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9 7.8 6 'SITE PLAN
<br /> gyp, pp 5�P 100.17 Application # PA® 1 1 00047
<br /> 0.63 Received By3
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<br /> THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-200-09. JPC085 00.00 des
<br /> THE TOTAL PROJECT SITE CONTAINS 65,2 Ac., THE AREA IN HONKER LAKE LEVEE IS 5,7 Ac„ SITE 8.3'
<br /> THE NET FARMABLE ACREAGE IS 59,5 Ac. zca g, / 96.5 i' 9 28
<br /> D 9
<br /> THE AVERAGE EXISTING ELEVATION IS 97,7 ,THE AVERAGE _
<br /> THE AVERAGE CUTSH IS 10EVATION WILL BE 96,71, S ,. ,FE HWY 4 000P X96.35 96 . 00
<br /> THIS PROPOSED GRADING EXCAVATION PROPOSES TO REMOVE APPROXIMATELY g 0
<br /> 99,900 CUBIC YARDS OF MATERIAL. 00O1
<br /> THE EXISTING GROUND WATER LEVEL IS AT ELEVATION 85,0' AS OF FEB, 25, 2011, �
<br /> NO STRUCTURES ARE TO BE REMOVED AS A PART OF THIS PROJECT, VICINITY MAP 0 / O\�G`? 96.70 ,96.67 9-
<br /> A PERFORMANCE BOND OR OTHER FINANCIAL SECURITY SUFFICIENT' TO COVER THE COST' OF NO SCALE 91�' , 97.12
<br /> REHABILATATION OF THE SITE FOR AGRICULTURE USE SHALL BE SECURED BY THE LAND OWNER F,
<br /> OR EXCAVATION CONTRACTOR, AND APPROVED BY COUNTY COUNSEL, PRIOR To THE /6�1
<br /> COMMENCEMENT OF ANY EXCAVATION,
<br /> THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC 97.06
<br /> CONDITIONS OF APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND \
<br /> DEPARTMENT OF PUBLIC WORKS, ti���P�GF' 0
<br /> THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN COUNTY , � 97.06 ,97.03 9
<br /> ENVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS, J 97.31 96- 35 .g .48
<br /> ,97.17 97.83
<br /> THE EXCAVATION CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO / r�
<br /> PROVIDE DUST CONTROL IF NECESSARY, �g
<br /> 18
<br /> IT IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES, THE UTILITIES �------ 197.45
<br /> SHOW HEREON ARE PLOTTED FROM AVAILABLE RECORDS AND SURFACE LOCATIONS TO SHOW GENERAL LOCATION ONLY, 97.43
<br /> THE CONTRACTOR SHALL D❑ NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN ,97.47 '
<br /> THE OPPORTUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL
<br /> NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES. CONTRACTOR TO USE EXTREME CAUTION AROUND THIS *g 7.60 0 97.20 7
<br /> P.G.E. EASEMENT. WHILE THIS EASEMENT OF RECORD1A 97.40
<br /> EXISTS, THERE IS NO EVIDENCE OF OCCUPATION. ---- 97.39 0
<br /> THE EXCAVATION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT CONTRACTOR TO VERIFY WITH P.G.E. AND USA
<br /> THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH UNDERGROUND ALERT SERVICE IF THIS EASEMENT 9 co
<br /> REQUIREMENTS, THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTAINS ANY UNDERGROUND PIPING.
<br /> EXCAVATION CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL 97.80 it
<br /> LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY 97.85 97.9.3 .97,79
<br /> ARISING FROM THE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR, 4 SCALE: 1 " = 150'
<br /> 9 .93 0
<br /> 6 . 75
<br /> THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY, THE EXCAVATION CONTRACTOR 40 '
<br /> 97.07
<br /> AND/OR THE LAND OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED MATERIAL, 6 9 196 . 775 97.48 '97.55 7 1 0.62
<br /> UPON COMPLETION OF THE GRADING AND EXCAVTION, ROW CROPS WILL BE PLANTED, .9 8.09 / f97.83
<br /> THE PROJECT BENCH MARK IS BRASS CAP ON EAST BAY MUD STRUCTURE. ELEVATION = 100,00 ASSUMED 1 3 g 7.98 97.79
<br /> i
<br /> 98.09 \ '
<br /> MATERIAL WILL NOT BE STOCK PILED ON SITE, 0')+
<br /> 98 27
<br /> MATERIAL WILL BE TRUCKED OFF-SITE, 9.02
<br /> I
<br /> MATERIAL IS SUITABLE FOR BUILDING PADS, PIPE BEDDING, ROAD BASES, AND GENERAL CONSTRUCTION PURPOSES, /'' ,98.33 c11
<br /> 98. .97.91 97.52 9
<br /> �r SOIL SAMPLE --
<br /> .9 8,08 �\ 0
<br /> 9 8.7 0 198.34 �,� +9 8.6 6 OVER EXCA VA_ AREA Z
<br /> 9 8.1 6 - _ TION ARE
<br /> \ - -- - A ---'� J
<br /> 9 7.8 8 --- "`�- o
<br /> 7. 15 gj� 98.55 9 .07
<br /> HON 9\8.18
<br /> gj LAKE LEVEE
<br /> FINAL FINISHED GRADE ELEVATIONg
<br /> � 97. 15
<br /> 97.61
<br /> .
<br /> 98.31 EXISTING ELEVATION
<br /> 98.27
<br /> \ ,97.61 01.94
<br /> ° *97,87
<br /> 14
<br /> 112 \ 98.36
<br /> 108 <7.7,
<br /> 104 104 \
<br /> 100LLI100
<br /> 96 i 96 � <�G 104.76
<br /> 9292
<br /> $$ 88 WAT R TA LE LtVAIIUN 5.0 \\
<br /> \98,5..5 97.95
<br /> 84 84 � \
<br /> 80 0 250 500 750 1000 1250 1500 80"
<br /> 0 0 250 500 750 1000 1250 1500
<br /> pNP1_LAND OVER EXCAVATION ALONG TOE OF EXISTING HONKER LAKE LEVEE.
<br /> �-_
<br /> A� n
<br /> Q) 10 FT DEPTH, MAINTAINING A 4:1 SLOPE. B - B
<br /> D.,r GpA
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<br /> N0. q9 9
<br /> �9 �q
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<br /> FARLEY'S SURVEYING DATE : MARCH, 2011 REVISIONS DATE BY MINING PLAN FOR THE KURT SHARP OWNER: KURT SHARP SHEET
<br /> AC ( CULTURAL EXCAVATION PROJECT
<br /> 7500 N , WEST LN , SCALE : 1" = 150' 1 / 1 BY: REEVES SAND AND GRAVEL
<br /> STOCKTON , CA , 95210 CHECKED BY:
<br /> 209 - 473 - 3645 DRAFTED BY: OF
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