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J o.r <br /> © L a Ym E <br /> u <br /> Lu r« <br /> z <br /> 20 10 0 20 0 OZ Qm <br /> SCALE IN FEET v"t0 <br /> u =�d <br /> UL, ,�ninnu <br /> NOTES <br /> I 1 ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN <br /> ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE <br /> I GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS PREPARED FOR THIS <br /> PROJECT. <br /> 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING �¢ Apo <br /> PLACEMENT OF ALL SURFACING MATERIALS. s� <br /> ` <br /> 3. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING.FINE ,_ ,f <br /> GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES. , i, '.,� <br /> -- - ` <br /> 4. COORDINATE GRADING AROUND BUILDING WITH ARCHITECTURAL DRAWINGS. <br /> NOTIFY ENGINEER OF ANY DISCREPANCIES. , <br /> I 5 SEDIMEENENT SHALL BE HALL BE BE REMOVED FROM ED MTRU KS AND EQUIPMENT O PAVED STREETS OR ROADWAYS. <br /> SEDIMENT <br /> LEAVING THE CONSTRUCTION SITE IN THE EVENT OF FAILURE OF THE TESC <br /> ' I SYSTEM RESULTING IN SEDIMENT TRACKING ONTO PAVEMENT,THE <br /> '\ CONTRACTOR SHALL IMPLEMENT MEASURES IMMEDIATELY TO CORRECT THE <br /> afi.oa - - uB.Bo SITUATION.THE CONTRACTOR SHALL EMPLOY EMERGENCY MEASURES TO <br /> / f REMOVE SEDIMENT FROM PAVED SURFACES AS NEEDED.SEDIMENT TRACKED <br /> 915 <br /> �u•�n3 --- ONTO PAVED SURFACES SHALL NOT BE WASHED INTO STORM DRAINS 0 <br /> 41 �61900 � OTHER UTILITY INLETS. <br /> 4,9.0/ IB, ALL1 " ' ' oii <br /> J �41 B.W� � r <br /> � <br /> 1 -4 <br /> IF environmental <br /> LEGEND <br /> Community Design Center <br /> • <br /> A9(.\ <br /> �i I%IBb-RETENno g0215M Avenue Easi <br /> Seattk,NiaNlinglon 98112 <br /> 2W.329.5494 tax <br /> fSPHALT CONC.PAVEMENT zofi 3z9.e300 <br /> 419.95 111. <br /> Sh" f \ CENT CONC PAVEMENT <br /> 419 89 • 4 6.15�41691 / CEMENT CONC 1 \ Everett <br /> .. - WALK �4,a15 n ASPHALT CONC ® CEM CONC WALK Safe Streets <br /> ���/// ► 9 4I 510 �/ PAVEMENT(TYP) <br /> 418.1fi� 55- 419.a0 V , a�� / �a15'63 CURB do GUTTER Supportive <br /> I[ I CEMENT CONC // - A7 <br /> 419.66 4t994 CURB �41� Housing <br /> a19.10 � � CB TYPE-2 54� 6Tp7 Berkshire Dr <br /> 4,9.55E • '- J <br /> a1955 69 an.,5 7 j li CB TYPE-1 Everett,B ks ire 03 <br /> 419.69 \ r419.11 PROPOSED F.G.ELEVATION <br /> 419.a1 419.80 a1495 // <br /> 419 PROPOSED F.G.CONTOUR <br /> FF ELEV.420.00 9.95 ozo <br /> , .72.45 EC / .vE�AENT Ig1ARKINGS <br /> .%at9.95 2 ARCH TYP) <br /> 419.50 1419.50 /is^a10.0 y /iC�41990�\419.10� / 42U.45 <br /> ,'.i.�/-1 . 4 19R0 \® • <br /> 919.95 <br /> 119. ` 919�6 <br /> 419.50 419.50 i <br /> (I 1 l \ 4m4s Grading Plan <br /> f az9.o9 r420.00 / <br /> f 419.95 • )�419n <br /> A .10 ! 1 4031 2p' <br /> -a19.101 �„ \1-„�gC 419.90 \ Aar <br /> '-I N`419.B0i0 / \ <br /> /19.60 419.X BC/ \yl <br /> :............! \ /) Date <br /> ' 16.50 i - I <br /> a1B.99 ay.g a,9.,o�A / u. .� �41&50 9 December 2016 <br /> / 41950_� <br /> Land Use Permit <br /> 449 I \ P IN Revisions <br /> 418.15 TC CURB Q,qA�' <br /> �' a6a5 BC I 7 TI <br /> _ jrApiR ON <br /> EASEMENTJ. ?Irma <br /> / <br /> p1 '17Q � k1/ // <br /> _ � A13" gR1.44 <br /> - - - - .-10'i lT l p �-7 - .3 . .\ - - - - - - - <br /> '`--- -- -- --�--- ---- - -- --- -U -C- ---i--_ S. .-7 r`- J Drawn by. <br /> PA <br /> I I I CM1ecked by(P.M.): <br /> 3 <br /> I J I PA <br /> < I I I hecke tl by(0.C.)-. <br /> IT <br /> '....).. <br /> Project No. <br /> - - - - - - - F I I 16-029A <br /> C3 <br /> fo'ROW <br />