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mapsL0C�---Sar LOCATION SEQR LEAD AGENCY RESOLUTIONS R&SOLVIION-3E6%I84DAOBNCY 3LAN3 W CONt@Cf10N WffH ARW VARNNC3i1-3019,$OBOmS10N 3-3a126PPPSFIWATOt WBRAND30.3a19 003,0,03 Tex MYM396.13-1-I3, 1], 19, 33/Ad4rmt:BrybmYDave WIiPAPA3, chadw encs ueo: ppPlirmlTarnow eutdi�uicao(a1559melmalwlm leurm®e3 firm 1161 10.16acm maak9aow mOdlog lm. d IN MM aJpitg mtl Mac farm.. IF prpgy Pantmtbau"d Sol- o ofW ZarvnE 4J a"Frar c fi!mi r-anbJea sap, miegBmdteview mind Ied [�@tilw4a., GII Ret, wiOiv,W frelofnwsSued xWM sgwa PbayuB Domd miew nW tgpuwL Yyy@Ili2 R.eli-(tegrmmd fm min'v.,t®Iof aiss, ami Bonbge, amid�lytalmrtiaweofrYMJft rm!.'. PI oRNaav'rtmy xkaewlei]e L/dApry WnµmodW 9BQRtvvimvma pwiaeenmmmeNNior m Ire Zrmm83nudofgpVsh. FOREPE4S, me PLmmg Bard of the I- of damuuwet b LaeW as mv„wou!al aeAm laLvatmdvih Side Pnvut®mW QWiryxenaw Aa (SB(jM) WI®IDPg. II¢ Plmvb!g Paid of tic Tows otQomrlPn'y hn Vam[Blei ma p%r4a be ea OdmM tllm tot pmpxee of SEQR reviewpna!mr m 6 NYCBR 61 ]. WHCRPA9,ItrPlet000g DaW uNeegmaymprd'tetBY avµmblafarappving tleutian hmu a[ ibregaon3Jity faregvoaitgtltalmlum les WepopxY NOW, iIiB¢PFtlkP BPa RRSOLVRO We Plemq¢Buvd fr5e TowufQWmaury EneH WBeOm Liar deaae b k IW s6anY fro SP/jAA tmiw' of thio e<d mW m9ma'mr wtl Mm.Y We Z®og AdmuuNNrcm a arsoYrlbapabIDiJ1Y morbid agmenorffuels WmCal aPmIa. all form wbl be ¢vl m Wa Mlowigq v8a^S^+: Town d (TrraaM1n ImisB Boort of AppsO. NYB DP.C, TYG YIOH: pffardshour'no \12}iJ4 WISP AANA VAAUNd NO ]l:p9s4 su90mseoN oro 3 -]ea A PaeBYHwaTf,e yrCyJ,�n}_a-m�4 tnvc Lunn. Inaommi 6r Ibnala Rrem.m ma.m w la.dopaon 'wwoued 6y eras Masa....: 1Nebpx Letewlmcnpe�el6yS�' lkydopNd421vdryofOdoba M14.6Ythe611owbpwb: AlP9: Mr.Mgvweo, Me. WMre, Mr.kMgMr.Pma. Mr.3rbxewlf. W.1Mb. tN. imvc Blrr'a !'PION-._-.--- SrAtlmsian3-20126 PmhAY WMYtl4A014OgGM ArSrowledge f.wd Apmy 4Mms WEIEAfiAS, Me ePpnmm Nopoua: APpiiam Ixopoees mbdivision da 1559 eve percd with Imo uarBir$ ire vitt Bom Y.16 m EO.tb seam tic awe 4 new EeddiAq Ws wed Pamir fit with evsnnR « ,i evtl twee dare.. ou diyd p Purwad m Chaeta A'.g3 d the Zodr$ Ommonce vslSvidwn of iemi PNB be v . d b %snrmp Bard miv nd yymuti Ermhtmm Wareast Cmmmim whhiw lea tar oCs dwymd sfvlem.smam PLmmg Breed ravkro mom epiwrenL yga�; Behar raqu ppo el ®imam kat em Pard Aosbge s Set ar de MM rete Pboreldg IIoaM vsy ednovbtlpz Lead Agency mems, mMum SEQA twiaw eotl pmvNe e raommevd etior. m tN Zo>m1g Boyd of AOPmin, Wt1EREA5. IM Plawtle Barad Or Ne Town of (inspired, hu datetmimi to begin u! mvbemuMl ravivx l4ervN WY1C Bmm Esirar®wsi WaBHAneww Am Ort WHEREAS, in novation with dor pradec, to Town of Qumabtvy Pln 3 Boar, by mmiudory ptaiouiy wlb. the Community DevdopMW WEU he badly d caudad Agreim N m denim crude Town Bard to mndaa a m wed SEQRmisx: WHEREAS Meimyl AdmieimMahptiviedshat dbaniLdvm MraMYanbeeetmf' eMaa roure -nil As Avse mnsroret m the Tow RRmad+aY MmNA4 Breed 6®S Intl agrcy, NOW. TfOsTtEFOAE BE n RE40LVFD �JS�LG f�Qti IneodmM by dela Ntahe win amswd for rt adoNal wmode66Y Thews Fed: Aa pwthe drtltyemlut'mn p'ovlaMby bWi Duty advla dINe 301 dry ONos®br 2JJ14 by said, fi&owiwg ware: AYES :MCI., W. Rada Mr, Fust, 6R'. SdwcxNE W,, My Mn. Bab. ER lkemp NOES: Nme Zoning Board of Appeals- Record of Resoiullon T.OF0.a.bhy742Bry Road Queembhry,NY 12004 RlB)71 Shaven Jackom, Chairman Roy unit secmlary, 10: Donapecto FroperadM1dPROIFarrOk pre ��hre washe p5eerayxy. NY I2&M IMMaetlrp hada: WBd. CCIO11a2t,2D14 IMIPanpOmrvl"I Fc1d O`w Ids of OueI nerxeivMOnapre[oXm hmtlbap . ford.. 1, -1.11.111 I.Frqcoda of rtnrownaloaeendry. wClkmtl WOParna Holrm .'a1"Fa da"0-e per=Nta careardlnn dlnar(4j mwbuAtlMOlabwlBaNv bar Accr:I.11 „IOMMln an e, 1, - Fvhd"rmd(noe ur n. barn ... bene ten to d¢ 4a' I dowers, aI, .nest Ma IMahe ane W.a a ono 6 as nM evelpar - s dotard. Culeen!xd. XMIM rpwalaerrc ml�am.m. ml an. -to and torture. A(;fn 3 M1XG a0A0.D M[aLF9jJSt @E1nA2dc..N nand real In M�Coau �etl/w 16 o9cgXon facorrJatl� nnnn Hill-antl b6lnhWu�aa OY @ecreaded"YN tiv/dodcber,A146/ib id'owinp vofo: AM: M.Garord,Mf.INACa. int 11BN:nI. ta.MCCaDa. Ma.Frnr, N,., ludpkl NOS: NON ,5� RESOLU TICOINS BBS07� SubMdtlon33012 & Finahwsm War'aods<-3014 patOC.wn SEORNegmw WdmsUcc 'Gas yg4®r Tonere a!piivpba a`. 1559. Tarred wbb low, mol he- do:n i. Id In 16.16 avmmamm4rewimNmgbb Llaw.ob MiBeDmlgtnibeu.: b5 bra farm Emwad m ewaaelNax Nelvpeudiand uenpAapti-ronIgvgdl Boofug.mw 2wpulgW,OYMetlmmbeE w Currenat FIf 4 ! a` ew a ® y " cat"ced Rooagreaf d"baMDRcare, PI, .." hatawa SEQRanew �a P :nF prmmaermmmmar nammn6' eE8 OLUTION Bubdns on 320@@ Psedwmer Wcrlends 4 2014 DOug [:ren Raoa4neMutonmigmtg good Of Appmb for Ar<e Verienu tl-2014 The Indian[ has wb ti red an application EI following Apel mm proposes wMMb n of a 15.59 Cr<pvrcl tF IM p ng to ova BOm l IE scree tecarte 4 new boulding loos eM Ic: W A e n e std nice end Fame £mm ¢Illyd- y Pervau to ChePmr A -hoof the za- r. v ulnar. = b lend W W bee o Planning Board art and approval. nt w with. 100 d. -.. aWaMfimtWPidnniry Boma leas- s R befre9u Lott =ace fiesur SI Ntluire I. an f n \ILR Nana. III R , dee Lar : . us, mrdua SfiQR rev ew rest amnee. �matm<a. � 1nap .. 3„ f a} fi '•)a ^5 St s j Y II es 7 't v T r f :.., vat ..., �.-...,.. .✓!: .. ..,. t.. . . , ,: z: ,... , . .✓: ,. ,,. , .; ... ire Pmnri ng Bonrd na dmerm red thm the pmpdsea Pro1at nM Planning ma a ea o r q"o-. - Town dQueemaay Z,. _a. 79-9AI032 b. requirehe tPlmnir$ I ressaide uMrth<Swre Envbonmmml Qvelny Review Anq ox:5c a Fatern n a tI 1 119 6c:: of Appals for gnjeue Me[ a throe both The proposed aside consideread by this Board is Undand in the Ween I k m rn BozSc A:Pta-v r' F .r.. Coodrva[ian Regulmbns implmtdear, the Stem Endimnmema Qmlity Renew A. AN her THE MAIN SHARED ROAD AND ASSOCIATED mpletiometbe TownofQ!m Wb . An- r_ fn2114, No PedmM otmlmrdeenamwm lnvoiwd The - j Ili 111u. An, rI been c5 _ DETAILED ARCHITECTURAL LAYOUTS OF Phe on, Panlo[tMLsog EAF bas ban mmPluetl by rhe eP01!oeot 1I P _raa "I'na Ped2oftha WVBE1.Phmcbanf MedbYthe PNnrdnggaM� - "Iof this Trued.. -W . ..vMinB 'An J'..l +K f RFCDOMMFNDATONON REH II '.in-NINGBOA" 4; 1 3 I n I lt).11 1 C RB F A tAR"I 71'0 4 D Mg�y e.Ek7Pt, _- -. _. i 001 „ s who mond damophar. ccdnded by Bred Me1wm; and iawM.e D. Subs.tbwnncedPurttrerperrrih,u+Hr.WIWNRdkrg WNUmedepwdwlonrece¢slot SEQRIYpe II -der (utherreview reatdrea; roe thfinal Wmw; S -ed anY agnifwrt sawae impw 0w eewmt 6e midptad with MOTION TO APPROVE A NEGATIVE 0 ARATION MR SUBDIVISION J' .a Oevdopmenf Daparhm:nt Me ceppicmi con appty fm is bu irg rermHV that papased Upon review of the Opplwlbn mdeddslnfamvnon sheet tl"no Hte Ioddle, herring and heart FRESHWATER WETLANDS 0.20N DOUG COON. heraduad by Domid Krebswlw came_,-,- _ Pad Agency. Lake Geroge Peak Commkdan moth. Slate agency OF deparrlment. medoPdon,so-ded by Stephen Ter-, Duty adoptl:F =T. Or 2010 by tN Mlbwing Ma: Aa Far the u[i.. preperM by I AYES. Mr Ma::.: .:'s IF Ford, Mr, KtL , Mf. ryMe. Tre, Orb, Mr, W EMN Only adopted This 20M dry of Nowuber 2014 Who ho following Fare: 2. Can the baxM caught W Mo applkmti be adaevetl by Name aneBod pestles, imfim applicnnt Slaver Jadmaki. CtmYmon NOES N- Quenssb ZWrngBoardofAp» AM: Mr. Travr, Mr, Rrdsw AM. Por, Mc. SclmrwelE Ms. Megawan, Mr. Dab, Mr, Nunliersr SJhM1 3. Note requested¢Bat vvioncewbzimtfi019 rmay be tat!tsWaredsubalvMld relaBve loibe Cade. t f ca: T.fW1Wru-HulcYtlra 6gFeeltlg 4. Wa AelaspmedmeOvoaoncehaveanadverseimpacton Mephyficalarembanmental J. Wall Em. -BPSR *- 0, S. Is Me alleged dfif Sl"f<mtetln INe dMcuBy mW be car Mdl dsen-treaded Page2of2 PORI fyG � t { 7a L0C�---Sar LOCATION SEQR LEAD AGENCY RESOLUTIONS R&SOLVIION-3E6%I84DAOBNCY 3LAN3 W CONt@Cf10N WffH ARW VARNNC3i1-3019,$OBOmS10N 3-3a126PPPSFIWATOt WBRAND30.3a19 003,0,03 Tex MYM396.13-1-I3, 1], 19, 33/Ad4rmt:BrybmYDave WIiPAPA3, chadw encs ueo: ppPlirmlTarnow eutdi�uicao(a1559melmalwlm leurm®e3 firm 1161 10.16acm maak9aow mOdlog lm. d IN MM aJpitg mtl Mac farm.. IF prpgy Pantmtbau"d Sol- o ofW ZarvnE 4J a"Frar c fi!mi r-anbJea sap, miegBmdteview mind Ied [�@tilw4a., GII Ret, wiOiv,W frelofnwsSued xWM sgwa PbayuB Domd miew nW tgpuwL Yyy@Ili2 R.eli-(tegrmmd fm min'v.,t®Iof aiss, ami Bonbge, amid�lytalmrtiaweofrYMJft rm!.'. PI oRNaav'rtmy xkaewlei]e L/dApry WnµmodW 9BQRtvvimvma pwiaeenmmmeNNior m Ire Zrmm83nudofgpVsh. FOREPE4S, me PLmmg Bard of the I- of damuuwet b LaeW as mv„wou!al aeAm laLvatmdvih Side Pnvut®mW QWiryxenaw Aa (SB(jM) WI®IDPg. II¢ Plmvb!g Paid of tic Tows otQomrlPn'y hn Vam[Blei ma p%r4a be ea OdmM tllm tot pmpxee of SEQR reviewpna!mr m 6 NYCBR 61 ]. WHCRPA9,ItrPlet000g DaW uNeegmaymprd'tetBY avµmblafarappving tleutian hmu a[ ibregaon3Jity faregvoaitgtltalmlum les WepopxY NOW, iIiB¢PFtlkP BPa RRSOLVRO We Plemq¢Buvd fr5e TowufQWmaury EneH WBeOm Liar deaae b k IW s6anY fro SP/jAA tmiw' of thio e<d mW m9ma'mr wtl Mm.Y We Z®og AdmuuNNrcm a arsoYrlbapabIDiJ1Y morbid agmenorffuels WmCal aPmIa. all form wbl be ¢vl m Wa Mlowigq v8a^S^+: Town d (TrraaM1n ImisB Boort of AppsO. NYB DP.C, TYG YIOH: pffardshour'no \12}iJ4 WISP AANA VAAUNd NO ]l:p9s4 su90mseoN oro 3 -]ea A PaeBYHwaTf,e yrCyJ,�n}_a-m�4 tnvc Lunn. Inaommi 6r Ibnala Rrem.m ma.m w la.dopaon 'wwoued 6y eras Masa....: 1Nebpx Letewlmcnpe�el6yS�' lkydopNd421vdryofOdoba M14.6Ythe611owbpwb: AlP9: Mr.Mgvweo, Me. WMre, Mr.kMgMr.Pma. Mr.3rbxewlf. W.1Mb. tN. imvc Blrr'a !'PION-._-.--- SrAtlmsian3-20126 PmhAY WMYtl4A014OgGM ArSrowledge f.wd Apmy 4Mms WEIEAfiAS, Me ePpnmm Nopoua: APpiiam Ixopoees mbdivision da 1559 eve percd with Imo uarBir$ ire vitt Bom Y.16 m EO.tb seam tic awe 4 new EeddiAq Ws wed Pamir fit with evsnnR « ,i evtl twee dare.. ou diyd p Purwad m Chaeta A'.g3 d the Zodr$ Ommonce vslSvidwn of iemi PNB be v . d b %snrmp Bard miv nd yymuti Ermhtmm Wareast Cmmmim whhiw lea tar oCs dwymd sfvlem.smam PLmmg Breed ravkro mom epiwrenL yga�; Behar raqu ppo el ®imam kat em Pard Aosbge s Set ar de MM rete Pboreldg IIoaM vsy ednovbtlpz Lead Agency mems, mMum SEQA twiaw eotl pmvNe e raommevd etior. m tN Zo>m1g Boyd of AOPmin, Wt1EREA5. IM Plawtle Barad Or Ne Town of (inspired, hu datetmimi to begin u! mvbemuMl ravivx l4ervN WY1C Bmm Esirar®wsi WaBHAneww Am Ort WHEREAS, in novation with dor pradec, to Town of Qumabtvy Pln 3 Boar, by mmiudory ptaiouiy wlb. the Community DevdopMW WEU he badly d caudad Agreim N m denim crude Town Bard to mndaa a m wed SEQRmisx: WHEREAS Meimyl AdmieimMahptiviedshat dbaniLdvm MraMYanbeeetmf' eMaa roure -nil As Avse mnsroret m the Tow RRmad+aY MmNA4 Breed 6®S Intl agrcy, NOW. TfOsTtEFOAE BE n RE40LVFD �JS�LG f�Qti IneodmM by dela Ntahe win amswd for rt adoNal wmode66Y Thews Fed: Aa pwthe drtltyemlut'mn p'ovlaMby bWi Duty advla dINe 301 dry ONos®br 2JJ14 by said, fi&owiwg ware: AYES :MCI., W. Rada Mr, Fust, 6R'. SdwcxNE W,, My Mn. Bab. ER lkemp NOES: Nme Zoning Board of Appeals- Record of Resoiullon T.OF0.a.bhy742Bry Road Queembhry,NY 12004 RlB)71 Shaven Jackom, Chairman Roy unit secmlary, 10: Donapecto FroperadM1dPROIFarrOk pre ��hre washe p5eerayxy. NY I2&M IMMaetlrp hada: WBd. CCIO11a2t,2D14 IMIPanpOmrvl"I Fc1d O`w Ids of OueI nerxeivMOnapre[oXm hmtlbap . ford.. 1, -1.11.111 I.Frqcoda of rtnrownaloaeendry. wClkmtl WOParna Holrm .'a1"Fa da"0-e per=Nta careardlnn dlnar(4j mwbuAtlMOlabwlBaNv bar Accr:I.11 „IOMMln an e, 1, - Fvhd"rmd(noe ur n. barn ... bene ten to d¢ 4a' I dowers, aI, .nest Ma IMahe ane W.a a ono 6 as nM evelpar - s dotard. Culeen!xd. XMIM rpwalaerrc ml�am.m. ml an. -to and torture. A(;fn 3 M1XG a0A0.D M[aLF9jJSt @E1nA2dc..N nand real In M�Coau �etl/w 16 o9cgXon facorrJatl� nnnn Hill-antl b6lnhWu�aa OY @ecreaded"YN tiv/dodcber,A146/ib id'owinp vofo: AM: M.Garord,Mf.INACa. int 11BN:nI. ta.MCCaDa. Ma.Frnr, N,., ludpkl NOS: NON ,5� RESOLU TICOINS BBS07� SubMdtlon33012 & Finahwsm War'aods<-3014 patOC.wn SEORNegmw WdmsUcc 'Gas yg4®r Tonere a!piivpba a`. 1559. Tarred wbb low, mol he- do:n i. Id In 16.16 avmmamm4rewimNmgbb Llaw.ob MiBeDmlgtnibeu.: b5 bra farm Emwad m ewaaelNax Nelvpeudiand uenpAapti-ronIgvgdl Boofug.mw 2wpulgW,OYMetlmmbeE w Currenat FIf 4 ! a` ew a ® y " cat"ced Rooagreaf d"baMDRcare, PI, .." hatawa SEQRanew �a P :nF prmmaermmmmar nammn6' eE8 OLUTION Bubdns on 320@@ Psedwmer Wcrlends 4 2014 DOug [:ren Raoa4neMutonmigmtg good Of Appmb for Ar<e Verienu tl-2014 The Indian[ has wb ti red an application EI following Apel mm proposes wMMb n of a 15.59 Cr<pvrcl tF IM p ng to ova BOm l IE scree tecarte 4 new boulding loos eM Ic: W A e n e std nice end Fame £mm ¢Illyd- y Pervau to ChePmr A -hoof the za- r. v ulnar. = b lend W W bee o Planning Board art and approval. nt w with. 100 d. -.. aWaMfimtWPidnniry Boma leas- s R befre9u Lott =ace fiesur SI Ntluire I. an f n \ILR Nana. III R , dee Lar : . us, mrdua SfiQR rev ew rest amnee. �matm<a. � 1nap .. 3„ f a} fi '•)a ^5 St s j Y II es 7 't v T r f :.., vat ..., �.-...,.. .✓!: .. ..,. t.. . . , ,: z: ,... , . .✓: ,. ,,. , .; ... ire Pmnri ng Bonrd na dmerm red thm the pmpdsea Pro1at nM Planning ma a ea o r q"o-. - Town dQueemaay Z,. _a. 79-9AI032 b. requirehe tPlmnir$ I ressaide uMrth<Swre Envbonmmml Qvelny Review Anq ox:5c a Fatern n a tI 1 119 6c:: of Appals for gnjeue Me[ a throe both The proposed aside consideread by this Board is Undand in the Ween I k m rn BozSc A:Pta-v r' F .r.. Coodrva[ian Regulmbns implmtdear, the Stem Endimnmema Qmlity Renew A. AN her THE MAIN SHARED ROAD AND ASSOCIATED mpletiometbe TownofQ!m Wb . An- r_ fn2114, No PedmM otmlmrdeenamwm lnvoiwd The - j Ili 111u. An, rI been c5 _ DETAILED ARCHITECTURAL LAYOUTS OF Phe on, Panlo[tMLsog EAF bas ban mmPluetl by rhe eP01!oeot 1I P _raa "I'na Ped2oftha WVBE1.Phmcbanf MedbYthe PNnrdnggaM� - "Iof this Trued.. -W . ..vMinB Upon nv ewoarebadrmeton raoNM renins EAE, it sine fQaem b_ J'..l +K f RFCDOMMFNDATONON REH II '.in-NINGBOA" re.surfid Plmv ng Board ea lead agent Uwi We molal «aWt m dere aryn Been ed 1 3 I n I lt).11 1 C RB F A tAR"I 71'0 4 D socaat end, theaoMm mvvovmmnta mtwwr mN art N prepared] A r. , d �.garVeawmieuon!e _- -. _. i 001 „ s who mond damophar. ccdnded by Bred Me1wm; and iawM.e D. Subs.tbwnncedPurttrerperrrih,u+Hr.WIWNRdkrg WNUmedepwdwlonrece¢slot SEQRIYpe II -der (utherreview reatdrea; roe thfinal Wmw; ` - -ed anY agnifwrt sawae impw 0w eewmt 6e midptad with MOTION TO APPROVE A NEGATIVE 0 ARATION MR SUBDIVISION J' .a Oevdopmenf Daparhm:nt Me ceppicmi con appty fm is bu irg rermHV that papased Upon review of the Opplwlbn mdeddslnfamvnon sheet tl"no Hte Ioddle, herring and heart FRESHWATER WETLANDS 0.20N DOUG COON. heraduad by Domid Krebswlw came_,-,- _ Pad Agency. Lake Geroge Peak Commkdan moth. Slate agency OF deparrlment. medoPdon,so-ded by Stephen Ter-, Duty adoptl:F =T. Or 2010 by tN Mlbwing Ma: Aa Far the u[i.. preperM by I AYES. Mr Ma::.: .:'s IF Ford, Mr, KtL , Mf. ryMe. Tre, Orb, Mr, W EMN Only adopted This 20M dry of Nowuber 2014 Who ho following Fare: 2. Can the baxM caught W Mo applkmti be adaevetl by Name aneBod pestles, imfim applicnnt Slaver Jadmaki. CtmYmon NOES N- Quenssb ZWrngBoardofAp» AM: Mr. Travr, Mr, Rrdsw AM. Por, Mc. SclmrwelE Ms. Megawan, Mr. Dab, Mr, Nunliersr SJhM1 3. Note requested¢Bat vvioncewbzimtfi019 rmay be tat!tsWaredsubalvMld relaBve loibe Cade. NOES: None ca: T.fW1Wru-HulcYtlra 6gFeeltlg ZONE - MDR (MODERATE DENSITY RESIDENTIAL) MINIMUM LOT SIZE - 2 -ACRE PER DWELLING FRONT SETBACK - 30' SIDE SETBACKS - 25' REAR SETBACK - 30' SHORELINEjST REAMIWETLAND SETBACK - 75' AVERAGE LOT WIDTH - 100' ROAD FRONTAGE - 100' MAXIMUM BUILDING HEIGHT - 40' MINIMUM PERCENT PERMEABLE - 50% �• >r i� , :'+ '' ►' r R PA Dig aF'ya Zoning Board of Appeals - Record of Resolution - Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Town of Queensbury 742 Bay Road Queensbury, NY 128N (518) 761$236 New York LBA Decision Remb on(confirwed) ZBA Meaning Dale' Wetlne W. Decembw], 2014 TO. Dotglm Corn PRDJECF FOR, Oooglas Ccm THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD AND ASSOCIATED 0 Calf 6eteRe You Dig Basad on Me above flnAnged l make ce MORON TO APPROVE Asea Vartonce No. 71-2014. Dwgbr Coon, ® Walt The Required Time GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS OF THE ® Confirm Utility Response INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED, GRADING & STORMWATER MANAGEMENT SYSTEMS FOR ® Respect The Marks THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS 13 Dig With Care 0. The varwrceopretreat l b vend faonn(II yam ham the dare of apmoval'yr. may re ... gain flan 2acres LofSlo remmn eddlrrg Mn nae agficuBuM/nmse use wXh hmrr and M1ometo remolrL lids modem on of opprovmpefve tneare ll)yem Nme hms'4¢ylmf; 800.962.7962 RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND www.dfgsatelynewyork.core PERMITS FOR THEIR RESPECTIVE DESIGNS. f ! D. Subs.tbwnncedPurttrerperrrih,u+Hr.WIWNRdkrg WNUmedepwdwlonrece¢slot y 6 - �Y.r a t* w :), W * ( P Y k.'XG - L: ,fi ai qi± 4` lar,v Bills M 2111111111, �Jllllilllst a ,r.`, • {{ a z n,a i n d ► ENGMEERING PLANS AN S2- LAYOUT ► I IV GRADING -PLAN J ► DETAZL Zoll WASTEWATER ."'f ,A - ANNING BOARD APPROVAL APPROVED UNDER AUTHORITY OFA RESOLUTION ADOPTED JANUARY 20, 2015 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. W= CHAIRMAN DATE SI GNED rJ' In �Ijl 111 Il J da ZONING BOARD OF APPEALS APPROVAL RESOLUTION Zoning Board of Appeals - Record of Resolution Zoning Board of Appeals - Record of Resolution - Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Town of Queensbury 742 Bay Road Queensbury, NY 128N (518) 761$236 Steven Jackosti, Chdn Roy UMco, Secretary LBA Decision Remb on(confirwed) ZBA Meaning Dale' Wetlne W. Decembw], 2014 TO. Dotglm Corn PRDJECF FOR, Oooglas Ccm Areo VarMnce Appllcatlen No 71-014, awglos Caron S2 Bayberry give eostertl Bayberry Wive (lueemWry, NY faint Book Meeting Dole: Wed December 3, 2014 Basad on Me above flnAnged l make ce MORON TO APPROVE Asea Vartonce No. 71-2014. Dwgbr Coon, ImrDduced by Romla BUM, wbo mored les Os adopH.., wcorrtledTry " N..r . RMMON FO: Approve, Area vessel No, 71-2014, Dougbs Coon, arrest eM Boybeny Dram, Tax Map N. 296.12-1-12,13,14, rend 2S As WMe menhaden prepored by find with the rolowirg: The 2oMlg MI Far Appeoh of Me Town of pueertsbury hv52Ceieed an optical men Douglas Coon A The apolcreN bas offered be ped Tender sUbOfekb Me mmalNng lot nmnbar lure (5). Pros veronica from Cbop1a III Me manal Cade of The Te -of Weensbury ApWcoM gepmes0 5 -hat mode d sultiffoludion Na 15.59 acre parcel In consbue n d beer (4) new building loft w less 0. The varwrceopretreat l b vend faonn(II yam ham the dare of apmoval'yr. may re ... gain flan 2acres LofSlo remmn eddlrrg Mn nae agficuBuM/nmse use wXh hmrr and M1ometo remolrL lids modem on of opprovmpefve tneare ll)yem Nme hms'4¢ylmf; 1Mmu h4dondmee116ebtsaeandloh3ond4don0m ffieraodko WemqukameM Rte mqubements are 2 -acres, lot deal mandles, earn Mesa Acres' bttwo w9l mgrNe refired d0D2)¢res; C. finN gslsaveU plomin cwnpllmcewlM anopprOveU variartCe RMl be wtrnlHetl fo Me bf three Hill requteo085 acres,INrour w111 regvlre l.o9 aaev lotiMee and bur wlE requhe 5a Ladd Cornmurvry Devektpmmt Depvhrmnt belwe any NdnerrevlewWtfte Lonlrg AtlMNstsaM ar mgeri. moa kodoge. aaTaine s,em»a peronrel: f ! D. Subs.tbwnncedPurttrerperrrih,u+Hr.WIWNRdkrg WNUmedepwdwlonrece¢slot SEQRIYpe II -der (utherreview reatdrea; roe thfinal Wmw; A puble hesdmi wmaWMEM antl M1dd on Wednesdw. Decemb.32014 E. Must Oppovd dfie Oppicalion;rwlew and arepmvd of final Thom by Me conmuNry Oevdopmenf Daparhm:nt Me ceppicmi con appty fm is bu irg rermHV that papased Upon review of the Opplwlbn mdeddslnfamvnon sheet tl"no Hte Ioddle, herring and heart prole ,Og6esrw.. gaarwaL Or pelma farm the Tawe Phmndra Bond medlm this AdbOndack carNtlarafion Of the clfteaa specified In Secfian 17914ffiOM of the Queardest lows Code and Pad Agency. Lake Geroge Peak Commkdan moth. Slate agency OF deparrlment. OM1apt..267 Of NYS Lown Lary and ager dBemsmn and del10aahon we firltl m fdloerc Wdy mfrplad five 9a did d Oecembes 2014, by Me and ]a, vote: I. WIII on Undesvvde cdange the patlucetl In the chmact. of Me rtagM1WMood Far For a daMngnt AYES: Mr. iHrtkel, Mr. Rant, MC Nomor, Mr. Jockwad to Me recall araaadies be aealed by Me RmdinR of the mqueAed area Fomrecen Miner HOES: Mr. UNces. Mr. McCann. Mr.Gmmtld bnpoch b Me nelphbodwod me arMdW" 2. Can the baxM caught W Mo applkmti be adaevetl by Name aneBod pestles, imfim applicnnt Slaver Jadmaki. CtmYmon taparepm,oth.MenanamOvmmrtce2 We hevedhcumedMMere mefeaMbk agenwhm fist Quenssb ZWrngBoardofAp» P deet Nand M With the nalphborhood. SJhM1 3. Note requested¢Bat vvioncewbzimtfi019 rmay be tat!tsWaredsubalvMld relaBve loibe Cade. ca: T.fW1Wru-HulcYtlra 6gFeeltlg 4. Wa AelaspmedmeOvoaoncehaveanadverseimpacton Mephyficalarembanmental J. Wall Em. -BPSR wn6 In the nagM1bOmood m d5115cin MNer to m Impacts in .N [paled. S. Is Me alleged dfif Sl"f<mtetln INe dMcuBy mW be car Mdl dsen-treaded Page2of2 PORI Approval of Me appllcuces meads Mat the applicant can reader apply for a Building PerMi unless Approval of the applccelf mea ns that Me cuppOcanl can rtow apply for a bidding Pe unless your lands are Adirondack Park Jotsdktlonal or obtain approvals are neceaay, (such m revlbYy poor lands are Adirondack Pate Jurkdcibnal or other approvals are necessary (such as review by the Queensbury Pi.0, Boal by Me Queensbury PWONng Booed.) Town of Queensbury Community Noidapment QRi d. - 742 Bay Roatl, Queensbury NY 12804 Town of Ou , M.1, Board RESOLMON APPROVE.NAL STAGE FOR SUBWVON 3408& FRESHWATER WEIIANDS 2414 DOW COON Tex Map ID29612-t6,13,15,25/Pmpeny Address'. Bayberry give A antil len ePpk tnn has been mode to On Q.mh. creard Booed for the fdwm to . Ilcent Propostaraes lon A a 1559 acre parcel with lots nothing iPn sire from II6 to 1016 woes to mate 4 new bulling lots atm mtaln lot with .N tM, maiden d ane horse farm Suhd rears Purwent to Chapter 1110 IM Znnds, OrMnarce snl it I of land shad are subleo to Planning Boal review and approval. reamer Wmlm& Constme0on within 100 feet or a aalgnetea wonand stores Pbnnlrp Board mVlew and approval: - A pBM bearing mom scneauled and beth on 11-M POM 4IZ-16 TOM; We enhance is upponeearth en mp=omn4 ena ppla4n materMl M fed Be of recon, MORON i0 APPROVE rued. siAGE FOR BRID I510N 34012 6 PRESNWATER WERANDS i204 Moil LOOM mooducM by Pell Schomwdl %he moyea Its Manton seconlzd hissed Watwan M adeardance.Ire ME .s tion suarNlted by staff: 1. Rnwent to Mwe'd mNans of the Town of Queensbury ZONrq Coulampter A 15. the PNnNrp Board has detemdned Me MIs prOaosd sabsiles me requlremana as Hated In Me inert code', 2 A SEOR NegelNe Wa oaden we5 saddled on 121614, 3. Tile krdts of dkarng will consul AP a royal baler core, call eonstructlon fancbq steal be Insisted around these amm and geld vea`ed by Community Derelopment staff 4. EndmMnq sign IN reydred prior to M,eOtme al PlanNag Bard CMlmw,. 5. The MI'lant rust sward w ropy of the fdoyalh9 to ft Town. e) The Project NO (Nance Of Intent) for seephege uMet Met ctm.t NySDEC Sell Gerrerd part OF r,., cavands, uMe, an IrmlvlduN SPDES prior m Me Hart site rt of wwork If The project NOT (Mary of Teammate) upon camplztlan al project and 6. The applicant must malyden ro Meh prelea site, beerelve by Hail: a) The apposed final Met beve been slemped by the Town Zed, A4MNHrator. These peens dont fnduae Me project S ist (Storm Water Pollution prevention pan) when such a Tarn ores prepared Bad approved: cook hl TFrt paject N01 and pool of awl under Use cunent Ill Sp0E5 bench PermN. an mon a,haoual SPDES demlt fssuea for me presda. L Mel approved Minn. h compharce with the 5rbdvWon most be wbmNfM to he C.awnNy NaNde rent DeparMent before any further revlew by me Zonlrq Addrat am' ar BWlalrp dial Urns personnel. Pbnrc: 518.761.61io P6 518745A 371742gry Rmd, Queensbury, NY ISidel is a -x flmembury.mt 6. The adercent must meed with Staff after approval end paler to bwance of Bullerng Parrett and/or the beghming of any site work 9. Su c"der nt Issuance d further Temps. InMudlrq bulldne, permits Is &e Ment on mmplance with no and 41 other cordAMns of His msdut on W. M built pars to cerrity Mat the s dlvlsion Is developed pasta M to Ibe approved pans to M Provided low to lesuanee of the ceadkate, of oceapericy; IL Ad .lance to the Items out. In ft PellDwlp lat., fent salts this msolul only adopted this IDM day of Artery 2015 by the iNlawlrq vote, AYES: Mrs White Ma Magrwen Mr. Taaveb Ma Fames Ma Nen Mt Schwewolf. Mc Nur. er res NOES: None Ca Jadedness I4ppe, BedNtt Pa." Stewat S Rhodes G. Tnoaas Ean cn'm HatcMns Ene,lneeriny FILED Warren County Clerk March 19, 2015 11:40 a.m. Pbme: 518.961AIN I Fax: 518745A37 I IQ Be 8 , Quee!ndery, NY 128M I ww4 bury.net 4 r �W a �c�R �"�saufry�3 �'� �L 04 MAP REFERENCES: \ > o ¢ z -J a MAP OF BROOKVIEWACRES DATED: APRIL 19, 1965 BY. COULTER & MCCORMACK \ \ a W �? MAP OF A SURVEY MADE FOR \ ¢ CC STREAM A.C.O.E. WE11Af�SA3 DOUG COON NAWINGMOH) LOCATED OCTOBER 2, 2009 \ \ DATED: JUNE 15, 2010 '- - REVISED: AUGUST 4, 2010 \ \ BY. VAN DUSEN & STEVES D.E.C. WETLANDS ILI -z LANDS N/F OF \ i I er n C4 r Z ADIRONDACK COMMUNITY COLLEGE o \ '3 H K �- �- 1 I , 97 \ `� RIMm306.50 O$ . 4043/75 305 IIE I LANDS N/F OF o \ , N83 ADIRONDACK COMMUNITY COLLEGE m — / 678• : —i \ I / . Z °420E N83°57'30°E N83 0a0 c 0 47.16' _-.._.... - \.42 30"E 160 ul 149.90 / r 1 I \, ( I I 1 v / / o / o w _ \ N83'4 30"Eo q \ 152.84' \, .. IP - �1 _ — --- --� _•-.�- I 1 I I �_ \ \ \ I \, a� : 1 1 ( I: J , -: /f / y � 5 \\\ ; w m t \ \ \ Y^ Y W i ___- 1 _ \ \ \ IbO It 00 to a - I / r•. fpr 1 \ i \ t 1 ` } \\� .•` W p Ed 44 �r I i O �n ,I } . 1 i } I \ r \\\ i r' I I I ..1 L)a 00 o or LANDS NfF OF \ o \ 1 �- / I . \ \ 3 1 t tr'1 �a A o THOMAS & MARY FLANAGAN o \ 1 I o Cl)', I ` AREA } 1 1- . I I / \\ oo \ ` v\ �, \ y, l o° /A �! 11 I +19932. 7 S Feet ' I 1 528/579 \ a 4 • \ ' I 1 \ , / N v \v`Oi' ` �; 1. 15 Acres I \ I I I I } / l \ F 1•' 1 IW-296.20t ._ 86• RLP \ } 1 \ \ \ \ I AREA 56485.7 Sq. Feet I I \ _ ��{ >. NV-296.103 \ l _ I ' i 1 ' I I } \ ' � t 1 I 1.30 Acres \ 348.6 Feet 1.64 ArsI / I 300 3105 3oa� �I }: I } 'L \ \ \ �'� \\\ 5'CMP a \\\\\\` \ - 95.22 g ffY4 \ \ , . Torornman n AREA \\`\ \\ \\ \ \ \ \ / \ \ 461575.6 Sq. Feet LANDS WF OF I 1 1 \ V \ \ \ \ `, 10.6 Acres Ikil2n¢ i ROBERT & NANCY DOBERT \ \ \ \ ? / i ' \ \ \ i pp m 508/379 \ \ h h \ \ \ lw-296 a (I e ecTwc b i l i Q f i l 11 I g l ; \ \ \ \ / �i o '1/ �i \ \ ON* I \ \v \ �L . \\ $1111 ��UTwrisrowaec 6� @B IMI i N o�1 Y 3 \ RIM-81.0.53 1 \ I \ \ \ m f I I } i r t \ \\ W Co / / N \ I I fill :.moi.-• ; 'c �.C.0E WETLANDS W \ •N ^ .\ i r / �. / y \ . \. _ METAL5IDIN WOOD FRA ff \ } I W W _ \ .\• STABLES WATER LINE MAFMNG � .- r. } 7 It I 1 ° -- LANDS N/F OF ANTHONY 8 NADIA GIUMARRA - ^ 2 `. 18• CPP ' 25' 1p�NN OPFO -�� 9 28 3'4 - J \\ - -- `,— / ` cc 1248/182 ' _ 'J I 1 I i \ "r ` INV-302.36 S82 126.12' 1, \. I ,1 \ S82°28 34° W N7031'30°W SS % I \ \ \ \ (' / \ ! ti o 123.88 W 50.0 ? / z S82-2 41 1 7 SURFACE N82 �34 E `- 2 �.. ,� - : I: I \- \ \ ``• 1 - / WET AREA I I :i 'gSPYIA� �zoo.00 •--- i \ 1 j 1 _ \ \ \ ` \. t I I I % w RY DRIVE--34'.E _�� I ,-� �.. I � \ \ r I I ,• � � � ,, AV ER ° { i � ` - - wM-3o 9 J N82 28 25 `rrowN o'u'aseuRr / \ \ \ \` I 1 � � � � " � RIM-305.82 -305 ' - v I } I 39767.5 Sq. Feet,' / \\ \ I 1 614.15' T OB \ 0.91 Acres '- n i S82028'50..W \ w 'L O i275�2.-0-50"W,A:c.oEWEnANOWs LANDS N/F OF 'o bmcl1 JOHN ALLEN S82_LEGEND: . Ea 609/549 K _ _ s VERTICAL DATUMNAVD88 O I# PF = IRON PIPE FOUND Rn-.49 CONTOUR INTERVAL = 1 FOOT \ 255.0°oe =UTILITY POLE ° =LIGHT POLE S82250.WLANDS WETLANDS \ / m NORTHBROOK APARTMENTS II, LLC FIRE HYDRANT \ \ o e cPr 1498/169 LOCATED 8Y VAN DUSEN & STEVES M =WATER VALVE � per, SQ =SANITARY MANHOLE :vv-3o L29 ® = DRAINAGE MANHOLE TOTAL AREA Cs ❑ =CATCH BASIN LANDS N/F OF 679,086.88 SQ. FT. -0—r _ EDGE VINYL FENCE Ol'WOODS S-1 WILLOWS SENIOR RESIDENCE, LLC 15.59 ACRES) 1440/296 BFfff 1 OF 5 D1572' DWG. NO. 10044-TOPO rwv nw nne. n. One 4n 4 47404AD 09 SUBDIVISION DENSITY CALCULATIONS QUEENSBURY ZONING MDR (2 -ACRE W/ON-SITE WATER & SEWER) TOTAL AREA ZONING SUMMARY e ` (3alf ZONE MDR (MODERATE DENSITY RESIDENTIAL) �.+ it 1\� Caume j + TOTAL PROPOSED NUMBER OF LOTS MINIMUM LOT SIZE - 2 -ACRE PER DWELLING PROPOSED LOT SIZES a� j FRONT SETBACK - 30' SIDE SETBACKS - 25' p + 1 Ca11 REAR SETBACK - 30' SHORELINE/STREAM/WETLAND SETBACK - 75' * AVERAGE LOT WIDTH -100' `�.• -''� ROAD FRONTAGE - 100' MAXIMUM BUILDING HEIGHT - 40' ham' `■'. MINIMUM PERCENT PERMEABLE - 50% i. SUBDIVISION DENSITY CALCULATIONS QUEENSBURY ZONING MDR (2 -ACRE W/ON-SITE WATER & SEWER) TOTAL AREA 15.59 ACRES (4 EXIST. PARCELS) WET AREAS & STREAM AREA 1.051 ACRES TOTAL USABLE AREA FOR DENSITY 14.54 ACRES TOTAL NUMBER OF ALLOWABLE LOTS 7 LOTS TOTAL PROPOSED NUMBER OF LOTS 5 LOTS PROPOSED LOT SIZES 0.9 - 10.6 ACRES ZONING VARIANCES REQUIRED LOT SIZE: LOTS 1-4, 2 -ACRE MINIMUM PER LOT REQ'D \ \ 11 ROAD FRONTAGE: LOTS 3,4 100' REQ' D STRE (VARYING WIDTn) \ \ a \ LpNDS OF" --3os.so S ADIR014DACKCOL9E LANDS N/F OF _ _ No RON 3 z ADIRONDACK COMMUNITY COLLEGE 4043/75 so so ./ e 25'S1 E SE�AD� E N 83-42'30 678.17' _,i • _ �'' t/�~ 3� I I so A.C. D.E WEIIANDSAS + _ ` LocareD ocroeeRz, zoos )aa' ■ N 83°42'=0„ E 25'SIDE LOCATION MAP SITE LOCATION N 83°4 3D�,.�_ -asTP-5 _ - �. 1 I _ __ I -� , E - ;- 3p'R=RSET9AG(^ ^ N 83 ° 4 4 a--- I 1 I 1 I fir', 572.8 IP_F�,,.■.-� 1 _ 3o'REA�SE?RAC!� ► - - - - 1 1 1 - TP -2 1 1 T0_7I 1 1 1 1 r �ii' FOUR 1 gp�R �R SEBA_ _ - - - i i FOUR 1 1 I BEDROOM I 1 , T 1 _ w 1 1 ROOM I 1 3 RESIDENCE 1 M 1 O , 1 1 �1 I 1 w BED NCE I w I 1 U P 1 I RESIDE I 1 1 0 I AREAco 1 0 I FO ROM I 1 I �1� I I I ° 1 0 1 461575.6 Sq. Feet 1 Cl) 0 BEpRONCE I 1 ib ° ° I 001^+ 1 ° ° I� U) �1 10.6 Acres I SIpE ► I N r c SITE SOILS DATA DEEP HOLE TEST PITS: , I N �` \\ \\�` 1 1 \\ 11 111 \\ \1 1 a19 a II II II II II I 1 1 TP -1 - LOT 1: 12/4/2013 BY HUTCHINS ENGINEERING LANDS OF 1 1/ M ,y -I I1. \ �4 �I \ 1\ 1 - COON - �� \\ \ \\ \\ 11 \\ I 1 I I I I I I I I I I I 0-8" TOPSOIL ` I O \ \\ \\ 1 1 $\\ \\ \1 11 11 I 11 3 II II II II 1 I / NV=296.201 1 i 3 - �` \ \ \\ 1\ \\ O 1 8-18" MEDIUM BROWN VERY FINE SAND W SILT i T riL _ \\ \\ I 1\ 11 11 II II II II i 18-28' OLIVE BROWN SILTY SAND , 1 T Q U RAISED U 11 1 I , ► !�' 3 J 28-36" MEDIUM BROWN SILTY VERY FINE SAND 36" RGP TP� I AREA SYSM ,r� / I MOTTLING ® 18" ROOTS TO 18" I I INV -296. I01 1 .7 S Fe 1 SEASONAL HIGH GROUNDWATER TABLE ® 18" I I 1 1.115 Apra / i p�V� TP -2 -LOT 2: 12/4/2013 BY HUTCHINS ENGINEERING 1 �� // 0-12" TOPSOIL I i AREA �� 6� 4 i 1 I O / I 16' ON / 12-26" MEDIUM BROWN SANDY SILT i I T ` 71, 342.6 SF��4 I 3 s I / , 3 / 26-40" GREYISH BROWN SILT, FIRM � Sq 1 / / 51 MornlNc ®rr" ` 1 1.64 Acres I I AREA / l 1 5 - - t ` 1 3 / / / SEASONAL HIGH GROUNDWATER TABLE ®17" ' TOP OP DEAR15 56, 485. 7/ SF I - / 1 = 295100 a TP -3 -LOT 3: 12/4/2013 BY HUTCHINS ENGINEERING , 1 1.30 AcIres / I / / 0-9" TOPSOIL I ■ ` /- I 1 ` I l / I / 9-22"OLIVE BROWN SILT, TRACE OF CLAY ` 1 h 1■ 1 / I a / 3 / / 1 22-29" MEDIUM BROWN FINE SAND SOME SILT - ✓ I 1 3 V ' I , / �1 1 29-36" GREYISH BROWN SILT & CLAY t t 1 MOTTLING ® 20" ROOTS TO 20" 1 BERT t _ 1 SEASONAL HIGH GROUNDWATER TABLE ® 20" INV=296.68 _ � WATER SUPPLY a TP -4 LOT 3: 12/4/2013 BY HUTCHINS ENGINEERING PROP. MUNICIPAL ; - - - t (TYPICAL EA. LOT) I a / 0 3 / I '� / RIM=510.53 1 0-10" TOPSOIL 1 `{Aft �� / / / ; / M ^ lI 0 HED10-20" LIGHT BROWN SANDY SILT 1 20-35" GRAY BROWN VERY FINE SAND & SILT 1 / / ^ , N /I 1 O 1 MOTTLING ® 16" ROOTS TO 17" 3 t I a I N NI / / / �p 1 G- SEASONAL HIGH GROUNDWATER TABLE ® 16" /L AREA t / A L SIDING - 8A 0 250.SF - - - t "lI N / / / ' / / co ry/ 1 `y6 META TP -5 - LOT 3: 12/4/2013 BY HUTCHINS ENGINEERING TP -8 -LOT 2. 4/29/2014 BY HUTCHINS ENGINEERING M I3 �y / 3 / l / / / d 1 WOOD FRAME 0- FIELD GRASS 1 v STABLES 0-8" TOPSOIL 0-10" SILTY SAND TOPSOIL I r t B-15" OLIVE BROWN SILT, SOME SAND 1 10-22" LIGHT BROWN VERY FINE SAND W/SILT I l O 15-26" MEDIUM BROWN VERY FINE SAND 22-30" OLIVE BROWN SILTY CLAY LOAM 26-40" GRAY BROWN SILT, SOME CLAY c I TP -6 ^ CK I 1 MOTTLING 0 18" WATER 0 20" 1 z mI, I - MOTTLING 0 16" ROOTS TO 16" TP -9 - LOT 3: 4/29/2014 BY HUTCHINS ENGINEERING I _ 3 I I SEASONAL HIGH GROUNDWATER TABLE 0 16" 0-12" MEDIUM BROWN SILTY TOPSOIL 1 11 ,�✓, I/ L 3"fix I /95.39 - J ASPnA r TP -6 - LOT 2: 12/4/2013 BY HUTCHINS ENGINEERING 12-26" LIGHT BROWN VERY FINE SAND 1 w I 0-2" TOPSOIL 26-34" OLIVE BROWN CLAY LOAM 1 h I ° 28 34 / MOTTLING 0 19" WATER SEEP 0 25" 181, NVCPP / w lc usH S 82 _ 5IDESEBA� 2-15" LIGHT BROWN SANDY SILT 1 � INV=30266 m ' - �-- TP -10 -LOT 4: 9/9/12/2014 BY HUTCHINS ENGINE RING 1t _ ` 1 a 126.12 a o L - - - 5URPACE ` 15-26" MEDIUM BROWN VERY FINE SAND W/SILT 1 WITNESSED BY THE CHAZEN COMPANIES W _400, W STONE 26-42" OLIVE BROWN SILT & CLAY 0-7" TOPSOIL 1 123.8 S 82°28■W Ao~ a w + °�34"�C - sS? MOTTLING ®14 WATER ®42" 7-13" ORANGE -BROWN SILT LOAM I gp N07°31'300, gZ 'n �-w �� 2, SEASONAL HIGH GROUNDWATER TABLE 0 14" 13-22" LIGHT BROWN SILT LOAM I 82° 1=806.9 T SURFACES 50.0 (+� �r 2 2. TP -7 -LOT 1: 4/29/2014 BY HUTCHINS ENGINEERING 22-36" DARK OLIVE CLAY LOAM I 3 ASPHALT 4 /• 4c 1 MOTTLING 0 16" SHGW TABLE 0 16" 1 _ - -ET 0- FIELD GRASS WET AREA EDIUM 13ROWN BEERY - ° 284 II t I 10'25" LIGHT BROWN VERY FINE SAND W/ SOME SILT DgIVE - �1 TAX MAP # 296.12-1-12, 13,14, IL J B AYBEg R M�306.39 �2 t 1 ° I 200. 25-34" OLIVE BROWN SILTY CLAY LOAM ALTERATION OF THIS DonTE14T EXCEPT BY A LICENSED PROFESSIONAL _ PROP. MUNICIPAL _ _ � I I MOTTLING ®20" TRICKLE WATER ®31" _ - ENGINEER ISA IOLATION OF NYS EDUCATION LAW. - WATER CONNECTION I _ - _ 31 i�_;- t /- I 1 k ` 1 '' w 1 ^ ^ - _ - _ - (TYPICAL EA. LOT) 1� - �/7 PROP. ACCESS EASEMENT ryl ^ ^ TO BE GRANTED TO �. ` r - O N' k.44/ // - O _ _ ► - ^ - --� CB R.P.,PROP. TURN -AROUND J LOTS 3 & 4 1 �� /// ol'-- RIM=303.82 Z,�b TO TOWN O QUEENSBURY n EASEMENT TO BE GRANTED, , - Q, 91 fires I LCI // /�V Cl) I _ - _ _ - _ - M 3 767.5 Feet cQ p _ / �% // rl 1 _ SipESEiSADK 7 APPROVAL DRAWINGS 1/29/15 rn �" Z T �- - ./� // // / /� / ti L _ _ _ ^ ^ ^ 614.15 ��0� N 6 PER ENGINEERING COMMENTS 1/16/15 00 ■� 1 I 11 f( L J� 82° 28' S0" W �P o� H 5 ISSUED FOR FINAL SUBDIVISION 12/22/14 S �9� 4 PER ENGINEERING COMMENTS 12/16/14 REAM 5E�5ACK _�_ 1- - . . . . . r = N ¢ 3 REVISED LOT LAYOUT, ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE 9/15/14 t W/L AREA : lu 2 ADDITIONAL TEST PITS 6/3/14 C0 ,\ `� - - - - - -12,425 SF 275 00' " OA9 067879. 1 ISSUED FOR PRELIMINARY SUBDIVISION &AREA VARIANCE 1/15/14 - '50" W OFE so 0 ISSUED FOR SKETCH PLAN 1/17/12 z -`` � - � g 82°28 - � \ DRAINAGE :�__�- Revisions Date -E MAP REFERENCE RIM=305.49 - - - 0- - ! BASE SURVEY INFORMATION AND SUBDIVISION SUBDIVISION LAYOUT PLAN FILED LAYOUT FROM: "MAP OF A TOPOGRAPHIC - °28'50° BUILDING NOTECounty SURVEY MADE FOR DOUG COON," DATED g B2 Warren Ma ch 192015 Clerk Prepared for: _IPF DECEMBER 16, 2010, PREPARED BY: Doug COON 18• cPP�/ ON NEW BUILDING LOTS, FOUR BEDROOM RESIDENCES SHOWN ARE REPRESENTATIVE OF 11:40 a.m. T BrOOI(VIew Acres - Bayberry Drive Ne ISafelyaffork INV=301.29r TYPICAL CONSTRUCTION ALTHOUGH MAY NOT REPRESENT ACTUAL FINAL BUILDING a`n & u S e� Town of Queensbury, Warren County, New York ® Call Before You Dig GEOMETRY. BUILDING CONTRACTOR TO COORDINATE ACTUAL BUILDING FOOTPRINTS TO THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTROCT10N OF THE MAIN ROAD AND ASSOCIATED Ste-ves Drawn: LWD Checked: GTH Scale: 1'=40' Date: 12/2/2011 a Wait The Required Time LANDS N/F OF MAINTAIN MINIMUM SETBACKS SHOWN. BUILDING CONTRACTOR SHALL CAREFULLY GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS firm ■ Conutility Response OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER Land Surveyors 169 Haviland Road ® Respect The Marks WILLOWS SENIOR RESIDENCE, LLC COORDINATE BUILDING ELEVAITONS TO MAINTAIN PROTECTION OF LOWEST LEVEL FROM BI Dig With care MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL Queensbury, NY 12804 800.962.7962 1440/296 SHALLOW GROUNDWATER TABLE. FOR THE FOOTPRINTS SHOWN. IT IS RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNERIBUILDER TO 189 Haviland Road queenebury, Nev, York 12804 (518) 745-0307 Phone 29521-01-S2 www.digsatefynewyork.eom OBTAIN THE NECESSARYAPPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. (518) 792-8474 New York ISc. No. 50135 Hutchins Engineering (518) 745-0308 Fox BUILDING NOTE 307 41 PROPERTY LINE BUILDING DRAINAGE DITCH LAKE, WETLANDS SEPTIC TANK 10' FOUR BEDROOM RESIDENCES SHOWN ON EACH LOT ARE REPRESENTATIVE OF TYPICAL CONSTRUCTION - ALTHOUGH MAY NOT REPRESENT ACTUAL FINAL BUILDING GEOMETRY. BUILDING CONTRACTOR TO COORDINATE ACTUAL BUILDING FOOTPRINTS TO MAINTAIN MINIMUM SETBACKS SHOWN. BUILDING 'rr,-� -5 .. -- PROP. 3/4" r' �'i:..'n"� r CONTRACTOR SHALL CAREFULLY COORDINATE BUILDING ELEVATIONS TO MAINTAIN PROTECTION OF LOST Mu vPLY I BACK _ •••` .; LEVEL FROM SHALLOW GROUNDWATER ,TABLE. \ 314 3 MMMit-41W •*`_^ _ I 05"DE DEPTH OUTLET PROP. NGARDEN, 2�•.r�f__Mg / 12 @S"DEPTH ('TYPIGL) W - 15"DE IGL) --80- a�� PROP. RAI GARDE, 3 .+-;a°.` ❑, 1 't�" I PROP. RAIN GARDEN, F+ N WASTEWATER SYSTEM SETBACK SCHEDULE 307 41 PROPERTY LINE BUILDING DRAINAGE DITCH LAKE, WETLANDS SEPTIC TANK 10' 10' 10' 50' ABSORPTION FIELD 10' 20' 20' 100' \ OP. 3/4"MUNICIPAL 314 30R�R SETEIAC - , LL IS DEPTH (TYPICAL) ::; I !° :: I I PROP. SEDIMENT S.W. P. P. P REQUIREMENTS WATER SUPPLY TP -2`+ I CONTROL FENCE I RrvluL) 1. FOR RESIDENTIAL PROJECTS CUMULATIVELY DISTURBING MORE THAN 1 -ACRE \ If = =' SEnTA _ -' -s:.., I N, ' ,.• FOUR I PROP. 1350 GAL .,1 ` PROP.3/4" •,.,,.,., �. PRECASTCONCRETE OF LAND, A BASIC STORMWATER POLLUTION PREVENTION PLAN MUST BE UNZ AL,_ PROP. 125 '�'^`., 1 : 3 BEDROOM SEPTIC DESIGN) - ,.. r' ,-- _ G �R 1'.;:: I . PREPARED, CONSISTING OF EROSION &SEDIMENT CONTROLS AND A NOTICE WATER SUPPLY PRFGOP.125 R ' 't J `r;? . I r 0 i ': '- PROP. RAISED ABSORPTION FIELD SEPTIC DESIGN)_ 1•f.+ oOM 1; >, I I RESIDENCE 1 1 (5)PIPE-IN-SIONE7RENCHES@60'EA. �', OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. 1'Vk N EDR I N I INSTALLED IN s yNG \ B NGE u w INSTALLED IN SYSTEM FILL MATERIAL 2• AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF HE NOI MUST BE 1 R P I K I ESIDE 1 �r. I x,yx I _� _ 1 AR SUBMITTED TO THE TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR EA \ \ FpU M I „ f ,:' RF I I I 461575.6 S 'Fe t '� APPROVAL, SO THAT THE N01 CAN THEN BE SUBMITTED TO NYSDEC. 1z GAL v" rr % I FS MI '�' oo �' (4- /R DESIGN) N STCONCRETEi o O I y 3. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT 6E�R NCE I:, T a o ti 10,. 6 Acres Iti m1 MUST SIGN THE CERTIFICATION IN THE SWPPP NARRATIVE REPORT AND BE �4t I - 101 FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF LL rs II II II II II I1 r 11 N \\; \\ \\ I N _ * THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM a wj�%y o o 3 \\ \\ \\ \\ I II II II II II `.. "I / I CONSTRUCTION ACTIVITY - PERMIT NO. GP -0-10-001. \V Al g y 3 I I I I I I I I I i l D ` ; \\ \\ \�\ I N \�\ ' 4. HE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH HE TERMS OF THE ' ♦� \ \\ s \ \\ \\ NYSDEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM \\ \\ II II LL vg \ \\ \\ 1 \\ \\ \\ \\ \\ 1 : ':, , "i �1 d 11 I I I I I I I I 1 N I CONSTRUCTION ACTIVITY - PERMIT N0. GP -0-10-001. A COPY OF HE I `'11 ri I1 II I I II I GENERAL PERMIT IS FOUND IN THE SITE COPY OF THE SWPPP INSPECTION M ♦ \\ \ \ \\ �' 1 1\ \\ \\ o BINDER. 3 a, ♦ \\. \ \\ \1 \\ \\ \\ �I ' 3... , I I p I I I I I I 1 I I - -' m ♦ \� \\ \ ^ ' t ` ' \\ \\ I I IT�f 11 11 11 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, HE CONTRACTOR SHALL Z ` 314 ♦ \\ \\ \\ \\ : ,,{. > \\ \\ \ \\ U �1 3 J 1 ' -� o \ ♦ ♦ \\ \ \\ \\ I\\ \\ 1 I '�I / U U U U X I HAVE THE ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY 11F \\ \ \ I \\ +' • :.::• a V TP -8 �13 W ♦\\ �\ \� \� I N T 1 \ IN AN INSPECTION REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT `\ '� '"'r \R\ nn w. CONTROLS HAVE BEEN ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT ', 01 \�.� ' ` ♦ � -/` � V 1 , ` - `- F .FIELD 99 r OF CONSTRUCTION, THE ENGINEER SHALL MAKE WEEKLY SITE INSPECTIONS : 33 1 1 I'.. I ED INS57GEM i P` ,y .I15 AcrQyP , / _ ��a�. SHALL PREPARE A REPORT AS REQUIRED BY THE GP -0-10-001. 1 I • \ y T LMATERI4L " / / /� / IyLL 6. WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED \ \ I / ®� 310 5 / / Is /1 \ ARE ♦', ; ' I I 1; ^ / , // , / /; AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS • 71 342 S O 3 0 5 SHALL BE PERFORMED MONTHLY. THE MS4 ADMINISTRATOR SHALL BE • // 5� Sp NOTIFIED IN WRITING THAT HE FREQUENCY OF SITE INSPECTIONS WILL BE -,I PROP D ASS. FIELD 1.64 Acre REA / / / I I SF REDUCED DUE TO CONSTRUCTION ACTIVITIES BEING SUSPENDED. 1 •1 �. 1; a I Wr (5)PIPE.�11-STONE 3 / SF - �/ ''. ' ' ''• N /. TRENCH @ 60' EA. � TTRENL SPACING 5 ,48%7 SF _ `.., ♦ m INSTAL IN SYSTEM .,. / ._ .. FILL RJAL " • �,� ► 1.30 AGres� • / / `` / • PROP.4'W ROCK '♦ �, l' PROP. SEDIMENT • 4 •' ' `\ OUTLET L) S" DEPTH v \ CONTROL FENCE _ 3 /ff (TyPiGI) PROP. 3/4" , / / / LL / 1 6 P11 � MUNIQPAb• ♦ ' I , QR�P •, • WATER SUPPLY. 3V •j - • `� �- 3 / 3 / VA yyy i W O 72L AREA �� / / / / ► / r �/ I 50. SF PROP. 3/4 //A\\ WATER SUPPLY 0 •. I, I 3` / TP -6 n , 30' FR�c J �SETBA / FRONT rn • `.� I ' ' L 35ET5AC�i ASPYIALT •• / 30,5\111SF i o •` 1` 181, GPP / "v 3 �C USHEs �_ SF 1 INV=30 .66 4 W _agB 1 B� ao �; w w - wNit,♦ PROP.l SocaL REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. CRETE 15. THE CONTRACTOR SHALL COMPLY MH THE NEW YORK GUIDELINES FOR 30 .39 SURFACE a sEPrlc �BIRDESIGN) EMPIRE AspHALT ti � �� 3i ♦1 PROC,• ASS, FIELD URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY HE O - - 306 xo 35FRONT _ ♦ ( ry sroNE �� N� STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. E� \' "• ` PROP. 12" HDPE , 1 f / ♦ j _ ?'TRE H SPACING'-, qPM S w �" .h" CULVERT, 32LF3 INSrA ED IN SYSTEM Off' T R,Y DRIv'.... \ I ,>..,: • 1 ALL *� �� TAX MAP # 296.12-1-12,13,,14125 AZ T� {A R INV. 1=303.9 B YL LJ I INV. 2=303.6 O 1 b- I 3 ' o ♦ C ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 1=3HS.39 I IU17 T HOVE vRo DIMENT •.- \ �I �, 1 " �► rn * ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PROP. 12" HDPE J CULVERT, 40 LF3 NTROL FENCE - h- _ I I Q CULVERT, 32 LF3 - - • t�, ;p s 1 INV, 1=303.5 (TYPICAL) E+ a,l k ECK DAM - - i � � I INV.1-303.7 __ INV, 2=3 , • j o 7 APPROVAL DRAWINGS 1/29/15 INV. I �jp3A 305 PRO am I I_ - - ♦ // LL " 1 / °q 067879 6 PER ENGINEERING COMMENTS 1/16/15 5 ISSUED FOR FINAL SUBDIVISION 12/22/14 ca - 305 Ln / I ' ;; / O (V / // /ham // o 3 PER ENGINEERING COMMENTS 12/16/14 .. ....... . . RIM=303.82 rn . / I t / / 61� 5 ee �( ��Q /0- �/ I 2 REVISED LOT LAYOUT, ISSUED FOR PRELIMINARY SUBDIVISION &AREA VARIANCE 9/15/14 40 1 306 z ° I - , W01, ' Q / �9 / // 11:' .. 1 ISSUED FOR PRELIMINARY SUBDIVISION &AREA VARIANCE 1/15/14 rn 4 /// 0 ISSUED FOR SKETCH PLAN 1/17/12 304-. _ / / .'Ln 30 ^ Y 1 �6/ Revisions Date .� I • • ! . • �� t _ - - - _ / I n 306 y 3G � -, 303 • '. -- I 306 \� W/L AREA. Di ISafel . l - - - - - - - - - - - - - - - - - - - - - 9 Y � •. 12,425�SF New/York �; - - - - - - ,_ : y ■ Call Before You Dig '309\ • •, _ I E Wait The Required Time - - - - - .00000' ■ Confirm Utility Response • • '�� / ._.. ■ Respect The Marks • • pRAINAOE.,r;,� ..-��-•�-�� - 302-- 0 Dig With CareME \ - 800.962.7962 Nr- -- www.aigsafelynewyork.com RIM=305.49 SETBACK 307 41 7. IF SOIL DISTURBANCE ACTIVITIES HAVE BEEN SHUT DOWN WITH PARTIAL �' 30' REAR U 306 GRADING & DRAINAGE PLAN - LOTS 1-4 PROJECT COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED prepared for: I \ J S 310 1 AREAS HAVE BEEN STABILIZED AND ALL STORMWATER MANAGEMENT Bayberry Drive PRACTICES HAVE BEEN INSTALLED WITHIN THE PORTION OF THE PROJECT I THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUC70N OF THE MAIN ROAD AND ASSOCIATED Drawn: LWD Checked: GTH Scale: 1'=30' Date: 12/2/2011 WHICH HAS BEEN COMPLETED. THE MS4 ADMINISTRATOR SHALL BE I Warren County Clerk . OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER NOTIFIED IN WRITING THAT THE CONSTRUCTION ACTIVITIES AND INSPECTIONS March 19, 2015 MANAGEMENT SYSTEMS FOR THE RESPECTNE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL Queensbury, NY 12804 29521-01-S3 11:40 a.m. ARE BEING SUSPENDED. I OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. g 518 745-0308 Fax 8. IF SOIL DISTURBANCES HAVE BEEN SHUT DOWN FOR 2 -YEARS lMH PARTIAL \ PROJECT COMPLETION, A NOT SHALL BE FILED KITH NYSDEC I 3�0 9. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS RIM=310.53 IN A SITE LOG BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE I PERMITTING AUTHORITY UPON REQUEST. „ .. .. .. ,.... SHED 10. AT COMPLE170N OF CONSTRUCTION, HE CONTRACTOR AND ENGINEER SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AND �OSEDIMENTATION I METAL SIDING - CONTROLS HAVE BEEN REMOVED. UPON CERTIFICATION OF WOOD FRAME COMPLETION, A NOTICE OF TERMINATION (NOT) SHALL BE FILED MH I STABLES NYSDEC. O� 11. THE MS4 SIGNED THE I S4 ADMINISTRAT RCESOSTATEMENT HENNOT CAN THEN BE SUBMITTED NYSDEC. \ 12. TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL - FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY I w o TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN I a? 7 DAYS. 13. FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & PROP. RAIN GARDEN, ♦ APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED 15" DEPTH (TYPICAL) PROP, 41V R,OOC�KOUTL EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN I HaL PIL ®5UKL ♦` EXTRA HEAVY LAYER OF MULCH. ♦♦ 14. ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVIVAL OF A MINIMUM OF ♦ 807 OF HE VEGETAT70N THROUGHOUT THE YEAR FOLLOWING REVEGETATION. 1 B� ao �; w w - wNit,♦ PROP.l SocaL REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. CRETE 15. THE CONTRACTOR SHALL COMPLY MH THE NEW YORK GUIDELINES FOR 30 .39 SURFACE a sEPrlc �BIRDESIGN) EMPIRE AspHALT ti � �� 3i ♦1 PROC,• ASS, FIELD URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY HE O - - 306 xo 35FRONT _ ♦ ( ry sroNE �� N� STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. E� \' "• ` PROP. 12" HDPE , 1 f / ♦ j _ ?'TRE H SPACING'-, qPM S w �" .h" CULVERT, 32LF3 INSrA ED IN SYSTEM Off' T R,Y DRIv'.... \ I ,>..,: • 1 ALL *� �� TAX MAP # 296.12-1-12,13,,14125 AZ T� {A R INV. 1=303.9 B YL LJ I INV. 2=303.6 O 1 b- I 3 ' o ♦ C ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 1=3HS.39 I IU17 T HOVE vRo DIMENT •.- \ �I �, 1 " �► rn * ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PROP. 12" HDPE J CULVERT, 40 LF3 NTROL FENCE - h- _ I I Q CULVERT, 32 LF3 - - • t�, ;p s 1 INV, 1=303.5 (TYPICAL) E+ a,l k ECK DAM - - i � � I INV.1-303.7 __ INV, 2=3 , • j o 7 APPROVAL DRAWINGS 1/29/15 INV. I �jp3A 305 PRO am I I_ - - ♦ // LL " 1 / °q 067879 6 PER ENGINEERING COMMENTS 1/16/15 5 ISSUED FOR FINAL SUBDIVISION 12/22/14 ca - 305 Ln / I ' ;; / O (V / // /ham // o 3 PER ENGINEERING COMMENTS 12/16/14 .. ....... . . RIM=303.82 rn . / I t / / 61� 5 ee �( ��Q /0- �/ I 2 REVISED LOT LAYOUT, ISSUED FOR PRELIMINARY SUBDIVISION &AREA VARIANCE 9/15/14 40 1 306 z ° I - , W01, ' Q / �9 / // 11:' .. 1 ISSUED FOR PRELIMINARY SUBDIVISION &AREA VARIANCE 1/15/14 rn 4 /// 0 ISSUED FOR SKETCH PLAN 1/17/12 304-. _ / / .'Ln 30 ^ Y 1 �6/ Revisions Date .� I • • ! . • �� t _ - - - _ / I n 306 y 3G � -, 303 • '. -- I 306 \� W/L AREA. Di ISafel . l - - - - - - - - - - - - - - - - - - - - - 9 Y � •. 12,425�SF New/York �; - - - - - - ,_ : y ■ Call Before You Dig '309\ • •, _ I E Wait The Required Time - - - - - .00000' ■ Confirm Utility Response • • '�� / ._.. ■ Respect The Marks • • pRAINAOE.,r;,� ..-��-•�-�� - 302-- 0 Dig With CareME \ - 800.962.7962 Nr- -- www.aigsafelynewyork.com RIM=305.49 SETBACK 307 41 �' 30' REAR U 306 GRADING & DRAINAGE PLAN - LOTS 1-4 prepared for: \311 \ J S 310 1 Doug Coon Bayberry Drive Town of Queensbury, Warren County, New York FILED THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUC70N OF THE MAIN ROAD AND ASSOCIATED Drawn: LWD Checked: GTH Scale: 1'=30' Date: 12/2/2011 GRADING &DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED ARCHITECTURAL LAYOUTS Warren County Clerk . OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING & STORMWATER 169 Havilond Road March 19, 2015 MANAGEMENT SYSTEMS FOR THE RESPECTNE LOTS ARE CONCEPTUAL IN DESIGN AND ARE TYPICAL Queensbury, NY 12804 29521-01-S3 11:40 a.m. FOR THE FOOTPRINTS SHOWN. IT IS RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER/BUILDER TO Hutchins Eng ineerin (518) 745-0307 Phone OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE DESIGNS. g 518 745-0308 Fax EROSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. 2. AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. 3. TEMPORARY RAPID GROWTH COVER CROPS FOR THE SEDIMENT CONTROL AREAS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT A RATE OF 35 LBS PER ACRE. 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 -DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7 -DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED. 5. TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24 HOURS. 6. DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL RESTORATION TECHNIQUES OVER SPECIFIED AREAS. 7. FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. 8. ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 759 OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. 9. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALL STABILIZATION 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 -DAYS. 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKET IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SITE CONSTRUCTION SEQUENCING INDIVIDUAL LOT CONSTRUCTION 1. INSTALL SEDIMENT CONTROL FENCING AT LOW POINTS AS SHOWN ON PLANS. 2. CLEAR TREES AS NEEDED FOR DRIVE, HOUSE & WASTEWATER SYSTEM CONSTRUCTION AND ASSOCIATED CUT & FILL SLOPES. 3. GRUB AREA FOR ROADWAY & ROUGH GRADE NATIVE SUBGRADE FOR MAIN DRIVEWAY, INSTALL CULVERTS, INSTALL STABILIZATION FABRIC AND BANK -RUN GRAVEL TO ESTABLISH DRIVEWAY SUBGRADE 4. INSTALL GRAVEL SUBBASE FOR DRIVEWAY. 5. CONSTRUCT HOUSE, UTILITIES, WATER SUPPLY LINES AND WASTEWATER SYSTEM. 6. INSTALL FINAL DRIVEWAY SURFACE, FINE GRADE AND COMPACT. 7. FINE GRADE, TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING; REMOVE SEDIMENT CONTROL FENCE AFTER VEGETATION IS ESTABLISHED. EXISTING GROUND 6" MIN COURSE OF 2" STONE CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 1-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 -FEET. 3. THICKNESS - NOT LESS THAN 6 -INCHES. 4. WIDTH - 12 -FOOT MINIMUM, 24 -FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 1V:5H SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WA MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENT NCE DETAIL NTS --- - ------ - �.e__. STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ENTRANCE DEFINITION J A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH GEOTEY.TILE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUC77ON S17E 70 AND FROM A PUBLIC STREET OR ROAD. PURPOSE TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. APPLICATION - AGGREGATE SIZE: USED A MATRIX OF 1-4 INCH STONE - THICKNESS: NOT LESS THAN 6 INCHES - WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS POINT TO THE SITE. - LENGTH: NOT LESS THAN 50 FEET - GEOTEXTILE TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CL07H NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. GEOTEX77LE MATERIAL .RI RIA THE GEOTEXTILE SHALL BE WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CON77N000S CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS, HYDROCARBONS, MILDEW, ROT AND CONFORM TO THE FOLLOWING PROPERTIES: LIGHT DUTY ROADS HEAVY DUTY ROADS GRAB TENSILE STRENGTH 200 LBS 220 LBS ASTM 01682 ELONGATION AT FAILURE 50% 60% ASTM D1682 MULLEN BRUST STRENGTH 190 LBS 430 LBS ASTM D3786 PUNCTURE STRENGTH 40 LBS 125 LBS ASTM D751 MODIFIED EQUIVALENT OPENING SIZE 40-80 40-80 US STD SIEVE AGGREGATE DEPTH 6 INCHES 10 INCHES ACCEPTABLE MATERIAL- MIRAFI 10OX MIRAFI 60OX MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC R.O.W.s MUST BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. FINISHED GRADE 1" 1N GRASS AREAS; FFLUSH WITH PAVEMENT 5' MIN. CURB BOX (EXTENSION TYPE WITH ARCH PATTERN BASE AND STATIONARY ROD) CORPORATION - S1'OP 1 111 COPPER TUBING CURB STOP (TYPE K) 15' TYPE K COPPER PIPE TO BUILDING �-6" D.I.P. WATER MAIN SOLID CONC. BLOCK OR C.I. FOOT PIECE AS REQUIRED NOTE: ALL WATER PIPING & CONNECTIONS TO BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS WATER SERVICE PIPE CONNECTION DETAIL NTS NEW ASPHALT PAVEMENT OR 4" TOPSOIL, SEED & ESTABLISH TURF 0 MAINTAIN 3" pogo COVER WHERE oo ACCEPTABLE EXCAVATED MATERIAL OR POSSIBLE SUITABLE BACKFILL- SAND BEDDING UNDER AND AROUND PVC PIPE (COMPACT TO 95% STANDARD PROCTOR) 6„ PVC SDIl-35 NTS GENERAL NOTES A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO CONSTRUCTION. ALL COMPONENTS SHALL BE OF APPROVED, UNUSED MATERIALS. ALL MATERIALS AND FITTINGS ARE TO BE IN ACCORDANCE WITH AWWA STANDARDS. MANUFACTURERS RECOMMENDED PROCEDURES SHALL BE EMPLOYED FOR HANDLING, STORAGE AND INSTALLATION. ALL INSTALLATION OF WATER MAINS AND APPURTENANCES MUST BE INSPECTED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING. THE INSTALLATION OF WATER MAINS AND APPURTENANCES WHICH WILL BECOME A PART OF THE MUNICIPAL WATER SYSTEM MUST BE INSTALLED WITHIN THE BOUNDARIES OF LAND TO BE DEDICATED TO THE TOWN OF QUEENSBURY. ALL COMPONENTS OF THE WATER SYSTEM SHALL COMPLY WITH THE LATEST EDITION OF THE RECOMMENDED STANDARDS FOR WATER WORKS AS ADOPTED BY THE GREAT LAKES -UPPER MISSISSIPPI RIVER BOARD OF STATE PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS. WATERLINES, VALVES AND HYRDANTS SHALL IN ADDITION, MEET THE ESTABLISHED WATER SYSTEM DESIGN AND CONSTRUCTION STANDARDS OF THE QUEENSBURY WATER DEPARTMENT. ALL COMPLETED WORK MUST BE APPROVED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO DEDICATION TO THE TOWN. TESTING AND DISINFECTION ALL WATER MAINS WILL BE PRESSURE TESTED IN COMPLIANCE WITH AWWA C600 BY THE CONTRACTOR AND CERTIFIED BY THE PROJECT ENGINEER. THIS TEST WILL BE AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM PRESSURE OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM RATED CAPACITY OF THE PIPE OR FITTINGS ATTACHED. CERTIFICATION OF THE PRESSURE TESTING WILL BE SUPPLIED TO THE QUEENSBURY WATER DEPARTMENT PRIOR TO DISINFECTION. DISINFECTION WITH CONFORMANCE TO AWWA C651 WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF ALL TESTS AND DISINFECTION WILL BE BORN BY THE CONTRACTOR AND/OR DEVELOPER. THE CONTRACTOR AND/OR DEVELOPER SHALL COORDINATE AND SCHEDULE THEIR TESTING AND DISINFECTION WITH THE QUEENSBURY WATER DEPARTMENT. THE CONTRACTOR SHALL RESTORE DISTURBED EARTH AND/OR PAVEMENT AT HIS COST. ALL COPORA71ON STOPS THAT WERE INSTALLED SOLELY FOR THE PURPOSE OF TESTING OR DISINFECTION WILL BE REMOVED AT THE COMPLETION OF THOSE TESTS. THEY WILL BE REPLACED WITH THE APPROPRIATE PLUG AND INSPECTED BY THE QUEENSBURY WATER DEPARTMENT. VALVE BOXES MATERIAL - CLASS THE VALVE BOXES SHALL BE TWO-PIECE CAST IRON, TELESCOPIC OR SLIDING TYPE OF PROPER LENGTH FOR ACTUAL TRENCH DEPTH. VALVE BOX COVERS SHALL BE CAST IRON AND SHALL FIT FLUSH WITH THE OUTSIDE CASING RIM, SHALL NOT RATTLE OR RACK UNDER TRAFFIC AND SHALL BE CAPABLE OF REMOVAL WITH A BAR OR PICK. EACH COVER FACE SHALL BE LETTERED "WATER." IF A MIDDLE SECTION IS NECESSARY TO ADJUST THE VALVE BOX TO PROPER ELEVATION, THE MIDDLE SECTION SHOULD SLIDE OVER THE BOTTOM SECTION AND THE TOP SECTION SLIDE OVER THE MIDDLE SECTION. AN INSPECTION SHALL BE MADE OF EACH VALVE AND VALVE BOX PRIOR TO ACCEPTANCE OF THE WORK. VALVE BOXES SHOULD BE INSTALLED SO THAT THEY ARE FLUSH WITH SURROUNDING AREAS. TAPPING SLEEVE MATERIAL - CLASS TAPPING SLEEVES BEING PLACED ON WATER MAINS 12" AND SMALLER SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON. ALL WET TAPS TO BE MADE BY A WET TAPPING CONTRACTOR APPROVED BY THE QUEENSBURY WATER DEPARTMENT. THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED AND TESTED BY THE WET TAPPING CONTRACTOR PRIOR TO MAKING THE WET TAP. THIS INSTALLATION AND TESTS WILL BE INSPECTED AND APPROVED BY THE QUEENSBURY WATER DEPARTMENT. THIS TEST WILL BE CONDUCTED AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM WORKING PRESSURE RATING OF THE SLEEVE AND VALVE. VALVES MATERIAL - CLASS VALVES SHALL BE MECHANICAL JOINT RESILIENT WEDGE TYPE WITH "0" RING PACKING AND SHALL BE IN FULL CONFORMANCE WITH THE LATEST AWWA C-500 SPECIFICATION FOR "VALVES FOR WATER SUPPLY SERVICE" ALL VALVES SHALL OPEN BY TURNING TO THE RIGHT (CLOCKWISE) AND HAVE A 2 -INCH SQUARE -OPERATING NUT PAINTED RED. ALL VALVES SHALL BE IN FULL ACCORDANCE WITH THE STANDARDS OF THE QUEENSBURY WATER DEPARTMENT AND SHALL BE MANUFACTURED BY. MUELLER, EDDY (CLOW), KENNEDY, AMERICAN AW OR WATROUS VALVES SHALL BE INSTALLED ON EVERY BRANCH OF AN INTERSECTION AND AT EVERY STUB PROVIDED FOR FUTURE EXPANSION. VALVES INSTALLED ON FUTURE EXPANSION STUBS SHALL BE SECURED TO ALLOW EXTENSION OF THE WATER MAIN WITHOUT INTERRUPTION OF SERVICE. LINE VALVES SHALL BE INSTALLED AT INTERSECTIONS OR ADJACENT TO FIRE HYDRANTS. VALVE BOXES SHALL BE INSTALLED ON ALL VALVES. VALVE BOXES SHALL BE INSTALLED IN SUCH A MANNER THAT NO SHOCK OR STRESS WILL BE TRANSMITTED THROUGH THE VALVE BOX TO THE VALVE. VALVE BOXES SHALL BE INSTALLED WITH THE OPERATING NUT IN THE CENTER TO INSURE EASY OPERATION OF THE VALVE. EACH VALVE BOX SECTION SHALL SLIDE OVER THE TOP OF THE PRECEEDING SECTION. VALVES SHALL BE SET WITH THE STEMS VERTICAL. AFTER VALVES HAVE BEEN INSTALLED AND ADJUSTED, THEY SHALL BE TESTED FOR OPERATION UNDER MAXIMUM OPERATING PRESSURE, SHALL BE WATER TIGHT AND SHALL OPERATE EASILY. ALL VALVES, UPON COMPLETION OF WORK, SHALL BE CHECKED TO DETERMINE THAT THEY ARE IN CLOSED POSITION. ACCESSORIES TO INCLUDE DUCTILE IRON GLANDS, "BLUE" BOLTS AND NUTS, AND PLAIN -BACKED RUBBER GASKETS WITH REQUIRED JOINT LUBRICANT ALL JOINT LUBRICANT MUST BE NSF APPROVED FILED Warren County Clerk March 19, 2015 11:40 a.m. SERVICES MATERIAL- CLASS SERVICES SHALL BE AT LEAST 3/4 INCH INSIDE DIAMETER AND SHALL BE OF TYPE K COPPER, ANNEALED AFTER COILING, CONFORMING TO THE LASTEST ASTM DESIGNATION B-88, INSTALLED AT A MINIMUM DEPTH OF 5 FEET ON PRIVATE PROPERTY AND 6 FEET WITHIN THE TOWN OF QUEENSBURY RIGHT OF WAY. CURB BOXES SHALL BE INSTALLED AT THE EDGE OF THE RIGHT OF WAY. FOR 3/4 INCH AND 1 INCH SERVICES, THE CURB STOP SHALL BE QUARTER TURN WITH CHECK, SOLID TEE HEAD INLET AND OUTLET CONDUCTIVE COMPRESSION FOR TYPE K COPPER SERVICE PIPE FOR 3/4" AND 1" CURB STOP IN COMPLIANCE WITH THE LATEST REVISION OF AWWA SPECIFICATION C800, MUELLER 300 BALL CURB VALVE (B25204) WITH FULL ROUND PORT OPENING OR EQUAL. CORPORATION STOPS SHALL BE INLET, MUELLER CC THREAD AND OUTLET CONDUCTIVE COMPRESSION CONNECTION FOR TYPE K COPPER SERVICE PIPE FOR 3/4" AND 1-. CURB BOX SHALL BE: FOR 3/4" AND 1" CURB STOPS: EXTENSION TYPE CURB BOX. ARCH PATTERN BASE WITH TWO HOLE LID. LID SHOULD BE MUELLER 89982, EXTENSION RANGE 72". MUELLER H-10314 OR EQUAL. ROD SHALL BE STAINLESS STEEL 5/8" DIAMETER, 48"-54"" LONG. 3 PART UNIONS FOR CONNECTING COPPER SERVICE LINES SHALL BE EITHER FLARE OR MUELLER TYPE COMPRESSION FOR 3/4" AND 1". WHEN SERVICE SADDLES ARE NEEDED TO INSTALL CORPORATION STOPS, DOUBLE STAINLESS STEEL STRAP NYLON COATED DUCTILE IRON OR BRONZE SADDLES SHALL BE USED. WHENEVER IT IS NECESSARY TO CONNECT 2 PIECES OF COPPER TOGETHER FOR A WATER SERVICE, THEY SHOULD BE CONNECTED BY A 3 PART UNION. NO SOLDERED CONNECTIONS ARE ALLOWED UNDER GROUND. A WATER SERVICE FOR EACH LOT MUST BE INSTALLED PRIOR TO ACCEPTANCE BY THE TOWN. ALL SERVICE CONNECTIONS ON EXISTING WATER MAINS SHALL BE MADE BY DULY DESIGNATED EMPLOYEES OF THE QUEENSBURY WATER DEPARTMENT. SERVICE CONNECTIONS ON NEWLY INSTALLED WATER LINES SHALL BE MADE BY THE PROJECT DEVELOPER. AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATION OF THE COPORA77ON STOP, CURB STOP AND CURB BOX AND LOCATION OF COPPER SERVICE IN RELA77ON TO CORPORATION STOP. THE DEPTH OF SERVICE LINE SHOULD ALSO BE INDICATED FOR EACH LINE. AN INSPECTION OF EACH INSTALLA77ON SHALL BE MADE BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING. MFTj=DC MATERIAL - CLASS ALL METERS SHALL BE MANUFACTURED BY BADGER METERS, ORION RADIO READ STYLE. ALL METERS 2" OR LESS ARE INCLUDED IN THE SERVICE CONNECTION FEE AND THE QUEENSBURY WATER DEPARTMENT SHALL PROVIDE OR INSTALL AND MAINTAIN THEM. A SHUT-OFF VALVE (BALL OR GATE) IS REQUIRED ON ALL SERVICES PRIOR TO THE METER INSTALLATION. IN SOME. LOCATIONS A PRESSURE REDUCING VALVE IS REQUIRED. CHECK WITH THE QUEENSBURY WATER DEPARTMENT TO DETERMINE EXACT LOCATIONS. BACKFILLING THE TRENCH AND OTHER EXCAVATIONS ABOVE PIPE GRADE SHALL BE BACKFILLED CAREFULLY AND AS SOON AS POSSIBLE AFTER APPROVAL HAS BEEN GIVEN. NO PORTON OF A TRENCH OR OTHER EXCAVATION SHALL BE BACKFILLED UNTIL THE PIPING AND VALVES HAVE BEEN EXAMINED AND APPROVED. WHEN SO ORDERED BY THE OUEENSBURY WATER DEPARTMENT, TRENCHES AND OTHER EXCAVATIONS CONTAINING UNFINISHED WORK SHALL BE FILLED IN. BACKFILLING SHALL BE DONE WITH DUE CARE TO AVOID INJURY TO THE PIPE OR ALIGNMENT. SUITABLE MATERIAL APPROVED BY THE QUEENSBURY WATER DEPARTMENT SHALL BE PLACED EVENLY AND CAREFULLY AROUND AND OVER THE PIPE IN 6 INCH MAXIMUM LAYERS. EACH LAYER SHALL BE THOROUGHLY COMPACTED UNTIL 1 FOOT OF COVER OVER THE PIPE EXISTS. ADDITIONAL SUITABLE MATERIAL SHALL BE USED TO COMPLETELY FILL THE TRENCH. TAX MAP # 296.12-1-12 & 14 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. STANDARD SPECIFICATIONS FOR SILT FENCE 10"-0" O.C. MAX. DEFINITION A TEMPORARY BARRIER OF GE07EXTILE FABRIC INSTALLED ON THE CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF 36" FENCE POST SOILS. MINIMUM 16" PURPOSEDRIVEN - INTO GROUND TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT - APPLICATION MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED SILT STOP EMBED ON A SLOPE: IN GROUND 8"" MIN. 1:2 SLOPE (so%) 25 Fr 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25%) 75 FT 1:5 SLOPE OR LESS 100 FT ::;i-, �:r•`.':.;�!,,:.C'_�v,>. •.. '.• ,�!;' B. g - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WILL OCCUR AS SHEET EROSION. / •�p�/ - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. / DESIGN CRITERIA PERSPECTIVE SOIL BACKFILL - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS F POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THEAREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. 36" FENCE POST - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE = OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT SILT STOP EMBED THESE CONNECTIONS. oFABRIC I IN GROUND 8" MIN. MATERIAL CRITERIA GRAB TENSILE STRENGTH 90 LBS ASTM 01682 FLOW-�.� ELONGATION AT FAILURE 507 ASTM D1682 jx, CONS7RUC77ON SPECIFlCATONS = 2 \� \n UNDISTURBED 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES GROUND OR STAPLES. POST SHALL BE STEEL EITHER "T' OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TES SECTION SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6- MAX. MESH OPENING. �` SEDIMENT CONTROL FENCE DETAIL 3SECTIONS FILTER ADJOIN ESHALL BE EITHERFILTER OVER- PPEDBY 6 INCHESAND FOLDED. FILTER CLOTH SHALL NTS X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND .MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. EXISTING GROUND 6" MIN COURSE OF 2" STONE CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 1-4" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 -FEET. 3. THICKNESS - NOT LESS THAN 6 -INCHES. 4. WIDTH - 12 -FOOT MINIMUM, 24 -FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 1V:5H SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WA MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENT NCE DETAIL NTS --- - ------ - �.e__. STANDARD SPECIFICATIONS FOR STABILIZED CONSTRUCTION ENTRANCE DEFINITION J A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH GEOTEY.TILE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUC77ON S17E 70 AND FROM A PUBLIC STREET OR ROAD. PURPOSE TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. APPLICATION - AGGREGATE SIZE: USED A MATRIX OF 1-4 INCH STONE - THICKNESS: NOT LESS THAN 6 INCHES - WIDTH: 12 FOOT MINIMUM, NOT LESS THAN FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS POINT TO THE SITE. - LENGTH: NOT LESS THAN 50 FEET - GEOTEXTILE TO BE PLACED OVER THE ENTIRE AREA TO BE COVERED WITH AGGREGATE. FILTER CL07H NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. GEOTEX77LE MATERIAL .RI RIA THE GEOTEXTILE SHALL BE WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CON77N000S CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS, HYDROCARBONS, MILDEW, ROT AND CONFORM TO THE FOLLOWING PROPERTIES: LIGHT DUTY ROADS HEAVY DUTY ROADS GRAB TENSILE STRENGTH 200 LBS 220 LBS ASTM 01682 ELONGATION AT FAILURE 50% 60% ASTM D1682 MULLEN BRUST STRENGTH 190 LBS 430 LBS ASTM D3786 PUNCTURE STRENGTH 40 LBS 125 LBS ASTM D751 MODIFIED EQUIVALENT OPENING SIZE 40-80 40-80 US STD SIEVE AGGREGATE DEPTH 6 INCHES 10 INCHES ACCEPTABLE MATERIAL- MIRAFI 10OX MIRAFI 60OX MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED OR WASHED ONTO PUBLIC R.O.W.s MUST BE REMOVED IMMEDIATELY. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O.W.s. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH AGGREGATE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. FINISHED GRADE 1" 1N GRASS AREAS; FFLUSH WITH PAVEMENT 5' MIN. CURB BOX (EXTENSION TYPE WITH ARCH PATTERN BASE AND STATIONARY ROD) CORPORATION - S1'OP 1 111 COPPER TUBING CURB STOP (TYPE K) 15' TYPE K COPPER PIPE TO BUILDING �-6" D.I.P. WATER MAIN SOLID CONC. BLOCK OR C.I. FOOT PIECE AS REQUIRED NOTE: ALL WATER PIPING & CONNECTIONS TO BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS WATER SERVICE PIPE CONNECTION DETAIL NTS NEW ASPHALT PAVEMENT OR 4" TOPSOIL, SEED & ESTABLISH TURF 0 MAINTAIN 3" pogo COVER WHERE oo ACCEPTABLE EXCAVATED MATERIAL OR POSSIBLE SUITABLE BACKFILL- SAND BEDDING UNDER AND AROUND PVC PIPE (COMPACT TO 95% STANDARD PROCTOR) 6„ PVC SDIl-35 NTS GENERAL NOTES A PRE -CONSTRUCTION MEETING WILL BE HELD PRIOR TO CONSTRUCTION. ALL COMPONENTS SHALL BE OF APPROVED, UNUSED MATERIALS. ALL MATERIALS AND FITTINGS ARE TO BE IN ACCORDANCE WITH AWWA STANDARDS. MANUFACTURERS RECOMMENDED PROCEDURES SHALL BE EMPLOYED FOR HANDLING, STORAGE AND INSTALLATION. ALL INSTALLATION OF WATER MAINS AND APPURTENANCES MUST BE INSPECTED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING. THE INSTALLATION OF WATER MAINS AND APPURTENANCES WHICH WILL BECOME A PART OF THE MUNICIPAL WATER SYSTEM MUST BE INSTALLED WITHIN THE BOUNDARIES OF LAND TO BE DEDICATED TO THE TOWN OF QUEENSBURY. ALL COMPONENTS OF THE WATER SYSTEM SHALL COMPLY WITH THE LATEST EDITION OF THE RECOMMENDED STANDARDS FOR WATER WORKS AS ADOPTED BY THE GREAT LAKES -UPPER MISSISSIPPI RIVER BOARD OF STATE PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS. WATERLINES, VALVES AND HYRDANTS SHALL IN ADDITION, MEET THE ESTABLISHED WATER SYSTEM DESIGN AND CONSTRUCTION STANDARDS OF THE QUEENSBURY WATER DEPARTMENT. ALL COMPLETED WORK MUST BE APPROVED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO DEDICATION TO THE TOWN. TESTING AND DISINFECTION ALL WATER MAINS WILL BE PRESSURE TESTED IN COMPLIANCE WITH AWWA C600 BY THE CONTRACTOR AND CERTIFIED BY THE PROJECT ENGINEER. THIS TEST WILL BE AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM PRESSURE OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM RATED CAPACITY OF THE PIPE OR FITTINGS ATTACHED. CERTIFICATION OF THE PRESSURE TESTING WILL BE SUPPLIED TO THE QUEENSBURY WATER DEPARTMENT PRIOR TO DISINFECTION. DISINFECTION WITH CONFORMANCE TO AWWA C651 WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF ALL TESTS AND DISINFECTION WILL BE BORN BY THE CONTRACTOR AND/OR DEVELOPER. THE CONTRACTOR AND/OR DEVELOPER SHALL COORDINATE AND SCHEDULE THEIR TESTING AND DISINFECTION WITH THE QUEENSBURY WATER DEPARTMENT. THE CONTRACTOR SHALL RESTORE DISTURBED EARTH AND/OR PAVEMENT AT HIS COST. ALL COPORA71ON STOPS THAT WERE INSTALLED SOLELY FOR THE PURPOSE OF TESTING OR DISINFECTION WILL BE REMOVED AT THE COMPLETION OF THOSE TESTS. THEY WILL BE REPLACED WITH THE APPROPRIATE PLUG AND INSPECTED BY THE QUEENSBURY WATER DEPARTMENT. VALVE BOXES MATERIAL - CLASS THE VALVE BOXES SHALL BE TWO-PIECE CAST IRON, TELESCOPIC OR SLIDING TYPE OF PROPER LENGTH FOR ACTUAL TRENCH DEPTH. VALVE BOX COVERS SHALL BE CAST IRON AND SHALL FIT FLUSH WITH THE OUTSIDE CASING RIM, SHALL NOT RATTLE OR RACK UNDER TRAFFIC AND SHALL BE CAPABLE OF REMOVAL WITH A BAR OR PICK. EACH COVER FACE SHALL BE LETTERED "WATER." IF A MIDDLE SECTION IS NECESSARY TO ADJUST THE VALVE BOX TO PROPER ELEVATION, THE MIDDLE SECTION SHOULD SLIDE OVER THE BOTTOM SECTION AND THE TOP SECTION SLIDE OVER THE MIDDLE SECTION. AN INSPECTION SHALL BE MADE OF EACH VALVE AND VALVE BOX PRIOR TO ACCEPTANCE OF THE WORK. VALVE BOXES SHOULD BE INSTALLED SO THAT THEY ARE FLUSH WITH SURROUNDING AREAS. TAPPING SLEEVE MATERIAL - CLASS TAPPING SLEEVES BEING PLACED ON WATER MAINS 12" AND SMALLER SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON. ALL WET TAPS TO BE MADE BY A WET TAPPING CONTRACTOR APPROVED BY THE QUEENSBURY WATER DEPARTMENT. THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED AND TESTED BY THE WET TAPPING CONTRACTOR PRIOR TO MAKING THE WET TAP. THIS INSTALLATION AND TESTS WILL BE INSPECTED AND APPROVED BY THE QUEENSBURY WATER DEPARTMENT. THIS TEST WILL BE CONDUCTED AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM WORKING PRESSURE RATING OF THE SLEEVE AND VALVE. VALVES MATERIAL - CLASS VALVES SHALL BE MECHANICAL JOINT RESILIENT WEDGE TYPE WITH "0" RING PACKING AND SHALL BE IN FULL CONFORMANCE WITH THE LATEST AWWA C-500 SPECIFICATION FOR "VALVES FOR WATER SUPPLY SERVICE" ALL VALVES SHALL OPEN BY TURNING TO THE RIGHT (CLOCKWISE) AND HAVE A 2 -INCH SQUARE -OPERATING NUT PAINTED RED. ALL VALVES SHALL BE IN FULL ACCORDANCE WITH THE STANDARDS OF THE QUEENSBURY WATER DEPARTMENT AND SHALL BE MANUFACTURED BY. MUELLER, EDDY (CLOW), KENNEDY, AMERICAN AW OR WATROUS VALVES SHALL BE INSTALLED ON EVERY BRANCH OF AN INTERSECTION AND AT EVERY STUB PROVIDED FOR FUTURE EXPANSION. VALVES INSTALLED ON FUTURE EXPANSION STUBS SHALL BE SECURED TO ALLOW EXTENSION OF THE WATER MAIN WITHOUT INTERRUPTION OF SERVICE. LINE VALVES SHALL BE INSTALLED AT INTERSECTIONS OR ADJACENT TO FIRE HYDRANTS. VALVE BOXES SHALL BE INSTALLED ON ALL VALVES. VALVE BOXES SHALL BE INSTALLED IN SUCH A MANNER THAT NO SHOCK OR STRESS WILL BE TRANSMITTED THROUGH THE VALVE BOX TO THE VALVE. VALVE BOXES SHALL BE INSTALLED WITH THE OPERATING NUT IN THE CENTER TO INSURE EASY OPERATION OF THE VALVE. EACH VALVE BOX SECTION SHALL SLIDE OVER THE TOP OF THE PRECEEDING SECTION. VALVES SHALL BE SET WITH THE STEMS VERTICAL. AFTER VALVES HAVE BEEN INSTALLED AND ADJUSTED, THEY SHALL BE TESTED FOR OPERATION UNDER MAXIMUM OPERATING PRESSURE, SHALL BE WATER TIGHT AND SHALL OPERATE EASILY. ALL VALVES, UPON COMPLETION OF WORK, SHALL BE CHECKED TO DETERMINE THAT THEY ARE IN CLOSED POSITION. ACCESSORIES TO INCLUDE DUCTILE IRON GLANDS, "BLUE" BOLTS AND NUTS, AND PLAIN -BACKED RUBBER GASKETS WITH REQUIRED JOINT LUBRICANT ALL JOINT LUBRICANT MUST BE NSF APPROVED FILED Warren County Clerk March 19, 2015 11:40 a.m. SERVICES MATERIAL- CLASS SERVICES SHALL BE AT LEAST 3/4 INCH INSIDE DIAMETER AND SHALL BE OF TYPE K COPPER, ANNEALED AFTER COILING, CONFORMING TO THE LASTEST ASTM DESIGNATION B-88, INSTALLED AT A MINIMUM DEPTH OF 5 FEET ON PRIVATE PROPERTY AND 6 FEET WITHIN THE TOWN OF QUEENSBURY RIGHT OF WAY. CURB BOXES SHALL BE INSTALLED AT THE EDGE OF THE RIGHT OF WAY. FOR 3/4 INCH AND 1 INCH SERVICES, THE CURB STOP SHALL BE QUARTER TURN WITH CHECK, SOLID TEE HEAD INLET AND OUTLET CONDUCTIVE COMPRESSION FOR TYPE K COPPER SERVICE PIPE FOR 3/4" AND 1" CURB STOP IN COMPLIANCE WITH THE LATEST REVISION OF AWWA SPECIFICATION C800, MUELLER 300 BALL CURB VALVE (B25204) WITH FULL ROUND PORT OPENING OR EQUAL. CORPORATION STOPS SHALL BE INLET, MUELLER CC THREAD AND OUTLET CONDUCTIVE COMPRESSION CONNECTION FOR TYPE K COPPER SERVICE PIPE FOR 3/4" AND 1-. CURB BOX SHALL BE: FOR 3/4" AND 1" CURB STOPS: EXTENSION TYPE CURB BOX. ARCH PATTERN BASE WITH TWO HOLE LID. LID SHOULD BE MUELLER 89982, EXTENSION RANGE 72". MUELLER H-10314 OR EQUAL. ROD SHALL BE STAINLESS STEEL 5/8" DIAMETER, 48"-54"" LONG. 3 PART UNIONS FOR CONNECTING COPPER SERVICE LINES SHALL BE EITHER FLARE OR MUELLER TYPE COMPRESSION FOR 3/4" AND 1". WHEN SERVICE SADDLES ARE NEEDED TO INSTALL CORPORATION STOPS, DOUBLE STAINLESS STEEL STRAP NYLON COATED DUCTILE IRON OR BRONZE SADDLES SHALL BE USED. WHENEVER IT IS NECESSARY TO CONNECT 2 PIECES OF COPPER TOGETHER FOR A WATER SERVICE, THEY SHOULD BE CONNECTED BY A 3 PART UNION. NO SOLDERED CONNECTIONS ARE ALLOWED UNDER GROUND. A WATER SERVICE FOR EACH LOT MUST BE INSTALLED PRIOR TO ACCEPTANCE BY THE TOWN. ALL SERVICE CONNECTIONS ON EXISTING WATER MAINS SHALL BE MADE BY DULY DESIGNATED EMPLOYEES OF THE QUEENSBURY WATER DEPARTMENT. SERVICE CONNECTIONS ON NEWLY INSTALLED WATER LINES SHALL BE MADE BY THE PROJECT DEVELOPER. AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATION OF THE COPORA77ON STOP, CURB STOP AND CURB BOX AND LOCATION OF COPPER SERVICE IN RELA77ON TO CORPORATION STOP. THE DEPTH OF SERVICE LINE SHOULD ALSO BE INDICATED FOR EACH LINE. AN INSPECTION OF EACH INSTALLA77ON SHALL BE MADE BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING. MFTj=DC MATERIAL - CLASS ALL METERS SHALL BE MANUFACTURED BY BADGER METERS, ORION RADIO READ STYLE. ALL METERS 2" OR LESS ARE INCLUDED IN THE SERVICE CONNECTION FEE AND THE QUEENSBURY WATER DEPARTMENT SHALL PROVIDE OR INSTALL AND MAINTAIN THEM. A SHUT-OFF VALVE (BALL OR GATE) IS REQUIRED ON ALL SERVICES PRIOR TO THE METER INSTALLATION. IN SOME. LOCATIONS A PRESSURE REDUCING VALVE IS REQUIRED. CHECK WITH THE QUEENSBURY WATER DEPARTMENT TO DETERMINE EXACT LOCATIONS. BACKFILLING THE TRENCH AND OTHER EXCAVATIONS ABOVE PIPE GRADE SHALL BE BACKFILLED CAREFULLY AND AS SOON AS POSSIBLE AFTER APPROVAL HAS BEEN GIVEN. NO PORTON OF A TRENCH OR OTHER EXCAVATION SHALL BE BACKFILLED UNTIL THE PIPING AND VALVES HAVE BEEN EXAMINED AND APPROVED. WHEN SO ORDERED BY THE OUEENSBURY WATER DEPARTMENT, TRENCHES AND OTHER EXCAVATIONS CONTAINING UNFINISHED WORK SHALL BE FILLED IN. BACKFILLING SHALL BE DONE WITH DUE CARE TO AVOID INJURY TO THE PIPE OR ALIGNMENT. SUITABLE MATERIAL APPROVED BY THE QUEENSBURY WATER DEPARTMENT SHALL BE PLACED EVENLY AND CAREFULLY AROUND AND OVER THE PIPE IN 6 INCH MAXIMUM LAYERS. EACH LAYER SHALL BE THOROUGHLY COMPACTED UNTIL 1 FOOT OF COVER OVER THE PIPE EXISTS. ADDITIONAL SUITABLE MATERIAL SHALL BE USED TO COMPLETELY FILL THE TRENCH. TAX MAP # 296.12-1-12 & 14 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. APPROXIMATE FINISH GRADE SUGGESTED: POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER 12" MIN. COVER d d, 4" PVC SDR -35 2' INLET LIQUID LEVEL OUTLET MIN. SLOPE 1/4" PER FOOT 16" 18" MIN. WATERTIGHT SLEEVE AND SEALLo (TYP.)w ? Q Z Q, t 1250 GAL PRECAST =p "� CONCRETE SEPTIC TANK (4 -BEDROOM DESIGN) MINIMUM 2X WIDTH MAXIMUM 4X WIDTH SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED. T/1�VI� SEPTIC AIV DETAIL NTS l• TANK SUGGESTED: INSTALL POLYLOK PL -122 EFFLUENT FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER DISTRIBUTION BOX 1/8" PER FOOT DArrLG USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER TO PERFORATED TRENCH PIPING, 1/8" PER FOOT MIN SLOPE 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED & ESTABLISH TURF GRANULAR BACKFILL FREE OF STONES OVER 2"� FILTER FABRIC MIRAFI 140N OR EQUAL 2" IN. 6" 2' TRENCH WIDTH 2" MIN. DROP BETWEEN INVERTS 1� MIN. COVER ESTABLISH TURF ON CUT SLOPES 2" MIN. & SWALE SIDES & BOTTOM OVERFILL TO ALLOW FOR SETTLEMENT 6-12" 12" MIN. X3/4" TO 1-1/2" WASHED CRUSHED STONE ABSORPTION TRENCH SECTION 2' MIN SEPARATION J REMOVE EXISTING ORGANICS-1TO EXISTING GRADE & SCARIFYSOILS PRIOR TO PLACING SYSTEM FILL RAISED ABSORPTION FIELD SECTION o o q� 12 f O O. O. O O O O 0 (D.0. O p. �o0 O o �. Oo 00 O 0 INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION WITH BOLTED COUPLING BAND 12" MIN. DOT MEDIUM STONE FILL 10' LONG BY 6' WIDE / NTS GRAVEL SURFACE; 3,5" NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO ql 95% STD. PROCTOR o STABILIZATION FABRIC 12 t NATIVE ORGANICS & TOPSOIL TO BE REMOVED FINISHED GRADE CULVERT PIPE BURY END 6" INTO SOIL 4" MIN. #2 STONE GEOTEXTILE FABRIC; TENCATE MIRAFI 140N CULVERT END SECTION DETAIL NTS >o 0 0 _ o O OO0 O .O O . ��O0c0 D r--) n o, 4" MIN. TOPSOIL NATIVE SOILS 12" MAX 2" MIN. 6' 3/4" TO 1 WASHED CRUSHED S TOPSOIL ENTIRE FILL AREA, SEED AND ESTABLISH TURF SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ASPHALT DRIVE DETAIL NTS ______ TOP OF SWALE______ SECTION 12" MIN. 3-6" RIP -RAP wT. INFILLED WITH %. #2 WASHED``'^ i CRUSHED STONE ^` 6" MIN. 1-2" CRUSHED STONE ER FABRIC DITCH BOTTOM -1 H BOTTOM \ SPACING VARIES, DEPENDING ON CHANNEL SLOPE `. `��TOPOFSW ..... 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR STABILIZATION FABRIC NATIVE ORGANICS & TOPSOIL TO BE REMOVED 3" MIN. ELEVATION H(ft) SPACING= 'amu SLOPE ft ft PROFILE CHECK DAM DETAIL NTS FILTER FABRIC MIRAFI 140N OR EQUAL. INSTALL EROSION CONTROL BLANKETS IN SWALE & 1 CUT SLOPES, NORTH AMERICAN GREEN S150BN OR EQUAL ,,&110 i� 3 BOTTOM WIDTH VEGETATED DITCHLINE DETAIL NTS SLOPE 1 1' MIN. DEPTH 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 140N OR EQUIVALENT -4" PERFORATED PVC LATERAL, SLOPE 1/16" - 1/32" PER FT. ABSORPTION TRENCH PROFILE NTS NOTE: SEE SITE PLAN NOTE: GUTTER DOWNSPOUTS TO FOR AREA AND GEOMETRY BE PIPED TO RAIN GARDENS WIDTH PER PLAN -3" MULCH — NATIVE PLANTINGS, 2 uWvviVUSEE SCHEDULE RAIN GARDEN DETAIL END 6" MIN. CONSTRUCT BERM AS NEEDED ROCK OUTLET WEIR, LOCATION & EL. PER PLAN RAIN GARDEN PLANT LIST FS7YM7 BOTANICAL NAME COMMON NAME SIZE REMARKS cuoloc IV v✓V ILEX VERTICILLATA NTS - FILL AS NEEDED TO PROVIDE TYPICAL ABSORBTION TRENCH MG SYSTEM FILL MATERIAL WITH PERCOLATION RATE OF IN-PLACE MIN/INCH, COVER FOR SEPTIC TANK & (5) REQUIRED EACH 60' LONG B & B MECHANICALLY STABILIZEE WITH FOUNDATION BACKFILL OF 2' WIDE PIPE -IN -STONE BEEBALM TRACKED EQUIPMENT PLANT 8" ON CENTER 6' TOTOP 7' TYP. 15' MIN TAPER TRENCH 2' TYP TRENCH WIDTH 6' TO TOP 20' MIN TAPER CONTAINER GROWN TE OF TAPER SPACING SF AS ONOCLEA SENSIBILIS ASTILBE JAPONICA "RED SENTINEL" OF TAPER LOW SIDE -SLOPE EXISTING GRADE 1 ,. .•FYICTIAI/` connc 2' MIN SEPARATION J REMOVE EXISTING ORGANICS-1TO EXISTING GRADE & SCARIFYSOILS PRIOR TO PLACING SYSTEM FILL RAISED ABSORPTION FIELD SECTION o o q� 12 f O O. O. O O O O 0 (D.0. O p. �o0 O o �. Oo 00 O 0 INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION WITH BOLTED COUPLING BAND 12" MIN. DOT MEDIUM STONE FILL 10' LONG BY 6' WIDE / NTS GRAVEL SURFACE; 3,5" NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO ql 95% STD. PROCTOR o STABILIZATION FABRIC 12 t NATIVE ORGANICS & TOPSOIL TO BE REMOVED FINISHED GRADE CULVERT PIPE BURY END 6" INTO SOIL 4" MIN. #2 STONE GEOTEXTILE FABRIC; TENCATE MIRAFI 140N CULVERT END SECTION DETAIL NTS >o 0 0 _ o O OO0 O .O O . ��O0c0 D r--) n o, 4" MIN. TOPSOIL NATIVE SOILS 12" MAX 2" MIN. 6' 3/4" TO 1 WASHED CRUSHED S TOPSOIL ENTIRE FILL AREA, SEED AND ESTABLISH TURF SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ASPHALT DRIVE DETAIL NTS ______ TOP OF SWALE______ SECTION 12" MIN. 3-6" RIP -RAP wT. INFILLED WITH %. #2 WASHED``'^ i CRUSHED STONE ^` 6" MIN. 1-2" CRUSHED STONE ER FABRIC DITCH BOTTOM -1 H BOTTOM \ SPACING VARIES, DEPENDING ON CHANNEL SLOPE `. `��TOPOFSW ..... 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED TO 95% STD. PROCTOR STABILIZATION FABRIC NATIVE ORGANICS & TOPSOIL TO BE REMOVED 3" MIN. ELEVATION H(ft) SPACING= 'amu SLOPE ft ft PROFILE CHECK DAM DETAIL NTS FILTER FABRIC MIRAFI 140N OR EQUAL. INSTALL EROSION CONTROL BLANKETS IN SWALE & 1 CUT SLOPES, NORTH AMERICAN GREEN S150BN OR EQUAL ,,&110 i� 3 BOTTOM WIDTH VEGETATED DITCHLINE DETAIL NTS SLOPE 1 1' MIN. DEPTH 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC MIRAFI 140N OR EQUIVALENT -4" PERFORATED PVC LATERAL, SLOPE 1/16" - 1/32" PER FT. ABSORPTION TRENCH PROFILE NTS NOTE: SEE SITE PLAN NOTE: GUTTER DOWNSPOUTS TO FOR AREA AND GEOMETRY BE PIPED TO RAIN GARDENS WIDTH PER PLAN -3" MULCH — NATIVE PLANTINGS, 2 uWvviVUSEE SCHEDULE RAIN GARDEN DETAIL END 6" MIN. CONSTRUCT BERM AS NEEDED ROCK OUTLET WEIR, LOCATION & EL. PER PLAN RAIN GARDEN PLANT LIST FS7YM7 BOTANICAL NAME COMMON NAME SIZE REMARKS cuoloc IV v✓V ILEX VERTICILLATA WINTERBERRY HOLLY 24 - 30 in B & B MG MYRICA GALE SWEET GALE 18 - 24 in B & B BF IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL CONTAINER GROWN PA POLYSIICHUM ACROS7ICHOIDES CHRISTMAS FERN 1 GAL MD MONDARDA DIDYMA BEEBALM ROOTED CUTTINGS PLANT 8" ON CENTER LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL CONTAINER GROWN TE TRILLIUM ERECTUM TRILLIUM SF AS ONOCLEA SENSIBILIS ASTILBE JAPONICA "RED SENTINEL" SENSITIVE FERN RED SEN77NEL ASTILBE RAIN GARDEN MAINTENANCE NOTES EACH RESPECTIVE LOT PURCHASER MUST BE PROVIDED WITH A SET OF THESE DESIGN PLANS AND EDUCATED ABOUT THE INSTALLATION AND MAINTENANCE OF THE RAIN GARDENS. THE RAIN GARDENS SHOULD BE TREATED AS A COMPONENT OF THE LANDSCAPING, WITH MAINTENANCE CONSISTING OF THE OCCASIONAL REPLACEMENT OF PLANTS, MULCHING, WEEDING AND THINNING TO MAINTAIN THE DESIRED APPEARANCE AND IS ESPECIALLY IMPORTANT IN THE FIRST COUPLE OF YEARS WHILE THE PLANTS ARE ESTABLISHING THEIR ROOT SYSTEMS. ONCE THE RAIN GARDEN HAS MATURED, THE GARDEN AREA SHOULD BE FREE OF BARE AREAS EXCEPT WHERE LANDSCAPING OR STEPPING STONES ARE PLACED. AFTER EACH STORM EVENT GREATER THAN 1 -INCH OF RAINFALL, THE RAIN GARDENS SHALL BE INSPECTED FOR EROSION AND HEAVY ORGANIC & SEDIMENT ACCUMULATIONS; THESE ACCUMULATIONS SHALL BE REMOVED AS NECESSARY. THE TOP 3 -INCHES OF PLANTING SOIL SHALL BE REMOVED AND REPLACED WHEN THE GARDEN LOSES ITS INFILTRATION CAPACITY AND WATER PONDS FOR MORE THAN 48 --HOURS. COMPACTED SOILS NOTES SUB -SOILS COMPACTED BY CONSTRUCTION ACTIVITIES AND HEAVY SILTY CLAY SOILS SHALL UNDERGO DECOMPACTION BY MECHANICAL MEANS THROUGH DEEP TINE AERATION OR DEEP RIPPING. FILED Warren County Clerk March 19, 2015 11:40 a.m. WASTEWATER SYSTEM DESIGN 4 -BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD SEPTIC TANK - 1250 GAL ABSORPTION FIELD - ABSORPTION TRENCHES IN RAISED CONFIGURATION USE: 24" WIDE PIPE -IN -STONE ABSORPTION TRENCHES DESIGN PERCOLATION RATE IN FILL MATERIAL = 11-15 MIN/IN APPLICATION RATE = 0.8 GPD/SF ABSORPTION TRENCH AREA REQUIRED = 550 SF 2' WIDE ABSORPTION TRENCH LENGTH REQUIRED = 275 USE 5 LATERALS AT 60' LONG 300 LF TOTAL TO BE PROVIDED BASAL AREA BASAL AREA REQUIRED (0.2 GPD/SF) = 2200 SF WITH (5) 60' TRENCHES AT 7' SPACING ACTUAL BASAL AREA PROVIDED = 35x65' = 2275 SF GRAVITY DISTRIBUTION TO BE UTILIZED - ESTABLISH HOUSE ELEVATION AS NEEDED TO ALLOW GRAVITY FEED FROM SEPTIC TANK TO ABSORPTION FIELD. POTABLE WATER SUPPLY TO BE TOWN OF QUEENSBURY MUNICIPAL WATER THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI -TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRANIED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. FILL MATERIAL NOTES AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION TRENCHES AND TAPER AREA. "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 257 OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 2 -FEET BETWEEN EXISTING GRADE AND BOTTOM OF ABSORPTION TRENCHES. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE MOUND AREA AND TAPER AREAS. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STA77ON MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. TAX MAP # 296.12-1-12 & 14 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.