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Ri. <br />UNDISTURBED VEGETATION <br />SPACING 6 - 10' MAX. <br />FENCE PASTS DRIVEN INTO <br />ROLL JOINT GROUND T MIN. <br />SILT FENCE B <br />�— FABRIC TO BE <br />WRAPPED AROUND <br />FENCE POST <br />SILT FENCE A <br />ROLL JOINTS <br />V MIN. <br />3 51LT FENCE DETAIL <br />N.T.S. <br />0 <br />GEOTEXTILE FILTER FABRIC <br />FASTENED ON UPHILL SIDE, <br />TOWARDS EARTH DISRUPTION <br />— RIDGE OF COMPACTED EARTH <br />ON UPHILL SIDE OF FILTER FABRIC <br />SHEET FLOW <br />6" x 6" ANCHOR TRENCH <br />1x4 HORIZONTAL WOOD MEMBERS <br />�b,-8, � �OR APPROVED SUBSTITUTE <br />2x2 VERTICAL <br />—�T —❑ \ T� <br />WOOD STAKES <br />20' FOR GRAND TREES LSTAKES NOT TO <br />10' FOR PROTECTED TREES <br />PENETRATE TREE ROOTS <br />PARKS DEPT. TO APPROVE BARRICADE <br />INSTALLATION BEFORE SITE CLEARING <br />I Ktt OAKKICwftJt Ut:I AIL <br />N.T.S. <br />1 <br />SITE PLAN NOTES: <br />1. DRIVEWAY SHALL BE CONSTRUCTED PER <br />DEPARTMENT OF PUBLIC WORKS TRANSPORTATION <br />TECHNICAL MANUAL SECTION IV <br />2. CONCRETE PADS TO BE PLACED ON EXISTING GRADE <br />3. NO OPEN TRENCHES FOR UTILITIES <br />4. ROOT PRUNE ALONG FOUNDATION AS NEEDED AS <br />REQUIRED <br />5. ALL DRAINAGE RUN OFF TO BE DIRECTED AWAY <br />FROM HOME & ADJACENT PROPERTY <br />6. ALL DRAINAGE RUN OFF TO BE DIRECTED TOWARDS <br />COMMON DRAINAGE EASEMENT THROUGH <br />DOWNSPOUTS AND BURIED 6" ADS PIPE <br />LOT COVERAGE: <br />SIZE OF LOT: 6375 SF <br />HOUSE FOOTPRINT: 1897 SF <br />DRIVEWAY: 418 SF <br />WALKWAY: 71 SF <br />A/C PAD: 9 SF <br />TOTAL LOT COVERAGE: 2395 SF <br />I <br />Goo lIPA <br />141t,. �2 1t <br />LOT 7 <br />{VACANT) I <br />I <br />F 99 I <br />FOUND 1 /2" IRON 0 /// <br />ROD, LB 107, CAP. , IN 64 36 335 E 70. (62 <br />Site Benchmark F , FOUND 1/2" IRON <br />2, El: 97.95' (Deed 71 -�/� , �o ) 98 •9 ROD, NO ID/CAP. <br />I II <br />L <br />v- - - - - - - - - - - -- H <br />---------�i IL I <br />L =�s I <br />F.F.E = 100ff NAVD <br />L_jII I <br />JI I <br />\C) O 3X3 A/C PAD I II I <br />GARAGE FLOOR = 100' NAVP <br />\40 <br />,1 II <br />_ (1ONC. DRIVEWAY <br />ANT) <br />FOUND 1 /2" IRON Site Benchmark 24, <br />ROD, LB 107, CAP. 1, El: 97.68' Deed 71 <br />S 61"3843" W -T'O//O _AV__ <br />Concrete 5� '0°#1e� / <br />ete ,o% <br />/ 996p <br />Edge Of Pavement F 99 <br />w <br />C) <br />9� <br />301 <br />------------ <br />Sl' <br />FOUND 1 /2" IRON <br />ROD, NO ID/CAPall <br />�V 0J �JOIMA <br />12th AVENUE <br />{60' Wide Right -Of -Way} <br />C <br />qr ryFRFoVA 4 F of FS�R�p�i <br />F >or o <br />RF�o�o 4F Ryr 9 � 0�sA9o� <br />RCS pF �N��� S�� 0��� CFO. <br />T1' P CC ZFP <br />F�ojrOqTpyr�S <br />yFP�B�CF <br />C> <br />I <br />58" <br />Irr) <br />701 70 <br />Z <br />O <br />H <br />N0. <br />iL. <br />W <br />Q <br />qLu <br />kD <br />o <br />0)W <br />} <br />W <br />fY <br />W <br />Q <br />w <br />m <br />z <br />U— <br />z <br />CIL <br />Lu <br />�__ <br />, <br />Lu <br />X <br />O <br />d_ <br />CIL <br />Lu <br />mN <br />7/8/2019 <br />SCALE: <br />111=10, <br />SHEET: <br />0-1 <br />