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� II I IIIII I�illllla 1 1 1 1 9111 I I I I I II <br />S-9.2 <br />r QQ A10 STA: S-9.1 E2.5, STA PVI: 4+29.76 E2.3.1, STA: <br />$ PVI: 2+91.00 4+27.78 <br />EL: 77.11 5+20.15 <br />I� 0+46.34 EL: 77.90 <br />PVI: 8+31.19 1 9 7 1 1$ l 1 1 1 1 J I{ <br />A9, STA: EL: 76.65 � W <br />-0+00 8+30.72 i%f�i ' 1 a 1ti 11 12 <br />7 <br />c <br />120 <br />110 <br />e, <br />90 <br />80 <br />70 <br />60 <br />50 <br />-0+60 <br />,- - � �o - — <br />BLACK DIAMOND DR. PLAN VIEW <br />SCALE: 1 " = 60' <br />F <br />. _ <br />j Ln <br />_.__........_____ <br />W I <br />l <br />_......_.......,...._._...._._._...__._....3__._ _. _....,_______w.........-..-.. .... .... _......._______._______ <br />' I N W O r � N 01 Ol '•, <br />._._...._.._............................ 4 ' _ _ .._... _ _..._._._........._... <br />........_...,_.._ -. <br />r <br />l awl wz� <br />L-O > <br />Lu O z <br />X�L>L.IN <br />L J > <br />LANE A LANE _ <br />S_ 5+19.61 �' ~ <br />STA: 8+55.68 PRO OSED GRADE I CONNECTTOmmX. ROAD z <br />11 <br />sn <br />X <br />18"HDPE ' <br />I EXISTING GRAi]E� <br />— 1 <br />18' HDPE <br />i <br />I V.: 74.76 <br />104 LF 8" PVC <br />394 LF 8" PVC @0.5% <br />a <br />i <br />i <br />1 <br />I <br />1 <br />0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 <br />BLACK DIAMOND 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 />4+80 5+40 6+00 <br />0 <br />120 120 <br />110 110 <br />100 100 <br />90 90 <br />80 80 <br />70 70 <br />60 60 <br />50 <br />6+60 <br />EL: 78.11 e i <br />CC��gqJy 51: 52- 5354 <br />8 t 4», Pry <br />i 7 <br />EX.PH.IIA-9 <br />L11+00 1 _\ <br />49 I I I I I I ! I! <br />48, 43 I 42 I 41 ! 4 r7 39 I 308 37 <br />..._ ax <br />E4, STA: <br />3+77.56 5+45.98 J} <br />0+00 1+00,...`" 2+00 3+00 <br />.�0 <br />5+00 + <br />(( L Aj i7rr 33� 0(1V J y, <br />E f 5-7.2 PVI: 2+45.65 <br />M7 1 E3, STA: <br />EL: 78.37 <br />x <br />P e 3+78.38 w j E2, STA: <br />1 <br />or 5+35.27 - <br />S 28 1 fig` I 30 131 1 3 1 1 I 34 1 35` 1 6 <br />� <br />k s <br />......�8 e 78,.,,,....,_.. <br />1 <br />,f <br />jj <br />24 I � i . <br />SHADOW CREEK STREET PLAN VIEW <br />SCALE: 1 " = 60' <br />I <br />I <br />I <br />€ <br />i <br />—. <br />E <br />€ <br />S( <br />€ E0rZ <br />N <br />W O O <br />I <br />' 2 <br />IHm��..._,W,...W._........,_...w,.. <br />€ <br />I , w N I -- <br />E Q n a <br />u u n ( <br />E <br />=0Lrio3 <br />__..._..� g <br />LU I <br />...................__...... <br />z <br />C J H <br />LU W <br />b. J z I- <br />i.. LU — <br />I <br />Ln <br />II II <br />STA: 0+00.00 = Lu O> <br />O Z 0> <br />w <br />Z� <br />— EXISTING,GRADE <br />— <br />CONNECT TO EX. ROAD' <br />O Z ' <br />ELEV:77.39 i PROPO ED DE <br />i ELEV:75.49 <br />OF ROA C/L <br />—f <br />_ <br />_ <br />--1 <br />y ° <br />i <br />18"HDPE <br />IF <br />E3 TO E4 <br />ElTOE2 <br />NV.: 72.28 —� <br />395 LF 8" PVC @0.5% <br />I <br />I I <br />s <br />! <br />50 <br />-0+60 <br />0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 <br />SHADOW CREEK 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 />rism Know. whaYs below. <br />Call 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 COMM ENCI NG 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 />mi <br />W <br />u�m <br />a Ido <br />San <br />Q� <br />W O <br />coLJL <br />N <br />J <br />Q <br />J <br />z <br />N N <br />J <br />O <br />Z z <br />oC <br />a <br />Ov <br />O <br />D <br />W <br />N <br />V O <br />J <br />Q <br />N L~ <br />w I <br />m <br />120 <br />O <br />Ln <br />110 <br />z <br />W <br />F- <br />0- <br />LX <br />>_ <br />F_ <br />Z <br />J <br />a <br />LU <br />LU <br />J <br />O <br />oc <br />100 <br />90 <br />C� <br />G <br />V <br />Z <br />N <br />5 <br />OuoC <br />se <br />d <br />O <br />U <br />m <br />L.L.I <br />L/) <br />Z <br />O <br />H <br />N <br />z <br />Ov <br />°- <br />z <br />Q <br />Q <br />0_ <br />C) <br />Q <br />O <br />cIf <br />F_ <br />Ln <br />W <br />BO <br />2 <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />70 <br />60 <br />REVISIONS <br />4+80 5+40 6+00 6+60 ���.¢(1 F I Cq�. C/x''/''r <br />.�. • V <br />N 088 <br />e <br />• TATE OF ; •' <br />J <br />0 30' 60' <br />0 <br />SCALE: 1"=60' <br />n <br />LDRAWN BY: AS <br />J <br />v CHECKED BY: DIG <br />PROJECT MANAGER: DG <br />O <br />JOB #: 16002627 <br />0 30' 60' <br />FILE CODE: ## <br />SCALE: 1"=60' SHEET NO. C324 <br />