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ROBERT & CLEO VIEIRA
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<br /> a in FUMIO NISHIDA ET AL
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<br /> NEe S89'14'00'W 1956.00'
<br /> N
<br /> 310.83' 311.81' BOWMAN ROAD A
<br /> 1333.36'
<br /> 13.13 CL 25 CL x 1353 CL x 13.43 CL x 13.51 CL
<br /> x x 13.37 ;L;:' 13.58 CL x 13.87 CL x 14.20 C x 14,50 CL x 15.16 CL
<br /> 12,0-x 12.0 x 12,1 12.1 x 12.1 x 12.2 x 2.2-- 12.25
<br /> 'r x12,4'-x12.5-x1255- x12.6-x12.65 x12.70 12.75
<br /> POWER POLE HOUSE
<br /> x 12.5 1215 x 12.15 x 12.25 x 12.25 x 12.25 x 12.35 x 2.35 x 12.4 12.4 x 12,3 x 12,8 x14.1 x126 x12,65 x 12.7 x12.75 x 12.8 x12.85
<br /> x 15,7 x 15,8
<br /> O
<br /> x 12.6 12,35 x 1235 x 12.45 x 12.45 x 12,45 x 12,55 x 2.55 - WELL*
<br /> 12.6 12.6 x 12.5 x 12.6 x13.6 x12.8 x12.85 x 12.9 x12.95 x 13,0 x13,05 ❑
<br /> BARN x 15,7 x 15,8 x16,0
<br /> x 12.7 12.55 x 12.55 x 12.65 x 12.65 x 12.65 x 12,75 x 2.75 x 12.8 12.6 x 12.5 x 12.5 x13,1 x13.0 x13.0 13.15 x 13.2 x13.25 13,3 x13.3 x
<br /> EXIST. ORCHARD 16.0 x 16.2 x 16.3
<br /> NOT A PART POWER POLE
<br /> x 12.8 12.75 x 12,75 x 12.85 x 12.85 x 1285 x 12.95 x 2.7 x 12,7 OF PROJECT
<br /> 0 12.7 x 127 x 12.6 x 12.6 x 13.2 x13.25 x 13.3 x13,35
<br /> o� 0 13.4 x13.45 x135 x13.5 x 16.1 x 16,4
<br /> M x 16.4
<br /> RU
<br /> x 13.0 12.95 x12.95 x13.05 x 3.05N
<br /> 13.05 x 13.15 x 3.15 x 13,2 x 13.4 x 13,3 x12,9 x12,9 x13.4 x13,45 x13.5 ox13.55
<br /> 13.6 -13,65 x13.7 x137 x 16.3 x 16.4 x 16.2
<br /> x 13.5 13.15 x13.15x 13.25 x 13.25 x 13.25 x13.35 xl 35 x13.4 x14,7 x14.6 x 13.7 x 13, x136 x13,65 x13,7O
<br /> 13.75 x13.8 -13.85 x13.9 x139 ox 16,4 x
<br /> o KATHRYN BROWN EXISTING m 16,1 x I5 6
<br /> WELL HIDED & TOMIE TAKAHASHI
<br /> N x 13.9 1335-13.35-x13.45-x13.45-x 4 -
<br /> 0 POWER POLE o WELL
<br /> N 13. 5 13.55 -xl .55- 13 6- 13.613.65j-x 13.8- x13.85 - x13.
<br /> ro 13.7-x1375- x 13.95 -x14.0 14,05-x 14.1-x14.1 x 16.8 x 16.3 x 15.9
<br /> POWER POLE EXIST. BARN
<br /> B x 13.7 13.15 x1315 x13.25 x 3.25 x13.25 x13.35 x1 .35 x134 x13.4 x1345 x13.5 x13.55 x13.6 x13.65 x 13.7 x13,75 x13.8 x13.85 X13, , JXB
<br /> 63 x 16.7 x 16,6
<br /> w
<br /> ox 13.5 0 1295
<br /> 0 0 x1295 x13.05 x OS 0x 13,05 x13 xl .15 x13.2 x 13,2 x13,25 x13.3 x13.35 x13.4 x13.45 x
<br /> � 0 013.5 x13.55 x13.6 x13.65 x13J x13.7 x 16.3 x
<br /> 16.4 x 16.6
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<br /> x 13.3 0 12.75 x12.75 x12.85 x 2.85 0x N o
<br /> 12.85 x12.95 xl 95 x13,0 x 13,0 x 13.05 x 13.1 x 13.15 x13.2 x13.25 0x
<br /> 13.3 x13.35 x134 x13.45 x13.5 x13.5 Ox 15.9 x 16,1 x 15.9 x 15.5
<br /> 0
<br /> 0
<br /> x 12,9 1255 x 12 55 x12,65 x 2,65 x12.65 x12.75 xl 75 x12,8 x126 x1285 x12.9 x12,95 x 13.0 x13.05 x13.1 x13.15 -132 -13.25 x13,3 x13,3 x 15.7 x 15.9 x 15.8 x 15.5
<br /> x 12.4 12.35 x12.35 x12.45 x 2.45 x12,45 x12.55 xl 55 x12,6 x12.6 x1265 x12,7 x12,75 x12.8 x12,85 x129 x12.95 x130 x13.05 x13.1 x13.1 t x 15.1 x 15.5 x 15,8
<br /> x 15.7
<br /> x 12,3 12.15 x1215 x12.25 x 2,25 x1225 x12.35 xl 35 x12.4 x12,4 x1245
<br /> 12,5 x12.55 x12.6 x12.65 x12.7 x12.75 x12,8 x12.85 x12.9 x12,9 x 14.7 x
<br /> 15.8 x 16.4 x 16.0
<br /> 11.95-x1195-x12,05-x1205-x12.05-x12.15 -x1215-x12.2-x12,2x12,3-x12.35-x12.4-x12.45-x12.5-x12.55-x12.6-x12.65 x12,7 x1275-x12.80
<br /> x 12.2 x 11.95 x1205 x12.05 x1205 x12.15 x12.15 x12,2 x12.2 x123 x12.35 x12.4 x1245 x12,5 x x12.6
<br /> 310.78' 311.76' 12.5 12.65 x12.7 x12.75 x12.8 13,6
<br /> 1334.00'
<br /> 25' BUFFER ZONE BETWEEN S89'52'15'W 1956,54' LIMITS OF a
<br /> PROPERTY LINES AND EXCAVATION x 12,1 x 12.5 x 12,g 13.6 x 13.6 13.6 x 13.8 EXCAVATION Z JQc�
<br /> LIMITS (TYPJ x 129 x 12,9 13.1 3.3 134 x 13.5 x
<br /> 3.7 x 13. x 13 a A (TYPJ J o
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<br /> a SLOPE ti " � w
<br /> N 3 1 (TYPJ SLOPE " a
<br /> 15 + 3d(TYP.) ti a
<br /> WILLIAM H. SMITH SR. ET AL -5'
<br /> 10 + FINAL GRADE 0.20/100' 0.20/100' 3,
<br /> 25' NO EXCAVATION OF EXCAVATIDN
<br /> ZONE 25' NO EXCAVATION
<br /> NENITA R. PETERS ET AL 5 + ZONE
<br /> 0 +
<br /> -5 +
<br /> EXIST. GROUND WATER TABLE (APPROXIMATE LOCATION)
<br /> � 41 I I I I I I I I I SII
<br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
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<br /> Z SECTION A-A
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<br /> 9 POWER POLE J HORIZONTAL SCALE 1'=150' in
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<br /> F-F VERTICAL SCALE 1'=10' ON w
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<br /> WILLIAM 3:1 (TYP ) SLOPE
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<br /> 15 + �1(TYP.)
<br /> VINA 3
<br /> SMITH 10 + FINAL GRADE 8,5
<br /> 25' NO EXCAVATION OF EXCAVATION 25' NO EXCAVATION
<br /> ZONE ZONE
<br /> 5 +
<br /> BRIGGS AVENUE QFOfIssloN 0 +
<br /> ��otiPGNAw C.
<br /> -5 + EXIST, GROUND WATER TABLE (APPROXIMATE LOCATION) 3
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<br /> z 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 o N
<br /> W NO. 48,717 m
<br /> 0� EXPIRES 9-30-2004 -0
<br /> Q N
<br /> `pclvl� �`P SECTI❑N B-B
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<br /> TF OF AUFO� HORIZONTAL SCALE 1'=150'
<br /> 0 VERTICAL SCALE 1'=10' "
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<br /> REVISIONS WANG ENGINEERS, INC, JOB NO. 3343 SAN JOAQUIN SHEET
<br /> UNAUTHORIZED CHANGES AND USES, NO. DESCRIPTION DATE BY DATE, JUNE 2001 N❑CETI FARMS
<br /> THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR I ' PLANNING ENGINEERING SURVEYING COUNTY, CALIFORNIA
<br /> LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 4578 FEATHER RIVER DRIVE, SUITE A SCALES 1'=150'
<br /> CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY STOCKTON, CALIFORNIA RECLAMATION PLAN FOR
<br /> THE PREPARER OF THESE PLANS. (209)476-0011 DRAWN, SE/WMK
<br /> R.C.E. 48717 DESIGNS N❑CETI FARMS of TWO
<br /> CC
<br /> CHECKEDi CCW FILE
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