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<br />SECTION A -A
<br />N.T.S.
<br />SEE SHEET 7 ,-
<br />, / - \ �V 17.1 ,2 k
<br />/ A V 122.90 PAD J
<br />/ 1 \ 1211
<br />16 12z.00 PPD ,2.2/ IT ].r\1211 rua �9u 1171 J
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<br />SCALE: N 1" - 40' 12 / , \ ,' - - 18"SD
<br />r,.1 11 z .4 `` / A \ 12 .62 TC r°1 � _ SDMH 6 f :!i
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<br />1
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<br />z / / \ \ 122.50 PAD %
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<br />12
<br />13
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<br />\ 122.90 PAD /
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<br />r19/N I1z6 1125 / 11 222 \ ,�. / 12p 60'
<br />,121 ��O 721 72x. / _ 1 2 z \ V / ]121 / r
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<br />79f V 114 92 1 / ,� 799. 1221 r¢
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<br />a. 72x3 11
<br />,
<br />/ \ 123.60 PAD
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<br />122.85 PAD I I
<br />123.90 PAD
<br />/1
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<br />/ // 2.11
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<br />122.30 PAD
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<br />120175 Ic � -
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<br />41
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<br />\ 122.80 PAD I
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<br />60
<br />PC
<br />121, 1221 -1-22.
<br />112, 1211 Ill, 20 1111 "
<br />123.00 PAD
<br />10' PUE
<br />I I I
<br />_25 115 1¢J 191.9
<br />III` "I 111.5 111
<br />124.1a
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<br />31 11x5 J ns / rade 1 ,221 1219 1G 1211 1211 72� 1221 ,119 7111 1215 1211
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<br />124.20 PAD 1, ao�C
<br />12662
<br />/ $ \ 2� / a5, 12219nG C133'�� / / / \ \ / / 50' R W
<br />112 v / ,/ 1111 v v, 9 62x1
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<br />12.1 s TC \ \ / / 7
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<br />124.80 PAD \\ // SDMH / 28 \\ \✓/ /// �P
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<br />124.20 PAD
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<br />n ,2 I 231 � ' 7211
<br />11 G \ 1 \
<br />7 \ \ \ \ \ \ , / 122 2.77 TC\ 1ti pp (p \ 124.20 PAD 10' PUE SI
<br />12540 PAD C82 \ \ ,0' PUE / / ^ \ \ I Q
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<br />6 // P��
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<br />1 20 FG U
<br />AV \ ` 73 74TA
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<br />124.75 PAD A \122B
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<br />1249 i /
<br />512.2 �.1
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<br />125.70 PAD z /
<br />LEGEND
<br />114 v 212v 1 39� �.
<br />N \ \
<br />AC.
<br />1211
<br />1115
<br />1915
<br />119.7
<br />(TYP.)
<br />W
<br />WATER
<br />rail
<br />111
<br />STORM DRAIN
<br />i9
<br />_25 115 1¢J 191.9
<br />III` "I 111.5 111
<br />124.1a
<br />,
<br />e _ v 12
<br />31 11x5 J ns / rade 1 ,221 1219 1G 1211 1211 72� 1221 ,119 7111 1215 1211
<br />/
<br />124.20 PAD 1, ao�C
<br />12662
<br />/ $ \ 2� / a5, 12219nG C133'�� / / / \ \ / / 50' R W
<br />112 v / ,/ 1111 v v, 9 62x1
<br />\ / /
<br />12.1 s TC \ \ / / 7
<br />C�
<br />\\
<br />124.80 PAD \\ // SDMH / 28 \\ \✓/ /// �P
<br />\ \ 11 ( /
<br />124.20 PAD
<br />1213 \ IN2 124, / / 131 12 ,s �724
<br />� J 7 ,2„ < 1212 uI
<br />n ,2 I 231 � ' 7211
<br />11 G \ 1 \
<br />7 \ \ \ \ \ \ , / 122 2.77 TC\ 1ti pp (p \ 124.20 PAD 10' PUE SI
<br />12540 PAD C82 \ \ ,0' PUE / / ^ \ \ I Q
<br />19� ,1.1 / e14A A,24x . ,2,1 / y1 A / 1
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<br />/ A V 123.00 TC / 12
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<br />6 // P��
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<br />125.40 PAD A V / SDMH�ip V A 29 Y
<br />1 20 FG U
<br />AV \ ` 73 74TA
<br />124.20 PP
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<br />124.75 PAD A \122B
<br />/ A Al11:11
<br />1249 i /
<br />512.2 �.1
<br />5' P.S.D.E. 12359 TC /
<br />125.70 PAD z /
<br />LEGEND
<br />114 v 212v 1 39� �.
<br />N \ \
<br />AC.
<br />ASPHALT CONCRETE
<br />GB
<br />TC.
<br />TOP OF CURB
<br />(TYP.)
<br />W
<br />WATER
<br />SS
<br />SO
<br />STORM DRAIN
<br />INV
<br />E/P
<br />F. F.
<br />EDGE OF PAVEMENT
<br />FINISH FLOOR
<br />Z
<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 />P.S.D.E.
<br />HP
<br />HIGH POINT
<br />LP
<br />LOW POINT
<br />FG
<br />FINISHED GRADE
<br />GRADE BREAK
<br />TYPICAL
<br />SANITARY SEWER
<br />INVERT
<br />SEE CONSTRUCTION NOTES
<br />EX. POWER POLE
<br />PROPOSED STREET LIGHT
<br />PROPOSED CATCH BASIN
<br />PROPOSED FIRE HYDRANT
<br />PROPOSED WATER WALVE
<br />EXISTING WATER VALVE
<br />PRIVATE STORM DRAIN EASEMENT
<br />v ,
<br />114 / 911 124 114
<br />/
<br />\ / / 123.40 PAD
<br />SEE SHEET 5
<br />1235
<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 ® 800-743-5000
<br />"1 1121 1224
<br />Ill l 1221 121.5 111.4
<br />7211 114 ,11.4 rz1J
<br />111/ 1115 7224 1924
<br />
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