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D <br /> SITE PLAN a.< m <br /> OWNER'S Application #—&19000 30 <br /> Received By On 15 Iq m <br /> KEITH AND DENISE POWELL <br /> 17800 SOUTH COMCONEX ROAD <br /> MANTECA, CA 95336 <br /> 208-180-10 <br /> WENDELL J. NARAGHI TR. z <br /> 0 <br /> N <br /> EXISTING 6' CMU WALL TYP. ALONG NORTH, <br /> SOUTH, & EAST PROPERTY LINES INDICATES DIRECTION OF SURFACE <br /> EX. LEACH <br /> DRAINAGE <br /> INTO EXISTING ALMOND EXISTING ALMOND ORCHARD APPLICANT/DEVELOPER <br /> PROPOSED 100% REPLACEMENT A (NP.) EX. 20' GATE <br /> LINES AMERICAN CRANE RENTAL <br /> LEACH UNES AREA TO REMAIN (APPX. 10 ROWS) /- <br /> // <br /> N00'32'30'W 881.89' <br /> 17800 SOUTH COMCONEX ROAD <br /> MANTECA CA 95336 <br /> EX. VENT Afti + POLE <br /> ;Aft Aft- I <br /> 1 <br /> I I <br /> A& Aft Aft <br /> --------------------------------- --- --' EX. WELL <br /> !Aft ift Aft' Aft Aft 91% Aft <br /> I I I I I 00 <br /> �i i I® <br /> Q L_--.1--__J L____j_--_J L____________________ __J �, I I - 30' S.S:J.LD. LATERAL "Rd" <br /> o L_____ __________� ' EASEMENT PER O.R. 2700-265 <br /> r- I <br /> N j ` I i I ! SITE NOTES <br /> o I 120 I I 1. THE ASSESSOR PARCEL NUMBER IS A 208-180-23. <br /> `I _j EX. 12' WIDE I `� Aft Aft A& Aft <br /> 00 = a CONCRETE APRON I 5O %`�` PROPOSED 20' ® ® 2. THIS PROPERTY CONTAINS 11 .80 ACRES.. <br /> v 1 I I i 3. THIS PROPERTY IS ZONED I-L. 104 <br /> �' ` ROOF OVERHANG I W 0 <br /> I o �� ( I 4. THE GENERAL PLAN DESIGNATION IS I/L. <br /> 00 X: 05. DOMESTIC WATER IS BY CSA 30. w <br /> N o `�� I 1 i 6. SANITARY SEWER IS BY SEPTIC TANK AND LEACH FIELD. x-01 <br /> a J PROPOSED 1 I I 7. STORM DRAINAGE IS RETAINED ON-SITE. 14 <br /> z EX. 10 ROOF \`__ b <br /> w N I OVERHANG I RESTROOMS 1 I 8. THIS PROPERTY IS NOT UNDER WILLIAM50N ACT CONTRACT, <br /> Qi <br /> 9. THIS PROPERTY IS NOT SUBJECT TO INUNDATION OF THE 100 <br /> z I I BUILDING #4 1 YEAR FLOOD (PANEL N0. 645F). W <br /> PROPOSED 14.400 S.F. 1 ' ' <br /> BUILDING #3 I 10. THE PROPERTY ADDRESS IS 17800 SOUTH COMCONEX ROAD. <br /> EQUIPMENT STORAGE I I <br /> EXISTING 6,960 S.F. I 1 <br /> EQUIPMENT STORAGE I EX. 25' WIDE I BUILDING 1 <br /> 35.4' BUILDING CONCRETE APRON Aft elk <br /> PROPOSED 20' I ® ^ <br /> ROOF OVERHANG I I I EXISTING 6' CMU WALL TYP. ALONG NORTH, Q-1 <br /> SO' I I ' ' SOUTH, & EAST PROPERTY LINES C <br /> � w w w <br /> I 20' ROOF OVERHANG I L_ J � � w u O <br /> L — — — — — — — — — — — PROPOSED PROPOSED <br /> CONCRETE APRON CONCRETE APRON <br /> EX. DRAINAGE CULVERT I H <br /> _..�.._ _ - - - -- - - - - - - - - - - - - <br /> I <br /> Cr <br /> EXISTING I EDGE OF EXISTING COMPACTED: ROCK <br /> COMPACTED C .. �./ <br /> w EX. CONCRETE DRIVE 1.5"0 SMOOTH I I � � <br /> m a3 RIVER ROCK i I I i ao 208-180-17 <br /> L00 O CORNERSTONE COMMUNITY CHURCH r <br /> v1 I . I w <br /> Z LO <br /> ul <br /> 4'X4'X4' SUMP (SEE BLDG. I I i EXISTING CRANE PARKING AND w <br /> N 32' PLANS SHT. S2) EQUIPMENT STORAGE AREA <br /> o_ w EXISTING FUEL I ' <br /> WASH RACK I i EXISTING COMPACTED <br /> a sysTEM FUEL TANK TANK BY I I I <br /> 04 SEPARATE PERMIT I I 1.5"0 SMOOTH RIVER ROCK) 00 <br /> w <br /> I I cn EX. DIRT BERM <br /> 00 1 <br /> v' 125' Q z z I z I <br /> o Y <br /> o z a o d a I . <br /> Y z 00 a w I 0- <br /> 9z <br /> I <br /> w = o � x w �_ EXISTING STORM DRAINAGE I <br /> a 1- a _ w . RETENTION BASIN TO REMAIN i �'� <br /> o Xww w I EX. CYCLONE io <br /> 0 0 �Y ? 00CR <br /> a BUILDIN_G__ #1 w 3z � o I a I FENCE W/BARBWIRE <br /> V) - DO r . <br /> (7 W O N X 'W'I EXISTING SHOP/ O Z O_ I. I I <br /> d' Z (~',) O Xww VEHICLE REPAIR O O O Q � EXISTING I <br /> o : Ina w 0 0 15,000 S.F. z F ¢ I Y COMPACTED W <br /> o = w Xsw azo v~i � .5"0 SMOOTH A U <br /> 00 D_ w O z > <br /> v V) v Lr) o o w RIVER ROCK Z' <br /> � o <br /> = c� .� ca <br /> 00 <br /> � z <br /> o �I 8'X12' TRASH z I , I <J W <br /> N _j EXISTING N I cn <br /> AREA ® BLDG. X I z <br /> z PGETRANSFORMER INTERIOR W" <br /> I i I--i <br /> Ld <br /> a <br /> z EXISTING I 26 EXISTING I I i w <br /> cc <br /> 155' 80' CONCRETE I PARKING STALLS I i V1 Q O <br /> BUILDING #2 SIDEWALKS I I I f ^ <br /> EXISTING 30' ELEC. N <br /> z <br /> EXISTING OFFICE/ O - �9' � I I O ~ <br /> ADMINISTRATION 10, I SLIDING GATE ~I I~ I I w 04 w <br /> 3.200 S.F. .I � '� I I I .. I I I I � �. ..� . I <br /> EXISTING OVERFLOW PARKING AREA I i 4 13J Q O� Z � ►-� <br /> J LANDSCAPE - -- - - - - - - - - - - - - - - - -: - - - - J I i ¢ F3 I LOUISE AVENUE <br /> EXISTING L - - - - - - O <br /> 3 17 EXISTING 1,200 GAL. DG F C' PA D R i 3 w CD 1� Zi <br /> SEPTIC TANK DISTRIBUTION i I i v v = o 'J~1 �� O <br /> Y PARKING STALLS. 1' Qo <br /> ® ® ABS TIGHTLINE BOX _ <br /> U <br /> C\2 Pq <br /> ----------------- -- __ <br /> of 28 o i ` EX. 100% FILTER BED EXPANSION AREA W <br /> m 4" THICK CONCRETE <br /> w PARKING LOT o z vi m ' EXISTING ALMOND ORCHARD i i w I x SITE z a' <br /> EX.. CYCLONE o "' w o <br /> 0) g' o TO REMAIN (APPX. 4 ROWS) EX. CYCLONE z <br /> FENCE 70' x — I o I FENCE I z o H <br /> 0 25 w - � I i I EX. DIRT BERM N a Y <br /> fff o 0 <br /> o - --'- - M I ¢ o � A <br /> M - - - - -- - - -- - - -- - - - - - - - - - - - - - '—.-- <br /> EX. LANDSCAPE RE X. PE R 3Q' EX. LANDSCAPE AREA ' EX. LANDSCAPE RE _ <br /> �- 314.42' -� STATE HIGHWAY NO. 120 Z <br /> FH--Q S00'36'01"E 863.88' i, <br /> I !� <br /> o EXISTING 25 SLIDING ELECT. GATE EX. CYCLONE-/ i�1 PROPERTY LINE AND RIGHT-OF-WAY EX. CYCLONE ~+ <br /> ``' WITH KEY BOX FOR FIRE DEPT. OF COMCONEX ROAD / <br /> FENCE W BARBWIRE FENCE W BARBWIRE 0 <br /> EXISTING SERVICE LATERAL / - - -- _ -- _ _ -- - _ _ — _ — _ _ _ _ _ - - - - - _ - - - <br /> I EMERGENCY ACCESS -- - - - - - - - - - - - - - - <br /> - - - - -I---- - - - - - - - - - - - - - - - - -�- - - -- - - VICINITY MAP <br /> COMCONEX -ROAD- -- -- EXISTING DRIVEWAY APPROACH PER SAN- - - - - - - -- - - -- -- - - - - -- - - <br /> _ I — — — — — — — — —— — — —— — — — — — — — — — — - <br /> - - - - - -I- - - - -- - -10" WATER- -I- - - -- - - -- - - - - - - - - JOAQUIN COUNTY STDS. - TYP. <br /> ------------------------------------------------------------ <br /> - --------------------------- ------------------------------------------------- ----------------------- NO SCALE <br /> I P.P. P.P. <br /> EXISTING 2' BLOCK WALL WITH <br /> 208-180-18 4' WROUGHT IRON FENCE A <br /> ROBERT L. & RUBY L. EVANS H <br /> Ld DATE 02/13/2019 <br /> 208-180-21 3 0 208-180-05 208-180-06 C�S�`QL.� °rG DRAWN BY <br /> SITE PLAN , Cdr GR <br /> ROBERT L. & RUBY L. EVANS 2 z F. FIVE RESOURCES LLC CONTINENTAL TELEPHONE CO. <br /> 0. ,. p CHECKED BY <br /> SCALE: 1"=40' No 4160 � JAG <br /> JOB N0. <br /> I r 2019-27 <br /> SHEET I <br /> © QUARTAROLI & ASSOCIATES, INC., 2019. ALL RIGHTS RESERVED OF I SHEETS <br />