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APPENDIX 5— Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) <br /> \ cam. <br /> ,� SSMH\� 5�' Bor <br /> �� \ PPCST-STRUCTIDI <br /> BLIP C233 �,,� �� \ SOD_ QUALM' AND <br /> SILT F'EIEE A \ DEPTH ON ALL <br /> � � E� .ss . \\ DISTURBED SOILS <br /> t� 'N( SIP C233 <br /> f <br /> \-------'---"---* �v �Cb n \\ SILT FENCE <br /> ' \S \ <br /> LW 235 WATTLES ss NI 1► •.9 —r.f \ kf /\ <br /> LINE -- 0.7' r .-;;- ' <br /> A c� (\\ <br /> • , . /r \ BHP UM 1 <br /> ' --I:1->k- / i // ' ' (V, ',-3% ,t, ... <br /> —"1-;\ •e, \ / / <br /> y rf AIL • Hai 7 <br /> F 4 <br /> ‘# . ee // / / , \ ' <br /> t c P11,356 \ ..x DRY <br /> N. /> 1910 KANSAS AVr loos' `+.�4/ ' UTIL <br /> IMP PAQ TEMP. �t1 /r A ',Sr / �i -WATER <br /> SEDHEHF TRAP .. EIT NIB 7. 7 6 4ETER <br /> ,s 5,5 <br /> AIGVE SEE DETAILLOV 3' �\.. ROOF-3)oc ` / 14,9' 7 <br /> \ / <br /> t \ r <br /> g ' 00 <br /> TTEEI IP RY SUB. h ` - \ r//- • RETE I <br /> STOCKPILE LOCATIC <br /> COVER WITH STRAW OR y \\ ,�• // DRIVE <br /> VISOUEEII `- \\\\ A <le? 1,007 5F <br /> tk <br /> , • (ti �� DIP CID5/C107 <br /> / <br /> ENTRANCE <br /> CRUSHED ROCK VASE <br /> •q` IMP C154 y�,v°` <br /> c�+CAETE r - <br /> HIP CI03 VASH-OJT °I <br /> NIGH VISIBILITY <br /> FENCE C3) 300 } e, � / <br /> CABLE N+ ti <br /> SITE AREAS PEDISTALS Q <br /> LUT = 7,764 SF WATER FIRE C / <br /> DOUSE ROOF = 3,086 SF METERS I1YDR <br /> / <br /> DRIVEWAY/SIDEWALK = 1,007 SF '' ''// <br /> TOTAL IMPERVIOUS = 4,093 SF / <br /> -.2% <br /> PERVIOUS = 3,671 SF / <br /> / <br /> GRAPHIC SCALE <br /> 10 0 10 20 40 <br /> IN FEET <br /> 1 inch = 20 ft. <br /> HERRIGSTAD ENGINEERING & SURVEYING 1910 Ko.nsas Avenue <br /> 4320 WHISTLE LAKE ROAD Site Plan <br /> ANACORTES, VA 98221 299-8804 January 28, 2022 <br />