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Proposed Site Plan a O �.:,w.b ".. 4.A _ 0 LAWN OR #N `')` A T I N S O R; PHIS DR WING IS T A = 1 i UJR Y RAC LNG PREPARED BY �FA€�� D sE = 3. Ei, , VES ' A, t � SEEDED AREA '° STOIRMWATER CALCULATIONS ARE PROVIDED FOR NEW IMPERVIOUS AREAS RUN OF THE CRUSHER ��. CRUSHER STONE 3-4 ANGULARIf AS I�OLFOLLOWS; � ��� f ;� NEW` GARAGE AMU DROOM AREA 67 GSF EDGE OF BLDG. RIP-RAP q �F a ; E �- BARN FOUNDATION �, \ ___ ._ .8—�... _ � _ - PR( Y I.�fl NEW POLE BARN DRIVE AREA:. � 1,970 GSF � 3/4 -1 1/2 STONE 0 .° FILLED STRIP - - - _ ry /y {e o fl TOPSOIL p PRO PIER I § LINE we MAC91 _ y� 1 ! � t 3 x'd d°° O .pOa Q.°°-OOoa .__.__—.__.—_ — ��" _'F',. < �„" � - TOTAL NEW ll,4PEF aVIOUa AREA � 2.,649 GSF CALCULATED AT 1.5 GAL SF o FOR r $ SCR- ��'ATER = 3,974 GAL OF STORM WATER TER CAPACITY ACITY TO BE PROVIDED. �� ��\� � oaaa°°o:a °��°.o o°Qo � ----- ----330---- --- --- , ISTING CONTOURS � c� '' q` "^"a> . , - !•< , r—. }�/\ \�\ \\ � °.'O..p O.o °o-p.p�0°•6'Q: ^� - o STORM CATER CAPACITY PROVIDED � , SHE EAVE TR�N�tiES AND STONE r# FILTER FABRIC— / °-0 _ ° O..°• O oo � AAo L'GR O .p.©-° p 0 4. tit .,,�.z.--- ..,a...� i �` L� 1THE 330--�-�- �� NEW CONTOURS � Sl'- P ALONG lam, CJ€ D E OF E NEW DRIVE TO THE BARtd. . PA p A4 Qvo4no4v.4°�,.A;Ili= \ >.., DESCRIPTION DATE cv TOTAL CAPACITY OF THE EAVE TRENCHES AND STO;�E I ILTER STRIPS PROVIDED — \�� \ :.po:° �,,a o. a' 'o:°.0:4-: PAVEMENT AS a.�. I - _ S P DED BACKF#LL o..p o 4. , __ — -.�. OVER #FA Fm# ".0€ 16 SERVICE ��- � a IS 44�8 Cr FOR THE GARAGE AREA AND 788 CF FOR THE POLE DARN. THE ANTICIPATED \ \� i\ f\ PER DETAIL � o. III � � � �i.. �1�E REVISIONS VOLUME FROM THE .GARAGE .MUDR O ADDITION IS 1,019 GALLONS AND THE PROVIDEDi� _ � �,�\\ III -, .�.; -- SANITARY SEWER CAPACITYF °E 448 CF EA WE TRENCH IS 270 GALLONS. THE ANTICIPATED VOLUME �� � i i � � _. � 0. THE '\ /�' , EAVE TRENCH AT EAVE LINE S 1m t� FROM THE POLE BARN DRIVE AREA AT THE POLE BARN IS 2,955 GALLONS AND THE �.\� \\\ I �, -- _W ,�-�-,� .._._._.:w -,.�--� � _ WATER c _ �_ : E r- �i ' itf i\i �/ !. WHERE SHOWN ON THIS DWG. 1 CATER Si R IOT PROODED CAPACITY I O THE 525 CF EAVE TRENCH AND 2� �F STONE FILTER STRIP IS •\��\� = r r p 4,095 GALLONS FOR THE EAVE TRENCH 1,323 p = FOR � STONE ` _ I\I � ,- � R HE T .JE FILTER STRIP. c3 ,GE a , GAIe:II.40#`�„r �'L:. i � ter,. ,. � �� .-- 4n.,�3".__�._....�__. �.,..�. C,.as'�,."��., OF PAVEMENT ! THE SOILS ARE ALL WELL DRAINED GRAVED 1N THE AREAS OF THE EAVE TRENCHES AND GEOTEXTILE FILTER FABRIC I 111 � �, � � Cn STONE FILTER STRIPS. r I ENVELOPE (OVERLAP 18 MIN.) l13I -_ - _ S , A SERVICE _ 5 :�.. .---— TY P 1 C, G,#L- EAVE R N GH DETAIL ii T � tj J n E T I �\ N.T.S. eR rLL = 1 n i r I PROPERTY ZONING CLASSIFICAT ON- �R (WA TER FRO IT RESIDENTIAL; � P - MINIMIJIM UDT SIZE: 2 ACRES < 30" TYP. MINIMUM LOT WIDTH` �50 1 I L�. p u t m7 L / °f� TAX MAP !1U BER 289A,8 " 13 5 < y f 1 � REQk _�. QSTONE FILLEDF11 TER STRIP F �� Co ,T 268"_ D.JG VWALI `8 -6 A r- c ca I USED ONLY o ® � \ SHORELINE r '- " P FF 9 P °1,F � "' ;r Oz . is OR IFtIGA,f=OBI / � ` " I•r~ 75� 1 7 s � 7 /� 289 --�4fRra? I NOT POTABLE�\ rrt,� -��� SIDE LOT,iD TO 150 WIDE) D --O 12 -7 16 - v �t - r Asphalt Driveway ti .21'-4� ,(BARN) � � � � � 3 :� a / 30 �aRN'I � o � � 63 5.0't To Shore f �\ E :, UP NM 2 REAR 'fi` A NA y��} L4J � a LIJ MA16#MUs i.31e.`I1 �`Sa_, HEIGHT 24L'± zp y` G '`x="x'°�.. ' » .re's- -+.� ^--i .x', ?.a,;.'`•-;.', 2< �OU E � � ✓�\ � PROPOSED FLOOR AREA RATIO CON,�.I.31,ONS � �,�) R ) 9a,-1 D Y� el \\ MINIMUM PtiCFN PERMEABLE f� y a� 70.36� EMPONENT OR I 10 8E AS SHOWN .rMAa#MU9 FLOOR, A�ti� RATIO 2�E . �� 18.88 �BASEMENT 1,144 SF -D ANDIN ACCORDANCE opc( ` L ds N/F of a�c r '�`cam Y Q MAIN FLOOR 1,387 SF , P N. r t Re�vocab'e irust ( / c ti � T• AI-Ti AL LrOT SIZE: 30,8�..4� SF O.`1 ACRES) L'iITM MANUFACTURER'S e n �° Y GARAGE 576 SF AC "AL FRONTAGE. 116.10 FEET RECOMMENDATIONS, TRADE UPPER FLOOR 825 SF ASSOCIATION PUBLISHED I ------ - --- � ' 4o J I > 1. 4 I I %� Lands N/F f COVERED PORCH 338 SF EXIS"€ING -SITE COVE �.�E kw�>N"'FITIO�� RECOMMENDATIONS ED `b Kieran Schra er AND 289.18-1-1 POLE BARN 1,500 SF COIiOINT AR ' ,-, GENERALLY ACCEPTEt? LOCAL La e `7< J Pu TOTAL ALL AREA 5,770 SF or 18,68% �_�._� TRACT I �C3#�1STRUCTIC7N INDUSTR' TOTAL SITE 30,887.42 SF 100.0 ICES Area i BUILDINGS 1622 SF w J `\ PAVING WALKS 6,206.76 SF 20.€ 9 Y_ �, =�.. 13108,31`\ Feet � � �.; � GREEN SPACE 23,05 ..21 SF 74.6-5 �. 9.6 � To Share - �• ADJOINING PROPERTY '�\\ \ _ - , ills WELL LOCATION ADJOININGPROPERTY CMP Shed CONENTAREA- ' RCN-FAGy Olt. - INSL LOCATION / K v� 10#A SITE 30,887 4 SF itJO.Oa } �� PROPOSED BUILDINGS 3,801.23 S- 12.31 PA.�ING & WALKS 1:,352.58 Sr 17 33�: \l /' '`� GREEN SPACE 2;,733.61 SF 7O.,56% � /} ` _ _~•., \ Very\ •/F , \ '. "\ / P11 / - ._ - -_ J G_ d \ PROPOSES / / Lands N/F of j ;i ��� \\^� r GARAGE / Alice N. Crotty Revocabl 'gust 2�8 use /' \ / . fu \55AC Sq,` i "'.; 4 �8 .18 1 Well �� , u # to NEW CRUSHED -93't LEEAVE _1 W 0o y y - _ `_ - !/ \\ t STONE DRIVE TRENCH 1 tj BACK A UND a q r__ AREA " 14 '1� / _ --- --_ A Area --__ -- - Z' well — — r = 1 .� \\ _ - 79, q Feet r S . ----- - _ - -_ \ ` PRO 0.41± Acres _ POSED f 30' X � `-- - — ( STING �3 \ / ' _` - POLE C RENT ,:P REPt,+TEL1 .� J - �r- STORAGE UR � ' f" �' FIE LO E 0 +'1 \ �°'" \ -\ =_ - ,. - 1 AGE BLDG. WELL / `� s•' � �1 x a_ + _ __---� `\ _ _ --_ L __ , °�\ \- \ ~% T + LCA OCATION < 4 ' N 65.52'18" W F' 94' j ,lam+/ / .�, ,d�' 1 5'RI —- �_'-� Wt&: .4345 CRUSHED — - bbP _ r GKU5HED _ >i a* --- __ DRIVE - — - - -- Df<'Olv -- - --- _ R i \� - - 4 _ --'` `_ - _ —\ \ _ _ 1 STONE N 83 — 1 --= — r Ad czlnin House ' �: RENCH / / - — - -- — _ i - - _ _ `I. 6*1 � I'Ri.sPOSED 1,250 GAL. /\,�' ,, -_��_�---- ----- --SEPTIC TANK — --- \ Al J �® PROPOSED SEWAGE----- _ € DISPOSAL TRENCHES ADJOINING " WELL LOCATED ED CAN I 1 (3 AT 50 -0 ) \ \ , g OPPOSITE SIDE OF UTILIZED INFILTRATOR \ I PROPERTY NEAR MODELC}fX - SUITABLE Lands N F of ?`�' P - \ \ f%' F'�'` e.1NN � FOR USE UNDER; DRIVING / �\` STOKE FILTER STRIP f MANNIS ROAD +100' � James Underwood /� �\ � FROM PROPOSED I` SURFACES (HS--20 LOAD RATED' I / 289,18-1-19J � DISPOSAL FIELD CIE- \\\\ \ DEC 16 26420 SHADED AREA INDICATES f TOWN OF QUEENSBUIRY" AREA AVAILABLE FOR ' i` ZONING OFFICE CAD FI LEE NAMI- SEWAGE DISPOSAL WITHOUT ---- \ ACAD\OGDEN - GLEN LAKE\G-1 ` VARIANCES FROM TOWN BON SCALE 1" — 204-0$0 THE SEAL EEL IS AN ORIGINAL. SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK ,L m_ s. tiEs SHALL BE CONSIDERED TRUE ORIGINAL` PROP AWING ITLE a k: JR T ill = 20'-0.. �f PROPOSED 1 IAA s GRAPHIC � E -,'SING No. _