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LOCATED IN THE S. W. 114 OF 'A
e
21 01
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.
RANGE 5 Ej W. M.
EXISTING GROUND —I �_ "�'"5 ,
--_ 100' MIN. Et -
(MAY BE REDUCED TO 50' MIN $
FOR SITES WITH LESS THAN 11
ACRE OF EXPOSED SOIL. )
iI
15' 'MIN,
EXISTING DRIVEWAY J (PER STEWART TITLE SUBDIVISION GUARANTEE ORDER NUMBER 208164522]
RAMP OR SITE ACCESS
ROAD LOT 8, BLOCK 1, LEAH'S CHURCH PARK, ACCORDING TO THE
1. Use 4" to 8" quarry alls or crushed rock for surfacin as shown. PLAT THEREOF RECORDED IN VOLUME 77 OF PLATS, PAGES 37
Material with `fines is no g tpacceptable. 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
ENTRANCE
I V A CHISELED SQUARE ON S.E. CORNER OF CONCRETE
CONSTRUCTI O � BASE FOR MAILBOXED ON WEST SIDE OF 142ND AVE. SE.
VERTICAL DATUM:
NTS NORTH AMERICAN VERTICAL DATUM OF 1988
CONTOUR INTERVAL:
FILTER FABRIC MATERIAL. 60" WIDE ROLLS. 2.00 U.S. FEET
/—USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE. E1BBt^cE VIA TIONS
F
2" BY 2" 14 GA. WIRE Nom_
FABRIC OR EQUIV. 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A BLC _ BUILDING CORNER MH _ MANHI ALE
SEDIMENT TRAP OR POND. C COMPACT MJ MECO NICAL JOINT
— —
CB CATCH BASIN OVHD OVERT SID
CL — CLASS PL — PROP RTY LINE
2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE CO — CLEAN OUT R — RADIU
LINE IS 1:1. D - STORM DRAIN R/W — RIGHT OF- -WAY
DDCV — DOUBLE DETECTOR CHECK VALVE S — SANITI RY SEWER
3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO DI — DUCTILE IRON SQ FT _ SQUA! t FEET
DS — DOWNSPOUT S/W SIDU ILK
THE FENCE OF 100 FT. DfW — DRIVEWAY TC — TOP 1 'F CURB
BURY BOTTOM OF FABRIC EL — ELEVATION TP — TEST ?IT
MATERIAL IN 8" BY 12" TRENCH 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES ESMT — EASEMENT U.N.O. - UNLE NOTED OTHERWISE
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS FD — FOUNDATION DRAIN S _ SOUTi
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE FDC _ FIRE DEPT. CONNECTION W — WEST
FF FINISH FLOOR E EAST
THAT 85% OF THE SOIL CAN PASS THROUGH. FHY — FIRE HYDRANT N — NORT
FL — FLANGE JOINT NW — NORT ]WEST
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM H/C — HANDICAP SW SOUT (WEST
6" DIAMETER WASHED GRAVEL. IE _ INVERT ELEVATION NE — NORT , �EAST
LF LINEAR FEET SE SOUTi EAST
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE LIS — LANDSCAPING
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
2' -0" UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
5 -0
6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY DESCPIPTION NEAP E.YISTJ 1G
PROVIDE 3/4" — 1.5" 12„ AFTER EACH RAINFALL AND AT LEAST DAILY DURING
WASHED GRAVEL BACKFILL PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE STORM SEWER 9 EX. ST( RM
IN TRENCH AND ON BOTH SIDES IMMEDIATELY. u
OF FILTER FENCE FABRIC ON 8 MIN. SANITARY SEWER EX. SE (ER
THE SURFACE. WATER W EX. WA ER
2" BY 4" WOOD POST
ALT: STEEL FENCE POSTS. S 1 j T F F N1 C E 2 AC PAVING
CHECKED FOR COMPLIANCE T CITY STANDARDS 7 ,' =2D'
Date/469A)
Date
Date
�a.KRUf
�liv v
REVISION PER COR
WALLS
FILTER ®i
FOR DEWATERING
PITE, LIGHT POLE C MAIL BOX Q
INLET PROTECTION GUY ANCHOR
GAS METER
M . yr
1 SIGN POST ==E °
_ DATE:
9/26/08
flElDH00K:
PAGE:
MWW W.
1
SHEET: o
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-i NNNAA
CONC. SIDEWALK
NTS
CONTOURS
50
51
STORM CATCHBASIN
N
01
-CATCH BASIN
GRATE
SANITARY SEWER MANHOLE
I I NOTE: THIS DETAIL IS ONLY
WATER VALVE
I (I= SCHEMATIC. ANY INSERT IS
FIRE HYDRANT
OVERFLOW
ALLOWED THAT HAS A MIN.
0.5 C.F. OF STORAGE, THE MEANS
UTILITY POLE
TO DEWATER THE STORED
II
E SEDIMENT, AN OVERFLOW, AND
SEWER CLEAN OUT
CAN BE EASILY MAINTAINED.
I_
I (
WATER METER
I�
I I=
TELEPHONE RISER
POROUS BOTTOM
I I
CULVERT
C
PITE, LIGHT POLE C MAIL BOX Q
INLET PROTECTION GUY ANCHOR
GAS METER
M . yr
1 SIGN POST ==E °
_ DATE:
9/26/08
flElDH00K:
PAGE:
MWW W.
1
SHEET: o
1 f 4
-i NNNAA