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SITE PLAN
<br /> Application # im ;i i
<br /> Received By .le be
<br /> McDONALD ISLAND ROAD
<br /> ^� N90'00'00"w DAVINI ROAD
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<br /> CMcDONALD ROAD
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<br /> ° � �—,��EP EP�---EPS—EP EP ta---EP -�---EP ---EP t, EP t, EPS---EPS•,, ERF--EP EP EP EP ELEV. 95.00'
<br /> + °'� °�. °�� �� 4° �� o,`� ASSUMED EG�P1M LIMITS OF WORK
<br /> +G
<br /> road +G +G G G +G G R�J�O�S�y — — J
<br /> 0o ADD ROCK OR ASPHALT Q A.P.N. 131 060 01 i!
<br /> ci� ° Qa s, FOR 100' - _
<br /> G o,�� �°` ti° SEE ATTACHED ROAD ENTRANCE ��
<br /> ° G off. +G G INFORMATION.
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<br /> r °d 57. 7 A c. TOTAL FIELD �� �,��° 9;nd sand s C6 d It O ood o
<br /> SANDY
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<br /> — 9. 1 A c. o,,��� fro G �,�d` sand �rQ� and � �p� 11
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<br /> g 48. 6 Ac. +G INID teds � +� ° �� +G +
<br /> + L_L I G �� + �• ob rod sand d 41 ,� Ixx and
<br /> rad O W sand sand p�GJ� o�� san �� ° s O�rL� `Q) eco �� nd road N D T E S t
<br /> iond
<br /> —� �a ,� o,^�' °���A sand s °'`V 1� s 0rL �rb�' sand +G THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-060-010-000
<br /> O BOTTOM EL 82.00 0 * `�' � so ° ry !l °s G THE TOTAL PROJECT SITE CONTAINS 57,7 Ac.
<br /> ti �� 0° J sand sand s � 1 sand
<br /> (n 0�^J' s � �r0 + ory� 0,10 sand �jo
<br /> + WATER TABLES a O�rl. son sand THE 9.1 AC SANDY AREA TO BE EXCAVATED TO A DEPTH OF 12 FT,
<br /> ad G and EL. 81.00 �� sand y� °�• s �ti�� san sons Cp��0 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,
<br /> sand G sand SO y9rl 9.1 AC. SANDY and AVERAGE FIELD EL. = 93.65'
<br /> o, , AVERAGE CUT = 2.25'
<br /> � and ^j. �� ° CUT 12 '4j�+G sand �
<br /> �6 + �o, ° °� sem, 0;0' �, �o �e� o a DEEPEST CUT IN SAND ARE = 12
<br /> G PHASE 2 c �' and 1 + , o, �� �� ti ^°` 0b son ti� DEEPEST CUT IN TOP SOIL REPLACEMENT FIELD = 3'
<br /> cads �?°'
<br /> sand y�°` �^� °�h c so d o, °� sand cad AVERAGE ELEVATION AT 100' FROM PROPERTY = 91.00'
<br /> G ° sond ° 176,500 CUBIC YARDS OF MATERIAL TO BE REMOVED,
<br /> ��1\10 PHASE 1 L91 - 40 0�^� IG sand sand �S'�� 0,� and 191 . 40 °� 191 . 401 +G THERE ARE NO STRUCTURES WITHIN THE AREA OF EXCAVATI❑N.
<br /> Oo +G * and and G rL sand °'� Oro EXISTING WATER TABLE ELEVATION = 81.00'
<br /> c 9 �' Cb °�� +G h'` THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC
<br /> O0d �°°� and + �� road CONDITIONS OF APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND
<br /> sond 0; + G + oro DEPARTMENT OF PUBLIC WORKS,
<br /> an 5• sand _\rL THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN COUNTY
<br /> °$ ° 0* +G ENVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS,
<br /> sod �o° 1� �' THE EXCAVATION CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO
<br /> PROVIDE DUST CONTROL IF NECESSARY,
<br /> road ° C� tk road
<br /> Z ti and °. �� +G G IT IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES, THE UTILITIES
<br /> < o,°c� ��h +sound °�� ' �o; °��� SHD\/ HEREON ARE PLOTTED FROM AVAILABLE RECORDS AND SURFACE LOCATIONS TO SHOW GENERAL LOCATION ONLY,
<br /> THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
<br /> + , o d o4 °' G
<br /> G o THE OPPORTUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL
<br /> °. c oP o� �° G °� NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES.
<br /> w rood dsand 9.1 Ac. SANDY nd �lh °� road THE EXCAVATION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT
<br /> o, c +G °t THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH
<br /> h� A yti CUT 12 A C951 REQUIREMENTS. THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE
<br /> o<• N° EXCAVATION CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL
<br /> ' o o,°`' gk' G LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY
<br /> �0� G G ° otx- +c °' �� +G °y`? ARISING FROM THE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR,
<br /> + o nd h°' sond and
<br /> r�^0 °'ec o��`� THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY, THE EXCAVATION CONTRACTOR
<br /> road T_ got• g�. +G + t-- road AND/OR THE LAND OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED MATERIAL.
<br /> c
<br /> �°� nd o`� + W P W U NO WASTE DISCHARGE OF MATERIALS WILL OCCUR ON SITE.
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<br /> +G MATCH FIELD GRADE +G +G +G m MATCH F E LD GRADE192* 0�0 PROPOSED FINISH GRADE
<br /> 100.00 EX. GROUND EL.
<br /> °
<br /> EL. 4.0 + °k" EX. ELEVATION
<br /> EX. WATER TABLE
<br /> 75.000,0 100 200 250
<br /> _
<br /> SECTION A—A 1" Boa' AN
<br /> �� O
<br /> 105 '' N0. 6939
<br /> EX. GROUND EL. XP
<br /> ISH GRADE SLOPE 1% EL. 90.80' 9rF o,� CAL� / GG�t7
<br /> 800,0 400 800 SECTION 13-13 1200 1600.00;:
<br /> SURVEYOR DATE : - DEC, 17, 2019 REVISIONS DATE BY PREPARED FOR .- SHEET
<br /> MICHAEL PARLEY, LAND
<br /> 1607 BARCELONA AVE .
<br /> SCALE o REEVES SAND AND GRAVEL INC, GALL❑1// — 100 ADD PHASE LINES DEC. 17 2019 QUARRY EXCAVATI❑N
<br /> STOCKTON , CA . 9509 CHECKED BY:
<br /> 1 / 2
<br /> 209 - 649 - 9905 MF- SURVEY ❑R@A❑ LC ❑M DRAFTED BY: PRINTED DECEMBER 17, 2019, OF
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