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�_ �_ I 1111I'p�19 "91�I�IAP11' I111'I lYl' IIlp'plllll�l I III II A I I' I I h II IS11L�F�111'II jj"f II I I I I 111 11 11 1'lIn9IwypnleIT IT r _ 110 100 90 80 70 60 8+00 8+40 LANE A PLAN VIEW SCALE: 1 " = 60' � I M I I H- > a I -_� END LANE E STA: 12+08.16 STA: +55.86 = SHADO\� CREEK ST. PRARIE DUNE S TJ BLAC DIAMOND R. STA 0+0 ELEV: 78.0 j� ELEV: 6.73 24"HDPE F A9.1 T A10 TO A9 INV.: 7176 MJV 7, :. SSE OF ROAD C/L A9.2 --� - I t PVI: 7+2 E. 7, I� 110 100 90 FYI] 60 -0+60 0+00 9+00 110 �11 90 90 LAN[ 80 80 70 60 9+60 10+20 10+80 11+40 12+00 12+50 LANE E — LANE A PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 ' s 78— Pw:1+s5so �f EL: 78.57 5-5.6 S nn i inn 2 --°- 78 II I 11 LANE C PLAN VIEW SCALE: 1 " = 60' _.... _... ` 4+Lq 8 71, 7 C72 1+58.92 77.78 Q 3: I � 1 74 _ — C9, STA 2+48.29 o, y < u > > 0- tu J W { ! { STA: 0+00.00 = STA: 3 + 9 71 4 ST.- ' + NE A: + OF ROAD C L ELEV: .77 7 ITN _...._.. — 1.110 o PIE INV.: 71.76 C6 TO C5 i 0+60 1+20 1+80 2+40 LANE C PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' 00 3+60 70 60 -0+60 0+00 0+60 PVI: 110 110 100 100 90 _1 90 80 80 70 70 60 4+20 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 60 -0+60 0+00 LANE B PLAN VIEW SCALE: 1 " = 60' 4 CD O) 00 I<- II �- gF t I i in W N O�� N =rr*- gg jj NJ W Nln Q II 1 ._.......,.,.._..w,_..�....__4 _�.. W �j _�_....... 1 _.___-- �_ ....;..-..,__..._.�,..._..____ ¥ Ln STA: 3+98.6 = _..._.,_ S F l0 � w = bo co ......._ _... ... CL W o> i STA: 2+3EI.67 W W — a > O _ ELEV: 7 .93 W„ H - > z I SRADE OF ROAD C L _ {] ! I a o IDPE ' C8 TO C7 $ INV.. 72.68 339 LF 8" PVC @0.5%-"�"�"""�""� INV.: 72.53 -- 99 d 1+20 1+80 2+40 LANE B PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' +00 3+60 4+20 90 80 70 60 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 XO� A4, STA: F ,r ! C5, STA: / / JJ JT l 5+92.71 ! 1+00.53 A n �jn . LANE D PLAN VIEW SCALE: 1 " = 60' cz.1.1, si ! 4+24. I � � 0 C72 `7' f o Ln 00 S 00 If N II __..... � ..�.._ -LU > J j -4 ; ___.__ .. �O JNOI = Q;� Fn- _o f�o00 j Z II II If II s�n Wo> ___©-z..z_ _.. __ __ . _ __ --PROPQS T3F .- _. _ ____ _ _ ._�_ .._ »o 0 _ _ O.E_+69.26 STA: 0+00. = E ST,4 5+8EXtSTIN, I = PRA IE DUNE ST. � � Z I- ELEV:76.90 ��-- ---- --__..___ I ELEV:77.24 I -- — i 0.85% -0.72% I CS]TO C4 ------ INV" 72.07 30" HDPE _ INV.:71.49 = 325 LF 8" PVC @0.5%' .•m. i 0+60 1+20 1+80 2+40 LANE D PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1"=10' 3+00 3+60 4+20 C73 HIM 90 70 60 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS Know whars below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLYVERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 11� WUps a�o YQo a�� a 2 N � J LU O N m IJL z Q N a LU J J J Z Q 2 0 NUl z J >_ z OD owC a LUO LU [n (n w m 0 z N X N LU J LU w } z Q LL O tz z zm z �w z cn F-- Q O o= V of a z L`. a N O O v v O O un w DATE 02/07/2017 04/19/2018: CITY COMMENTS tREVISIONS ♦,``�� RO BE/y�T �i No Z 8� �-- , 4 SATE OF mow` b 0 30, 60' SCALE:1"=60' u „ DRAWN BY: AS LU CHECKED BY: DG N PROJECT MANAGER: DG 0 JOB #:16002627 0 30' 60' FILE CODE: ## �� SCALE: 1"=60' SHEET NO. C323