|
�M
<br />crm
<br />Zr
<br />-FRAME & COVER
<br />RIM ELEV. 99.83
<br />MIN.
<br />48"
<br />a
<br />a
<br />INV. 85.68- DETAIL A
<br />EXIST 45" 55MH
<br />NOT TO SCALE
<br />INV.
<br />INV. 85.78
<br />_f�LBDIVIS= o
<br />0
<br />ON ARr /
<br />40' — —7--
<br />ELEV. 10150
<br />—ELEV.10150
<br />PAD
<br />PARCEL 4
<br />q°.
<br />9b
<br />`:: INV. 6155
<br />SLBDIVISION ! _ p
<br />PLACE 4' 55 �OPERtt LII•JE/(•
<br />PLACE DRAIN INLET
<br />SEE °0 (CN-DW,a eb�'
<br />INV. e0�'
<br />0°- o
<br />EX MN
<br />HAMMOND °2 °E�55MH1
<br />_—ob E%.WV. OSE%. PE �fX SX
<br />d bE. PP.
<br />5TREET
<br />q o� E%. KH
<br />\ b^ I.fSMN. I�%. SIGN
<br />Ex 516N O
<br />Ex,
<br />III �°a o
<br />0 °°b�I xM 1w IIx
<br />w "I I li W �II II
<br />'Iu ^ l N
<br />0
<br />0�, fX.55 . a
<br />W M
<br />WI ry IN I0�E0 PP
<br />101
<br />IR I le
<br />F/L 100.05 00°' °0"0 °°e 1 F/L 100.05
<br />l 1
<br />BOW 10050 a BOW 10050
<br />bz
<br />SUBDIVISION
<br />o77,_ l0_ BOVIVAR�R
<br />Y t C
<br />PROPERTY LINE o°'•
<br />° \ll I :e bR°tDE TO DRAIN _
<br />F/L 99.92 F/L 99.92
<br />BOW 10091 IOO 1 I 50011 .51 40'
<br />75� o
<br />°°
<br />° 5. ELEV. 10162
<br />o°e2 PA PARCEL I
<br />000 10' P.U.E. b A �O
<br />o°
<br />Ex P.P.
<br />e jb. b,u PLACE PIPE GATE
<br />1 (SEE SHEET NO. 5)
<br />15 '
<br />100.1P
<br />PLACE I' WATER `NICE w 20PU.E.
<br />PUE
<br />A'''ttV:WA A� tl
<br />— — _
<br />ROM.'
<br />}�• EmY t4.T4:W0%CH/.f4:4" —
<br />_ 5 wx•rnv.�•��uy .w.mv4 x$.`:�•:1vxpw.: mx: —�-►
<br />:...•%6:WWY7krii•%W •YF•'.'U.W" •4...
<br />_ �o°' : • m:•ar�•mv�•rvz :W}mWtick:Wtm: imr.'orya e•
<br />aNWnvMvava
<br />40' % .. %r: I.lr•YYIX 4..a. .Gm•RWWmWR•m:' I .
<br />BOW 99.14 W:%rt_x4ngnMaeac:4{.
<br />25' 1-1/2% 1-1/2%_ BOW 99.14 B }
<br />PARCEL 5 ELEV. 100.85 9 12'x24' C5P
<br />PAD \ �F/L 99.21 100,01 F/L 99211 I�f! �1 (&A. 14) NTH F.E.S.
<br />ELEV. 100.85
<br />PAD PARCEL 2 1
<br />1
<br />4,y �l �O
<br />_771 0
<br />RUE.
<br />aglb e BOW 9954
<br />16"x150' CSP SD PLACE DRAIN 11
<br />(6A. 14) `"EE (GW -0I4)
<br />INV. 9563
<br />INV. 94.92
<br />PROPERTY LII
<br />V CHAIN LINK f
<br />NOTE5:
<br />I. ALL 6RADIN6 SHALL COMPLY WITH 2001 C.B.G. CHAPTER
<br />16 AND APPENDIX 55.
<br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO
<br />I VERTICAL.
<br />5. A STATE NATIONAL POLLUTANT DISCHAR6E ELIMINATION
<br />5Y5TEM (NPDES) CONSTRUCTION PERMIT NOTICE OF INTENT
<br />(NOU SHALL BE FILED WITH THE STATE WATER RESOURCES
<br />CONTROL BOARD IF OVER ONE (U ACRE OF TOTAL &ROUND
<br />IS DISTURBED.
<br />REVISIONS I ;IPTIONDATE BY BENCHMARK ELEVATION:
<br />�
<br />JOB NO.: 010776P7
<br />DATE :
<br />SCALE HORIZ. :1"-30'
<br />SCALE VERT.:
<br />DRAWN
<br />DESIGN
<br />CHECK
<br />Q 0
<br />40 e
<br />0
<br />PLACE TYPE 2
<br />SEE (D -1a) ,
<br />b� \aq
<br />q
<br />I6"x160' G5P SD q°�
<br />(&A. 14)
<br />�— 10
<br />SECTION A—A
<br />NOT TO SCALE
<br />PLACE V CHAIN LINK
<br />WITH PLASTIC, SLATS
<br />ALL FOUR SIDES 0-12)
<br />bb 10 t
<br />STORM
<br />115 87_
<br />WATEREE
<br />RTNTION BASIN
<br />}
<br />PARCEL All
<br />/ dt
<br />1 — _DEFER TO D-24
<br />j/01
<br />r _ i / �r
<br />I PLACE N -W 1 1644
<br />Rp1AP // /101b� qqe
<br />V
<br />b�
<br />N1
<br />W. 9430/ /✓�,—
<br />X w ze
<br />o°
<br />PLACE EROSION CONTROL
<br />PIPE 0I5CHARSE 0-22)
<br />18"X129' C5P SO
<br />(&A. 14) Q
<br />q�a
<br />20' P.UE.
<br />GRAVELED ROAD
<br />b" AB
<br />e' P/L 6,
<br />0.8
<br />SECTION B—B
<br />NOT TO SCALE
<br />12' P/L
<br />PLACE DRAIN INLET STORM DRAIN POND VOLUME SECTION G—C
<br />SEE (GW -17I4) NOT TO SCALE
<br />INV. 9452 VOL.. 2 X GAR
<br />qb�b G (12,120X1.00) + (12,120X0.95) + (8015X0.80) + (2400X0.'75) + (42,500X30) = 0.55
<br />16,155
<br />A • 16,155 S.F.
<br />R 0.26'
<br />REQUIRED VOL. • 2 x 055 x 18155 x 26 = 21,540 G.F.
<br />\ TOP AREA- 8 6 5
<br />BOTTOM AREA=- '1 168 SQ..
<br />Ff.
<br />AVERAGE AREA= 4,111 SO. FT.
<br />POND VOL. - AVERAGE AREA x7
<br />4,111 x 1 . 52,9T1 G.F.
<br />pFOFESS/
<br />EARNEST F. SMITH — CIVIL ENGIN
<br />221 WEST OAK ST., SUITE B-2 PHONE (209) 334-6523
<br />LODI, CALIFORNIA 95240
<br />� cNL1f DATE: 9, _ ']1_ e,6
<br />R.C.E. NO.: 15372
<br />E. F. SMrrH, DESIGN ENGINEER EXP. DATE: 3-31-07
<br />ELM STREET
<br />STREET IMPROVEMENTS
<br />GRADING PLAN
<br />:PERTY LINE
<br />MN LINK FENCE
<br />SHEET
<br />7
<br />OF 9
<br />FILE NO. 010776P7
<br />J
<br />o Rt
<br />1101
<br />f500
<br />I
<br />�
<br />INV.
<br />INV. 85.78
<br />_f�LBDIVIS= o
<br />0
<br />ON ARr /
<br />40' — —7--
<br />ELEV. 10150
<br />—ELEV.10150
<br />PAD
<br />PARCEL 4
<br />q°.
<br />9b
<br />`:: INV. 6155
<br />SLBDIVISION ! _ p
<br />PLACE 4' 55 �OPERtt LII•JE/(•
<br />PLACE DRAIN INLET
<br />SEE °0 (CN-DW,a eb�'
<br />INV. e0�'
<br />0°- o
<br />EX MN
<br />HAMMOND °2 °E�55MH1
<br />_—ob E%.WV. OSE%. PE �fX SX
<br />d bE. PP.
<br />5TREET
<br />q o� E%. KH
<br />\ b^ I.fSMN. I�%. SIGN
<br />Ex 516N O
<br />Ex,
<br />III �°a o
<br />0 °°b�I xM 1w IIx
<br />w "I I li W �II II
<br />'Iu ^ l N
<br />0
<br />0�, fX.55 . a
<br />W M
<br />WI ry IN I0�E0 PP
<br />101
<br />IR I le
<br />F/L 100.05 00°' °0"0 °°e 1 F/L 100.05
<br />l 1
<br />BOW 10050 a BOW 10050
<br />bz
<br />SUBDIVISION
<br />o77,_ l0_ BOVIVAR�R
<br />Y t C
<br />PROPERTY LINE o°'•
<br />° \ll I :e bR°tDE TO DRAIN _
<br />F/L 99.92 F/L 99.92
<br />BOW 10091 IOO 1 I 50011 .51 40'
<br />75� o
<br />°°
<br />° 5. ELEV. 10162
<br />o°e2 PA PARCEL I
<br />000 10' P.U.E. b A �O
<br />o°
<br />Ex P.P.
<br />e jb. b,u PLACE PIPE GATE
<br />1 (SEE SHEET NO. 5)
<br />15 '
<br />100.1P
<br />PLACE I' WATER `NICE w 20PU.E.
<br />PUE
<br />A'''ttV:WA A� tl
<br />— — _
<br />ROM.'
<br />}�• EmY t4.T4:W0%CH/.f4:4" —
<br />_ 5 wx•rnv.�•��uy .w.mv4 x$.`:�•:1vxpw.: mx: —�-►
<br />:...•%6:WWY7krii•%W •YF•'.'U.W" •4...
<br />_ �o°' : • m:•ar�•mv�•rvz :W}mWtick:Wtm: imr.'orya e•
<br />aNWnvMvava
<br />40' % .. %r: I.lr•YYIX 4..a. .Gm•RWWmWR•m:' I .
<br />BOW 99.14 W:%rt_x4ngnMaeac:4{.
<br />25' 1-1/2% 1-1/2%_ BOW 99.14 B }
<br />PARCEL 5 ELEV. 100.85 9 12'x24' C5P
<br />PAD \ �F/L 99.21 100,01 F/L 99211 I�f! �1 (&A. 14) NTH F.E.S.
<br />ELEV. 100.85
<br />PAD PARCEL 2 1
<br />1
<br />4,y �l �O
<br />_771 0
<br />RUE.
<br />aglb e BOW 9954
<br />16"x150' CSP SD PLACE DRAIN 11
<br />(6A. 14) `"EE (GW -0I4)
<br />INV. 9563
<br />INV. 94.92
<br />PROPERTY LII
<br />V CHAIN LINK f
<br />NOTE5:
<br />I. ALL 6RADIN6 SHALL COMPLY WITH 2001 C.B.G. CHAPTER
<br />16 AND APPENDIX 55.
<br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO
<br />I VERTICAL.
<br />5. A STATE NATIONAL POLLUTANT DISCHAR6E ELIMINATION
<br />5Y5TEM (NPDES) CONSTRUCTION PERMIT NOTICE OF INTENT
<br />(NOU SHALL BE FILED WITH THE STATE WATER RESOURCES
<br />CONTROL BOARD IF OVER ONE (U ACRE OF TOTAL &ROUND
<br />IS DISTURBED.
<br />REVISIONS I ;IPTIONDATE BY BENCHMARK ELEVATION:
<br />�
<br />JOB NO.: 010776P7
<br />DATE :
<br />SCALE HORIZ. :1"-30'
<br />SCALE VERT.:
<br />DRAWN
<br />DESIGN
<br />CHECK
<br />Q 0
<br />40 e
<br />0
<br />PLACE TYPE 2
<br />SEE (D -1a) ,
<br />b� \aq
<br />q
<br />I6"x160' G5P SD q°�
<br />(&A. 14)
<br />�— 10
<br />SECTION A—A
<br />NOT TO SCALE
<br />PLACE V CHAIN LINK
<br />WITH PLASTIC, SLATS
<br />ALL FOUR SIDES 0-12)
<br />bb 10 t
<br />STORM
<br />115 87_
<br />WATEREE
<br />RTNTION BASIN
<br />}
<br />PARCEL All
<br />/ dt
<br />1 — _DEFER TO D-24
<br />j/01
<br />r _ i / �r
<br />I PLACE N -W 1 1644
<br />Rp1AP // /101b� qqe
<br />V
<br />b�
<br />N1
<br />W. 9430/ /✓�,—
<br />X w ze
<br />o°
<br />PLACE EROSION CONTROL
<br />PIPE 0I5CHARSE 0-22)
<br />18"X129' C5P SO
<br />(&A. 14) Q
<br />q�a
<br />20' P.UE.
<br />GRAVELED ROAD
<br />b" AB
<br />e' P/L 6,
<br />0.8
<br />SECTION B—B
<br />NOT TO SCALE
<br />12' P/L
<br />PLACE DRAIN INLET STORM DRAIN POND VOLUME SECTION G—C
<br />SEE (GW -17I4) NOT TO SCALE
<br />INV. 9452 VOL.. 2 X GAR
<br />qb�b G (12,120X1.00) + (12,120X0.95) + (8015X0.80) + (2400X0.'75) + (42,500X30) = 0.55
<br />16,155
<br />A • 16,155 S.F.
<br />R 0.26'
<br />REQUIRED VOL. • 2 x 055 x 18155 x 26 = 21,540 G.F.
<br />\ TOP AREA- 8 6 5
<br />BOTTOM AREA=- '1 168 SQ..
<br />Ff.
<br />AVERAGE AREA= 4,111 SO. FT.
<br />POND VOL. - AVERAGE AREA x7
<br />4,111 x 1 . 52,9T1 G.F.
<br />pFOFESS/
<br />EARNEST F. SMITH — CIVIL ENGIN
<br />221 WEST OAK ST., SUITE B-2 PHONE (209) 334-6523
<br />LODI, CALIFORNIA 95240
<br />� cNL1f DATE: 9, _ ']1_ e,6
<br />R.C.E. NO.: 15372
<br />E. F. SMrrH, DESIGN ENGINEER EXP. DATE: 3-31-07
<br />ELM STREET
<br />STREET IMPROVEMENTS
<br />GRADING PLAN
<br />:PERTY LINE
<br />MN LINK FENCE
<br />SHEET
<br />7
<br />OF 9
<br />FILE NO. 010776P7
<br />
|