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KEY NOTESSITE PLAN NOTES101 - (E) MAIN BUILDING102 - (E) DRIVEWAY103 - (E) GAS METER104 - (E) ACCESSIBLE PARKING SPACES AND LOADING ZONE PER 2/A4.1105 - APPROXIMATE LOCATION OF REPAIRS106 - VERIFY OR PROVIDE ACCESSIBLE PATH OF TRAVEL FROM (E) ACCESSIBLE PARKING SPACE TO PRIMARY ENTRANCE.107 - (E) SITE ENTRANCE SIGN108 - (E) REAR ROOF STRUCTURE PER PLANNOTE: A LAND SURVEY WAS NOT PERFORMED FOR THIS RECONSTRUCTION PROJECT. PROPERTY LINE INFORMATION SHOWN IS FROM EXISTING COUNTY ASSESSOR'S MAPS. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE FROM OBSERVED FIELD CONDITIONS AND HAVE NOT BEEN VERIFIED BY MEANS OF SURVEY.1. DURING CONSTRUCTION, STORM WATER RUONFF SHALL BE MANAGED USING ONE OF THE FOLLOWING METHODS TO PREVENT FLOODING AND SOIL EROSION TOWARD THE ADJACENT PROPERTY:A. PROVIDE TEMPORARY RETENTION BASINSB. FILTER STORM WATER AND ROUTE TO PUBLIC DRAINAGE SYSTEMC. COMPLY WITH LOCAL STORM WATER ORDINANCES.D. USE OTHER BEST MANAGEMENT PRACTICES (BMP'S) INCLUDING,BUT NOT LIMITED TO:a. SILT FENCINGb. MULCHc. EROSION CONTROL MATTINGd. STABILIZED ENTRANCESe. FIBER ROLLS/WATTLESSITE PLAN1" = 30'-0"E. HAMMER LN108111'-0"±W. LANE FRONTAGE RD.98'-0"±104106101102103105107DEGENKOLB ENGINEERS428 J ST, SUITE 500SACRAMENTO, CA 95814916.418.9100 (P)www.degenkolb.comSAN FRANCISCO LOS ANGELES OAKLAND SACRAMENTO SAN DIEGO SEATTLE TAHOEPETERILDASN NJ.No. 4901CUSCFOETREGRISREATSTEDTATAIEN G IN EERARL ROFIUNLExp. 6-30-23CTUURALRTS DATEDRAWNJOB NOSHEETREVISIONS:ProjectSheet TitleFile Path:C:\Users\kworcester\Documents\C1A84192.00-El Forastero_R20_kworcester.rvtC1A84192.00A0.2SITE PLANEL FORASTERO MEXICAN FOOD1718 E. HAMMER LNSTOCKTON, CA 9521011/04/2021KLMDateDescription01/21/2022