Loading...
Site Plan ZONING REGULATIONS FAR, G4LCULA77ON: ZONE. WR, -- WATERFRONT RESIDENTIAL NEIGHBORING SHOREUNE SITE DEVELOPMENT DATA - wATERTIGNT COVER SIDE SETBACK w 20' PR JPQ§E•t FAR, SETBACKS TOTAL LOT AREA -0.246 ACRES m _- 10,716 SF FRONT SETBACK = 30' - LOT NO ADDRESS SET£>At�C EXIST7fUG tMP£fi'VIO S PROPOSED tMPERYtOUS REAR SETBACK. - 30' DWELLING - (961 SF)*(2 FLOORS) 1,922 SF 18" MIN 289.6-�1�20 34 NACY RD. �66 FT 5' MINIMUM COVER .SHORELINE SETBACK -= 50' GARAGE "" 419 SF BUILDING FOOTPRINT 1,330 SF 973 SF --357 SF - PERMEABILITY = >75q PROPOSED TOTAL FLOOR AREA Z341 SF 289.6--1--33 28 NACY RD. t$© FT DETACHED GARAGE 673 SF 673 SF 0 r . , "� ,, ,.•" '�` BUILDING HEIGHT <28' TOTAL LOT AREA = 10716 SF FAR U 22 POWER HARD .SURFACE AREA 566 SF 566 SF. Q ra i= AVERAGE SHORELINE SETBACK �73'FT 'TOTAL FAR P FINISHED GRADE PROPOSED 0.219 ACCESSORY.STRUC TURES 33t7 SF 218 SF •-124 SF :F� PORCHES/DECKS 42 SF 208 SF t 166 SF TO HOUSE (10' MIN) ` M PITLESS ADAPTER = �,. TOTAL IMPERVIOUS - 2,949 SF 2,634 SF • -315 SF � - A 2" ANNULUS OF .NEAT CEMENT OR PERCENT IMPERVIOUS Z 2S� --3:6 - -• BENTONITE GROUT IS REQUIRED. t"LE*N LAKE DISTURBANCE t10,000 SF REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK - MINIMUM REQUIRED DEPTH OF GROUT : VARIANCE SUMMARY TABU _ M I1 EXI SRNG"PARKING REGULATION REQUIRED PROPOSED RE ULI RSQUWEED WATER SUPPLY WELLS SHALL BE � _ REA TO REMAIN BUILDING HEIGHT' CONSTRUCTED IN ACCORDANCE WITH 30,7' 2.7' THE STANDARDS OF NYCRR 5-8 FENCPROPED SPLIT RAIL BUILDING SIDE. SETBACK 20# 12 8 TITLED RURAL. WATER SUPPLY" SUBMERSIBLE PUMP SITE LOCATION SHORELINE SETBACK 73' 66' 7 L t ,iO A EXIS71NG RETAINING ,..._. WALLS TO BE: REMOVED EXISTING WELL TO 8E NTS „o" ," ; �"_' ',� - . \ ,4 �.. PROPOSES? RETAINING WALL DECOMMISSIONED Qo ,. • ,' i TOW EL, 95.3 f , ^, , > �. ACCEPTABLE BUFFER PLANTINGS U7ILITIES TO REMAIN, �� ,•' �. ., j f STORt1tWA7ER RE-ROUTE ELECTRIC ` ' DIVERSION NAME ARKS S17.E REM WELL DETAIL TO NEW RESIDENCE COMMON++\� Sl7ALL rr i4t G1�7/17N1Kli.NAME �Y, '' ,` ' r �• ''` IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL CONTAINER GROWN NTS P4LYSTICHUM E 1 GAL CONTAINER GROWN ;;>�;,..r - '• ,'' � `�� �,�� " � �� � AcosT7CHOIDEs CHRISTMAS FERN . . -- - _ OHM' _ ^�' \� ` ' ,``r �r ` 'ro e `1� � ; J10b MONDARDA DID B ++ N-� - {�`. / Q EEBALM BOOTEE? CUTTINGS PLANT 8 ON CENTER LOBELIA SIPHIU77C, + GREAT BLUE LOBELIA 1 GAL CONTAINER GROWN TRILLIUM E:RECTUM TRILLIUM 1 GAL CONTAINER GROWN f A MINIMUM OF 20 PLANS FROM THE ABOVE SCHEDULE SHALL BE PLANTED IN 'THE SHORELINE BUFFER AREAS CLEARING LIMIT/ ,:..: e, r'o ? •'c �' (�`�'` 4y!i,` 66' 7p LIMIT OF DISTUR$AIVC£ 11 .. 1EL' ` ti `� SHORELINE 1 110 11 C } 10,000 SF DELINEATE ; - ,. -' ' ;' _ ------- owl, i v�',`�€ct=a ,;a_�' . WITH ORANGE CONSTRUCTION � A ' :�� . � � , �^ � 1Q6-- -- _�.�—� - --- 108 EXISTING RESIDENCE TO DE D MOLISHED FENCING h fix. / �p y _ ._.. - ---------- ___- - 1Q6 CONSTRU077ON AND D&MPOL177 WASTE 1Q4 � TO BE REMOVED FROM SITE AN DISPOSED PROPOSED STAIRS ; , �� ' ` _ - 1Q4 GRID DEPTH PER MANUFACTURER ,�� °* �.•��; i�' � � � OF AT AN APPROVED FACILITY lob - AND LANDING ;I/: � ;,S .• ';� , 100 - 1 8 ,� ROCKWOOD UNIVERSAL CAP BLOCK, 12' �� k * \r / _ D_• 10� 1 ADHESIVE r 98 STONE: DEPTH i ��� �k, 0 96 E WITH MASTIC a � 98 EXISTING DS:CKS/PATIOS '� i u� 7 t _.' ----- �. �_ __ 96 _ _ wR f• F Wt5. E E Tt DN TOP D VA TO BE DEMOLISHED �� } � \ . '� $' 94 _ 92 / � .� � 4k ._ r ••••... ..-' !n•KISTING STAIRS. TO REMAIN'.. �A•.. .. - �,-'.� - - i . ' -._,.�_._ - �.,...: t''�•'r:w►u /i - .., �, - s� BUILDING ENVELOPE $0't 9p 29,5 ,30.7 / r SHORELINE �� I38 _ 90 VEGATA77VE"SHORELINE 8UFF1;R, s - _ —nl I € f€I , w t 170 SF owI�JE"R TO:'SELECT A tYtlx $4 '�� M :; a _ _ 86 RETAINED sQ11 I€==€€" 1''� � :M ' 7`;v3 Z OF ACCEPTABLE BUFFER PLANTINGS 84 Vf��/ �w / s2 tNFILL SOIL (N,SOOT 203.07) // f/. ` �c :?` -� �- _ f<< FILTER FABRIC 4 (SEE SCHEDULE}, 20 PLAINTS _ �€€€ r � ArfIRAFf 16�?N OR EQUAL EXISTING SEPTIC TANK/PUMP - ._, ri .,.,, �/ gp - _ STATION TO BE LO A7ED AND v" ✓ , lvtlNlMt1M TO 6E PLANTED _ 8 _ _ _ � DECOMMISSIONED. PUMP M FS_�_. '� / a "` 78 -�-- - _ _-_ __� _. __._._ __ _ _ _ __ w _____ __ - _ 8� P FOR €.,!I €r€I€.._ ��/. � STANDARD SEE PROFILE FO _ urr. T NDARD ROCK WOOD _ _- -- 78 IN DIFFERING SECTIONS € I=€€€-" `�" CLASSIC 8 WALL BLOCK TYP CRUSH AND BACKFILL - # 76 _ __ . _.__ _ T - ___ _ __ -�,,.mow- - -- _ ( / `+,t►4s ' EXIS77NG GRADE -�' - _ _ ___ _...... 76 _ } DRAINAGE AGGREGATE (NYSDOT ��/�/�f'� FINISHED GRADE Af},IAC Ht1tlSE 74 605.0901) 12- MIN DEPTH FROM €! I== `����/�� �; �g PER SITE PLAN PROPOSED WELL LOCATION; ` ,v►� �• � •-.•-_--__ y ��� 78 BACK OF WALL, INFILL VOIDS IN BLOCK, IE9 lysyy*. 1 7Q �€ ! I LEI€€" €i€` s�+,r� MAINTAIN 5O TO SEPTIC TANKS] PUMP STATIONS 45 , _ . 70 SEE INSTALEATION MANUAL _ y _ MAINTAIN 100' TO ABSORPTION COMPONENTS.' J , A 6g --__ _______ �_ ___.. _ _ _ _ _._ _ _ ' €--= _ _ 68 4 PERFORATED UNDERORAIN PIPE �€�€� €€�"'€�€=€€!4"€€€'�"€€ �€•�=€�I..�.'€I€ ;. _._ _ __..____ _.-- _--� I €=�-. _` 12" MIN WELL DRILLER SHALL TAKE ALL NECESSARY y, b4 - - - _ _ ____.__ _r. _ -Y____ _- _-__---_ _ �- OUTLET TO DAYLIGHT, SLOPE TO DRAINf.-€ EMBEDMENT PRECAUTIONS TO ASSURE DRILLING FLUIDS DO NOT �� , b6 (1 f8 /FT}, W/FILTER FABRIC €€€ €I€ '€ €"!€€ " �€€€�I€€ !I€=€I I € !�X € OVERFLOW. INTO GLEN LAKE. _ -� - ----- . - -- -_- -__ _ ___ . _ - 64 _ GLEN LAKE .._ _ &2 -€!€ €!I €1€� 11=€I€�€1€T!f 1 €€€l II I I €� GRAVE L BEARING 60 60 I-€ €=€!€=�€€ =€€€� ! PAD (6" MIN) SITE PLAN SITE PROFILE B-1 RETAINING WALL DETAIL MAXIMUM BUILDING HEIGHT • 1" = 20' 1" - 10' NTS 114 TIE INTO EXISTING GRADE 106 "'_ _..r�iXr.�....n_••_.�-.G" ..'K V. wr_M�V•�n .•wY04�•4"- -..w. r+. _ :.,_.,,.n..._...r __... nr_-_,_.-.....n __....___•...._.............___ .._.— .....w___.__..-...._..vw.+._ iYs 106 EXISTING`PARKING- - i ' - _.._...-__.._ _ __.__..,_...._ _------ __ .._._ _.,..� _ _ _ _____ _..__.�--_.-__.._ __ _- .._._ .JUN 2, 20111 , NACY ROA13 AREA T© REMAIN `" _.--___- ... __- 1t14 10Q _ ______ _ _- 10 fl0 Ui IJ _..,__._..__..._.__. _ 1 2 # k LA tar t�1 _ _ _ _ _ CE 98 96 _. ......__.__..._._. __....____ ___EXISTING RETAINING WALL 28.0 '`' 94 TO BE 9s � 90 ._...._................ ,,- ,-. ;._.,-.....��t�•.,__,... - ......_.___.._._._.. :�...__.,_._._.___..•.---__._._.___��__,w.._-_ 92 TAXMAP JI1C); 289.6-1,32 _..._..__.-__.._......-"......._.. . ..........:. :.. _........_......__:.... _.__-..,..__.... ..___._.... .......... ... ._....._..__..._.._ __-.................__ __ _ _._.. _ � r_. _ . ALTERATION 9U 0 N 0 F THIS 88 --.. . __.._.�._. � -- _..__... ..._......._._.__.._.__...._____._.__.____.._____._._ DOCUMENT EXCEPT PROFESSIONAL _..__..__..,..-. _.__..__._....._.- .. ....._......__.. ..._ ._......_....._... _._.._._.._..._._.. .._. =� - ENGINEER IS VIO 86 __...__, .__ .....-.____........_.___... .... . -. ._. . _.._._.______ ,�_� _ �_ _ ___ _,,- _ ___., _ _.. _ _ __, .____.___ _........_ ___ _.____ _ __ ___ LAW.---39.8, S$ LATION 8Y A LICENSED 84 _._..__ .. w _..._ _.. - _ _ . _ _ __ _.__.__. _ ___ ___.__ . . MAP REFERENCE NYs EDUCATION APPROXIMATE EXISTING GRADE , -_.- - - r..________.__ _-_. -.__.________. - __._ 84 _.__....._...._.. ....._..__._.._.__.._.,...._._____...._....._n_....___._ __......._._..__._. ..____..._._.-_._..---.. ... _� __,_______._. _. _,...---..____..,,.._..._ ._ _. -._.____ _ _..____ _.._.r..... . BASE INFORMATlO 82 .._.___-__....--- ___._.-...._- - -- __ __ .__. - _.. ��-__...._. __ _ _.____ ___ __.. 82 N FROM: 4 PE:R ENGINEERING•QOMM1wNTS 03j23j1 8t? EXISTING RETAINING WALL - - -� _____„__ _.,_ _ __ .___,___ Rat _..__. _ ._ _ _.__._..-. _.. _._ $0 3 PEAR TOWN COMMENTS1 y� 78 - r , EXISTING fI=F 9:3- - �• _. ..;_ w _ ADDS E A oijzvjll "MAP OF A BOUNDARY AND TOPOGRAPHIC SURVEY _.....TO BE REMOVED � � • •.� • ,._____.__...........__....-,..._.._..._..._.__.___..._.._._.. 78 - V GET 77VE BLIF`f'E'R LANDS _. . .-.a...�.,_.. _ __ _ _� �� .,._...,.. _._-. .. _..n_... r_._.....__.... ._.. .._. . b N R FORMERLY OF JaA4ES & IN 0?j17 _ ....._,..... ....._ .._..._...,.__.......... .. ....__...._..,.._ ..__....__._-__.__,_m.___.___.._....._-•---.... ._,.. .._ __.__.____ __-_.__..__._.___. _._..-_._ ..._�_a. _ _ w._ _.. ^.___ __ _ �.__ _ __f _.__. _.. _ __ w - CONWAY" CREATED HOUSE WELL 0 BY DARRAH LAND SURVEYING, PLLC. NEIGHB ORING G LOCATION -. - ..._n _�.. X T7NG RESIDENCE _.__ _tit_�_._.._.-._ .74 a9 10 '""- '� 74 GLENS FALLS, NY 1 E701, DATED: NOVEIVIBER 1, 2007 0 PRELIMINARY 7 11/22/09 70 -•-- -----..._. ....__ ___._.-..___._..___.._ .._ . ..__..... .... ... . ._.._..._. ...,........__.....___..,_.--- ._._.. __ . ... __ __. . Date _.__.._ _. _.__ .._.__.._.�.._._,._._.._..._.....-. _ ___.._._______._,._..._____.___-_ _ ._____._ _. __._.....���_ __............__.______.,,... N o. F :GRADE . � 7 A SURVEY MADE FOR fANIEL CRA VA7 T„ o _•.,.,......_,....____.1.?E__1�17�0 68. CREATED $Y VAN DUS<;�N & STcVES ?AND SURVEYORS, 66 ..._�. ._....___._.._._....._...__..__._-----.--..__..._..-___.._..—_._...__._-.._...._.. ...._ . ....._... ._.____.___....,_ �......._..____...._..______.._....__.. __;._.._._—.._ .�.________._....__________.___ . �____.�..�._.:�.___._.. a______ o SITE PEA _..._ ... . __._..._..__ _._ _..-_.._...._. _..•.__....____.__- -._ , __ __-_ w __ _ W__ -__---__-_ . __-. . ..._ .. U . JANUARY 11, t Y EXISTING GRADE 1""�'�� _„ �'"- -�` - LLC _______ LAKE 66 QUEE SB RY NY 12$ 4 DATED• __�_ . 68 . ... .._.._ ._._—. .-- ---... .---- .____._.....r._«.._..._._..._.,._..__...w_.—.w,....__. �..._..-_._.�._w _..—...__.._. �� f)I`` SURVEYz ��6.2� €�4 20 prepared for. 6 -dares�C Lillian Conway 60 6D "MAP OF LANDS OF JOHN E. KEL:EHER & WIFE" CREATED BY LESL.IE W. COULTER, DENS FALLS, NY '�" �j �`f /( 12801, DATED: DECE`MBER 20, 7 949. 3�Nacy Road, Town of Queens6ury, Warren County,NY SII E I�ROF LE/`'" —A prawn: CCW Checked: GTH Scate: N07E© Dote; ii/22/20Q9 ADDITIONAL INFORMATION FROM RED INSPECTIONS EXISTING AND PROPOSE!? SITE CONDITIONS PERFORMED BY HUTCHINS ENGINEERING, COUNTY 169 Hovllond Rood TAXMAPS, & GIS DATA. Queensbury, NY 12804 Hutchins Eft jf3@IwC111 (518) 745-0307 Phone 29428-0 1_ `1 g (518} 745-0308 Fox