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<br /> 2--
<br /> SITE
<br /> SITE PLAN
<br /> AppliciRtion #PA- 10 0 0 0 4 3 + G D.- C
<br /> 18 SEQGERQ 83.24 9 575.73
<br /> 1.19 SEDGE10 LDGEIORQ SEDGEIORI]
<br /> RBceiV d By On 2 � ��. SEDG 10RD QfRMG
<br /> � � � E10RD
<br /> 85.88 84.28 74 --
<br /> P$HOTFYIPP 84.94 COK'j G LEGEND:
<br /> 01
<br /> 97 77•2�� PROPOSED FINISH GRADE
<br /> 73 85 61 MODERATE SANDY AREAS
<br /> 91.88 0 76.3 .86 3 85.72_
<br /> EXISTING ELEVATION
<br /> ::E- 85.27 84.19 CORN G 8 9 MAINT 114-2-:1 SLOPE }
<br /> m + + J
<br /> 85.48 Z] 84.71Q • POWER POLE
<br /> 8
<br /> 0 + + DITCH
<br /> 0.72 84.21 74.94 8
<br /> TOE +
<br /> SLOPE 0.1 % N CORN G
<br /> 77
<br /> 76.37
<br /> PO 84.17 CORNG 73 ,
<br /> ER
<br /> 85.61 74.79
<br /> 89.49 + 0 CORN G 0 100 200 300 40D 500 600 700
<br /> 1 TOE 84.22
<br /> + EEPRC + + SECTION B - B
<br /> r A- A WEA.
<br /> 200 84..56 CORN G�`-
<br /> FEET T + 71
<br /> 12
<br /> 85.72 6.78
<br /> 89.98 +
<br /> +II8 -ORNG 104
<br /> VEE�(}}�IDPT 85 W ?'8N
<br /> 8NG
<br /> 86.7 100
<br /> +
<br /> 96
<br /> 9 MAINT N 2:1 SLOPE
<br /> �
<br /> 88.36 5
<br /> S' 61NPIPE + ORN G
<br /> oN 4 88
<br /> + 84
<br /> 85.81
<br /> + V1l C 6.55 200 T.
<br /> 86.69 ORN G 80 _.
<br /> PRO SED G1111 tADE
<br /> 76
<br /> 2.5 UN R CU IN EX LME 5 ND AR AS
<br /> 6.91 72 --
<br /> 83.89 8375 ORN G
<br /> 91.47 89.44 + + CP 261
<br /> 0 0 0
<br /> + + 200 300 400 500 600 700 800 900 1000
<br /> 1100 1200 1300 1400 1500
<br /> 90.93 T D H
<br /> Pa TOE +84.62 Q WATER TEST HOLE
<br /> + " 0 7 5
<br /> T °F o N G SECTION A A
<br /> 27.6 Acres. Total Field # 1
<br /> A 1201817.6 Sq.ft.
<br /> MOTES, B5.54 0
<br /> 86.53
<br /> 83.86 G 1 0.65
<br /> + +
<br /> THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-030-11 WHICH TOTALS 128 Ac, �
<br /> N77.0 EDGEDITCHTOE 77.94 "�"'� 77.26 77.16 76.65 . Z PLEVEE
<br /> FHE PROJECT SITE CONTAINS 33.8 ACRES */-, _ 28
<br /> 81.83 8 1
<br /> CHTOPANG I H I UP S +
<br /> rHE AVERAGE EXISTING ELEVATION IS 85.0' L 51 L77.251 0ITCHTOP 81.1
<br /> SDI
<br /> FHE AVERAGE FINISH ELEVATION 1S 77.5' + $ 86
<br /> FHE AVERAGE CUT IS 7,0`
<br /> W OPDITCH 81.82
<br />-HE SITE IS FALLOW AND BARE WITH NO CROP PR❑DUCTION, 6.2 Ares. Field # 2 G
<br /> 26157 .6 Sq.ft.
<br />'HIS PROPOSED GRADING EXCAVATION PROPOSES TO REMOVE APPROXIMATELY 81.45 TOPSOIL
<br /> 379,000 CUBIC YARDS OF MATERIAL„ VV +
<br /> J❑ STRUCTURES ARE TO BE REMOVED AS A PART OF THIS PROJECT. +85'33 D 83.55
<br /> .
<br /> I PERFORMANCE BOND OR OTHER FINANCIAL SECURITY SUFFICIENT TO COVER THE COST OF 1 EESTART +8207
<br />!EHABILATATION OF THE SITE FOR AGRICULTURE USE SHALL BE SECURED BY THE LAND OWNER + 7+ '4 8204 82.34
<br /> IR EXCAVATION CONTRACTOR, AND APPROVED BY COUNTY COUNSEL, PRIOR TO THE 84 81 +
<br />:OMMENCEMENT OF ANY EXCAVATION. + " 82.70 G Co
<br /> IvEDGEQITCHTOE �O + 131-03
<br /> a' 8 2. 1.7
<br /> HE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC ew�Jl r�
<br /> N N OF APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND +
<br /> WE i P EVES T�+.�,'r "_ �" �� •": t"
<br /> iEPARTMENT OF PUBLIC WORKS, J
<br /> 4�-w v, new lei a! s
<br /> z . AnE, '
<br /> HE LAND OWNER AND EXCAVATI❑N CONTRACTOR SHALL CONFORM TO ALL SAN JOARUIN COUNTYw
<br /> NVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS. ,t
<br /> �.:
<br /> HE EXCAVATION CONTRACTOR SMALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO 0
<br /> ti mow :
<br /> ROVIDE DUST CONTROL IF NECESSARY. +85.53
<br /> r, iv', ,
<br /> S roE wTOPDITCH 84.03 + + , `
<br />❑ TREES AND/OR RUBBISH WILL BE DISPOSED OF OR STORED ON THE SS,J,I,D, EASEMENT OR PIPELINE, o� G WE � 01
<br /> � ,4• .*ot
<br /> C IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES, THE UTILITIES I -
<br /> ��` 8432 84f}
<br /> ADW HEREON ARE PLOTTED FROM AVAILABLE RECORDS AND SURFACE LOCATIONS TO SHOW GENERAL LOCATION ONLY. r Ski LELITE ,$4.29 SHOLELITE SLG
<br />-IE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN 85.36 SHOLELITE � -VEEPOC VOW74T,
<br /> SULt 10 JQAWNiti{,pd cMMT7
<br /> N •..ti3
<br /> AUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL NEDGEDITCHTOE U�s�sw►6
<br /> CESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES.
<br /> qE EXCAVATION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT f
<br /> fiE COF5,32URSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH , ��94 � I
<br />-QUIREMENTS, THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE FSI- 84.q3 � 8 '
<br />(CAVATION CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL �/ \ FE +
<br /> ABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY
<br /> USING FROM THE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR, _ \ O TOp D
<br /> Z
<br /> fE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY, THE EXCAVATION CONTRACTOR85,b � n`
<br /> JD/OR THE LAND OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED MATERIAL. 85,26
<br />'ON COMPLETI❑N OF THE GRADING AND EXCAVTION, ROW CROPS WILL BE PLANTED,
<br /> r` +
<br /> i
<br /> �1DSIDE
<br /> EE VICINITY MAP
<br /> QJ' i At� O OPPIPEWATERSID
<br /> F^ ARLEY ' S SURVEYING DATE : FEB, 2010 REVISIONS DATE BY PREPARED FOR:
<br /> _ OWNER. LINDA HEISIG
<br /> 7500 N , WEST LN, SCALE '
<br /> rALE . 1 p T 100' Q CHANGE SLOPE, ADDED WATER TABLE 02/23/2D10 REEVES S A N T�D COMPANY P.O. B 0 X 17 SHEET
<br /> ❑CKT ❑N , CA , 9510 CHECKED BY:
<br /> o MINING PLAN HOLY, CA. 95234
<br /> 209 - 473 - 3645 DRAFTED BY:
<br /> 1
<br /> PRINTED 02/23/2010 OF
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