|
1
<br /> A PORTION OF SECTIONS 8&9,T 29 N, R 5 E, WM
<br /> ri
<br /> 1 \ .. _32 RR
<br /> 0 _ o
<br /> NORTH
<br /> .,- --------- \ , c''''
<br /> X /-ova oriii
<br /> �
<br /> _ - I
<br /> E 5 a \. Q� ��--, � -- — 51,_ 0 25 50 too
<br /> �'� f r a c9 `� -'- ---- --__ -. { __.__ '1.�eo - ,;Ta SCALE 1"=50'
<br /> 12
<br /> ' — ROS$ AVENUE~
<br /> - N49'09 52'W 223 43 U NOW_ 19...CAPE - _,�_....._. - yr • _: - --
<br /> ��.. — � t _ 3 f R g w ez=_oJ _ _ DEVELOPMENT DATA: Z �/ —I Q
<br /> x e - - - s� o 1 � -- - k __ --- - = _ _orf .__ '_ pi..... OWNER/APPLICANT: 0 0
<br /> ,i ��\ ' "i _ `._ = __ SALMON SEEKER.LLC i
<br /> F1 r., 1— ra.o.Rox s+s9
<br /> 72_ �// © % !1 � ).CNG aARK'" /'/ � r1R_ �)� ,. EVEAETh WASNWGTON 99201O w- TK I� TYPTYP '� d� Cv� I � / / IrE 7 aatuor:rtlDx Mc01EAN ZNN
<br /> cF 4 ,��'---�r /� FR 425493.5525 wFi Ih. \ V _ 1R '': 4 .ASd.1. y/ _ E-MM: ich9mcdmncanJ• - w
<br /> �I.. TYP _ - \ CD _ -._OD; ..7s,sr /r \ o --.__ ! ENGINEER SURVEYOR: O LL Z
<br /> .1e
<br /> / R Q -0
<br /> \ /� 33 !; EDAVID EVANS&ASSOOATES,INC Z w Q
<br /> �•.�� �? \ / - 7 \\ //\ '�.� f 1620 W MARINE NEW DRIVE SUITE 200 J
<br /> CE ;
<br /> CD
<br /> a ' i' \ / LI�ERETT.WASHINGiON 98201 pry J,= PROPOSED SHOP 9,750 SQ FT \ •,,} = CONTACT:JACK MOLVER ED
<br /> _
<br /> BLDG HEIGHT=34.1' fA'4/ G. / ( `
<br /> FFE=16.2' '_
<br /> N..., Plk 425.405.1504 V
<br /> k j f% 0, F. -,,,,- \ -
<br /> 8.: Fn nNt, ._ E-MAIL•pm0deamccan U
<br /> — x. - nocanaeL�a�ioInoa,r / __ - z
<br /> f w cn TIP 2 " 0 DEMOLITION NOTES (,) _
<br /> P T>� ( I
<br /> PROPOSED OFFICE ABOVE IP TYP\ \
<br /> DRIVE IN BELOW \,/� \ 1 _- --- _ O Ci
<br /> 3.000 SO FT \ F_ _ REMOVE,HAUL&DISPOSE OF EXISTING LUMINARIES&
<br /> X— X—X Xc--e— - 7 - - OF EXISTING FENCING. 2
<br /> �/J
<br /> _ — x- y_ - --— --_ ___ __ 300 _ - __ - O REMOVE,HAUL&DISPOSE
<br /> ,
<br /> r-'-= - - - APERTURES.�U F,. _ __. __ � i� a io _ __ LSF ---__
<br /> —y
<br /> •�w! I- IINE_; _ _ ___ P _�OFF=r,. �ir;E i O REMOVE,HAUL&DISPOSE OF EXISTING ECOLOGY BLOCK
<br /> nP , .. a� = WALL.� = axcra
<br /> i . _ - -- _ -_ -�. _ O REMOVE EXISTING PARKING PAINT LINES,
<br /> IF I 1, I , �P I. I.T.E / ��! �X 0.
<br /> III. ree.
<br /> • 1, .'s-i .� _ .A � ._ -0 f.. /� �\ �� -�-:� ti:��' .io V / -- 0 a �)1 ' ,= 2/ t
<br /> ,,:+ � ��; _ f J 1 ��o /V •_- 7 ) j? STANDARD PRACTICE CODING SYSTEM: CS" - l
<br /> _—_ ,-._- -\i f'�___ ,t-=='-,..;;- I -" - - - •• CONTRACTOR TO INSTALL AND MAINTAIN ALL EROSION
<br /> -._ v.,- /r =E_. 1' Ll.. 13. A, -�- _;�--- r.-_ ------ --� � / _ .�cl ____ �- I ...
<br /> - _ - L>":'--- _= -- _-_ - _ _ _ �, �� ,'''� CONTROL MAPS AS SHOWN ON THIS PLAN IN ACCORDANCE -
<br /> -" .-, "s- -- "� -- -:� z- - —�-1c-- :�r 7. __ WITH DEPARTMENT OF ECOLOGY Sis PLAN
<br /> IN POLLUTION
<br /> /,. :i __ - � A' _ - V �� � PREVENTION REQUIREMENTS SUMMARIZED ON SHEET C4. IF
<br /> ', v�: �-`"` � BMP INSTALLATION AND MAINTENANCE IS INADEQUATE TO
<br /> ----' -- '�%� �:.= -""- •`-.—� - � - - �* r -- � - MEET THESE REQUIREMENTS CONTRACTOR TO PROVIDE
<br /> "- - 1 �� /--- V 'E -- __- -j --"-' ADDITIONAL BMPS AT NO ADDITIONAL COST TO OWNER. 110
<br /> - _ — -
<br /> i --,-.� ` = ODE BMPs
<br /> 1u— —. I -- - -- -= ROCK PAD z N
<br /> ENTRANCE• .-.-„-- - _ �_ O CONSTRUCTION m
<br /> CE R
<br /> I \ - ` .�r.u.cr�.v `\J�r- (C.O.E. STD DWG 201) Z co w Cr,
<br /> _ — aI- ;'a
<br /> -iw 23`.a6 - .. -., - ---- - - - ^ �� _. - _ J _ COMPOST SOCK DOT STD PLAN I-30.40- ) W 4( 0 rnN
<br /> 1 Noa.y DUST CONTROL(D.O.E.BMP C7 ) V >L CV
<br /> ,. Y A A O p m
<br /> CS K(WSDOT 00
<br /> -
<br /> / DC D. 40
<br /> F _ ..
<br /> / I - - _ ����/ e9q• ' IP CATCH BASIN/INLET SEDIMENT PROTECTION 0 CO �, o
<br /> �'�__ 'r/ \. -1.-''''',-
<br /> 1 \�/ ._ ._ \-�-,_\ - - (WSDOT STD PLAN 1-40.20-00) 3 w a
<br /> ��, / \`J•r-'-_____ i \ ' - - _ t SF TEMPORARY SILT FENCE(C.O.E.STD DWG 214) O Q Q21
<br /> - \
<br /> A REVISIONS: APPD.
<br /> o 5„MAX
<br /> DRAINAGE GRATE TRIM NOTES
<br /> J
<br /> a 1. Ste the Below Inlet Grate Device(BIGD)for the storm water structure it
<br /> GRATE FRAME
<br /> v\\\\\\\\\\\\\"V wll service.
<br /> ./r kimp ii.. 2. The BIGD shall have a built-in high-flow relief system(overflow bypass).
<br /> NOTES
<br /> u 3. The retrieval system must allow removal of the BIGD without spilling the
<br /> ww SEDIMENT AND DEBRIS � collected material. 1. Compost Sock shall be in accordance with
<br /> OVERFLOW BYPASS Standard Specification 9-14.5(6).Compost
<br /> w IA 4. Perform maintenance in accordance with Standard Specification 8.01.3(15). Sock shall be a minimum of 8"in diameter
<br /> I
<br /> or sized to suit conditionsct.as specified by
<br /> a the Engineer or Contract.
<br /> $ �;'r%: BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM 2.2•3'-0'WOODEN STAKE rn e 2. Compost material to be dispersed on site, DESIGN:DATE: AUGUST 2014
<br /> 6 6`6 DRAINAGE GRATE (TYP) as determined by the Engineer. DRAWN: CLK
<br /> 1 -RECTANGULAR GRATE SHOWN COMPOST SOCK placing P W CHECKED: JNS
<br /> FILTERED J �( -SEE NOTE 1 3. When lacin Compost Sock on slopes,use
<br /> WATER - EROSION CONTROL Erosion Control Blanket ifwitspecified by the REVISION
<br /> K Engineer and in .5121.accordance with Standard
<br /> BLANKET Specification&74.5(2).See Standard NUMBER:
<br /> Q(ir s� -SEE NOTES
<br /> Plan I-60.10.
<br /> �m / 'C �\\�,. 4. Always Install Compost Sock perpendicular
<br /> _ i 4 to slope and along contour lines.
<br /> if o .., 5. Remove sediment from the up slope side of PROJECT NUMBER:
<br /> the Compost Sock when accumulation has M I W�(�0�0���3
<br /> OVERFLOW BYPASS reached 1/2 of the effective height of the
<br /> 1:.,; •A ; • BELOW INLET GRATE DEVICE (TYP) Compost Sock.
<br /> 1\ DRAWING FILE:
<br /> a s p b > D w 6. Live en stalk s and shall be inkes can be used in addition to wood-accordance wit
<br /> Eo-i M-003-M I W X 0003.dwg
<br /> • Standard Specification 9-14.6(1).See plans
<br /> e e e for species selection and spacing.
<br /> I PA
<br /> SECTION VIEW ISOMETRIC VIEW SHEET NO.
<br /> �" DETAIL-COMPOST SOCK C3
<br /> �� DETAIL-STORM DRAIN INLET PROTECTION
<br /> REF:WSDOT STD PLAN I-40.20-00 REF: WSDOT STD PLAN 1-30.40-00
<br /> o° NOT TO SCALE NOT TO SCALE OF 7
<br /> a A
<br />
|