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7m>_ <br /> m <br /> NGVD 29 ELEVATION DATUM <br /> SEE SHEET 2 <br /> SCALE: 1 " = 60' Z <br /> a <br /> Ln <br /> i � <br /> i Of <br /> i <br /> 70' S.S.J.I.D. IRRIGATION / // ; x 79.2 X 78.4 x 79.8 x 79.6 X 80.0 80..0 x 80.E ' 81 .0 <br /> x 80 8 <br /> 78 0 x 79.3 <br /> EASEMENT / / x 81 .5 i 80.4 ' o <br /> � Q <br /> EX. P.P., NO EXCAVATION ) <br /> // / AROUND A 10' RADIUS I EX. P.P., NO EXCAVATION <br /> ROAD// WILLIAMS WAY <br /> (PRIVATE AROUND A 10` RADIUS ' 79.9 <br /> / All EX. P.P 7 79.2 79.6 79.8 79.8 79.6 79.5 80.0 ; - <br /> / � 80.6 80.2 79.2 8.8 r � <br /> 82.5 _ ____ <br /> T - <br /> 71 <br /> / 83.9 /$3.8 � W/GUY _ - _ .-._ - -- <br /> ___ - -/� __�'X_82 00 81 .5 N00'57'59"W I 1338.37' - o - -r 80.8 <br /> a / <br /> f- c� rl�--- -------------------- --------__ ----_�_-----------�♦ --------_-_---___ - i --- <br /> a / - 79.6 79.6 ok <br /> 79.6 79.5-------- _ <br /> r' <br /> 79.6 '79.2 <br /> N / -- : 79.0 :78.8 79.2 79.2 79..2 EX. P.P <br /> -- - 82.7 82.2 79.2 80.4 : 79.2 :79.2 79.2 79.2 C0.4 C0.4 CO. C0..3 C0.8 i W/GUY <br /> / 84.0 83.9 79.2 79.2 79.2 'T' C 2.2 C9;2 �: FO.2 , • ,F0.4 0 79.5 0.4 79.4 79X 79X 79�4 79.2 79,7 x , 80.1 x 80.3 IZ'i <br /> / 79.2 C4.7 C3.5 G3.a 81 .6 80.1 78.8: 78.7 : 792 <br /> X x 79.2 79.2 i Q <br /> / <br /> C4,784.0 83.GX 79.2 x /: .79 2'' 79 2 : 79 2 79.2 79.2 Co. C0.3 C0.2 Ca 5 $O.Oi O �1 <br /> / 84.0 79.2 79.2 82.7 k C2.4 79.2 : F0.5 C0.3 CD.2 79.2 79.2 01 F--I <br /> / C4.8 C4.8 C3.8 C3.5 a 81 .7 C0.9 f, FD.4 TOE OF CUT BANK C0.6 C0.81 <br /> 84.2 82.3 I ;f <br /> / 84.2 i I hil <br /> SECTION LINE 79 2 84.5 ' <br /> 79.8 <br /> C5.0 C5 3 i 79.2 <br /> 84.9 ' 79.5 79.9 CO-61 W <br /> 79.2 789.2 i ' 78•.9 79.3 79.5 79 4 79 5 79X6 x 79.2 x79.8 x 80.0 U � � <br /> C5.7 840 ; 81 .9 9X0, x, x x 79.2 79.2 79.2 79.2 C0.7 W �1 <br /> 84.0 C5.$ 79.2 <br /> / x✓ 85.1 792 i 79 2 7 .2; F0.3 f 79.2: 79.2 C0.3 C0.2 CO.3 C0.4 CO-3 <br /> rte, E"4 0 <br /> / 79.2 7 F0.2: CD.1 T ) F CUT BANK- - w <br /> / 84.3 84.6 C5.9 C48 , C2. :I TO)E 0 U �•4 <br /> 0 <br /> / 84.6 , I: PROPOSED 10' ROAD <br /> / ' OUTLINE OF AREA T.O.B. <br /> / 85.2 84 8 TO BE FILLED <br /> ;� 79.7 a � <br /> 79.2 1 <br /> EX. HOUSE �C5.6 i 84.3 : 79.2 <br /> 79.6 79.8 CO.5 ~ `� ►Q <br /> 79.6 79.5 79.6 79X7 x 79.2x 79.6 X 79.6 A Q; <br /> 85.0 i 79.2 7 2 :79.2 : % 79.4 x x x 79.2 <br /> C5.1 81 .9 . ; . : ; : . :ate x 75.2 79.2 <br /> . 79.2 , ' x'79.2 79.2 79.2 79.2 C0.4 C0.5 C0.4 C0.6 x <br /> 79.2 0 0 C0.2 C0.4 Ca.3 �y Q <br /> ---------Q ----- EX. WELL �5.0 $9.2 C2.7 81.9 F+� <br /> __ EX. P. <br /> EX. GARAE C3.5 79.2 <br /> _--_____-,�L___--___ EX C2.7 79.9 EX. WINDMILL---* W/GUY <br /> SEX SEPTIC PHASE " 1 " - c z <br /> ,J 'n SYSTEM GARAGE � 82.8 79.2 EX. WELL 79.2 �+ <br /> Q � EX. .P 79.9 C0.7 79.2 co 79.5 <br /> z 82.9 W/GY 811 .9 1 79.6 79.5 C0.3 <br /> Q 82.5 84.3 79.6 79.6 79.4 79.6 79X6 x 79.2x <br /> �' 1 1 79.9 79.3 79.3 x x x 79.2 w <br /> 82.5 82.9 83.9 NOT PACT OF � ' 79.9 79.2 x x 79.2 79X2 70.2 70.2 70.4 C0.3 <br /> 79.2 79.2 EXCAVATION O i i Ca•7 79.2 79.2 79.2 <br /> C x 79.2 84.0 Ca.4 Ca.2 <br /> 82.3 3.3 C3.7 82.9 C4.7 93.2 i C0.1 C0.1 C0.4 <br /> Q 79.2 79.2 T X ; , rn <br /> 82.2 C4.6 cn 0 / <br /> W C3.1 C3.7 X 83.6 w EX. SEPTIC PHASE LINE z <br /> Z w 82.9 80.0 SYSTEM <br /> 84,5 79.3 <br /> M 85.0 80.0 <br /> 82.9 79.2 79.2 <br /> 8� Co. 79.5 79.5 79.4 CO-' <br /> 83.9 84.1 84.2 793.2 79.2 79.6 79.5 79.6 79x3 79X4 x x 79.2x 79,� x 78.8 <br /> W 79.2 C44 3 C3.7 79.4 x x x 79.2 79.2 79.2 <br /> 82.6 C4.7 84.3 X x 79.2 79.2 79.2 CO.2 rf3 <br /> 82.2 x 84.0 73.2 82.9 79.2 79.2 C0.4 Co.1 C0.2 CO. CO. T� <br /> W 82.2 79.2 C0.4 CO.3 V 1 <br /> C3.0 79.2 79.2 84.5 Ca.1 79.2 C0.2 <br /> V C3.4 C4.8 84.1 84.9 79.2 C3.7 <br /> 79.2 79.2 C5.3 . <br /> z C4.9 C5.7 <br /> OUTLINE OF SEA ;\ <br /> TO BE FILLED ;� OUTLINE OF AREA / �I '0-4 <br /> � <br /> o �4 <br /> T.O.B. !! !! TO BE Ff LLED 79.2 <br /> TOE OF CUT BANK PHASE 2 STOCK PILE 79.2 <br /> L} <br /> 1 79.4 79.4 79.2 0 x <br /> 79.5 79.6 79.5 ; 79.1; : ;N2 x X - 79�Lx 79.2 79.0 <br /> 84.8 79.6 x X 2 79,279.2 Z <br /> It, <br /> 81 .9 82.4 83.7 x 83 0 x 79X2 79 2 79.2 79.2 : 7,0 � C0.2 C0.2 0 0 <br /> a 81 .9 79.2 x x 79.2 79.2 <br /> 79.2 C0.4 C0.3 C0.4 C0.3 : F0.1: � rI1 a <br /> C2.7 79.2 79.2 C5.6 C3.8 �!1 co <br /> C3.2 C4.5 <br /> 1� <br /> J PR POSED 10 ROAD �: '78.4 <br /> .7 79.0, 79.2 <br /> Q <br /> 83.7 84.4 82.8 79.7 79.2 79.2 . ' 79.2 :� 79.2 79.2 79.2' :F0.$ <br /> 79.2 g0.1 79 79.2 F0.2 : 0 FO.3 w W <br /> W 82.2 C5.2 79.2 7 2 79.2 C0.5 Co. :F0.3. 0 <br /> 79.2 y <br /> g9.2 79.2 C4.5 C3.6 C0.9 Ca.7 - - - pQ w C''J <br /> C3.0 -- 78.9 G�2 � <br /> C2.3 --` <br /> SOO*59'1 YE 1338.75' w <br /> - _ - - - - _ _ <br /> �n - - - I I 79.5 7$.9 79.0 79.2 79.2 78,6 <br /> 80.0 79.7 I <br /> 82.2 83.7 84.3 82.7 80.2 80.1 f <br /> J a <br /> -? 1/4 SECTION LINE �I <br /> ' EX. VENT <br /> EX. CENTERLINE OF S•S.J.I.D. PIPELINE f <br /> 78•.2 x 78.1 x 78.1 x 78.0 U� <br /> 78.4 l i l x 78.3 x 78.2 x 78.2 W A W <br /> {�} I X 79.4 79L4 I <br /> --k-79-2- 2 x 79.4 x 79.3 x 79.3 I � z <br /> ` VALVE BASE <br /> EXISTING I I A <br /> I I---EX. ROADWAY <br /> EXISTING CONCRETE" ROADWAY I I <br /> O <br /> LINED CANAL x 78.4 78'5 <br /> 78.4 X 78.4 <br /> X 78.4 X 78.5 <br /> X 78.3 <br /> PROPOSED <br /> HAUL ROUTE <br /> G�1 � <br /> DATE 4/17/07 <br /> - <br /> DRAWN`� PROPOSEDHAULROUTE EXHIBITCIRAWN BY GR <br /> ROAD GRAVEL ENTRY <br /> CHECKED BY <br /> : � MQ <br /> JOB NO. <br /> ---�-----"-------------J �--- <br /> - - - EP 2oa5-92 <br /> ---Q---------------------1_-_---- <br /> N H 6 <br /> EXISTING CONCRETE <br /> LINED CANAL 0 QUARTAROLI & ASSOCIATES, INC., 2007. ALL RIGHTS RESERVED OF 6 SHEETS <br />