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�- p \F p BURNT H _ T :STATE : Ali Town of Queensbury, Warren County, New York HIGHWAY DEPARTMENT APPROVAL DKC HOLDINGS, INC. 1 _ h, ... b:.. I PI LOCAT{0N PLAN WATER DEPA� ITT A AId'. —� r1sE PLAN VO Ott d t W flpFlST(i f �Plett�pISTR4BUT1flN ��'""��-,_. �• } G6;:Tfl ST BE t rt ANY C CPd -T. r s Ann L PLANNING BOARD APPROVAL Approved Under Authority of Resolution opted-LO1l ------2001 by the-'Plan Board of the t Town of nsbury,New York. ------ — — --,.— Chairman �- ' late Si�ned-- ,-----2002 N.Y:S• DEPT.OF HEALTH APPROVAL jj I E ® L Nsemmage dispomal for ftft MAN$114 iCIR iF ASM99E@ WIDE,R19F� on f¢ie i0 the Office d the ftht 9WOMOki11 @#RAMP DR pgn�% approved.Consent is hefecy QiWn tP tie filIN Of lh@ n5 efl Vftiek this endorsement apposing In tft offing of 1h@ agg 01t±fit with the provisions of SeciV0n 1117 of€tt@ PW�JjC P@0_44 i AREA MAP AA NYS DEPT.OF HEALTH CCNCMONS OF APPROVAL SCALE:1"-520` [.-'W D FACRITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH THESE PLANS. �'�7 R.NO LOT DR REMAINING SMALL BE SUBDIVIDED MITFOUT PLANS FOR SUCH RESUBEIVISI(IN g¢ ��99 DRAWINGS BEING ITTED.TO AND APPRIWED BY,THE NEW YORK STATE SEPT.UP HEA.TK �f"gS S-1 COVER SHEET THE DEVEL E INS sM EH A NaSER A LOT off WH¢CM SEWAGE TREA m'� r� S•-2 S H$VVCSIf)hT FACILITIES WERE INSTALLED VEIN a LEGIBLE REPRODUCTION SANITARY CS THE YED PLANS VETN AN ° ACCLRmTE,as-BUD.T DEPICTING ALL INSTALLED sawlraRY FACILITIES, S•-2 SUBDIVISION PLAN d.TrsE DEVELOP"SMALL FURNISH EACH sETt rV a Lot isrs WwICx THEME WERE ®' �� C.sTF'f' PIAN - SEWAGE TREATMENT FACILITIES INSTALLED,WITH A REPRGD%xTIDK OF THE APPROVED PLANS � � ��� � �#�������� AND SHALL NOTIFY HE sER THE w€cEssETv OF INSTALLzwG SUCH FACILITIES IN S® F1tt1 S ACCORDANCE WITH THE DYED PLANS. I %THE H SANITARY FACILITIES Gw THESE Lays SMALL BE INSPECTED NE Y COMPLIANCE E Want THIS SUBDIV¢SiON MAP WAS PREPARED __ } ��Try APSIGIAL G`.C"PLAN AT THE TIME csDastRL TEDN BY A YORK LICENSED UNDER THE SUPERVISION OF A LICENSED A r ,• DETAILS PROYEsB TIE TO OR HIS DE L,sO AND WRTMN CERTHE LOCAL BUILDING YDI THAT EFFECT LAND SURVEYOR AND WAS MADE FROM ,5`•,� � ;7�'d` DETAILS ' CHM.L BE SUBHETIcE TO THE MI HIS DAYS AND PRIOR AND THE L BVII.DSFdG CEDE // ETFORCEMEMT¢FFIGER WITxDt 3D Days AND PRIOR TO Av. A FIELD SURVEY. &EHDrvMAL SEWAGE"REATMENI SYSTEMS.SHALL NO LONGER BE $TRULTED DR USE FOR HmrzKxD DOMESTIC PURPOSEs w.EN nsDLlc FACILITIES BECOME AvAILA ;kits PLAN IS CONSISTENT NflTH THE ZONING ZONING INFORMATION: CONMEcTION TO THE PUBLIC SEWAGE SYSTEM IS REWIRED VTTKIN ONE YEAR OF THE ORDINANCE OF THE TOWN OF QUEENSBU IN SYSTEMS)BECOAnNO AVAILABLE OWC.w0.d01d5-' ZONE 000 PROPERTY IS LOCATED WITHIN �y '�TgT�v�e D SURVEYORS g t.PLAN ova Is LIMITED I�s rEaas FOR DATE of vatA AND s F?EN.LOT SIZE 20,006 SQ.FT. DEED REFERENCE: i' 2��t�G�.Ca.�ly, � 5 � ®„ �e�r d y EXPIRE ENSr __.nE EZTEAITN E FGR PLAN AT TIN.MAY fE PROPOSED IRON ROD MARKERS TO BE SET AT MIN,LOT WIDTH 100 FT. OUEENSBLIRY UNION FREE OWNER AP�fANT 6 �i GRANTED BY THE NYS IEPAR7 T OF HEALTM BASED ON DEVELOPMENT FACTS AND T}E REALTY sUBnsvtsrvlws REanATDxas�EFFECT AT YFAT TINE.a RAW PLAN waanssmw war EACH LOT CORNER OR GRANGE OF DIRECTION. MAY,,;piEIGHT OF BUILDING 40 FT, SCHOOL DISTRICT 20 Tt DE REQUIRED To nBTmtw a TId'.ExTSNstort �? 169 Haviland Road °pAN,'e', ,SETBACK REQUIREMENTS TO L Qtx�eza®bttr° �fork 12804 ovsd DKG HOLDINGS,INC. B.THE APPROVED RLmws TS R SALE O A THE WARREN COUNTY CLERK SECTION A LOT GRADING SHALL CONFORM TO FRONT 30 FT. DKQ HOLDINGS,INC 12 DAWN ROAD MACEENGINEERING, C CIVIL ENGINEERS Pates TO F%'ffRB�LDTs FOR saL€um VITMIN 9•a Days OF THE DATE�PLAN APPRovAL. SECTION A183-25 OF THE SUBDIVISION SIDE 10 FT.MIN.30`TOTAL THE'NEST GLENS FALLS DATED: QUEENSBURY NEW YORK 72804 REGULATIONS OF THE TOWN OF OUEENSSURY REAR 20 F FIRE PROTECTION DISTRICT IN BOOK 1153 PAGE 74 (518)793--7277 led Harilssatt Road Quee aburp,New York 12804 9.ALL LOOM.AND OTHC STATE Y RULES AND REGULATIONS SMALL DE FED PRIOR TO OFFERING LOPS WITH FOR SALE AND WITHIN 90 DAYS IF THE DATE OF PLAN AL, Y3 -. SHERMAN AVENUE RQPd BOLT ------^4>r` 8411 dd R y Wf G ti GIRT 880'0132"E 17 N t 48.67' In 13 200 ' � 29 360 sq ft-P;. , ,00 5835ZS0"E "Ts"3�'ux se�nncai" 0.67 acre�,11J 75.12 91.76' 24,269 0.56 sores "_ ""_--____-•--._. -_-'--. :' �_.._.-,-._ � -.- N I N ry 111 t iPv cri P 2G B,acres �•,r � ��/// \ (yam k 3ox.3o' N7a7a• t� ' .i a�II us -.°----.ys,acar.,rc€.serer Y R } S83'S7'25"E zs^w I2 ✓. ,4 _.154.220' )2,106 sq.ft. r ��f ar i^ct,3�, $:, Nxzoo sa "' --• ry 2w 4.74 a+'Tes 4 r .. oil ctlgy 28 r1C,1HMiN Pf�'<MI,fA,r[it'�f.;na � $ I Gam' 1,�} � asz.as' _ ,::rr;ieclr k 1� �f�y•��� ✓`� x, fF17,6 9 s.ft. 20.47aacr®s`"-, �'C '+ •.r4�rv�'C,)...}x..!`'.^"� •,t z , 30,3622sq,ft. Ct' p.ea acres q• gg N 0.70 acres m ( ## ( g g 33,732 sq,ft. 6 ` 0.77 acres } PROPOSEA SION .-.._ .-...-..-.._-..... SEE 1 NOTE __.. � 94i.T 4 F',. "7,D mD'u.rob Dt6 BiA1+i;R 7CNf •2a'untlf N„w OF"�STVR6't�VrFER 7.,aN RF ^" rosw*."'aa°vr Nss•I Saw «."...,». �.. GRF ..,u.�...M -_- \1 .? -^-- S86"13.50"E 424.6"t t+ 41. 19,449 sq.ft. ,'S � tl "e• �W S NIAGARA MOHAWK POWER CORPORATION EASEMENT 71,587 sq.ft. s� � z pDE acres y�f�re"� 11 ,s n '� '' 9.64 acres ff G i (To»W DEDICATED ro RATION) xgg, } r�a.s"O (TO EE IDEYDICATELD TO NIAGARA''OHA PO R CORPORATION) a v t&OLYAW%ka0R6R Co aaaT¢Ora) 8 sss1 WE �seocrr,� see�5rf is sa't'. i55n'E gsay'T�^E r#ONA$p0�' 0R9'OIa,ATION) :1•".e.7B' -- .-,. .',:12&i$' itMLaq'! '.' ''t40:R1 �' :�',taoro - � -too.rw'�� tiaoo'' °tr"w:+¢roso.elSTVRa-6uFTfR;aNk..: . 38 134 s - 'T ,o"$4 '..,- :.p No DID,;06 BiPrF€,a.LLzp 0__.__..' a?g 0.88 acres_. PROP NOTE SIGN z r ,� •) ( „ see NOTE r. b &, 1 tt� { I I .� - C,7 d P f P ix nt `� . r �%/ ���( •�!-r 'yTJ'y�-�.,-''� � c / 1 S yr a C� � .� ,�r h p p ' I x..'.`- •4l') 'i!t .:,.0 f 4',_. (�... I.-?.! .3 i �} w ,,�` > qq r.:„'`� LQCd1YDM[w'BLUE LUPINE m�9 dFY Wd3 8 m E`a •w '�,� 1� ! $ !�r Y 27,622 eq,1t... P,i` PLANTS IDENTIFIED BY 5 t w v 6 0.63 tl reA NYSOEO DURING THEIR odfi GD 32,614 sq 9t 10 w: 2D.Wp sq ft. w a1 a 'y S7TE BasPEcnQN r' `..• 3,421 s ft. 20,000 s ft. $ 20,000 sq.94. q. 20,000 s ft• 0,46 cares f r sq,ft. Hd- ..f °•t 4 ¢ as �' 20.46 acre f 6.50 acres Y H )r T tINII 0.75 acres - q' ' re ''� 0.46 acres !I5 CIO . q �' �' $ f # I f T I$ ' n ,O.b4 acres Y acres !R g }- °i 0.48 aeres 0 a8 N a 3I,r Iu`t'g$ gy'8 fd2 z ` "'. S 7` 1 51 f r 1, r I J +t 1 ti o%t LL I fL a �xa� KK .rt} y f(�..i `7 �'._• £(,.j .` -'l,A.t !`., _ f,t �`T . f�'` �'�.. F I ,,, _ . Y / `� q+q 12278' °+• $>' 81 B1' iq}.00' f0a.ea' t0a.00' i0a. t00.00' S2.39° R"79.Oa �.° / \ 2f fl i` - N8835aW 4'a' (`l Po � N00'f3'ea"w '' '� L°d0.05 r\, _. Qar1c.RETe DpNCRETe N�is•ao°w 38.962 sq,ft. ;) T MONUMENT TON TO B TO BE`sEl' BE SLY ,r,'.7 0.89 acres PROPOSE ROAD 4��v� � T3 S8a'135a'E 5tl8 J�90°€ fe 93 WE R �.a `.;;<I i f32 toT.ss' Vaasa• tosoo' taste' es.oa' s tr h�,y 89.Oa' 'low,.' 18,23' 4"40.Bt a chi �--` \ S•t'. C ! \ 3907 acres t, y+ f25 29„163 s 4t _ I �. y eta 0.49 acres It Is�)7" h, 3D.849 sq,ft. A• IS, Ns.F" C-+ C3 a q !! za,o5o sq.it, 19 ,� „L 22 23 24 ,.n 0.70 acres \ % ao , f 21 ;..I t~ 27.001 sq 61. 4r I?,t a 0.55 acrss 0.65 acres 2� o. o q `78 Bq.44. +2 L f � ' ? t 0 Ia 28,963 s 4t, I 27,506 s tt. ,. 27,549 s ft.p g 2 f 9 62 acrs _-.:' f .. �'^• ~"' + "R `" 0.63 aces w 29.807 aq.Pt. w I 0.63 acres P 0.65 aeres .. y,�• .7 ..._.- an b `uh" 0.68 acres #„1 $ •�,! y✓ # F9 t+T n ._._-.--. ------ r* h }. �.r , 1 THE PURPOSE OF THE "NO-'DISTURB BUFFER ZONES'SHOWN ON LOTS 2 � z�' ��� � � � r'�,j y;>' _.�- _ THROUGH 11,15,18&28 IS TO PROTECT THE KARNER BLUE BUTTERFLY ":^� ��`k' e f„U''' „��� f ' ;�' x° AND ITS HABITAT. r�'•ze-' ```� �`'- �, 2.A MINIMUM OF 1 SIGN PER LOT SHALT.BE INSTALLED ON LOTS � � --'�U�1;ER LpNc ZONEto ADJOINING THE NO DISTURB AREAS.SIGN SHALL READ AS FOLLOWS: `V 3 t --"'".."'`. .,-- sta'+q'.'. „SPECIES PROTECTIGN AREA-DEBRIS OR FILL NOT TO BE ?g6 px ` .�. " M DISCARDED IN THIS LOCATION'°, cr✓t.a ��_ .�_. ----'�' -- ^.;ttaer r•D yQ.a S872710 N 3.WITHIN THE"NO DISTURB BUFFER ZONE"NO CLEARING OF TREES AND BRUSH, NO DUMPING,FILLING OR GRADING SHALL BE ALLOWED,ONLY TREES THAT ARE DEAD,DYING,DISEASED OR POSE A SAFETY HAZARD MAY BE REMOVED. 1503.41' NS 4.INVASIVE PLANT SPECIES SHOULD NOT BE PLANTED ADJACENT TO THE"NO 'Wa.-� ' ^--»- tos,a<", �� DISTURB BUFFER ZONES".FOR INFORMATION REGARDING INVASIVE PLANT SPECIES s ei.3o' � CONTACT THE TOWN OF QUEEN$BURY PLANNING DEPARTMENT, Dgw.KLY 5,NYSOEC HAS THE RIGHT TO ENTER THE SUBDIVISION AND NIGARA MOHAWK ZONING INFORMATION: BOX LANE)WITHIN THE SUBDIVISION TO INSPECT AND MONITOR THE KARNER BLUE, 1;5 DQ® * ' BUTTERFLY AND I`F$HABITAT. °e r` a1 FIFAII' •aa�� C,g . x s 4()aT t,r: ZONE -20 JAM,V 6,THE KARNER BLUE BUTTERFLY HAS A WING SPAN OF APPROXIMATELY 1 INCH. °y fOhl C'P1 ¢"'"r^Cy,W„rry a^t MIN.LOT SIZE 20,000 SO.FT. �° THE MALE HAS VIOLET BLUE WINGS FRINGED WITH WHITE.THE FEMALE IS BROWNISH CONED SFR 20 MIN,LOT Wa1DTH 100 FT, BLUE WITH ORANGE SPOTS.ME FOOD PLANT'OF THE KARNER BLUE IS BLUE LUPINE. ftt! C 1 rr T §t MAX.HEIGHT OF BUILDING 40 FT. BLUE LUPINE IS A FLOWERING PLANT,1 TO 2 FEET TALL,WITH LEAVES FORMING A 7 I �GABM�LP�Ero O A 1�LL pip p q a SETBACK REQUIREMENTS TO 9 PARTED WHORL,THE FLOWERS ARE BLUE OR RED AROUND A LONG SPIKE LIKE STEM. e`1 g¢8#t)NG r I {1{ .�vf i 0,'`� d AREA �}y5 FRONT 30 FT. «^�;y+�--• .� 50 100 150 SIDE 10 FT,MIN.30'TOTAL T s° 1,007,796 tt. STREETS AHD STREET RIGHTS-OF= Y IN'THIS REALTY SUDDhASION 2a 2 �° REAR 20 FT, am NOTE:9.WdTHIN THE"NO GUT ZONE"ALONG THE SOUTH SIDE 4F LOTS/17 THROUGH#26,N0 CLEARING �`'`'7'1 4 QCt"E,'.`a-T ,y� y„[„I®THIS D �'INCa HAS BEEN RT�.'DLTCETD DWrG.N0.abt48-2 OF TREES OR BRUSH SHALL BE.ALLOWED.ONLY TREES THAT ARE DEAD,DYING,DIESEASED OR SHALL BE DEEDED TO THE-TOWN�OF QOEENSBURY, DO NOT SCALE IF ACCURATE POSt-.A SAFETY HAZARD MAY BE REMOVED. DIMENSIOIVS ARE REQUIRED Shoot 2of7 .1 SURVEY.NO,09241 3-32 imm9 �. CONNECT TO EX1StiNG SR" E-4 DIPWATER MAIN TA & TAPPING SLEEVE VALVE pia 13 8.. --....:.=m=^::=--.� .__'..'"" ING SI.FEVC&VdLYE nosTING IZV CONNECT TO EXISTING 12" E:l 14 Ti 12 M m NIACIARA Ia OHA K POWER CORPORATION EASEMENT ("fp EP DROYCA'1'R[9 TO ldIAPAt1R DO;_y._._.___,... - ,t Mom POWER Co PA°rt0N) ;�a 1 (�'0 BE DEDICATED TO NIAGARA MORAWK POWER CORPORATION)*141 n Ca �� �..�� -`-' '.••J'•' (TO DE DEDICAT°$70 N�S&GANd M0;3'A P6 COPPpRATTOh') y a.� res � I a � .L_.._._,_,_� � r""�..'w._,_.d. I.........._.__,_.r �: I(�l�e�f I I�^i�� r._.a•.::.®.��. I�p � / !( $ � & _ar__+e � � $ - ;q=6 10 4 i F4\. z a m 1 tR 4 ufluTv EASEMENT cam. 11127 N_ 14+W Vl i 8f{.-.., ._._pG ....___{ _ r�.W......___'f_._— t.iU0 F--_•—'�`�___'__v. w NEW NE CAP THRVST BLOCK,_ ! 1 FOR FUTURE EXTENSION NEW HYDRANT ASSEMBLY 999 I — �t \ 26 2524 17 I I 1 i I 19 I 20 I I 21 I i i 22 I ( 23 \ \ y1 "_`~_ 0 j JG A'IP' LOAMYfAYk`SNa? I ( I I `a ""� r\:, fr."INK a^ ca ttee'ar r SAW ra-n°r lF rW WD.,SANS f I I i a><RCarAM&ww oxrr f"ae rW stemsmoSSM '\\*{tll r -. i8-19"LOAMY n<eANP It _•«^` El a pq s-ar`ravE'IO O. PIO arornaec G4 dYA 14R I fF 6-82° I Q-1f"ROAMY nW RAID ar-ao•Faye rn MEb. s..r� of E7eR'flN4 uTnt 1s i Tcn FcaaRE 5'f�L TEST PIT LOGAYION t.'0 RAIkR.Mg1PLpXi Ar 6R' CtNdYCN�CNCt�MC IXR=TPoACIUR.(Y THEIS ME L A FLRCIX.AMkt RAn'a"Ak PR (�' GINdTflATH T4 GQ�tgPoATE R%FIELD tOCAfl6N OF NEW M7 r HYZIRANP/VALW ASSEMOLY ••,M Nd UTRJTIE$YAM'R1E GTruTY OMWE'N5. Y �° .. °� Tv Gx 11oE YO PPotlTEG'F ,. OF am° LCUMY Fx+r swro ALL Uo"N0 UTIum saa4 WAkA(pUa9NQ Exr.avanaa,atAae� NEW 8-WATER WATER MAtV a•ma°eAYE ro uca.sA0 ANo r,a srnucnaa. NEW°WATER MAlN VALVE f.! 2004 PoQ aoOPYLuaC QR x'AiER «• ' 914Fd RAPE f" a4 yf +ti TFN'.,C,,AG' APR OF Ml 9 A@�ER .2002 MAT,.K,u.vr.cn rNE Pao.areT xrc IN a tDcaL Poa+neR, pR6FQSED FNGtM(NlAt;SURSURfAGE Q° , �SEWAGE DISPOSAL SYSTEM a-2e FIW TO MAD.SAAp wA1ER M + T rtsreo'at 4.t°ffil EAXE TF LQCATKRd AN® �ao-ao°Mrro coaR sA re�Aa coMPacr ersEs ee M m NE�E n RPoi�Q s ARTre Q — " fNCLUD NG 54%REPLACEMENT NO MOP7EX oW W`ArFRA1iY(Nom Afpfwlw = 'FONrxav RAPE' 29SF MtQ YAM 1HE K• THESE PLANS ARE APPROVEo F"®i� LEAxA sHA�.L NaT • T,v-.sei sv xwwa a ... W_y" r�ux CgNSTRUGTEON®F=7'HE!NA R D{STRIBUfBt)M wA1Elt Maaa snae.L vLu ue -. s.t1 NO X wAtER v axzts r�wW1M MORE! W-rm" L M AaY£seAas N411+NEw ww sT T .A + ,.., zao eeEr�'Mls PROPERTY, p 50 1p0 t5t? m-aW^ Pnw ro Mcn.s=nn SYSTEM-A SPY kiU$T F3E atT DURING O ____. SYSTE RUCTION IL c A TnN m IN AwRce-r e�+uU3T roT E vsEb W.6@ wa e� v APR NE M5TEv X)R 1 YEL14A TAN OVIC,No.4a14S-J FAT sawn 'a.;: Ata.nWD's aaMw Mc O�w�ae. u•-er°Mr.W en vam.` Aar av,FR^ ?' A IN,111 a PREseUPE AT rr+E smsT n.a,s=_ . ev-rW°,.,M MEa.sera,WRv Acr ANY CHANGES D A BE- MOP w Ra^ACME'v. Asr Laf21r APPROVED BY THE W'1' :4E�TMENT; .. NOTE: DO NO SCALE SING HAS ACCURATE DtJC1,°D No Marnaao eaxow.COMPACT"" I/ a9 7 A aY RATE 9"N aR a' DIMENSIONS ARE REQLiTEtED „�{,'� V✓-^�G�n^` /1 p�.. .. ___.....__.._SVRVEY.NO 99241 F-31, ._.. P F9rs&Y R1PaV M)Sa.4NY B/UY 1��k„/''V IT AN ^^ _ s o I 14 0 12 28 15 --- ao.a 1• � ae ®g a ...�..._. ._.__,.__ __._ ".`t...n._...n.n...u.-+?'-^-�.,^..�,..+.M s h ,a.,. -ut,.nn.r..,,n..v.,+,n.y.t„n.^'n7:'e:s`t7.. M "^'A'..,'�' .n>t✓...+,.J^,^ .--• _ _.� �g Oro ix�^ ci:,Y,�•� a,, �e � �,- ,-" _ _ 2h' �� ___-.,_�..__ ^� co _,Sao-----. �� - *`�•,��5 ,f� �, �° p�p rg�p �q A�v 7�,��v7�q - P�:-,:._ .L A A I EAR:7 1V&JL'rixi �4r"^,..� Grj' rr'vsv +-!' v'v YV YYY ♦'y:....�..Y.,a/.a'�,.a \ . "�w vP.♦YY YVY^wrv" ♦v�..-.a-. - -- .- - _.......,.__.,«»,,....v_..�_._. 1' n ^z { rIX ro 1 p 1 7 ( BE nmcwn x ac c4 aHAWK POVM 9 $ i q, ., [z L AR�AT�6 '� x7� -__-' It' _ I \ a ; : : e _..__ �.__....._ �^ __.__ .. 44'�. -`",*.,,,..•��t�,...-�.-ti.142.�x f F� ....+.�.,,,,�., �1 cS 3 74m _..,.._m..{_, 15+00 1 74+Fr ) ,, r p=ti-"A""' �, _ .�._ —_—_ ' _,,,,^.. •.� ' ,f"'.' 11 _ - aei o.. - ——'-�_,_____. ',._._I gib_--'-_ 100 '�. `m '^ ---_^-,.t P�""e, '"Pfp4 CIF.ARIWG �`��}�i ,..- „-.-:� � �W ✓ .,- .— :" � "'�.....v``�""'_.. ,.__-_,..__._,�{""��"� taa �p �wry `• -- � - .. — UA117S ( f v 1 ^ q yy� _ y .._. ,�: +� t x^ t/Z '� ',. "-._..I `-,... I �, ,-.r \\ �..,_�"r---'' ' _-..ra:!_ ..; { 'Fg�_—J 1� �-�' �p 1.0 7 �.. 1� t - _.J._a,- I ' 2 i 0-4 rw I YYY � —s j LEGEND � �vA � _.-_•__..-_,_---.._.50q_..,._.__.................."P02 T� }31`',\'Cc..�. � � ,_,_.�.,.,,.. i --•._� ,,� � �'" - _.. "OIL'PEST mT LocA770N EMt577NO ORAQE CONWUR � .E6'9 &�" Ptawhae.4 I" ���riNrsst GRACE 0oN7ouR r ,y NEWDR1"btELLS w'j'ELIUAL12A770N F7pE NEW FIRE H717RANr f VALVE ASSEMBLY �Ig'y c!pa� a i sit _Nrw'cLvrR wArER�aArN 0 sn 100 ISO ('... 5"�l i i �R 53 rf t rid rat G1 h'£"W @"WA 7ER MMN VALVE° P%C,.NO.44945-4 _ RRoRosEo 7ND114DUAL 5VUSURFACT S DRAWINGS BEEN REDUCED SEWAGE 01SPOSAL SY57EM DO NOT SCALE IF ACCURATE DIMENSIONS ARE REQUIREDShoot 4 of 7 N0,99241 A. TO MAN 0.ROAD A SUWFFT A, ROAD "A" PROFILE a as ------- 2 ST 22 A. Z -A , A one 0 Z, SRS"m.,,NH ROAD "B" PROFILE ,NOTE: THIS DRAWING HAS BEEN REDUCED Do NOT SCALE IF ACCURATE DDIENMIS ARE REQUIRED 1.7 Sh.0 5017 W-O"RIGHT OF WAY *V-00 RIGHT OF WAY LA HE 2,V-0"TRAVEL LANE ASPHALT CONCRETE -3 1-°°COMPACTED BINDER NYSOOT ITEM 403,13 TYPE 3 3 1/2"ASPHALT CONCRETE -1 1/2"COMPACTED TOP N T ITEM 403.10 6 -2"COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 ate- -1 1/2"COMPACTED TOP N T ITEM 403.16 & 6"TYP. 6 MAX,AU.OWABUC 6"TYP. GRADE?D TtRA1N 1 r42._ 1/4"6FT -- AiJ,'z l�E ' t 1__._ P1 ELECT,c Tv SLOPE TELEPHONE&GAS �COMPAOTED BA` -MINIMUMQ4 9TYPE 4 TO BE C EM MPACTSED tN LIFTSDR -LOCATIONS""� INDIVIDUAL DRIVEWAYS SHAD.BEPA 144NG-^TM£S1tlALE- ACTFx'1 Sl1BBAPAVEMEN ELE AS SHOWN QN PLAN GRADED TS MEET OWEDTO UT OU1ON(SEE DETAL) AT TOP Of WHO.IN NO CASE SMALL PAVED DRIVEWAYS BE ALLOWED TO CUT OUT I "NO-TYPE WINO SECTION OF PAVEMENT. SCALE BA' -MINIMUM DEPTH 12"NYWOT ITEM 304,05 TYPE 4 TO BE COMPACTED IN TWO LIFTS -WATER MAIN TYPICAL ROAD SECTION TYPICAL ROAD SECTION IN CUT & FILL_OVER 3 FEET I i NOT TO SCALE NOT TO SCALE I II R SWAIE �gE d A0k9a8RF ,: PLAN Y, HEAVY DUTY PRECAST Ca w/ECCENTRIC PROVIDE SILT FENCE AROUND CATCH BASIN w' HOLE.USE ROTATION OF COVER TO ADJUST AND FILTER FABRIC UNDER COVER LC OF GRATE V TO MATCH EC OF WHO SWA4:'. UNTIL PAVEMENT IS PLACED AND GROUNDCOVER I CyJ -COVER&ORN'53.1 RATED FOR H--20 LOAONC HAS BEEN ESTABLISHER}IN R.O.W. HEAVY DUTY MANHOLE FRAME&GRATE "' 0�F QUEENSOURY"NO STD.BY LA'AN FOUNDRY I -(2)2"x2%3'STAKES MAX.Q"BRICK& EACH BALE MORTAR ADJUSTMENT OVERLAP ENDS BAD HAY OR STRAW m YANG SCALE BATILL FINISHED GRADECA WITH NATIVE r SOL&TOPSOL BASE CGURS, O ag O O O O l I m..1 U I_'�. B'DtA, CAST O CONCRETE ORYY£lR. FORT'MILl.E7&t)R 8°DIAL 9 SECTION l °* EQUIVALENT _...,._,... ._._...._____ zGo +V f HA`(DALE DAM CHANNEL ALFLOW UNE EXCAVATION 4WTN 1 y FILTER FABRIC BEFORE PLACING STONC 0"EQUALIZATION PIPE-- TO ADJACENT DRYWELL E -STORE FILL SHALL CONFORM TO .. PRECAST CONCRETE FOOTING 10'Di NYSOOT STANDARD SPEC.SECTION - 7it3-�02.COURSE AGGREGATE TYPE 3 PACT IN S"LIFTS DRYWELL DETAIL_ ©'—o"O.C.tiq�x. NOT TO SCALE � of w j A `---36`FENCE POST � tl DRIVEN MINIMUM T6" GO a -H INTO GROUND �+ 1U __�BEpTOP IN GROUND 8"MIN. Bell pA �: is WOR0ESIOWW P" c u; v EROSION&SEDIMENT CONTROL NOTES `-- I.BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS 1NTRATED,AND DURING 0 All w 0 EARTHWORK PHASES,BEMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM 93 '"-SOIL.BACKFiLL SWALUS AND DITCHES AND AS INDICATED ON THE 2.SEGMENT TRAPS MALL CONSIST OF MAY MALES PLACED TO FORM A o�o� 0* PERVIOUS SIMMER IN THE SWAE OR DITCH. P 1 G,pLumma 3.AT LEAST TVIO WOODEN OR METAL STAKES SHAM THROUGH EACH BALE TO ANCHOR IT IN PLACE,CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU O=STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS, 4.AFTER EVERY STORM EACH SEDMISIT TRAP SHALL BE INSPECTED FAILURES OR -------36' POST,1@°q0 MAX CLOGGING,AND ANY FAILURE OR 6.C NG SMALL BE IMMEDIATELY CORRECTED, GE DRIVEN FENCE OS INTO GROUND 6. B £ AS SHAD.BE CRIED AS AS IS M 16'WINPOSSIBLE TO PREVENT EROSION,AND EVERY BARE EARTH AREA SHAD,BE SEEDED AND MULCHED BY O: 1st.TEMPORARY RAPID GROWTH COVER ---SILT STOP F RTC CR SUCH AS A.RYEGR MAY BE U FOR TEMPORARY SURFACE PLOW EMBED 6"MIN I l3ROUND STABILIZATION. 6.SMALL BENCHES TEMPORARY IN DI ES,INCORPORATING SEDIMENT ' TRAPS,SMALL BE CONSTRUCTED WHERE LOG ES ARE STRIPPED OF COVER ®,S I UNDISTURBED GROUND} WERE S,OR FIT.AREAS ARE E SIVE DOWY2� C 7.NEW Sill AND UN DITCHES SHAI IN ATE MATTING OR NETTING ;... 2001 OVER AND MULCH WFIEN THE IN T SL Elf S 2X ALL SWALES AND UNLINED DITCHES SHALL BE WOED PATH REED-CANARY MASS FOR FOUL FEET EITHER SIDE C4"THE SWALE CR DECH CENTERUENE,A7 A RAZE OF 23 POUNDS w ACK AFTER JUNE,ALL SEEDED AREAS SHALL.BE MULCHED PATH '., STRAW IMMEDIATELY. a. TRAC COMPLY WITH N. GUIDELINES URBAN SEDIMENT CONTROL FENCE EROSION AND MEAT CONTROL AS PUBLISHED BY THE EMPIRE STATE C CHAPTERAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. NOT TO SCALE SOWS-too XORK STATE DEPARreM OF G%DNS FALIS DISTRICT DN.No.+894B-a 11harofto firfli4"Ill for Rl AA+o%re alv"44u,-4 Shoot 4of7 ..SURVEY.NO.99241 E-32 �i M. WN AL APPROPRIATE FINISH GRADE FlRMSi ORADC `2 RiL CAU M A)MSES SLOPE I . k, $» OVERM FOR u ro a.. as�£DSITIDN µ Al STRUCTURES 1910FAItNIPM ormanioN sm �.._. G 4t USH"INSIDEL WALL ®Y Fawn VRIJA OR �F RI R MMEABLEA M.To RE Evwu L .® a-tz~ FILLL MIRAn IM OR EQUAL �' B BLDPE ✓ _. '� 2'°MIN -- °4" ATED sz LATER. I I +t5 PER Farr GARAGE BYSEPTIC rover TANK- aEr ATE a° f4^ T rgx HOUSE OR EQUAL NO _r'' `'' i�ISTRiBu nON ROX ,� ",T 24^ NOT Yn M MPERVI9 R .at RIOWA .1 FDAT u e BNWYB o i _ T.TILE E`RD ro BE Too'OR MORE FROM ANY TION PRIOR B>TSSE LDa VATILTRA ERFORro r ACCEPTANCEv STANDARD PIPE ABSORPTION TR CH 5 CTION LAKE,SWAMP,DITCH OR WATERCOURSE AND Td DR MORE FROM ANY WATER UNE UNDER PRESSURE. I wDT�DOME TICdN7 JOINT 4'PIPE-------^-� 70'-0" 'a g¢ I ON SLOPE OF 1/4'/FT, HIS, E.FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION 4N .� 20'-0"FROM BASEMENT WALL BOX,USE RICO COPPER,DUCTILE OR CAST IRON PIPE,OR MAXIMUM TIGHT J01NT 4"PIPE,_ .��" MIN, I LE 40 PVC With CEMENTED JOINTS, INSTALLATION OF DISPOSAL FIELDS av SLOPE OF I/B/sT ti} SEPTIC TANK —'- — Km Sa dE Asrowa a ms oRAmNa 3.H DRAMS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST O AND MALL BE N S~MATERIAL A AdCE KITH THE N YS, _ DEPARTMENT OF wEAlP1 I FPVTDJ s AND 4s°4AX, .® " IRIXd ON RICO COPPER,TIGHT-JOINT PIPE AND SHALL EXTEND AT a ASIR Flat-7a RNSTAUATIDH Or i}ggRMCPI.A51fC PIPE AN `"®""'"""-"' LEAST THREE FEET BEYOND THE EXTERIOR OF 7K HOUSE FOUNDATION. PEA 'U rM SEPTIC TANK CORRUGATED T1�M0 W Sf,PT1C TANK LEACH fPEtbS. 2.N0 VAYY E P#RDNT SH b iRiHIN TPP£OMITS�® EH5R2fatJTiON BO# 4.DITCH FO EING, AND DRAINAGE PDT'TO OF THE D L FTEJ.DS PIPE NSTA.LADQN HAS BEQikd. 2y ____ I --•----«..-- _..-__�w,..„„,.,.___�__,„, AWAY FROM SENOERAGE SYSTEM. 9.AP'TF.R CXOAYA'ItOtl TO THE DE.P'RdS:R[ ABS®rtPTION TRENCH I SEPTIC TANKS THE WALLS AND n w EACH REND BE ONES 4d MIN. -----,.-----..__.:_.. 3.DISPOSAL FIELD SHALL BE CONSTRUCTELt PARALLEL AND ftAXED TO Acwxv£AN EVEN SUR6hCE AND TO 4 WITH CONTOUR I.INET, SMEARED SECT1(WS CF TRENCH, PROPERTY 1,ALL UNITS SHALL COMPLY VAIN INS KEDUOLMENTs OF THE NEW YORK 4 FCgR FIRE ITSiE1A4,P6AOEMENT OF ORATED PIPE 9IF MIN. L6NE 8.FOR RAISED ABSO°tPTiON'fRENCS9 3YTT4:M5 STATE DEPARTMENT OF HEALTH AND SiAIA HE PRECAST CONCRETE ANO CE'0TE#TLE FAdPoO SMALL BE AS SNONN,Akp CARC SHat1. HCR9XONTAL SEPARATION DISTANCES SIMPLE BE AS MANt1FACTIRiED BY FORT MRLER OR EQOVACENT, BE EkEsSISED TO AVKkD INCIUS(W C6 FINE GRAINED SOILS AFdO ^-^--^--- ° MEASURED FROM THE EDGE OF THE FlLL. OTHER WASTE MATERIAL IN THE STONE AND PIPE. F --� 2.ALL 5'IRUCIURES.'POI'.PLACED p9 FlIBA,COMPACT SEND DR 4' { Lp ORaVE4 FOUNDATION. YER EXA$tkl6 FOUNOAflO9d CCITCNS I B.THE PWE SNC1tXD LAKt A7 THE DRADE6 AND TD 4F9E SL4b9E/®-fy2'P¢R FT. ARE UNSURPABLD,CRUSHED STONE.SHAD,BE PLkaED AS RELATIONSHIPS SHOWN ON T^DRAWN MAIN?APPND SPIN" NECESSARY TO ACHIEVE A STABLE FOUNDATION, {.,. CONTINUOUS MTHOUT SA45,HUMPS.S£PARAFTS JCNTB T,SEWAGE DISPOSAL LAYOUT DR OMER"U"TABLE OONDITIONS THE PIPE SHALL BE LAD 00 ONE ALL DISTRIBUTOR ISM MM BE 3.ODUSE LECTE INSTN.LAD M 11H_20 .AS O&B£IDMA HEAVY "TN THE HOLES 0 OV4 IN ALL CASES CCR TAN C.ITON DESC F(H-8D LOADNQ B.FG,R BWR.TRATOR SYSTEMS,TOE BOTTOM SMALL BE LM 8.ALL LA TO LE OF EQUAL LUCK FHIT aCMk 4,DUAL COMPARTMENT TANKS OR TWO TANKS AN SIGH ARE WOOD PRNiR TO P9.ACEN6 tNE ktFlLTRATOR UF9qq$$,,UA1S SHALL BE WdSTALL@EDD FOR TANKS MTN AN ROPES L040TH�'t0 FEET DR MORE. AN ASCUCCORDANCE MRi MAJiRAC1VRER'3 RE0C49MENDATICNS,MANUFACNRERS M M C"LEHOTH IS ISO FRET. s.ALL JGN T WMN BE EMJ PLATES Y'I BE$CA RELY A ACHED A4 N LET AND ENO F E.A H REw I PPE N o c cN PAD sHAu ee PuaD u KICK £ND of FE STANDARD PIPE ABSORPTION TRENCH PROFILE B,ALL FIELDS SNACL BE GRADED TO SHED ALL Y 10 SCALE " ME AR OVERT SURF RUNOFF FROM ADJACENT AREAS AWAY WASTE SEPTIC TANK SEPTIC TANK DISPOSAL.FIELD AND o DRPCS ,ETD. BEDROOMS FLOW (MIN.CAPACITY MINIMUM LIQUID TRENCH LENGTH 7.wC PART Dr PO FRSH SHALL BE FaatAum SSE NOTE 7) G.P.D. GAI_.) SURFACE AREA(S.F,) PERCOLATOR RATE(MHUFFE) UNDER PAVEMENT. A RILE NOTE 3 A 4) i-b 6-7 8-/0 19-95 96-20 24_.g0 p -".�` N—Q2 22O 1QOG 27 92 990 T28 136 15a idd G. s 33o t000 `' 184 - ®--.___� _ DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION 27 i38 i85 T84 207 xsd xrs 4 440 T23G 34 184 2"20 275 315 367 - TRENCHES AND GRAVELLESS INFILTRATOR CHAMBER TRENCHES. EITHER SYSTEM r91;I C I 50 15QC — T — MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THiS SUBDIVISION. !40 230 275 aon�411�� 1,ALL SEPTIC SYSTEMS IN IBIS SUBDIVISION ARE TO BE CONSTRUCTED AS MODIFIED a _Sao `i750 47 z75 33D xT SOIL SYSTEMS UNLESS PERCOLATIQN TESTS CONDUCTED IN TIME LOCATION OF THE N�TFSS a TAW SON RE01ARMENTS FOR THAN N BE SHALL SE PROPOSED SEPTIC SYSTEM ',ND UNDER THE SUPERVISION OF A REGISTERED CALCULATED BY ADDING 2"GALLONS OF AND SEVEN T.E#PANSKAI Arnas,Eve,.ARE C'xxm"AS BEDROOLFS, -'GUARE FEET kW SURFACE AREA FOR EACH ADDITIONAL BEDROCu. ENGINEER RESULT IN A PERCOLATION RATE OVER 1 MINUTE PER INCI4 IIp�I RpcSRa�a .CD£E 4.WF A GAIIII aRrcaDER IS PROPOSED,THE SEPIC TANK SxE SNAU.BE . 2,AM 1E®GP�F F.TS AND 30 OR.M FAUCETS M FEET.ACAS REiLE'CTTI50 O CAERE OONS AND R OTHER AAOCID TAGIEE OUR,TREO SURFACE AREA By 7 MODIFICATION AND 2.A PERCOLATION TEST SHInLL BE CONDUCTED ON EACH LOT AFTER THE AMENDED z'-a•__ 4•_5.' sHoaR.R HEADS. a DUAL apFPARTMENT TAW cc#F TWO TANKS IN RCS)MLL ALSO BE REQUIR D. SOILS HAVE BEEN PLACED/STABILIZED AND THE DESIGN OF THE ABSORPTION SYSTEM a Tom MODIFIED Is PIL Eb FC;R fS REMs NTH A rQrAL REN(H ITO H ASEATER HAN sGQ 1 T' VERIFiE'D FOR COMPLIANCE`I'F?THE"SEWAGE DISPOSAL SYSTEM SIZING"SCHEDULE. I �NsxL ro ASL�4 a.ONR-PACE FA.L BYSYIOH SAW Of F a...AT »m s Q x BASE. SUBMISSION OF THIS INFORMATION'IS REQUIRED IN CONJUNCTION WITH NYSDOH t#4 RE-PLACE PERIXA.AYICAN RAZE Of FILL MATERIAL, SEW CONDITION OF APPROVAL#5 ON(DRAWING S-1,AND MUST OCCUR PRIOR TO ISSUANCE OF THE CERTIFICATE Or,OCCUPANCY BY THE TO OF QUEENSBURY. z AGE DISPOSAL SYSTEM SIZING � Iz'•TO ts" � EOUAU2ER 24 OR EQUIVALENT. I f I � ACCESMS isa rtPTO&DETAIL) PRONK SOLO CORDA it 9FLU M1H PAY7dE.IN1' BLOCK PAD UNDER ca a° b'-,Q" MLET PIPE.OF EACH TRENCH Ay GROUN WAFT ELEVAHIM TION TOP PAVRi m I D A ® 11 PNFIL ALTO ABSORPTION TREN SECT( TXffit b box �_a 4RN 24 ,,. AS w , —CM STOP WATER UwE FEW MAY ATE FILL Y R EXISTING;SON, M DWAA E'L VA710N z AF (RAPE CAREFULLY PTO_MAT&RtAI, GRADED 6EiAMY S a If. OR wEu aaA Etx o�av SAND onk4TS vAw No A OF — T(t$SILTS OR CLAYS,Pp9 ANitq AND NO 2q Cn 19„ # - LAMM THAN r DIrrER,Rd OC#/RATE OF 3 TO -- WATER K DrAPER NGSam .4O MINUTES. AD7 RU.WN 6"LUFiS Yd7H LOW P p*�+ ++.R POOR I OR FILLON t BLOCK REQUIREDCK EQUAL TD 9p0I C. TRACK,MOUNTED DOZERR. 4.,,...., � 1�7r,-III T 1. 121,FIR . M IFiEq SOIL SYS M DETAIL NUR m_ B+FavRATez TD _— _=,. -°--- - WITH BOX FOR USE INHERE 'ncN RATE BOTTOM OF TO OFF e BFAaPdG.AO",A(.FT.} CURB STOP NOT TO SCALE OF EmSTNG SOILS IS LESS THAN 1 MINUTE,OR TEES,ES,PLUGS, PIPE BOTTOM OF TRINCH 9. BE TRp CHAMBERS (IwaE1EsJ SMALLER go,ROAD HYYDD RANT C ALAPPEDL EA MALTH DID FM.AlEB SECt TO WE Of EQUAL FtEo TO CHAMBERS a MAN LENGTH Is so FEET. P� S 1 4 INFiLTRAT ABSORPTB TRENCH PROFILE T`D AAER pn t N,T.S. 46d GRADE,AT UNPAVED WATER MANS SHALL TE NATTY TESTED At 1.5 TIMES OCS04 AREAS TUBE k'+^9'-0"-^j"+-°^ C NOTES. WORKING PRE$RrRE FOR A WHIMULk PERIOD OF 4 HOURS. HOW HYDRANT A ,Y K.^ LEAKAGE SHALL NOT EXCEED THE LWITS SET BY ANNA"DO, PER ONE439URY WATER THIS SCITEDULE IS BASED 0.200 PSO WATER MAk SHALL BE FLUSHM AND DANFECTEO M ACCORDANCE tom" ST APCe R EENAL PRESSURE AND A SOL MIH NEW YORK STATE DOH STANDARDS AND AWRA ml PRIG? - t T4K 9O BTATE q d£aRRlo aAPAGTY�'2(XR1 Pam' TO PRESSURE T€STWO.THE TABLET METHOD O'DREMPECi10N :y 4 Sy FOR WATER S P+4 C J COIIA*IIED IN AWWA-D-A51 MUST NOT SE U4EO. REQUIREMENTS TS O SECTOR TO THE REOUI TS R S6CI10N 30O S, —a. ¢�. AND STANDARD SPECIFiCATONs, FINISH M+W ANC!SNAI,I„BE O.A'5 KNORANT DOOR ow.oSam OONCFtEiE INDIA ♦fl ATER is YAL6� Wf SHALLOWER MAN 7 rTr« A -r�. 2'WOCO NADVE FAA NYDRAi'93 NTH „.G. , WES, HOLES%I"BE COMPACT VATS TRENDS T TM-- IN 9'.-O" TN A TA4 T Twe ( I N a9 r -.......... ,y Fh�,k " MUTH MAL `4. 1 D&PUI - ,. 4Wd TO FTi'E Pills 9.0 FT. TO AR[ADOPTED GA➢8 VALVE ,r �VALVE � B°^B»FAR.CO CONCRETE_-`^"®'.. Y,". ---. - l*EP I ON HYDRANT BETINEEM °^^ LOTS#2.4 SHALL BE PLU to OUE TO PROXIMITY TO T60 5YStt'TI �, M.a.DATE v.A.ar AIR, l o ON UNDISfl11t8ED BEARNC � PA AREA FKA99pdG _ IN 4�•" •p ` AREA B 4 1_tY_..kid�Q ..EA......__ 9 Mffi»R k > Q A ENO? CAT M C T-S/n Ya 9. AT ILDXS AND M TO MATDT CRETE WOUIS AND CLIFF �- MA pre ku 4' a �a HOW T TYPICAL THRUST BLOCK DETAILS PIPE EXCAVATION BACKFiLL DETAIL TYPICAL HYDRANT INSTALLATION CONNECTION TO EXISTING WATER MAIN 0� s�NOT TO SCALE Nor T 7o EPEE Ni rw SQi+et,04�"A-A ARull DING.NO.®46145-J C FALLS DISTRICT I � I - , I I i � I I I I ____-------_�___...----.�,-��--".--�,---,-...--,---�,-------�-...------ -..--,-.---.---..----,.--,.,--------- --.---�------------____._______�.__ III I ��:�._ , I I I I i I I I � . . : � � , I I . I I . . � ____ - ------ -_..__.7______i_______._. .. I I - I �I I I I �I . I� . � I. I 11� 1, � I I � . I � . I I I I 11 � :� I . I � I I . . � I � . I , I 1 7777' 1 1 1 1 1 - � I . 11 .1.� 11 I I t -I I . 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I L I f I 0!: `1 1 1 1 1 . I � I . - � � I 04 1, � � 11 I I I +t-r-I 110 I . I . I . . . . I I t1i y L)�:V; �ilpkrlqlt()"I' . I I I 11 I I � . I I I I � I I I I (:) . �T I � . Conimunill) Devviopillult Offive I� � � � i �, , i . I "I w I 11 11 I 1. .1 . I I I I - 1� � I . . I 11 � I � . I � I . I 4[I � I �NY 12804 . I � � "' - - .,;, ,J�oi. "Icl!'J - , I I I 1:1 . P�4 + . I � . . i I ,I I 1 742 lla� Road,Q,ueeu0Mrl' I I I i . d�, 1 .42 114,� R04,1, Q11M�oif"Lit", ! ., -it)W , i" . I I � I I . � I . % � I P� . . I 1 4 1 . , ,___ t � . . I ., I I I 1. . . I . I , I I . I . I � I I - I I I � �_iiiii o) ; 1 � I I I i � 11 I �I I I I I � I 11 � . . I I . . . I I� . � I I . + . � . . I i 1� �� - I I 14. , I I I I I� I I ! . . r'. I I I - � I , �, 1, I - . I � , - , I I I 0 9 I . � I Q . I � ", I I � � I I I - I i . I I . I 1, � I I I - I I I I �f;I , I - � . . I I � � I I � , I I I � P I �zk�o. . � � I � . - I I I I . I I I I I I . I I . I I I - , k, -1 z - R I � . � � I I r, 1 7 �� �[; , I 0 1 . � , I � I � I I Town of Quiccusbury Planning Board , ,- '. ,, , , I 10 " k� I 1� I . . I I . .,� . I I a 4 15 I I I . + - L � � I I . ,I - I ,., ��,L, I 1 9 7�i.,......,189'43-03-0 .Town of Queensbury Planning Board - I I ; I . � I . I I I , I . � I � � ,�1 5RIZ 91 - � I I I � � � I I . � I I I 1 46 NNii, Mik ') . I . c6m Lor tj�E ' - I I I I : I . e , I , I - I, I 9 � ,-j3�4:ki. . I I . I � - . � I � � I . I . � I . I � il �, �� 11, I � to 1 26.95' 1 1 1 1 i I I I SEQR RESOLUTION-Grant Negative Declaration., 11 I I H� 8.5 � I I I I . � . I . . . I I I I I I Af w 135"-,W � . � I I I I i I I I � I I I I gig 4.5 K 1. I . . RESOLUTION-Approve Subdivision Mod Ica on 1. . Subdivision 0 1 Ic loll - D16 Luzeme Holding� Re. ; , � lg.�! I I I I I I i I � � I 1. . I ' . � � OMU! ' ' 1� , I i� , � I PZ 110-2016Luzemeliolding,Inc. I �� I I Tax Map ID 308.12-1-7.13,-7.2 1 Property Address:West Df Road/Zoning:CLI 1�;�Oid .i,�R I . ivc/Luzerie I I Fi MJfi§1 1 ,� � I . � . I I I I I - I : . . I , I , i I I � � I I � .� . . I I I I � Tax Map ID 308.12-1-7.13,42/Property Addresi- Wes I t DrivelLuzerne Road/Zoning:CLI. ;. L I .1.1 11 . .�, 11 . I 1, I " I I � 11 I I I I a � �R I I + � � �, !! ��,�,� � I 11 . i � I 9 , I I I I I I I I . , � � I � I � i I I 11 ", I � � � I I - i I � I I � 6 016 § I . � � � 11 - 1, - I I I I 1, � ,The applicant proposes inion of two parcels. 308.12-7.13 to be reduced to 5.0 acres, 1 QI I , I� I i + + � � � I . J I I . I a subdivision modific � . 1 � I I � I I I : I � � � ' , . . I i I I I . ,� I I . I I . I ac ' division Cl) , I I I . . I � . I i� - i �,- , , I - . I I 1 308.12-1-7.2 to be increased to 6.46 ' res. Pursuant io'Chaptor 193 of the Z64bigbrdinance,'sub i i i g � , .� I I i 1 , . I I . I - �, , I I I ,1 H Ram I . I � - I I - . : I . i i, I . ' ' � , ,, I I 11 1, � q � I I :: subdivision modification of two parce s. subject Planning Board tv and al � I 1� I � , . A subdivision applifation has been made' Applicant proposes .41 - I I I I ' mqdifil�tien shall be to view appruv� . � . :, � I I I � .1 . �; I � � I . 1 - . . . . � '-, , , , I t, Pi ,g I - " I I " I I, I .t .. am IM5 I , I I . I � I - . I .- �, - - I I I e � � I . I - . . I q I :i �1� , I . 308.12-7.13 to be reduced to 5.0 acres,308.12-1-72 to be increased to 6.46 acres. Persuad to Chapter l9j, � . I . � I , , � , , , I I ' 'I I I I I 8�� �! .NiI� 1- I � I . I , I I I - I - I � I . I I AREA TO BE MERGED W� - , ' ' I 11 6ERA552 R M I � I I ,T1J,STQMGE,FAPRITY , determined that the proposed projeciIind Planning Board, ,� � " , , , .1 1 1 � I � .I I I I rdinance,subdivWori modification shall be su�j lip Planning Board reviewand approval. .1, The Planning Be has action is subject to review . � cz/� 115409 7�fi§4. Fdat ' I � of the Zoning 0 ect � . I I � ard - , , I 11 1, � I : I I P% . mlp-lp , ; , . � I � I � I I I I � I .1 I � � I I I I 11 ,� � t I - _ � I - I I I I I . I � � 11 y. I I I I I I I I � under the Slate Environment Quality Review A . I � , .HP54 X . � � � I I I . - � I � � I I I al � ct; :,-�� � : I � I'll I I 11 . � � I I . 2.6 AC as I . - . . I � I I - , , I I I I I � I � I : . I 11, - I - I I . I I . I I � . 1 . I I I - - . . I , . I "I 4 41GHt I I .1 t "I-, 1, Pursuant to relevant sections of tile Town of Queensbury Zoning Co -Chapter A-183,the Plaimin Board . : - � . ., I . I I I I I I I I . 8 � , � I I I " _�rie - I _g . � , , � I . I I . I I .. � . I i, I .. 1: . -action considered by this Board is Unlisted in the Department of Envircii al Con ervation . .. I I � I I Ty �, . I li-I.I.-1......� _.......� � , I . '�T . I I IDERATEDENSI RESIDENTIAtS "E , � I I has determined that this proposal satisfies the requirements As stated in theilatritig Code; .The'proposed 0110111. .0 1.11, � I � I I I . I . I I ' I i �,I + I . 1. . � I I I 1-1 I 11. 11 11 � I i I I I I . 7.1 -�i . It . I I I I I - I 1, � � - � I I �� I � 1 242.6 � � I +1 '' I � I I I I 1, Regulation � 'ithe State Enviroinmental.Quality ReyiewActaud the'reguluitiona;4 the Town of + � � + , , i: I a implementing . I ' . I . . I ,I I I � I . �i . I " P '1P -V,f.,t I . I . I I � � I , 1, . I . I . 2 ,I 1 ; A I 11 - I I I I I I I i I � ; I . + � � I . - . . . 116 : � �. I �, I I �� I I . The requirements of the State Environmental Quality Review Act have been considered and the Plamilag � - Qucensbury; . I � ,,-, I I I I �I I �1 I I I I . I . �� � ' ' I . � , 11 . I 11 � � I I I I . . I I . I - - - I RE I Si-D �,, I , . I I � I � I :�� I I 11 - I 11 � - I ,,, Board has reaffirmed a SEQRA negative declaration I I I I � - ! . I - . I I 11 I I I I � - I I � I . I . .� I 2�y z �_t I I . 11; I � � � � . I I I I, . I � I ' ' � . I I � . . I I I I � I I � I � 1 + I I I . TAX PARCEL q'08.12-1-7.2 I . I I v � � I I � No-Federal,or other agencies are involved; I I - . I I � I �� I I - . I . . I . I I . . � I - I , . . I I I m � " "i. , I A public hearing was scheduled and held on 4M/2Ot6; I I . . � I I I I t � I I I . . I I - I 11 � . "I I � I . � I 0 0 . I � � I . . I I . �, 6.46 a - I I : i I I I I I I I I . 1 � 1i . - I i , ination 6 no - � I I 1 . 1, .� - � � I I 00 . i . 1 1. I . r - I Whereas the Planning Board adopted SUB 4-N 1 2 on,8/2812012 SEQR d I 11-significance; � 11 I I + � . I . 1 1 1 11 � , I I I I I � s � _ I I � I � li� I 11 I I I � . I . I . � I - 11 r 1, � I I I I I I Y" ,1 , I � , "', I I � I . 0; I �, Pli i - , Tlas application is supported with all documentation,public comment,and application material in the file of I I . - I � ' ' I , 1 U_ 11 I -4 : , . I . . � . I I I I I I I I � I I � i I 11 � I I . I . I � � ,11 ,� . + I I . � , I � I I �. . I � , I i 1 � � . . . on recorded on the EAF,it i I I " , I I Ing ,�,) I . . � I . I I I I I Q record; I ; Upon review of file irtformati s the conclusion of the Town of Queensbury Planni I . I I 00 I I I I �� I , . , I , � I � I , I , I 1 + I . . . .1 . . I I . I � I I . . I : , i 11 , I I I I I le , . : Board as lead agency reaffirms that this project will result in no significant Adverse impacts on the environment, ' �I ti, I I . I ;- . I I ' , I .,- - I . I . . I I I I I I- I , � - I 11 ' � I I I� �, , I I I I �. . . I - ; "I � . . MOTION ,TO APPROVE MODIFICATION FOR.-§UBDIVISION PZ .110-2016 LUZERN& � . I and,therefore,an envirommartal impact statement need not be prep' d."'Accordinil�,:�4!qt�pgati�F4�claration I S * ,ry 11 1: i I - : , I I i i 15iiNG LOT UNE op -- ----- _-Thany � _1 . - I � . I I I - I I I 1 . � I ,. - - .-11 s- ' ' iias'Foid ; I � . 1 -, I I . . axe I 1, � I � I I , \" . I - � I . I I I . � I 1- . - � HOLDING,INCi,Introduced by Stephen Traver,who,moved it add tion seconded by , I I . � I I q . I I I I,I 11 I I I , I I �I I I I I I '. � . I . ., I I � I i I is�issued. �. I 11 I I I I I I I I I I I I . . I I " I .1 I ,, . .. � . � I I I � 11 I I I � I - I . I _ , I I I I �� I - I . � I . ,� . I I � : ,R , - I . I i I � I I I ,I I I I I . I _. �� I � . I I I I i tj, , . � I i I � I I � � 14i I � I � � I . . I . I . . I . I - ` :1, 1 . I I I 'As per the resolution prepared by staff. I I - I I 1.I- .1.1. I., I � I I I I - 0 1 1 1 � I I CO I I il I I . � . ! I OTION TO.,REAFFIRM A NEGATIVEDE'CLARA ION�p Z SUBDIVISION MODI "CATION Go In � . I I ,_L QL L I I I I � � . . t ' � ,�-7 --� , I � I I I . I I I I .. , . � I + I I I - � .� ,:i� . I I 1, I I N �Pt ' - � . �NG, I I I 11 � J(�d I n . � I 1 0-2016 LU7X,Rn_ WOLUR&IN�Cllltroduc db 'St h "'T " " h' ' d f ' its i second d CQ I e �y . ep en raver w o move , or I We on, I I � ,�, . 1 I I . I I I I I I I I Duly adopted this 2.8 h day of April,2016 by the following vote: I 11 I I I I I i . lyi-G. 1-1-Tc., 11 I . . I � I I I � � 1-1 `1 I I . . . :i t � . I , I . I � - � I I I I I : I I I - � I I . . LO I : I I I I . 1 4 � I I I I - . I a I I � I I I I I I I � . I I � eurge crone; , � . I , . � I I 11 . I I I I I � . I I I ,�� :k 4 1 1 1 � I � I I I I I I I I I I I !�, � � - I I I . ko . + I � LANDS AVF OF . (a 11 L � I i ,� 1, = AYES, Mr.Deeb,Us.White,Mr.Ford,Mr.Magowall Mr�Fpr6e�Mr.Traver,Mr.Hunsiager I i � I I I . I - 11 � _ 1 . I � . . . � � 1. I I I I : I : � . I I I � + I , � I I I � . - I I I I I CQBYMcD0NALD li' � I I 11 . I I I - to > I I I � � I , , 2 I � I : I As per the resolution prepared by staff. . . I I I , , . . 9) � I I I I I � - � . I i 11 ": I I I I� I . I , I -. I I I ��, � I I I I I I I � I , . I I I . N 0 4 NOB'S: NONE 1 >4 Z . . . I . I . I I - I � . LU 1 . I . I I I r I 90 zo 4 + I I i� � I I . I 0 6 1 1 11 . . . I � , (Zl I . = � � � I . � � I I . � - . I I I . � i I 'I I I � : I �q I ,� . I � I - Q . I I LO I I I . M V3 � =I I - I ,. 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Y F,-- v wa w a - 1 p F E 1r85 N-00 35 .05 : F xZ, LANDS.O _ r NC _.__.� S ,' DKC HOLDING k R. LOT 2 ij co 1 ; / CQ ko F l LANDS 0 _-.LAN o � o LLC , LD INGS D+HO —. MICHAELS —. Z JD / C ' OS -0F LAN 'LLC ,. JD MICHAELS HOLDINGS, y + Z:: 0 ./ 0 q S OF ul LAND is w LLC - S I OLDING ICHAELS H JD M , o I rm Z rd I LANDS OF o _ LO dl MICHAELS HOLDINGS L � CQ CID JD 3 r.. ro `U m � 1 a . x � � sr LOT 1 .. II i Date, NOVEMBER 4, 2016 Scale i - 50 I; . 1 S SHEET 10 17 1 D-709 '.99241 STORA I,V, rro- f. x. '.;, J I .,c::.: ud�'3"�• n ar��:ff 1 I I ' d.l: E I