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�aaa EP _ _ �le2a EP <br />_ _ 117.8(p EP 11724 EP 116 81 EP <br />-�- - -- _ 1 116.46 P <br />1182 TO 117.4 TOE �-'116.51 <br />- - 116.07 P 11557 P 115.00 P II4.72 P 11432 P 113.76 P <br />t9 115.9 TOP 4.q�TO��ro 70P 113.2 T- <br />IIq.2 TOP 208 TOP 114.6 �. bTOE 211IN. 7 .0 110.7 <br />\\0,� A o <br />\0 OSA \o\? <br />° \\b 15S TO o <br />\\6119 TOP TOP <br />118.4 TOE I_ TOP \\9) 114.0 TOE hry / <br />7b T 215 \o <br />Ilgb TT_OP �, IIaS� 118.0 TOCt ° I- B.~ 118 TCc' 6.0 <br />iiT�SoTOE 114.1 OF <br />118.0 TOE _ 1172 TO` IIB.o 118.0 TOE o �\ <br />Ilq.b TOP A <br />E,II S TOE \\p' �4.5 T P <br />117.41 TO <br />O`�II%g TOE Ilq.l <br />TO <br />1182 TOLE _ _ 116.7 TOE II . <br />� IIq.7 T <br />118.3 TOE: <br />Ilbb <br />181 .3TOE� <br />NOTES: <br />1. ALL ELEVATIONS 5HOWN ON THIS MAP ARE BASED UPON NG5 (Ig2q) DATUM. <br />BENCHMARK: 5" x 5" CONCRETE MONUMENT NEST OF THE NORTH END OF BURNEYVILLE FERRY BRIDGE, I' t <br />EAST OF A Ph.$ E. VAULT. <br />ELEVATION= 10221' <br />2. ALL UTILITY INFORMATION SHOWN ON TH15 MAP 15 BASED UPON SURFACE EVIDENCE <br />LOCATED IN THE FIELD AND LOCAL UTILITY COMPANY RECORDS. <br />3. PRIOR TO EXCAVATING NEAR ANY UNDERGROUND UTILITIES, CALL U.5A. AT LEAST <br />FORTY-EIGHT (48) HOURS IN ADVANCE AT PHONE (600) 642-2444 OR (800) 227-2600. <br />4. BOUNDARY INFORMATION 15 BASED UPON THE MAP FILED IN BOOK 25 OF SURVEYS AT PAGE 22 AND THE <br />FIELD SURVEY PERFORMED ON JUNE 22, 2004. <br />■ <br />TOE <br />a�10 <br />772 TOE <br />SANTA EE ROAD <br />��12.bIP� <br />112.11 IF III84P�®�III47P 11124 <br />Ali) <br />\O�W °� cp <br />PIP <br />\0�� d' <br />o c \�bo <br />06 3 TOEo� 41 k <br />le <br />104.311 EP 10920 EP IOSS6 EP 107.88 EP 10720 EP <br />s_®®�- -- -------°------------P --------- I --------•----- <br />p Ip p 107.6 TOE <br />113 �_a Tn--,..�II2.o Ob rtOE- T106.7 1 <br />07.4 tOE 8 ° <br />2 roE ff <br />20.0 <br />TOE - <br />/ / 12 T II. TOE <br />120. TOP i II41.3 TOE 116.7 T� 114.3E � <br />s <br />0 <br />12 .8 T iNo \ <br />o <br />\aa� <br />0 oI <br />m o <br />ri <br />1 1.1 T Pl <br />\0�0 <br />p \01)*o 1120 TOP to <br />113 TOE <br />9.2 TDP 106.6 TOE \� l l a o z <br />� <br />-120 <br />b <br />I I` 4TOE 7 TO 106.5 TOE °do? I \ob • v <br />~ P <br />118.1 TOE 1182 TOE -� 8.0 _ 107.0 TOE <br />o 10.4 T E I <br />' 1 r 122.0 T b0 p <br />lla.q <br />TOE -- - - 118b TOE�� 2 `\� IOgb E 20. OF r \\p' 0 <br />P116.o f�i 3 TOE II b TOE \\� Q ° 1012 TOE <br />121.7 TOP ` INA TOE t Q <br />120.q <br />TOE _ 120.1 TOE 0 0 101.5 TO 69). <br />TOP TO 121.6 TDP \\V� <br />I L 121.0 TOE 120.0 TOE ° <br />122 TOE <br />.3 -JP ° <br />IK 6 <br />120.6 TOE IIC1.0 TOE Ug \ <br />0 <br />II01.7TOE 118.6 TOES! 101.5 TOE <br />I TO �41 TOE <br />1111.2 TOE, 117.8E <br />-Ila.6 TO <br />118.2 TOE 118.9 T 1175 TO <br />118.6 TOE- -jl7 :41 TO <br />1185 18A TOE 117.5 TOE <br />SCALE 1 " = 50' 117.6 TOE <br />EXISTING TOPOGRAPHY LECGEND: <br />- - _ - <br />PROPERTY LINE <br />ASPHALT CURB <br />6' WIRE FENCE <br />x-�- <br />TOE OF BANK <br />- - - - - <br />TOP OF BANK' <br />n <br />GROUND ELEVATION <br />,115.6 <br />TOE OF BANK ELEVATION <br />,I1q.6 <br />TOP OF BANK ELEVATION <br />"IIL47 P <br />PAVEhENT'ELEVATION <br />07 <br />118.0 TOE 0 <br />m <br />It <br />0 <br />ON <br />