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1 A PORTION OF SECTIONS 8&9 T 29 N R 5 E, WM <br /> , DEVELOPMENT DATA: <br /> I © GRADING&DRAINAGE CONSTRUCTION NOTES OWNER/APPLICANT: <br /> SALMON SEEKER LLC <br /> P.O.BOX 5469 <br /> 1 CONSTRUCT ROCKERY AT ELEVATIONS NOTED WITH PEDESTRIAN RAIL 0.5' EVERETT,WASHINGTON 95201 <br /> BEHIND CURB PER C.O.E. STD DWG 324A. CONTACT-RICH 42CLEAN <br /> NORTH PH:425.493.5525 <br /> E-MAIL:richencciron.can <br /> I <br /> O2 INSTALL STORMFILTER MANHOLE,CONTECH SFMH60 PRECAST MANHOLE r^ ` <br /> STORMFILTER OR EQUAL,PER DETAIL ON SHEET C5. ENGINEER/SURVEYOR: V J r <br /> 0 10 20 40 DAVID EVANS A:A5500ATES,INC Y 1 <br /> SCALE 1"=20' O INSTALL CATCH BASIN TYPE A PER C.O.E.STD DWG'S 402, 405&406A. 1620 W MARINE HEW DRIVE SUITE 200 <br /> EVERETT,WASHINGTON 96201 <br /> O4 CONCRETE PAVEMENT PER TYPICAL PAVEMENT SECTION ON SHEET C5. CONTACT:JACK MOVER J <br /> PH:425.405.1504 R <br /> E-MAIL:PmOdeantcco <br /> I <br /> O MATCH GRADE AT EDGE OF EXISTING CONCRETE PAVEMENT. W F <br /> 6 INSTALL CONCRETE CURB&GUTTER TYPE A-1 PER C.O.E.STD DWG 305A. Q z LL 0 <br /> W <br /> O7 INSTALL CONCRETE CURB TYPE E-2 PER C.O.E.STD DWG 305C. Z O a Z <br /> r Z Ce LIJ <br /> ❑ o <br /> 1 - a ZZ <br /> Z J w J <br /> as <br /> \ j Zw � �� <br /> ES nc CRANEv;nv ❑ J <br /> • v w w w w -wM: rr yu� 4 -:v rr V, <br /> 2C+ a -. 12' D OUTFACE w -- " O j=., '' w - - / r^ <br /> W/OWLET PROTECTIONV, y:6 (I) <br /> —20' \�Vf 5 <br /> 1 _ <br /> 2 <br /> _ ~'r � z3o' ----- --- -- <br /> �O <br /> T� �16 2OLF 12"SD �N0.4Mi T CONCRETE PAVEMENT <br /> '„ 4,-- iR. , <br /> Pt . -..k <br /> 0.52%p I so 96LF o �� �� �� <br /> S' <br /> g6�F ,2SD I I�Sp \ y CRANE PAD �� <br /> �, ©STORMFILTER MA HOLE SaoS y, e •SO o ocf:cw ' �z <br /> RIM=16.20 6 d' =:o <br /> IE=72.15-12"SE,SW I -�0�;`'' T / J 9 \\ O 0 <br /> CB 1 TYPE A-- IE-6.65-12"N v 'A `� '' <br /> 4 GRA E=15 T5 1� 3 50, -- �: C_ <br /> CONCRETE PAVEMENT <br /> 'I�f 230' 90AO <br /> GRATE-15.15 O \ /. _ -- <br /> • 40 • 140 <br /> 1 IIII IE=12.65-12"NEI <br /> ''3 a a IE=12.6512/ ';,,1 .___._--.---------.-.._- ..--- - Z o <br /> •G �Fri 16 C" 16 0__.. , r I f _\� \\ • • __.• _ . Q m <br /> 4'PVC ROOF DRAIN LINE `< F �'I �F x66 - p g <br /> 1I <br /> �� Fwd• "� _ v _ - W • <br /> I zo.5o' 150' lE f \` PROPOSED ��� 0 t�' <br /> - -_ `- -- --- <br /> OHM LINE 00 >g hi <br /> I\ - - 0 6\ O W c <br /> RF <br /> �1 I •I \ %• • �^ R POSED PIL1N \` MHHW LINE EL 11 11 Q co 3 m o <br /> I <br /> �16�� _- �� ! i� ,CTYP) � 11,1 <br /> Q 3-a <br /> PROPOSED SHOP I 7 �-J_ Ai - - <br /> 9,750 SQ FT c4 n �� \\ <br /> { BLDG HEIGHT=34.1' II .)>-- 1 --_----- _.....-_. \` /' // <br /> • \C <br /> i <br /> i O - \� _ \� <br /> _ -' - __ CB#3�yT�YPE A r1, j _ `�� \ 10 --1\//s_,'is, <br /> ```� ,x-- \ - �_ 1. __ \\��`��1 REVISIONS: APPD. <br /> I <br /> ,‘- -."... <br /> I `I ti0 ti0 -- -_ GRATE!-60 _ __ -_-__I <br /> �;-�. <br /> I G�,V 'Os - - A IE=13.50-12"N , 1- �� —r = - — N - -- __—• --- � ,--„,....lr <br /> 9 . 75- } sue, \__ ,\ <br /> I1i2.iJ PROPOSED OF Tc `e ;,: � <br /> o I O OFFICE ABOVE / \ _ - - <br /> w 1, .00 a 00 D3.OONSQEFTTW N' p� © A�`o - --1 --• 'r - i� ��_ <br /> I o nIN' <br /> ---- -- --_ � _ _ - - _ - - __ - ATE AUGUST 2014 <br /> 12o' 1. <br /> 1 <br /> o - - - - DESIGN: JNM <br /> c --z _- _._ -�3__14 __—_ — __— - _- __ ---- � -..______ / - _ -.. __ DRAWN: CLK <br /> 00 �-_ �-_._.__ -- t5- 16 �..._- --- - - BUFFER-LINE -- _ --___- ---' .__.. __ -.__. .. CHECKED: JNS <br /> o ___. _ _. _ _ _ _ __ <br /> • <br /> _ __ - _ 1g- - REVISION <br /> 1 X - _ -._--- . .. �� - ---- \ . NUMBER: <br /> 3 <br /> Aa I - -- - _.._-___._ _� �` // SCALE:1"=20' <br /> I <br /> : - -. _..--------._ 16 A _'o\\ -" -/--- _/ <br /> NIT II , '11' _ - _---/i <br /> rx I ` __ MIWX00000003 <br /> '�` , PROJECT NUMBER: <br /> I ,, t� 1 \� <br /> mm • ���I DRAWING FILE: <br /> �� . . '. ' ',Is, _- <br /> Eo-1 M-004-M I W X0003.dwg <br /> ¢a <br /> I <br /> 0 SHEET NO. <br /> C4 <br /> OF <br /> i am <br />