HomeMy WebLinkAboutTED4001801.1"4
1
B " M/N/.Mt w CO-
2"- 4" CRUSHED ROCK
NATIVE 8E4RAVG SOIL
4 " PERFORATED
PIPE
FIL L SPEC/F/G4T/AVS
60 APARTMENT UNI TS
REN TON
y WA SHIN G TON
NOTE REPRESENTATIVE FROM CASCADE
GEOTECHN/CAL SHALL SE PRESENT
DURING CONSTRUCTION OF
REINFORCED EARTH WALLS.
--COAIA4CTED FILL
PER SPECIFICATIONS
BELOW
iB "
GEOTEXT/LE F4bRIC
PER %0ECIFICATIONS
BELOW
GEOIEXT/L E FABRIC SRECIFICATIOVS
Steve 51re
Percent Possma
Grob Tens,Ie
140 /bs
4 rnch
/00
Mallen Burst
350 psi
04
75 - 25
Pun/ure
10 /bs
AC200
596 mo-mum bosed C"
Tropedo,do/ Teo,
45 /bs
the percent poss/ng the
J% 4 serve
REINFORCED
EARTH WALL
ROCKERY DETAILS_
NO _SCALE
I
o' of 5/8" (-}— 2 or Hatter
[,,;shed
Rock
I
I OR FLATTER
+
,c
V
o
�r
4y-6• QUARRY SPALLS
aI
MAX. FACE j .--.____
APPROVED FILTER FABRIC
VOID 6" /
MAY BE REXI REO UNCER
�1 CERTAIN SOIL CONDITIONS
CHINK. VOIDS, 6" OR GREATER
VVY
_-
12, MINIMUM
_ 6"
PERFORATED DRAIN PIPE, RUN TO
STORM SEWER OR AS DIRECTED BY
THE ENG:NEER
�-- 'Ju2:STURDED SOIL OR COHPACTEO FILL
THE LONG DIMENS:ON 0 THE ROCKS SHAd L 07' NO INTO THE EARTH TO PROVIDE MAX."JH
STABILITY.
THE ROCK SHALL BE PLACED SO AS -0 L'CC :NTO TWO ROCKS IN THE TIER,
I MAN ROCKS 150 LBS. M:M 300 LB, MAX. SIZE 10" IN ITS LEAST DIMENSION
2 11AN ROCKS )CO LBS. BC') LBS SIZE 13• TO 18"
3 MAN ROCKS BCC LBS. 15J7 LBS SIZE 18" TO 24"
4 ►i�N ROCKS 15" LBS 2:00 LBS SIZE 284 TO 32"
5 MAN ROCKS 2100 LSS 3000 LBS SIZE 30" TO 38"
*ANY ROCKERY GREATER TIUIN B FEET IN HEIGHT MUST BE DESIGNED AND INSPECTED BY A
LICENSED ENGINEER WITH GEOTECHN:CAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE
CITY THE ROCKERY WAS INS7AkLEO IN ACr.'ROANCE WITH PLANS AND SPECIFICATIONS.
ROCKERIES 7 FEET AAD LONER S''ALL BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM
BOTTOM TO TOP.
ROCKERIES 7 FEET AND H:GHER SHALL BE CONSTRUCTED OF 5 MAN TO 2 MAN ROCKS FROM
BOTTOM TO TOP.
STANDARD ROC A(ERY
O WNER/DE VEL OPER
SUNSET GARDENS L TD. PARTNERSHIP
78868 S. E. 42ND S T.
ISSAQUA H, WA 98027
(206) 643- 4669
CON TA C T.- S TE VE DERUS
Cl VIL ENGINEER/SUR VE YOR
DODDS ENGINEERS, INC
4205 - 748 TH A i F N. E, SUITE 200
BEL L E VUE, WA 98007
(206) 885- 7877
CON TA C T• J1M OL SEN, E. 1. T.
ARCH/ TEC T
RIEBE & A SSOC/A TES
11808 NORTHUP WAY, SUITE W - 360
BEL L E VUE, WA 98005
(206) 889- 9653
CONTACT DENNIS RIEBE
GEO TECHNICAL ENGINEER
CA SCADE GEO TECHNICAL
12919 N. E. 726 TH PL.
KIRKL A ND, WA 98034
(206) 827 - 5080
CONTACT- PETER JEWETT
SHEET INDEX
C1 T1 TL E SHEE T
C2 EROSION/SEOIMEN TA TION CON TROT. PLAN W. 1/2
C3 EROSION/SED/MEN TA TION CONTROL PLAN E. 1/2
C4 GRADING PLAN W, 112
C5 GRADING PLAN F 1/2
C6 STORM DRAINAGE PLAN W. 1/2
C7 STORM DRAINAGE PLAN F 112
C8 STORM DRAINAGE DETAILS
C9 STORM DRAINAGE PROFILES
C70 SANITARY SEWER PLAN W, 112
C11 SANITARY SEWER PLAN E. 1/2/PROFILES
C12 WATER PL AN
C13 WATER DETAILS
C14 WATER PROFILES
C15 STREET LIGHTING/CHANNEL IZA TION PLAN
C16 STREET LIGHTING DETAILS
C17 STREET LIGHTING DETAILS
LEGAL DESCR/PT/ON
Lots 9 and 10, Harries Garden Home Tracts
as recorded in Volume 34 of Plats, Page 38,
records of King County, Washington.
VICINITY MAP
NO SCALE
SCANNED MAR 2 8 2003
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F-VOJECT NUMBER
' 89140