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2000-661 T0" (NF QU E E N S B U RY 742 BayRwA QueensbUM NY 1280445902 (518) 761.8201 Community Development - Building & Codes (518) 761=8256 �ERTIFI�TE FOCUPANCYC Pemut Number. P20000661 Date Issued: Tuesday, June 18, 2002 This is to certify that work requested to be done as shown by Permit Number P20000661 has been completed. Tax Map Number. 523400=296-00&0001-003404000 Location: 39 LONGVIEW Dr Owner. BEECHWOOD INC Applicant: GLEN AT HILAND MEADOWS, THE This structure may be occupied as a: By Order-of Town Board Duplex TOWN OF QUEENSBURY Fireplace Garage - 1 Car Attached Q4 4PW ffff}} ! ■�y (' L)_ (/ x use. / r!4J y// {f)j(�A•\{j. Director of Building & Code Enforcement 11 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761 -8201 Community Development - Building & Codes (518) 761-8256 BUIEDING PERMIT Permit Number: P20000661 Application Number: A20000661 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. DfB/A EDDY PROPERTY SER. & THE G.F. HOME, INC. 2212 BURDETT Ave HOMEE,INC. TROY, NY 12180 Contractor or Builder's Name / Address Electrical Inspection Agency A.O.W. ASSOCIATES INSPECTOR, THE 543 EASTLINE Rd 185 JORDAN ROAD BALLSTON SPA, NY, NY 12020 TROY, NY Type of Construction. Duplex Value : 1149983*00 Plants & Specificaiions 000-661 UNIT 4 - BURDOCK LANE $277.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, September 06, 2002 (If a longer period is required, an application for an extension must he made to the code Enforcement officer of the Town of Queensbury before the expiration ate. Dated at the Town Que sbu �ue Y September 06, 2000 SIGNED BY W for the Town of Queensbury. Director of Building & Code En rcement isuitaicrtg .ve"nit .ippl. xcatt011 TOIvn of Queensbitl y - veynr. r jcurrr+++r+rrrry Drvelopolrrvrr, 742 B(tv Bemrl, (hape nbi tt. NY 128(M 1761-82.161 BUILDING A CODE ENFORCEAfENT Rcquirernents prier to issuance 9L A permit must be obtained before of this [lertrtil: !'ERAfi1T FILE NGI, C7o beginning construction. No inspections PERAtlT rGE PAID � will be mada until applicant has received ?,esrrlreg Board AMon a Vl 1,113rrlUILDING PERMIT, All Area I Una !t! CItCATlC7/V 1•'CE ! � nllplicrusl8 glacom on thiq atlpllcation MUST be completmi and Ilia sigrvrture Plartning Board Action I?EV1E1VEi1l 0Y.- of the applicant must appeal' qn the SPR I Srilxtivi*im% I Other r,161nrq fn ,rs-r+nr Elcation fnrrrt. r�.�r ).. yry 5 , Recreation f'ea Payment �1 J� Applican 1, , tom�. r _1Nl l �©�7G_� C.t�s Owner. C r� ,pl�I Address: i {., a_ `��t 900W . . Trt].r Nnddress: 22 2 v►Ad / Zo At'A.-'n, %Jl tM+ Utr ►f+r w' � A}-k-rt : 'Q/u].vi ct tn�e r]th i'1loile \ � 0 Y - l' lt t7 tlC # AB ,,,) !rO1.L ' _ � C.• Property location. lad L"r, m" Tax Map Nurnbc r 1 f Subdivision Name* 5cctirin lllrrck I „t NATURE OF PROPOSED WORK : ESTIMATED MARKET VALUE OF THE New Btl ' ld ' CONSTRUCTION o $^ residence / commercial Acid it j_on to klllding : residence / commercial OCCUPANCY INtFORMATION A Altercation to Building : PrlWary Bui. l. ding - residence / commercial ✓ Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling office other work ( describe below ) Mercantile ManUfacturt- ng Other GROSS AREA OF PROPOSED STRUCTURE s £ t . if ADDITIONr what will use let Floor . � q • of new addition be ? ,. 2nd . Floor . . ./4" . . a sq . ft . Other Fluors . . . . 0 sq . ft . ( not unfinished cellar or basement ) ACCESSORY BUILDINGS : Folzc. H rx ,Z,r s, Detached Garage 2 car TOTAL. FLOOR AREA : SQ . FT . '� Attached. Garage 2 car Private _ Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Other FEET 7C FEET Foundation Type : CAhJG FpcaTjWE7 1aLl W►' "+ 4 will any Second- hand or ungraded Nutnbev of Stories : I lumber be used ? If scar for wltat7 ( habitable space or yly ) t tr vNG► tieigltt ( grade to rx' dge ) : 11 � � feet TYPE OF 11EATING SYSTEM : Number of fireplaces and / or woodstove ( circle all wizich a lies ) to be installed :, I Clectric / oil / as d Forced Ilot Air / as boar / Other VVc. E© Atr`c. 600Jl7111P Person responsible for supervision of work as regards to building codes i s : L-F;O P%9-9 h N faERAM1 E AtZCAA (V WT 4 3(v FRD IUD Q%-D Name Ap dress " YlI �13 a -7(-1 , - Sa s3 Builder : A ,O._W , A51yra4l. fA 195 0012.[.tiAO (ZD -T'CaY Plumber : cctvN+ E 4. ► ruK N tJ`fot2lo Mason * clblwowltre Mf11VNKx I So N(aS RD Se,," E ry � A OY N `I' U � Electr1cian : 5cHIWE CTsw.QY' <tAi2t)► API ELEtTKI <1 Sc..AiPAjt=LTsit]Y r,'`)' DE• C'LARA7701V.• Please sign below al9ei• you have carefully rend the staterlle►ril l"U the best of my knowledge Eltc stalernents contained in this application , together with [lie plans and specilicalions submitted, are a trite and complete slalcnlent (If all prrll rusett work to be dcsna oil tite describer[ premises and that ail provisions of tine Building C'cxle, the zoning ordinance and all other laws pertaining to the Proposed work shali be complied with , whether speciftcd ar noted , an(I titctt srn h work is authorised by the owner. I-tlrther, it is understood that I/we shall submit prior to a Certificate or Occupar EL or Certificate of Compliance being issued , an AS BUILT PLOT PLAN by a licensed surveyor• awtt to scale, silo ing acltlal location of project on prcrrtlises. ` —� 7� � Signature: (owner, owner agent, arcititect , contractor) G � s j }'irc tt:zrslra l 's {)f1i[c 1'irkti n r�1 {ltrrctz�t3urc . 742 U3 IV R011d , QUQecJttihszr}-, NN {if lil 761 -8205 Application for Fuel Burning Appliances & Chimneys • �y applicable to solid fuel & vented gas appliances i Date �._+�•�+irr� :> ?{} Peni� it Ncx. m�t'� Cr - Ea6 '41')pficrrtirrrr Is he l-e b-) M, ode= rr, the Bwldi77,� & C odc�.ti CJ�/ir't'Jr,r' tlle- r s,s rrurtc'< «f'cr 111ohlif7g wiel Use Permit pursterinI to the Nei t' Ynr-1; '5;tcrte Fire f'r-c ue,t 1011 ctrlr; 13rrifrli,rz~= C 'urlc '17tc arl�lrlic r,rnt r')I' otj:ttc!,• 3 .1fu.' w s to C0101 ply lrtth Crll rrppl ce7hle lrr:t's, Cl!'Cll r7 t71tG.'G'-ti i-cgirlafiolis, al;cl all colrrlifio7rs• Hurt �-Ire pau -Y nl i these 1'd quiretnews and also tt'7ll allow all rrtspectors Ip el eI4l)1-Lllrr,lL'.} to peCfiorm 1'ellr7lved inspections. I NOTE to applicant : Rough- in a} }d Fi }gal li� spectlons are regUtired. 4. i Applicant Information Fuel Burning Applialice I0'01-1114atioll ° (ctrcie af�farof�t'iate words) Name : r S aci�r2�s J� . static= Wc,oci Corr! Pellcsr gtrS Firel�la�cc ir�sel-t Address: /YS 16Vc if9 � Fireplace, factory-built; Wood Fireplace. masonry: wood marts i Furnace: }tgoocl S oil If non-masonary applicance, please provide iJ4vner; Manufacturer Name : }��.� cL`� Cam= • i Address : ° Model Number: Chimncy Information 1'itoile Sig /_ G?o ._S✓ (c ircic appropriate n•ords) ! Masonry block rick stone Flue the steel size: t ltrches Exact Address: /�►�, -- l!/" C, �+'k« of ronstr uctlorr or irrstrtltrrrinrr Factory- Bu i 1 t Manofacturer Name; i Model Number: 'N.701e: Listed By: Number: Ccrnstr•xtction 1117stallotion 11111sr conform to Alys Fire Preventiot7 & Building Indicate (circle) chininey material : Cccle. Consult available Town of Quecnslirrr-v HCdI7CfpIttS t"egt7r'[lt!!tg required lrlSfJC'C7to71S. DUrrl?1C' et'rrll ,-ipin f,-rr11 L77rc•ct x'ersrilri; I k C'Jrinrurt• 1_irr�•, j I �:..F3+6i17.�E.°..]["�+B �'��`��..�Z�.+� �.` i' '..T�i7►3t�1�. S?.'� ^_ -- _._.�� Fire Marshal Cork ti Collcc7c'rl � he°firrrrle[l t�Nct'r, rf fi rl,lr r, c^rrrl7rf =c1 trrJ: C�__�[_!_rt � / � f.���d .4 1 ;: 3389 (190) Public Safe I I �qa . 6 p f 3 ? ?rS� (7;D) lfi,lor Srrlc.t' — — --- __. ..� yHa7- I \i'Ixilc (Ap lica:xz) Green ( Fire MarsDxat) 1'rlicxn' 1f3dc1g- L7tpt. 1 Pitlk &ti: Gcridct3loc'i ( Cashier's Dept. ) i ,r rl rr nl t-I t ii fill if 1 0a1 F tl If all •l l dl i ui ni b 1 01 _ - ` i r { I"! 01 St ll 1 et dt -r I 9 it 11 t tit II U o" l I) y I I lit -� Cl U M tlt rTt fit tit it'. hi {}t tit [tt I -- Et ",I III {II to I Ci �aa , 11 :tt 11 11 41 1 " I t) lip i + 1+1 old) ttrl tl �I *-1 tin, r� 11, ((( 11 -- -r t 11 at •r if I to rt. U . I it { r f i (A X IA U 11 Y: It It •-i 11 fit 'T, Ti of 1) Ji t.l i'I 11 '-� (1 U at i1, It r I f r i tt ut a lit it [ I � ir '•• 01 1 41 •� lit of 4! lir tU of ! r to {t In III to A r] trI (h 1 i rt� tl 1) tit (] {N di 11 tl+ Iq o it� ( # (] I+� to t) 0 (it t# E { U II , t tl f1 .!� I I rI, [1 11 rtU . + tI 'tI ••I I dl •tl II tI !� Ei 11 It� (I "[ d1 t#I ito , f_t t# ► f I U . 1 I I Rf tq tl ti+ 11 t! t tit n1 N 111 o) UI It1411 O U oil dl II III 1 rf; It) Id [t tt 11 j [: :j if I. ,-1 U NI I 1 1 it r rt[ bt ni n ••i a m t} in o rl dt In if) •(I -, - ,t l lit dl• p) U ! ) tl 'll tl it rl III rl rt of rl UI 111, n! o {I; lit '1 0 tl t1 nl Itl ( l+ ti dr It, • Cl i � tr! til,lltrl •t1 Irl ..t,� �l' 'U ;; P 1t } rr it it Il UI PI ' iII In SJ 11+ VI•• 1 .tI It :i N 1 lit [�U o III III tn� t 1 i i I +) 0n u tl 1 1 'tt i t 4a t 1 it lit , ) `j., {ir[4 �it 101 rt i d} "r t+i f ['• tI {11 t11 dl tl+ +h) t#r ( t of I .-i •. i i ni dt tt N rt{ ur 11 r* U it of l I t# N l-I i) M dl rN! 4# in , ,t� 11 If 41 at U t-I •, I , ; , iIi [) Ill rl; I) I" •11 Ili It d1 (1 b) I. 1 In o_ tI dl 11 d# 111 tl Ui 1111" I rr, .•11 + . 10f1 ( 1 Ut if, Il t} k ti to ot# 11 , 1 lr it Itl ti ti: l rl it > ib lit of at Il �) t 1 i in t7 II U tl I tit i I . i �t f 1 Cy 0 at u I I I I t) 01 111 to IIi It) It ' i If It tdii 1 'If l 111, 11r- i It[# o ;I • 1 ht GI ,rt 111 .. i r , ( � of nr • I •.1 f1 '11 F� t•t 1) Ut ' I rl I t1 S I II [1 10 !V ' I Intl tI Cl t-I [ r t i it itl nl III I f t r sI tl+ Y .i r,; " fit Pi It' at fl it U 1111 of i o1 I+I f? it� it, rrl fit itt hl 1I ft 11 I tit 11 rl fill 11t lit t lit I X I I I nl II u1 i t i t I# nl n# 11 - 1 t1 t,1 { , t•, r '}! nl it i7 I•1 I Ii :# i . I •• I II j lit II II I I in in I lit t# 111 •-1 4-1 •- 1 11 1 1 •• . dI tl nl 'T, fu nl tt 1t n tit dl I# II 1 ; x, 1 111 Ut E f 1 at I I GI .t tit of . 1 0 tl 11 ut tf t11 pitll 11 r 11 ul . � t) at i ; tf ut (? t1; rrElE It id t ! U 11 11 ''. I ; itt 1 , III {lo iJ I.i II If "tl Ci 11 tit it it i}) 41 rl at lit [%I , 1 '(I "" I to o of At 11 of II tt, itI dt ;71 I� (] IIi 1 tit nt i tl Al ril Ii i 11 11 of t} 01 Al N i r ui I I rtl I+t tl l I it E i U tl ll oil it U tit ul iq RI at E r+ t11 at ql N I t 1 tl ' I At rt, lit 0 hl iII iIi ili in , ,, l tl 111 I,', it ul d# t; St [I" ,� ;• tit tl qI ,il ft �!1 11 F' 1,# Ill 11 I l i tf •.1 { I ! I.1 14 d1 1 {tl , , Qt 11 1tl t t t I 1 U l 1 I I iII till kn ill In U 'tl d# q I U,•ti •t l tit lJ ( 1 llf l : of tlt In rr (1 �tr t I hl iYi .l' I7F tf} rf� i-1 RESIDENTIAL FINAL INSPECTION REPORT Office No. (518) 7614U56 Date inspection request received: Building & Code Enforcement Dept. of Community Development Arrive am/pm Depart Town of Queensbury Inspector's Initial 742 Say Road Qveenshury, New York 12804 F LOCATION '` t ���—_ PST TYPE OF STRUCTURE RE DATE NIA YES NO COIvIl1r17N`I'S Chimney HeightrB" Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 3'T5 36 Exterior Handrails, balconies, an g 18 in. or more Interior Urandrwls stairs both des or iamre risers Grade 2°/a away f orn foundati 8" clearance to sill plate Gras Valve shut-off exposedl a 18" above grade Gas Furnace shut-ofFwithin 30 or within line of site Oil Furnace shut-off at entrance t area Furnac:cdHot Water Heater o Relief Valve(s) installed Headroom, 6 ft. 6 in. _ Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides than 3 risers Interior privacy/trim/doors/rnain en cc 36" Floor Finish Batlucxun/KitLhen watertight Interior Handrails BalconiestLarK ing 8 in- or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour titre door/door closer (:garage firelxooftng Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room Safety glazing 18" or less from floor Final Electrical Site Plan/Variance required Final Survey Plot flan As Built Septic System layout required Okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/O (Corti£ of Occupancy)_ Okay to issue permanent C/O (Certif: of Occupancy) AgrNk Town of Queenabury Fire Marshal's Office 742 Bay Road Queensburyr, NY 12804 Phone (518) 761-8245 Fax (518) 745-4437 Fire Marshal's Inspection Report Request LE Received: _�� rn / � // Perit # � " / INSPECTION N ON: J / - e7- � Name• / CFCs - A PM ANYTIME Locatiorlcr�a! r.� .z G� APPROVED N IA YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS - NORMAL BATTERY ok EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYST M HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED S143NAGE EMERGENCY PLAN `, 1 MAXIMUM OCCUPANCY SIGNCHIMNEY MASONRY ROUGH IN �'r' +^ � Y f7 FINAL fow J / CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL - FIREPLACE L _ --. _ -- �-----• -_-'.MASONRY ROUGHIN OK THIS DATEOK FOR CO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPE D BY FINAL COMDE VICHFUS.INYORDfi.ETTERS20011F IREMARSHAUNSPECTIONREPORT11022041 WHITE - BUILDING DEPARTMENT COPY YELLOW -- OCCUPANT COPY RESIDENTIAL SAL INSPECTION REPORT ,� go- Offiee No. (518) 761-8256 Date inspection request received: v Building Bc Code Enforcement Dept, of Commualty Development Arrive am/pin Depart Town of Queenshury Inspector's Ini ' s r 742 Bay Road Queensbury, New York 12804 NAME e �� f ���C�G+�CT./' F'�RNII'1' # G�i'2w `GsGa/� 1OCATION ! DATE '� � /�z.► TYPE OF STRUC F, jr I / NIA YE NO COMMENTS Clwnney Heighhtl"B" VentlDirec t Vent Location Vf - Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Extenor Railings 36" to 36" Exterior Handrails, balconies, landing 18 in. or mare Interior Handrails stairs bout. aides 3 or more risers Grade 2% away ftmn foundation g" Clearance to sill plate Gas Valve shut-off exposed/regulator IS" above grade Gas Funiace shut-off within 30 feet or within line of site Oil Furnace shut-ofI'at entrance to furnace area FurnacefHot Water Heater a Relief Valve(,) installed Headroom, 6 ft. 6 im on stas"ts Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Baftoom/Kitchen watertight Interior Nandr ils Balconics ding 18 in. or more Railing across window in stairwells. Smoke rk tec every level every bedroom outside every bedroom ;} inter connected Bathroom fans ,� LOA:`�9 1) 1` S4— Plumbing fixdmes Foundation insulation 3/4 hour fire door/door closer Garage fireproofm Garage penetrations sealed Furnace in separate room protected (in 'garage) Light ventilation per zoom. Safety glazing 18" or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/O (Certif. of Occupancy)_ Okay to issue permanent C/O (Certif: of Occupancy) FIRE MARSHAL TOWN OF QUEENSSURY QUEENSBURY, NY 12804 (518) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIV D NAME _ LOCATION _P RMIT # `�•--- GO SCHEDULE INSPECTION ON A PM APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM ~_ FIRE SPRINKLER SY4kTEM FIRE SUPPRESSION S HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS _ - CLEARANCE TO HEATING UNIT REQUIRED SIGNAGE CHIMNEY WOOD STOVE _ FIREPLACE 0MASONRY ,FACTORY BLT. �C J FZOUGH-IN ❑ FINAL REMARKS: OK TO THIS DATE "'" sup" " SSPEcrOR GENERAL VV PEC IQNN REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbu ry, NY 12804 Arrive� am�7 -.- D711nft! art Inspector*s NAME: i PERN41T # r ^� LOCATION: f3{ 3 ' LJ%3F. DATE : -n W —oL TYPE OF STRLT : CLDEM96U=f2 RECHECK -- N/A YES NO COMMENTS Footings/Piers _......... ... Monolithic Pour Form Reinforcement in Place The contractor is re 'ble for providing protection :n fieeai for 48 hours foliowi the pla ent of the concrete. ;Materials for this on sit Foundation/Wall, ur Reinforcement in *'l Foundation/Dampproo Backfill Approval Plumbing Linder Slab Plumbing VentlVents i Place Rough Plumbin Heating Rough-In Insulation I Foundation Walls Intedor R- _ Foundation Walls Elacrior 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 Dangers Jack Posts/Main Beam Air Infiltration Harrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GEt'N.�ER L INSSPECTIow RiEP©RT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, KY 12804 Arrive Depart e Irtapector's Inift0al NAME: PERMIT # ( ] LOCATION_ DAB : — T fPE OF STRUC RECHECK NIA YES NO COMMENTS Footings/Piers 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 an site FoundationJWallpour Reinforcement in PI, Foundation/Dampproofttt Backfill Approval , Plumbing Under Slab\ Plumbing Vent/V nts to Place Rough Plumbin Heating Rough-In Insulation e kz 6V,,V-�. Foundation Walls In "liR- Properr R- Foundation Walls Eor R- � Floors R- Walls R- Ceiling, R- Duct work or piping unheated spaces Vent, Attic Vent Fraining Jack Studs/Headers Bracing/Bridgin Joist Bangers Jack Posts/Main Beata Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INSPECTION REPORT ( 518 ) 76i -- 8256 Town of Queensbury Dept. of Community Development Date inspection request received* Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 ArriveZ ,- 6aM46�_ Dep inspector$$ NAME: —lhl� C- P� T .��� 4 - +C� t LOCATION. ti _ TYPE OF STRUCTUC i ] RECHECK NIA YES NO COMMENTS Footings/Piers �— Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from faeezing for 48 hours following, the placement of the concrete. Materials for this purpose an site Foundation/Wallpour Reinforcement in Place Foundation/Damppmofin Backfill Approval Plumbing. Under Slab Plumbing VentfVents in Place Rough Plumbin Heating Rough-In ` Insulation Foundation Walls Interior R- Foundation Wails Exterior R- .'_ Floors R- W alls R- Ceilmg R- Duct work or piping in unheated spaces R- Proper 'Vent, Attic Vent Framing Jack Studsllkaders BracingBridgin Joist Hangers Jack Posts/Main Benin Air Infiltration Barrier. Fire Separation. 1, 24 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour, Firestoppin GENERAL EVSPECTIOX REPORT ( 518 ) 761 - 8255 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriv 8;53&NM Depart Inspector's Zniti NAME: PERNUT # I LOCATION: DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS F00tittgs/Piers 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 on site FoundationlWallpour Reinforcement in Place Foundati orr/Dan�tpproofin Backfill Approval Plumbing Under Slab Plumbing VentNents in Place Rough Plumbin Heating, Rough4n Insulation Foundation Walls hazdar. Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- )ucl work or piping in unheated spaces R- Proper Verrt, Attic Vent Frami �. Jack Studs/Headers I3racpingBridgin Joist Hangers Jack Posts/Main Beam Air Infiltrtti,on Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GEIVERA.L INSPECTION REPORT ( 518 ) 76I -- 8256 "frown of Queensbury Dept. of Community Development Date inspection request received: Building & Cade Enforcement 742 Bay Road Queensbury, MY IM4 Arrive a Depart spector's law s NAME: PERMIT # LOCATION; e DATE ; TYPE OF STRUC RECHECK N/A YES NO CO14MIENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from frees' for 48 hours following the pl of the concrete- Materials for this purpose on s- tng Foundation/Wallpour Reinforcement in Place Foundatio pproofin l3ackfill A.pprcn Plumbing Under Slab Plumbing Vent/Vents in Pl Rough Plumbing. Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteri r R- _ Floors - — Walls R- Ceiling R- Duct work or piping i unheated spaces R- Proper Vent, Attic Ven Framing C-'� �► . ' � �t k 7 � Jack Studs/Headers Bracing/l=iridgin Joist wa rs Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin Qj NERAL INSPECTIOJV REPORT ( 518 ) 761 - 8256 Town of Queensberry Dept* of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensberry, NY 12804 Arrive% Depart m Inspector's Initial NAME: ������ ~ LOCATION- L4 � ���L �— PA # DATE ; f7� TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers _ T L I I Monolithic Pour Forrm�m�. Reinforcement in Place The contractor is responsible for providing pro n from freezing for 411 hours fol the placement of the concrete. Materials for this on site Foundation/Wall ur Reinforcement in 1 Foundat3ain Backf'tli Approval ' Plumbing Linder S Plumbing VentlVe in Place Rough Plumbing_ Heating RTspamsR- ic Insulation FoundInterior R- _Found xterior R- FloorsR- W alasR- CeilingR- Duct winunhes R- Proper Ve Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin 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 V-Egan Bepart - ���--- Inspector's Initial NAME: 1 PERMIT 4 LOCATION: ex7/ DATE : TYPE OF STRUCTURE: RECHECK _ N/A YE NO COMMENTS Footings/Piers I Monolithic Pour Farm Reinforcement in Place The contractor is responsible far providing protection from fneea for 48 hours following the p me t or the concrete. Materials for this purpose on si Foundation/Wallpour Reinfarcementi ace Foundation/Darapproo ng- Rackfill Approval Plumbing Under Slab Plumbing 'V'ent/Vents in P Rough Plutmbi Heating Rough-In Insulation Foundation Walls b1terior R- Foundation Wails Exterior R- Floors R- Walls R- _ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beans. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestcrfrpin 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 am/pm Depart Inspector's Initials NAME: PERMIT # LOCATION; DATE : Ca 2 TYPE OF STRUCTURE: T RECHECK NIA YES COMMENTS onj Znw r Form rcement in Place Eir-_ The contractor is responsible for providing protection from freezing for 48 hours following the placern of the concrete. Materials for this purpose on site } Foundation/Wallpour Reinforcement in Place Fauxxdation/Dam BacI fill Approval Plumbing rider Slab Plumbing Vent/Vents i Place_ Rough Plumbi Heating Rough-Ln M;f I Insulation Foundation Walls Int7R- DuctR- Foundation Wails R- Floors WansCeiling work or piping i unheated spacesProper Vent, Attic Vent Framin Jack Studs/Readers Bracing/Bridging� ._� Joist Hangers Jack Posts/Main Beam Air In Fiitration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 27 3, 4 hour Firestoppin 7 � GENERAL INKS CTION REPORT c � is � � � � —azs � Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive7 aml��iw: isNAME: PERMIT # LOCATION: DATE : TYPE OF STRUC I.JRE: RECHECK N/A YES NO COMMENTS Footings/Piers --� Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protec do9Ahkm freezing for 48 11Ka placement of the corscrete. Materials for this n site Foundation/Wal11 r Reinforcement m P ace Foundationll]am Packfill Approval Plumbing, Under SI Plumbing Vcn is in Place Rough P n Heating Rough-In Insulation Foundation W is Interior R- Foundation W Is Exterior R- —� 1;loons R- Waiis R- Ceiling R- Duct work piping in unheat spades R- Proper Vent 'c Vent Framiii Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour F'irrestopping.__.. GENERAL L090ECT'ION REPORT ( 518 ) 761 - 8256 - RT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road {Queensbury, NY 12804 Arrive 7•04!7amJppm Depart a pm Inspector's Initials ' NAME; z/740 PERMIT # LOCATION; , .r DATE : o s rr TYPE OF STRUCTURE: RECHECK NJA S NO COMMENTS Footings piers Monolithic Pour Form. Reinforcement in Place The contractor is responsible for ;t providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/DampprooFiin Backfill tlppmval Plumbing Under Slab Plumbing Vent/Vents in place Rough Plumbing Heating Rough4n Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Coding R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers 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 Firestoprping ( 518 ) 761 - 8256 9EeNERAL PVSPEC770VV REPORT Town of Queensbury Dept, of Community Development Date inspection request received; Building & Code Enforcement 742 .Say Road Queensbury, NY 12804. Arrive : xn��i��—'-- Depart � ) �—�; Inspector's Initi 1``TF: f t � 1t - _ PERMIT # LOCATION: '� �{ � l�t� DATE : TYPE OF STRUCTURE: " RECHECK N/A "YES oeNO CONIMJ NTS Footings/Piers� ,��� Monolithic Pour Form Ir Reinforcement in Place The contractor is responsih far providing protection from ing for 48 hours following the ent of the concrete. Materials for this purpose on site Foundation/Wallpaur Reinforcement in Place Foundation/Dampprooffn Backfill Approval Plumbing Under Slab Plumbing Vent/Vents 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 in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Renders BracingfSridgir► Joist Hangers lack Posts/Main E"m Air infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2, 37 4 hour Firestoppin GENERAL INSPECTlt3N REPORT ( 518 ) 761 - 8255 Town of Queensbury Dept. of Community Development Date inspection request received: Building & +Code Enforcement 742 Bay Road Queensbury. N'Y 12804 Arrive I am1�iDepart Inspector's Wtial NAME: "" ... � ... ..._. PERMIT # 1 4 LC3CATICIN: _ _� DATE TYPE OF STI2UC i UI3E: LTPk� RECHECK WA YE.' C7 COMMENTS Footings/Piers f Monolithic Dour 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 an site Foundation/Wallpour Reinforcement in Place Foundation/Dampproolin� Backfill Approval %* Plumbing Under Slab Plumbing Vent/Vents 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 in unheated spaces, R- Proper Vent, Attic Vent Frami Jack Studs/Headers 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 Firestoppin I t NOTE: ALL SLOPES 3:1 OR GREATER SHALL RECIEVE BIODEGRADABLE FABRIC OR APPROVED EQUAL FOR EROSION CONTROL, UNLESS OTHERWISE SHOWN OR DIRECTED BYT THE RESIDENT ENGINEER. Mood O 3 +330.4 _ HAYBALE --- - —--- - - - -- - - - - — - 15 .517' -- 0.80 WETLAND''. SILT 4_ 330.80 — C \ FENCE L-12 3�p WETLAN PROTECTION � F NCE L'I' • � • s 335.00 YBALE IIVTEPTOR L-I DELUXE UNITS DELUXE r UNITS �� a 14 61 10 � •� ��� �� UN11 & 3t6.50 STD. _ + - - HA�BAL �•�' a,� "� `._ �� UNITS 320.5 INTERCEIfTO L-I -�. g16 DELUXE 18 TYPICAiL UNITS •�, _ 17 COTTAGE SILT 4 , \ �•� ��' FENCE L- t3 STD. \ - \ •` ,X UNITS T .` •�,` 6 '� . _ �� • .� , DELUXE �' �►:- UNITS 4*6 4 STD � UNITS f j HAYE � INTERCEPTOR L-I ♦� SILT BAL FENCE L-12 WETLAND \� t -- ---- -- _- _ PROJECTION N. FENCE L- I �. HAYBALE 6 •�. INTERCEPTOR MATCH LINE (SEE SHEET SP-2),\ — 4 , t, 00 SITE PREPARTAION LEGEND: p • WETLAND PROTECTION FENCE L �I O o DRAINAGE STRUCTURES (SEE GRADING PLAN) n g e r a rn e ' SILT FENCE 4 332 PROPOSED CONTOUR A r c h i t e c t .s, R. C. - �.� .� HAYBALE INTERCEPTOR/DIKE L_12 - — — - EXISTING CONTOUR `� j Architecture INLET PROTECTION L.I Planning - - - - - WETLAND Interior Design NOTE: WETLAND LIMITS TO BE STAKED PRIOR TO CONSTRUCTION Jul `J I-! M O 3—WV .80 TE ORARY C INWRUCTION im e - ACC S L-12 .80 336.50+ 336.50 ■ 436 Ford Rood 0 NM I' DELUXE C UNITS 0 Old Chatham New York 12136-1808 P 518 766 5853 'I \` F 518 766 6275 t E lao070ool.com � I TOPSOIL I i STOCKPILE Project AREA jf t / i —INLET PROTECTION t PROTECTION \ (TYP.) / Tlie' i len at HilandMeadxvs ♦ ; ' ! " AAft WMrs ov 77As OAMw Ft4 HMO ♦ �,�/ / .na'►� �:. Rla�ro�AAov�Puw rwww► or, HAVILAND ROAD QUEENSBURY, NY / /xx Consultants \ T 4 ; f '/ /•/ G i V I i and Landsc FENCE ape HAYBALE 1. ,A. C-�r"OV INTERCEPTOR /! / j (TYP.) L-I / 40 Long Ai% 5m/iF�/V�� (h9s, W I2 ' EXTEND WETLAND PROTECTION FENCE Ph": (516) 561-6100 Fax: (516) 5D"i-C'�►fi�'►tr' /. ALONG WETLAND TO ./ i � , _ � � ♦' 1, � Mechanical /• J P.O. Box 514, F-c*t Cir'eenbvsh, )d`r' 121011W 3 /• �' �� i Phony: (516) 4741-4b22 Fax: (516) 4" F MAC Engineering 160 Carlton Rood, Clifton Perk,- NY •/J.A Phone: (516) 8'T1-'i50O �1Fax: (516) / rfirf' PR TTLC T N i W Tr L., NOTICE = ' _ % :�'• FACE SMOKE DETE ROTETCTITION I SILT FfENCE ' CTOR�SARF REQUIRED IN B L-1 ADJACENT TO BEDROOMS` AND OWEACFIILOOR L FENCE -i Revisions _ -INCLUDING CELUI ENT. DETE INTERCONNECTED ON ALL L i ;� ii COPY Rf3� Mj4C H LINE {(SEE SH SP-2) T _ I Title TOWN C'vUEE�tSBURYBUILDING DEPARTMENTBased SITE PREP. PLAN on our united examimatian, ��wiih our corrunerlts shall be Y Y EST . not a wA* as a the PlI^s 8W veofications are in U co -Vance we ft Wde. SCALE: 1 " = 50' NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER TOWN OF G NOTICE BU1LDING & FOAM INSULATION MUST BE COVERED Rom° BY BY A 15 MINUTE THERMAL BARRIER DATE NORTH SCALE: I• - 50' RY T-7 Do nal ,c* drow" - u *mneWw *QM, verily d dimuO" on sift. L wino bw Owelione or aWN to this doa wA is e ri*bw 04 Sot. 7M Sub. 1 of No NYS Educetim We. CWyAot 20M kgrsvii WWWOK P. C. AN � rpenNd. No uM of rygr iiow of q+ic moMriel q pe"dbd ritAeid oWm wM a eo+xnt of kqw wt Ard* ts. P. C. Drawing Number SPM1 Date: April -7, 2000 I F3 LAYOUT LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVATURE R RADIUS L LENGTH OF CURVE TAN TANGENT LENGTH MEADOWBROOK ROAD R40'----% R40'-7 STOP SIGN 140.16' 165.65' 157.57 147.69' 299.43 307.61 PIER FACE Lp_ A 5' i: STONE ENTRY WALL, T lit) L151-00 15'-0" i25i PIER 8 PLAOUE ip 11 1 1- -r-- NI.C.-13 a L-13 -13 co 50' R.O.W. BITUMINOUS CONCRETE BERM STA.. 6-61.42 PC 1-27.37 FSET: 59.00 R 00 12 R-45.00 13 STA: 5-92.62 DELUXE 3.81 00OFFSET: 70'-0" R UNITS Ton- 142-34 Delto-144154'44" DELUXE UNITS \14 R-250-00 rov -0 L-167-02 \0 Ton-86.76 Deito=38*16'45' 374.45 A -n 9- e r a m e N A r c h I t e c t s, P. Architecture Planning Interior Design 0 436 Ford Road Old Chatham New York 12136-1808 P 518 766 5853 F 518 766 6275 E loo070ool com 50' R.O.W. - Project Ac EXCEPT WHERE NOTED, C, BITUMINOUS 5 THE DIVIDER WALL BETWEEN Ok, - CONCRETE BERM COTTAGE UNITS IS PERPENDICULAR 0 OR RADIAL TO ROAD 'B' CENTERLINE PRC 5. 35' 10 ' STA: 4-13.59 FUTURE PC - 4-97.81 DEVELOPMENT -0"R 50R.O.W. STD. OFFSET: 70' \ ` UNITS 8.00 15 1-- MAIL Box X 0' LUSTER \ o STD. UNITS -I STA: 1-96.25 9 PRC - 7+84.00 OFFSET: 70'-0' R 16 STA: 7-19.42 ULDESAC DELUXE IS 0 PRIMARY ROAD STA 3-83.05 - OFFSET: 68'-0" R WEST END TYPICAL STA 8-43.07 17 COTTAGE UNITS CULDESAC WEST STA 0.00 ILI 19. PT - 3-96.06 110it yp R25' TYP. \/1 R-250.00 L-346.06 Ton=207.23 0eonat 8 D_elto-7918-42- STD 1111andMeadf�i�.� ,� UNITS 7 0 V 98.9570* �� \ ° �i 3'0 \ / STOP &W TPW Eft Aftnow of Nav~ Homo -70. STA. 7SIGN HAVILAND ROAD \ f OFFSET: 92'-O"R T_ R 0 UP QU I EENSBURY, NY 6 0 SIT. C-0- N _C DELUXE, PVMT.(PARKING); Consultants UNITS TYP.- 6 20' WIDE ELUXE CONCRETE EJ civil and Landscape: SANITARY UNITS 10 SEWER @) WALK L.A. Oroup 2 L-11 CT\. EASEMENT 4 STD. 00 EJ 40 Long AI ley Saratoga 5prings, NY 12566 3 STA: 1-23.23 STA: 3-55.81 UNITS OFFSET: TO'-O' L Phona- (Sit) UM-6100 Fox: (516) W-01611 OFFSET: 70'-0" L R=200.00 E'J 0 1 / 5tructurol: .' \ . \ \STA: 2-39.67 OFFSET: 70'-0" L Ton-222.52 PRIMARY ROAD STA 6-61.42 L-335.46 Delto-96*06'07" EJ • FUTUR PRIMARY ROAD STA 32+38.40 of EXCEPT WHERE NOTED, EXPANSION / Mechantcai: THE DIVIDER WALL BETWEEN JT. TYP. COTTAGE UNITS IS PERPENDICULAR (& L_ " / David 5cinders, F.C,. OR RADIAL TO ROAD 'B' CENTERLINE R-300.00 06 P.O. Sox 514, East 6raenbvsh, NY 12061 L- 109.23 FUTURE Phone: (516) 47q-46:2:2 Fox: (516) 41,01-4665 Ton-55.22 ROADWAY 30' WIDE Delto-20'51'39* SANITARY 00-- Z Electricol: SEWER EASEMENT MAC Engineering \ \ _ _ �,� F� ^ ' / �_ y '76-0 Gar lton Road, Clifton Pork, NY 12065 3100 Phone: (516) 6-11-1500 Fox: (516) err-1501 71- - 30-00 (p d) PT • 30-27.52 \ 29• o / �� Revisions MATCH LINE (SEE SHEET L-3) MATCH LINE (SEE SHEET L-3) TYP. I COND*-\ SIT. CONC. 0 PVMT. C III: 0 J 0 OD 'OD IC CONCRETE R4' TYP. WALK --- TYP. PAVEMENT LAYOUTS FOR COTTAGES SCALE: 1"-30-0' Title LAYOUT PLAN WEST SCALE: 1" = 50' NORTH SCALE: I" - 50' WWY d &rW*0ft an Me- lk"thaw this dommol is a notation of Sec. nm Sub. 2 of the M Edwatim Lw N G Cop),ot 2WD My om kdg*d& P. C. AN right ravwd No m or mproducho of ft m0t4rial is mmilled ~ the, awm wition cmw of Arqwmw kch*Kt& P. C_ Drawing Number Lm2 Dote: Apr i 1 '7, :2000 z 4 1 t GRADING LEGEND: • WETLAND PROTECTION FENCE STORM DRAIN PIPE W/FLARED END SECTION G SEE SITE SILT FENCE D ,- PREPERATION PLAN FF FINISH FLOOR ELEVATION � HAYBALE INTERCEPTOR/DIKE PROPOSED CONTOUR o CB CATCH BASIN AND INLET PROTECTION e - - - - EXISTING CONTOUR L-II L-I O DMH DRAIN MANHOLE L-II r = _ 6n 9 e r o m e A r c h i t e c t s, P. C, Architecture Planning Interior Design -- -- � 330.4 - -- --�` _ - �� - - - .80 0.80 TE ORARY C'kST.RUCTION S 307.6 i --� Tr. ACC S L-I �74.45 330.80 T 330.80 f J � X 336.50 335.0012 I ' 13 m FL END#7 FFhp o 436 Ford Road INV. 3b6.10 / •5��`' A o Old Chatham / S New York 12136-1808 FLEE 306 00 - / BOTTOM OF `' IY _ CB#8 \ �, "' P 518 766 5853 . ♦ DET"TION A N ELEV u�, vim 1 F 518 766 6275 � 00 E 1ao070ool..com TOP OFBERM �V "►�� O � �+ FL.END / moo/ ��c �� \' Project 310.00 �� � � �•� � CB#6 o CB#T 8 ,o o° 316.5001 / �•ISO\ S O 10#1 ALL- WALKS SHALL et HANDIC P \ � \ CESSIBf,E. EDGE � WALK BE JO', ` FL..END+IN6 \`� •�, •� J� 9 \ / 16 C #2` HIGHER THAN EDGE OF`,BITUMIN S INV.1305.Q0 � �� / '� \ ��• IMLSot uM ERM (TYP.) / l� � 15 •� 1 `� ` \ �� TOPSOIL EN INV. 30810 ��� �� \ FF 321.50 18 c��3 STOCKPILE 17 � � \AREA N. enat oo ° B# %� 1� \.�TRpqQMB•� '� ` '" \ \� # _ 2'�F° Y ,� i ��\ HAVtLAND ROAD FL.ENo#1 �k Ai�rrM�wariVbr�Mwwrt#rrMri � ELEV. v� 6 'ov '���-� ��"� !�QUEENSBURY, NY dop Consultants I ♦ OO 6 j BOTTOM OF44 � I / DETENTION ',BASIN ELEV. �' ,3� J 3z3 0 �. % Civil and Landsca v `�0 4 I f' f'/ L.A. Crou Pe % 31s 50 3 �� %� 40 Long Alley Saratoga Sprir�g�, M`I' 12866 �� Phones: (518) !s81-6100 FOX: i51$) �� • �I& �/ / Structural: Me h ni - c a cal' �. � _ � y �/•/ � � David San derg, P.G. FL.END#5 P.O. Box�14, East 6rcortbush, NY 12061 JNV. 308.74 `,� '�'* •--- + ,� ` AND#2 3 � 0 Phone: (518) 4'1q-4822 Fax: (518 4i�1-4+�b'f FL. ND04 / �_- �. / .00 1 / rIectrlGai: �. E �� _ \ , _ - _ - MAC, En sneer in FL. ND#3 310.10 _ 1 #9 ` - 3!• / /, '760 Carlto Road, Ilfton Park, NY 12 00 �, -� 3p.00 / /� �r Phone, (518) 8T1-'1500 Fax: (5w 0001, DETEATrb1g OF � BASIN ELEV: 310.00 N ELEV. /6 �% 313.00 ��� 0• + V CU RT Revisions A% �� / - A �. l 01 MATCH LINE (SEE, SHEET L-S)woo -Nft - -- /.' CH LINE i(SEE SH- L-5) Title DRAINAGE STRUCTURE TABLE PIPES (NOTE: ALL PIPES TO BE HDPE) 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#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% CB#3 323.97 320.41 320.04 CB#3 - FE#I 84 LF 18" 0.5% CB#4 316.56 - 313.56 CB#4 - CB#5 24 LF 12" 0.5% CB#5 316.56 313.40 313.30 CB#5 - CB#6 299 LF 12" 1.76% CB#6 311.60 307.76 307.26 CB#6 - FE#6 113 LF 24" 0.5% CB#7 311.88 - 308.88 CB#7 - CB#8 95 LF 12" 0.5% CB#8 311.40 308.40 308.15 CB#8 - CB#6 79 LF 15" 0.5% CB#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% CB#11 322.60 - 319.50 CB#Il - 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#14 314.35 310.99 310.49 CB#14 - DMH#1 54 LF 18" 0.5% CB#15 314.01 - 311,01 CB#15 - CB#16 24 LF 12" 0.5% CB#16 314.01 310.89 1 310.64 1 CB#16 - DMH#I 21 TF 15" 0.5% STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH CB*17 CB#18 CB#19 CB#20 CB#21 CB#22 CB#23 CB#24 CB#25 CB#26 CB#27 CB#28 CB#29 CB#30 CB#31 CB#32 CB#33 1 319.98 319.77 322.65 322.65 322.31 321.70 322.00 322.50 323.48 321.60 321.30 320.10 319.29 319.00 319.18 329.50 324.10 - 316.81 - 319.52 313.06 - - - 318-71/319.29 314.67/317.67 318.07 315.60 - 316-00/316.06 - - - 316.98 316.56 319.65 319.42 313.06 318.70 319.00 319.50. 318.61 313.92 317.82 315.35 316.29 315.81 316.18 326.50 320.60 CB#17 - CB#18 CB#18 - DMH#2 CB#19 - CB#20 CB#20 - DMH#2 CB#21 - DMH#2 CB#22 - F #13 CB#23 - CB#25 CB#24 - CB#25 CB#25 - CB#27 CB#26 - DMH#3 CB#27- CB#26 CB#28 - CB#26 CB#29 - CB#30 CB#30 - CB#28 CB#31 - CB#30 CB#32 - DMH*41 CB#33 --DMH#51 34 LF 129 LF 25 LF 163 LF 67 LF 80 LF 57 LF 42 LF 107 LF 117 LF 31 LF 134 LF 45 LF 42 LF 36 LF 234 LF 177 LF NORTH SCALE: I' " 50' GUNIiiiiiii'DING PLAN VVEST SCALE: 1" 50' - wni.c*a*Wo.-"„ sAo.n d *maims n site. tislutAaired diamem or e+s W , to this dkLWOM is a viWelia of Sec. 7200 ; NOM. SIZE SLOPE 12" 0.5% 15" 0.5% 12" 0.5% 12" 0.5% 24" 12" 0.4% 0.5% 11 12 12" 0.5% 0.5% 12" 0.5% 24" 15" 18" 12" 15" 12" 0.4% 0.5% 0.5% 0.5% 0.5% 0.5% 12"1 3.27% 18"1 o_5% DRAINAGE STRUCTURE TABLE (CONTINUED) PIPES (NOTE: ALL PIPES TO BE HDPE EXCEPT WHERE NOTED) STRUCTURE RIM ELEV. INVAS) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#34 CB#35 DMH#I 323.20 322.80 14.22 322.10 323.80 322.10 324.00 - 319.97 310.53/310.22 320.20 319.87 309.94 CB#34 - CB#35 CB#35 - DAYLIGHT DMH#I FE#5 . . - LF LF 300 LF 12' 24" 0.5% 0.5% 0.4% CORRUGATE PIPE DMH#2 18.6/312.79/315. 312.79 DMH#2 - FE#II 167 LF 24" 0.4% DMH#3 313.45 313.45 DMH#3 - CB#21 96 LF 24" 0.4% DMH#4 DMH#5 318.60/318.85 319.71 1 318.50 319-61 DMH#4 - FE# MH#5 - DMH# 66 LF 123 F 18' 18" 0.5% 0.8+A r N�19 ty1 X MEADOWBROOK ROAD JC VTC PF F C JCS J \ I 3 —_ — 24 24 - -— \ A 3 AS 0 PNI *. HS H / 3 M H t = PNI � � � VC 41 4 I MEADOW VPT PN2 OR GRASS 3 3 S CC PSI , 3 2 5 �r; 6 PNI I LAWN --, 5 PN2 N 13 \ DELUXE ox� UNITS 3 DELUXE AS AR �II UNITS 2 MEADOW _ 14 MEADOW PSI1 ,\ GRASS �`-, ';;Y" GRASS \ LAWN A ° PNI \ AS SEE ENLARGED COTTAGE PLANTING \ \ r. PLANS BELOW AS ov \ 1 LAWN 0 \ NS 10 ?` 4 PS2 N 2 STD. 15 00 MH o UNITS AS \.,- STD. i r° UNITS y`. LAWN \ r 3 \ - LAWN i6 -, r. _ PN LAWN 1 3 �/ TYPICAL DELUXE 18 PNI LAWN 17 COTTAGE UNITS AS TCI LAWN x T \ 8 STD. / LAWN UNITS 7\ � \ MEADOW A / � �ts � 1 LAWN MEADOW GRASS L WN 6 �DELUXE PNI - - _ - > UNITS PNI OP 6 MEADOW -M GRASS _ _ - _ � _ _ �"`� DELUXE 2 UNITS 4 STD. _ oo, I / LAWN UNITS 3 ~ AI \ _ - ✓/ N/ .��2 _ _ LAWN LAWN U41L, F41 MEADOW GRASS I NS 3 I .. MEADOW GRASS MATCH LINE (SEE SHEET L-10) ■ ■ 0 0 ( H l® i© Ii S l0 IIO m 0 ® c tEACI CA I CA LAWN LAWN Jill ICA (0 )� R F [� C E TYP- PLANTING FOR DELUXE COTTAGES SCALE: 1 "- 20'- 0` LAWN LAWN LAWN A n g e r a m e A r c h i t e c t s, P. Architecture Planning Interior Design 436 Ford Road Old Chatham New York 12136-1808 P 518 766 5853 F 518 766 6275 E Iao070aol.corn Project i i I' I'- 1 I � r E'j'l. at, h hand M"ws �81� tstrgtrt► a118�tr tint: d�all� atbn» AV Pie Eft a RNkmQw ofN9 O"a Hawn HIV14ND ROAD UEEiNSB RY, rJ� Consultants Civil - ord Landscape: L.A. tvrovp ,r- 40 Lon9 Ailey Z)W=090 5pr", NT Raft Ph": (50) 5811-6100 Fax: (�518) 587-01t"�I MEADOW ` t GRASS / -- StructurCI l MEADOW GRASS MEADOW - — 3 GRASS LAWN / MH M - McGI"tAn:IGA1: David Sanders, P.G. / \ P.O. Box 514, East ereenbuah, N r i�O a1 J Phone! (516) 471q-462:2 Fax: (516) 47q- 5 "777 WATCH LINE (SEE SHEET L-10) MAC Engineering MEADOW -1,60 Carlton Road Clifton Pork NY I■�rl TYP- PLANTING FOR STANDARD COTTAGES SCALE: 1 `-20'- 0` SEE SHEET L-10 FOR PLANTING SCHEDULE 1 MEADOW GRASS I 'J r27 Phone. (518) 8T1-,1500 Fax: (516) 6TI-"501 NOTES: e TREE SHALL BEAR SAME RELATIONSfNP NOES TO FINISH GRADE AS IN THE NURSERY. *TREE SMALL BEAR SAME RELAflO OV �T • THIN BRANCHES A FOLIAGE AS DIRECTED : t -- TO FUSH GRADE AS IN THE NURSERY. �.� WHILE RETANNNG NORMAL SHAPE OFF *NEVER CUT A LEADER. TREE. NEVER CUT A LEADER. 4 TREE SMALL BE PLUMB A STRAwT. Revisions @ TREE SHALL BE PLUMB do STRAIGHT.NST 4� ATTACH 1 /S` GALV. STEEL CABLE -= U .:� 3 GUYS PER TREE EQUALLY _ r TO STAKE. NOTCH STAKE TO RECEIVE ,. SPACED AROUND ROOTBALL. ATTACH _ �- IN GALV. STEEL CABLES 0 2/3 HEIGHT CABLE. ENCASE WIRE AROUND TRUNK X IN REINFORCED RUBBER HOSE ABOVE OF TREE PROVIDE REINFOItCEp RJR =~� FIRST BRANCH. SECURE ALL ENDS OF _ l -i HOW TO ENCASE CABLE ARdJNO TRUNK. _r T SECURE ALL ENDS OF CABLE w/ GALV CABLE WITH . GALV. CLAMPS. % "Y V CLAMPS `— Title 4` GALV. TURNBUCKLE EA. CABLE r'• `~ - 48 GALV. 1URNBUCKLE EA CABLE 3`0 x 8' CEDAR STAKES, 3 PER PLANTI NC PLAN TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. - 2=0` STAKES TO BE ciumm OF ROOT BALL. G r ' _ WEST 3` • x Y-Or CEDAR STAKES. 3 PER SCALE NEATLY WRAP ALL DECIDUOUS TRUNKS F a TREE. DRIVEN IN AT A 25' ANGLE; G, TO A HEIGHT OF THIS SECOND LOWEST y STAKES 10 BE OUTSIDE OF TREE PIT. BRANCH (FALL PLANTING ONLY) . 3` HT. PLANTING MIX SAUCER - = ` : 3HT. PLANTING MIX SAUCER, 3` DEPTH PIDo rot �e1e drolwt� -. we �inwuons �.¢ i 1 - NE BARKMULCHk 00-, vsr#y d A on 3` DEPTH PIW BARK MULCH; 4, _ PULL FILCH AWAY FRQI 7R1NNK. ft *Comm a a �id"'M of Ssc. 7M PULL MULCH AWAY FROM TRUNK.__ %< sre. 2 el..+trs talroual ^ 1 AIE1M PLANTING MC COMPACTEp ww, l - AMENDED PLANTING MIX. COMPACTED r' Gwr4ht 2= Arpw000 kdiwk P. C. OJT ROPE SURROLVOW CUT ROPE SUIRROUI�NG BOTTOM OF TREE - - BOAT OF E � rW fti0i tbwA a r�proarcrwu d tAie m�lwid is pa�iitrd wl�aut 1M ?k•;. EFORE ""a ur" ea" of wgwme TRUNK AFTER BACKFILLINGREMOVE BUT BEFORE � , MULCHING. DO NOT REMOVE BURLAP. Artfi oft P. C MULCHgVG DO NOT REMOVE BURLAP. ���� NATIVE SOIL. DRANIACE MOUND, NAIVE SOIL DRANAGE MOUND. COMPACTED TO M Drawing Number COMPACTED TO 92>< UNDISTUR!O SU GRADE UNDISTURBED SUBGRADE f