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- - - - //ARBORS L/IVL CONSTRUCTION NOTES: <br /> IMMO IMO I . MM. 1• NOT USED THIS SHEET. <br /> 2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE <br /> EXISTING OVERLAND DRAINAGE PATTERN AND FOR THE <br /> CONTRACTOR TO ENSURE THAT LOW POINTS ARE NOT <br /> -''"'� TRAIL K �"'- CREATED WITH CONSTRUCTION OF PROPOSED <br /> IMPROVEMENTS. <br /> TIONFLOOLAIAPPROXIMATE /____ARY 3 EXISTING MONITORING WELL COVERS SHALL BE D_ E ATION O_, _ '�— i_,..121_7' <br /> HAIGHNWATERMARK___ __ -__� _ 1 _ __ — ______� __- ADJUSTED BY A LICENSED CERTIFIED CONTRACTOR. C2.0 <br /> 3= - <br /> _ ____ _ 3 '' 12.7— -- _ -_� _____----_ _______ __________ - -- —._12- _----- - - - ---z - --�- __ ---- ,� 4. NOT USED THIS SHEET. <br /> B - - <br /> c8 —~�, _- 5 L,n or - is1 <br /> _ <br /> --- 4 <br /> _ h <br /> c� n <br /> rn �ND.",_ --- --- - 14 TRACT D - 14 - <br /> C ss <br /> Z _ <br /> N ---ss - – ="ss b rM1* BO c� - '' - '`r� <br /> rn <br /> 2 •• I ' 1, __ _ss uVi i' <br /> rn <br /> . * - <br /> - Vr <br /> • p' s <br /> O <br /> /\ I <br /> X X X X X X X X X X X X LOT 3 <br /> X <br /> X X X X X X X X X X X X X X X X X <br /> 35 35 <br /> 30 30 <br /> PVI STA. 24+24.68 PVI STA. 26+14.64 <br /> PVI EL=14.49 PVI EL=15.19 <br /> 100' VC 25' VC RECORD DRAWINGS <br /> 25 25 THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE <br /> CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION <br /> co <br /> • <br /> DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN <br /> N ^ THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF <br /> + + i + N <br /> cc <br /> N R, ir; �I ,.r; CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR <br /> N 20 d II J a 20 OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES. <br /> I__ w w (F) Lij <br /> oo_ as <br /> 15 , _ _ _ 0.3 % - - - ,_ _ 15 <br /> g - - - - - - - — - - - — — -0.60% <br /> Y <br /> L <br /> EXIST ELEVATION AT OF TRAIL (TYP) <br /> 10 PROP ELEVATION AT OF TRAIL (TYP) 10 <br /> N <br /> re 5 5 <br /> 11 <br /> 01 O In r` O O t� , d- O (V c a, CN I� CN c}. CO 00 d- CV O 00 Lc) cDtr) CV N O a, o n ,r) 0 10 20 40 <br /> cD I• f� co a) CT) O .— .- O • CJ) Cb C ) r7 N O O co Isl <br /> �'o �t d- �: �j u7 Ln LCi tt d d �t d • h'7 <br /> o � '� 1 4 4 4 4 4 ,- ,– 1 inch = 20 ft. HORZ <br /> 0 2.5 5 10 <br /> 7:-z: — <br /> 1 inch <br /> 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 <br /> ft. VERT <br /> Ri <br /> RECORD DRAWINGS <br /> ' Call V PROJECT ENGINEER: SCALE: PORT O F EV E R ETT DWG. NO. <br /> (Qil C. BORZIO AS SHOWN <br /> w , o two business daysE. <br /> C2.5 <br /> , 8 <br /> Ort ,,, <br /> :: before you dig DESIGNED BY: DATE: RIVERSIDE BUSINESS PARK <br /> �• ® C. RAPP 03/23/2018 CIP No. 3-0-031-01, <br /> ��.� 3-0-022-01, <br /> N � ; ' 16015th Avenue,Suite 1600 - PUBLIC ACCESS TRAIL SEGMENTS C, D, <br /> N DRAWN BY: CHECKED BY: 5-0-015-01 <br /> .,_ ::t ;; 8b01022020 AGC RECORD DRAWINGS PROJECT <br /> �: t .5s22 1 T. DEWITT A. CISNEROS F, J , AND K WITH VIEWPOINTS G AND H <br /> ON P .O. BOX 538 x, .• www.kpff.com � NO• PA—RS-2018-02 <br /> EVERETT, WA 98206 <br /> / ( \ 03.23.18 AGC 100% PERMIT SUBMITTAL APPROVED BY: GRADING AND DRAINAGE PLAN AND PROFILE <br /> o (425) 259-3164 <br /> PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION TRAIL K SHEET NO. - 24 OF 48 <br />