|
t
<br />+-54.(o
<br />-+ 34.7
<br />34.4�s
<br />r.._-, �34 50_
<br />M
<br />+34.5
<br />t _
<br />X00 ,
<br />r1-\15AvJPoQ P.G.dE. POLE / a"moo tivN CT\� �-�- - - -T-
<br />EASEMENT
<br />- - - - - Cg :' ST/6 16ts0' l�r?s GT a
<br />M7NDERGROUND TQ �lTC71P�W ELL �n1 ELL 5= 0.000 5 272.04' A - - - -".01 STA 4 t$ I? F M t ET H..__L N
<br />+34.1 O / - - - - - - - ._ dr< u .va,
<br />6 / C8
<br />g99 \ 1ae
<br />45�1.672 AC /a'T . t _,....,..... ti . ,,
<br />'Elm_ rio l
<br />�wi Avg rsne;: u
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<br />e-
<br />-1 292.70'
<br />_
<br />�`"� - - - 292. ►o'
<br />9 h - - -np„od
<br />ap r �,aroc, w tr >- -w nrF Spa xE,.iu
<br />/67.3 2atprovad, (ig
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<br />C6 / I 1%EPA61E PITh o ti t ,
<br />X I 17 r r
<br />�
<br />10' P.U.E. TO ,--� � NOTES - � �� .�n=�.., „_ .. ••�n,,.
<br />BE DEDICATED I
<br />+34.4
<br />+34.2
<br />P.G.dE. POLE
<br />EASEMENT W ELL.
<br />O.R. 317-90 0 A
<br />2.180 AC. MALL T�(PE "6" F3ARR1CArjE PE2
<br />hTA. 0)415?-, -o 41P 4
<br />I /
<br />4306�� \Nh-rb LL T`(PE "175" 5AV- VZ I CAD E
<br />EX1`7T ►RQ�G�ATtoN WELD, -�r� PER °7,1. CO. 410- PLbj-J A, -c) --1
<br />I ii TO CE AQ�Aa10oN�D �` /
<br />O / / Nk
<br />434.6
<br />\ � +33.9 4
<br />\ \ ` 1.966 AC.
<br />+35.7
<br />+33.7
<br />+36.0
<br />\� l
<br />110 t70MEhT1C WEL.t_1:2 EA67- OF PtZf»EGT. PUt3l�SG WCL.
<br />Fast MoR.n.t>A �(-�It Psb �►O , 2 4 y
<br />K7-AREh'f yEE.PA(,_
<br />.g= E Az2T or C�
<br />PIT 1147
<br />'
<br />y0
<br />hry
<br />1. STRELT StCalUh AND MARK.I►-IGh `iWALL
<br />C
<br />a Fi�a�tlMlt`TEL`; looc� Ep.yY of �nt��raTld�t� 1 ETA1S.
<br />DELTA
<br />34.3
<br />TAN.
<br />CHORD
<br />BEARINGS
<br />1
<br />275
<br />44'
<br />3+.%S
<br />51"
<br />211.49
<br />206.32
<br />S21°
<br />53'
<br />25"E
<br />+
<br />50
<br />�U
<br />14'
<br />33.5' 0
<br />>
<br />AN t
<br />ff
<br />Ptt..,
<br />tel r s+= I
<br />fES3l0
<br />- - - - - - -464.41'- - - -
<br />- - - - - -
<br />48"E
<br />3
<br />50
<br />98°
<br />18'
<br />' r
<br />. ,
<br />57.83
<br />75.65
<br />N44"
<br />01'
<br />5' P.U.E. TO
<br />BE DEDICATED
<br />+34.3 k5 =
<br />-
<br />+34.8 550. oo'
<br />-
<br />- - - -
<br />22'
<br />,
<br />40.80
<br />63.22
<br />S44°
<br />20'
<br />21
<br />y 'tl t2•St-E a
<br />u
<br />TO S.J. CO. +34.9s_
<br />�
<br />16'
<br />+34.4
<br />74.42
<br />46.04
<br />I)3
<br />N53°
<br />48'
<br />13"W
<br />6
<br />50
<br />36°
<br />04'
<br />(oVERHct,\Cn �jt✓.'T•�
<br />31.47
<br />16.28
<br />30.96
<br />+35.3
<br />I
<br />54"W
<br />7
<br />325
<br />13'
<br />09'
<br />24"
<br />74.63
<br />37.48
<br />74.47
<br />N40°
<br />39'
<br />12"W
<br />8
<br />325
<br />34'13'
<br />00"
<br />civ
<br />100.03
<br />191.22
<br />S16°58'
<br />00"E
<br />9
<br />20
<br />W
<br />50'
<br />00"
<br />31.71
<br />7
<br />28.49
<br />+34.5
<br />16'
<br />7
<br />1.500 AC.
<br />10
<br />�
<br />�7
<br />I
<br />�
<br />307.30
<br />168.66
<br />294.04
<br />N58"
<br />41'
<br />26"E
<br />34.1
<br />+
<br />12,00o F'1 z
<br />LEACH �
<br />I
<br />150' N1tN R'p pvr
<br />d0
<br />-
<br />Uj
<br />I
<br />% 'h [.L'.i7'/�G••rir
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<br />f �
<br />� �----
<br />X00 ,
<br />r1-\15AvJPoQ P.G.dE. POLE / a"moo tivN CT\� �-�- - - -T-
<br />EASEMENT
<br />- - - - - Cg :' ST/6 16ts0' l�r?s GT a
<br />M7NDERGROUND TQ �lTC71P�W ELL �n1 ELL 5= 0.000 5 272.04' A - - - -".01 STA 4 t$ I? F M t ET H..__L N
<br />+34.1 O / - - - - - - - ._ dr< u .va,
<br />6 / C8
<br />g99 \ 1ae
<br />45�1.672 AC /a'T . t _,....,..... ti . ,,
<br />'Elm_ rio l
<br />�wi Avg rsne;: u
<br />L r 0. _z sto_, ts.
<br />e-
<br />-1 292.70'
<br />_
<br />�`"� - - - 292. ►o'
<br />9 h - - -np„od
<br />ap r �,aroc, w tr >- -w nrF Spa xE,.iu
<br />/67.3 2atprovad, (ig
<br />CIO Ct/ / - FL P12'r SvJAL.E Ll -,(P) <�awrha lulqa° j_.---
<br />s-
<br />I-tA
<br />Ti. \\ / � I r2,oav FT1 LEAcN
<br />f/ AF -GA CTIP) I :.r• a , , „
<br />C6 / I 1%EPA61E PITh o ti t ,
<br />X I 17 r r
<br />�
<br />10' P.U.E. TO ,--� � NOTES - � �� .�n=�.., „_ .. ••�n,,.
<br />BE DEDICATED I
<br />+34.4
<br />+34.2
<br />P.G.dE. POLE
<br />EASEMENT W ELL.
<br />O.R. 317-90 0 A
<br />2.180 AC. MALL T�(PE "6" F3ARR1CArjE PE2
<br />hTA. 0)415?-, -o 41P 4
<br />I /
<br />4306�� \Nh-rb LL T`(PE "175" 5AV- VZ I CAD E
<br />EX1`7T ►RQ�G�ATtoN WELD, -�r� PER °7,1. CO. 410- PLbj-J A, -c) --1
<br />I ii TO CE AQ�Aa10oN�D �` /
<br />O / / Nk
<br />434.6
<br />\ � +33.9 4
<br />\ \ ` 1.966 AC.
<br />+35.7
<br />+33.7
<br />+36.0
<br />\� l
<br />O HELL
<br />+34.0
<br />C2/
<br />TO
<br />S. J. CO.
<br />I�
<br />'
<br />y0
<br />hry
<br />1. STRELT StCalUh AND MARK.I►-IGh `iWALL
<br />C
<br />RAD.
<br />DELTA
<br />LENGTH
<br />TAN.
<br />CHORD
<br />BEARINGS
<br />1
<br />275
<br />44'
<br />03'
<br />51"
<br />211.49
<br />111.29
<br />206.32
<br />S21°
<br />53'
<br />25"E
<br />2
<br />50
<br />490
<br />14'
<br />55"
<br />42.98
<br />22.92
<br />41.67
<br />S68'
<br />32'
<br />48"E
<br />3
<br />50
<br />98°
<br />18'
<br />22"
<br />85.79
<br />57.83
<br />75.65
<br />N44"
<br />01'
<br />05'W
<br />4
<br />50
<br />78'
<br />25'
<br />22'
<br />68.44
<br />40.80
<br />63.22
<br />S44°
<br />20'
<br />47"W
<br />5
<br />50
<br />85'
<br />16'
<br />38"
<br />74.42
<br />46.04
<br />67.74
<br />N53°
<br />48'
<br />13"W
<br />6
<br />50
<br />36°
<br />04'
<br />00'
<br />31.47
<br />16.28
<br />30.96
<br />N29"
<br />11'
<br />54"W
<br />7
<br />325
<br />13'
<br />09'
<br />24"
<br />74.63
<br />37.48
<br />74.47
<br />N40°
<br />39'
<br />12"W
<br />8
<br />325
<br />34'13'
<br />00"
<br />194.09
<br />100.03
<br />191.22
<br />S16°58'
<br />00"E
<br />9
<br />20
<br />900
<br />50'
<br />00"
<br />31.71
<br />20.29
<br />28.49
<br />S45°
<br />16'
<br />30"E
<br />10
<br />300
<br />58°
<br />41'
<br />26"
<br />307.30
<br />168.66
<br />294.04
<br />N58"
<br />41'
<br />26"E
<br />O HELL
<br />+34.0
<br />C2/
<br />TO
<br />S. J. CO.
<br />I�
<br />'
<br />y0
<br />hry
<br />1. STRELT StCalUh AND MARK.I►-IGh `iWALL
<br />3
<br />®
<br />x
<br />x
<br />1.538 AC.
<br />x
<br />x
<br />x
<br />x
<br />CONfO1ZA� To i1NE e77ATG OF CAL110s sty
<br />`I
<br />'TRA=FIG M/>NiJA,L. AND h•�. C.QUt..�_;.
<br />,jl'rG. Coif
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<br />W
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<br />1
<br />,
<br />0 , ,__10d
<br />Mf�,l. _(TYPO-To..L.EIIGFI
<br />'' WELL
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<br />150' N1tN R'p pvr
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<br />I i
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<br />Uki P?
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<br />(
<br />II
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<br />O
<br />�k
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<br />+33 8
<br />I
<br />I
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<br />I
<br />x
<br />(
<br />x
<br />J
<br /><
<br />R L A"rT GO Wt"r
<br />I
<br />RETENTION POND
<br />I
<br />I
<br />35.0) LAG
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<br />CA
<br />_'_--i'
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<br />+32.9
<br />I 7
<br />��9 k
<br />_�_
<br />35 5
<br />w
<br />34.20
<br />+33.9 \ -- -
<br />-5A.25
<br />T� n CTy P t
<br />to
<br />W
<br />L
<br />IZjoaa FT7' LEAGLI /1.C'EA
<br />S6t PACaE F]75 2EQ' G,
<br />r
<br />SAO. +33.5 10 A 4D
<br />+33.4 I 34, 40
<br />- -- -_33472' -- - nn• t �j�
<br />NEAREW Dome4;rrlc. WELL. ►h APPco-4, 100,= ('ROM z1 Mt N.
<br />WEST FL hltARl'yr �jEEPAC�t: Pii 1`7 APPRD><' L1'yPICAL_ AI.L 4f'ouND
<br />FROM �•
<br />2�rt +3A,0 �oVt�oAe ( L rJfL�
<br />I. BEN CCHMARK- BRASS CAP IN CONCRETE CURB, WEST SIDE OF
<br />HIGHWAY 99 FRONTAGE ROAD.
<br />S.J. CO. 118.8 ELEV. 33.93
<br />2. ALL RILL A, -i) CN'r SLOPES Tb /3E NO 5TEEPEor- THAtJ
<br />TWO 714or-iz m-rAL-) TO GIDE 'VECTtcAL )
<br />9 THF. TOE OF F,OLL, SLOPES To BE A x-ri"IMu,"11
<br />OF 2 FE -&T Frtor-( THE, SITE T�r>Vtitala�* � ftJES .
<br />clEG"tlo M�/�•-A
<br />h! Ty
<br />A
<br />37'
<br />POND
<br />TO REMAIN
<br />+32.6 I I
<br />L--� +35.2
<br />PAD
<br />DOMESrIC. WELL I I
<br />iZlw t 3A, 1
<br />I +� I
<br />L-----j
<br />POND +326 I
<br />TO REMAIN
<br />1.500 AC.
<br />11
<br />JI Ex15r/N13 LEACHAREA I
<br />I
<br />II I
<br />C� I'3LA-" COUR-T R�VJ
<br />T. 1,z 4- 1 U
<br />R- 5 sECTIor� A -A °
<br />NT5 A
<br />335'
<br />DESCRIP71ON
<br />A4i 13UIL.T
<br />,.EA -R FIELD e
<br />LMy 2, 3. d.N
<br />1
<br />4
<br />x
<br />P
<br />1
<br />30,c7 1N\/
<br />Q IN'�i'TALL X510? drlCar 1 -- E
<br />DETAIL A-
<br />t 0 j -?0I
<br />Q
<br />O
<br />-J
<br />+ 2
<br />X DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVEYING
<br />8 South Hutchins Street
<br />Lodi, California 95240
<br />(209) 334-6613
<br />JOHNA THON ES TA TES
<br />IMPROVEMENT PLANS
<br />EXIS77NG TOPO. & GRADING PLAN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DAT SCALE. 1 "=40' APPROVED BY, SHEET NO.
<br />11 ec� DESIGNED BY. j H DATE 2
<br />4�o DRAWN BY.• J M F 7 SHEE
<br />z -/-j BY raja' DIRECTOR OF PUBLIC WORKS JOB NO.
<br />SAN JOAQUIN COUNTY, CALIF. 8611
<br />AS BUILT BY. J M
<br />1 _ 1
<br />3
<br />®
<br />1.538 AC.
<br />+33.8
<br />,jl'rG. Coif
<br />T�t�i� r; JLC EXGES�i T'J1IZT,
<br />`2PREAD \7►SZT
<br />TOWA RD
<br />EVEN4U-( ArJIJ ^,e-',e
<br />6LATT GOUrZT A<i
<br />FE2.
<br />w
<br />34.20
<br />+33.9 \ -- -
<br />-5A.25
<br />T� n CTy P t
<br />to
<br />W
<br />L
<br />IZjoaa FT7' LEAGLI /1.C'EA
<br />S6t PACaE F]75 2EQ' G,
<br />r
<br />SAO. +33.5 10 A 4D
<br />+33.4 I 34, 40
<br />- -- -_33472' -- - nn• t �j�
<br />NEAREW Dome4;rrlc. WELL. ►h APPco-4, 100,= ('ROM z1 Mt N.
<br />WEST FL hltARl'yr �jEEPAC�t: Pii 1`7 APPRD><' L1'yPICAL_ AI.L 4f'ouND
<br />FROM �•
<br />2�rt +3A,0 �oVt�oAe ( L rJfL�
<br />I. BEN CCHMARK- BRASS CAP IN CONCRETE CURB, WEST SIDE OF
<br />HIGHWAY 99 FRONTAGE ROAD.
<br />S.J. CO. 118.8 ELEV. 33.93
<br />2. ALL RILL A, -i) CN'r SLOPES Tb /3E NO 5TEEPEor- THAtJ
<br />TWO 714or-iz m-rAL-) TO GIDE 'VECTtcAL )
<br />9 THF. TOE OF F,OLL, SLOPES To BE A x-ri"IMu,"11
<br />OF 2 FE -&T Frtor-( THE, SITE T�r>Vtitala�* � ftJES .
<br />clEG"tlo M�/�•-A
<br />h! Ty
<br />A
<br />37'
<br />POND
<br />TO REMAIN
<br />+32.6 I I
<br />L--� +35.2
<br />PAD
<br />DOMESrIC. WELL I I
<br />iZlw t 3A, 1
<br />I +� I
<br />L-----j
<br />POND +326 I
<br />TO REMAIN
<br />1.500 AC.
<br />11
<br />JI Ex15r/N13 LEACHAREA I
<br />I
<br />II I
<br />C� I'3LA-" COUR-T R�VJ
<br />T. 1,z 4- 1 U
<br />R- 5 sECTIor� A -A °
<br />NT5 A
<br />335'
<br />DESCRIP71ON
<br />A4i 13UIL.T
<br />,.EA -R FIELD e
<br />LMy 2, 3. d.N
<br />1
<br />4
<br />x
<br />P
<br />1
<br />30,c7 1N\/
<br />Q IN'�i'TALL X510? drlCar 1 -- E
<br />DETAIL A-
<br />t 0 j -?0I
<br />Q
<br />O
<br />-J
<br />+ 2
<br />X DILLON ENGINEERING
<br />ENGINEERING PLANNING SURVEYING
<br />8 South Hutchins Street
<br />Lodi, California 95240
<br />(209) 334-6613
<br />JOHNA THON ES TA TES
<br />IMPROVEMENT PLANS
<br />EXIS77NG TOPO. & GRADING PLAN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DAT SCALE. 1 "=40' APPROVED BY, SHEET NO.
<br />11 ec� DESIGNED BY. j H DATE 2
<br />4�o DRAWN BY.• J M F 7 SHEE
<br />z -/-j BY raja' DIRECTOR OF PUBLIC WORKS JOB NO.
<br />SAN JOAQUIN COUNTY, CALIF. 8611
<br />AS BUILT BY. J M
<br />1 _ 1
<br />
|