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SEE SHEET 9 i 251 MEND.
<br />EASEMENT
<br />T2�OO FC 11$74 r''. ,'1 �r�-10' PUE �(
<br />54
<br />o i 121.20 PAD 121.00 FG
<br />-- - - - - -- 121
<br />1[. 9 et5 191 9 1 I _ I2C D] Ibl( 1999 12P] ¢] 2 119...
<br />5' P.S.D.E.
<br />1
<br />71
<br />10' PUE
<br />122.40 PAD i ')
<br />7111 e 211 120 ill 1 ,V 4� Rt v S
<br />p 1.1 \
<br />�2p FO 1 p0�0j r0' 52
<br />----- - - - - -- I I I A V 121.20 PAD
<br />r �
<br />.1. 1.1. 1222 ,ne 1211 I'll 1213 12 J 53 201 \ J A Ii9.a 1211 1 p r�GA
<br />A A \ 1
<br />- %2 - NI
<br />c �r - �- �� 120.201 TO/NP 120.80 PAD
<br />Izr 9 122.40 PAD
<br />122, 122 121.e 12LJ ,z,.5 12 21. pp• 1212 12x.,1 31 1IN15 ..
<br />11
<br />1 120.051 TC
<br />12" SD 10' PUE
<br />�00 7�o-10' PUE
<br />-�
<br />�1
<br />�
<br />-1221 12,9 I.1.9 1�, a 1 12,2 ,,,�CB18
<br />�, Ill 103
<br />(/j o 15SD CB15 _ =
<br />-SD_ -4-3-'-
<br />KI DRIVE iG
<br />B
<br />SDMH 12
<br />SDMH 11 15" SD
<br />r
<br />I .Za111 ZIB 1219 121
<br />1211
<br />RO.
<br />51 v
<br />10' PUE
<br />12..9--�0°_-
<br />,20.90 PAD
<br />1221 2 12,1ao.,z1, \1_ ,221.5
<br />12" SD 70' PUE 50 \xi�
<br />v 49
<br />45 Os \ \ \ \ \ 120.80 PAD
<br />212 111.9 1,219 46 Ip91 11 �' �� 1215 122,_3 \ 1211,'70 PAD ,2.., A 120A 123.. A \ ,220., 1✓
<br />12.1
<br />101 PUE --10' PUE \1211\ \ \
<br />I 122.60 PAD 1 122.50 Pan 1 r
<br />A�1 A 1219 1 1 ,219 ,213A 121 11 205 1. 1.9
<br />TI -i1 1 ' 48
<br />I L -J 2� t yo 120.60 FG
<br />5' P.S.D.E. F-- 111. 1
<br />1.,y 122.40 PAD
<br />[z3 n2.r 1221 12v1 I'lla. V r2u 12 S.2 ,911 QFC rao.e 121 7915
<br />1�c N ^ � c c 1119 ,rye. v1 J '2??0I 121 X215 ,z,1 1211 122 1v.1
<br />221 111.2 22 2,
<br />- F0, _ 121.1
<br />/ 50' R/W ,229 7212
<br />221 221 125 1 / 1211 1 ill IZ I' .1.1.9 1f1 711,
<br />1228
<br />1 47 1 211
<br />1 w
<br />123.40 PAD N
<br />,11.1 1122 1223 1219 1 121.3
<br />,211 121.1
<br />1 II
<br />123.3 I �� I I ^° 212
<br />�d I 0� m z
<br />.1. 23 '2zJ ITCH ,221 '.`L`L' 192..5 12 11.3 1229e 229
<br />?o L - / END CURB AND GUTTER
<br />,11.9
<br />END CURB AND GUTTE4 11�j° PG
<br />_ _ - D 121.9
<br />112 z9 _✓
<br />2.2 !Z26 9] 1121 e� 91] '20Y
<br />,13., 12200 NC .219 ,2 .21.9
<br />123.95 AC/MATCH 123123 6
<br />1&.
<br />„111 1261
<br />120.9
<br />SCALE: N 1" = 40'
<br />I
<br />19 G� DCIIC
<br />119.3 ,,J
<br />~
<br />(0.5' TO 1.2')
<br />1213 2 -1 SECTION A -A
<br />N.T.S.
<br />,191 ,lee
<br />1 7 121 1 121,6 _ 'li9 1231 _
<br />- 123.9 122]121 l 12' 1 121 1
<br />- - - - - - - - - - - - - - - - - - - - ' - - - _ - - - - - - - - - - - - -. - - - - _ - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - 1,3 - - - - - - -ran- - - - -
<br />LINNE ROAD
<br />LEGEND
<br />AC.
<br />ASPHALT CONCRETE
<br />GB
<br />GRADE BREAK
<br />TC,
<br />TOP OF CURB
<br />(TYP.)
<br />TYPICAL
<br />W
<br />WATER
<br />SS
<br />SANITARY SEWER
<br />SD
<br />STORM DRAIN
<br />INV
<br />INVERT
<br />E/P
<br />EDGE OF PAVEMENT
<br />F. F.
<br />FINISH FLOOR
<br />SEE CONSTRUCTION NOTES
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />O
<br />EX, POWER POLE
<br />STA.
<br />STATION
<br />CL
<br />CENTERLINE
<br />PROPOSED STREET LIGHT
<br />EX
<br />EXISTING
<br />PROPOSED CATCH BASIN
<br />OG
<br />ORIGINAL GROUND
<br />,�,
<br />PROPOSED FIRE HYDRANT
<br />�/
<br />BEFORE YOU DIG
<br />SDMH
<br />PROPOSED STORM
<br />PROPOSED WATER WALVE
<br />•
<br />SSMH
<br />DRAIN MAINTENANCE HOLE
<br />D°
<br />EXISTING WATER VALVE
<br />•
<br />PROPOSED SANITARY SEWER MAINTENANCE HOLE
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />HP
<br />HIGH POINT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />LP
<br />LOW POINT
<br />. TOLL FREE 1-800-227-2600
<br />FG
<br />FINISHED GRADE
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />B.C.I.D.
<br />BANTA CARBONA IRRIGATION DISTRICT
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />P. S. D. E.
<br />PRIVATE STORM DRAIN EASEMENT
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E ® 800-743-5000
<br />
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