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FENCFPOST ONPROP <br />LINE <br />TESC NOTES: <br />1. EROSION CONTROL TO BE MAINTAWED WITH THE USE OF A SILT <br />FENCE ALONG iHE LOWER GRAVITY LIMITS Of CONSTRUCTION. SILT <br />FENCE IS TO BE ANCHORED IN A TRENCH FlLLED WITH ONSITE SOIL. <br />2 DRIVEWAY AREA TO GRADED AND COMPACTED WITH <br />NON-YIELDING SOIL AND LAYERED WITH 2-4 INCH QUARRY SPALLS <br />TO SERVE AS THE CONSTRUCTION ENTRANCE. THIS WILL LATER SERVE ` \ <br />AS THE BASE FOR THE CONCRETE FINISH MATERIAL. ` �� <br />N�;� <br />4. ALL SPOIL SOILS TO BE HAULED OFF SITE. NO DEBRIS (CONST. <br />MATERIAL, SPOIL SOIL, YARD WASTE) IS TO BE DUMPED OVER THE ^ OJ <br />STEEP BLUFF. �� <br />\ <br />5. ALi_ CONSTRUCTION VEHICLE TIRES TO BE (BRUSHED NOT <br />WASHEDJ FREE OF DEBRIS BEFORE LEAVING THE SITE. <br />6. TbE CONTRACTOR SHALL KEEP OFFSITE STREETS QEAN AT ALL <br />TIMES 8Y SWEEPING. WASHWG Of THESE STREETS WILL NOT BE <br />ALLOWED WITHOUT PRIOR APPROVAL. <br />7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY <br />OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE <br />EROSION AFfER THE COMPLETION OF CONSTRUCTION. <br />. , <br />��! ' " � <br />�- <br />.�. ''�:.F � <br />�''i.���3VS IV�u� i'i16'ii�{{VIV�e`L., <br />DE�I�.� ,F=�b�:i,��"�" ��PT. <br />�Y �y. �� <br />,����.�-� � � - - <br />� G • 1 � �%� � 1 <br />�)\i <br />G�� �� o J <br />�� <br />LOT 11 <br />UTILITIES: <br />/— Change Overhead Power <br />Service To Underground <br />j — New Gas, Telecom <br />Existinq Storm Drainaae <br />LOT COVERAGE BY BUILDING: <br />EXISTING RESIDENCE <br />PROPOSED GARAGE <br />TOTAL COVERAGE <br />LOT AREA <br />LOT COVERAGE <br />IMPERVIOUS AREA: <br />PROPOSED GARAGE <br />PROPOSED DECK ADDITION <br />PROPOSED DRIVEWAY ADDITION <br />TOTAL NEW IMPERVIOUS <br />ELEVATION CALCULATIONS: <br />BENCHMARK @ CATCH BASIN 129.3' <br />A 128.5' Base Elevation: <br />B 1 27.4' <br />1982 SF <br />828 SF <br />2810 SF <br />23225SF <br />12% <br />828 SF <br />110SF <br />1 O60 S F <br />1998 SF <br />127.4' <br />Allowed Height: <br />C 125.0' <br />Max Bldg Height: <br />D 128.7' <br />127.4' Average Base Elevation <br />/i � <br />155.4' <br />PROJECTINFORMATION: <br />Projecf Description: Addifion/Remcdel }oan Exis;-rg Single Family <br />Residence (Addifionof Connected Garage) <br />Building Official: City ofEvereft <br />Building Classification: Type V-B�UNSPRINKLERED) <br />Zoning: R-S Sub�rban Residential <br />TRIe Holder: Mark Lesyna & Robir� Madsen <br />3709Shore Avenue <br />Everetf, W ashingio n 98203- I 230 <br />Confact: Mark Lesyna & Robin Madsen <br />ph 425 876 31 18 <br />em marklesynaCholmalLcom <br />Projecf Location: 37095hore Avenue <br />Evere��, Washingfon 98203-123u^ <br />Snohomish County <br />ParcelNumber: 004336COOC1200 <br />LegalDescription: EDGEWATERBLK000D-00-TR12 <br />Plan Note: Plans Are ToBe Reviewed 8y All <br />S�bconiracforsPnor To Siariing <br />Consiruction. If Discrepancies ExisiPlease <br />Contact The Contractor ForFuriher <br />Information. <br />� Site Plan <br />� 0 10 50 100 <br />Scale: 1" = 30' <br />drafting <br />& design ��._c <br />Jonathan Richards <br />ProjeciDescripfion: <br />Addition To An Existing <br />Single Family <br />Residence <br />� <br />� <br />� O <br />�M <br />N <br />/ M <br />0 <br />Q N <br />� <br />0� <br />C <br />A� 0 <br />\V p� <br />L. c <br />�° <br />� <br />:/i � <br />� <br />�� <br />i <br />O "' <br />� <br />�M`o <br />E <br />`o <br />u <br />w <br />0 <br />0 <br />� <br />h <br />C <br />0 <br />V <br />0 <br />m <br />'8 <br />0 <br />0 <br />3 <br />� <br />u <br />� <br />m <br />Revisions: <br />Print Date 11 /22/13 <br />Site Plan <br />addendum <br />A 1.0 <br />