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a r a m OWNER'S m KEITH AND DENISE POWELL m 17800 SOUTH COMCONEX ROAD REVISED SITE PIAN MANTECA, CA 95336 208-180-10 Applira6on# PA I il11n 30 WENDELL J. NARAGHI TR. RamNedBy =91S on f Z EXISTING 6' CMU WALL TYP. ALONG NORTH, g EAST PROPERTYLINESINDICATES DIRECTION OF SURFACE EX. DRAINAGE INTO EXISTING ALMOND LEACH EX. 100% REPLACEMENT (TYP.) EXISTING ALMOND ORCHARD LIN ORCHARD APPLICANT/DEVELOPER LINES TO REMAIN (APPX. 10 ROWS) EX. 20' GATE AREA NOO'32'30"W 881 .89AMERICAN CRANE RENTAL 17800 SOUTH COMCONEX ROAD ARM Aft SEVICE MANTECA, CA 95336 ® ® ® ® ® ® 0 i EX. VENT POLE P.P. o !® I® I,® ® ® Aft Aft j0hk Aft A% Aft Aft Aft ® Aft 91% Aft Aft Aft Aft Aft Aft Aft A% r I I1------------------ -------- --- -� VEX. WELL 1 bi 1 h ® ® ® Aft A& Aft f ¢ L________ ____________J - ------ -- 30' S.S.J.LD. LATERAL "Rd" ----- o - �` r EASEMENT PER O.R. 2700-265 N ® Aft Aft Aft A& ® �+ I w -i EX. 12' WIDE 120' Aft SITE NOTES m = a CONCRETE APRON 5� `� 1 . THE ASSESSOR PARCEL NUMBER ISA 208-180-23. o PROPOSED 20 I 2. THIS PROPERTY CONTAINS 11 .80 ACRES.. Z z �`.` ROOF OVERHANG ( 3. THIS PROPERTY IS ZONED I-L. 03 0 v `� I 4. THE GENERAL PLAN DESIGNATION IS I/L. W w 5. DOMESTIC WATER IS BY CSA 30. 0 z PROPOSED RESTROOMS 6. SANITARY SEWER IS BY SEPTIC TANK AND LEACH FIELD. EX. 10' ROOF `` ® a w N OVERHANG ``__ (SEE NOTE N0. 11 de 12) C I 7. STORM DRAINAGE IS RETAINED ON-SITE. 8. THIS PROPERTY IS NOT UNDER WILLIAMSON ACT CONTRACT. Q� z BUILDING d#4 9. THIS PROPERTY IS NOT SUBJECT TO INUNDATION OF THE 100 r l (, BUILDINGS PROPOSED ta,aoO s.F. I i YEAR FLOOD (PANEL NO. 645F). ►j w EXISTING 8,960 S. I EQUIPMENT STORAGE I ' 1 10. THE PROPERTY ADDRESS IS 17800 SOUTH COMCONEX ROAD. ��--11 EQUIPMENT STORAGE I EX. 25' WIDE BUILDING 35.4' BUILDING CONCRETE APRONi 11 . THE SAME EMPLOYEES WHO USE THE EXISTING RESTROOMS IN Aft ft PROPOSED 20' ft ft EXISTING BUILDING #3, WILL FOR CONVENIENCE, USE THE NEW 80' ROOF OVERHANG I EXISTING 6' CMU WALL TYP. ALONG NORTH, PROPOSED RESTROOMS IN PROPOSED BUILDING #4. THERE WILL Q.' 'z 1SOUTH, & EAST PROPERTY LINES NOT BE ANY INCREASED SEWAGE GENERATED AS A RESULT OF L— —J w w w � w w ( 1 ADDING THE PROPOSED RESTROOMS. THE PROPOSED RESTROOMS FX1 0 i 20' ROOF OVERHANG I WILL BE PLUMBED IN TO THE EXISTING SEPTIC SYSTEM PROPOSED PROPOSED ' L _ — — — — — — — — — — Aft 12. REFER TO "DISCUSSION OF PREVIOUS NITRATE LOADING STUDY" EX. DRAINAGE CULVERT-7CONCRETE APRON CONCRETE APRON ® PREPARED BY LIVE OAK GEO ENVIRONMENTAL, INC. DATED MAY 0.,4 29,............. ••—••—••—• - HEALTH DEPARTMENT, TO SAN JOAQUIN COUNTY ENVIRONMENTAL - - - - - - 019 ADDRESSED EXISTING — EDGE' OF EXISTING COMPACTED ROCK " ! cr w EX. CONCRETE DRIVE COMPACTED I f 0 1.5,4 .SMOOTH o RIVER ROCK 208-180-17 I °0 CORNERSTONE u> Lo COMMUNITY CHURCH z � 4'X4'X4' SUMP (SEE BLDG. z � ~n PLANS SLIT. S2) I I EXISTING CRANE PARKING AND w EQUIPMENT STORAGE AREA o w 32 EXISTING FUEL 1„t WASH RACK I i (EXISTING COMPACTED NSYSTEM FUEL TANK TANK BY - I m SEPARATE PERMIT I I 1.5"4 SMOOTH RIVER ROCK) 60 125' v ¢ I � EX. DIRT BERM 2 o Z Y w UZ O Z ccQ � . I 1 = o EXISTING STORM DRAINAGE ¢ o x w w J . RETENTION BASIN TO REMAIN � EX. CYCLONE— cf) owo� � Xw BUILDING 1 m J CC) wiz oo J FENCE W/BARBWIRE Of z Ld O O (n W EXISTING SHOP/ O Z 0 O Q g � w Lu VEHICLE REPAIR O o O � �, \ EXISTING I. LL n 6 0 15,000 S.F. z I I a Fr- Liz o z Y COMPACTED 00 wo - > o n � „ .1.5"4 SMOOTH I LW � � o u n w � Of RIVER ROCK C-4 CJ C14 U a r 8'X12' TRASH �. EXISTING N I I (T"",� z PGE ~E� AREA C� BLDG. x I `./ U 01 TRANSFORMER INTERIOR Qa z z EXISTING 26 EXISTING I � ' 155' 80' CONCRETE PARKING. STALLS LLJ T� 00 BUILDING #2 SIDEWALKS :o I ~n v1 Q z c w EXISTING OFFICE/ o EXISTING 30' ELEC. a I .. ADMINISTRATION ¢ SLIDING GATE '9 : I Ow �`*lj Z��111 M•�1 '4i 3.200 S.F. 10 I II . .I wp a i i 1EXISTING OVERFLOW PARKING AREA I LANDSCAPE EXISTING L - - _ _ — _J- - —1 ` - - _ —I - - —f — - - -- � ' w W ¢ I LOUISE AVENUE �► zi 17 EXISTING 1,200 GAL. djj� Nfiv� DG F C PA D R K I z = SEPTIC TANK Y C) Y PARKING STALLS. ® & DISTRIBUiTION O ABS TIGHT-INE BOX _ 1 o m 28 o EX. 100% FILTER BED EXPANSION AREA I i m O z 4" THICK CONCRETE w W w EX.. CYCLONE o PARKING LOT oN z Lu v EXISTING ALMOND ORCHARD w w FENCE 25' 9 70' o ® TO REMAIN (APPX. 4 ROWS) X SITE O a a+ f o x o F o i EX. CYCLONE z 'a o wAft Al% &ft Aft A& Aft i EX. DIRT BERM FENCE I F p o r . . o Ul ¢ y r•�1 - - - CIO - - - - - - - s M EX. LANDSCAPE ARE X. PE R 30' -� EX. LANDSCAPE AREA i i — EX. LANDSCAPE ARL4. — M ¢ 0 ° ¢ F� A 314.42' z FH� 500'36'01"E 863.88' `�.` __iSTATE HIGHWAY N0. 12O 0 EXISTING 25' SLIDING ELECT. GATE Z ,.l EX. CYCLONE V PROPERTY LINE AND RIGHT-OF-WAY EX. CYCLONE WITH KEY BOX FOR FIRE DEPT. ACCESS EXISTING SERVICE LATERAL FENCE W/BARBWIRE OF COMCONEX ROAD FENCE W/BARBWIRE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EMERGENCYCOMCONEX ROAD _ _ _ CD o— - EXISTING DRIVEWAY APPROACH PER SAN - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -p— i —r� 10" WATER- - — JOAQUIN COUNTY STDS. - TYP. - - - - - - VICINITY MAP ------------------------------------------f------------------------------- ------------------------------------------------------------- ------------------------------------------- ------------------------------------------------ ----------------------- NO SCALE I P.P. EXISTING 2' BLOCK WALL WITH P.P. i 208-180-18 4' WROUGHT IRON FENCE ROBERT L. & RUBY L. EVANS w = 208-180-21 � DATE 05/29/2019 ROBERT L & RUBY L EVANS -i SITE PLAN 208-180-05 CONTINENTAL TELEPHONE CO. �O L �'�9l GR CD z F. FIVE RESOURCES LLC 208-180-06 �c�c'�`® L. �`SG DRAWN BY SCALE: 1 "=40' a Nag4 apo CHECKED BY JAG JOB NO. SHEET 2019-27 © QUARTAROLI & ASSOCIATES, INC., 2019. ALL RIGHTS RESERVED OF SHEETS