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SITS PI9fl4177 <br /> On <br /> --- <br /> McDONALD <br /> N90.00'00"W <br /> EP --- EP �� EPEP "� EP �� EP S — EPS z TOO' T - � —°`- �rO-- h ^� � � � o DAVINI ROAD I MCDONALD ROAD <br /> .�. �. �. P-p--EPS. EP EP �. EP �. EP �� ---EP ,C ---EPS; EPS EPS, -----E --�-- EP EP EP EPS q <br /> � <br /> col <br /> � ' � o g g g g � � a g � � g g BENCH MARK <br /> E P—��EP--- --E P- ---- E P p;� EP p E P — T-E P tp EP�--.-.—E P p EP EP--tr- ---EP t, E P --EP-t — E P t7------E P � - E Pip—E FIF------E P E P EP—EP— ELEV. 95.G0' <br /> C;�cr �� �� 00 ` °�� ASSUMED P��E A LIMITS OF W13RK <br /> G 4 <br /> G G + }-- <br /> raad G G gg G G ADD ROCK FOR QRA P.N. 131-060-01 <br /> oma. m _ II = <br /> 50 FT. <br /> G gig 0� �O� Q �tit>FF Z. <br /> gti' <br /> c� G G g G S�QNpN p� �4p1ME9 <br /> I Lq-0 . 8o G G � ��s �i�,�vi ��54�� 190 , 801 1D SGL <br /> �� g g ��g G gf Y ryt-O gryt� 909 7— <br /> C, <br /> 3 <br /> Z _---..................................... - ----•--••---..............--.....- <br /> Q p1 G g +G g + ]3�2AIN-_ ---- - - DRAIN <br /> + +G +G G <br /> [] rod g ".ad <br /> k task <br /> Ll! gti g�0 + fjg 9%Z g� grL�� <br /> VICINITY MAP <br /> Q + grl� G g1 rl�g C) sanland son as g Qsr1� °�� °�� O� Z NO SCALE <br /> g G rl'O`Q g sand �f0 + Li + + Q <br /> °d 5 7. 7 A c. TOTAL FIELD ry G g��p �qind sand a gra' � o G °ad <br /> x d <br /> Q a J <br /> W . 1 A c. SANDY gna 1 G <br /> — 9 c� sand � <br /> and <br /> �g ��g Ld <br /> h� q- 6 A C G �� ,'d + o� �`�' g <br /> + W G c--' g� + 'tl. °�� rod sand d ti� G and <br /> r ad n W sand sand g gig son C O g r,.6N 1xr g'L� `L nd rood NOTES= <br /> O <br /> —� �tx gna• � s°"d a °'� 1° a g 4v ter`' �`� `�'V sand land THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-060-010-000 <br /> (n �. �. O BOTTOM EL 82.00 + a gra' ' cal g� sand � <br /> GO sand �ti0 sand grL�' sa + gry ���L 1cry sand O THE TOTAL PROJECT SITE CONTAINS 57.7 Ac. <br /> 0>0 °' g WATER TABLE s �' g �' THE 9,1 Ac SANDY AREA TO BE EXCAVATED TO A DEPTH OF 12 FT. <br /> + , ixg s grL son � sand � <br /> c EL. 81.00 a°"d g�' g '°" 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 /> d aand gy, Uj� s g�� sand road <br /> sand +sand sa 0160 9.� AC.� SANDY ���� and AVERAGE AVERAGE CUT D•=E 2,25' 93.65' <br /> cp g�' g� and ghj. �* <br /> `bra c gy. g g � sa g�D SCUT 12 �0 �� c� nd �� DEEPEST CUT IN SAND ARE = 12' <br /> + g� and h1 + a o��' �� g� �°c °�� sand ry DEEPEST CUT IN TOP SOIL REPLACEMENT FIELD = 3' <br /> odd 0 sand c, c� gG so �' � d g�°� :' aand ��y °ad AVERAGE ELEVATION AT 100' FROM PROPERTY = 91.00' <br /> �,, � 1 , ](� /I O �� G gc^� $and ��� and ° Sp sand sand gG 176,500 CUBIC YARDS OF MATERIAL TO BE REMOVED, <br /> °} :J `� g sand + °a ` �O �`4tx 191 ° �O THERE ARE NO STRUCTURES WITHIN THE AREA OF EXCAVATION, <br /> LgiO� and G gti sand o�O EXISTING WATER TABLE ELEVATION = 8L00' <br /> g � g � g��� G �` THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL GENERAL AND SPECIFIC <br /> °°d on� g���' +and gP. road CONDITIONS OF APPROVAL SET BY THE SAN JOAQUIN COUNTY PLANNING DEPARTMENT AND <br /> y sand c + 06 DEPARTMENT OF PUBLIC WORKS. <br /> �1 r}Fj g0 G G ojna. <br /> o(. g�. and c� sand THE LAND OWNER AND EXCAVATION CONTRACTOR SHALL CONFORM TO ALL SAN J❑AQUIN COUNTY <br /> + t, + +G ENVIRONMENTAL HEALTH DEPARTMENT STANDARD EXCAVATION CONDITIONS, <br /> c c <br /> �.° aoL ,�� o� c �� THE EXCAVATI❑N CONTRACTOR SHALL MAINTAIN A WATER TRUCK ON THE PROJECT SITE TO <br /> PROVIDE DUST CONTROL IF NECESSAR <br /> road o oJ� g g� road <br /> abnd + <br /> c ���' IT IS THE EXCAVATION CONTRACTORS RESPONSIBILTY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES, THE UTILITIES <br /> ti <br /> Q g�` g�� s nd opo �� o� °� SHOW 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 /> 0 <br /> 41 c c s dO4 �'� +G � THE OPPORTUNITY TO MARK THEIR UNDERGROUND FACILTIES IN THE FIELD, THE EXCAVATION CONTRACTOR SHALL TAKE ALL <br /> %x g�. 41 +G 50 gp. NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES, <br /> tx <br /> W road ��dand 9.� Ac. SANDY nd ��� g gig road THE EXCAVATION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS THROUGHOUT <br /> g <c g� THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH <br /> h� A �`� CUT 12 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 /> o� + + � �� � C°' G LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY <br /> �• c G g�• +GG 4 ARISING FROM THE SOLE NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR. <br /> . <br /> road nd ��' sand <br /> and g�. � � 01THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND FOR THE PURPOSES OF THIS PERMIT ONLY. THE EXCAVATION CONTRACTOR <br /> g� g�• + 0 road AND/OR THE LAND OWNER SHALL NOT USE THIS GRADING EXCAVATION PERMIT AS A BASIS OF PAYMENT FOR EXCAVATED MATERIAL, <br /> G <br /> d `� ,(1 $and C 0 CL CD °��NO WASTE DISCHARGE OF MATERIALS WILL OCCUR ON SITE. <br /> h � O O g d �� � <br /> t' cb �� � � O N � O o G z <br /> N <br /> g sand p,�� G g <br /> qj0 U) <br /> and <br /> road -- a d g�A� g��(0 Di�O g� road <br /> O O g <br /> nd s®d t� nd � �b G g�4c x <br /> g� y0 + �rL y1 X43 �� G htK �1 gig s R ^a ��g� ^ 0� aD �W <br /> �L,1tg 1 g c son g�' and o}``a' G g�' gp. gs G pc Gj. G O 4 g g N' <br /> rosy g� oro�d road �� faad�J road c�,� + + g road road road '� road rogd + 0 g g� g� g� gr d +d ch <br /> L3' �s road + O road road + <br /> its It road + na'h + �}, O road �� rood <br /> +G g�� G `3". �G'1 g�.• g� road g�g9� road rod + ad gryDc rQ� <br /> 1q ? . nN92 . 00 + 92 . 00 <br /> ditch cI +G o� +G O� X00 G Oo g o G L E G E N D <br /> gV g g�. g�. + g�. <br /> MATCH FIELD GRADE G G � m MATCHG 92 . 00 <br /> E L D GRADE PROPOSED FINISH GRADE <br /> 100.00 EL, 4.0 EX, GROUND EL gtx <br /> + g°' EX. ELEVATION <br /> SANDY AREA <br /> EL. 8219' <br /> EX. W TER TABLE <br /> 75.0%.a-- <br /> 100 200 250 <br /> w� SL <br /> SECTION A—A 1 100 AND <br /> D <br /> 105 <br /> 6939 -< <br /> EX. GROUND EL. EXP. 9-30-2019 <br /> r <br /> HHOPOSED <br /> FINISH GRADE a EL. 90.80' a9r� o� cAL�Fo��` <br /> 800.0 400 800 SECTION 8-13 1200 1600.000 <br /> 2019 REVISIONS DATE BY PREPARED F�O R ,, SHEET <br /> MICHAEL PARLEY, LAND SURVEYOR DATE APR 15,: REEVES SAND AND GRAVEL INC, GALLO <br /> 1607 BARCELONA AVE , SCALE a 1" _ 100' AGRICULTURAL QUARRY <br /> I � 2 <br /> ST ❑ CKT ❑ N , CA , 95209 CHECKED BY: <br /> 209 -- 473 - 3645 MFSURUE I ❑ R@A0L_.. C ❑ M DRAFTED BY: PRINTED APRIL 15, 2019 OF <br />