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A PORTION OF THE NW 1/4 OF TFE SW 1/4 AND A PORTION OF TFE SW 1/4 OF THE NW 1/4 OF SECTION 12,TOWNSHP 28 NORTH,RANGE 4 EAST,WM—SNOHOMSH COUNTY,WASHINGTON <br /> �I0 20 40 00 <br /> i / / <br /> LECEND <br /> / . —--—PROPERTY LME <br /> I $',4 <br /> .. PROPOSED BUILDING�^3/ ROPOSED CURE E-PROPOSED CURB D CURBIt <br /> —.— cHAINUNK FENCE sO <br /> / - CAST <br /> usi IN vLACE WALL <br /> / PROPOSED ROCKERY <br /> / [,_ I HEAVY-DUTY ASPHALT PAVEMENT p <br /> pi=15 7] / =-2 LIGHT-DUTY ASPHALT PAVEMENT 'Z' <br /> = <br /> ,L6,1„--2.'06.5...7,2•2•1. <br /> p 206.72 I GRAVEL POND ACCESS ROAD <br /> / '::,3 CONCRETE PAVEMENT ' n <br /> / \ a <br /> G7.7,',',...17-23-7M.vim CONCRETE SIDEWAtx 2, 2n 6 ^qa <br /> 1 / Z 1T.— LANDSCAPE AREA § <br /> // / 0 [T I HYDROSEED o <br /> Q SITE KEY(ALL CALLOUTS ARE TYPICAL) y y <br /> / <br /> ZQ STANDARD-DUTY ASPHALT PAVEMENT.(OR, m 4 p'. <br /> / / / O HEAVY-DUTY ASPHALT PAVEMENT(1YP -� N 0.. <br /> HEAVY t0 LIGHT DUTY AC TRANSITION vir <br /> /// CONCRETE SWEWAR <br /> U O(pER COE STANDARD DETAIL 306)e <br /> / CC O CONCRETE PAVEMENT(TYP)e <br /> O ©GRAVEL POND ACCESS ROAD le 4Y <br /> / -(PER COE STTYPE A-I ANDARD RD ETAILNCRE1E CURB g305ND W ( ) <br /> 6 <br /> //1y4 -. 1 0 TYPE E-1 CONCRETE CURBN RI b'1 If f <br /> / 0 U (Eft .t-JE STANDARD DE L 3050)/ ~a' <br /> ,h0 F— O E%1RUDED CEMENT CONCRETE CURB UI <br /> /hry W ,'''ZRCOE ADA DETAIL RUNE) <br /> / / /�N6 W O TYPECNWRB RAMP WTH DELEGABLE WARNING <br /> I <br /> / P(PER COC STANDARD DETAIL 310C) <br /> W C)4"WOE,WHITE STRIPE. <br /> CO ©CROSSWKIte 111 <br /> p=JI JBTO' O ADA STALLS AND SIGNS(EYP) 0 ' gig <br /> O CONCRETE DRIVEWAY(PFR CE STANDARD DETAIL i <br /> L=43.76' be) �' <br /> OO ROCKERY WALL(PER cO STANDARD DETAIL <br /> 324A) <br /> OP PAVEMENT REPLACEMENT <br /> coSIE KEY(BY OTHERS) <br /> �g <br /> ®CAST-IN-PUCE CONCRETE WALL,SEE id(I <br /> ��N SIRUCNRAI PLANS i 3 <br /> a ®GUARD RAIL SEE ARCHITECT PLANS ° bi <br /> N / �\ -- _--��--��-- --- -- ---_----------------------- ®TRASH ENCLOSURE.SEE ARGIITECT PLANS. <br /> / \ N 01113'59'E 143 ®STAIRS.SEE ARCHITECT PUNS <br /> V <br /> I <br /> TC NO <br /> \ \ I f <br /> 3. < <br /> j N.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EKACT LOCATION AND DIMENSIONS OF VESTIBULE.SLOPED PAVING,EDIT PORCHES.SIDEWALKS,RAMPS N TRUED COCKS.PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTUTO ENTRANCE LOCATORS. <br /> S • fg g cW <br /> F2-DIMENSIONS SHOWN REFER TO FACE OF CURB,FACE OF WLDMG OR TO THE CENTERLINE OF PAVEMENT STRIPING,UNLESS OTHERWISE NOTED. Q <br /> ,n <br /> R3.ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD COW PAVEMENT UNLESS OTHERWISE NOTED. <br /> R <br /> ALL PROVIDE A <br /> THE CITY <br /> GINEER'S APPROVAL <br /> RIOR <br /> ANY MORK <br /> EMIT THE <br /> OY <br /> -WAY. [Li ii 2 <br /> 5.FIRE LANE <br /> PING AROUND BUILDINTEMPORARY <br /> PERIMETER AND ALONG FlRENTiUCK ACCESS WAYS SHILL BE IINSTALPIID AS RT E IRISWCONTRA T.IN ACCOtTDANCE W1TH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. <br /> 3 CC 0c- <br /> 8 REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTOR,DIMENSIONS OF PROPERTY 7. LINES BASS OF BEARINGS&BENCHMARK INFORMATOM OL G <br /> SEE SITE PIAN FOR SITE DIMENSIONS. Frr� <br /> -Wa 8.ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED.SEPARATE COATS SHALL BE APPLIED NO SOONER TIN 4 HOURS APART.(CONTRACTOR TO REFER TO PROJECT SPECITCATONS FOR ADDITIONAL PAVING MARKING REOUWEMENTS) L JQJQ <br /> 9.ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL SEED,MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. G co <br /> A10. ALL ISLANDS WITH CURB ND GUTTER SHALL BE LANDSCAPED.THOSE ISLANDS ARE TO HAVE 18'CURB AND GUTTER. ALL REMAINING ISLANDS IRE TO BE STRIPED AS SHOWN. <br /> v 11. EOSTNG STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY.ALL COST SHALL BE INCLUDED IN BASE BID. <br /> 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RTLOCATON'S, CL NG BUT NOT LIMITED T0,ALL UTILITIES.STORM DRAINAGE.SIGNS,'FRAME SIGNALS&POLES,ETC.AS REQUIRED.ALL WORK SHALL BE IN ACCORDANCE WTI GOVERNING AUTHORITIES SPECIFICATIONS AND <br /> SHALL BE APPROVED BY SUCH.ALL COST SHALL BE INCLUDED IN BASE BID. O <br /> .,. <br /> 13. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS.THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S)AND THE UGHTNG PANEL <br /> C-1.O <br /> A 14. THE UTEWCRK CONTRACTOR SHALL CONNECT ALL LIGHTS MM.THE RETAIL STORE'S DEMISED AREA TO TIE SECURITY CIRCUIT AS SHOWN ON THE ELECTRICAL PUN. Know what's WOW. <br /> m 15. CURB RADE ADJACENT TO PARKING STALLS SHALL BE 2.ALL OTHER CURB RADE SHALL BE IO',UNLESS OTHERWISE NOTED. Cali beforeSft, <br /> 1 I <br /> { <br />