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<br /> ROBERT & CLEO VIEIRA
<br /> ca
<br /> 3q o MATTHEWS ROAD
<br /> a FUMIO NISHIDA ET AL 2
<br /> Cu(if N S89'14'00'W 1956.00'
<br /> 310,83' 311,81• BOWMAN ROAD TBM A o
<br /> 1333.36' SCALE 1'=150'
<br /> 13.1 13.2 CL x 13.53 CL 13.43 CL x 13.51 L
<br /> x 13.37 CL x 13.58 CL x 13.8. .,� x 14.20 CL x 14.50 CL x ti
<br /> x 15.16 CL Q
<br /> ti
<br /> 2 1 12.55 HOUSE W
<br /> .555 CO. 5 COi S� C 55 GI�q�D C2.40 POWER CI4POLE
<br /> C0,75 ~
<br /> x 12,5 2656 C0 .1 C012,25 12.26 i?15 12.4 x 12.3 x 12.8 x 14.1 x15.0 x 4, C1,Oo 01.25 ,?
<br /> 12.35 x 2.35 12,4 x 12.8 x 13.5 x i B x 14.1 x la, 15,7 x 15.8
<br /> STOCKPILE AREA 15 12.6 12.65 12.7 12.75 12.8 12.85 BOWMAN ROAD
<br /> 12,6 2035 CO, 5 CO. � x 1 CO. � CO,J25 C 27 C 1f 7 12.6 x 12,5 x 12.6 x 13.6 fq� WELL* SITE
<br /> 2.35 12.35 12.45 1 .45 x 1 '.45 x 12.55 2.55 12.6 Cl C0,3 5 F0�a CO,gg C0.88 C1.05 x HIDED & TOMIE TAKAHASHI
<br /> 12.8 12.85 12.9 123.995 13.0 13.05 �16. x 15.7 x 15.8 x16,0
<br /> 0,25 C0,15 C0,15 {{ F0.205 F0. 5 F IS F , BRIGGS ROAD
<br /> x 12.7 2 55 x 12 55 x 165 x 1 65 x i2,t5 x 12 75 x 2,75 x 48 12.6 x 12.5 x 12,5 x 13.1 Cli?�Q2 C0,85 C01330 CO Ss Cl}00 CI11a5a ClS 9 C1i85 x16.0 x 16.2 x 16,3
<br /> EXIST. ORCHARD 13.0 13.05 13.1 13.15 13,2 13.25 x 13.3 x ROTH ROAD
<br /> NOT A PART OF • POWER POLE 13.35
<br /> 128 Og15 CO FOg� 1l2p15 F0, FO.35 F g Fo, oo PROJECT
<br /> 12.75 12.75 12.85 x 12.850 i 5 x 12.6 x .7 x l 7 12,7 x 12.7 x 126 x 12,8 Cl14. C1i05 CO-6, l,_1a5 C1}00a 01146 C1140 C115 x 16.1 x 16.4 x 16.4 VICINITY MAP
<br /> 0 12.95 2.95 13.0 13.2 13.25 13.30 13.35 13.4 13.45 13.5 13.5 GENERAL NOTES: NOT TO SCALE
<br /> F0. 5 0, o FO.25 F0.05 C .15 C N
<br /> l LEGEND 1. THE PROJECT AREA CONSISTS OF APPROXIMATELY 61.62 ACRES SOUTH OF BOWMAN ROAD
<br /> x13.0 290550.005 „ 12.9 1 `� ti
<br /> 12.95 x 12.95 13.05 x 1 Q5 x i2H5 13,1 x 3.3 x 4 0 x 00,70 CI C080 0 075 01.00 CllS5 C 0 01.6 AND WEST OF INTERSTATE 5.
<br /> 13.4 x 13,3 x 12,9 x 12.9 14.1 x }2q�j x 14.3 x 14,3 x 14.6 x }d"8 x1P0 x 15. x 16.3 x 16,q x 162 CO,80 CUT OR FILL 2. FLAT DISK WAS ADDED TO SURVEY ROD FOR ELEVATION DETERMINATION.
<br /> 13.15 3.15 13.2 x 14,3 EXISTING GROUND
<br /> 13.4 13.45 13.5 13.55 13.6 13.65 13.7 13.75 13.5 DESIGN GRADE
<br /> x 13.5 .9 co. IF 0,15 c , 5 F4.$1 C .15 C1, co NOTES,
<br /> 3.15 Il x 13. 5 x ih5 x g CO,50 C1,45 CO.90 . ASSESSOR PARCEL NUMBERS, 193-260-22, 23 & 24
<br /> x � .�5 13.35 x 3.35 113.4 x 14.7 x 1a.6 x 13,7 x 13. 14.1 x 15.1 x 14.6 00195 ClC1j80 01.45 Cl 0 C1.6 2. TOTAL ACREAGE OF PROJECT 61.62 ACRES
<br /> KATHRYN BROWN 15.3 j ,4 15. n x
<br /> EXI G 13.6 13.65 13.7 1 .75 13.8 13.85 13.9 13.9 164 x 16.1 x 15.8 3. THE TOTAL VOLUME OF MATERIAL TO BE EXCAVATED BY THIS PLAN IS 83,377
<br /> F0,15 Cl s 0105 EXIST. ( CUBIC YARDS.
<br /> x 13,9m 32- f� a � ia.5 ii Cl}�5 Cli@�5-c 98- 0250_ CWpOL' �6415j C180ig5 C2,lA 01.35 C0,80oB N2� C�, 0 LLC1,95 C2,00 C1.75
<br /> 13.35 13.35 13.45 1 .45 1345 13.55 35.55 13,6 1596 .2 15.9 --.-15.2 , 1 15,2-x 17��16,0- 16.1-
<br /> WER E 13,75 13.8 13,85 133 13.9.5 14.0 14.05 14.1 14.15 6.8 6.3 5.9
<br /> x 13 7 $65 00.85 CO 25 02.05 02,05 C 15 � POWER POLE IMPROVEMENT PLAN NOTES:
<br /> p {{ gg55 x isa 55 ��f2 C?�,60 C?T� 0260 Cl}85 011500 CL1 8 x 100712.8 0130 02.45 C3.pp 02,8 1. ALL PRIVATE ROADS INVOLVED IN EXCAVATION TO BE MAINTAINED TO
<br /> B 3.15 13,15 f 5 x 3.25 13.25 13.35 x 3.35 13.4 13.4 13.45 135 f OT. 151 16.3 x 17.I x 16 x 16.3 6.7 6,6 CONTROL ANY CREATION OF DUST.
<br /> 13.55 13.6 13.65 13.7 1 .75 13.8 13.85 13.9 13.95 2. ALL EMISSIONS SHALL BE SUBJECT TO THE RULES AND REGULATIONS OF THE SAN
<br /> 13.5 30.55 Cog? Cl{{f� q35 C1.6 CI g Cl 5 C1.80 C2.00 C2,05 C1}70 C1.15 C1.50 DEPRESSION JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT.
<br /> 2.95 12.9775 f3 5 x i3.$5ox 11.1s x 70 BE FILLED 3. EXCAVATION OPERATIONS SHALL NOT BE CARRIED ON DURING THE HOURS OF
<br /> fB x a e 150 x 15.2 15 3 x1J o 4,5 x 1q,9 ClI$5 01.20 C0.6 cl 0 C2,1s C4�j4Q C2.5
<br /> 0 13.15 .15 13.2 13.2 13.25 13.3 14. x 1 .5 x }24.8 15.8 x lb.d x 16. x 16.3 x 16.4 9:00 PM THROUGH 5:00 AM EXCEPT DURING PERIODS OF DECLARED NATIONAL,
<br /> w 13,35 13,4 13.45 00 13,5 13.55 13.6 13.65 13.7 13.75 W 16.6 STATE OR LOCAL EMERGENCY.
<br /> 13.3 00 3055 CO75CO, 59 oN C065 COfgj C 95 C1.00 C1.00 C0,85 00.45 a, 0 4. ALL CONDITIONS OF APPROVAL SHALL BE COMPLIED WITH AT ALL TIMES.
<br /> 2.75 12.75 in JI"Q x f�:55 x x 39 13 14.0 ]3.9 x Co,"1011305 C1J5 ox 1.60 C1,45 C1.40 C1.45 5. NO STOCKPILING SHALL BE ALLOWED WITHIN 25 FEET OF THE RIGHT-OF-WAY
<br /> 12.95 .95 13.0 13.0 13.05 13.1 13.6 x 1a. x15.0 14,9 1a.8 x 1a.8 x 14.9 Cl}�0 01,85
<br /> 2 1 x 15.9 x 16.1 x 15.9 x 15.5 LINE OF BOWMAN ROAD AND WITHIN 25' OF THE PROPERTY LINE.
<br /> 0 13.15 13.2 13.25 13.3 13.35 13.4 13.45 13.5 13.55 0 6, NO EXCAVATION SHALL OCCUR WITHIN 6 FEET OF ANY POLE LOCATION,
<br /> .55 CO, 00,85 AND NO FILLS TO BE MADE THAT WOULD DIMINISH GROUND ELEVATION
<br /> x 12.9 2.9 x 13.2 x 13.5 x { � CO{ 5 00,65 C 735 CO 0 CO1, COi3.4 55 C0.�50 00.45 CIjO o 0115 6 C1.50 Cl}a 6 C1i20 Cljid54 C1i5 s Clic x 157 x 15.9 x 158 x 15.5
<br /> 2.55 12.55 12.65 f .65 x 1i ,g5 x 12,75 .75 12.8 1 UNDER WIRES TO LESS THAN 25 FEET.
<br /> 12,65 12.9 12.95 13.0 13.05 13.1 13.15 13.2 13.25 13.3 7. NO EXCAVATION INTO THE GROUND WATER TABLE WITHOUT SPECIFIC APPROVAL
<br /> 0.25 CU,65 13,15 FROM THE REGIONAL WATER QUALITY CONTROL BOARD.
<br /> x 12a 26 130 C11 i 5 CO, CO C 85 COf3703 C030 CO,6$3 x 13.3 CO.60 COi65 C1109 C1135 C1130 CI.25 CLOO C0,95 x 1 3 x 1a 51 x 155 x 15.8 x 15,7 8• NO MATERIALS FROM EXCAVATION SHALL BE DEPOSITED INTO ANY WATER COURSE
<br /> 2.35 12.35 1 .45 1 .45 15 1 5 545 12.6 12.6 „ x Cl. 0 01,5 NOR IN ANY WAY CONTRIBUTE TO THE POLLUTION THEREOF.
<br /> 12.65 12.7 12.75 12.8 12.85 12.9 12.95 13.0 13.05 131 13.15 9• WEED CONTROL: IF NOXIOUS WEEDS ARE ON THE SITE, OPERATIONS SHALL BE
<br /> 0,35 CO.65 8 CL35 5 COi3R57 J12.35 .35
<br /> s5 00,80 CO ggn CO 885 C0,90 Cp Cl CI Cl.'a CS,OS 00,90 CO CO 00.9 N ACCORDANCE WITH INSTRUCTIONS FROM THE AGRICULTURAL COMMISSIONER
<br /> 123 2 15 x 112:5 x 12.25 x 11.25 x 12,25 2 13,2 of f3,53 x 13.a i�8 x OF SAN JOAQUIN COUNTY.
<br /> 12.4 124 4 j7.9j 3.8 13.8 1113.78g x f x i g x 1 10. LIGHTING: ANY NIGHT LIGHTING ESTABLISHED ON THE PROPERTY SHALL BE
<br /> 00,45 00.75 C1.45 C1.60 C1.ls O5 C1.05 Cl. 12.3 12.3 12.4 1 .45 1 C . C .9 - p 1 •9 4 7 x 15.8 16.4 x 16,0 ARRANGED AND CONTROLLED SO AS NOT TO ILLUMINATE PUBLIC RIGHTS-
<br /> 11. 11.95 OF-WAY OR ADJACENT PROPERTIES.
<br /> x 12. � x 12.7 x 135 13.6 x 13.2 „ 13.1 -
<br /> 13,2 x 13.3 x 13.5 x 13,6 x 13.6 11. HEALTH CONSIDERATIONS: EXCAVATIONS SHALL NOT CAUSE HEALTH OR
<br /> 310.78' 311.76' 36 13.1 13,7 13, x 13.4 x 13a x 13.a x 13,a x 13,5 x 13,6 SANITARY HAZARDS AND SHALL NOT CREATE CONDITIONS WHICH WILL
<br /> 25' BUFFER ZONE BETWEEN 1334.00' EXISTING CAUSE THE BREEDING OR INCREASE OF MOSQUITOES, RODENTS, OR OTHER
<br /> PROPERTY LINES AND EXCAVATION S89'S2'15'W 1956.54'
<br /> LIMITS (TYPJ x 12,1 x 12.5 x 12.9 x 12,9 x 12,9 x 13,1 x 13.3 x 134 x 13.5 x 13.6 x 13,6 x 13.6 x 13.8 x 137 GROUND ON PESTS.
<br /> EXCAVATION LIMITS a
<br /> x 13 x 134 LA LINE TO
<br /> SLOPE 3:1 TO � � a,
<br /> .5 x DESIGN ELEVATION -, 4
<br /> x 122
<br /> ,3 ' 1 .4 127 x
<br /> 12.8 x 13,1 x 13.3 x 13,4 x 13.5 x 135 x 13.5 x 13.6 13.8 x 13.8 13. 13.5 (TYPJ oo o z m J
<br /> 3 + cy 1 w
<br /> ()j 9Q o a ¢ ¢ EXISTING GROUND +)
<br /> x 12.5 x 126 x 12.7 x 12.7 x 12.9 x 13.3 x 13.5 x 135 x 13.6 x ow SLOPE N '-'� PROFILE W
<br /> 13.6 „ 136 13.7 x 13.9 x 13.9 x 13. x 13.6 NENITA R. PETERS ET AL i w N rL 3:1 (TYPJ SLOPE rL
<br /> WILLIAM H. SMITH SR, ET AL 15 + 31(TYP.> < Cl
<br /> 0a
<br /> " x 12,7 x 12.9 x 13.1 x 13.3 x 13,5 x 13.6 13.7 „ 13.8 x 13.7 x 13.8 „ 13,8 x 13.9 x 13,9 „ 73. x 13.7 10 + FINAL GRADE 0.20/100' 0.20/100'
<br /> 25' NO EXCAVATION OF EXCAVATION 3'
<br /> x 124 x 12.6 x 12.8 x 13,2 x 13ZONE 25' NO EXCAVATION
<br /> ,5 x 13,7 x 5 +
<br /> 13.8 x 13.9 x 13,9 x 13,9 139 x14.0 x 14.0 x 14.0 x 138
<br /> x 13.8 ZONE
<br /> 0 +
<br /> „ 12,3 x 12.4 x 12.7 x 13.2 x 13.5 x 13,6 x 13,6 x 14.1 x 13.5 x 13.8 x140 x 14.0 x 14.2 x 14,2 x 141 x 141
<br /> -5 + EXIST. GROUND WATER TABLE (APPROXIMATE LOCATION)
<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
<br /> x 12.4 x 12,5 x 12.6 x 13.1 x 13,4 x 13.3 x 13.4 x 13.9 x 13.2 x 13,6 x 13.8 x14.0 x 14.2 x 14.3 x 142 x14,0
<br /> SECTION A-A
<br /> w
<br /> Li HORIZONTAL SCALE 1'=150' Z
<br /> • POWER POLE �
<br /> ? VERTICAL. SCALE 1'=10'
<br /> x 12.2 x 12.3 x 126 x 12.9 x 13.2 x 131 x 133 1B'd� x 13.1 x 13.5 x J ID
<br /> L;j 13.7 1 L }
<br /> x 13.8 x ]4.1 x 4,2 „ 1 .9 +
<br /> x 136 }
<br /> +
<br /> WILLIAM x 11.6 11.9 x 12.3 x 12.7 x 12,9 o w
<br /> a
<br /> EXISTING GROUND a cz
<br /> 12.9 x 12.9 x 128 x 12.8 x 13,2 13.5 MATERIAL TO ✓ a
<br /> 0
<br /> SMITH 13,7 x 13.8 x 1 .9 x 13. v a SLOPE PROFILE SLOPE
<br /> 3:1 (TYP ) BE EXCAVATED
<br /> x 11.0
<br /> VINA 15 + 3 1(TYP.)
<br /> x 11.6 x 12.2 x 12.2 x 12.1 * 12.2 x 12.3 x 12,3 x 12A x 12.8 x 13,0 x 13.6 x 13.4 SMITH
<br /> 3'
<br /> 10 + FINAL GRADE 8.5'
<br /> 25' NO EXCAVATION OF EXCAVATION 25' NO EXCAVATION
<br /> BRIGGS AVENUEs + ZONE ZONE
<br /> o +
<br /> SHEET INDEX BENCHMARK, oQROEESSlaN
<br /> SHEET C-1 QUARRY EXCAVATION BRASS CAP ON CONCRETE CYLINDER ON THE NORTH SIDE OF �Qv �P`��RYak0 -5 + EXIST. GROUND WATER TABLE (APPROXIMATE LOCATION)
<br /> SHEET C-2RECLAMATI❑N BOWMAN ROAD WEST pF MANTHEY ROAD Z 0+00 1+00 2+00 3+00 4+00 5+00 00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Ati
<br /> ELEVATION 17.9191 U.S.G.S. 6+00 7+00 8+00 9+00 10+
<br /> W N0. 48,717
<br /> sITF PLAN TEMPORARY BENCHMARK, EXPIRES: 9-711-2W4 - X
<br /> pplication k 1)x 0 1 - 0 1 NAIL ON EAST FACE OF SECOND POWER POLE WEST OF EAST q CMI ��P SECTION B-B
<br /> PROPERTY LINE HORIZONTAL SCALE 1'=150'
<br /> ReceivedBy /LM _Un ELEVATIONS I E if OF 0A�\(0� aq
<br /> �w
<br /> VERTICAL SCALE 1'=10' n�
<br /> ao
<br /> UNAUTHORIZED CHANGES AND USES, REVISIONS W❑NG ENGINEERS, INC. JOB NO., 3343 ma
<br /> THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR NO. DESCRIPTION DATE BY I g DATE JUNE 2001 BOWMAN ROAD SAN JOAQUIN SHEET
<br /> LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL �u{ PLANNING ENGINEERING SURVEYING COUNTY, CALIFORNIA
<br /> CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 4578 FEATHER RIVER DRIVE, SUITE A SCALE, 1'=150'
<br /> THE PREPARER OF THESE PLANS. (209)4STOCKON CALIFORNIA DRAWN, SE/WMK QUARRY EXCAVATION PLAN FOR
<br /> (209)476-0011
<br /> C W R.C.E. 48717 DESIGN, WE N❑CETI FARMS OF TWO
<br /> CHECKED, CCW FILE
<br />
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