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2001-539
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010539 Date Issued: Tuesday, April 30, 2002 This is to certify that work requested to be done as shown by Permit Number .P20010539 has been completed. Tax Map Number: 523400-297-005-0001-001-002-0000 Location: 3 PAR P1 Owner: SCHERMERHORN PROPERTIES, INC. Applicant: SCHERMERHORN PROPERTIES, INC. This structure may be occupied as a: By Order of Town Board Townhouse TOWN OF QUEENSBURY Director of Building&Code Enforcement ��` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010539 Application Number: A20010539 Tax Map No: 523400-297-005-0001-001-002-0000 Permission is hereby granted to: SCHERMERHORN PROPERTIES,INC. For property located at: 4 PAR P1 in the Town of Queensbury,to construct or place 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. Type of Construction Value Owner Address: SCHERMERHORN PROPERTIES, It Townhouse 200,000.00 15F BIRDIE Dr Total Value 200,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency SCHERMERHORN PROPERTIES INC COMMONWEALTH ELECTRICAL A( 15F BIRDIE Dr OUEENSBURY,NY 12804 PO BOX 706 HAGUE,NY Plans &Specifications 2001-539 HILAND SPRINGS: LOT 3, HOUSE NO. 3 PAR PLACE BUILDING NO. 1 4832 SQ FT 4 UNIT TOWNHOUSE AS PER PLOT PLAN SPECIFICATIONS $677.88 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday, October 02,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T of Que sbury; T esday, October 02,2001 SIGNED BY e for the Town of Queensbury. Director of Buildin &C -e Enforcement ��� TOWN OF QUEENSBURY s oi 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010539 Application Number: A20010539 Tax Map No: 523400-297-005-0001-001-004-0000 Permission is hereby granted to: SCHERMERHORN CONSTRUCTION CORPORATI For property located at: 3 BIRDIE Rd in the Town of Queensbury, to construct or place 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. Type of Construction Value Owner Address: SCHERMERHORN PROPERTIES Ih Townhouse 200,000.00 15F BIRDIE Dr Total Value 200,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency SCHERMERHORN PROPERTIES INC COMMONWEALTH ELECTRICAL A( 15F BIRDIE Dr OUEENSBURY,NY 12804 PO BOX 706 HAGUE,NY Plans &Specifications 2001-539 HILAND SPRINGS: Lot 3, House No. 3 Par Place Building No. 1 4832 SQ FT 4 UNIT TOWNHOUSE AS PER PLOT PLAN SPECIFICATIONS $677.88 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday, October 02,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the wn Que sb ; e),ay, October 02,2001 SIGNED BY -'41t,� for the Town of Queensbury. Director of Building&Co.e Enforcement ?6of- 3 #•/ =_ ENERGY CODE COMPLIANCE APPLICATION 3 TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods: PART 5 - Acceptable Practice Method • - 1&2 Family Dwellings (only) PART 6* - Thermal Rating - Component Trade`,Offs' 1&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Reside ntial *Requires submission of worksheets APPLICANT' S NAME: PROPERTY LOCATION: —' s(2,GG(/� loc-h ©t,t5•k-v� ,oh 3 Pdl-v Pl'(' PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - gy-Z square feet 2 . Type of Heat- - Electric Oil X Gas Other 3 . Is building mechanidallv cooled? Yes / No . 4 . Percentage of area of windows and doors Over 17% ,X, Under. 1.7 5 . R-V LUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a . Roof R D b . Exterior walls R // c . Glazed areas R 2 d . Exterior doors R /4 e . Floors over unheated spaces R Edge of slab on grade (heated building) R ,v c. Basement/cellar walls (above grade) R I h . Basement/cellar walls (below grade) R o 1 . Heating/cooling-ducts-piping in_ unheated space R ;c:�. 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code ? Yes No • - TEMP E RATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED App_ ' ca/ ' S ature D te-7/ 0/2ob/ Phone Number INSPECTOR' S REMARKS: Builclinig P'crniit. ,Alaplicativfl 'I'uwn of Quccnsbury- l)cpt of Community I)cvclopincnl, 7,12 13ay Road, Quccnsbury, NY (518) 761-8256 • -A permit must be obtained before beginning construction. Permit File No.& )/' s No inspection will be (Made until applicant has received n Fcc Paid $ "7 _ valid building permit. All npiilit:nttts' spaces on this Rec.,Fee fait application must be Completed and must appear on the IZcvicwctl 13 • iipplicntion loini: c."'`- Apj)liciliit: ScGrcc-h•cc--1o`1-. e-c,43-f c,cIyot, Owner: 5c 4 et, '••• l^o'-e-• 14o - Address: /S.F ..go-die., FOc�- __ Address: / S F ut t-o��'c, lot-- . but-, , fey / 2 irtl el CPUtc,..-,S (“,frAtyd045',0q Phone II (_)7q8 - oG7•f' Phone# (_)713 - a - t &-e JUL1920011'roncrty Locatioi): Lot Number: 3 / I-1 Numbcr I_ �.�} {�/, c e- Sub(livision Name: S ��h . Tax Map Number: TOWN OF QUEENSBURY �- — ?-s BUILDING AND CODE ';lr' New l3uilding: residence /commercial Estimated Market Value of Construction: $ Z 6a)000✓ u Addition: residence/ commercial If an Addition, what will use of new addition be? U• Alteration: residence/ commercial t] No change to exterior size: residence/coin'I • -❑ , Other Work(describe ). • sc...Le. J--"'^' " `5-Z I`}'-`•••-•--, I �pn •GA�'t � q`{ - oR � ii �, (licck- Ou.11 panty!nfurrlliltitrrl la•lel • _.-z"n i ic�or c�Ilrcr lla►or I'oiai • • .-iletoiv sq. 11. sq. rl. sq. It. Square heel • •• o Single family dwelling . ❑• • TWO,family dwelling . ;''u 1'OWnhouse .' ) Multifamily dwelling III,of units . _.� 1° 4' _ / 7 353 . `tZ u Office • r • ;Mercantile_ ---— — • �' u :..M.anufacturitlg_. . u,-. 1 etir detached garage . __ • '..''.- U.; -. 2 car detached garage - u ': 3 car.detached.garage [ . i car attached garage I].'. 2 oar-attached garage ------- . : :U'.- 3 car allache(I garage ___.___ _ _._ —__.. -- . 1.i Storage bidding- . I : : ' t imnlei.eial — u :Slot age building- :;-.- residential • ---�_—._ —.-.— -:u-•;:Oilier • Alb . -• . ''-:.'.,:::•.-,Will anysecond=hand or ,ungraded lumber be used? If so, for what? . Jb `.'•.'I'ypc cif Beating System: electric/ oil / gas/wood forced hot air baseboard/other: '' Number or1 iren/aces to be installed _ —. Number of 11'oodstonec to be installed . N O _List below the person(s)responsible for supervision of work as regards to building codes: Name Address r Phone Number -.Bin Wet <,4Gva:i.,4uli/n t�oh.s�wc.A oti c9 cc,,,, h ccwv.• . 2f 8"-067z .: :Plumber -.. Cc./Gs�� _ , .o--l- ,•-r / 7,! 3— 3067 Mason . 6,1&zi„.---/- 6�4y ✓t//c 2-60-- /1p z. • Clcctriciatl . . ia, ,y L..-c, Qvc..-,..,a tic,%, 2 60 - / 443>s ' 'i)cvinrnllgli:.iilcnsc.sign below nflei•you have carclolly rent)the ointment: ' •To the best of iity knowledge the slntctncnts contained in this application, together.with the plans and specifications • .tuhntiticd,nt'c a (rne and cciutpleie Siniemc•ni ol'all proposed wink in be clone on the described pitntiscs and that all pro �%isiiitis,iil'llic !Wilding('uelc, the Zoning Ordinance and all other laws pt•itabling to the proposed work shallhc complied r'-ivtilt ;whctlier speciiicd or iiotctl,and that such wink is aulltorized by Ike Dinner. Further, it is understood ilia( I/we shall sublitit,prior in a("ci tiliente of Occupancy or Certificate of Compliance being issued!,as rcijucstcd by the Zoning : Adininistialcir or Director of Iiiiilcling and('odes, an,Is Burn S'urt'q by a licensed surveyor;drawn to scale;showing actual Iocntiirit of all nc con:h•uclinn. • Signature: . Go'L,,,, __.-----___-- owner,owner's agent,architect,contractor A ,:,:,,,` TOWN OF QUEENSBURY c,=i t''. BUILDING & CODE ENFORCEMENT r+� 742 BAY ROAD �,. , QUEENSBURY NY 12804 `' "'An`s (518) 761-8256 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSP TION EQUEST RE EIVED: NAME rn 111'� LOCATIrO'N 3 2f I Q C Q _, • DATE 14_3p ' D . PERMIT H c9 / S37 • TYPE OF STRUCTURE FOOTINGS BACKFILL_ FRAMING PLUMBING INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS • FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE N FIRE/DEMISE WAWS PENETRAT N FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLA VARIANCE REQ. 7 FI SURVEY PLOT PLAN, IF REO OK TO ISSUE CIO OR C/C ii))))) MULTIPLE DWELLING,HOTEL, MOTEL,APARTMENT FINAL INSPECTION REPORT Office No. (518)761-8256 Building& Code Enforcement Date inspection request received: Dept. of Community Development Town of Queensbury Arriv b at�epa 742 }ay Road Inspector's Initi Queensbu 12804 • NAME rk r o l PERMIT i S 3c1 LOCATION MAC..57 ; DATE • Q—a-___ TYPE OF STRUC N/A YES NO COMMENTS 'n Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof . Roof complete Exterior finish complete it . Interior/exterior railings 34 in.to 38 in. � Exterior handrails,balconies,landing 18 in.or more Interior handrails stairs both sides 3 or more risers Guardrails 42 in. Ballisters 4 in.spacing \\ I Doors 36 in. Headroom 7 ft.on stairs �/ 1 Handrail exterior stairs both sides more than 3 risers �/ Floor finish ,/J j Bathroom/kitchen watertight / Interior handrails baloanies/landing 18 in.or more J 1 Railing across window in stairwells ~ Smoke detectors: ` ,/ every level �/ every bedroom / outside every bedroom ‘// inter connected V/ Bathroom fans 1 p/ Plumbing fixtures V/ Foundation insulation / Fire separation 3, 1,2 hour J Fire walls 1,2,3,hour • Fire doors 3/4, 1 ''A,2 hour Handicapped Accessibility Handicapped parking Handicapped signage / Finish grade p Gas valve shut-off exposed/regulator 18 in.above grade Gas furnace shut-off within 30 ft.or within line of site Oil furnace shut-off at entrance to furnace area ii Furnace/hot water heater operating Relief valve(s)installed / Garage fireproofing f Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room J/ Safety glazing 18 in.or less from floor J Final Electrical Site l Survey Plan/Variance raquired • J ^ .n, ( R)�� Final Survey Plot Plan �J\ � \ l�v-► As-built septic system layout required Okay to issue temp C/O Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) • �T �g Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: Town of Queensbury Dept. of Community Development Request received: Meet: G lJ f Building do Code Enforcement At time: 742 Bay Road Queensbusy, NY 12804 ARRIVE am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: rG "' "`�'' I PERMIT# 3 3 LOCATION: 3 U t- INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo. is e for providing protection fro fr.-zing for 48 hours following th; pia,ement of the concrete. Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval MEM Plumbing Under Sla. Plumbing Vent/Vents in Place _--� Rough Plumbing _MI Lough-In • MEI= nsulati _�= Foundation Walls ' r 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 Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Bui]ding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • Office Use -- GENERAL INSPECTION REPORT Inspector: Q R Town of Queensbuiy Ready at time: [ At11 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART7L v am/pm Notes: (518) 761-8256 Inspector's Initials NAME: _m I'\ PERMIT id"O L 53 LOCATION: 3 ()G,- 1 [CCU ' i INSPECT ON(date): a TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from fr ezing for 48 hours following tl place nt of the concrete. Materials for this purpose a site, Foundation/Wallpour Reinforcement in Place 4 Foundation/D amp pr o o fing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing _ 7Rou8hh1 � C✓C� �it)�7 3 U�U `�(Jaton cep,pG l Foundation Walls Interior R- 3 ()N 6--64L/11/2-6 ,,4) Foundation Walls Exterior R- @j Floors R- Walls R- , Ceiling R- Duct work or piping in unheated spaces R- A-LC— Proper Vent,Attic Vent Framing 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 Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc �+ Office Use GENERAL, INSPECTION REPORT Inspector: Town of Queensbury Ready at time: M Dept. of Community Development Request received: __ ��� Meet: Building& Code Enforcement / At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART 6 l' am/pm (518) 761-8256 Inspector's Initials NAME: Lr yl� � {r7cQ /�G (n-- PERMIT# ©� c — `J LOCATION: 3 e L INSPECT ON(date): ' TYPE OF STRUCTURE: RECHECK _ ./1/_ 3 � �d, 3 N/A YES NO COMMENTS Footings/Piers • Monolithic Pour Form Reinforcement in Place The contractor is respo ibl or providing protection fro free 'ng for 48 hours following the lace ent of the concrete. Materials for this purpose on 'te Foundation/Wallpour Reinforcement in Place Foundation/D ampproofing Baclll Approval Plumbing Under Slab PI 'n _ ent/Vents i i ' ce Cough Heating Rough Tn Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- / Prop r Vent,Attic Vent / '? m�a k Studs/Headers Bracing/Bridging '� Cc�;P�C-� &L�k Joist Hangers r Jack Posts/Main Beam _ 4 fVc+t (412 3 1 b �-46-4-1"� 1 vv135 Air Infiltration Barrier t a 51 Z O ige,- t Fire Separation 1,2,3,hour_ Penetration Sealed Fire Wa11-2 sour J arestopping_ �, l r/L/��/' �(_A/ /-,2 Z4-0 L:\SueHemingway\Building.Codes.Inspcction.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: .- 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART J/ am/pm Notes: ' - ,, r. L (518) 761-8256 Inspector's Initials rik--/ NAME: -f4- 64-\\p(Z PERMIT# D\ — 63 LOCATION: 40 (P S 1', • INSPECT ON(date): v TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS . Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsibl- or providing protection from fieezn for 48 hours following the p cem t of the concrete. Materials for this purpose on site F oundation/W allp o ur Reinforcement in Place _ Foundation/Dampproofmg Backfill Approval 1 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- C cling R- uct work or piping in unheated spaces R- roper Vent, ' V t ramul . jSG'jv.G IJ J V,e'''' ✓' J ck Studs eaders racing/Bridging /I Joi Hangers ck Posts/Main Beam Air Infiltration Barrier Fir Separation 1,2, 3,hour P netration Sealed ire Wall 2,3,4G Fire wair ring_ I C'-i'1/4) , • L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL-INSPECTION REPORT Inspector: Ready at time:7; Town of Queensbury Meet:DePt. of CommunityDevelopment Request received: / `-) Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR am/pm Not ` (518) 761-8256 Inspector's Initials NAME: (:4, ad PERMIT# �"`) s _ LOCATION: (3 6 �P � INSPECT ON(date): 3 / �a- TYPE OF STRUCTURE: 15)tJ7t Lz • RECHECK N/A YES NO COMMENTS Footings/Piers • Monolithic Pour Fo Reinforcement in P1.ce The contractor is r spo sible for providing protectio fro A freezing for 48 hours follow g t e placement of the concrete. Materials for this purpo e n site Foundation/W allpour Reinforcement in Place Foundation/Dani pro. ` g Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P ace •ugh Plumbing eau'ogRoug ..1,e = t ation Foundation Walls Interi o r R- Foundation Walls Exteri.r R- Floors I'- Walls '- Ceiling '- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed etiWal ,4 hour 811 J€t0op_ 'r 0 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • E0fleeUse GENERAL INSPECTION REPORT Inspe Town of Queensbury Ready at time: /"n cn- Dept. of Community Development Request received: Y Meet: Building& Code Enforcement At time: /6)=3n ea.- 742 Bay Road Queensbuiy, NY 12804 ARRIVE u^,,, s - . i P T 1Y',, a m Notes: (518) 761-8256 Ins,ector's Initials) , // ll55 NAME: ---' � G�Pd���r �'Z- c PERMI #(-> UU/- 1 3 /, LOCATION; - C INSP•CT ON(date); TYPE OF STRUCTURE: O / a1 , e RECHECK / k,;.,'�/l�t.tz.��w�-e A YES NO / CO(l<MMENTS . 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 on site ' Foundation/Wallpour /' Reinforcement in Place ; Foundation/Dampproofing Backfill Approval Plumbing Under Slab ./ Plumbing Vent/Vents in Place / Rough Plumbing Heating Rough-In i nsulati / 5 Lbizt3 oundation Walls Interior R- / '1/40 ..)Lc!\--c\41 �`� Foundation Walls Exterior R;' �� L -�-�p `� 1 LI t3(j Floors R- �� / 1-F�- Walls R-' Ceiling /R- 4 f Duct work or piping in t J/ unheated spaces /� R- / `" �- 6 Prop Vent Ven�� J� Framm ��'� ,,/� ack�Ytuds/Header 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 irestopp _ • L:\SueHemingway\Building.Codes.Inspcction.FORMS\GENERAL INSPECTION REPORT.doc say ----. GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road r 7 Queensbury,NY 12804 Arrive din/ Depar tn...�-' Inspector's Initials: /Z NAME: PERMIT# "2'=c, c ; -i63 LOCATION: 2 A L_BCZ- DATE : 7 - 19-07 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I 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 __ Foundation/Wallpour Reinforcement in Place . Foundation/Dampproofing Backfill Approval / Plumbing Under Slab // r Plumbing Vent/Vents in Place •%, , -1 Rough Plumbing y ,=1� 7,4 i iit :,il 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 / J n Framing 5;�1p ?�v7 i�i_u 4rL- f y'1 uG E/Jack Studs/Headers / �/ `a r-'vh i k i\ �C.;'c:-','_--j l l . jj' (�z7 Bracing/Bridging / -1 Joist Hangers / i, •✓ Jack Posts/Main Beam ' Air Infiltration Barrier / _ Fire Separation 1,2, 3,hour' ! Penetration Sealed ' Wall 2, 3,4 hour,'/Fire ` �v '\ U-7 Firestopping J a,e3„ GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: v 2 Building& Code Enforcement 742 Bay Road 6 Queensbury,NY 12804 Arrive am/pm Depart m/ Inspector's Initials NAME: 37d-,07NAertAap--,..y. PERMIT# v Th cJLOCATION: ', 5 6; DATE: c71- / ?"- TYPE OF STRUCTURE: TO / -t RECHECK_ c,241i-S 3, 23�,9 AA).._L_ N/A YES NO COMMENTS Footings/Piers I l I 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 Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing I Backfill Approval 1 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 Framing Jack Studs/Headers Bracing/Bridging Joist Hangers ' f Jack Posts/Main Beam I r Infiltration Barrier I Fire Separation 1,2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping • • cR(3_1D d\v ( GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY12804 ArriveIepart .r��'^• + .� � i,'- Inspector's Init411_i� NAME: 6\r\QSAt. KA PERMIT# ` 3CA L LOCATION: ,�� rc _ DATE : TYPE OF STRU�: �Jm� RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezi g for 48 hours following the place ent of of the concrete. Materials for this purpose on site Foundation/Wallpour Reinfor ment in Place Fo ionLDainiofing P urn mg Under Slab Plumbing Vent/Vents in P Rough Plumbing Heating Rougli=Tn 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 Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 44L1 GENERAL INSPECTION REPORT L' ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: /5 I Ci 0/ Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 (Arrive am/pm Depar(UI pm Inspector's Init als NAME: �e- -ei-G.rr2-- PERMIT# �s l— Sri LOCATION: 6-'4-4._Pie DATE : f o l i /0/ TYPE OF STRUCTURE: hi /,.434 „ RECHECK N/A YES NO COMMENTS Footings/Piers 1 I 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 Foundation/Wallpour Reinforcement in Place '\ Foundation/Dampproofing CBackfill Approves tt Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- i 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 Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping • vcc.3C) 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 Arriv r . • (pm •par Inspector's Initi — N ) / PERMIT ' _S LOCATI N: 3 Pay a DATE : J 1 TYPE OF STRUCTURE: n j- 1rn RECHECK N/A YES O COMMENTS mgs/Piers ^� onolithic Pour Form Reinforcement in Place The contractor is respo sible or providing protection fr+m free.•ng for 48 hours following t e pla - ent of the concrete. Materials for this purpose on.ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VentNents i s ' ace L_ 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 Framing 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 Firestopping -oU I go, / o,,'W) /J j TOWN OF QUEENSBURY 3 . /�►Y BUILDING & CODE ENFORCEMENT ' 742 BAY ROAD• / QUEENSBURY NY 12804 1 . 4= " (518) 761-8256 `' ARRIVE: DEPART: INSP: V' FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) r' DATE INSPECTI N(REQUEST RECEIVED: ,r� NAME 5 1.\vrn 51 ICJ \ 1 LOCATION \ W` le ,c ?C / • _ DATE I'c2^`J( PERMIT I TYPE OF STRUCTURE c"1 Q 4 • FOOTINGS BACKFILL FRAMING PLUMBING_ INSULATION " N/A YES NO CHIMNEY/"B" VENT/H IGH PLUMBING VENT/FIXT RES , ROOFING , EXTERIOR FINISH HEATING/HOT WATER . RELIEF VALVES FLOORS ( FOUNDATION IN LATI • INTERIOR STAIRS/RAIL NGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PEN TRATION I FIRE DAMPERS ICEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS ' PLATFORM/ELEVATOR • HANDICAPPED ACCESS , HANDICAPPED BATHS 1HANDICAPPED PARKING j ( FINAL ELECTRICAL } ' SITE P /VARIANCE REO. /lQ - . AL SURVEY PLOT PLAN, IF REO e1 1 • OK TO ISSUE C/O OR C/C is • NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 RcEjvED SUN 0 4 2001 Transmittal TOWN OF Q,J, �N�NG OFF�E�RY TO: DATE: June 1, 2001 Planning Department RE: Site Plan No. 18-2001 Town of Queensbury JOB NO: 47276 742 Bay Road Queensbury, NY 12804 WE ARE FORWARDING THE FOLLOWING: 3 Copies of final site plan for Hiland Springs Lot#3, which have been revised in accordance with the Planning Board approval resolution and have been signed and sealed. Revisions were to sheets SP-1, SP-2 and S-3 and include: - Subdivision key plan added to S-1 . - Pedestrian walkway to adjacent lots shown on SP-1, SP-2 & SP-3 Sincerely, Okay (6c- Thomas W. Nace, P.E. H StqlC,{CbteA.3c, 12140 cc: Rich Schermerhorn (w/encl.) (oI eJ' I �j Jon Lapper � a 0 r"i Cti N 14 (i ....' O c .` Ll... mn z 7 0 _1 m I .►..• n J (y) z*h 4-3 C.) J lQ r Cu r rn ZIC ca 4...1 r r tn = m IF L) 0 m 57 ,� — 0 — — / �- . \ i .�' ,-.** \ \ � SITE NOTES I / i TAX MAP No. 4G-2-2 and 4G-2-3 LOT AREA, 152.998 sf = 3.51 acres / T.ZONED PLANNED UNIT DEVELOPMENT CMULTIFAMILY RESIDENTIAL I 1 / / / / / <11, \ i LOT COVERAGE I I / / / BUILDINGS 1G.251 sf 10.Gz LJMJ / DECKS +PAVED AREASo 31.747 s I I / / / � f 20.79. J7 - - I I / / x'� /' / r s�� % PERMEABLE AREA* 105.000 sf G8.GZ / / 1-1 7 7'7 - I I I /BUILDING HEIGHTo 1 STORY. LESS THAN 40 FEET � � I I 1 I 00001..IIIIIIIIIIIIII�I` . 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I 1 // // \ I / i I / / i \ I �\ I I l f/ w LOT 4 \ / �, ! \ I 61 11 �r:> i // tV / to \ . �s, (1) � I // P I \ . \ A \ \ I CONNECT TO EXISTING 6\ " SEWER / LATERAL AND MSTALL GLEAN -OUT ,1I1,_ \ / // ON EXTENSION OF LATERAL. _ _ S05-54'38-W 265.32 / / / MATGf-t LINE A —A SPA LOCATION MAP 30 ft 31.2 ft 10 ft 30.0 ft 10 ft G1.1 ft 10 ft 88.1ft "::w -7 RE CEIVE C E I V E D JUL 2 0 2001 TOWNN OF QUE EN SB U R Y BUILDING AND CODE North HILAND SPRINGS SUBDIVISION b G �A6 z - S o 0 LL ' AL Oy c S*LIONS cam, m it z .r O a F.4 0 O U 0 t Z ��//) V PC w wA In q H � E-+ r1� V � a � a o hey E~ ►—I � 0 o � � w. 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DETENTION POND OVERFLOW 5PILLWAY DETAIL "*� " -,-,-*- - ,----- 302 - - - - - - - - - - ---.___ - -- ,- - "I \ k� .,;�; �� *-- -- MY BALE' DeCK � � \ I \ ; ". \ 40 & ' � iLl "I-, I., 1-1 - -..,- .- - - - 301 , - - - - - - -- - - ------. .,.---., --L.- - v, . ...... , " ) // "--73ei-5 ;-11 \ I - - DA1.1--typ I , % \ t \ � �,.� \ k U. w -/ I , \ ! � * "i -- - -- - - - - - - 300 - - - - - - - - - - - - - - -- .--- - � -. �'.. 1.� // / + �,- �� le "' - -..... - 0= � � \ I �� N ,, .-. \ . NOT TO SCAM �%j V, -41 - . - / i R . 1-\ Ll I *,*--, "I l.", ,- I . !!:!-`5' ... 15-1 - I . �r . - --1 :�5' "' , - -< - - \ \ " w \ . .... � - -,,,-e:! .,-.-. -` "' .� , , ., .." - \BUILD14 A\ \ : .-,.., "I ` " - - ... - , I \ ; , . ..-.. "' - ..-//-,-- -;w-, 15�- \1 � 11 \ �, + \, Site Notes S*0 ".., .... 11"", .. .... --..., 1::�- I--, 1 4 \ \ : -- .� . - :1 I&I . , .. .%� ". 4xr# PAD W/ \ . � -1� v '. - "I , D= I. , '� " ----- - - -.... - -11 1, - .. - .. 15_� , � -- + - --2q9- - - - - - - - - - +++ - - z "", � I- - . .", I .11 I- � � . ----*)-. .. \ � \ . . 15�- \ +11 -� - -1 01 ., 1\ � \ � 1. EVIDENCE OF EXISTING UTILITIES 15 INDICATED FOR THE � I", , LOT 2 1 " �. �� . - , \ N w % -,. . \ . \ . . ... �. \ CONVENIENCE OF THE CONTRACTOR. IT 15 The SOLE RESFONSMYT !\ I -I, \ '. I , �.A % I LUNNI \ \ \, I , \.N .1'.. '. I � �, 1 �l 1. MIA% . \ . . \ \1 \ % .,.,.,. . I OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF �, \ FIN ".O \ .,.*.,.,.,. I , I \ . 31" \ � .....�, I - - I .. .11 I \ \ %, \ , \ 3234 Np .."....'...... . ALL UTILITIES WITH THE UTILITY OWNERS. � . . - 17-C \ I 1* .... I .... . . I . % � � ,III, J�jj ', LI \ , I I .. w �%%%V:. '.%l.'.'.'.l. . \. '. ��l / " ... X, \� \ no CAn \ .".%.::i:�:�:�:�:: � , t . .. .: .. . . 2� IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT , .1.1. / I 11 \ 4A PAD W Al 11L A ve 323.5 14461 ..%,.%.%7.... ... I I . \ � 1, `-, .. ... .. , , . . ... X... . I �. I . � .� - . I 11. I., I ..... . 313.0 ...... .. L2 \ %. ALL EXISTING uTLrms FROM DAMAGE DURING EXCAVATION. GRADING \� \\ \\III \ .,. 1",11 +,% \ 4 ST11 "PS ".'.7".%'. ....,.%,.,.*.* ....... . . .,� i ... .... I'. , %,.%%,.%..... *.*.,.'.'.*.'.*.'.*.*".'.'.'.*.'. '.'.'.'.'.'.. : ....... AND CONSTRUCTION. � .. 1, ,� ....... I ......... ................... . . \ . ". - 11, �... \ ... ....... ;-%����:� ....... ... 0 .. � - ................ � , �.:�:���:�::: ... � .... I , .... \ . � I ...'... 1-11 - � lXGK N., .. .. ... , . , .%...:...l.... .. 311;�-:-:-�-:-:-:41m: :.:.:.:. :.....V \1 �% \ . .. \ . \ :-:-:-�Nl'-:-:-:. ... ..., ... .--ll :.,::n -%%v."......... .. - .,.*.,.*.,. 3. THE CONTRACTOR WALL DISPOSE OF ALL DEMS AND EXCESS 11 I \ 312.9 . ...:... ....� ... 4 1.1.1.1.*:".\'.,.*".,.,.,.*.,.,.,.".....: . .-.'.-::.....l ...... ..'.."...1k \ \ "I . I \ .-.-��.-... :. ........ ...""'... :.. ..w ....... .1-1 . 11 .w . :....'A .... . '�-:. . % % MATERIAL OFF Or THE PROJECT SITE iN A LEGAL MANNER. , , \ 1, I 11 4*6 PAD iA ......- '�::::::::::: * ... -- ......... V-* ........ � .. ......... ........ /\ --- , . 1. \ *1 I ..I. ::::::::::::�,:::::.,� . 1. ...... : .... ... . .. ....... 1. k . - � '.. \ � \ 5 STEPS ,*.,.,.* .....f ..... .............. ....... ... %V.,.%* ....... . ...:: .... . . - * I * - -:.%,.,.,.,.%V.,.V. . . ... I a \ k I .*.*.,.,.,.,.,:.,.*:.,.*.*.*.,.,.,:.�*.'.*.*.'.*.,:.*.,.,.,.,.,.*.*.,.*.'. .*.'.'.'.%'.V.'.'.'.'.%'. .,.,. . . - .... I . *111%1.1.1.1.1.1.1.1.1. %l.- . -.,:.'. � , . ....... ..... :.*."":.".,.:.:.".:.*.*.'.'.�.,.",*,*,",*,*.'."".'.""*"'*'."'*.'.** %'.*.V � 4. THE CONTRACTOR WALL STAXE THE LOCATION AND GRADES .. .." '\ .N.,.", \ I � \ / \ \ \ 15.10 31M --,.:.'-'-.' . \ � � AIL 11com 5 � ". "I --*:::::::::::::`:: .....,............................. . -:... .. , . .x .. . ..... % .. ......... ................:.............,.............- .............. I . . -16\11, � . - . .V%, - . � ..... ...,......................................... . ...... . .'.'.'.'.'.%,.-.-.-.,p- . 6 \ \ ..: ........... �Nl-':-,:`��-'-'-'-'-`*l'- ......... ... ... I ................................................ \-.%%%'.'.'.':.*.'.'.%,.: ':.'.'.%:.�a \ OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. 0: \ . \ \111, \ "Ay BALE 0`7 -.4 x \. 4i -.1 Ord) PAD w/ ..,.,. ............. I .... �. I . I . I . I . I . I � I .. .. , -:i::::: .. , .-.,.-.-.:-:--:-,::-.-,w .............. o ............. . \ . . \ \ %. ... ...... 1. I I l.:V...:-:l:-:-:-:-:-, ... ..%,.,.:: . .., . % m 0 . . ... 4... ... ............... � I \ \ � 3 STEPS : -'-** ..... :.:.:.: . "' * ... ....................................... :....... ANY DISCAEPANCIE5 OR GIXSTIONS SHOULD BE "CUTELY - rl, 100y"014-Z \1 3ILGI.,. .... I ... ::::.....l. -:--,-:-� *:.,.,.,:.7.'.'.%% *. N....:.-.-:.-.-.-.-.-.-.-::.-.-.-.-*.,.,313�4'.*-,.,......:.:�.:. w . \ z . I I I ....... X .... :-:-%`*-*-,-*-,-`, \ \ w I .. ............ %�........::"..': :"*,* : � BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION \ \ ..... : '.'.*. ."-,.,: - .... I ........ I .... .... I ........... I .... I ........ :.*..*.::::::�:::::::::::::::::).",:::-:.,.,.', � . I . q ;S10 k � I .. UNI\TS ll.� �� .. -- I ...................... ..... � I \ \ / .�'L ,.,... . .. ......... .. . \ \ ,III, � 3ILL7 '\ ".,-,�,!,.:.:.:.:.:.:.:.:.:.:."k7:.:.:-:.:-�::::::.:..6 ... ,.*.,..*.,:..".:.:.:.:.,.*.:.:.......-...- :---.--.*N.,::..*.*,*:.".*'.".".*'.".".'*.".".'*.*'.'*.".".**."".*'.*'.'*.*,.,:,*.'.'.'.*.*.*.".*, . \ mkt mr. BEFORE PROCEEDING WITH THE WORK. � _ , � 12 ........: . ....... I.. , ...'............ . . .........,.,.--.*.* ............. I ............... x I �.. 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A � 0 % . \ I ...... :::::,�.',�*.::::::::::::::::::::,., ... * 1:11.1.,.,.,.*.I.til."",:.,.,.I .... :..:...........-..................:......- \ \ GRADED GRANULAR FILL PLACED IN ONE FOOT LIFTS AND , t . %T J. - .......... ..... . ..... -- - - � i - . , I "*:.,.*.,.,.,.*.,.,.,.,.,.....:..::.:.::.:.:- -.,%.:.:.:.:.:.:.:..,.�.....-.-.-.-.-.-.-.-.- � \ u - . , , %%,:.1.1.1.111 \ \ , I \ "I I C45 q 01 \ 1, ... .... . :-:-:-:-:-:-:-X:-�- -::,:*-,-X-. I... ... . z t . � mm 302-1 1 1 1 1 ( I \ � I 4xre PAD 4v 321A .lvm U., --�-:-:-:-:-:-:-:::-:-: .,..,....,................:....,................................,.. ... �. o .. COMPACTED TO A MMM q5Z STANDARD PROCTOR DENSITY. . � 00 3U.2 TO 3 . : . ......... :.... -::.....,......:.-.-.-.-.-.-.-.-.-.-.-.-.- . ... , " '.".' 0 1 % . f . ,.. . INV IN 2qq.2 our % 4 STEPS "I .. � . .. � . W-: I k\ ........ ................ *.*.,.*.*.,.,.*.,.*.,.,.,.*.,.,.,.*.,.*.* .......... \ k . \ ..... 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I + G 0 r, 0 / QWST MZV. 306.0 . \ I \1 \ 9 I Cl ) 01 (�L, �l I AND t-iAINTAIN THRCPAJ&HOUT THE � � - ,I A W I om \ C i (� C, / �l , \ . �� 1\11, I I 1 4 . I "..., .. � COISTRUOTION PROC,MSS LML \ I . 1-1 w HETLAND 1% I \ "t ., Erosion and Sediment Control Notes - : \ \ \ . I i , vecx I=K t I DWK V_" . . 01' I / IfIr 11, I- DURING EARTHWORK FHASES. SEDIMENT TRAPS CKAY BALE DAMS) + ALL LAAN AREAS ARE YeLL , I . 1� I .I, / \ zg-- � . \ I / / 611, 1. I ESTASLISKW - WE DETAIL \ I ,.�/ ., . .106, � 00 11, ,., I", SEDIMENT GONTOL FENCING WALL BE INSTALLED IN DRAINAGE SWALm AND . / , I -30- ,;rl / / � I L, / I .. .\1 / I I I . . "I ll,,,,��I,,1111��%%. / / 11, "I AT THE TOE Of GRADED SLOKS AS INDICATED ON THE PLAN. 1 . \1 RIM-3 : 11 / ." I-- 304 , � \1 . � / ,\1 1'� 2. AFTER EVERY STORM THE SEDIMIENT TRAPS ! .,., -- U* \� .. - \ 00.01 I L., \, / .. " I � I / I �.,.. WALL BE INSMOTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES \ � , I ... L. = " I " I � . N . . - / �/ �, WALL K CORRECM WITHIN 24 HOURS. I i "'L �. / .. I I= �l , I I ..,.... \� i -�% . . 3W � w a" I "., � / / w ll,," LOT 4 , \ . \"\ 1, �1111. / I 11 � I om . "' W 3011 t'l , / 2 �. 3. ALL BME EARTH AREAS WALL BE SEEDED AND MULCHED I / I 11 � 11 C-4 .,. . I -4- WITHIN 48 HOURS Of SPREADING TOPSOIL TO PREVENT EROSION. � , , , I .. " , It, ..'. L" - SWALE -/ --� - -.--------� , .. I 1�1 \ / / C4 1�, " \ 6' " .....L A / 11.11 I Ry l5a '. I ." U-) 1, 4. THE CONTRACTOR WALL COMPLY WITH THE NEW YORK GUIDELINES ;p '.1 '. / I \ \ 0 .+ \. I pm . / p � t,:P, \, 11 U) �4- \ I", FOR URBAN EROSION AND SEDIMIENT CONTROL AS MUCLIWED BY � : N \ : k /, 100 . i � FOR URBAN ER0510THE EMPIRE STATE CHAPTER Of \1 ; -.\ ,\I/, < I \ I / ", .�, � / (n %. t - \ I , / " � 1, THE SOL AND WATER CONSERVATION SOCIETY. ; N I / \ \ \.. j . ! L. \ ,%It, \ i . / , -,\. \ '\.. rRE SLOPES I / / 5. INSTALL ER05ION CONTROL FABRIC W"L ! L i 1. . ST'- � \ ! \ . 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': '1':::.::::::: :sir, ;_ • ,....:. ,. y.........::;s::::;::::.::. �::::..:::.::::::::.:.:.. / / / 1 ,......... ........................... . :.:. :.... ,...........:............. D ,� k. ;, ,. :^j Lr'. i'2 / ............ -f �}'. / ....... : •:...:::. ....... w, I PLA IT LIST \ \ : , ;,, I-cP ,E-., 4-� , I � // / / / / / / ,// I-+5M ` 1 SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES CK AM PLATNODES CRIMSON KING CRIMSON KING MAPLE 3 3 - 3.3" CAL B + B " MALUS PRAIRIE FRE PRAFZ ME CRABAPPLE 6 2 - 2.5" CAL B + B PO QUERCUS PALU5TRI5 PI'I OAK 2 3 - 3.5" CAL B + B WFI PNUS STROBUS EASTERN WHITE PNE 3 6 - 7' "T B + B WP2 PNUS STROBUS EASTERN WHITE FINE 6 3 - 5' MT B + B CP PYRUS CALLERYANA CLEV. SELECT CLEV. SELECT CALIAtY PEAR 6 2 - 2.5" CAL B + B SM ACER SACCHARUM SUGAR MAPLE 9 3 - 3.5" CAI. B + B SA FRAXNUS PENN. LANG. SUMMIT SUMMIT ASH 7 3 - 3.5" CAI. B + B GPi PICEA PIINGENS COLORADO SPRUCE 2 6 - 7' "T B + B GP2 PICEA PUNGENS COLORADO 5PRUCE 4 3 - S' "T B + B SHRUBS CH T5UGA CANADEN515 CANADIAN HEMLOCK 1 3 - 4' "T B + B 56 AMELANCFIER CANADEN5IS SHADBLOW SERVIOMNMY 2 4 - 5' HT B + B. MULT1-STEM CC MALUS CORALBURST CORALBURST CRAB 2 4 - W HT e + B. MULTI -STEM T TAXUS DENSrORMS DENSE SPREADING YEW 12 24 - 30" HT B + B. MULTI-5T€M P RHODODENDRON PJM PJM RHODODENDRON' 15 24 - 30" "T B + B J J JHPERUS PROCUtMS NANA DWARF JAP. GARDEN .AJNFER 51 16 - 24" CONTAINER GROWN B BERBERIS THIJrMGI ROSE GLOW ROSE GLOW BARBERRY 24 24 - 30" B + B A SMA BUNALDA ANTHONY WATERER ANT"ONY WATERER SPREA 42 3 GAL CONTAINER GROWN 5 SPINA JAPONICA LITTLE MU CE55 LITTLE PRINCESS SPREA 9 3 GAL CONTAINER GROWN " ILEX MESERVEAE CHINA BOY/GIRL CHINA BOY/GIRL "OLLY 30 24 - 30" B + B D SYRNGA MEYERI DWARF KOREAN ULAC 24 24 - 30" B + B C BERBERIS TMLWERGII CRIMSON MGMY CRIMSON PIGMY BARBERRY 18 3 GAL. CONTAINER GROWN 3" 5"REDDED BARK MULCM 3" MIGM SAUCER AMENDED PLANTING SOIL if) ® ® 1 /////// //////// G �)ry. p GG D D D D GG P p I I �/ , a X' //�� / 1 �G 1 B i B/ I I / ,s / / ,'' 1 J�N o 4 �� ,� R B I ( /% / // / / 12 F Q�EENsg E I /� '/ / ""'�'►► .�pwN NN1N�pFF � T� I i I-NPI 1 :i i Z-NP2 I 41 � I /I NOTES : ` // DECK DEGK DECK rs I / ! I I LAWN � / 7 i. THE CONTRACTOR SMALL INSTALL 4' TOPSOIL N LAWN AREAS AND FAME GRADE. DECK DECK m . I I / :,,-, I q I / / 0 2. AREAS INDICATED A5 LAWN SMALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX. i/ I / / OR APPROVED MIX. AT A RATE OF 3bs PER 1000 sf. STARTER FERTILIZER C5-10-5? .30 /,i i / / AT 40 bs. PER 1.000 6f AND MULCHED WIT" STRAW OR "YDROSEEDED. �.� . __ �_i /; I // I // 3. PLANTNG SOIL FOR BACKFI.L OF NEW PLANTS AND PREPARATION '' - , / / / OF PLANT BEDS SMALL BE A MIXTURE OF 1 PART TOPSOIL. 1 PART COMPOSTED LOT 4 MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 b pea- 20 sf. �0;) `` � w �aa k.+t> I �, / 4. MULCM FOR TREES AND SHRUBS SMALL BE COARSE SHREDDED BARK. bwmz I // o FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. � // I1, 5. MULCH FOR SHRUBS AND PERENNIALS SHALL BE FINE SHREDDED BARK. / V) FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL / // / 6. THE CONTRACTOR SMALL NSTALL ALL PLANTNG IN STRICT ACCORDANCE WITH THE STANDARDS OF T"E AMERICAN A550GLATION OF NURSERYMEN. S05'S4'38"W 265.32 �/ // i•l 9 m 0 z o0 1� O v 11 0 r��/� cd U) e L"' z k W m AI� 0 ''^^ V Vt W 0 �, a H a w w (1 U) V W a A p t u x Z a A I� b t~ &" _4 U 0 ,.4 U 0 .. 0 V4 W H ►M-�4 1� U LY w U) Fi ?�4 o y" � z a • cr ��/�y�J 1'�'�1 0 W �,� A al C ',r it z °' o w W w ,`� 1� j 0 Z W aA > U 't o y" z t� o cr y u a w H z z u (%� = O 9 b 0 O w w � W O x � x U A as m .ti "� m Z .4 SP-3 %Eff 3 OF 4 i—: 3G" FENCE POST. 10' oc MAX DRIVEN 16" MN INTO GROUND SILT STOP FABRIC EMBED 6" MN N BROUND UNDISTURBED GROUND 5EDIIENT CONTROL FENCE ASPH&T PAS NOT TO SCALE 1 1/2" TOP GOUR5E ASPHALT 2" BINDER COURSE ASPHALT GRAN UILAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO q5Z STD. PROCTOR SUBGRADE COMPACTED TO qOZ STANDARD PROCTOR PARKING LOTS, NOT TO SCALE Nona. WA - 250 w MW n11166M 6WUM cur off L M NAK COLOR - tlf." OLA" ROW ALIAMM" POLE CIO= BOLT BASE COVER Polo OAK coven ANCHOR 1" CHAM'MFER" 1XXTS WWAZVELNG NUTS AS SUPPLED BY LIGHTING MANUFACTURER + I`• I GNCtDLCRGRADE) SMOOTH fWaIrt. C ERALCONERS I (. rNMSH GRADE �I I°.f I I •.r\ ti j , `. ��� � ; �• ;�4 .� I+'ter t ��; r _ I/ AI L � CLEG GONDUT CGALV STEED ' qCP MO. 24" RAMS J- r �'. /�,!� �� -, � •~ S 4F7 RODS VERT. SPACE EQUALLY T. ,L9 A. dl , #4 HOOPS 12" oa. 12" OVERLAP --2'-O" DIAL ROUND BASE CCARTH roRMED) 4000 P. GONCRETE r 2 -O GUT -OFF L&T DETAIL NOT TO SCALE L SCE PLANS FOR POLE LOCATION. 2. GONGRETE TO BE SMOOTH RUBBED f"WO. 3. COORDINATE INSTALLATION WITH OTHERS TO ASSURE A COMPLETE PACKAGE WITH CORRECT OF ANCHOR BOLTS AND ELECTRICAL CONOUT. I.ENG'TNi VARIES SEE PLAN T ❑ ❑ ❑ ❑ ❑ SWALE CI) 2"x2"x3' STAKES OVERLAP ENDS EacH BALE DALED MAY OR STRAW 7f� FHSKD GRADE HAY BALE FILTER DAM NOT TO 50ALE 1/2" RADIUS 1" 5•• p •� ALT Ott 50A, o - • p � 0 S 0 or r cop SLIBGRADE GOMPAGTED TO qOZ STANDARD PROCTOR INSTALL RP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION w/ BOLTED COUPLING BAND 12" ff*L DOT ME" STONE 10' LONG by 6 ' WDE =; ;�;......;:;.. ..........,.ice • _ i• CULVERT END 5ECTION AND 00FALL SMOOTH RUBBED FINISH on CURB FLASHED GRADE LAWN POURED IN PLACE CONCRETE CURB O I ADAPTER FITTING IFRECILI111RED WYE. 450 OR 6CyD 450 OR 300 BEND AS REGiLWO G" SERVICE CONNECTION Pl.J�N FNl5HED GRADE 450 OR 300 BEND 3•-0•• AS REQURED nqn COVER 1Z min GRADE Ci/8"/ft) L 4" SERVICE CONNECTION ,,, ........ - -- FIFE BEDDING MAIN SEWER AS PIOLWED 56GTION SEMR GON ECTION NOT TO SCALE NOTES ALL SEWER SERVICE AND CONNECTION WORK SHALL BE N COMPLIANCE WITH THE TOWN Of CIUEENSBURY. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z STD. PROCTOR NOT TO SCALE CULVERT PPE BURY CND 4' INTO SOIL 4• min #2 STONE NOT TO 50ALE STAKE )E AFTER + 4" PLUG i9 SMOOTH RUBBED FINISH on CURB DEEP 3/8" x 3/4" DP TOOLED JOINT., --BROOM FIMSH PERPENDICULAR TO WALK CONCRETE WALK SEE CONCRETE DETAIL G .r r 6" x G" NO. G/G WOVEN WIRE MESH 12•' GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO q5Z STD. PROCTOR SUBGRADC COMPACTED TO qOZ STANDARD PROCTOR NOT TO SCALE GRADE AT UNPAVED AREAS RESTORE TURF,q� -►1-Ti P�1 I A fgT_- SUNI6RADE CZVATION UNDER PAVEMENT. USE SUIWASE MATERIAL UNDER LAWL USE EMMtiAVATED MATERIAL uNI�MSTUReED suaGRADE PPE BMMG MATEMdAL SAND OR fNE GRAVEL STORM DRAINAGE PPE SEE PLAN FOR SRC AND ELEVATION NOT TO SCALE 1PLING — MACHINE BAGKFLL W/ NATIVE MATERIAL D GRADE COMPACT EXCAVATE TRENGH WIDTH IN 1'-0" LIFTS hM11hNJM WIDTH EQUAL C4" MAX. SRE� TO PIPE PLUS 2.0 FT.TO q5Z M ODO VC v PROCTOR Q CORPORATION STOP NOTES ALL SEWER SERVICE AND CONNECTION WORK SHALL BE INCOMPLIANCE %Ttt THE TOWN OF CIUEENSBURY. SELECT GRANULAR MATERIAL C100Z PASSING 2") TO 18" ABOVE PPE. HAND BACKFI.L. G" LIFT. PPE BEDDING G" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO INSTALL HAY BALE DKE AROUND MIT UNTL AREA IS PAVED HEAVY DUTY FRAME AND GRATE PRAMS TO BE MORTARED TO TOP OF STRUCTURE WRAP GRATE WRM FILTER FABRIC UNTIL AREA IS PAVED mb FLASHED GRADE � � oRCM:MENT YPPE TO BE MORTARED N PLACE S MF 12" DEEP mh 7 L 4:1 6•• 2., �.. 6.. CATCH BASIN DETAIL NOT TO SCALE TOOLED 50ORE JOINT. SEE PLAN. 5' or. NOMINAL EXPANSION JOINT SEE PLAN. 25' oc max it it it f;j 1 ' is iEsEi i i iiEiEE !E? ' • ` �' ''BROOM FINISH it j PERPENDIGU.it AR it ii `i I i TO WALK DIRECTIONi it ilE'•iI 33 EIi :ji it it iEEiE ;i I I i!f . I E E ijlj jjj i• 1 1/2" 3" TOOLED EDGE. 1/4' RADIUS min CROSS SLOPE— 1/8" TO 1/4" per FOOT CMAX 5/6" per ft.) TOOLED SCORE JOINT \ 1/4" R. 1/2" DEEP 6x6x6/6 WWF . E t it — - — i• E —;Ef - 56GTION CONCRETE WALK BROOM FINISH SURFACE TYPICAL PERPENDICULAR TO WALK EXPANSION JOINT 3/8" COMPRE556LE FILER WITH ZIP STRIP + SEALANT TOOL BOTH EDGES TOP OF SEALANT 1/2" BELOW FN. GONG. • . ' 4.000 PN CONCRETE IL ' � .; Q•,: o .' GRANULAR SUBBASE NYS DOT SECT. 304. TYPE 4 COMPACT TO q5Z STD PROD SLISGRADE COMPACTED TO 9OZ STANDARD PROCTOR NOT TO SCALE PC) p s l �-Zorn J ts��a 1 1" N GRASS AREAS FLRJStt WMM PAVEMENT v ��'` '�D RE ark � 04200� SUN z TOWN OF Q1 INNING OFF 8 E Y � PIA CURB BOX CEXTEN TYPE WITH ARCH PATTERN BASE AND STATIONAIRY ROD) COPPER TUBING CURB STOP CTYPE K) W-11° CONNECT TO EXISTING SERVICE PPE WITH FLARED UNION OR COLPLNG. 8" DJP. WATER MAN SOLD GONG. BLOCK OR 01 FOOT PECE ALL WATER PING + COMNEGTIONS TO BC N ACCORDANCE AS RECAAKI) WITH QUCENSDUtY WATER DEPARTMENT STANDARDS. SERVICE PIPE C 014ECTION DETAIL NOT TO SCALE K# H33H/ b o r N U W AL a0 O �b1S*L a4 N 0 ?y a� z b C U I � z Ma F4 w a w A or Qi o I� ^ E+ E" 4 aI O a A o z Z �� o w t~ Q d � o 2 w 0 W W EMI 4 V2 w W z z Z z cr A m �+ 4) z I m a W H 0 E � W W a° Z *4i a° '0 w I W + to � a� ato ApM 25, 2= 8t�fr av Woied SP-4 G EET4OF4 Z t IN I NNN �� ♦Ile' i/ dF / X --------- f ■ 171