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00 <br />T' <br />I <br />)0 <br />10 <br />120 <br />110 <br />100 <br />90 <br />80 <br />70 <br />60 <br />32( <br />'Nt __ _ <br />5. 3,L. _. <br />Q <br />s <br />1+00 2+00 3+00 3+68 <br />� 4 <br />�. M <br />- EX <br />D5, <br />D6, STA: SSMH <br />0+45.38 1+53.83 �� #2 <br />105 106 51 5' <br />100 i 101 I 2 103 104 `` <br />,. <br />D4, STA: <br />1 +42.49 <br />F42.97 <br />83_ _ <br />�, I t 97 I 96 I 95 I I� 93 I 92 I i i I <br />4.3 PVI:3+g1.87 3+83.42 t <br />f EL:76.35 �Vl <br />LAUREL VALLEY BLVD. PLAN VIEW <br />SCALE: I" = 60' <br />QII II II <br />_ N <br />Z II II II <br />m� �'.' <br />LU <br />z <br />° > O <br />_ _ <br />w <br />g co 60 <br />Imo. _j <br />° > <br />-- <br />ST <br />0+00.01 - <br />ELE <br />ReP6 fl3, 7G "DE- <br />: 76.07 OF ROAD C/L_ 1„—�_—_ <br />-- <br />H STA: 2H€97.67 = <br />L, CONN - I <br />w ELEV: 7 .06 <br />D5 TO D5.1 <br />I INV.:72.86 0 <br />-- — <br />6 TO D7 <br />299 LF 8" PVC <br />I <br />120 <br />m <br />90 <br />1101 <br />70 <br />50 50 <br />-0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 <br />LAUREL VALLEY BLVD. PROFILE <br />HORZ SCALE: 1 "=60' <br />VERT SCALE: 1 "=10' <br />24' WIDE, TWO-WAY, CROWNED SECTION <br />SEE DETAIL ON SHEET C700 <br />D <br />120 <br />Iwo <br />100 <br />90 <br />LAN[ <br />80 <br />70 <br />60 <br />�f <br />PVI:3+71.79 <br />EL: 78.11 <br />PRAIRIE DUNE ST. PLAN VIEW <br />SCALE: 1 " = 60' <br />a <br />,� <br />€ <br />� I <br />.4 <br />r 6+00$ 6+43 <br />I r ? <br />44 <br />tf <br />43 <br />' 42 [ 41 <br />E4, STA: <br />I <br />� <br />E <br />I <br />_ <br />t <br />T <br />I <br />i <br />CO <br />N <br />Lf1 <br />W 00 Ln to Ln <br />'J Ol rr-: CO <br />I + <br />S r <br />r <br />_ F_ CO l0 CO <br />Z II IL II II <br />q <br />H° <br />Ln <br />i <br />W <br />E <br />Q <br />�>000000 <br />1 <br />II <br />E N <br />0_ <br />w <br />w <br />w W --� <br />W _ _ �j <br />� ~ Z <br />4 <br />II <br />J <br />w <br />}}_-- <br />> <br />LLI <br />g <br />8 <br />I <br />I <br />1 <br />_ <br />' <br />, <br />�0ip0 <br />J QD l0 <br />�Oih00 <br />'J N V V <br />r <br />TJLf1N <br />w WT <br />7 <br />Lflwmep <br />t <br />z u n <br />z n u n I <br />zr�oio <br />to <br />O <br />FLU <br />Uj _jH <br />O <br />� WooNWtp <br />_jZ F" <br />�d>ic <br />I <br />> 00 60 <br />W <br />W w — <br />d�O I <br />_.._— <br />._. - — <br />V) <br />? I V) <br />m l w0_ <br />Q n n <br />e <br />W <br />WZ <br />STA: 0+00.00 <br />— <br />L F- — z i <br />' <br />w O z <br />— <br />ELEV:76.66 � <br />a <br />STA:2+35.67 <br />1 <br />PRO SED GRADE <br />_ <br />Nam+ = <br />c� <br />0.70° <br />-47— <br />LANE B3TA:3+69 <br />ELEV:7 .24 <br />° <br />LANE B STA: 3 99 <br />° <br />-0.36% <br />ELEV: 7.04 <br />- <br />"' <br />18" DPE , <br />ST, : 1+58.92 = <br />C8 TO C <br />+ -_ <br />EXIS NG GRADE <br />I <br />I <br />T <br />EAR <br />L V 7 <br />INV.: 72. 3 <br />STREET A STA 12+08 <br />I <br />54 LF 8" PVC <br />I1 <br />@0.4% <br />"`--153 LF 8" PVC @0.4% <br />84 LF 8" PVC @0.5% <br />. <br />- <br />324 LF 8" PVC @0.5% <br />I <br />3 <br />t <br />i <br />3 <br />f <br />I <br />a <br />3 <br />3 <br />� <br />E <br />120 <br />110 <br />°H <br />80 <br />70 <br />50 1 50 <br />-0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 <br />PRAIRIE DUNES ST PROFILE <br />HORZ 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 <br />Know what's below. <br />Cal 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 />DETERMINE THE 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 BYTHE 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 WffHOUT THE <br />PRIOR WRITTEN CONSENTOF ATWELL LLC <br />J <br />Uj <br />aQko <br />a <br />Q <br />= o <br />�~ > <br />wO m LL <br />z t o LL _I <br />Q N J _j <br />= Z <br />Q <br />z LU = O <br />O Z) N O O <br />w H <br />N N <br />Q L17 <br />t.Ll M <br />z <br />O <br />U) <br />Z <br />1) <br />W zILL <br />J <br />w Q O <br />z z m <br />N O Q <br />Q U <br />OO d 0� QQ <br />z � (/1 <br />to O O Q <br />_U 0 <br />I- <br />N <br />w <br />a <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />REVISIONS <br />0 a8 <br />S ATE OF <br />s,qj 4. <br />ONAI- e'�,r�b <br />0 <br />I - <br />SCALE:1"=##' <br />v, I DRAWN BY: AS <br />6j <br />J <br />v CHECKED BY: DG <br />Ln <br />PROJECT MANAGER: DG <br />CD <br />JOB #: 16002627 <br />0 ##' ##' <br />""66po%iii FILE CODE: ## <br />SCALE: 1"=##' SHEET NO. C321 <br />