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LE�E/VLD
<br />IW / Q PARCEL NuMEER E. P. EDC7E OF PAVEMEIU7- S = 0.101% SLOPE IN P4-RfE-AIT
<br />IV
<br />25' 25' SHOULDERS 4 BERM
<br />9O°o RELA7-/11E T?PE °B" BARRICADE Qa BEtjCH MARK 8- 37.00 ELEVA-fIP.V 'TOP OF BEP -t-1
<br />/ �f
<br />S[O F M.B. MAIL BOX
<br />I i I
<br />N ?Z� lgr 47 E EVIS710J6 W5LL7b REMAIQ i
<br />_ I of 0-/-00
<br />N 38n �9 4Ao.89 I _ 1-25 I' /sI'
<br />Q i EXIST/nlLa CORRAL I L��1Jy Ext9TIlki) WELL A. GRIVE 1 yl I
<br />h I SHED r1 � f
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<br />til
<br />STATE ° /�14NWAY
<br />D/YERT/Nds CA AIA L
<br />VIGIAJITY MAP
<br />A/O SCALE
<br />MOTES.
<br />1. ALL WORK SHALL CONFORM TO SAQ TOAPUIN COUNTY REQUIREMENTS.
<br />o a
<br />fv) ExlsTiuh p 3 2. ELEVATIONS ARE BASED ON U. S, Cq, 5, DATUM.
<br />g 36 pF-9 t WELL- Ni I Ail S. INDIVIDUAL LOTS SHALL RETAtnI /TS E6)u4L. SHAEE OF PeA/AlA6� FPoM T14A5 5UHj)IuI5IOAJ
<br />INCLupin/G ST¢EET DRAiMA6 -
<br />2 I L.F. , t + + C-�/ 4• FOR CONSTRUCTICN REQUIREMENTS SEE THESE PLANS AND SPECIAL
<br />o i I o Llm�f o�LI - -- —
<br />1 8 OO S. F.
<br />to taw !0 eq� Si�I✓1 -� �� I PROVISIONS FOR ANDERS COURT.
<br />j LY S-Ivrinw�L�e✓ �° j(� � I A, G. \ 11/E I I 5. IT SHALL EE THE CONTRACTORS RES PO NSIB/L/TY TO COORD/vATE THE REL OCA710tJ
<br />I�\
<br />w t- t p {. Iwtl = 6L 36,6 dd ++` I S � 1 � OF THE EXIST/NCS ANCHOR AND POWER POLE On/ WH/TE LAh1E,�ST/} ¢+35
<br />Q Q tv Z,30 A6, i SEPrIc lv I I I L_IJ 6. THE SITE IS PRESEti1TLY l,U AN ORCHARD. THE CONTRACTOR SHALL REMOVE RLL
<br />1 I� -3 �' 0VE12LkND �L-OL''� h _ _"Q _Tt1NK I j I �j IhI I I TREES FROM THE R/yHr OF WAY AS UES/GNATED BY THESE PLANS.
<br />i Vl ( �t15IfJ A�I: A
<br />'CF � tA + Q + , -� t,I Ip FI DISPOSAL of TH£ TREES AND STUMPS SHALL BE OFF 511-E.
<br />N O� \�1 Z,3Z AG v� B�DOG,F. I��jD�IS� 'L---Jn! EXCESS EXCAVATION SHALL BE SPREAD UA//FORM/Ly aN THE LOTS OS DIRECTED
<br />v Ato- EX n5l ''7 I`-'1-1 Z I 1 BY THE CONSULrINq E,l1C//NEER.
<br />C + Z 3'�' W L _ }173 n
<br />I.-=-__--__-__--_-- 8. CENTERLINE SURVEY MONUMENTS SEE DRW NO.
<br />� I � i � �- - 1 � ( G. f�-4) SHALL BE 3� IRON SURVEY
<br />n I re v i MOW/NG STRtp i �'i P/N SET BY THE CONSULT//VC/ EA1C71N£ER COA/TRACTOR SHALL /N5TALL THE
<br />I Z IG R: 3e NI FRAME AND COVEN ASSEMBL Y.
<br />Sy, 5s,v t� �� 8rC(ZM , A I�Pit G 11 (p, A 69".30 N I P�, 9 ; I 9. BENCH MARK -4 Q21.3 - SRA 55 CAP I,V COAICRETE /9'W,6-57- OF CEtv—rFRL/NE
<br />ARE- 4(e,94s _� : / 9 "p WHITE LANE - 210' NORTH OF CENTERLINE ARATA ROAD. fiE. 3/,71
<br />7z° 20 le 343,o0 ' �' GC= 42,24 A1,27° 35 + ��
<br />T- E 'B.„ / � � so• �% J0, OWNE2 To PAY IN• LIEN jZnA'D FEE ¢02 WHI'1E LAME STA, 0-iCl'J 40 2+00
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<br />e Soli. test '
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<br />sNEsr 2 -- ' _ 1.
<br />10� °� I /Z • Lor D E'xpANDE'D IoM ODIC INA(.. S(ZS of / /4 *Re's Ta 2,30 A46Es ,
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<br />N 33 WELL R' O9
<br />3 4 2.04 ' N '7Z° Z E tz- 30 ,
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<br />I o ARC = 47.39 + to I R,�s9It,
<br />Izo - -/ lo�tio
<br />+ Well A / R2 -N (oz °25 W ". 151' ' c
<br />o DEQ LAaD fl. of •� 91 W A L PSI 'l. � --f- - S'NSTALL DArE /
<br />ORCHARD W <y'� RPPtz«,E�o
<br />STREET SI LF 7Z
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<br />2 "A G # . /O"At3
<br />\�, ' 1000 BAS ItJ Nr� :�l \` POWER IOot E 1 -2 ST�EEET-
<br />I Zo �J 8800 G,�, ` TO 8E 'RELOCATED � " ' '
<br />1 u►I 3 • STZEET ( 2 AG, 6'A$ A (o4AS
<br />+ -t t + + t + + EYt orrfFsg + P.P.
<br />4.PRIME' COAT (S.C. 250
<br />WALNUT TREES 11 p�Ea1AN I31 5. STREET SLGiII
<br />(T Y P) 1
<br />�3<1 o } + + + + t 4- +- J t 1+ 1 fi 1 6. CENTERLII/E MO,VUMEMTS,
<br />L) I 37 7. REMOVE WAL W UT TREES.
<br />IZO I j( � I 1� �./�, I
<br />0 I fib' FEAPA(T'1P) + v' �� r. B. EXCAvAT/0iJ
<br />N + + } fi r -I- -+ -4 f + + 5 } + + k11
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<br />Zr,' TDAWITIONA //. ,PELOCATE. *15 Po LE
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<br />© 50 14,°ooOo"
<br />1110 OO'Oo" 910.86 82, 41 30/
<br />So 940 24' 35° 8-2.40 73, a 25°
<br />8 N 07' 42.5" E ouFlz t r.No FLaw !
<br />50 41° 24'39" 3(.•14- 3S. 3(o N BL' ° 97'42.5"W
<br />33628
<br />Shoutt?ER
<br />/3, /Z8
<br />PROF/[E rTRAOE
<br />2,¢38
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<br />(uRV1/Q VO. c� 5)
<br />SEE NOTE 9,
<br />FAG l-(
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<br />EAC N
<br />LUMP Sum
<br />lI / 8o
<br />OR IMPORT—
<br />A/AT/YE T
<br />/
<br />EA6c 4
<br />DESIGN R.P
<br />_" BY.
<br />(RECTOR UBLIC WORKS DATE
<br />9'
<br />I6�
<br />I6
<br />9
<br />s
<br />MATER/AL
<br />FR!'✓ATE WELL 10' FROM R Njru,
<br />Y4' IRON SURVEY Pr,V
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<br />CHECKED R.P. W..
<br />4,
<br />T (CAL Coos SErnoN
<br />V
<br />SCALE I"= 40�
<br />51rckmu -reit Wyk, S7DPMn,�
<br />100' FROM LEACH FIELD MiN
<br />DO NOT DISTURB
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<br />BE,e M 5TA
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<br />.• = 3.5 R.1/ALUE= 20
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<br />5611 bel I ° 6lbou•/�_,,
<br />CENTERLWE MONUMENT
<br />EXISTWC7 FENCE Od/
<br />"XX- - -
<br />loylt. S,�crmwuyCL.
<br />( DRWG NO. - 4 )
<br />CROSS SECT/O)Ll
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<br />SEcTIoN, SCS
<br />t
<br />CENTERLINE
<br />/ �f
<br />S[O F M.B. MAIL BOX
<br />I i I
<br />N ?Z� lgr 47 E EVIS710J6 W5LL7b REMAIQ i
<br />_ I of 0-/-00
<br />N 38n �9 4Ao.89 I _ 1-25 I' /sI'
<br />Q i EXIST/nlLa CORRAL I L��1Jy Ext9TIlki) WELL A. GRIVE 1 yl I
<br />h I SHED r1 � f
<br />L Z
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<br />s l rE ? b
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<br />� � a
<br />til
<br />STATE ° /�14NWAY
<br />D/YERT/Nds CA AIA L
<br />VIGIAJITY MAP
<br />A/O SCALE
<br />MOTES.
<br />1. ALL WORK SHALL CONFORM TO SAQ TOAPUIN COUNTY REQUIREMENTS.
<br />o a
<br />fv) ExlsTiuh p 3 2. ELEVATIONS ARE BASED ON U. S, Cq, 5, DATUM.
<br />g 36 pF-9 t WELL- Ni I Ail S. INDIVIDUAL LOTS SHALL RETAtnI /TS E6)u4L. SHAEE OF PeA/AlA6� FPoM T14A5 5UHj)IuI5IOAJ
<br />INCLupin/G ST¢EET DRAiMA6 -
<br />2 I L.F. , t + + C-�/ 4• FOR CONSTRUCTICN REQUIREMENTS SEE THESE PLANS AND SPECIAL
<br />o i I o Llm�f o�LI - -- —
<br />1 8 OO S. F.
<br />to taw !0 eq� Si�I✓1 -� �� I PROVISIONS FOR ANDERS COURT.
<br />j LY S-Ivrinw�L�e✓ �° j(� � I A, G. \ 11/E I I 5. IT SHALL EE THE CONTRACTORS RES PO NSIB/L/TY TO COORD/vATE THE REL OCA710tJ
<br />I�\
<br />w t- t p {. Iwtl = 6L 36,6 dd ++` I S � 1 � OF THE EXIST/NCS ANCHOR AND POWER POLE On/ WH/TE LAh1E,�ST/} ¢+35
<br />Q Q tv Z,30 A6, i SEPrIc lv I I I L_IJ 6. THE SITE IS PRESEti1TLY l,U AN ORCHARD. THE CONTRACTOR SHALL REMOVE RLL
<br />1 I� -3 �' 0VE12LkND �L-OL''� h _ _"Q _Tt1NK I j I �j IhI I I TREES FROM THE R/yHr OF WAY AS UES/GNATED BY THESE PLANS.
<br />i Vl ( �t15IfJ A�I: A
<br />'CF � tA + Q + , -� t,I Ip FI DISPOSAL of TH£ TREES AND STUMPS SHALL BE OFF 511-E.
<br />N O� \�1 Z,3Z AG v� B�DOG,F. I��jD�IS� 'L---Jn! EXCESS EXCAVATION SHALL BE SPREAD UA//FORM/Ly aN THE LOTS OS DIRECTED
<br />v Ato- EX n5l ''7 I`-'1-1 Z I 1 BY THE CONSULrINq E,l1C//NEER.
<br />C + Z 3'�' W L _ }173 n
<br />I.-=-__--__-__--_-- 8. CENTERLINE SURVEY MONUMENTS SEE DRW NO.
<br />� I � i � �- - 1 � ( G. f�-4) SHALL BE 3� IRON SURVEY
<br />n I re v i MOW/NG STRtp i �'i P/N SET BY THE CONSULT//VC/ EA1C71N£ER COA/TRACTOR SHALL /N5TALL THE
<br />I Z IG R: 3e NI FRAME AND COVEN ASSEMBL Y.
<br />Sy, 5s,v t� �� 8rC(ZM , A I�Pit G 11 (p, A 69".30 N I P�, 9 ; I 9. BENCH MARK -4 Q21.3 - SRA 55 CAP I,V COAICRETE /9'W,6-57- OF CEtv—rFRL/NE
<br />ARE- 4(e,94s _� : / 9 "p WHITE LANE - 210' NORTH OF CENTERLINE ARATA ROAD. fiE. 3/,71
<br />7z° 20 le 343,o0 ' �' GC= 42,24 A1,27° 35 + ��
<br />T- E 'B.„ / � � so• �% J0, OWNE2 To PAY IN• LIEN jZnA'D FEE ¢02 WHI'1E LAME STA, 0-iCl'J 40 2+00
<br />I RICADfi / m N R'S�• p7 7 rnd , 1 /(• UTILITICS 'Tb 3E UNbERG2v4-)QD� /� • Pl>E ,45 ShMwN a0N PLAIDS
<br />e Soli. test '
<br />WELL SEE 3 i ,S 41 . Z"QL{,GAS
<br />sNEsr 2 -- ' _ 1.
<br />10� °� I /Z • Lor D E'xpANDE'D IoM ODIC INA(.. S(ZS of / /4 *Re's Ta 2,30 A46Es ,
<br />N ® •
<br />3 Lor LINE -� I 4 + . SANDETZS 2 LoU2T 1 '.
<br />�y19
<br />59 pa
<br />N 33 WELL R' O9
<br />3 4 2.04 ' N '7Z° Z E tz- 30 ,
<br />x
<br />— o
<br />n A t -Io' pub �= qo°30' h1 ' xS
<br />I o ARC = 47.39 + to I R,�s9It,
<br />Izo - -/ lo�tio
<br />+ Well A / R2 -N (oz °25 W ". 151' ' c
<br />o DEQ LAaD fl. of •� 91 W A L PSI 'l. � --f- - S'NSTALL DArE /
<br />ORCHARD W <y'� RPPtz«,E�o
<br />STREET SI LF 7Z
<br />Q � i $tc Shee1' 2 I `
<br />f + f ro to yeav Fes° 10PuF I —�.
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<br />�- � Mh/I L im 1� BAS
<br />2 "A G # . /O"At3
<br />\�, ' 1000 BAS ItJ Nr� :�l \` POWER IOot E 1 -2 ST�EEET-
<br />I Zo �J 8800 G,�, ` TO 8E 'RELOCATED � " ' '
<br />1 u►I 3 • STZEET ( 2 AG, 6'A$ A (o4AS
<br />+ -t t + + t + + EYt orrfFsg + P.P.
<br />4.PRIME' COAT (S.C. 250
<br />WALNUT TREES 11 p�Ea1AN I31 5. STREET SLGiII
<br />(T Y P) 1
<br />�3<1 o } + + + + t 4- +- J t 1+ 1 fi 1 6. CENTERLII/E MO,VUMEMTS,
<br />L) I 37 7. REMOVE WAL W UT TREES.
<br />IZO I j( � I 1� �./�, I
<br />0 I fib' FEAPA(T'1P) + v' �� r. B. EXCAvAT/0iJ
<br />N + + } fi r -I- -+ -4 f + + 5 } + + k11
<br />! _. 270 --� - T- I 9. F#Z;elCADG- �Tpg- $
<br />a _ 4o� •14- /3.Z7 /O Lar C.0,e,0vC'eC (By 65n1SuLTAa7- EAKIAjetQ�
<br />Zr,' TDAWITIONA //. ,PELOCATE. *15 Po LE
<br />Gu,2yE D47"�k Al 7 Z ° Z1' 13 " C i �, ? AX, SllouLDE•R
<br />A/0 , 24 D Q ,42C CNoR D C1-4. 8e, ,� \ -...9 9
<br />``
<br />O Sn 41°24•'35" 36.14 35.36 NSI°37'42,5"F-
<br />j
<br />© 50 14,°ooOo"
<br />1110 OO'Oo" 910.86 82, 41 30/
<br />So 940 24' 35° 8-2.40 73, a 25°
<br />8 N 07' 42.5" E ouFlz t r.No FLaw !
<br />50 41° 24'39" 3(.•14- 3S. 3(o N BL' ° 97'42.5"W
<br />33628
<br />SF
<br />/3, /Z8
<br />SP
<br />2,¢38
<br />sr
<br />J. 5
<br />To 14
<br />1
<br />FAG l-(
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<br />LUMP Sum
<br />lI / 8o
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<br />EA6c 4
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<br />So ¢(°z4' 35" 3b.14 SC, 3G. N B6°$7'42,5" w
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<br />REVISIONS
<br />R. R W E L D U M & A S S 0 0 1 A T E S
<br />CONSULTING CIVIL ENGINEER
<br />243 E. CHANNEL ST. STOCKTON CACI F.
<br />SUBMITTED BY. (?'�� %c•,.�-4 R.C.E. 16835 DATE 2-13"7
<br />JOB N0. 196-00
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />AN
<br />SDERS COURT
<br />10.
<br />DESCRIPTION JDATE
<br />BY
<br />F. B. NO.
<br />'{
<br />cN /ECD.0WEZL Lor
<br />S IS -79
<br />R&
<br />DESIGN R.P
<br />_" BY.
<br />(RECTOR UBLIC WORKS DATE
<br />LOT AND STREET PLAN
<br />Z,
<br />$EQMS
<br />v
<br />�
<br />DRAWN R
<br />3,
<br />EL;5ceM RoFILE (ste4oE
<br />5-24.4?
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<br />SCALE I"= 40�
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