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WE101.91 G ORDEC
<br /> SEDGERD83.24 9' 575.73
<br /> + .18 SEDGE10RD + +
<br /> HG
<br /> 1.19 E10RD
<br /> SEDC-1: OR EOGEI ORD SEDC 10RD 84.28 74.95 LEGEND:
<br /> 85.88 84.94 + COF
<br /> PE3HOTFYIPP + 101 77.25' PROPOSED FINISH GRADE
<br /> 97
<br /> 0 MODERATE SANDY AREAS85.72 EXISTING ELEVATION
<br /> 85.61 76.3rA.86 93 +
<br /> 4UE
<br /> 91.88 + CORDMN G 89 ° AINTAI 2:1 LOPE
<br /> POWER POLE
<br /> p � 85.27 84.19 � •
<br /> E� 85.48 84.71 DITCH
<br /> 85
<br /> `a + +
<br /> 5.9 81 F
<br /> 84.21 74,94
<br /> + 0 72 � p SLOPE 0.1 � + N CORN G X. PROPOSED MADE � = 100,
<br /> 77
<br /> TOE
<br /> 00 P 84.88nn -76.37 -7
<br /> AREAS �`'O v V .,JRNG /
<br /> rR 84.17 74.79
<br /> 4 ft. 85.61 19.0 Ire. Total Field # 1 P �7O , A CORN G 0 100 200 300 400 500 600 700
<br /> � 4.
<br /> 89.49 + 6 84.22
<br /> 1 T + SECTION B -B
<br /> OE N6�
<br /> + EEPRC ++
<br /> A ' ` CORN G
<br /> 84.56 4.71
<br /> P12
<br /> &78
<br /> 85.72 10 4
<br /> + 8 ORNG
<br /> 5.76
<br /> 89.98
<br /> + pp 85 W 70TRN 100
<br /> VN6PT
<br /> 86-73 96
<br /> 1 5.85 92 MAINTAIN 2:1 SLOPE
<br /> 88.36 + ORN G
<br /> S6INPIPE 8 EXISTI IG GRA E
<br /> ON 4
<br /> + 84
<br /> 64
<br /> 86, 6.55
<br /> 91.00 85,81 8 0 PROPO D GRA E
<br /> + Vg1C + CORN G
<br /> 8fi 69 6LLIi__ A
<br /> .5' UND R CUT IN EXTR ME
<br /> SAND A�IEAS 2.5 UN ER CU IN EX REME SAND AREAS
<br /> 6.91 72 W I N '
<br /> 83.89 83.75 CORN G
<br /> CP126
<br /> 91. 89.44 +83. 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500
<br /> +�47
<br /> + + WTC PD TCH
<br /> 90.93
<br /> 4.62 Q WATER TEST HOLE 65
<br /> P TOE
<br /> + SECTION A- A
<br /> T + T�O 85,73 X N G
<br /> ""111111m, OP +
<br /> CFS
<br /> 0
<br /> 1 0.65
<br /> TES, O,� 85.54 83,86 +
<br /> NO + 0 77.00 G PLEVEE
<br /> +
<br /> 11 86.53 ` 77.94 77.26 77.16 76,65 + 2
<br /> THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-030-11 WHICH TOTALS 128 AC ` NEDGEDlTCHTOE OO
<br /> 81.83 8 1
<br /> THE PROJECT SITE CONTAINS 20,7 ACRES +/-, 1 O ^� CHTOPANG SDITCHT P SDlTCHTOP 81.1+
<br /> -�-� SDI C
<br /> THE AVERAGE EXISTING ELEVATION IS 85,0'
<br /> THE AVERAGE FINISH ELEVATION IS 77,5' +84 86 +
<br /> �/� � 1.7 Acres. Field 2 81.82
<br /> WTOPDlTCH 76171.3 Sq-ft. G
<br /> THE AVERAGE CUT IS 7,0' '/ TOPSOIL o
<br /> THE SITE IS FALLOW AND BARE WITH NO CROP PRODUCTION. /� LLJ
<br /> 81.45 0
<br /> O
<br /> THIS PROPOSED GRADING EXCAVATION PROPOSES TO REMOVE APPROXIMATELY + �
<br /> 234,000 CUBIC YARDS OF MATERIAL„ 85.33 83-55 2,07
<br /> NO STRUCTURES ARE TO BE REMOVED AS A PART OF THIS PROJECT. + EESTART +
<br /> 1
<br /> A PERFORMANCE BOND OR OTHER FINANCIAL SECURITY SUFFICIENT TO COVER THE COST OF 82.04
<br /> REHABILATATION OF THE SITE FOR AGRICULTURE USE SHALL BE SECURED BY THE LAND OWNER 7+ +82.34
<br /> OR EXCAVATION CONTRACTOR, AND APPROVED BY COUNTY COUNSEL, PRIOR TO THE 84.81 82.70 C' I�' iR+ ff•03
<br /> COMMENCEMENT OF ANY EXCAVATION, NEDGEDCTCHTOE + m 82. 1.7
<br /> WE I P EVES
<br /> THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC
<br /> CONDITIONS OF APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND r' 4.F t. ~
<br /> DEPARTMENT OF PUBLIC WORKS, ;
<br /> THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN C❑UNTY 83.71
<br /> ENVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS, + � ',, ';� / f'";; `�:•
<br /> THE EXCAVATION CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO85.53 +
<br /> G� 83' '
<br /> PROVIDE DUST CONTROL IF NECESSARY, + +83.95 WE !
<br /> r0� WTOPDITCH 84'03 a j
<br /> T
<br /> IT IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE L❑CATION OF ALL EXISTING UTILITIES, THE UTILITIES 4 rII 8 .32 84.42 2 1
<br /> SHOW HEREON ARE PLOTTED FROM AVAILABLE RECORDS AND SURFACE LOCATIONS T❑ SHOW GENERAL L❑CATI❑N ONLY, /� V�� SH LELITE 8429 + BEC. 6 T. R.SE.
<br /> THE CONTRACTOR SHALL D❑ NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN \ y SHOLELITE
<br /> 1 /� /� ;R49EAT� m'wuPOLAND)
<br /> /]�/ + 0 EV£EPOC SCALE IiB4Q" `• -a_.,;_,}
<br /> THE OPPORTUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL 85.36 SHOLELITE AUMBORS i,
<br /> NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES, NEDGEDITCHTOE e '
<br /> THE EXCAVATION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT
<br /> THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH + L 5 32
<br /> REQUIREMENTS, THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE g4 �_n DEC
<br /> EXCAVATION CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL 84.93 8 �'o`� °°"
<br /> LIABILTY, REAL ❑R ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY REEEND +
<br /> G
<br /> ARISING FROM THE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR, V
<br /> C r
<br /> THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY, THE EXCAVATION CONTRACTOR O Op
<br /> THE LAD OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED 85
<br /> AND/OR N AVATED MATERIAL
<br /> 85.26 _._._.... ._
<br /> UPON COMPLETION OF THE GRADING AND EXCAVTION, ROW CROPS WILL BE PLANTED, _ /J +
<br /> �
<br /> REVISED SITE PLAN
<br /> IDSIDE
<br /> EE Application PA- 1 0 0 0 0 4
<br /> OPF'lPEWATERSID
<br /> 3
<br /> VICINITY MAP
<br /> "\\� RecaIved G In
<br /> C.
<br /> MAR 2010 REVISIONS DATE BY PREPARED FOR : OWNER: LINDA HEISIG SHEET
<br /> FARL_ EY ' S SURVEYING DATE P.O. BOX 17
<br /> WEST
<br /> c p � /� CHANGE SLOPE, ADDED WATER TABLE 02/23/2050 REEVES SAND COMPANY HOLY, C A. 95234
<br /> 7500 N i YY J T L N i SCALE 1 10 0/ CHANGED NO EXCAVATION TO ODD FT 03/2 / 010 o MINING PLAN
<br /> 1
<br /> STOCKTEN , CA , 95210 CHECKED BY:
<br /> OF
<br /> 209 - 473 - 3645 DRAFTED BY: E
<br /> PRINTED 03/23/2010
<br />
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