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A Portion Of The W 1/2 And The E 1/2 Of Sec. 22 and The E 1/2 Of Sec. 27, Twp. 23 N., Rge. 5 E., W.M.
A
NOTE:
FILL PLACEMENT IN THE RAVINE IN THE AREA OF LOT #15
SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEO— C'9•� d
TECHNICAL ENGINEERING REPORT DATED 22 SEPTEMBER 1987 1 EX. 10' S.D. ESMT.
AND THE RITTENHOUSE— ZEMAN & ASSOC. INC. LETTER OF 29 5r
DECEMBER 1987. FILL PLACEMENT IN THIS RAVINE SHALL 1
BE PERFORMED UNDER THE INSPECTION OF A GEOTECHNICAL = -= EX. C.B. TYPE-1
CONSULTANT, WRITTEN DOCUMENTATION OF THIS INSPECTION 1 =_ = wl SOLID LOCKING LI
SHALL BE PROVIDED TO THE DEVELOPMENT INSPECTION UNIT '', T.G. = 3 43.5 0
OF KING COUNTY BUILDING AND LAND DEVELOPMENT. I.E. = 340.00
,1
EX. 35 L.F., 15"0 N-12 0
��— S = 8.57%
EX. 10' S.D. ESMT. 1 2
f f
N,G,P.E. LIMITS
TOP OF BANK
ENCE LOCATION ( P.)
e r✓
C.B. #13
A
16' DRAINAGE
EASEMENT
15' WIDE
+� IMPERVIDIJS 3
DITCH {TYPICAL}
SEE DE`f'AIL, S T. 8 C.B. #14
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Y.D. #1 f
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15' SAN, SEWER
EASEMENT
G.P.E. LIMITS
— 16'
DRAINAGE
F MT.
z
N.G.P.E. FENCE
LOCATION (TYP.)
0
SCALE: 'r 0 30'
CONTOUR INTERVAL = 2'
DATMA K.C,A.S.
NOTES;
SEE SHEETS 3 THRU 6 OF TIE
CONSTRUCTION PLANS FOR STORM
DRAINAGE DESIGN AND DETAILS
a
SPECIES (QUANTITY SIZE
A5 FIR
(PSEUPSEUDOTSUGA I S 4'-6' TREES
NIENZIESII)
RED ALDER 17 2'—.3' TREES
(ALNUS RUBRA)
R.R. SPIKE ON SO. SIDE 18" Flk ;3N INC.
T.S•IUI, SIDE ON S.E. 159th ST., LOCATEL 185th
[ E. END OF RD. AND 48't NO. MARKED
405.e6.
+ NC. 1/4 SEC. 27 FNU. 4" SQUARE.: CONC.
NEON. Wt3/8" BRASS PIN 0.5' DCrNN IN
GROUND IN DRIVEWAY, 446.03.
RA-
KING COUNTY
APPROVAL }ATE .
i
SIGNATURt
i
CONSULTANT REVIEW
"To the best of my knowledge, this plan
complies with KING COUNTY Codas and
Ordinances."
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.:OB NO.
138-26-91
DWG. NAME
MR-6
DESIGNED 8Y:
S.S.
DRAWN BY:
L.P.
CHECKED
BY: 13.A.C.
DATE:
1 1 4-92
DATE OF
PRINT
5 OF 8 SHEETS
R-437706