|
SECTION 18, TOWNSHIP 28 N , RANGE 5 E, W.M .
<br /> / ..._ _............, ! „,, .
<br /> - •••••••••••_. ,...._„...........;
<br /> ,..... ............ ......
<br /> 1
<br /> ...,,
<br /> ..„
<br /> „ .
<br /> ••: . ..
<br /> •. , •. . . •, • .
<br /> . .,• .
<br /> . •
<br /> • , „...._............i, , ,...... ................ ...
<br /> : . •
<br /> (/')
<br /> C ) ..........-- •• -- •-
<br /> .,, ......... ....
<br /> /
<br /> -
<br /> ,.
<br /> , .
<br /> . 1 /
<br /> „ / , ,
<br /> 95TH CT SE
<br /> L LANDSCAPING
<br /> <• •'.\
<br /> .. ,-• .......... •
<br /> ........... „.„.............._.................................._.................. ...._ ..
<br /> . z .,• . . . ., .,,
<br /> : -(-)->- •.• . • • • • • • . ,.
<br /> : .
<br /> . ; . o..‹. • •• - .
<br /> . . - • •••.: • . . •
<br /> : : i • . .:.
<br /> • a:.L4,:.. ' TRANSITION •
<br /> •) I I ,,:-.\„,,, ...›, • ,. . o > --sv
<br /> . \ E •-v ZONE, SEE DET. ...
<br /> ;;• ,
<br /> i
<br /> DEV. FLOW ''. Tc.":2 , , _ cl_ 0 --''-/ .... .. -....•• .... ... .
<br /> . . , ,,„: .
<br /> 1 i AMENDED SOILS
<br /> ARROWS (TYP)
<br /> ' • ' ,
<br /> ,
<br /> -cv ,
<br /> • . - SEE SHT 4 FOR SPEC.
<br /> r 1
<br /> PROPOSED •
<br /> .•••' ,•:
<br /> •• \ 1. \ I.. ,,,.. ,....„. ......„,... ...:.,.,......
<br /> 1,.SWALE, SEE DET. i 1
<br /> - ::!,,4 L...--••••-k..-1 TYPICAL SWALE SECTION
<br /> N.T.S.
<br /> , .
<br /> • ---,.„, ,. ;
<br /> •I .
<br /> .••I ,1.1.1 • ,,,,
<br /> . ....._ ....... ....
<br /> ..........: ,
<br /> Y7 i . . ' E::X V.)ifV.,.' 4 •LU
<br /> z ,
<br /> 5.:P:A,.:,,T i a
<br /> ,
<br /> > ,
<br />• iCg ; A TRANSITION ZONE SHALL
<br /> ONLY BE INSTALLED ON THE
<br /> 1 I \ L EX. LOW
<br /> DOWNSLOPE SIDE OF NEW OR
<br /> 1
<br /> ARR WS (TYP.) ::,-,- MODIFIED DRIVEWAY AREAS.`... • ..,
<br /> v) ,
<br /> , ... .....„. .. ....... ........ ---- ------
<br /> ,.,.. i
<br /> 20' -
<br /> , .
<br /> , .
<br /> . .,.... „, ,•• . , \-::,:••,;•• 1 /
<br /> •. .;
<br /> . ; GRAVEL, ASPHALT
<br /> : .
<br /> . 1 ,
<br /> / / OR CONCRETE
<br /> ----,.._.....,-
<br /> . ,
<br /> • • DRIVEWAY
<br /> ' 10 - 2' -
<br /> II
<br /> . .
<br /> y •
<br /> •• LANDSCAPINg_
<br /> —
<br /> - ,
<br /> DRAIN ROCK OR F
<br /> I SUBGRADE MATERIAL
<br /> co
<br /> ' .
<br /> . AMENDED SOIL
<br /> / : .•,-, REFER TO SHEET 4
<br /> I' FOR-
<br /> ..-,:.P. FOR SPEC
<br /> I I TRANSITION ZONE DETAIL CALL 48 HOURS :ii\\ M N.T.S. BEFORE YOU DIG :,Ii
<br /> Q .
<br /> 1-800-424-5555.,
<br /> N co(V....s.z*cf
<br /> :e ''
<br /> .
<br /> : ' ri OMEGA STORMWATER SITE PLAN
<br /> : _ 4
<br /> (i) ° HORIZON2T°A1 SCALE 4° -0 • __Apr:1 - •4
<br /> ?ark .A.,3 5 ....i.
<br /> ENGINEERING, INC.
<br /> 2829 Rockefeller Avenue DATE FORDHAM SFR
<br /> JOB NO. SCALE SHEET
<br /> 4W 1/ S/0 NAL 04 ,S,i. Everett,WA 98201
<br /> 7 int_ (o)425.387.3820(f)425.259.1958 9/10/12 12-0905
<br /> PFN:
<br />
|