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Site Plan Map (new info submitted 2.17.2021) i .,,��'^,.•.a'..i �. }�.v---'""— SITE STATISTICS VARIANCE TABLE I % \* C � ' r t �`. �\ N a F ASSEMBLY POINT EXISTING ZONING WR WATERFRONT RESIDENTIAL VARIANCE ZONING REGULATION REQUIRED PROPOSED REQUESTED LAKE PARCEL AREA 1 .00 ACRES (43,693 SF) r BUILDING SHORELINE SETBACK 75 FT 50 FT 25 FT j � �� � � t. °� M•y GEORGE�, srrE PROPOSED LAND USE RESIDENTIAL 3,822 SF BUILDING AREA _ -3F 28.0 FEET INSTALLATION GUIDELINES ( 1 t \, '� w •—.,,..,..~ s O � •,_, BUILDING HEIGHT , � � �- .� �; POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE f -'w •••••..,,„ "'(Y,�•:,'I INSTALLED TOWARD THE END ON THE CONSTRUCTION Y WR ZONE REQUIRED S TA N D A R D S PERIOD. UPSTEAM CONSTRUC ION SHOULD BE COMPLETED AND STABILIZED PRIOR TO CONNECTION TO POROUS / /. .,,. j _ "\,N�,`\. .` ,, � Iif.,,.• ;, TYPCIAL M"IENANM SCtEDu.E: PAVERS. PERMEABILITY 75% POROUS PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE I ! �- � \, SETBACKS ACrMn AND COMPACTION DURING CONSTRUCTION. I ,r,# '.'_ SHORELINE 7 5 '� SUBSURFACE AREA SHOULD BE SHALL EXCAVATED TO PROPER I ILo ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY • s DEBRIS DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECTED TO IXCESSNE CONSTRUCTION EQUIPMENT - i M . :• FRONT 30 ENSURE THAT AREA DEWATERs BETWEEN MONTHLY AND N7ER srowAs PRIOR TO PLACEMENT OF GEQTD(TLE AND STONE BED. IF j -_a a. '� f STORMS �•5' THE AREA HAS BEEN COMPACTED DUE TO DISTURBANCE I1.f *a $t N ' ENSURE THAT THE AREA IS CLEAN OF MONTHLY AND CONSTRUCTION EQUIPMENT LOADING DURING EARLIER r •7- ' SIDE 20 FT SEDIMENTS STAGES OF CONSTRUCTION THE SUBSURFACE SHALL BE - - p� A L� MOW UPLAND AND ADJACENT AREAS AND SEED AS NEEDED DECOMPACTED AND RESTORED BY TILLING THE SOIL TO A i ,r ti V rt -- REAR 20 F 1 BARE ARES DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE ; SITE LOCATION A P VACUUM SWEEP FREE OF SEDIMENTS TO KEEP SURFACE TYPICALLY 3 b 4 TIMES A YEAR BED WITH A CAT—MOUNTED RIPPER TRACTOR MOUNTED I / TREE OF oINENTB DISC. OR TILLER. SITE VICINITY MAP 0) EXISTING INSPECT THE SURFACE FOR DETERIORATION OR ANNUAL PLACE AL OF SU AND STONE BED IMMEDIATELY UPON / I I j SPALUNc APPROVAL OF SUBGRAOE PREPARATION. �• I • FABRIC SHAD.EXTEND AND BE SECURED AT LEAST 4 FEET ,r�7 SCALE: 1 ' = 2,0 0 0' SCALE- 1 ,. = 2 r 0 0 0 OUTSIDE OF BED.THIS EDGE STRIP SHALL REMAIN IN f E"'x D� N Q PERMEABILITY 8 6.2 ,�STABILIZED AND BARE EGEET'AATTEDCONTiGuoUS To THE BEDS SETBACKS SHORELINE 38.0 FT CONCRETE PAVER BY TECHO f 1ry T EDGE RESTRAINT JOINT FILL, WASHED BLOCK •PURE' AC EQUAL FRONT 39.5 F I AS REQUIRED STONE Y4' INSTALL AND SPACE INACCORDANCE WITH MANUF T BEDDING LAYER: Y4"WASHED l am'• 7' 11 47.0 F 1 BEDDING LAYER:Yy WASHED z II SIDE , .>:; STONE (2'THICK) ''; ' lY AREAS REAR 1 28.50 FT ,":•, :-;:::._..:":-:.•i..;+:.: .�.;.':'a'.:.°i„'r•;t,:'. NON WOVEN GEoromLE PROPOSED BUILDING E FABRIC � � FOUNDATION: )' 3/4'CRUSHED STONE(4-MIN) ! ^���—ry` �, A ••—� x PROPOSED a ®� •I 0 STONEG TXTIL.E FABRICTM �/ V1�YV�I , /C� �l/10 [7° Oa>�O O < FIRST FLOOR HABITABLE 1,853 SF PERMEABILITY 80.4% ° q& s g®, , SUCH As AMoco Zoos OR EQUAL FIRST FLOOR GARAGE 488 SF SETBACKS n 'y °° ®� 2-3- RU RECEIVED II II 2-3'CRUSHED STONE(6'MIN) - ! . SECOND FLOOR HABITABLE 1 ,396 SF SHORELINE 50.0 FT** iT l °- °- u I UNCOMPACTED SUBGRADE FRONT 45.0 FT 'l� r, `:.._ a, 'I Dock FEB 17 202137 SF d� ENTRY ATTIC (PORCH R THAN 5 FT) 48 SF SIDE 30.0 FT PERMEABLE CONCRETE PAVER SECTION o REAR 135.0 FTIN NOT TO SCALE WAYS) TOTAL HABITABLE 3,249 SF `� \ En,l�;P,� Por TOWN OF QUEENSBURY (ALL PATIOS AND WALK ZONING OFFICE I„Irl ,• � I \: WATER SERVICE PRIVATE DRAW FROM LAKE `\ "u ��+� -:; r) TOTAL BUILT 3,822 SF SANITARY SERVICE ON-SITE SEPTIC SYSTEMfy **AREA VARIANCE REQUIRED a � L. �_.._- -- �J �, r Lsc.K LL rh E. ., , \ C ;- I 1 --� ' LL1 xp 3 I� U) LLJ C �- 4 2 f ca EXISTING DOCK �' / % �TWA�N - -E NCt LO � � � �� d�, � 1 0 ;tl TO REMAIN Or - , f --- II [ 4i€ \ \ �_ \ z EXISTING TREES = g \ ;` 1 . 15 S �' _ TO BE REMOVED . ' :, . .,. - ! ,` 4 �; _ y - SEE PLANTING PLAN / / uLLJ PROPOSED COTTAGEJU ' V Ow I IT` BUILDING EXISTING DOCK �° / ��w'�`" r - `� ff / , J TO REMAIN i / � (; eo z C'f 0\ QLL s PROPOSED PATIO ap �u e ;' % -- \ ``\ d. 10� J o Z i !� q / ',' \ of r W Ill - ' -- o z > _j PROPOSED �,> ;t, / EXISTING SHRUBS N // /� V, - t✓'sew , ...\ 0 SCREEN PORCH \w TO BE REMOVED EXISTING TREE O = F- 1 r SEE PLANTING PLAN TO BE REMOVED , ` SEE PLANTING PLANS y GV EXISTING COTTAGE i -� ® �' �' �� DRAWN BY &! _ < ,. �.-.,. M•<= '-. � z e 00 S�a a/ � "1 C�J - „ .:. CHECK BY i BUILDING TO BE �,6 SF, , -- . i A� GV : �K t r� REMOVED \' EDP PROJECT NUMBER 12494 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, .. ,.�!� I UNLESS DONE UNDER THE DIRECT SUPER4IMON OF A �.,a n �: ,•f EXISTING COTTAGE2 ,� COMPARABLE PROFESSIONAL, O•E) ENGINEER FOR AN ; . BUILDING TO B E % 1, &9 r. I' w ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE PROPOSED BITUMINOUS ` 4 �� :, - h. �; r •1, I ' ..`: ;tit+\ I ARCH17ECT OR SURVEYOR FOR A SURVEYlM, IS A KOLA - l ; t v �, REGU A77ONS AND IS A CLASS A' MISDEMEANOR. 11 OF THE NEW YORK STALE EDI/CA7/GIJ LAW AND/GIr ASPHALT DRIVEWAY ; REMOVED �/ \ A i i !+ (2,200 SF) r I j/' �\ I REVISION ---- DATE BY T / Cl / ` a TgFF �I PROPERTY 2 it C --- - . PROPOSED i Ij - �N , , LINE ADJUSTMENT 1 1 / b r_. „a � Xj . �V / \\ ` \ ` \\ / °'\ >00//' 0 !^ f N 3 p j -�- : f TP ,VIPl liY I 9 i O 4 i iJ 3i L P/r:7 1 1 N h . :. 1 L. \a a i , Ivoo itta TT Ve I• � y _ \, �� 1 ,.� �,. .00 Ar 3 n. J//f - ,r a I v c i oll V06 329 � t a `d ' 4 SEPTIC.- FIELD 4 0 a r 00 /] >>.: ... 4- ::..... 2�0 SId1=-'� . - I I j \, r• SETBACK ' Z. e 1 :x I Ur , ,600 ;� � ------ ------------ - M a. ,r 11 1001sE-PVIc S .:... }1 S ~ % / i• z :....r ,:x, \\ . � j... J .� \9 j : I: 1 tzo _ �__ 223 0` / . 18 73 44 W 96 59. 16 }' S 74 02 44 W R 59. 27, `f�'l/ - ' S 73°52 ' 44 " W ... ��� PROPOSED SEPTIC = cn l 1 74°02 ► \ .SCALE: 5®° �_ c����� SYSTEM o mi ` ` 7, , Clj2 03 `Sjl2n - ���� z 01 �J/ PROPOSED NE DJUSTM PROPERTY 1 ,I=Z®1 . 96 , , O EXISTING STONE \ �t"y A DRIVEWAY TO BE m REMOVED 4,100 SF) r' i°hae j of � \, � SHEET TITLE: �' 9S1 p Ch~ys PROPOSED GRAVEL \ 5s 33. 236+ DRIVEWAY TO MAIN 2 2'32 RESIDENCE LOT (4,000 SF) SITE PLAN 3 ' L ' La I ands N/ GRAPHIC SCALE i na`S N er'ta� H F Of _ SHEET: er jam �F °� e. ' � °ga B- r2 yO9'a , ; 239 O P, 20 5 ,0 5 0 20 40 239 43 �°,1 i �"� /2 2-Se 1 INCIH FEET) FT. _. I 2 e-3�°9 1 �