5810 CADY RD 2016-01-01 MF Import

NOTE: OFT015 U BANCE) LAND BETWEENEDISTA�.��NYHWATER E ��.JO' N 02'01�33° E EROS�ON/SOIL CONTROL MEASURES TO BE FUNCTIONAL W AND MAINTAINED THROUGHOUT CONST AS REOUIRED. LOT SIZE MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURE(S). mi 10,604 SQ. FT. G p (MAY NOT BE SHOWN ON FLAT LOTS) I w 7,522 SO. FT. N N PROPERTY LINE I QI �B.S.B.L. -----DOWNSPOUT DRAIN (SOLID) � N — —FOOTING DRAIN (PERFORATED) I a I I � � I � � � a LOT CORNERS I '�� I I O TYPICA� CLEANOUT I � WATER METER � a I � `r ' 2� I SF SILT FENCING � I o Z � •��A ORED I w , � GRAVEL ENTRANCE � � a W '� DRI WAY� '�v� I /EXIT PAD m � U ia 20� g' PS PERMANENT SEEDING a � Q � z5� I (ALL DISTURBED AREAS) 'a ❑ SOIL SALVAGE � � � � B � ID AND UTILIZATION < � � � �� (COVER W/IN 24 HRS) J I PLAN � S � � PS N 1766 � � 34' HFIGHT CALCULATIONS: � I FF=104.70' � � DRAINAGE COVER = 100.00' 10' � A = 103.50' ' � B = 103.75' � 19' 16' `O 14' C = 104.00' � A D = 103.91' � � TOTAL = 415.16 /4 = AVERAGE I I I � AVERAGE/BASE ELEVATION = 103•79' I � i � � � + HEIGHT ALLOWED (28') = 131.79' i � � ACTUAL BUILDING HEIGHT = 127.41' I SF � � � � SF� / / PS / IMPERVIOUS SURFACE CALCULA IONS I ' `'o. PROPOSED BUILDING PAD: 1484 SO FT 19.7% � ps � ' o �� PROPOSED PATIO/WAt.KWAYS: 216 SO FT 2.9% � I � `f 450 SQ FT 6.0% , J ' uj\�"\j'( ��`NP PROPOSED DRIVEWAY: I / I �pPS�MEN 5 TOTAL IMPERVIOUS AREA: 2150 SO FT 28.6� TOTAL LOT SQ FOOTAGE: 7522 SQ FT r � F' G� ' , , � � � Qo—DRAINAGE COVER c—� ,�/� — — C�503-�15 / . ✓r � � � � • �' .. . , , „�.i��i ;:n�� SCALE: 1 "=20'-0" �,�,�1 �� • PLOT PLAN FOR LOT 1 ' �'�w � �Q� 3 / � ,�. KORENOVSKY S.P. C.O.E 120A-016-03 /�, 5810 CADY RD, EVERETT, .. FOR PAUL KORENOVSKY � c� _ �=�s.3s' R=383.00� o=ir2s'33" LOT TAX ID # JOB �y KOREN02