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APPENDIX 5 Site plan j <br /> —073 TU l U <br /> VV, 6,5' <br /> tlIV— t) AL_ W i <br /> c _Al- w <br /> �` 12' ADS SD #32 8 • ,; 5L, p--\____ <br /> V -\ <br /> , INV.1.8' <br /> CB TYPE1 #322 <br /> R =227,87' CITY <br /> I,E. 226,17' INSTALLED <br /> Li (73 TURN-AROUND <br /> P Q <br /> 0 <br /> V) \_____ _12 <br /> d <br /> SI <br /> a ! NEW GRAVEL <br /> vs DRIVEWAY <br /> 6,449 SF <br /> P33032 <br /> 4201 0 AVENUE <br /> W -- <br /> 287,060 SF <br /> . 59 ACRES , <br /> l 1 <br /> F <br /> `J <br /> EXISTING GRAVEL DRIVE <br /> r-_, 3,261 SF <br /> I. 4201 I 927 SF <br /> 0 Ave <br /> °' iCONCRETE GRAPHIC SCALE <br /> 1,P40 SF 2,628 SF 25 0 25 50 100 <br /> ( IN FEET ) <br /> A 1 inch - 50 ft. <br /> HERRIGSTAD ENGINEERING & SURVEYING Gravel access top o <br /> 4320 WHISTLE LAKE ROAD 4201 0 Avenue <br /> ANACORTES, EA 98221 299-8804 12-22-2021 <br />