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EXISTING CITY OF i it i i i 1 1 i ,/f,
<br /> .EVERETT WATER i I i i i i ,'ii' 4
<br /> I --------- ---- TRANSMISSION LINE/ 11\ 1 i i i/it/ / \\ 4Q`�`.`\```\
<br /> PROPOSED BOTTOMLESS -- \ `\ \ \\ \ I ! , ) ,,j//,''L \\\ \\.
<br /> , ; , LIMITS OF GRADING \\ \
<br /> ARCH CULVERT,- -:------ \ \\ \\ \\ 1 `' iILO/MN,L --\ '\ -\ \\\\\\
<br /> ` \ ' ���I+1'1 !r ;1r \ \_________ '--- `\ \\\\`\
<br /> 80 LINEAR FEET,`-s; \\ �\ .�I � 1 ;ill;1
<br /> _-- ``\ \\ \`` \�,�,\''11 l l 11 1 \\ ------
<br /> I \\ \' ``\
<br /> 22 FOOT SPAN, 44 ffti,i 111; \- - \ \, `\
<br /> 11 FOOT,5 INCH RISE---. LE y % 1.'i 44.;i 1 i\ _ -\ \ \ \
<br /> pa\ `` • '�l-�97r,'',es, 1• \ \\\ \ \\
<br /> PROPOSED WINGWALL / @II`r(���/ /��•�r1 �♦ 43� \\ \• ,\
<br /> + f,r ��� �� REMOVE AND
<br /> PROPOSED RIFFLE TOPS * I 451�__ ��011Jj1 / REPLACE
<br /> I 1 I"'1��.r{II�.. 1 RIPRAP BANK
<br /> '�" `i14 ARMORING
<br /> EXISTING MANHOLE r � (�1 I{��+(����,���,,
<br /> WITH BLOW-OFF �� rC a•. l�'ft' .1.r11,..�4►*4�-��
<br /> i■lei, ' ' 4°4'
<br /> PROPOSED OHW �� s P��✓����D' i® t�C�I�oi.� al �4� \
<br /> / . Elie ', ISMIN I 1 l rl��a rk 'tAt *-_ v
<br /> 3'\., ° �—�,;51. 453 ��,•\\\0)*Ii Aki��i ' I 1
<br /> �OO,o ;4'T, ' �';',&AA, t r`lQA``,', 1,i,\`, i ` q\ `
<br /> • ,� $ c, , `, 1 i i' Ib ' t om.
<br /> ./ ,,,,`„\01:'''\1i i 1111\\
<br /> STORMLINE ,' •'►�`� \\ 11111\ Os\tea =''¢`` -_ ,
<br /> DRAINAGE il,tG- :"- 4S �`���`1 `` : \ � -1,,_,, - ,Q2 '
<br /> CHANNEL WITH % EXISTING __ ` `, , , ` \C�,p N ----
<br /> SPLASH PAD STORMLINE " - "`�\` "`
<br /> ARMORING OUTFACE' I' i , ,, I ;, -424
<br /> DESIGN STREAM BOULDERS TO CREATE
<br /> GRADATION RIFFLE TOPS AND
<br /> THICKNESS=2 FEET - PROVIDE PIPE PROTECTION
<br /> EXISTING WOODS NEW CREEK THALWEG
<br /> CREEK GRADE NEW CULVERT
<br /> E460 EXISTING ROAD 1-.. 24.00 60
<br /> PRISM GRADE
<br /> m 450 �V STEP SPACING�.73 450 _
<br /> 2N' _ ''N't MATCH —
<br /> w
<br /> m` D 440 1------~_22 FEET
<br /> �" EXISTING--I -`440
<br /> 1
<br /> o — t_J - - z
<br /> , z �,r ,-, _ SLOP = —
<br /> r ar
<br /> T 430 "" \ \ + 30
<br /> \
<br /> 0 420 ZONE- 20 w
<br /> DO NOT DISTURB WITHIN 1 FT NEW CULVERT FOOTING
<br /> 66 410 l l t I I I I I I t i 1 I I 1 1 I 1 I I 1 1 1 t l 1 1 1 1 1 1 I 1 410
<br /> g 0+ 0 0+60 I_ 1+ 0 1+ 0 1+ 0
<br /> co a MATCH APPROXIMATE LOCATION =
<br /> OF CITY OF EVERETT 0
<br /> o EXISTING Si-INCH DIA WATER LINE =Iwi
<br /> 2 EL 430.6 FEET n.co
<br /> NATIVE MATERIAL I-•
<br /> a N
<br /> �
<br /> a
<br /> Legend
<br /> v
<br /> oLLl — c4W Ordinary High Water Mark Proposed Plan and Profile
<br /> 0
<br /> O
<br /> o Applicant:City of Everett Location: Proposed Project:
<br /> 29300-29312 Lake Chaplain Road Lake Chaplain Road,Woods Lake
<br /> 9, Reference Number: Monroe,Washington 98272 Creek Culvert Replacement
<br /> a Replace Existing Culvert
<br /> o Adjacent Property Owners: Lat/Long: 47N-54-32.27,121W-49-26.41 In: Woods Lake Creek
<br /> i 1. State Forest Board
<br /> 2. City of Everett Datum: WA State Plane North Near/At: City of Sultan
<br /> 3. Pasado's Safe Haven Inc. Horizontal=NAD83 County: Snohomish
<br /> 0 4, Wood Dorothea S/Wttrich Jon R Vertical=NAVO 88
<br /> 0
<br /> o Sheet: 4of7 Date: 12/12/2016 State: WA
<br />
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