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.- <br />m <br />t� <br />120 <br />i11 <br />90 <br />CONNEC <br />80 <br />70 <br />60 <br />50 <br />-0+60 <br />r 00 0101 1 <br />1+42.60 p X <br />1120118 121 i ? 122 i I <br />XA <br />�x <br />X <br />`78_ <br />HAZELTINE AVE. PLAN VIEW <br />SCALE: 1 " = 60' <br />t <br />t <br />N <br />+ <br />ry) <br />CO <br />W <br />Ln <br />l <br />t\ <br />M <br />M <br />ST : 0+86.98 = <br />Q <br />r <br />v~, <br />>I <br />S A: 0+ 00.00 <br />Ln <br />— <br />> <br />w <br />> <br />a <br />J <br />"' <br />> <br />W <br />J <br />ELEV:76.07 <br />NW <br />nW <br />VlWo71n <br />reMWm°ONr- <br />eq <br />� <br />Ifl CV <br />=I -I- N <br />W <br />O=�I <br />OO <br />I7 <br />END AZELTINEO <br />Q n n <br />z u a lI <br />Q II II <br />Q <br />n II u u <br />-ROYAL--- <br />ccwH <br />�JzLU <br />� <br />�J~ <br />�WzzD <br />TROD WAY <br />�o> <br />�a>O <br />�o° <br />WOzz> <br />--- <br />ELEV: 76.44 <br />NE E STA: 0 + 00.00 <br />tL <br />FL-_V: I b.. J <br />_y <br />p <br />It, V.:72.92 <br />70 LF 8" PVC @0.4% <br />101 <br />LF 8" PVC <br />294 LF <br />8" PVC @0.4%� <br />18"HDPE <br />D4 TO D3 <br />I <br />i <br />0+00 0+60 1+20 1+80 2+40 3+00 3+60 <br />HAZELTINE AVE. - ROYAL TROON WAY PROFILE <br />HORIZ. SCALE: 1 " = 60' <br />VERT. SCALE: 1" = 10- <br />24' WIDE, TWO-WAY, CROWNED SECTION <br />SEE DETAIL ON SHEET C700 <br />4+20 <br />4+80 <br />I <br />STA: <br />2.60 <br />T <br />S-4.5 <br />r <br />_ <br />EX <br />>r . <br />D6,STA: <br />SSMH <br />1+53.83 <br />#2 <br />I % f C9, STA: L_ ( I \-eM . <br />ROYAL TROON WAY PLAN VIEW <br />SCALE: 1 " = 60' <br />8 <br />11 <br />I <br />j( <br />jjj <br />F <br />3 <br />_.— <br />_._._.__......________._._____.......... <br />_.-,._,,,..._.�._.. <br />_._..._.-._.._.._.___..__._.._._.._.. <br />..____._ <br />.......... <br />i <br />< <br />S <br />i <br />v <br />iO <br />M <br />M.._____..... ........_._....._...__ <br />_.._._ <br />_ <br />_ <br />- _ <br />I <br />_ _ ( <br />_.___.. <br />- € <br />... <br />LID <br />LU <br />.END _ZTINE <br />._._.....---._.._.___------_J <br />0rC5 o <br />0..0 <br />UJ <br />_ <br />z <br />co <br />TROD WAY <br />J F- <br />Fn- <br />In _ z <br />N E E STA: 0 + 00.00tL <br />V776.43 <br />— <br />OF R8 D 9 <br />—_ <br />—� <br />STA: 9+44.70 <br />— <br />-� <br />76.28 <br />! <br />I <br />I V.:72.92 <br />294 LF 8" PVC @0.4%___ <br />_W <br />] <br />398 <br />Iry <br />LF 8" PVC @0.49° <br />mm <br />I I <br />3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 <br />HAZELTINE AVE. - ROYAL TROON WAY PROFILE <br />HORIZ. SCALE: 1 " = 60' <br />VERT. SCALE: 1 " = 10' <br />24' WIDE, TWO-WAY, CROWNED SECTION <br />SEE DETAIL ON SHEET C700 <br />APPROVALS <br />room Know what's below. <br />Cull before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE THE CONTRACTOR SHALL <br />DETERMINETHE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR. NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS <br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT © 2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT Of ATWELL LLC <br />J <br />J <br />Lll <br />Vim <br />�Qo <br />3�0 <br />�gn <br />= <br />N <br />Q <br />J <br />w0 <br />m <br />LL <br />Z (,D <br />N <br />W <br />J <br />J <br />J <br />} <br />I- <br />a <br />Q <br />= <br />z <br />N N <br />J <br />Z Z <br />IY <br />Z) <br />CL <br />w <br />O <br />O <br />Q <br />N <br />UU <br />V <br />Q <br />LU nn N <br />L <br />r <br />a <br />w <br />m <br />120 <br />O <br />r <br />L / <br />z <br />110 <br />i1LU <br />w In <br />(/) <br />LL <br />W <br />> 0 <br />z <br />zm z <br />I <br />z <br />100 <br />W — <br />Ln I-- Q <br />U <br />Q <br />UU <br />UU a � Q <br />z <br />to a <br />90 <br />cJ) <br />O 0 Q <br />U O <br />F- <br />W <br />a <br />80 <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />70 <br />60 <br />REVISIONS <br />NolivI1�l�u111/Z/ i <br />RT ���� <br />N�/ �%FI . <br />50 �� ;• p'Z c.4 <br />9+60 10+20 10+8011 +00 %• �N 08$• � •. ATE a •• �: <br />c� <br />0 <br />0 30' 60' <br />SCALE:1"=60' <br />En I DRAWN BY: AS <br />w <br />J <br />CHECKED BY: DIG <br />In <br />0 <br />PROJECT MANAGER: DG <br />JOB #: 16002627 <br />0 30' 60' <br />FILE CODE: ## <br />SCALE: 1"=60' SHEET NO. C320 <br />