED TO 50' MIN
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.)
R=25'MIN
15' MIN.
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VICINITY
MAP
921
Graham Ave NE
Renton, WA 98059
I I I LEGAL DESCRIPTION:
EXISTING DRIVEWAY
RAMP OR SITE ACCESS (PER STEWART TITLE SUBDIVISION GUARANTEE ORDER NUMBER 208164522)
ROAD LOT 8, BLOCK 1, LEAH'S CHURCH PARK, ACCORDING TO THE
1. L se 4" to 8" quarry spalls or crushed rock for surfacing as shown. PLAT THEREOF RECORDED IN VOLUME 77 OF PLATS, PAGES 37
Material with `fines is not acceptable. AND 38, RECORDS OF KING COUNTY, WASHINGTON.
(PER STEWART TITLE SUBDIVISION GUARANTEE ORDER NUMBER 208164522)
2. The 100' minimum length shall be lengthened as necessary to insure BENCHMARK:
material is not tracked into the public right—of—way.
CITY OF RENTON BENCHMARK 1907 DESCRIBED AS
CONSTRUCTION ENTRANCE A CHISELED SQUARE ON S.E. CORNER OF CONCRETE
1 SASE FOR MAILBOXED ON WEST SIDE OF 142ND AVE. SE.
VERTICAL DATUM.
NTS 1 NORTH AMERICAN VERTICAL DATUM OF 1988
FILTER FABRIC MATERIAL. 60" WIDE ROLLS. CONTOUR INTERVAL:
USE STAPLES OR WIRE DINGS TO ATTACH
2.00 U. S. FEET
FABRIC TO WIRE. NOTES ABBREVIATIONS
`2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV. 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A BLC - BUILDING CORNER MH - MANHOLE
PROVIDE 3/4" — 1.5" --
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON
THE SURFACE.
2" BY 4" WOOD POST —�
o I ALT: STEEL FENCE POSTS.
IZ I
v U
I
CATCH BAST
ER 0 SION CONTR 0L PLAN
1 "=20'
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852-4880 (local) or 1—(800)251-0189 (toll free) (253)852-4955 (fax)
E—MAIL: cni®cramernw.com
-5-0
SOLID
WALLS
FILTER MEDIA -,
FOR DEWATERING
SEDIMENT TRAP OR POND. C - COMPACT MJ - MECHANICAL JOINT
CB - CATCH BASIN OVHD - OVERHEAD
CL - CLASS PL - PROPERTY LINE
2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE Co - CLEAN OUT R - RADIUS
LINE IS 1: 1. D - STORM DRAIN R/W - RIGHT-OF-WAY
DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER
3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO DI - DUCTILE IRON SQ FT - SQUARE FEET
THE FENCE OF 100 FT. DS — DOWNSPOUT S/W — SIDEWALK
D/W - DRIVEWAY TC - TOP OF CURB
BURY BOTTOM OF FABRIC EL - ELEVATION TP - TEST PIT
MATERIAL IN 8" BY 12" TRENCH 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES ESMT - EASEMENT U.N.O. - UNLESS NOTED OTHERWISE
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS FD — FOUNDATION DRAIN S — SOUTH
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE FDC — FIRE DEPT. CONNECTION W — WEST
THAT 85% OF THE SOIL CAN PASS THROUGH. FF _ FINISH FLOOR E — EAST
FHY FIRE HYDRANT N - NORTH
FL - FLANGE JOINT NW - NORTHWEST
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM H/C — HANDICAP SW — SOUTHWEST
6" DIAMETER WASHED GRAVEL. NE — NORTHEAST
LF - (NEAR FEET ELEVATION SE - SOUTHEAST
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE L/S - LANDSCAPING
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
2'-0" UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. L.L'GL�' M.
>� 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY NEfi EXISTING
5* -0 AFTER EACH RAINFALL AND AT LEAST DAILY DURING DESCRIPTION
12 PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE EX. STORM
IMMEDIATELY. STORM SEWER _ _
8" MIN. SANITARY SEWER EX. SEWER
WATER EX_ WATER
S I LT FENCE AC PAVING
2 CONC. SIDEWALK - �I
NTS 1
CONTOURS 50 50
STORM CATCHBASIN ■
RI GRATE SANITARY SEWER MANHOLE
S
NOTE: THIS DETAIL IS ONLY WATER VALVE
SCHEMATIC. ANY INSERT IS FIRE HYDRANT
ALLOWED THAT HAS A MIN.
0.5 C.F. OF STORAGE, THE MEANS UTILITY POLE
TO DEWATER THE STORED
SEDIMENT, AN OVERFLOW, AND SEWER CLEAN OUT
CAN BE EASILY MAINTAINED.
WATER METER
TELEPHONE RISER
CULVERT 0
LIGHT POLE p0
MAIL BOX
N L ET P R O T E C T I O N GUY ANCHOR E-
GAS METER
NTS
OVERFLOW
POROUS BOTTO
SURVEYED:
CNN
DESIGNIM
LS K
DRAWN:
HCO
1 REVISION PER COR KLH 11-12-08 CHELSK
NO. REVISION BY DATE APPR A
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOi ONE INCH
SCALE ACCORDINGLY
VERTICAL: i "IT
HORIZONTAL, NAD low "I
DATUM
1 SIGN POST
-
411�6 CITY OF
RENTON
Planning/Building/Public Works Dept.
LIAO SHORT PLAT
FOR Ii LIAO
EROSION CONTROL PLAN
PAGE:
9/26/08
1
OF:
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(1 t: -!�; -3 4 F'� 0 1 IA�--NNINNAIA