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M <br />M <br />42 _ <br />40 <br />38 <br />34 <br />32 <br />� � h <br />41 <br />- <br />V j 1z <br />'iN) 2 � .37.85 <br />CO) 45 41= -1171: 0DW17' 35. Co <br />yJ/i7; L"w C/=4700 <br />_ instoi/ 393 LF 0s" BQ /gaC Note Gi-4700 _ 1(9.70 <br />k 1 1'yte /bo>rG} r yy or. 0061/!X E#. 3&: 89 5=e9 <br />`er <br />/45f0// <br />lnV 97.110 1!lY.37.D �Yl!%7. 90 � - <br />R G /O�LF <br />1/Ji/ 37.00 J2"SOCNl ) �ye6 7Nof�j 2/ 50 <br />12 5 p (S) _ x'/89 -005 50.004 .. <br />/ny. 35.70 <br />117V. 35. 3g 5= 0.00/B 90 /2 5D S) '8 n �rQ fix. 2/"50 <br />1trV. fi4: 67 .. y=0.00/ <br />1!1{x. 3442 /nt!34,35 3` 0. 0/2 _ /ay. 34. /0 - ' <br />5=0.00/2, - - EX_31-106 <br />/e' D //7V. 33.90 <br />fr <br />A� <br />lfflll <br />_` sn N . <br />30 <br />9M <br />70 <br />o/75t. 5ur11ay 4,1901/. 1 G9 <br />PRG <br />TC <br />GB <br />40°09'00" <br />4,- 2//. 29' <br />%Z ti >h >;� 7 � • 1. Unless otherwise noted, services to <br />71 Rl V 0 � O� (/5/e - oppSifC <br />be at center of lots. <br />2. Services to be min. of 3' apart on <br />O � _ <br />/3 ¢� % V�i`h T = 48.33' main line. <br />�tii� 5 7G <br />77 <br />e4 <br />°s Ph�ry "W ♦ . O y <br />4-®- 5 \\ \3%B 41 '1: N �01 h Bdy< <br />�X01 . <br />0 W L •\' <br />14) <br />W \ <br />1 �. ip� 3 - nW 70CIA <br />8 LFO a ( 3V <br />Pa- <br />Nk <br />ul <br />cc <br />06 <br />t� �9IN % <br />W <br />O R= 20` <br />85°40'53" / I <br />r <br />n 0R= 20' " <br />34'/7 1I <br />L = 38.60' 6B8 5h74 <br />c T = 28. e7FOr U17der <br />tlti/tees 6/ 155 Are4 �I <br />G01ISf 5UrYC /1/417. V ` <br />(Go>5 59-62) (zee 58) Got 58) FG 47.96 QL H WI <br />R= 161.5' R = 338.5' R = 2/.5' 0R, - 38.5' <br />Z= 41045100" d= 12047'53" .4 1-61°5.9'42" .4-210°¢7'34` A 46, ?6146'1 <br />4z 75.6 /' L 50.66' = 1.4 64' <br />s <br />T= 6 /-59' T = 37.96' T 51.90' 7' 9.67' <br />LO <br />NO. DATE REVISIONS BY DESIGN 7 - DRAWN BY -J/Y/ APPROVED OY <br />SU FITTED Pf <br />R.C.E. DATE 4 -149 *CY2 : SM' JO&OVilA '�WY � «TOR O/ PUO.LIC WOfEK: <br />PR' 2D ON 01 EPO NO. I= CIEARPR INT <br />\AGS <br />NO PARK 0w77er�c �.� I 0 <br />Signs !3) / <br />001751 �eGelGd r -F- XIrc <br />4< rc 41 <br />I 51 <br />0 <br />P6S <br />7G4/.80'NO m` ✓ 1.r• y Y hh ���( �, <br />GCS �2 Jt rp� 3 Z <br />I STAKING DATA <br />t � <br />54 J�3 10 r} /s/and: Line Hearin Distance <br />m © R = /5.5 ' 0 S. 80 14' E. 190.00' <br />l d = 190° 00 © S. 6a 37' 22" E. 35.44' <br />{� <! L c 48•/09' D S. 78° 37' 28" W. 157.83' <br />e ® S. 830 41' 09" W. 106.50 ' <br />S. 86° 13' 15" W. 103.21 ' <br />(,COtS 51- 53) (Lots/) !Lot so) <br />R = 43.5' R = 2G,5 R = 8/•5' <br />Q = /5°//'5/" 4 = 96° 09' 23" 4 = 90° 57'32" 4 = 25° 54'00' <br />/• = 5.70' / _ 73.00 ' /- = 3744' 4 _ ?6. 84' <br />T= 2.87` T- 49.44' T= 22.62' T' 18.74' <br />BAUMBACH & PIAZZA CYPPXSS RUN <br />CIVIL ENGINEERS - SURVEYORS Sta. 2 + 94.15 to Sta. 10 + 00 <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368-6618 <br />4 N� <br />44 <br />42 <br />zxi'st. C,ss <br />IVO 716 <br />CD/11,006f EX/5///79 ,00/1/15 i0 <br />90 % R. C. (i!' XV u01'61 8'r <br />�L10x. L/f/`5. GO/Jf/7lJOU5 <br />GO/l7,f9e�G%/D/7 �'B5J"5 rB�Q� <br />WOODBRIDGE GREENS SHEET O OF <br />JOB NO. 8394 -2 <br />UNIT N0. 2 <br />SUBDIVISION IMPROVEMENTS NOE <br />401 <br />Cl1 <br />36 <br />34 <br />28 <br />i <br />2+00 3+00 <br />4+00 S+00 6+ <br />00 7+00 8+00 <br />9+00 <br />I0 +00 <br />01+00 <br />3 7z-73) J ^ 4/ 45 74_77) <br />Q = 65° D9` 34" ° <br />R = 119.5' (Lois B5 8G) <br />° 54 ',0-0 " <br />-9' <br />= 24ZIN.45' G = 144.64' <br />4 = 25 <br />= 5 57' <br />5 <br />O� 7-= 13. 74' 7' 75,70' <br />T� 27.25' <br />- <br />70 <br />o/75t. 5ur11ay 4,1901/. 1 G9 <br />PRG <br />TC <br />GB <br />40°09'00" <br />4,- 2//. 29' <br />%Z ti >h >;� 7 � • 1. Unless otherwise noted, services to <br />71 Rl V 0 � O� (/5/e - oppSifC <br />be at center of lots. <br />2. Services to be min. of 3' apart on <br />O � _ <br />/3 ¢� % V�i`h T = 48.33' main line. <br />�tii� 5 7G <br />77 <br />e4 <br />°s Ph�ry "W ♦ . O y <br />4-®- 5 \\ \3%B 41 '1: N �01 h Bdy< <br />�X01 . <br />0 W L •\' <br />14) <br />W \ <br />1 �. ip� 3 - nW 70CIA <br />8 LFO a ( 3V <br />Pa- <br />Nk <br />ul <br />cc <br />06 <br />t� �9IN % <br />W <br />O R= 20` <br />85°40'53" / I <br />r <br />n 0R= 20' " <br />34'/7 1I <br />L = 38.60' 6B8 5h74 <br />c T = 28. e7FOr U17der <br />tlti/tees 6/ 155 Are4 �I <br />G01ISf 5UrYC /1/417. V ` <br />(Go>5 59-62) (zee 58) Got 58) FG 47.96 QL H WI <br />R= 161.5' R = 338.5' R = 2/.5' 0R, - 38.5' <br />Z= 41045100" d= 12047'53" .4 1-61°5.9'42" .4-210°¢7'34` A 46, ?6146'1 <br />4z 75.6 /' L 50.66' = 1.4 64' <br />s <br />T= 6 /-59' T = 37.96' T 51.90' 7' 9.67' <br />LO <br />NO. DATE REVISIONS BY DESIGN 7 - DRAWN BY -J/Y/ APPROVED OY <br />SU FITTED Pf <br />R.C.E. DATE 4 -149 *CY2 : SM' JO&OVilA '�WY � «TOR O/ PUO.LIC WOfEK: <br />PR' 2D ON 01 EPO NO. I= CIEARPR INT <br />\AGS <br />NO PARK 0w77er�c �.� I 0 <br />Signs !3) / <br />001751 �eGelGd r -F- XIrc <br />4< rc 41 <br />I 51 <br />0 <br />P6S <br />7G4/.80'NO m` ✓ 1.r• y Y hh ���( �, <br />GCS �2 Jt rp� 3 Z <br />I STAKING DATA <br />t � <br />54 J�3 10 r} /s/and: Line Hearin Distance <br />m © R = /5.5 ' 0 S. 80 14' E. 190.00' <br />l d = 190° 00 © S. 6a 37' 22" E. 35.44' <br />{� <! L c 48•/09' D S. 78° 37' 28" W. 157.83' <br />e ® S. 830 41' 09" W. 106.50 ' <br />S. 86° 13' 15" W. 103.21 ' <br />(,COtS 51- 53) (Lots/) !Lot so) <br />R = 43.5' R = 2G,5 R = 8/•5' <br />Q = /5°//'5/" 4 = 96° 09' 23" 4 = 90° 57'32" 4 = 25° 54'00' <br />/• = 5.70' / _ 73.00 ' /- = 3744' 4 _ ?6. 84' <br />T= 2.87` T- 49.44' T= 22.62' T' 18.74' <br />BAUMBACH & PIAZZA CYPPXSS RUN <br />CIVIL ENGINEERS - SURVEYORS Sta. 2 + 94.15 to Sta. 10 + 00 <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368-6618 <br />4 N� <br />44 <br />42 <br />zxi'st. C,ss <br />IVO 716 <br />CD/11,006f EX/5///79 ,00/1/15 i0 <br />90 % R. C. (i!' XV u01'61 8'r <br />�L10x. L/f/`5. GO/Jf/7lJOU5 <br />GO/l7,f9e�G%/D/7 �'B5J"5 rB�Q� <br />WOODBRIDGE GREENS SHEET O OF <br />JOB NO. 8394 -2 <br />UNIT N0. 2 <br />SUBDIVISION IMPROVEMENTS NOE <br />401 <br />Cl1 <br />36 <br />34 <br />28 <br />i <br />