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2000-675 TOWN tjF QUEENSBURY 742 Bay RDA Queensbury, NY 12BX5902 (518) 761-8201 Community Development = Building & Codes (518) 761*8256 CERTIFICATE OF OCCUPANCY Permit Number. P20000675 Date Issued: Tuesday, June 18, 2002 This is to certify that work requested to be done as shown by permit Number P20000675 has been completed. Tax Map Number. 523400-296=008-0001-003=000-0000 Location: 39 LONGVIEW Dr Owner. BEECHWOOD INC Applicant: GLEN AT HILAND MEADOWS, THE This structure maybe occupied as a: By Order of Town Board Duplex TOWN OF QUEENSBURY Fireplace �j Garage - 1 Car Attached /� �{ 0 � ! �'h Dizectorof Building &Cade Enforcement ot TOWN OF QUEENSBURY (E?w 742 Bay Road, Queensbury, NY 12804-5902 (518) 761 -9201 Community Development - Building & Codes (5I8) 761-8256 BUILDING PERMIT Permit Number: P20000675 Application Number: A20000675 Tax Map No: 523400-046-000-0002-002-002-0000 Permission is hereby granted to: GLEN AT HILAND MEADOWS, THE Owner of property located at. 45 TALL MEADOW Rd in the Town of Queensbury, to construct or .place a Duplex at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Owner Address: , BEECHWOOD, INC. DIB/A EDDY PROPERTY SER. { & THE G.F. HOME, INC. 2212 BURDETT Ave HOME,INC. TROT, NY 12180 Contractor or Builder's Name / Address Electrical Inspection Agency A.O.W. ASSOCIATES INSPECTOR, THE 185 JCIRDAN ROAD 543 EASTLINE Rd BALLSTON SPA, NY, NY 12020 TROY, NY Type of Construction: Duplex Value • S 11499$3480 Plans & Specifications 2000-675 UNIT 8 - BURDOCK LANE $277.00 PERMIT" FEE PAID - THIS PERMIT EXPIRES: Friday, September 06, 2002 (If a longer period is re+queired, an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury he€are the expiration date) Dated at the Tow ensb ; Wedn slay, September 06, 2000 SIGNED BY ee?4V711 for the Town of Queensbury. Director of Building & Idpw YodcNhforcement f �sr z ctrr�, 1 -�cr-lr l t Application � Town of Qi' eeiisbwy - f�rpr. r+f Crrrrnlllrrlifv 1)r►^r lulrrrrr^IN, 742 An^ Road. [)rre rer.rhurv. Nt' 12!' )4 1761 825,61 :OTICE BU1LV1NC ,fc CODEE' NF" ORCEAfENTLN T 12Ntl1rerllc1lts prior to issne.Ince A Permit must be obtained before of this pertnit: PERAfIT FILE No, a.� 4� °,� — tom beginning cxinslruction. No inapoctir>ns f'EIiA/!7rlLC f' i/!] / !� +af will be "do until applicant has received L-1 Zonbog Duard Acflo►r a '4+Ai,10 BUILDINCI PERMIT. All Area I Uwe npplicanta' spaces on thin applicutiun ft(:-CHErt ION FEE PA $ MUST be completed and ilia signature O Ple "tl►rg ttoard Action M Of the applicant must appoar an tho ItGYffiWlif) LfY. -- Sr'R i Ssitxtivinic>n / Cilhcr flnq In.,rrr.nr W_ licatian frirm. rti..r �. Recrealion Fee Payment Applicant: �A� ^�0 , k� ^ sL3pC.�IIx+-e.$ � +_yOwner: f✓ �� C� Address: _t_� ? �+ 1 •LJFt ]'I' btA-h� �Jl vv, L yvw.v Phone # { L j_) __ tt � + _ 1'hort/e # ( 5r _ ) 50Z4 properlyI..ocation: VN { 1 - oG•k- L.G� ue { I�4Cd,n.1 ' � [ L 'I ax Mmp Number I l "�' '� Subdivision Name : ��1�� ��l�d e�] ��_ Section ]]lock 1411. NATURE 4F PROPOSED WORK * ESTIMATED MARKET VALUE OF THE New Btr ildinra : CONSTRU{CTION t $� residence / catnrnercial Addition to`�uilding : residence / conunercial OCCUPANCY INFORMATION ! Alteration to Building : Pri Dry OnlIvling - residence / commerclal ✓ single Family Dwelling residence / Commercial Two Family towelling no change to exterior size Family Dwelling Office Other Work ( describe below ) MercantL.l.a. Wd MaItUfatui�n [ether GROSS AREA OF PROPOSED STRUCTURE : BUG lst Floor . . . . 1 �4�3 ft . if ADDI 'ri0tr _ what. will use of new addiLi©rl be ? 2nd .F1'oar . . ..l;' . . sq . ft . Other Fl.uurs . . . sq . ft . ( not unfinished cellar or basement }5� ACCESSORY I�U >rLD > Ncs t Port fs 2 Detached Garage 2 car TOTAL FLOOR AREA : SQ . FT . Attached Garage 1 2 car Private _ Storage uIIding SIZE OF NEW STRUCTURE ; Commercial Storage Building Other FEET 3{ FEET Foundation Type : tb]JG FDv"r1W0 /5WX)4 WA"0� Will nny second - hand or ungraded Number of Stories : �( lumber be used ? if so , for what ? ( habitable space orally ) r u NCB Height ( grade to ridge ) * _ (d feet TYPE OF ITEATING SYSTEM : Number of fireplace and/ or woodstove ( circle all which applies ) to be installed ._ I Electric / oil / as d Forced Hot Air / aseboar / Other 17Vc� EL7 Alt 4WD T P Person responsible for supervision of work as regards to building codes is : LEyrlARD AN6>~#°AMS A&AAtrE _. 3(r FCjD IDS► Dr.P G,BAy AAlA NY. MIS - Neime h dresss phone -7"! Si3S'3 � - Builder * AoQ7 W , A!$'6 Cict1eA ��`� QDKDArJ Ro TCOY_ NY 213(0. Plumber : cltOtJE ;. a rJk r) AA iJY 3 - (ol2lr Mason * N1 f1n I 'Lit NteS D Se >r•1 E io c A V N'I' d � TO I E 1 e c t r i c i a n : ScAt, NUOTADY h1 DECLARATION.• Please sign lrelviv ajler you !rave carefully read die srareruerrl. ,I,o the best or arty knowledge the staternents contained in this application , together with the phins and specifications strlrmilted, are a true and cornlrlete siateniew ttf all proposed work to lie clone oil the described premises and that all provisions of the 13tii1ding C ixic, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with , whether specified or noted , and that steep work is authorized by the owner. Further, it is usiderstrxxi that ]/we shall submit prior to a Certificate of Occupancy •or Certificate or Cornpliance being isstied , an AS BUILT PLOT PLAN by a licensed serve drawn o scale showinrg, actual location of project oil premises. Signat `�-.?ure; i m A - La {(5ner, owner 's agent, architect, contractor) k j Fire Nl;1rS}r:rl'4- (}!'[7tc: ' Town ett I?ttale•lttilru ! ti , 742 t3:35 E2u;at1, (�Ilca ras!lttr \ S ' i ( 518) 761 � E Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appiiances DateI .r� yy, Permit No . ,pr €1" r1pl�Iict. Fit rr r.5 !rr-rrchl rrrrrrl� Ira xhc f3irilrrirr tti C rrrlc 1 C7l rr {• rrf r Fha- l.s:srrctrrce ral P cr 81(ilelipw (rrrd e+`roux f�urstruul la xhe F1,'ety York .S`Fcr1r� I-7r`e f'rc t�r.•rrxirrrr crrr<,+ f3rrilrliFrs L 'r +rf<•. I7Fa- ul�lrfir'rrrrF rtr- n!s')Fc•r• I i agr ce.s 10 co)1rl)Iv with cdl 'rrfrfalieeIh1e lrfats, urcfirrurrec.ti, r� rrrlrrFiz reti , rrr rl rtlf c olrrfilirrrls• xhax are pul-I ra/ E FIFC'.5'G• ra'rftrir rneFxts rtnrl also os'r'1l (,rllraa.t rdf MspeclooW 10 erattF 1)rr�Frti.s �., 10 Peifcr)-,n rerlrrir-erf iFx,sf�cr:linrr.s- I NOTE to applicant : Rou'. l1 - in and Filial Inspections are required . 0 Applicant Tnf'or rxxat%on Fuel Burning .Appliance Iixfox-rxxatiotx al>propr'iate words) i\arrie:-� {• • f47 Slat c : W001l coal pellc�f Fireplace insert Address: .�1� 's rr✓r Fireplace, factory- I_juilt: woccrrt ---••;1�.+'4•' /�i'i' J � r Fireplace. masOilr r fly' Phone : �, Ft.rnace' woodT oil ] f non -masonary applicance, please provide / / i Qsvner; — .c2L ,fir n rY .J+ t- . 1 9alltzfacturer Name: �e- Address: 1;;�/ 7lf' Model Number: Chimney Int'or-mation Phone. `fr'•c77t 5r�.,? r/ i5< ircic appropriate words) Masonry block brick stone Flt1e the steel size. �/ 10' inches Exact Address .- ��'"L�'€r + { ram, of coeisrr•rectiorr or irrsrultrrtfarr FaCtprV-Btlili Miami Fact m-er Barre: ' Model ?ti°Umber. j l'ote: Listed By: t CO"SP-uctiorr 1117stallation xrrts — - I� urx�l�er. t r Coll osvit to NYS Fire Pret=entio;1 & RilildiFtg Indicate circle citi r COcte. Cattstrlt available Tott•lx of+Qjeeeusbw-ar (circle) aztne} Fx�saterial ; Handouts r-egar•ding requil-ed irrspectioFts. Double wrr1! Trif3lc !! all ! Irr.s:rlrrre'r! I LJrr cc't t r•rrrirt Clrirrrrrei f.irrcv I If G'tZ+�.al.�n@.Y� yf�i �L7��t;i�rit ate tG — '.1't7•w-.•. �c]►.� -- E I f'�r•c' :tlar•.s'hol Coaj? # �q . o • yJ asr<m, r.� f S ti C'rrllc•c Fc•r! 4 l2rfirrrrlc°rr` h'c c'r•it ��tl fi•r�rrr Ii <�firrrrl�r! Frr1.' rrrfrfl'c'-s'-ti . d l73 3339 f190J Pxrf�lic SnJen ��'() d - ---...----- _ _._—.. - --- - t 233 2655 (2330) h?inor• Scrle.v - -- -- -- — - - - � Ar3l j White (Applicaazt) G! e!I ( Fire Marsha! } 'elln55 t3ldo . .) f � t7cE�l. 1 Pink ,S. C;nlilllrRCrd (Casltaer's f3cE)t. ) ! I OIL 1,I f.l i-' Irj Il} 1tJ U fl 11.10 fir fo jt, ty !I' fu IA ;If off I!f 11 1 t l +If t 1, • , 2' h l t l (!' to ul 1 t>+ YU1 I '• oil 01 111 ill '+i Ili (al l't it I" IV I+ ul 1LA fit ;tl + ` II IP ILL Ill 11, 1 41 14IS U CI II I ,. tl it 1+ : ` to 14 in fit it1 U 1i to 1I I) (} I+) 1I E ., IIt +,� to ! 1 in I 10 to to 0 to I I to I I" ' lrl Ill fl. I-` , ff ti l+ t4 f '' ll ii 11 It So fI tl1 i '' Ifl tl rl , I'I hl ti tl. i1 to to I) N I ' t}, ( ' II! III IP j1 10 1) jl�� �� 1'f t+ it i{i !1 iL Ih II t3 �'i 1.1 t(1 li+ 11 1� i1 �i if `ti [ I II I) II ft[ tI i+ lu D It 1 II+ t) f , IG tl '� Iq <l ► t 114 fh , to I; Pi I t to 1 j"IJ l,1 jl` if IV a I I1 110 ju !.; 14 1) 1-. I•' } It tit I ., i 01 11 i i±} it it 1 .. !(u i .. I : It I 1 it) t: 1 , 1 � 11 to (i 11 i,Y IA � 1 4 .. [j ti i' +tl 'tl I ) 11. i IP I I 1 J it 13. ' i'I 1 iu t; x r( t+t t i i tIlla to ,H r a �1 y) (tI Ii, , t 1 ; fu 011� 11 ! II IfSS �1 I I, (i f-' f-' to lu I' f � I •" �p � .. f I ' a: 11 I t ` 1), i). �J I " +•; t) I I .. t� ur [it 0 +"I I) ii N G1 ill to to () ! 1 t 4l II n t4 IV to act .ti .. III c �, tl LA f to II I ' �} f1' !o ; ,• (o ti tl I ;i; •Y; !�) U In tI '! } iP ()' IV t} ( I), 1l IlI In t 1 Lt 1 ;1a to ~I N I i f{I IV 1. HI { ! Ili ff 1I tP 11 I) .F tf In {1[ t8 to I.I fP !A II 11 Ut rJ 14• I + 14 10 rl fit ; l! 1 f iG l f 1), 1.1 j) C @ rf� 1 ' I,j I +rl't! t C' Isl I t 1(y (1 D UI 1I 11 I .. jutto fu (I n all 1 i + i 4l I1 it II I I1' I (P i1 ,11 111 Iu 1 ; �1 fy 't� 0- 111 1111,, 1)4 1!} t itI 1,a f). j). 1 f to tot ` I r. Iu +4 I ] 1} 1� 1tl II' 144 to ' [I II la lu Ir �. I), in ui ' � -~ r! LI y; 1'1 tG '31 i IIJ f) Lai (� 1 ' (_I +U I+1 Ill 11 n I ) fi r ;I s; I I > 1 I III +il I i) f l rI !6 I f, [] j+ '11 w tp 1(1 to !P 4'1 oil iG IP _� ' IG F'i I -" n t1 1-' r" all ]a 1). oil ,,� n t). 1t tl i ' 1 l ' II ;IJ ( 1 t 1 �! I I +� l i ±1 J '• ftt f I I' l .. 1.. j n I ( L N l ,�u1. + 1d to c I U{ b 0 Ira it} if (P rt) 0 all to Cl p tG A+ t �, ri• N N N ! IA I t+u C Ill Iu j it alj Iil 1) 1 IU .. +1 � ti i I " ID ;t; r•' t 1 11 ( 11 1 + p {� ry f„ 11 , I iti1, t] tt r �)i4 !n I h f: to tl i ,- �,� i l .+' dt 'tl N 1 � IA t '• ;u ;u ;u :at ;+r ;u ;+L ;u ;a1 ,,� �1 [a lu al I it t'1 t1 ;ti rl 10 to i t I 1 ' 10 i ON 1 j �q 11 to I h 1 11 1 it if N UI 1-+ r#I a RESIDENTIAL FINAL INSPECTION REPORT r` Office }1Io (518) 761-8236 hate inspection request xecefTE Building &. Code Enforcement DepL of Community Development .Arrive Town of Queensbury s 742 Bay Road Queensbury, New York 12804 { e NAME �c N '� T 1 ► • A nJla a ` Yak [ti csc .'�.Mick Gk)13 (lD I .fir TYPELOC OF S �^ � • T G1i C-C� �' ?i1 l ck r-� � �L..J TYPE OF S fRUCTLi '" [, N/A YES NO COMMENTS Chimney I3eightP'B" Ven Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete. Interior/ExteriorRailli_ngs 3 to 36 Exterior I landrails, baleoru ; lan I g in. or more Interior Handrails stairs bowsides or more risers Grade 2% away four on $" cle arratic, to Sill Gas Valve shut-0ff IS" above grade Gas Furnace shut-off wi 30 feet or within line of site Oil Furnace shut-off at en to furnace area Furnaace Sot 'WaterI3eater Relief Valve(s) installed Headroom, 6 ft, 6 in. on rs Basement stairs, 6 ft. 4 in, I- andrail exterior stairs bo sides more than 3 risers Interior privacyJtrinur rnaixi entrance 36" Floor Finish Bathroom J[{itchen wa. ght Interior H,amdraiIs Bal � A�+�d:_� 18 in, or rtore_� Railing across window stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroccmifans Plumbing fixtures Foundation insulation J/4 hour fire do"Idoor closer Garage fireproofm Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room Safety glazing 18" or less frcmi Haar Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue CIC (Certi f, of Compliance) p Okay to issue temp. C/O (Certif. of+Occupancy) • ` KID � Okay to issue permanent C/o (Cerkif: of Occupancy) J FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) T61 -8206 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVEEJ NAME Ao LOCATIONS lA&CCvco& PER IT #tom-'_ -4i SCHEDULE INS7PECTION ON PAN APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS _ EMERGENCY LIGHTI G FIRE EXTINGUISHER FIRE ALARM SYSTEM FIRE SPRINKLER SYS _ FIRE SUPPRESSION S TEM HOOD INS TIO �- INTERIOR FINISHES STORAGE: CLEARANCE T SPRINKLERS CLEARANCE T HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE _ FIREPLACE ❑ MASONRY FACTORY BLT. OUCH-IN ❑ FINAL REMARKS- *WOK TO THIS DATE WER INSM"m GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection requc& received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Depart inor's Inifaa NAME: PERMIT" I,CCATIClN: DATE T"1tPE OF STRUCTURE: RECHECK N/A YES NO COM?vIENTS FootingsfPien Monolithic Pour Form Reinforcement in Place The contractor is responsib or providing protection fm g for 48 hours following thTsite of the concrete. Materials for this purpose o Foundation/Wallpour Reinforcement in Place FoundationfDampproofin Backfill ApproLval Plumbing Und Plumbing Vent/Vents in P ce Rough Plutnbin Heating Rough-In Insulation .Foundation Walls Inter or R- Foundation Walls Extei 'or R- Floors R- Walls R- Ceiling ' p Duct work or piping =Rw unheated spacesPro per Vent, Attic Vent Framing Jack S?uilQ/Headers BracingMridginjz Joist Bangers Jack PostslMwn Beam Air infiltration Barrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin 3 GENERAL INSPECTION REP RT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road y Queensbury, NY 12804 Arrive-;CCWn�, g '''�..,.�-.--�.�part Inspector's Initl _ NAME: �-_��� PERMIT # L(aCATICtN. '� � �� � DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is respo ble for providing protection f f vezin for 4$ hours following pla ent of the concrete. Materials for this purpose o s' FoundationlWaltpour Reinforcement in Foundation/Dampprooling, W_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place ugh Plumbing.- Hewing Rough-In lation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- sV�1 L 117tt? k, ��1[ y , e Walls R- Ceiling P cs t_. 4% - Duct work or piping in unheated. spaces R- Proper Vent, Attic Vent Frami Jack Studwl4eaders Bracing/Bridging, Joist HarigerS Jack Posts/h3$in Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour �,. Firestoppin GENERAL INfffCTIQN REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive ? a.�fallNepart m Inspector's Inki NAME: PER N11T + LA)CATIQN- -� L — P-•S ?C DATE : 1 TYPE OF STRUCTURE: - RECHECK NIA YES NO COMMENTS Footings/Piers � Monolithic Pour Form _ Reinforcement in Place The contractor is responsible r providing protection from ing for 48 hour's following the p ent of the concrete_ Materials for this purpose on s 1 Foundation/W ur Reinforcement in Foundation/Dan proofing Backfill Approval _ Plumbing Under Slab lumbing Vent/Vents in Place Rough Plumbing. Heating Rough-In le� izs Insulation Foundation 'Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R. Duct work or piping in unheated spaces R- 'roper Vent, Attic Vent /Framing Jack Studs/Headers Bracing,Brid ' Joist Hangers . Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Scaled xre Wall 2, 3, 4 hour Firestoppin � i� GENERAL INSPECT�G►N REPORT ( 518 ) 761 - 8256 Town of Qaeenshury Dept,. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queenshury, NY 12804 Arriva7'~.� am Depa a Inspectors Ini NAME: K PERMIT # IACATION: �_DATE TYPE OF STRUCTURE: �.- RECHECK NIA YES NO COMMENTS FootingslPiers �� I Monolithic Pour Fortin Reinforcement in Place The contractor is respa e providing protection fro frcezi for 48 hours following t ke pl t of the concrete_ Materials for this purpose bn site Foundation/Wallpour Reinforcement in Place Foundation(Dampproofmal Backfill Approval Plumbing Under Slab Plumbing VentJVents in P Rough Plumbing Heating Rough_ Insulation Foundation Walls Interio R- Foundation Walls Exterio R- Floors Walls Ceiling - Duct work or piping in unheated spaces Proper Vent, Attic Vent 00, Framing. Jack Studs/Headers BracingAE3fidgi Joist Hangers Jack Posts/Main B Air Infiltration Barrier Fire Separation 1, 21 3, hour OF Penetration Sealed Fire Wall 2, 3) 4 hour Firestoppin GENERAL PECTIC]1V EPQRT ( 518 ) 761 - 8256 -' Town of Queensbury Dept. of Community Development Date inspection request Leivedo Building, & Code Euforcementt 742 Bay Road Queeusbury, NY 1280i4 Arrive-7g Dep is Initi -- / NAME: -: . # 7 7 LOCATION: 1c�rr �13Q (" Lr1►� � ATE : —1t� TYPE OF STRUCTME: RECHECK N/A JYEO CC}PvIMENTS JEinforcentent otings/Piws onolithic Pour Form in Place o The contractor is responsible for ' providing protection from hwzing for 48 hours following the placement of the concrete_ Materials for this purpose on site Foundation/V4'allpaur Reinforcement in Place FoundationlDamppraa Backfdl Approval S. Plumbing Cinder Slab Plumbing Vent/Vents in Place Rough Plumb' Heating Rough-Irt Insulation Foundation Walls Interior R- Foundation Walls Exterior R-� Floors R- Walls R- Ceiling R-;' Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging— Joist Hangers Jack P'ostslMam Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INSPEC77ON REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive /, t;L am/pal Depart arn/prn Inspector's Initials cJA NAME: &A/ PERMIT # ZLW;- -7 LOCATION- _ w DATE TYPE CF STRUCTURE- RECHECK N/A YES NO COMNIENTS Footing ier$ - --- E ,( Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose o site Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofin Backfili Approval Plumbing Under Slab 5 Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R.- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping irk unheated spaces R- Proper 'Vent, Attic Vent Framing Jack Studs/enders Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 2� GE ERAL LIVNSFECTIC7N REP RT ( 518 ) 761 - 8256 Town of Queensbnry Dept. of Community Development Date inspection request received: Building & Cade Enforcement 942 Bay Road C�� . 1 Queenabuty, III' 128t14. ArriveI 'l Depark Inspector's Initial NAME: PERMIT # L(JCATIQN; DATE ! C TYPE oJF STRUCTURE: RECHECK N/A YES NO CCl.1NTS Footings/Piers Monolithic Pour Form Reinforccutent in Place The contractor is responsible for providing protection from freezing for 48 hours following the Placement of the concrete. Materials for this purpose on site Foundation/Walipour Reinforcetnent in Place FoundationlDampprooftng It -__ Backfill Approval Plumbing Under Slab plumbing 'V'entfVents in Place Rough. Plumbing Keating Rough In insulation Z ' Foundation Walls Interior R- Foundation Walls Exterior R.- Floors R- Walls R- Ceiling R- Duct work or 'Piping in unheated spaces R- Proper 'Vent, Attic Vent Frami lack Stud� eadr er, BracinglBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour, Firoestoppin 30 ev GENERAL 01Y REPORT ( 518 ) 761 - 8256 Town of Queensbury date in tion request received: Dept, of Community Development Building & Code Enforcement 742 Bay Road a Depart Queensbury, NY 12804 Arnve �:�_ � r•s Wttals �j PERMIT # NAME: /---�-,r� y�i IJL'1..1 E - J TYPE OF STRUCTURE: RECHECK N/A S O COMMENTS 1 g piers.-.-----_-- Monolithic Four Form Reinforcement in Place The contractor is responsible for pro"ding proWction from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dam fin Backfill Appro� Piumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Roug}t-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in + unheated spaces R- proper Vent, Attic Vent Frami Jack S,qi WRcaders BracinglBridgin Joist Hangers Jack Posts/Main fin° Air Infiltration Barrier Fire Separation i, 20 3, hour Penetration Sealed Fire Wall 2, 31 4 hour Firestolapin GENERAL INSPECTION REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804. Arrive pats Depart 'tor's Initi s PERMIT # NAME: All DATE LOCATION f.,t _� TYPE OF STRUCI" RE: RECHECK / NIA NO COMMENTSV FootingsMers -V 4 (a to pAonolithic Pour Forth d inforcementin Place The contractor is responsi for providing protection from ttg for 48 hours following the p eat of the concrete_ Materials for this purpose On site Foundation/Wallpour Reinforcement in Plane Foundation/Dampproofi Backfili Approval Plumbing Under Slab Plumbing Vcm/Vents in Place Rough Plrumbin Heating Rough.-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frain Jack Studsfleaders Bracing/Bri Joist Dangers Jack Postwlylain Beam Air Infiltration Barrier Fire Separation 11 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Fireslopping GENERAL INSPECTION REP©RT ( 518 ) 761 -- 8255 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12844 Arrive e° Depart o- ar's Initials NAME, PERMIT # 1j LOCATION: `► DATE TYPE OF STRUCTURE: RECHECK _ N/A YES O COMMENTS Footings/Piers— 1Z FLZ Monolithic Pour Farm Reinforcement in Place The contractor is responsible for providing protection fromfreezing for 48 hours following the placement of the concrete. hUterials for this purpose an site FoundationJWallpour Reinforcement in Place Foundation/Dam ppa oattn Backfai Approval Plumbing Under Slab ` Plumbing Vent/Vents in Place Rough Plumbing _ Heating Rough-In Insulation Foundation Walls Interior R- �. Foundation Wails Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Fram4 Jack Studs/Headers Bracing/Bridging, Joist Ilatrgers Jack Pasts/Main Hearn Air infiitration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall. 2, 3, 4 hour Firestappin �%' " �*wnr �.� '�L.3e "'`w- ]. NOTE: ALL SLOPES 3:1 OR GREATER SHALL RELIEVE BIODEGRADABLE FABRIC OR APPROVED EQUAL FOR EROSION CONTROL. UNLESS OTHERWISE SHOWN OR DIRECTED BYT THE RESIDENT ENGINEER. O� � ti' � — — - _____ -- � - W'V i h..� i - � _ � HAYBALE - - - - ' - -- ---------- -- - - — \N�'f�f�tSTb� -� -t-- -- --- / WETLAND . SILT 4 ��� FENCE L-12 __-- r '� V �, � � � � _ �_ _ -- -� �\ � �e t) �� PROTECTION __._--r i F NCE L-I � , i � \ � - �--�` � � � � � i ' � �; � .' � �, �- `�, 313. f �� � � � 3w.50 -� +33tT.i �i A ��` .� / / ��ti l 2 ��' � ' � �1�4YBALE i �, �\ INTER �PTOR L•I ' 13 A � � ��� �� DELUXE ''�� `?`t .-��� '� � � !UNITS � � � �,� � A V �V • � ! � � Il r UNIT'& W� \ � `� � � � : � � � `u* 1 i 1 � � f 14� ..� � � I � ] � ' ' � " - � � i � �, � i � � i �� � � � ��. � i� � � ��a ��, ��G 1 �, � ' � '� •� �� \ � HAYBAL � �V �; �� ` � STD. INTERCE`PTC1 L•I � •`• �,� �,, �' UNITS �,, �. J� , , 16 �V � `� ��J / ,_ 330.4 - � - ----�-+ 32o.s � �� � � � � ��' ����� TYPIC74L DELUXE IS ,�`, � •� � 17 COTTAGE UNITS � SILT � �_ FENCE L- � '� � t3 ST � � � �� �_ ,� '' ` •` • `J \ � � ..:- �' �. -� �� DELUXE � � ,1 •�,� �- _\. � \ UNITS �;�• � ��.�, � 3 �� � _ � , is 'y*-,'' �-- _, � i � _� :� �4 4 STDa � '' \ ---- 1 UNITS 3 HAYBALE •�• \ \ � SILT \\i INTERCEPTOR L-12 _ -- ��� � FENCE L-12 III \ ` � ��� \ � `•`. �� -. •'� C� ,- �� _2w _ �:�sv � SITE PREPARTAION LEGEND: M���. - � - � � WETLAND PROTECTION FENCE L �i O q DRAINAGE STRUCTURES tSEE GRADING PLAN) •�. . n Q � r 0 !i1 - •� � -SILT FENCE L4f 32 PROPOSED CONTOUR � , , A r: c ��. t e c t s, .. C.... ,. � � HAYBALE INTERCEPTOR/DIKE L_I - - - - EXISTING CONTOUR � , . `■ j INLET PROTECTION e ArChi �C{ure , LI Planning - - - - -WETLAND Interitx Qtsgn k NOTE: WETLAND LIMITS TO BE STAKED PRIOR TO CONSTRUCTION H Y D �.� . - ______ _-..— — WV 11M _ _ _ �. — — � — — �� — — — — � --- — —'"--�.3—WV .80 � �'---_ - -ACC OS ARY C I�1S�RUCTION LS J' � 7 . G 1t, M ��q•. 45 , UM \, ; - / ` I � DELUXE 2 tN11T� �- _ \ � _ _ _ � � _ WETLAND , � �� � �`' � .- FENCE L-I '` --- - \ ` ,HAYBALE 6 � � � ' � � ���� - INTERCEPTOR L-12 ~�' ,� `�` �_ � � ' � � MATCH. UNE tSEE`•, SHEET SP-,�)` � e �.�^. �� ��� ���� .��.:.�. - ��.. _ � . \'. /�, - ' 336.50 + ,� � �� % \ �= � � � }' 336.50 \ � \ �` � � � 43ti Ford Road .. ' � '� Old Chathom � � - \ � �\ New York 1213ti-18t)8 1 � P 5t8 766 5853 - � ,: ' � F 518 7fi5 6275 . 1 � ' E IaoD7Bool.coln � ,,II �l i / I ._« � TOPSOIL � ` % STOCKPILE � t3fO JeCt AREA ' t / - � :.� �` i / ' � � I � �� � � � i INLET, %��� �� , � i PROTE�GTION ts� j , �\ / � � tTYP.) �.�/ I � 1 �, �i �, � � / � � `,\ � � / , _�, ` \,\ � � '�, � ♦` � � � � i �. � i � � j N � �� \ '' ,' / ' !� � HAVILANQ READ � � � � �" � � � � j' � � QU�E[�S$URY, �tY � � ,� i / t HAYBALE �\ 6 �� � _ `- _ ____ _, _ ___" __._ 7 FENCE. L_! � � / �� � GIVI) CI�C� LclndsGc�G: INTERCEPTOR, e � - � �.,:A. �'GUp ,� tTYP.) c �\ EXTEND WETLAND PROTECTION FENCE ' � � ' � � � � ,� � � � '� � �"� �I� ���� "'t" � � �� '���° ALONG WETLAND TOP / /�� - - � Php�►: 't`SIbJ �8'!-bl�TO I'+�: >�1�b`� 7-�'?ii�! �',�'�; � / • �� _- ''--_ ' jh j { � j � = j � �; '� � / � � echctn IGc,� l - _ v v � / IN BEDROOMS t�<a�Uld 5Cu'1C�Cr�, t°.t: �. �` a \ � � �- � � - DJA �0 B ' � � ��100R LEV L r�.c+. �i�, �t �eM, - rt�r, tit s 2z � tmhone� t'Stb) �t4-4bZ2 �c� f5 � r�;� , UDING �R , ENY ALL SMOK�t °° RS-SNA � NHEC DON ALL k�V LS. electrical: :�,.� �� � � � � MAC En ir)G�r iri ' � / ., ' 960 Gca�it� Rdcadl, Gltfton 4warlc, MY � �,. ��� /� /� j ii L � l� � Phone: (518) 8"i'"I �'S40 Fdx: t�5J8�•" �. '' SITE �REf�. F�� � � �� F1Y 0 wE Y � � �E �. SCALE: 1" _ 50' `3 NOTICE ;�. ' .NORTH FOAM INSULATION MUST BE COVERED scALE: t• • � BY A 15 MINUTE THERMAL BARRIER � � ,� �� TOUfii �^� �UEENSBURY BUILDING DEPRRTMENT � � ' �'�_: Lased on our �mited exartbnatiorl, u: aeewawl :. +: « �. n� compliancewith our comments shall a�„��pi �o � r: c, �,�- not be construued as indicating the , � r» « � '�" `� plans and spectifrcat�ts are � ftdl °' +'� � : 9.rwha .�o.l ,.+�. a....� er Via•• compliance with the ode. � . p. G �' NOTI CE � ' Droving Number KRAFT PAPER INSULATION MUST BE TOWN OF QUEEN URY - Y �� COVERED 6YNDN-COMBUSTIBLE BARRIER ` � r Mill BUILDING & S PT. �" � } � . �`� REVIEWED BY �"� t . �., �� � oata:. Apr i 11, 20�© � '�� .�� r _ - �� v. , ,� ,,, . � -� � � � .,.:.. .. 1 00 R_ BEPCHMAR�; LAYOUT LEGEND: Li ? 6� H Q r `; PC POINT OF CURVATURE A 6 9 e r 0 m e M1 0 ST 10, R T H F_ 1� i- { PT POINT OF TANGENCY A r c h i t e c t s, P. r A R F� 1)'A PRC POINT OF REVERSE CURVATURE �- R RADIUS Architecture L LENGTH OF CURVE Planning i Interior Design TAN TANGENT LENGTH O UM MEADOWBROOK ROAD HYD �� WV . M U 3—WV ,,, ; �J R40 R40' _ 3-WV STOP SIGN - - - - - - --r— - - - - - o ' 299.43 N C, l M ' 165.65 157.57 �ti�� 147.69��,� ; W 307.61 374.45 PIER FACE U M T„� H T P✓' STONE ENTRY WALL, 3 4 5 25 15'-0' PIER B PLAOUE NI.C. 4 12' 12' BITUMINOUS 50 R.O.W. o CONCRETE BERM L-II �, i ■ . 10P 27.3 STA: 6.61.42 436 Ford Rood SET: 59.00 R 12 Old Chatham R=45.00 13 STA: 5.92.62 New York 12136-1808 / DELUXE L=113.81 °o OFFSET: TO'-0R , P 518 766 5853 UNITS Ton=142.34 Delto=144'54'44" DELUXE F 51$ 766 6275 II — UNITS \' R=250.00 E Ioa070oot.com \ \ `. L=167.02 14 \O Tam=86.76 \ -Aso \ Delta-38*16*45* ject / \ Pro' SO' R.O.W. EXCEPT WHERE NOTED. i CC BITUMINOUS 5 THE DIVIDER WALL BETWEEN CONCRETE BERM L-li COTTAGE UNITS IS PERPENDICULAR OR RADIAL TO ROAD B CENTERLINE- ti •s PRC ' 5.56.88 1 10 STA: 4.13.59 50' R.O.W. / FUTURE DEVELOPMENT PC 4.97. I OFFSET: TO'-0" R STD. UNITS _ 8•00 MAIL BOX 15 o �� �� J• LUSTER ��, STD. UNITS -I STA: 1.96.25 \ \ \ 9 PRC T•84.00 \ \ / 16 OFFSET: 70'-O' R A Do � �� �� �p PRIMARY ROARSTA 3.83.05 ■ _ STA: T•19.42 CULDESAC :� DELUXE 18 OFFSET: 68'-0' R • TYPICAL WEST END ' IT COTTAGE UNITS ,p \� �, UL W 0 00 , STA 8.43.0T \PT 3.96.06 / II o R25' TYP.. \ R= 250.00 i a ` Tan=207.23 I Z�Hilan lmw"8 \ \ 8 Delto=7918'42' 1 \ STDA . �� �� ' UNITS 7 `\ •� :tAd711NxNnllwdl►Jem ft t► $" � ME,dje s4M~of0la'WAalltkMMkl � 9a9570- \/ 3.p,, STOP -yti� \ NAWLAN GOAD %\ 'PO / i SIGN .A F. STA: 7.70.15 _ 2,p�p _ iY , t` �. \ QUEENSBURY, NY OFFSET: 92'-0* R (�J O fl�f � i \ p 6 i �C \ Cot+sx4tants � �( DELUXE L-II ic PVMT.tPARKiNG) UNITS TYP. �•=� > o° 6 I '� Givl( and LandGc++�: 20 WIDE I ELUXE IC CONCRETE EJ 1 L.A. 6roVp , �-J - SANITARY i 2 UNITS L-II WALK L-il �� SEWER I 4ii Long AI QOCd`, NY 1 x \ � `� _ - - - - - �� , EASEMENT 4 STD. oo EJ i phona: (516) 1-6100 Fax: MW -0 (f / \ UNITS 3 STA: I.23.23 V STA: 3.55.81 ' _ ■ I ' \ OFFSET: TO 0 L I; OFFSET: TO'- 0" L EJ ! i /e.91"UGt:UrQI: ,z \ oo R=200.00 L=335.46 STA: 2.39.67 Tan=222.52 i �°� ' PRIMARY ROAD STA 6.61.4 - \ OFFSET: 70 -0" L DNto=96'06'07' EJ ' FU UPRIMARY ROAD STA 32#38.4 / EXCEPT WHERE NOTED, L-II EXJTNTYPN i/ / �• DAvtG1 �.,r'nd Ger5, THE DIVIDER WALL BETWEEN SIOe �. P.O. Box 514 t OreNY 1 1 / , Ecali nbt►sh, 2Q$ �\ \ COTTAGE UNITS IS PERPENDICULAR i , R'300'00 FUTURE / „ f�hcx►m= (51Lt►) 4'741-4622 FOX. (516) 4 M � OR RADIAL TO ROAD 'S' CENTERLINE 4 L=109.23 ; ROADWAY i 3 Ton=55.22 ►Qi�CGf iGA s \ X �✓ / f Op Delta- ■ Y / \ \ SANITARY - - - _ MAC Ent�inGarin SEWER ' - - 'O� 00 _ a % 160 Ur lton *400 �1lft4on Park, NY 1,7060' A EASEMENT _ — \ •,� F✓ �l ,i / V �� _ _ 31-00 I°h0 (51�5) .�b?`f�'IS G Faac: t�S0 � 1?9 F PT 30. 7.52 0 Regions X, , �oeo�ue= t � � \ �� � � ��o �� � a� �� ���� ` : � �� �� � � �� �� �+■� � �e� ��� ref • SHEET L-3) \ MATCH LINE (SEE S14EET !-3), MATCH LINE (SEE / / / \ `�B ; 1 EJ .0 'p CONCRETE 11 f WALK LAYOUT PLAN WEST SCALE: 1 " 50' NORTH SCALE: 1' 50 @o eaf seeN �'M = uet dYon+oion •few. �a+h' ! di�eneiwio eo �Re tlna�ieM illrlluoi R N/IiMn 19 �`'A ; Mi dne wd a a *ku" of Ssc. 7= G _ � U. 3 of OwW S EresVm to.f' r*PW � #Ac0" h 0wek P. C. N nNerowf ik ur a ntMebKlia� 4m of on a m" 0 Pw+o lMl low Ise _ .r `. "rm WAN oeowo of,f4ve - rMe�r Drawing Number - a Ls TYP. PAVEMENT LAYOUTS SCALE: 1 •=30-0• f� Date: pt^ i ! �, 2C�0�J FOR COTTAGES _ jll BENCHARK GRADING LEGEND: M O C I��i �� R R WETLAND PROTECTION FENCE STORM DRAIN PIPE WlFLARED END SECTION ._ 7 N j� SEE SITE ARRGVl' •." _ SILT FENCE PREPERATION PLAN fF FINISH FLUOR ELEVATION . r .0 : m e j�� . T - _ VA I;��`J- woman womanHAYB'ALE INTERCEPTORMIKE PROPOSED CONTOUR R rc h i t a c t P. LE i o CB CATCH BASIN AND INLET PROTECTION L_11 e - - - - EXISTING CONTOUR Architecture (aDMH DRAIN MANHOLE L_II Planning Interior Design UM HYD - - - OR) 3-WV _ - '� HjYVu . , UM 330 _ � - - - - - - - - - - - 3 - VW 140. �----- __ 15 .5 - u ^� - - _ - - - - - - 307.61 0 t , ( TE ORARY C 1STRUCTION 5 - i j U M --37 cJ -� ACC S L-I - \ �n I \ / UM 330.80 �� T _J� \ Av eat, �+ \ - I 336.50 335 + .00 \ � x irT ' 0 �O \ 13 Old Chafh FL.ENq \ \ I\\ d Rood / INV. 3fD6.10 I ,y�°�. I \ �,.�\ °° c�m \\ NOW York 12136-1 F ENDiB 1 AA / _ CB#8 i o \ , , / 518 766 \ % OTT OF P 5153 IN 306.00 t• j A I �� ! ��, � \ F 518 766, 6275 DET TION� \ e� \ �� u�j E 1o7Oad.com 1 A ELEV � i % 14` � \ iy ` 1 `` N � W �i � \ cD .00 I I TOP OF ._ �• / \ �a6` \ \ \ I i / I I ELEV. / FL.END;76 _„' 'V! ` A j / - / Project \ 340.00 \ V. CBOT i ISO 516.30 1 db CBil ALL -LKS SHALL HAND IC CESSIBCgEDGE dQ WALK BE .10 \ \ \ 9 HIGHER THAN EDGE OF' IT MI \ FL�NO+ \ .` U \ �, J j \` i \ \ / 16 #2 ERM (TYP.) U \ INV . 306.�0 oo \ TOPSOIL ' FF \ Is STOCKPILE \ INV 10 •� , ��- \\ j 17 1.50 \ \ \\ AREA ( i A X,The' at \ F 315. \ \ � � � � � � / / ate � _ 00 \ r \\/ FAVILAND ROAD B RM . `,QUEENSOURY; NY swam woo \ BOTTOM of : _ \� . V \ , DETENTION •`'� , �' �, '�� J fF \ \`\ _ _- _ __ _ -- /, 1 \ BASIN ELEV. .- _ �;` , Civil C1'ICI 1.dn 306.00 3 i' �/ , 4Wp \/ / V ,Z 4 31�F 3 o� \ r� �' �� 40 �+l1 �,�'IF, atoga 5I $,- t - �- �7 :; ;\ �So I \ i , ; •/ �t / tile) s8,_ �loo Farx- ct�) 1 5trvaturoI: i - M�Chanlc.Il: �4m.' \ FL.ENDiS \ \ P.O. $cox 514, I!ost tpr'eeinbugh w 1206t j _i , ./ / �� Phone: Nb) 4M-4627 Fox: (t►i8) 4'i l \ ', `\ j I� ,l \ \.\\Y \ �- _ _ � \ / �.�� •` I \ �_ ..� NDi2 FLNDi4 � d. -•. ' EleGtrlGAl: INV. Veer InES 00 NYFL.END#3 31• '760 COrlt�DOd �ltFtOM POrV. 310.W I � � Phone: (516) 6-M-1 / OOTT OF DIETE BA OF SIN ELEV. 310.00 ELEV. Revisions %313.00 Poo* INOW MATCH LINE (SE�` SHEET L- / \ \\ ' ' �\ ' �� � `� ! �!!�.. ammonium '��•- , A v. / CH LINE (SEE S L-S) DRAINAGE STRUCTURE TABLE PIPES (NOTE: ALL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#I 324.00 - 320.50 CB#I - CB#2 14 LF 18" 0.5% CB#2 324.12 320.43 320.33 CB#2 - CB#3 32 LF 18" 0.5% C8#3 323.97 320.41 320.04 CB#3 - FE#I 84 LF 18" 0.5% C8#4. 316.56 - 313.56 CB#4 - CB#5 24 LF 12" 0.5% C9#5 316.56 313.40 313.30 CB#5 - CB#6 299 LF 12" 1.T6% C8#6 311.60 307.76 307.26 CB#6 - FE#6 113 LF 24" 0.5% CB#T 311.88 - 308.88 CB#7 - CB#8 95 LF 12" 0.5% C808 311.40 308.40 308.15 CB08 - CB#6 79 LF 15" 0.5% C9#9 320.61 - 317.36 CB#9 - CB#10 24 LF 15" 0.5% CB#10 320.61 317.24 316.99 CB#10 - FE#2 23 LF 18" 0.5% C8011 322.60 - 319.50 CB#II - CB#12 24 LF 12" 0.5% CB#12 322.35 319.38 319.28 CB#12 - CB#13 129 LF 12" 0.5% CB#13 321.65 318.63 318.53 CB#13 - CB#14 200 LF 12" 3.77% CB#14 1 314.35 310.99 310.49 CB#14 - DMH#I 54 LF 18' 0.5% C9#15 314.01 - 311.01 CB#15 - CB*16 24 LF 12' 1 0.5% C8#I6 314.01 310.89 310.64 CB#16 - DMH#I 21 LF 150 0.51L DRAINAGE STRUCTURE TABLE (CONTINUED) PIPES (NOTE: ALL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#17 319.98 - 316.98 CB0I7 - C i18 34 LF 12" 0.5% CB#18 319.77 316.81 316.56 C8918 - D H#2 129 LF 15" 0.5% CB#19 322.65 - 319.65 CB#19 - C90201 25 LF 12" 0.5% CB#20 322.65 319.52 319.42 CB#20 - D H*21 163 LF 12" 0.5% CB#21 322.31 313.06 313.06 CB#21 - QMH*21 67 LF 24" 0.4% CB#22 321.70 - 318.70 C #22 - #13 80 LF 12" 0.5% CB#23 322.00 - 319.00 CB#23 - C #25 57 LF 12" 0.5% CB#24 322.50 - 319.50 C #24 - C1111025 42 LF 12" 0.5% CB#25 323.48 318.71/319.29 318.61 CB#25 - C i2T 107 LF 12" 0.5% CB#26 321.60 314.67/317.67 313.92 CB#26 - DMH#3 117 LF 24" 0.4% CB#27 321.30 318.07 317.82 C #27- 26 31 LF 15" 0.5% CB#28 320.10 315.60 315.35 CB#28 - C # 6 134 LF 18" 0.5% CB#29 319.29 - 316.29 CB#29 - C #30 45 LF 12" 0.5% CB#30 319.00 316.00/316.06 315.81 C8030 - C •28 42 LIF 15" 0.5% C8#31 319.18 - 316.18 C •31 - C 30 36 L 10.5% CB#32 329.50 - 326.50 C8032 - D H#4 234 LF 12" CB#33 324.10 - 320.60 C8033 - D!JH#51 177 LF 18" 0.5% DRAINAGE STRUCTURE TABU (CONTINUED) PIPES (NOTE: ALL PIPES TO BE HDPE EXCEPT WHERE NOTED) STRUCTURE RIM ELEV. INVAS) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE C8#34 323.20 - 320.20 CB#34 - CB#35 47 LF 12" .5% CB#35 322.60 N9.97 319.8T C #35 - DAYLIGHT 2 LF 1 0.5% CORRR GATI DMH#I v3k.R 310.53/310.22 309.94 DMH#1 - F # .. 300 LF Z411 0.4% DMH#2 322.10 8.6/312.T9l315. 312.79 DMH#2 -FfA DMH#3 - CB*- F 24" 0.49E DMH#3 323.g2 313.45 313.45 24" 0.4% MH#4 1 _ 2.10 3i8.60J318.85 318.50 DMH#4 - F # fib F ISO ,5% HOS 324.00 319,71` 319.61 MH#5 - fl H# 123 LF .- �,• 0" - , A )� . Drawing b,: ... L=4 4 0 ® m x 4m� LAWN \ ao 12 13 \ DELUXE �' o UNITS �.. DELUXE y' UNITS MEADOW 14 GRASS \ LAWN ' AS %�� AS m i LAWN 10 `\ V � STD. >o UNITS yi /! a k LAWN LAWN \ a STD. r. LAWN UNITS 7 MEADOW \ GRASS LAWN 6 DELUXE —'�-- UNITS 6 MEADOW GRASS MEADOW GRASS SEE ENLARGED COTTAGE PLANTING PLANS BELOW La o WIN w io 1i1y (m�k._� i y DELUXE 2 UNITS MEADOW GRASS I - N 3 MEADOW GRASS MATCH LINE (SEE SHEET L-10) �' \ /1 TYP. PLANTING, FOR DELUXE COTTAGES LAWN LAWN TYP, PLANTING FOR STAN \ SEE SHEET L-IO \ FOR PLANTING SCHEDULE ]l s: I ' lr►d TH1 tit � RMptr�►oINOr�7uw!liMrN AR i HAVILAND ROAD LAWN�iUEENSBIJRY NY 4 / PNI I Consultonts OR / 2 1 vii and Londscope I % L.A. Croup s 40 Long Atleg SW 5pr , W 1 phone: (5Ib) 56-7-Yblw Fox.. No) W-o MEADOW - _ trUGlr,Al GRASS MEADOW _ GRASS MEADOW GRASS i"IGG%1QI'tlGQl; LAWN H I `-i Potvid Sdnde�rs," P.C. tAM�., P.O. � 514, Fit (9r, ril7joh, 1`Y ICJ �.: Phmw NO) 4101-4622 Fax- `546), 4?01' , Eleatricol: i MATCH LINE (SEE SHEET_ L-K?►AC'!'lti tGr inG� MEADOW 'Il50 Garttcx► #mad. lfWn P�crk, MY IZt". PI OMO: (50) bll-1500 Fax. Nb)o' vlw" , LL LAWN I ARI t r 1 MEADOW % Tht GRASS X f / NOTES- • TREE SHALL BEAR SAME RELATIONSHIP NOTES • \V TO FLASH GRADE AS IN THE NURSERY. ° -> - TREE SHALL tEAR SAME RELATKWV :! 'T . THIN BRANCHES A FOLIAGE AS DIRECTED " `� Q TO FUSH GRADE AS IN THE NURSERY. WHILE RETAIWNG NORMAL SHAPE OF *NEVER CUT A LEADER. Revisions TREE. NEVER CUT A LEADER. 0TREE SHILL BE PLUMB t STtL TREE SHALL BE PLUMS dt STRAIGHT. �a- INSTALL 3 GUYS PER NEE EQUALLY �� ATTACH I/W GALV. STEEL CABLE ti��% SPACED AiuJM NOOTiA )- ATTACH TO STAKE. NOTCH STAKE TO RECEIVE />d`` H CALV SUL CAKES i 2,%S HIQGHT _ CABLE. ENCASE MARE AROUND TRUNK `, . OF TREE. FOOMOE FAWWO NOW 1RRJW IN REINFORCED RUBBER HOSE ABOVE HOSE 70 ENCASE CABLE AWJW y� FIRST BRANCH. SECURE Au ENDS OF ;> SECURE ALL ENDS OF CABLE . W/'' CALV. Title CABLE MATH GALV. CLAMPS, CLAW r 4' GALV. TURNBUCKLE EA. CABLE '< r GALV. 7UNOUCKLE EA. CABLE PLANTING PLAN ro x V CEDAR STAKES. 3 PER 1; f ' X jl TREE. STAKES TO BE SAME HEK�HT, _ �� 2 -0 DRIVEN P ON AN SUGHT ANGLE. i ' STAKES TO BE OUTSIDE Of ROOT BALL. G _ �' 3' • X 2'-O� CEDAR STMfES► 3 P0! SCALE': �" 50' NEATLY WRAP ALL DECIDUOUS TRUNKS TREE, DRIVEN M AT A 2s ANGLE: G. ! TO A HEIGHT OF THE SECOND LOWEST STAKES TO BE OUTSKJE OF 'CAFE PR. x BRANCH (FALL PLANIIMG ONLY) r\ 3" HT. 'lJ1NTBr1G Mq( SAUCER Do lot rare o.o.or - wr er..Mi.nr - - f l 3* HT. PLANTING trflX SAUCER Y DEPTH PBE BW MNJLCH: +liar 0 0 0 a GO Mns 1e ` 3" DEPTH PINE SARI( MULCH: PULL MULCH AWAY MW TRVM, lair eee.,.wMt it N M t o TA01' PULL MULCH AWAY FROM TRUNK. -RtImnm rX = PAGIifl t SO►. _ AMEND PLANTING WY, COMPACTED SAVARMIll 10 10TrAiMi OF 7M II _ CUT ROPE SURROUNDING BOTTOM OF TREEWTU Bt> MULCHM DD NOT «�rwr rN�w, a�rMu ` t TRUNK AFTER BACKFILUNG BUT BEFORE MULCI*C DO NOT RDWA B)N O. #Ai1W 501l. DRAMKA►BE MOUND, SM DRAINAGE MOUND. 00110A9 ED TO !2!iNATIVE Qrgi�ring Hui >er COMPACTED TO 9= UNDIISTURSED SUBGRADE UNOASTURi�D SUB(BtADE - x �� "'H: DARD COTTAGES0 3 DECIDUOUS TREE PLANTING 4 EVERGREEN TREE PLANTING. Date: Agri "I, 2000