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STREAM SECTIONS AND PROFILE <br /> SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. <br /> eao eoo <br /> o zo ao 60 o J W <br /> z z _ <br /> LL W <br /> 0 2.5 5 10 c�i c�i g ' 0 <br /> 0 U <br /> v�EI IRS <br /> 1 IIL U <br /> 0 z <br /> • Sao — Sao ? c~_n <br /> U U N N J <br /> 6 ff1 O O <br /> WMAX, PET_ EW SIREN a z VZ J <br /> D OO.80R a ��aaa <br /> Know what's bBIOW. 24 LF 30"S <br /> Call before you dig. 585i M <br /> — 585 o H W <br /> Cl) W <br /> m mmmmm a cc <br /> 3 3 3 3 u L Y <br /> Sao � 5e0 <br /> STREAM <br /> H <br /> N Y N O S <br /> 575 575 � n��o� <br /> N N O M N <br /> Z <br /> Stream Bed Cobbles Specifications <br /> r. <br /> r.sr,re.erw .• e• r ,m a 570 5" <br /> �... rme`. c.mr coed. mead. �roiez <br /> ¢• o <br /> LO <br /> ,o• ,sa Fa0-so 0 � <br /> e• ,as �o-m Ti- W <br /> r ,ao mm <br /> 00 J <br /> ram <br /> r roso sxo. 565 555 5 0 do � <br /> O fn � -q <br /> h -9i --- 0 W Q N � <br /> Stream Bed Sediment Specifications u 5IM 5IM Z m <br /> slave Sire Percent Posing - A' 6=STREAM Q ui O <br /> TOSS CTION C-C 0 i••� <br /> 2112'squme 100 (SEE DE NL BEL W) ` Q Z N <br /> r square 65-100 555 5% < H 0 = Q <br /> 1'square 50-85 <br /> U.S.No.4 26-44 _ I CIO a <br /> U.S.No.40 <br /> 5.21' NEW REAM I Z <br /> 16 maz. <br /> u.s.No.zoo s.a-g.o 550 N <br /> U <br /> 39 LF 30"SD O 18.24R W <br /> EXIST GRAD AT FINI H G AT <br /> STREAM CENT=LINE STREAMCENTERLINE EX POND TO REM IN <br /> 5459 <br /> rom ' n N NT N ,.pj 00 -O Mi7 rnI MIA 9 T O rnM in ro in I� OY m n N Y 2 r V a n n pNj n N LL <br /> �! N t` <br /> �n �n �n �n �n u>u, u>n �n �n �� � �n �n <br /> 16 <br /> ft00 2+00 3+00 4+00 8+00 8+00 7+00 BFOD 111M ow =M <br /> STREAM PROFILE VIEW <br /> Po q 42766 - <br /> 1"=ao' H. i,._., • �F�S'NA L TE �F. <br /> 22423 <br /> x <br /> EX.GRADE - _ '3 m <br /> EX.GRADE -- <br /> - EX.GRADE O STREAM $ e <br /> - CENTERLINE.EL=562.Ot <br /> EX.GRADE O STREAM _ 5. n <br /> CENTERLINE. EL=592.5t� - --' --= :: - - - -_- EX.GRADE <br /> U 6 O <br /> PROPOSED 5'BERM PROPOSED,5,--BERM 2•�,y <br /> EX.GRADE O STREAM _ -'•f- - tj <br /> 9 �p <br /> i \ - oV I I� CENTERLINE.EL.=0.:M1 ,;' �. 1�— 8 <br /> e <br /> 6.5' 22 (1 22 6.5. <br /> BOTTOM EL 58442 , _ BOTTOM EL 580 10 i BOTTOM EL 563 69 <br /> 1 �= u 1` / 12"DEEP STREAM BED LINING SHALL "C <br /> 12"DEEP STREAM BED LINING SHALL BE := \` -:` I 12"DEEP STREAM BED LINING SHALL BE \•1 - t:- 7 m <br /> MINIMUM 12'DEEP AND CONSIST OF \ • �"A- -}".+.•-- •—I( MINIMUM 12"DEEP AND CONSIST OF \ ,,,,,T —I BE MINIMUM 12 DEEP AND CONSIST OF C W N <br /> STREAM BED SEDIMENTS AND STREAM `— / STREAM BED SEDIMENTS AND STREAM BED STREAM BED SEDIMENTS AND STREAM N M <br /> '` �����/ � /' • BED COBBLES AT A 1 2.2 RATIO BY �O <br /> BED COBBLES AT A 1 :2.2 RATIO BY COBBLES AT A 1 :2.2 RATIO BY VOLUME. N C Q 00 N <br /> VOLUME.SEE TABLES THIS SHEET FOR SEE TABLES THIS SHEET FOR STREAM BED VOLUME.SEE TABLES THIS SHEET FOR rr..lI <br /> STREAM BED SEDIMENTS AND COBBLES. M +5 C<N <br /> STREAM BED SEDIMENTS AND COBBLES. SEDIMENTS AND COBBLES. M C Q tp <br /> in r o <br /> i C Ln r Lr3 <br /> N O N C: <br /> itn U or°Y <br /> STATION 1+79 - NEW STREAM SECTION A-A cfi STATION 4+87 - NEW STREAM SECTION B-B cb STATION 8+15 - NEW STREAM SECTION C-C <br /> cc <br /> L City of Everett Permit Review o N <br /> EVERETT Status:Revisions Approved <br /> I (V Io <br /> 05/18/2023 3:05:46 PM N `° ^ S <br /> U <br />