|
SEE SHEET 10
<br />1a9 SCALE: 1" = 40'
<br />I
<br />it 1 66 1
<br />58 1
<br />121.70 PAD I � 150' R W
<br />I 20.50 PAD I i
<br />,213 2„ 2.. �1 � �� - - - - - - ,20._ - J ,246 121 1
<br />2n
<br />oF�
<br />1
<br />�L--- -- -- -- -- ---
<br />25' B.C.LD.
<br />22 2 "i,
<br />,te 2.1 ; EASEMENT „"' "9s
<br />67
<br />1 121.70 PAD
<br />,..2 ,zo.v I )211 130 1�+� 1202 57 rzae 1 12a4
<br />E - - - � ' �-�10' RUE
<br />1 120 .60 PAD /
<br />ill I Cn 219 11 "11201211Ill,11
<br />.l .1 �9 pGy/ ilfl9 fle 8.6
<br />2.
<br />� I
<br />e
<br />A A cr-i I
<br />1 68 1 I;�� �---------� e
<br />;.9 las Wl 1�6 1211 1l ¢�9 L'j 21l� 1211 !211 ro.l 1195 lies iieJ
<br />1121.90 PAD I N - - - - - '1 G 1112
<br />56
<br />n
<br />J 121, ,2
<br />- - ff ws 12a1 120.9
<br />Z�2111
<br />SOME1 14120.70 PADL 6 Jia 111.1 1205 ,208 1 ,20. nBb !18.1 ;fl2 fl.
<br />�' L _ ,Los
<br />I 69
<br />10' RUE ------ -1
<br />(I 1
<br />122.20 PAD - -- -.
<br />vz2 �� �,e m.9zu 11.1�iTC rzae , 2.912. 1791 vee
<br />I I I
<br />LIII�
<br />L - - - - - - - -JIn I 55
<br />Vl 1
<br />.� r21 va ,Lae 12'1 1112 12
<br />�I I2o.e [4J "1 I 2 11e1 119,4 „ez me
<br />I
<br />I
<br />,Ztio� f - - - l �c I 1 I 121.20 PAD
<br />21L ¢ ,D, 12,.: 1219 70 1211 II 11;2, 211 I I ,2UB / Ill, ,2t 119.9 119.,
<br />I^
<br />o122.20 PPA
<br />11
<br />1'1
<br />Li
<br />i
<br />,292 c., .124 �ce a9 2.4 n.l � 111.2 bn., ,21.1 vo. ,zo2 � rzae ,213 aaa .9a 11.2
<br />,2 .
<br />54
<br />i 1'1 121.20 PAD
<br />1�,., I 12oz
<br />"1_ ooF I I 121.11 111.1 71 121.4 � � 2 � I
<br />12µj �` „9.1
<br />4 � � 1202 � VSO
<br />122.40 PAD
<br />SEE SHEET 8
<br />LEGEND
<br />AC.
<br />A
<br />A
<br />TOP OF CURB
<br />W
<br />WATER
<br />SD
<br />STORM DRAIN
<br />N I
<br />EDGE OF PAVEMENT
<br />F. F.
<br />FINISH FLOOR
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />65
<br />STATION
<br />CL
<br />CENTERLINE
<br />EX
<br />EXISTING
<br />OG
<br />ORIGINAL GROUND
<br />I
<br />II
<br />PROPOSED STORM DRAIN MAINTENANCE HOLE
<br />�SSMH
<br />PROPOSED SANITARY SEWER MAINTENANCE HOLE
<br />HP
<br />HIGH POINT
<br />60
<br />I
<br />1
<br />FG
<br />5' P. S. D. E.
<br />�
<br />PRIVATE STORM DRAIN EASEMENT
<br />120.90 PAD
<br />�o I
<br />j
<br />PAD
<br />I
<br />I
<br />120.70
<br />18" SD10'
<br />PUE
<br />�
<br />�
<br />CBS i�
<br />C89 ,
<br />- - - -
<br />-
<br />-- - - - -
<br />- -
<br />- /
<br />,20
<br />DEPOT MASTER DR:
<br />3
<br />`A '2°'
<br />I
<br />_
<br />SDMH 7
<br />Q
<br />8 sD _
<br />---
<br />SOMH
<br />a
<br />i 59
<br />I
<br />.n
<br />CB7
<br />12040 P
<br />ryo�
<br />V�..
<br />I 120.2
<br />„fl9 ,Lo.[ •LC4 ,2P llle
<br />-�
<br />s
<br />18' SD
<br />10' PILE
<br />� -
<br />111
<br />------�
<br />I
<br />.----- _ J
<br />�Fv'
<br />i
<br />2.4 v�112
<br />214
<br />72
<br />1�1
<br />21l
<br />,k0.
<br />21r.,,.------
<br />I'll 10.2 Lal/12
<br />1a9 SCALE: 1" = 40'
<br />I
<br />it 1 66 1
<br />58 1
<br />121.70 PAD I � 150' R W
<br />I 20.50 PAD I i
<br />,213 2„ 2.. �1 � �� - - - - - - ,20._ - J ,246 121 1
<br />2n
<br />oF�
<br />1
<br />�L--- -- -- -- -- ---
<br />25' B.C.LD.
<br />22 2 "i,
<br />,te 2.1 ; EASEMENT „"' "9s
<br />67
<br />1 121.70 PAD
<br />,..2 ,zo.v I )211 130 1�+� 1202 57 rzae 1 12a4
<br />E - - - � ' �-�10' RUE
<br />1 120 .60 PAD /
<br />ill I Cn 219 11 "11201211Ill,11
<br />.l .1 �9 pGy/ ilfl9 fle 8.6
<br />2.
<br />� I
<br />e
<br />A A cr-i I
<br />1 68 1 I;�� �---------� e
<br />;.9 las Wl 1�6 1211 1l ¢�9 L'j 21l� 1211 !211 ro.l 1195 lies iieJ
<br />1121.90 PAD I N - - - - - '1 G 1112
<br />56
<br />n
<br />J 121, ,2
<br />- - ff ws 12a1 120.9
<br />Z�2111
<br />SOME1 14120.70 PADL 6 Jia 111.1 1205 ,208 1 ,20. nBb !18.1 ;fl2 fl.
<br />�' L _ ,Los
<br />I 69
<br />10' RUE ------ -1
<br />(I 1
<br />122.20 PAD - -- -.
<br />vz2 �� �,e m.9zu 11.1�iTC rzae , 2.912. 1791 vee
<br />I I I
<br />LIII�
<br />L - - - - - - - -JIn I 55
<br />Vl 1
<br />.� r21 va ,Lae 12'1 1112 12
<br />�I I2o.e [4J "1 I 2 11e1 119,4 „ez me
<br />I
<br />I
<br />,Ztio� f - - - l �c I 1 I 121.20 PAD
<br />21L ¢ ,D, 12,.: 1219 70 1211 II 11;2, 211 I I ,2UB / Ill, ,2t 119.9 119.,
<br />I^
<br />o122.20 PPA
<br />11
<br />1'1
<br />Li
<br />i
<br />,292 c., .124 �ce a9 2.4 n.l � 111.2 bn., ,21.1 vo. ,zo2 � rzae ,213 aaa .9a 11.2
<br />,2 .
<br />54
<br />i 1'1 121.20 PAD
<br />1�,., I 12oz
<br />"1_ ooF I I 121.11 111.1 71 121.4 � � 2 � I
<br />12µj �` „9.1
<br />4 � � 1202 � VSO
<br />122.40 PAD
<br />SEE SHEET 8
<br />LEGEND
<br />AC.
<br />ASPHALT CONCRETE
<br />TC.
<br />TOP OF CURB
<br />W
<br />WATER
<br />SD
<br />STORM DRAIN
<br />E/P
<br />EDGE OF PAVEMENT
<br />F. F.
<br />FINISH FLOOR
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />STA.
<br />STATION
<br />CL
<br />CENTERLINE
<br />EX
<br />EXISTING
<br />OG
<br />ORIGINAL GROUND
<br />�SDMH
<br />PROPOSED STORM DRAIN MAINTENANCE HOLE
<br />�SSMH
<br />PROPOSED SANITARY SEWER MAINTENANCE HOLE
<br />HP
<br />HIGH POINT
<br />LP
<br />LOW POINT
<br />FG
<br />FINISHED GRADE
<br />P.S.D.E.
<br />PRIVATE STORM DRAIN EASEMENT
<br />B. C. 1. D.
<br />BANTA CARBONA IRRIGATION DISTRICT
<br />PL
<br />SECTION B -B
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E 0 800-743-5000
<br />N.T.S.
<br />GB
<br />GRADE BREAK
<br />(TYP.)
<br />TYPICAL.
<br />SS
<br />SANITARY SEWER
<br />INV
<br />INVERT
<br />SEE CONSTRUCIION NOTES
<br />-p
<br />EX. POWER POLE
<br />---)N(
<br />PROPOSED STREET LIGHT
<br />€=
<br />PROPOSED PROPOSED CATCH BASIN
<br />A
<br />PROPOSED FIRE HYDRANT
<br />H
<br />PROPOSED WATER WALVE
<br />oa
<br />EXISTING WATER VALVE
<br />S' DC n1
<br />(Os' TO 1.2')
<br />SECTION A -A
<br />N.T.S.
<br />
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