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<br /> McDONALD ISLAND ROAD
<br /> Nso•Ga'oa'w DAVINI ROAD McDONALD ROAD
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<br /> ELEV. 95.00` �,E9 a
<br /> °' 4v g o q`O ASSUMED ��.�0 LIMITS OF WORK
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<br /> f00d G G ADD ROCK OR ASPHALT �Rcl A P.N. 131-060-01
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<br /> rad 57. 7 Ac. TOTAL FIELD G qa sand sand g ��' G o G cad
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<br /> �' ° — 9 . 1 Ac. SANDY �� g �o sand a� and g �g ♦l W
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<br /> r ad W sand sand gbh °�� son g� s gsL�♦ g bctl °�� nd road NOTESi
<br /> � ,� CL q'� gry� sans s °'�' 1� os`1� ♦� 4�� °�� sand sand THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-060-010-000
<br /> (I] �` ��` O BOTTOM EL $2,00 * s g`�'' s °'� .�0 1� �1 °' sand +G
<br /> °� a sand °' sa ti `I} ry THE TOTAL PROJECT SITE C❑NTAINS 57.7 Ac.
<br /> �y G g�c° sand q��a ' g�' 'o g q� g'1g sand THE 9.1 Ac SANIDY AREA TO BE EXCAVATED TO A DEPTH OF 12 FT,
<br /> g WATER TABLE g ti n
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<br /> G end EL, 81.00 sand q^�' �tj s ��g sat+ sand ti road 48.6 FIELD AREA TO BE LOWERED BY 2,25 FT AND USED TO FILL IN THE 9.1 AC SITE BACK TO FIELD GRADE.
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<br /> AVERAGE
<br /> �♦ nand G sand ga g�� 9.1 AC, s SANDY and AVERAGE CUTID=E 2.25' 93.65'
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<br /> a CUT 12 �j� sand
<br /> 6 ,�� g g� s g ' la �� g d DEEPEST CUT IN SAND ARE = 12
<br /> +G c °' °�' and �.� s g�ti �^� g�' 0,`1'' sand ty� DEEPEST CUT IN TOP SOIL REPLACEMENT FIELD = 3'
<br /> PHASE 2 * g ?q siond g°` q�' C� ^ �. g�. AVERAGE ELEVATION AT 100' FROM PROPERTY = 91,00'
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<br /> '� and 40 G sand 9 40 `� THE,REOAREBND !STRUCTURES WIMATERIAL
<br /> Hi T❑HEB AREA OF EXCAVATION,REMOVED,
<br /> ���� PHASE 1 91 . 4 0 ���� gra d sped �� g . LS�l �. ��
<br /> nd qL sand O`6 EXISTING WATER TABLE ELEVATION = 81.00'
<br /> q °g 4. THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC
<br /> oad i?igA+ and g 0i�' road CONDITIONS OF .APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND
<br /> sand o,�' +G +G a`O DEPARTMENT OF PUBLIC WORKS.
<br /> �J �' and �. sand ,pry 9 THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN COUNTY
<br /> °' aQ g g"r G ENVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS,
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<br /> sa`d Boa ,�a � THE EXCAVATION CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO
<br /> PR❑VIDE DUST CONTROL IF NECESSARY,
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<br /> z �'1bnd Oti A +G +c IT IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES. THE UTILITIES
<br /> SHOW HEREON AIRE PLOTTED FROM AVAILABLE RECORDS AND SURFACE LOCATIONS TO SHOW GENERAL LOCATION ONLY,
<br /> nd g THE CONTRACTOR SHALL D❑ NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
<br /> p �g g 0 d o� °' +G THE OPPORTUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL
<br /> �• G G �, q� gy`O NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES,
<br /> LXX! road "IJ �.� Ac. SANDY g y� g food THE EXCAVATI❑N CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT
<br /> nd +G �+' g� THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH
<br /> A CUT 1 .2 A g REQUIREMENTS, THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
<br /> + EXCAVATION CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL
<br /> G LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIA13ILITY
<br /> �. 1; c g�• c g� ARISING FROM TIHE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR,
<br /> and o `' © THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY, THE EXCAVATION CONTRACTOR
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<br /> rW cil ry AND/OR THE LAND OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED MATERIAL,
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<br /> W �`�� �°� d �`' �$ � sand O �� of a °� NO WASTE DISCHARGE OF MATERIALS WILL OCCUR ON SITE,
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<br /> MATCH EEL® GRADE G +G m MATCH FIELD GRADE 192' 0 0 PROPOSED FINISH GRADE
<br /> 100.00 EL, 94.0' EX, GROUND EL. g1
<br /> + q�. EX. ELEVATION
<br /> A SAND), AREA
<br /> EX, W TER TABLE
<br /> 75.000,0 100 200 250
<br /> SECTION A-A 1 = 100 A��
<br /> 05 NO. 6939
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<br /> EX, GROUND EL.
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<br /> PROPOSED
<br /> FINISH GRADE I 7oEL, 9 0.8 09rF o� CA',-
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<br /> 500.0 400 800 SECTION 13-13 1200 1600.000
<br /> MICHAEL PARLEY, LAND SURVEYOR DATE : DEC. 17, 2019 REVISIONS DATE BY PREPARED POR SHEET
<br /> REEVES SAND AND GRAVEL INC , GALL❑
<br /> 1607 BARCELONA AVE , SCALE 4 �" = 1ao` A°° PHASE LINES DEC. 17 2019 QUARRY EXCAVATION
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<br /> ST ❑ CKT ❑ N , CA 95209 CHECKED BY:
<br /> 209 - 649 - 9905 MFJSURVEY ❑ RLADL C ❑ M DRAFTED BY: PRINTED DECEMBER 17, 2019. OF
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