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SITE PLAN R7 11Clatlon # INv: 7z.z APP - On Received BY NOTE 1. EXISTING 6' CHAIN LINK FENCE ON EAST, SOUTH AND WEST PROPERTY LINES. EXISTING 4' WROUGHT IRON FENCE ON NORTH PROPERTY LIME. 2. STORM DRAIN: NATURAL DRAINAGE ULTIMATELY TO STORM PONDS. SCALE. 1" = 20' - Tim3. ALL BUILDINGS SHALL REQUIRE A BUILDING PERMIT AS INDICATED ON THE STATE ROUTE 12 CONDITIONS OF APPROVAL. F - - - ' 80 4 BUILDING PLAN BY OTHERS (DEFERRED SUBMITTA ) 5. PARKING STALLS ARE 9'X20'. PARALLEL STALLS ARE 9'X26'. 6. 100% LEACH FIELD REPLACEMENT AREA RESERVED PER EHD STANDARDS. AREA 131 TO BE RESTRICTED FROM DRIVING OR PARKING WHEN USED AS A LEACH FIELD. t _ s 7 SCREENING: ALL STORAGE MATERIALS AND RELATED ACTIVITIES, INCLUDING. 75.8 STORAGE AREAS FOR TRASH, SHALL BE SCREENED SO AS NOTTO BE VISIBLE RIM: 76.2 FROM ADJACENT PROPERTIES AND PUBLIC RIGHT-OF-WAY. SCREENING SHALL 76, 6D INV: 71.85 - - BE 6 TO 7 FEET IN HEIGHT. OUTSIDE STORAGE IS NOT PERMITTED IN FRONT - RIM: 75.2 YARDS, STREET SIDE YARDS, OR IN FRONT OF MAIN BUILDINGS. (DEVELOPMENT .a -- DEPRESSE INV: 70.8 TITLE SECTION 9-1022.4[6][2]} __-- � fr AREA (TYP.) j 248.9' RIM 75.5 + + + + + + + + + + + + + + + + + + 8. CULTURAL RESOURCES: IF IN THE COURSE OF DEVELOPMENT, CONCENTRATIONS OF PREHISTORIC OR HISTORIC PERIOD MATERIALS ARE 26 + + + + + + + + + INv: 70.2 RIM: 76'2 + + + + + + + - + + + + + + + + INV: 71.9 3�O 6F + + + + + + + + + ENCOUNTERED, ALL WORK IN THE VICINITY OF THE FIND SHALL HALT UNTIL AN ARCHAEOLOGIST CAN EVALUATE THE MATERIALS AND MAKE - - 6.3 + + + + + + + + + + + + + + + + + + + + + + + + RECOMMENDATIONS FOR FURTHER ACTION. IF HUMAN REMAINS ARE 1 + + ENCOUNTERED, ALL WORK SHALL HALT IN THE VICINITY AND THE COUNTY +�' � � o � o 0 0 0 o r�--•, o 0 0 � o LEG CORONER SHALL BE NOTICED IMMEDIATELY. AT THE SAME TIME, A QUALIFIED + +4 ARCHAEOLOGIST SHALL BE CONTACTED TO EVALUATE THE FINDS. IF HUMAN+ �� , ! 1 I ! 3 I I ! I I r a + + + BURIALS ARE FOUND TO BE NATIVE AMERICAN ORIGIN, STEPS SHALL BE TAKEN + } i i I I I i I f ! i I f I I J I. + EX. EXISTING PURSUANT TO (SECTION 15064.5(E) OF GUIDELINES FOR CALIFORNIA + I I f I I I I I I I I + + + AC ASPHALT CONCRETE ENVIRONMENTAL QUALITY ACT.) + V I I I I I I I I + + A.P.N ASSESSOR'S PARCEL NUMBER + ` • + + + BLDG BUILDING 9. SOIL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING + STATE ROUTE 12 (EX.) 15-PARKING + + CF CUBIC FEET SERVICES DURING THE GRADING PHASE THAT INSPECTION AND TESTING REPORTS +C; 5.s STALLS TO REMAIN + + + F.F. FINISHED FLOOR SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. LP LIGHT POLE o + + (P) 4-PARALLEL PARKING + - + P PROPOSED 10. CFC 507 FIRE PROTECTION WATER SUPPLY -FIRE FLOW AND HYDRANTS SHALL N Q � + 11 STALLS 9'X26' (TYP.) + + SF SQUARE FEET BE PROVIDED FOR THE PROPOSED PROJECT BY THE USE OF: CFC APPENDIX B. T W WATER J __J + + '4 + 11 . IF FIRE PROTECTION SYSTEMS ARE REQUIRED THEY SHALL BE INSTALLED J J l ACCORDING TO THE CFC, CHAPTER 9 AND THE APPROPRIATE STANDARDS AND w a + + + 9'X 3-PARALLEL STALLS + _ + + j 89.2 EXISTING SPOT GRADES GUIDES ADOPTED IN CHAPTER 35 OF THE CALIFORNIA BUILDING CODE AND THE � Z � 9'X20' (TYP.} (P} 2--PARALLEL PARKING 1 `� + -� 1 ADA PARKING STALL + CALIFORNIA ELECTRICAL CODE. (EX.} 4-PARKIN STALLS 9'X26' (TYP.) _ + - LEACH LINE m + + 10'X20' (TYP.) STALLS TO REMAIN EMIL ST SITE + + + + 12. CFC, SECTION 503 FIRE APPARATUS ACCESS ROADS - SHALL BE PROVIDED AS + + �!5.9 - + REQUIRED BY THIS SECTION. 503.1.2 - A SECONDARY ACCESS MAY BE + + I I _ + EXISTING FENCE REQUIRED. I ! I I I '. , 13. CFC, SECTION 906 PORTABLE FIRE EXTINGUISHERS - PROVIDE PORTABLE FIRE VlC1111�TY MAP I + + + + �, -� I ! I I ; ! ' ��.+ + + � NOT TO SCALE + + �, 17.2 ` -T - + + CENTER LINE EXTINGUISHERS A5 REQUIRED BY THIS SECTION. +' + � o _ J 77� -- 14. CFC, SECTION 505 KEY BOX - A KNOXC7$07C SHALL BE INSTALLED ACCORDING + + 2 � J - - -�7 RAMP 1 I 7.4 - -_, + + - - - w - - - EXISTING PARKING STALL TO THE LOCAL FIRE DEPARTMENT'S INSTRUCTIONS. MAKE APPLICATION F � � OR THE + + 77 - + + KEY BOX AT THE FIRE DISTRICT HAVING JURISDICTION OF THIS PROJECT. IF + + + 4- WATER VALVE THERE IS AN ELECTRONICALLY CONTROLLED ACCESS GATE AT THIS SITE A + + ` _ rL-7 r 9 + f KNOX®KEY SWITCH WILL ALSO BE REQUIRED. + + SEE NOTE 1 6'9 15. CFC, SECTION 5001 .3.3.1 PROPERTIES OF HAZARDOUS MATERIALS - A COMPLETE LIST OF HAZARDOUS MATERIALS USED AND OR STORED AT THIS SITE + + + + L. EX. SHED ® EXISTING CATCH BASIN EX. BLDG 36' 262 SF SHALL BE PROVIDED. + � + 57 T J,4g2 SF 76 EXISTING TREE WATER MAI $ 7 AO 16. A COMPLETE REVIEW, AT BUILDING PERMIT SUBMITTAL, WILL REQUIRE CONNECTION l + + 8G. 1 F.F. MATCH 76.8 COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. EXISTING BUSHES 17. CFC, SECTION 105 PERMITS: OPERATI A + ON L PERMITS) MAY 8E REQUIRED PRIOR � 5+ + + TO OCCUPANCY. 1 _74- $ L EXISTING AC 18. INSTALL ADDITIONAL ACCESSIBLE PARKING SIGNAGE. 67.1 + i+ + } �� PG so.a a RAMP 0 2 76.s -155' 76.4 77•� 19. EXISTING SANITARY FACILITIES WILL PROVIDE FOR THE PROPOSED FACILITY, PER 'I 5.8 - - -' EXISTING CON[. THE REQUIREMENTS OF CHAPTER 4 OF THE CALIFORNIA PLUMBING CODE. + •8 20. LANDSCAPING ACCOUNTS FOR 11% OF THE NET SITE AREA. 7 ,� 1 + APPROXIMATE LOCATION EPRESSED AREA + 27' �4Tcti J s.s FQR 1.00% REPLACEMENT 1 5' DEPTH + EXISTING LANDSCAPE 21. TOPOGRAPHY OF THE SITE IS RELATIVELY FLAT. 90 0 ° AREA FOR SEPTIC TANK 76.4 76.7 7fi.7 6.9 22. MOKELUMNE RIVER IS APPROXIMATELY 1 MILE FROM THE PROPERTY BOUNDARY. I 7 d 7fi.D ° 3 J PROPOSED CON[. CONSTRUCTION NOTE51K a PROPOSED GRAVEL �a�ES ' 1 y EX, W FAUCET �`;Q•GE y�� 1 INSTALL TRASH ENCLOSURE. SEE SHEET 3 FOR DETAILS, 4 2 INSTALL ACCESSIBLE ROUTE TO PROPOSED BUILDING. FO' I -7-7.0 ~ ��-� GRADE TO DRAIN 7fi.4 ROCK 3 INSTALL ADDITIONAL ACCESSIBLE PARKING SIGNAGE. SEE 75.7 l 76.2 78.4 7 76. 76.9 f 7 .5 - y 1 l 77.6 �'`J� �� COVER SHEET FOR DETAILS. 16.4 1 4@. SAWCUT 29 LF OF CONCRETE. 0 PROPOSED BLDG 5CY 5 REMOVE 240 SF OF CONCRETE. 11 f 5 INSTALL FIRE HYDRANT. SEE CFC 507 APPENDIX B. ' ,700 SF ° EX. SEPTIC 77.3 F.F. REMOVE LIGHT POLE. < ' - � 76., 7C`2 D 76,4 76.2 76.6 76.2 $ 76 DILLON & MURPHY 7fi.4 r 6,7 ENGINEERING 1Ex. LP 847 N. CLUFF AVENUE 6.3 SUITE A-2,D I L LO N & MURPHY (209) 334651[361, CA 95240 EX. LP 2 0' 6.3 1 o E N G I N E E R I N G I M P RCV M ENT_ NOTES 76 75.s 6 3 6.8 7 .6 76.5 76.3 76.5 76.9 X6.0 LENZI INC. 1. PARKING: EXISTING PARKING STALL COUNT: 150' NEIN STORAGE BUILDING 22 STANDARD STALLS 6645 CF 1 ACCESSIBLE STALLS 20' 23 STALLS TOTAL �� 25 �. ��. a IMPROVEMENT AND SITE PLAN 9150 E. STATE ROUTE 12 N PROPOSED TOTAL PARKING STALL COUNT: 76.0 _ _ _ _ v Know what's below. ry 28 STANDARD STALLS 76., - - - 767 f 76.6 77 76.6 i 76.8 6•, CaII before you dig. LODI, CALIFORNIA a 2 ACCESSIBLE STALLS 248.9' 76.7 AUGUST, 2021 30 STALLS TOTAL Q RADE SWALE TO DRAIN PROPOSE REV. NO. DESCRIPTION DATE SCALE: 1"=2O' BENCH MARK: JS1106 EL: 79.00 SHEET POND DESCRIPTION: BRASS DISK "S1106" DRAWN BY: TH 1960 AT NORTHWEST PORTION OF 2 DESIGNED BY: HIGHWAY & LOCUST TREE RD. OF 3 SHEETS o INTERSECTION. SW COR. TOP OF 71 CHECKED BY: CONC. CATCH BASIN. NGS »JS1400» SOB NQ. N a AS BUILT BY: DATUM: NAVD 88 2110 N N