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98-736 CER.'TIFI Aa E OF OCCUPANCY TOWN OF QUEEN58URY WARREN COUNTY, NEW YORK May 10 99 Date 19 98736 Thu is to certify that worts requested to be done as shown by Permit l''+1o. i has been completed. 8 UNIT APARTMENTS This structure may be occupied as a 7 BAYBROOK DRIVE BLDG , 2 Location BAYBROOK TOWNHOUSES BLDG . # 2 Owner TAX MAP NO . 6 0 . - 7 - 13 . 2 By Order Town Board TOWN OF QUEENSBURY toe C ! /� Director of Bldg . 'Code Enforcement BUILDING PERMIT VALUE $ 25000OTo N OF QUEENSBURY fVa TAX 6-- TAX MAP NO , 60 . - 7 - 13 . 2 WARREN COUNTY. NEW YORK PERMISSION is hereby granted to Street, Road or Ave. OWNER of property located at In the Town of Queensbury. To Construct or Piece a at the abOvO locaion in approved and in cat Olianc�e withance the Town of Queettsbury Building andiZoning Ordinannceinformation here to filed artd t. OWNERS Addrere is INC . 43H HUNTER BROOK LANE QUEENSBURY , NY 12804 2. CONTRACTOR or stmi R"S Name ScHERMERHORN CONSTRUCTION 3, CpNtTRACTOR cr 8UILDERS Address 43 H HUNTER BROOK LANE QUEENSBURY , NY 12804 4. ARCHMCT'S Herm COMMONWEALTH ELECTRICAL AGENCY 5, P0 RHOXX5706ress HAGUEr NY 12836 6. TYPE of CO"fucti )n — (Plasm Indicate by XI TOWNHOUSE I 1 Wood Frame i } masonry ( I Steel ( 1 7. PLANS and SpsrcifiOstiOnt 8460�Q FT 8 UNIT TOWNHOUSE APARTMENTS AS PER PLOT PLAN SPECIFIC TION III 8. Proposed Use 8 UNIT 'TOWNHOUSE 1092 November 30 �$ 2000 S PERMIT FEE PAID - THIS PERMIT EXPIRES ofs, longer period k rv~k*d an before application +iicatio II d on ata extension mast be made to the ou"dhp and ton" irtgrmctor of the town 3 0 November 1998 Dated at the Town of flueertslsury this Day of 1g Lfor the Town of Queensbury 00401210aSIGNED BY na tmesse aimpr But tn, ernutLAna' ication 7,0wit of iQ[teensbut y - Urlet. of Cerrtu tinily Derelolmnertt, 742 ldrrp Road, Qtorerrsbor•y, NY 12804 1701 -82561 _ .ls_.-- BUIL01NG dG C 0 V E ENFDRCEtAlENT N013LL Regnirenients prior to issuance of this pernxit: PE11A117. 14LE NO. L]__ A permit must be Oblained before �} beginning ccrost"wlion. No inspections zenhig Board Action 1'CRAHT FEE rAID $ will be matte until applicant has received a VALID tiU1Ll]tN0 PERMIT. Atl Arcn I Veo RECRC�IHON FC:E PA _ . . applicants' spaces on this application ®r; MUST be crnnpleted and- Itoe signahve [ rlaniting Darrel Action REVICWED Dirt. _-.-- -. - . of Ilwa applicant must appear on the SI*lx I skoxtivi+kwl 1011wr 842I101mg lwrvnen golicalicm forrn. MWAF- Itec:rention F" paynecnt - Alrpticant: c e.c v►n a C t c,.l Co,1s�Cti'c ::. ttil fawner: cl%e-.t C' c It cJ� iel� I �r� • ' ; ) Address: H3 l-i l�,�e e 1 j ^rcr " LN • Addl-csa: J : N Plione # ( _5_i > s ) _?_9t�3 _ - e3 ] I'Itonc # ( � _) ...�"�' � - Prolvrty Lourstlon: Wd tX � C t1J s f11�+'sGl q �# � fax Miry Nlltlll,r�r - '' ^-- N1111 10111ull Nwiml+t , ,J3^P .,b t^^fit —'ir4f_�.. 1." ..4- tt�utlt�n IihxrN I � d NATURE or PROPOSED HORKI ESfI"ATED MARKET VALUE OF THE XC New Building : CONSTRUCTION : $_ �- Sa� � �� ' _ residence / commercial Addition to Suilding : residence / commercial OCCUpANcx INFORMATION : Alteration to Building : Primary Building residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size _ Family Dwelling rJff3ce other Work ( describe below ) Mercantile C Manufacturing IKIU � Other GROSS AREA OF PROPOSED !STRUCTURE s ✓ r'0!r"1 if ADDiTio" , what~ will use lot rloor . . . . . . . . 0? 3o sq • ft • of new addition be ? : 2ttid .Floor . . . . . . . !i1 �3G sq0 ft . other Floors . . 0 * 0 sq • ft . ( not unfinished cellar or basement ) ACCESSORY BUILDINGS : Detached Garage le 2 car TOTAL FLOORAREA : - ; `� fo( SQ .. FT .. Attached Garage 10, 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Other f t FEET X � aZ. FEET Foundation Type : (�'yr7Gd'cy�fNe Will any second- hand or ungraded Foundr io stories : lumber be used ? If so , for what ? Numbeof ( habitable space only ) g } : _ '►(. feel TIDE O[' . HEATING SYS'1CTstiI Height ( grade to rid e , Number of fireplaces and / or wo�etove ( castle all whit !( li o }od to be installed : u lslecksi _ ' l / Gas r /W of reed [lot Air ! aseboard / pffixer Person responsible for supervision of work as regards to building codes 3. st _ IneE`w� et.fi {r.ai N Ccjt` 4?Naine eqss PhoneBox i lder : Sc�t LCU••t cL f ii �cr � .+��Cd�c l I&! ...i C.0 -.. k Plumber ! /Icj"'Itll E 79 . - _1 - Mason : f7aG1dw / .� Electrician ! -a • ' --- l.?TCLARA770N".4 Please sigte be lfte'r yati Itave carefully rear( the stnierxlent. ' o t th he best of my knowledge e statements contained in this application, togethe r' r with the mans and %pecirications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning C1rilinance and all other laws pertaining to the proposed work shall be complied with, wl►ether specified or noted, and that such work is authori led by the owner. Further, it is undersIMA drat l/we sl:all submit prier to a Certificate of occup ancy"or Certificate of Compliance being issued, an AS 13UILT PLOT PLAN by a liccrised stir veyor; n t seal , sho in ctual ocation of Irrnject on premises. Signature. (o ner, owner's agent, archillecto contractor) ENERGY CODE COMPL.IA.HCE APPLICATION ----- ---r~� TOWN OF 900DUHEATBNGYDEGREEE COUNTY DAY Corn Hance 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 Residential * Requires submission of worksheets APPLICANT ` S NAME : PROPERTY LOCAT ION : �%��ff+ii7( -- Y7 QrtJ Udo PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : 1 . Gross Floor Area - 4pikoO square feet �, of Heat _ Electric Oil V Gas Other 2 . 'gyp � Yes � No . Is building mechanically cooled.? area of windows and doors k Over 17 �k �} . Percentage of Under 17 % 5 • 5T- OWN VALUEON PO LANS NSUE3MITTED IUEN BELOW MUST CORRESPOND TO R-VALUES. A5 R 3c a . Roof R 15r b , Exterior walls R co Glazed areas R ,� _ d . Exterior doors R 1 � _ e . Floors over unheated spaces R !l f , Edge of slab on grade ( heated building ) R uil g . Basement / cellar walls ( above grade ) R h , Basement / cellar walls ( below grade } cts -piping in unheated space R i , Heating / cooling-du 6 . Service ( domestic ) hot water heating devicex Yes No Conforms to minimum +efficiency per code, TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED Date Phone Number Appi i • ,4y �n tur fl -- r - �"a' _ INSPECTOR ' S REMARKS : URY TOWN OF QUE"S8RC ErtI3NT CODE BUILDING 76 42 'BAY ENVO UUSENSBURY NY i2$U4 (5181 76I_$256 [7EPART -----' ARRIVE ----�- REPORT FYNhL II'IBPSCT IOI7pl"z t Cc7ril}"116X) Cot*4F,TtCTF*L -` ('hotel - mot PATE INSPECTION RfiQUES'r RECEIVED ? NA14E LOCATION PERMIT 'A DATE. ..r--�� rv� �•- �-- TYPE OF SryRUCTURE PI,UML iNG`� I3ACKFILL FRAMIN"G^.�.. FOOTINGS NO INSULATION .v R A FEE_. �-- Cx sMl,1�. 13, VENT L._F i X.TL3�- R'E--s'-��`---- PL�ING - �----- wvQgFING.�— EXTERIC7R FI.NISti _� ----` - H�p�TIyJG�}LOT VAI.,VES R 1"4t3�if]RTIO- �ULA.T�__ ___ IL r1GS I C1TE�S rh I RS . RR .�---- Smp OWROO14 E_C3CP.�?SrJRE FxxF,,,(pEI•LISE WP.LLS CLYL�_�._Ik1G- F'Ift-E STUPPI@iG F 4� OORS CLC)ST R`a �_----- HARUW iLREl----'�'"`J� LAT ORI'I fiLCVATOR �.- DI ahPP CC Ss----- ��--- --�".� .-----� HANDIC PP n BATHS HANDICAPPED P [LLSING F' -fi c T R z�- S �vP AN WNUR, ,NCE 'R ------- AL SURyY PLOT PLRN I IFP. RE d_!< �Pp IPSLiE C 10 i i 11 I _ _.- -- ----- -- ... ----- GENERAL INSPECTI NN REPQRT F Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, NY 12804 `ve } G am/pm Depart am/Pm ) Inspector's Initials at - NAIVE: PERMIT # LOCATION: DATE TYPE OF STRUC RECHECK IA YES NO COBS FootingslPiers � Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing Protection from freezing 4el 4� for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundationlDampproofin 1 Backfill .4pproval 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- Ceili.ng R- Duct work or Piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Readers. . Bracing/Bridging Joist Hangers__ 3 Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour. Firestoppmg MULTIPLE DW ELI.ING. HOTEL, MOTEL, APARTMENT FINAL ]INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date mspectstm request received: Dept. of Community Development Town of Queensbury Arrive It Depart 742 Ray Road Inspector's Initials Queensbury, NY 12MM NAME PERMIT #1s LOCATION DATE to TYPE OF STRUCTURE -`+ N/A YES NO COh4N4ENfS Chimney Hei&Lrf 13" Ve vDiract Vert lxxmt:m Fresh Air Intake Plumb Vent through roof Roof complete Exterior finish complete - Luerior/raderior railings 34 in. to 38 -Exterior handrails. balconies, lan " g 1 s in. or Interior handrails stairs bath s" 3 or more risers Guardrails 42 in. G �! Mlisters 4 in. spacin -Doors 36 in. -Headroom 7 ft. on lairs - Handraii exterior stairs sides more than 3 risers Floor finish Bathroom/kitchen w ght interior handrails bal iesflanding 18 in. or mere Railing across win in stairwells Smoke detectors every level + every _ outside ev bedroom inter Cann Bathroom f -Plumbingfixt res - Foundation insulation_ Fire separation 3/4, 1, 2 hour_ - Fire walls 1, 2, 3, hour, -Fire doors '/a, 1 `.'x , 2 hour Handicapped Accessibility Handicapped parking. .. Handicapped signage_ -Finish grade Gas valve shut-off c)gwse3hegulator 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 -Furriace/hot water heater Operating, --Relief valve(s) installed Garage fireproofing. Garage pCnetrations sealed.. - Furnace in separate morn protected (in garage) - Light ventilation per room. -Safety glaring 18 in. or less from floor -Final Electrical Site Plan/variance required --Final Survey Plot Plan .— AS-buik septic system layout required Okay to Issue temp C/O Okay to issue perina lent C/O (Centif: of Occupancy). Okay to issue C/C (Cert if: Of CarnplianCe) Ale\ RESIDENTIAL FINAL INSPECTION REPORT Office No. (518) 761-5256 Date inspection request received: Building & Code Enforcement f Dept. of Community Development Arrive am/pm Depart I - an*M Town of Queensbury Inspector's Initials 742 Say Road Queensbury, New York 12804 NAME t A iQ Y.?i 1 roil�J _ PE UArr # s� LOCATION DATE 45-- 0 42 _. TYPE OF STRUCTURE NIA YES NO COMMEWrS Chimney Heightr B" Vent/Direct Vent Location Fresh Air Intake �.a i57 M L C '9'0 'e>C)T` Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 in. or more Interior Handrails stairs both sides 3 or more s Grade 2°/o away from foundation g" clearance to sill plate Gas Valve shut--off exposedlregulator g" above gracile. Gas Furnace shut-off Within 30 feet o within line of 46te. Oil Furnace shut-off at entrance to ace area Furnace/Hot Water Beater operab Relief Valve(s) installed Headroom, 6 ft. 6 in. on star Basement stairs, 6 fi_ 4 in- Handrail exterior stairs both sid nore than 3 risers Interior privacy/trinrldoarslmain trance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balcome ding 18 in. or more Railing across window in stai ells V Smoke Detectors &'t6 2 every level every bedroom outside evc-ry bedroom � } _ (t — 8e<� - inler connected .c.L-K.-AVZ, Ge—t Bathroom fans Plumbing fixtures Foundation insulation 3/A hour fire door/door closer Q Garage fireproofing, FOP l ! rf C'<-- 44; Garage penetrations sealed ,�� -tt Furnace in separate room. protected (in garage) cut l 44!�D fAT _ VV-, - 6A e--V )A. $�'' Y- Safety glazing per ms kv1 k 0 Safet lain l $" o les am fjga� Final Electrical (_ Site Plan/Variance rep •� Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C (Certif. of Compliance) ' t 1 � Okav to issue temp. CIO (Certif. of Occupancy) Okav to issue permanent C/O (Certif. of Occupancy) RESIDENTIAL. FINAL INSPECTION REPORT office No. (518) 761-8256 Date inspection request received: Building & Code Enforcement -7 Dept. of Community Development Arrive an>A ep�rt ` 74 f S ��j Ini 1 -37 Town of Queensbur irispec orns y 742 Bay Road Queensbury, New York 12884 NAME PERMIT # LOCATION FATE —s- TYPE OF STRUCTURE N/A YES NO COI�ITS Chimney Heightr"B" Ventlllirect en4 Location. Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish*3of lete lnteriarlExterioings 30" to 6" Exterior Hs`r,rtrconies, I ding 1 in. or more _.. Interior Handraboth si 3 or ore risers _,,,_ Grade 2% awa fo datio8" clearance toateGas Valve shuxpo ulator 18" above gradeGas Furnace sh within 3 feet or within line of site Oil Furnace shat en to furnace areaFurnaec/tIot Wleeter LingRelief Valve(s) lled Headroom, 6 ft. 6 in. on Basement stairs, 6 ft. 4 in. Handrail exterior stairs bath des more than 3 risers Interior privacy/tr , doorsf entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balcomes/Landing 18 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 fire doorfdoor closer Garage fireproofing 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 Plan As Built Septic System layout required ` Okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/O (Certif of Occupancy) _ May to issue permanent C/O (Certif. of Occupancy) _ TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 0 (s r 8) 761 -82156 SEPTIC DISPOSAL SYSTEM INSPECTION Name r' 'A( Location Date P e rm i t #_ SOIL TYPE: Sand- Loam- Clay-Results of Percolation Test. ( if applicable ) Rate-Minute/ Inch TYPE OF SYST ABSORPTION F ELD : tal Length Length of a ch tren Depth of tr ches Size of ston SEEPAGE PITS : dumber Size - ft . x ft . stone S ' ze PIPING : Size Type B , dg . to r Tank to Dist , o Dist . Box to Fie /Pit Openings Sealed ? Yes No Partial LOCATION/SEPARATI S : Foundation to Tank feet Foundation to Absorp ion feet Separation of Pits feet Conforms as per Plot P an Yes No LOCATION OF SYSTEM ON OPERTY: ( circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS : [� V� w7 \9C SYSTEM USE APPROVED : De YES NO rir Departted ed : Building Inspector TOWK OF Ql3CEN FORCE1+tEl1T� 8U1LDINB CODE EN 742 Bay Road Queensbury NY 12804 csis> o761 -sns6 SEPTIC DISPOSAL SYSTEM INSPECTION Name Locati on .`' � -Ws D- C P e rmi t # Date — l SOIL TYPE= Sand- Loam-Cl ay- �� ---- —J Resultsicable ) of PercoRate-Minuteflnch,_lation Test- __.�-- ( if appl TYPE OF SYSFEx.MELD . Total Length ABSORPTION Length of each trench Depth of trenches Size of stone Number SEEPAGE PITS ; ft Size --- - Type Stone size Siz PIPING-, ---- B i dg . to tank Tank to Di s Bo Dist . Scx to e dfpit No artier Openings Sealed IONS ; LOCATION/SEPA feet --- Foundation to ank feet bsorPtion ----�'- feet Foundation to — Yes No Separation of rpits pl of Plan Conforms as p SUM PROPERTY ; LOCATION OF ( circle one) Left Side Right Side Front - Rear Rear Mi ddl e Front - Middle COWENTS p cvP SYSTEM USE APPROVED: YES No Arrived - D,ep arted' 77 J Building Inspector M or QU BUILDIT1116 CODE FORC Y 742 Road $ Queensbur t!r y +rY 12s04 (sis) 76z-8256 SEPTIC DISPOSAL SYSTEM INSPECTIOW I Name Location Date Permit # ? 74.E SOIL TYPE: Sand- Loam- C7ay. -"� Results of Percolation Te of applicable ) Rate- TYPE OF SYSTEM: nuts / h ABSORPTION FIELD: r ta7 y~~ Length of each tre h Length if Depth of tr4Qches Size of stone SEEPAGE PITS : ivu ber- Size Stone size f x f t . rPIPING , ank to Dist . B x --- -- r�Q Dist . Box to Fi Openings Sealed LOCATZON/SEPARA ION'S Yes Na art la Foundation to Tank Foundation to Absorption feet Separation of Pits ----_ feet Conforms as per Plot Plan feet 1 LOCATION OF SYSTEM ON PROPERTY: s No ( circle one) Front - Rear - Left Side _ Right Side Middle Front � Middle Rear COMMENTS: • �� ��..� Tom- N � 4e - a SYSTEM USE APPROVED: YES NO Arrived: A Departed: Building Insp©r MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT 7 FINAL INSPECTION REPORT Office No. (518) 761-8256 , ,Building Sir Code Enforcement Date inspection request received: Dept_ of Community Development Town of Queensbury Arrive- a Depart _ 742 Buy Road ar's Inn ..�_._ QLLeMEnSbLLryi Ny I2804 1 NAME PERmu # q2-7, 3 (p LOCATION DATE TYPE OF STRUCTURE N/A YES NO COS Chimney Heiglat/ B" Vett/Duact Vast Location Fresh Air Intake Plumb "feat through roof Roof complete Exterior finish complete Interior/exterior railings 34 in. to 38 in. Exterior handrails, balconies, landing IS in. or more Interior handrails stairs both sides 3 or more risers Guardrails 42 in_ Ballisters 4 in. spacing Doors 36 irt_ Headrinom 7 fl on stairs Handrail exterior stairs bcxln sides than 3 risers Floor finish ELtthroarullcit.c3ten watertight. Interior handrails halcaniesllan otg 1 I in. or more Railing aT window in su ells Smoke every _ every outside every inter oortrtea Bathroorn fans Plumbing fixtures Foundation insulation Fire separation 1/4, 1, hour Fire walls 11 2, 3, ho r Fire doors '/. 1 �l, , hour Handichpped A ibility...�_. Randicapped p g Hai "cappm sigpa-Lge _ Finish grade Gas waive shut-oH'e treguiator 18 in. above grade Gas furnace shut-ofi'within 30 ft, or within lute of site Oil furnace shunt-ofFat entrance to furnace area Furnaceebot water heater operatin Relief valve(s) vnstalled Garage fireproofin Garage penetrations sealed Furnace in separate room protected (in garage) light ventilation per room Safety glazing 18nn. or less from Floor Final Electrical Site Plan Vanance required Final Survey Plot Plan As-built septic system layout required Okay to issue temp C/o Okay to issue permanent C/O (Certif: of Occupancy) Okay to issue CfC (Certif. of Compliance) MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT y ,� Office No. (518) 761-8256 Building Sr. Code Enforcement Date inspection request received: DepL of Community Development Town of Queensbury Arrive atnfprn Depart arnlpm 742 Bay Road Inspector's Initials --' Queensbury, NY 12804 =NAME PER.M.Tr # ` 7 1ION DATE _fT —!� TYPE OF STRUCTURE N/A YES 1140 (�C© S Churxncy+ 1le1ghtl"B" Vord/Direct vent Location Fresh Air Intake Plumb Vert through roof Roof complete Exterior finish complete Irnrriorlexterior railings 34 in. to 38 in. Exterior handrails, balconies, lapding 18 in. OrAbore Interior handrails stairs both si 3 or more Guardrails 42 in. Balusters 4 in. spacing Doors 36 in. Headroom 7 & at stairs Handrail exterior stairs both sides Haan 3 riacrs Floor finish men watcrtigid interior handrails baleonies/lan do 18 in. or more Railing across window in stairw is Smoke detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation Fire separation '/a, 1, 2 h r Fire walls 1, 2, 3, hour Fire doors 3h, 1 '/2 , 2 hour Handicapped Accessibility _ Handicapped parking Handicapped signage Finish grade Gas valve shut-off+exposed/regtilator 18 in. above grade Gas furnace shut-off within 30 R. or within line of site Oil fumace shut-off at entrance to furnace area FurnaceJhot water heater operating Relief valves) installed Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room �- Safety glazing 18 in. or less from floor Final Electrical Site Plan/Vanance required Final Survey Plot Plan /t✓� �JG�+�+ 5 `a�o� 't As-built septic system layout required Okav to issue temp C/O _ Okay to issue permanent CIO (Catif of Clocupancy) Okay to issue ClC (Certif. of Compliance) AL IN SPEC COMMONW ErA tTH E 6LECRIC Doe Run RasdNManheim4PA 1�55 ICE, INC� lVii}PiiCiPAL CEIYC1FICATE - ELECTRICAL APPROVAL`,., Panel Board No. ............................. ...'Ccr[. N4 ; Cut-in Card No. .....: ... .. �Ql s� t. . .................. . ,...or.. .. .... ..� .... .. moor mor Owner...........t ?... .. f^ c,.,.�.............. cK ,4 .... .. .......f..... .. ............................... ......_............._✓' L..4Cat10x1 ............. f.P'�G,e4Y i . �-r Installation Consisting of ... . .... ��... ................. ............[..,!P ..: ._.....,......,....... ...........,.�........ ...m...,_ .. ........., morm ....................... ................. ................ installed B . mom y........... ........... ... The conditions following ed the issuance of this certificate, and any certificate previous}y issued is on he cancelled: - made for inspection. This certificate only covers the or alterations, ions, 3 e }ti anon shalltbenpromptlyns as of date' and if t its 1Furoduction of additional equipment or alterationsf- it ge of makin in tions at any time tnspectors of this Company shall have the p �' rules are violated, the Company sha}I have xhc right to ev c this c atle ' Cif%c'r-+r'-"'�ti......................... [J&.tC....l' INSPEC'SOR .... ........... y Member N.F-P.A.. LA E.1- TOM OF QUEENSBURY BUILDING & CODE RoadRCEl�lT 742 Queensbury My 12804 (51s) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION N ame .� cis t�SR Location [ Date =-, Permit SOIL TYPE: Sand- Loam-Clay- Results of Percolation Test- ( if applicable ) Rate- Minute/ Inch TYPE OF SYSTEM: ABSORPTION FIELD : Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS : Number- ft . Size - S one size SiLe Type P INGO Bl d to ank — Tank ist . Box ---- Dist , o c Field/Pi Openi gs Sea ' es�� arti al L. IOK/SEPARATIONS : feet Fo dation to Tank feet Fo ndation to Absorption — feet 5 paration of Pits Yes No onforms as per Plot Plan LOCATION OF SYSTEM ON PROPERTY : ( circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS IF SYSTEM USE APPROVED = YES NO Arrived= Departed: Building Inspector MULTIPLE DWELLING, HOTEL„ MOTEL.., APARTMENT FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request receivers: Dept. of Community Development �,_ Town of Qwueensbury '',�Ve I`pa� '742 Bay Road Inspector'sspector's Initials . Queensbury, NY 12804 NAME PERMIT LOCATTO DATE TYPE OF STRUC NIA YES NO CONOAEriTTS Chimney Hetglt 13" Vea t(Direct Vent Loeation Fresh Air Intake Plumb Vent through roof Roof complcW Exterior finish complete f�- htteriorlexterior railings 34 in. to 38 in. �'+;�P►� J \ Ea terior handrails, balconies, landing. 18 in. or ovore hw!rior handrails stairs both sides 3 or more risers Guardrails 42 in. Balusters 4 in. spacin Doors 36 in. Ticadroom 7 f3 on stairs �— Handrail exterior stairs both si more than risers ►�� = � Floor finish n thrnnn 4dLChen watptigst hneriorhandrailsbalconies/landing in. more Railing across window in stairwells Smoke detectors: every level every bedroom outside every bedroom inter connected Bathroom .an Plumbing fixtures Foundation insulation Fire separation 3/., 1, 2 hour_ �y Fire walls 1, 2, 3, hour � F— Fire doors 11., 1 `/2 , 2 hour HandiclZI �d Accessibility Handic pg Handic se, Finish Gas valve shut-off expose&rregulator 18 in- above grade Gas furnace shut-off wit"Withimlimnehin line of siteOil furnace shut-offat ece areaFurnace/hot water heateRelief valves) installed Csarage ftreproofinGarage penetrations seaFurnace in separaw rooarage) Light ventilstion per room T Safety glazing 18 in, or less from floor Final Elecuical Site Plan/Variance required 7 ' Final Survey Plot PlanOf As-buih septic sysl=n layout required Okay to issue tclM CIO Okay to issue permanent CIO (Certif, of Oaagssncy} Okay to issue CIC (Certif. of Compliance} MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT Office No. (518) 761. U% Building & Code Enforcement Date isksption request received' % Dept. of Community Development Town of Queensbury Arrive C atnq), Depart 742 Bay Road Inspector's Initials Queensbury, NY 128tW / NAME i gERMiT f) '- LOCATION 7I7ATE TYPE OF STRUCTIT RE - 7 N/A YES NO COIIOVU NTS Chimney Height/"B" 'V ait/Direct Vera Locst on Fresh Air lrttake Plumb Vcrrtthrough roof Roof oornpkete Exterior finish cottItfete Interior/exterior railings 34 it. to 38 it. Exterior handrails, balconies, lauding 18 in. or more Interior handrails stairs bah si 3 or more risers Guardrails 42 ie. Baflisters 4 in. spacrt� n 36 in. Headroom 7 fL on stairs Handrail t"derior stairs bah sides more than Floor finish D,uhroort /kAc hen watertight Interior handrails balconiesilanding 1 in. or more Railing across window in stairwe Smoke detectors: every level every bedroom outside every inter connected Bathroom fans Plumbing fixtures Foundation insulation_ Fire separation 9/4, 1, 2 hour Fire walls 1, 2, 3, hour Fire doors 3/4, 1 !'z , 2 hour Handicapped Accessibility Handicapped parking Handicapped signaW. Finish grade Gas valve shut-off exposed/regulator IS in. above grade Gas furnace shut-off within 34 ft. or within fine of she, Oil furnace shut-off at entrance to fumaoa area Fumace�ha water heater Operating Relief valve(s) installed Garage fireproofing, Garage penetrations sealed.. Furnace in separate room protected (in 'garage) Light ventilation per room Safety glazing, 18 in. or less from floor. . Final Electrical Site plan/Variance required Final Survey Plot Plan elr As-built septic system layout required Okay to issue temp CIO Okay to issue permanent C/O (Certif: of 00cnkpancy) Okay to issue C/C (Certif. of Compliance) 6rmk- 1I TOWN OF QUEENSBURY - ILDING A CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 1—ter (518) 767 -8256 SEPTIC DISPOSAL SYSTEM IN TION Name Location Date Permit # 073 c' SOIL TYPE: Sand o - Clay- Results of Percolation Test- ( if applicable ) inute/Inch TYPE OF SYSTE ABS RPTION IFI LD : Total Length Leng of ea trench 'Depth tre ches Size o€ s SEEPAGE PITS Number- S ' ze - ft . x ft . tone size PIPING : Sjze Type Bldg . to ion �? u Tank tocr � Dist . Sox to Field/Pit Openings Sea ed ? No Partin LOCATION/SEP RATION Foundation to Tank / () feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan es No LOCATION OF SYSTEM ON PROPERTY : ( circle Front - Re Left Side - Right Side Middle Front - Middle Rear COMMENTS : &A IF r�c� 6.. SYSTEM USE APPROVED : YES /NO/ Arrived : V/ Departed : -rA Building Inspector TOWN OF aQUEEMSBURY BUILDING A CODE ENFORCEMENT 742 Bay Road Queensbury MY 12804 (518) 761 8256 SEPTIC DISPOSAL SYSTEM INSPECTION NameCst[ Location !,'c Date Permit SOIL TYPE: Sand- Loam- Clay- Results of Percolation Test. ( if applicable ) Rate-Minute/ Inch TYPE OF SYSTEM:. ABSOfto N[ F � Total Length Leng e h tr ch Depttr nches 5 ' eto e SE I Num r- 5izef .: x ft . Stone PIPINSize Type Bldg . ank Tank ' st . Box Dist . to Field/PitOpeniSealed ? Yes Na a�rtialLOCATEPARATI ONS : Found to Tank feet Found to Absorption feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: ( circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS SYSTEM USE APPROVED : YES Arrived : Departed : Building spect�r �,_, TOWN OF QUEENSSURY 1 BUILDING & CODE ENFORCEMENT 742 SAY ROAD QUEENSSURY NY 12804 ( 516 ) 745 -4447 P. I V!" : T7I'.1':.R'I' : p'IHAL INSPECTION REPORT - RE OEHTTIA DATE IN 5 ECTI N REQUEST RSCE VED : NAME LOCATION DATE PERMIT ! TYPE OF STRUCTURE _ BACKFILL FRAMING ROUGH FlS___ FOUNDATION INSULATION ROUGH FLUMBiNG _ SEPTIC FINAL ELECTRICAL�. WOOOSTaVE OR FIREPLACI N A C}SIMNEX NEIGH' VENT }iE G T PLUMF3 NG VENT R9 F NG EXTERIOR FIN H DECK PORCH ST RAI INGS REL F V'ALVES FURNACE H T W E P I G INT RIOR T I R V CY Ll O S - FINISH FLOORS : BATH KITCHK WAT R IG T OTHER FLO S SWE P B E y OTHER F ORS CAR ETED 1 STAIR , EARANCE RAILINGS SMOKE i>k"IF_C S ' $ATN OOM FRNS PLUMB ING F I7LTURES �. 1 FOUNDATION INSUL ON GARAGE FIRE OOFING I DOOR CLOSERS FINAL ELECTRICAL { SITE PLAN VARIANCE RE - AL suave PL OT PLAN oK TO 1sss��cLa oR e �c oy YE ERAL LiV PEG'TI[J►N REPORT Town of Queensbury Dept of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queenshury, NY 12804 Arriv491 8 Inspector's In NAME: jai yAC ^ ' ►1 FERMTT # LOCATION: UZNOI 3=ez— ] IE-, DATE : Z = -.t- `19 TYPE OF STRUCTURE: PtPA 1 gjl >LF- -- RECHECK NIA YES NO COMMENTS FootingslPiers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection foram freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundatian/Wallpaur Reinforcement in Place +■ FoundationJDampprooHn Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough4n Insulation - k.)�v 'l ►�► Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Wal.ls R- Ceilin,g R-1111 Duct work or piping in unheated spaces R� Proper Vent, Attic Vent Fram4 Jack. Studs/Headers Bracing/Bridging Joist Hangers Jack. PostslMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Tire Wall 2. 3, 4 hour. Firestoppin GENERAL IN PEGTION REPORT Town of Queensbury Dept. of Community Deveiopment Date inspection request received: Building & Code Enforcement 742 Bay Road ~� +Queensbury, NY 12804 Arrive� ,�y]�-.Deli �^ s ectoes Initial .t LCICATI NAME: O�� � _j�. H "�EK) PERM1717 # Lok DATE ; TYPE OF STRUCTURE; 1 "y1�1J�1"kFtih] RECHECK NIA YES NO COMl IEWS FootingwPiers I Monolithic Pour Form Reinforcement in Place The contractor is responsible r providing protection from g for 48 hours following the lace ent of the concrete. Materials for this purpose o site Foundation/W Reinforcement in P Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P Rough Plumbing Heating Rough4n Insulation C] Foundation Walls Interior R- Foundation Walls Exterior R- Floors V�' ,2 `f R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Postsfwlain Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL LN PECTI NV RE RT Tows of Queensbury Dept, of Community Development Date inspection request reaeinved= Building & Code Enforcement 742 Bay Road Queensbury, NY 12844 Arrive OiDyym Depart Inspector's Initleb NAME: PERMIT # �� L LOCATION: DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS FootingslPiers Monolithic Pour Form Refueorcement in Place The contractor is responsible for providing protection fro for 4$ hours following c pla nt of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforce ent in Place Foundatio Backfiill Approval Plumbing Under Slab Plumbing Vent/Vents i Place Rough Plumbing Heating Rough- Foundation Walls Interior R- ' � Foundation Walls Exterior R- Floors Wa R- lls Ceiling R- 1Duct 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 Harrier Fire Separation 1, 2, 3, 'hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL !N PE I N REPORT Town of Queensbury �+ Dept. of Community Development Date inspection request received: - `1 Building & Code Enforcement 742 Say Road Queensbury, NY 12804 Arrive - a � part�� pm is In' NAME: ' o # LOCATION: r I7A —'524 1 4�94 TYPE OF STRUCTURE' RECHECK NIA YES NO COST Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo le for providing protection from ing for 48 hours following the pla ent of the concrete. Materials for this purpose on site Foundation/Wallpour. Reinforcement in Place Foundation/DampPrOOflkng. Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place gh Plumbin l- Heating Rough-In insulation Foundation WARR- Foundation W R- FloorsWalls - Ceiling - 1]uct work. orunheated sProper Vent, Att FranzenJack Studs/HBracingMrid Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL IN.%PXj 'T'ION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Cade Enforcement 742 Bay Road Queensbury, NY 1 WW AArriver "',MI =45g!!.:� Depart 98 In NAME: PERMIT ## � � --- LOCATION: DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO Cd S Footings/Piers I Monolithic Pour Form Reinforcement in Plane The contractor is responsible for providing protection from f tezingg, for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Walipour Reinforcement in Place Foundation/Dampproo5n Back011 Approval Plumbing Under Slab Plumbing Vent/Vents in Place -7 ugh Plumbin C -a2 -- ? "�ZrGGcy.— g -In [C tion on Wall terior R- Foundation Walls xterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam _ Aix~ Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fine Wall 2. 3, 4 hour Firestoppin. GENERAL ,�1VSPECT'IQN REFQRT \�+,+ Town of Queensbury Dept;. of Community Development Date inspection request received& Building & Code Enforcement 742 Bay Read _ Queensbury, NY 12804 Arrive am/pm Depazj am/pm Inspector's fnniittii dsJu NAME: PERMIT # LOCATION- DATE : � TYPE OF STRUCT'1JRE: RECHECK NIA YES NO CONUV NTS FootinpJPiers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing, far 48 hours foilowing the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Bampproo1G Backfili Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough4n Insulation Foundation Walls Inte ' r R- Foundation Walls E or R- Floors R- Walls R- Ceiling R- Duct work or piping in eaters spaces R- Prcge Attic ent mint �P 1�:Ar1F�('r` ► . uP/ 'kT C� J k Studs/Headersracing/Bridgin `JF111 '4Mu. ', vf' Q�6<1` Rn57- '+mist Hangers J k Posts/Main Beam vr n5ltration Barrier ire Separation 1 , 2, 3, hour DTI ka� /�. GC ?+�G� V UAAT'5^ OK Penetration Sealed Fire Wall 2, 31 4 hour Firestoppin GENERAL INSPECTION PORT Town of Queensbury Dept. of Community Development Date inspection reque received: at Building & Code Enforcement 742 Bay Road /�+7. Queensbury, NY 12804 Arrive am/prn Depart/ 11 Inspector's Initial$ NAME: PERMIT # — ' LOCATION- 7, DATE : 2 3 422 TYPE OF STRUCTURE: v RECHECK N/A YES NO C©NUVO TI'S Footings/Piers, g/'P*s Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from g for 48 hours following th nt of the concrete. Materials for this purpose n site Foundation/Wallpour Reinforcement in.Place FoundationlDam Backrill Approval Plumbing Under Slab Plumbing Ventf Vents in Plaice.- Rough Plumbin Heating Rceugh-In lnsulatron Foundation Walks In nor R- Foundation Walls E or R- Floors R- Walls R_ Ceiling R- Duct work or piping in unheated spaces R- r Vent, Attic Vent "illl gje Ae t ov <-� •M c+ S i Framin Jack. Studs/Headers Bracing/Bridging 4" L 5 Joist Hangers 5r' ,lack PostslMain Beam Air Infiltration Barrier , r4vt . 0 `- Fire Separation 1, 2, 3, hour Penetration Sealed Fire 'Wall 2, 31 4 hourbkk Firestoppui GENERAL RT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, NY 128" Arrive �-- Depart Inspector°s Initi NAME: PERMIT # LOCATION: DATE TYPE OF STRUCTURE: , to m pi _ice t ��', EI_L. 1�` RECHECK N/A 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 nt of the concrete. Materials far this site FoundationlW allpour Reinforcement in Place FoundatibnlDarnppr Backfill Approval. Plumbing Under Plumbing Ve ents in Place Rough Pl n Head n ugh-In Insul on oundation Walls Interior R- F+oundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- �� 1 r Vent, Attic Vent �^� y Framing 6 -J �G-0 Jack Studs/Headers Bracing/Bridgmg, . ja it Joist Hangers , V Jack Posts/Main Beane �� , Air Infiltration Barrier v Fire Separation 1, 2, 3, hour - � ? r Penetration Sealed Fire Wall 2, 3, 4 hour Firestaprping GENERAL INSPECTION RE.i VRT Town of Queensbury Dept of Comumnity Development Date inspection request received* Building & Code Enforcement 742 Hay Road � o `�.,, Queensbury, NY12804 Arrive �■�L Depart J pectar's initials NAME: �' b 7v. z'�- r� +�-+. PERMIT # - " LOCATION: e a e DATE : z TYPE OF STRUCTURE: RECHECK. NIA YFX NO COMMENTS 1 Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing Protection from freezing for 48 hours following the placeme of the concrete. Materials for this on si Foundation/Wallpour Reinforcement in Place Foundation/Dam Backiill Approval Plumbing Under Slab Plumbing Ventl 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 spades R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging, Joist Hangers lack Posts/Main Beam Air Infiltration Barrier. Fire Separation 1, 2, 3, Hour Penetration Sealed Fire Wall 2. 3, 4 hour. Firestoppin GENERAL INSPECT N REPGRT Town of Queensbury '� Dept. of +Community Development Date inspection request received: ? -� ' �--- Building & Code Enforcement 742 Bay Road Queensbury, NY 128+04 Arrive amq Depart - -�� Lsspe�ctor's Luiti LOCATION: JA4 .- DATE TYPE OF STRUCTURE: RECHECK NIA YES NO COrNOdENTS FootingsMiers Monolithic Form Rein f=Ie in The co or is sponsible for providing tecti from freezing for 48 u folio 'ng the placement of the con e. Materials for se an site Foundation/W pour Reinfo*+ gyp*+* Place Foundation/D pproofin ov Plumbing Under lab Plumbing Vent/Vents in Place Rough Plumbi.nFt 11 Heating Rough4n Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- WaRs R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack StudslHeaclers Bracing/Bridging, Joist Hangers Jack PostslMam Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL VSWPUC77ON REPDRT Town of Queensbury Dept. of Community Development Bate inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, NY 12804 Arrive'y , smr.�' Depart - Inspector's Initla NA1ViE. PERMIT it LOCATION: DATE TYPE OF STR[J('T URE: .RECHECK N/A YE NO COIhTi`S f Monolithic Pour Form Reinforcement in Place 1,5 The contractor is responsible for providing protection from for 48 hours following the p me t of the concrete. Materials for this purpgse site FoundationlW Reinfbrcment Foundation/Damppr Beat kfill Approval Plumbing Under S1 Plumbing VentJ(V in Piauoe Rough Plumbin Heating Rough-ln Insulation Foundation Wails Interior R- F'oundation Walls Exterior R- Floors R- Walls R- Ceiling, R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frarnir► Jack Studs/Headers BracingtBridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour. Firestopping GENERAL INSPaEC.Tl NN REPORT Town of Queensbury Dept of Community Development Date inspection request received: Building & Code Enforcement 942 Bay Road Queeasbury, NY 12804 Arrive'�..'� Depart " inspectoes Insitials NAME: ' A ,[ ( 'a PERMIT # LOCA71ON: DATE : TYPE OF STRUCTURE: RECHECK N/A 'YES N COMMENTS Footings/Piers ► 14e. A a t-�� Monolithic Pour Form ] Reinforcement >purpo EP1 [ The contractle fare providing prfreezin t fir, for 48 hours ment of the concre Materials for th sue" aFoundation/WaReinforcement Foundation/Da Backfill Approval Plumbing Under Slab "oc) Plumbing Vent/Vents in Place Rough Plumbin Heating Rough4n 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/Bridgin9 Joist bangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed. Fire Wall 2. 3, 4 hour Firestopping GMVERAL INSPECTION REPORT Town of Qneensbnry Dept. of Community Development Date inspection request received: ' Building & Code Enforcement 742 Hay Road ,/ Queensb�ury, NYI2804 Arrive andpm Depart `1h Inspector's InWmiss NAME: PERMIT # LOCATION: DATE TYPE OF STRUCTURE: RECHECK NIA 'YES N COMMENTS tings/Piers ! Monolithic Pour Form lCv e a Reinforcement in Place The contractor is responsible fo providing protection from ing for 48 hours following the tnent of the concrete. Materials for this purpose n site FoundationfWaflpour Reinforcement Foundation lDam Backf ll Approval Plumbing Under S Plumbing Vent[Ven in Place Rough Plumbing. Heating Roughdn Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Wails R- Ceiling 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. 31 4 hour Firestopping •k: . . i j .III n1350' Site "l 1 �I I •) O 1��• �� ) ., —1 �1" fL; I golf course �, K —�} jft oil LOCATION MAP } S 81'05' 1 02 y E x 396.39, 398.85, N 81.05'02„ W IMN01 STbILMs wl,n BOTTOM OF TRENCH 6 TO 12 IN. INTO EXISTING GROUND EACH BUILDING HAS 4 - 1 BEDROOM + 4 - 2 BEDROOM APARTMENTS LAMM OF EACH SEPTIC TANK SERVES 2 APARTMENTS C3 OR 4 BEDROOMS TOTAL) SUBSURFACE SEWAGE ABSORPTION FIELD 1AMM BqVB9110M INC. USE 1250 GALLON SEPTIC TANKS - 4 PER BUILDING 10 LATERIAL$ at 80 ft LONG w/ 8 ft SPACING DE51GN FLOW PER BUILDING - 12 BEDROOMS X 120 GAL/DAY/BEDROOM - 1440 GAL/DAY LOT 9 TYPICAL FOR G FIELDS - SEE DETAILS CDE5IGN FLOW BASED ON WATER SAVING FIXTURES NO GARBAGE GRINDERS) COLLECT EFFLUENT FROM EACH 2 BUILDINGS AND PUMP TO A PAIR OF LEACH FIELDS 3so 350 340 DESIGN FLOW FOR PUMP STATION 4• PAIR OF LEACH FIELDS = 2880 GAL/DAY 330324 SOIL PERCOLATION RATE 1 INCH IN 8 MIN. 50 5EC. CEX15TING 501L IN AREA OF FIELDS - ALL FILL TO BE SIMILAR) S $g,0 E SEWAGE APPLICATION RATE 0.9 GPD/5F ' REQUIRED TRENCH AREA = 2880 GPD/O.9 GPD/SF 3200 5F TP#2 -� `� 5.83' ' REQUIRED TRENCH LENGTH = 1600 FEET '. 1 , l '; USE 2 FIELDS. WITH 10 - 80 FT. LONG LATERALS EACH -- PUMPS TO AUTOMATICALLY ALTERNATE BETWEEN FIELDS I USE 8 ft LATERAL 5PACING TO ALLOW FOR REPLACEMENT TRENCHES IN BETWEEN IF REQUIRED V 51ZE PUMPS TO DOSE 75 PERCENT OF PIPE VOLUME - 391 GALLONS U514G 5 FT. I.D. PUMP PIT NEED 2 FT. 9 IN. DRAW DOWN = 404 GALLONS USE GOULD$ MODEL 2ED11F1GA RATED FOR 55 GPM AT GO FT. TOTAL HEAD MAPLE ROW FARMS SUBDIVISION- ' _ / TEST PIT DATA i PT LOT 10 t" 1' i ^' 'I 7 i f j �j TET PIT PERFORMED BY GHARLES H. MANE MARCH 8. 1996 f ` LOT 1 "� / ' 1 I %1' -.`' 1' ;' i TP-1 O-9 in TOP50L ,' i j ;` r r r 9-21 in FINE SANDY LOAM 1 1 i j FINE SAND N l / / i' . � ` .../ ' , r'+ �'� ,�' t � '` ' ' 21-37 n LOAMY 37-94 in LOAMY SAND CFIRM AT 43 ink W MOTTL.IVG 5TART5 AT 43 in - w TP-2 0-10 in TOPSOIL LOT 8 10-32 in FINE SANDY LOAM x 32-42 In LOAMY FIVE SAND z z -94 n 42In)/ 1--5*C- TRESS ,�� - - - - LOAMY SAND CFIRM AT 43 � Li ►` ` i ° ' ` �3 a it T 9 MOTTLING STARTS AT 43 in Ilk Ca � 1i• f 1 �? t r r • PT 4/ TP-3 0-10 in TOPSOIL 1 1 0 10-26 n B FIVE SANDY LOAM I r r r N 26-34 n LOAMY FIVE SAND C v J' 1 o li' I r• '� 1 i l ,� ,� l i , A.c.oO REMAIN. I1 T- 34-92 n LOAMY SAND CFIRM AT 34 W a 370 1 ' !+ , / % i / % ! ? ? A� F �L/► .` ;� r r r TO ,�GIr1�W�r r ■ o 'w �' 11 MOTTLING STARTS AT 31 in V• LOT 11 1 1 ` LA" I / F 'Mqi' '� cn j r �r�► TP-4 0-8 in TOPSOIL / r 8-25 n FIVE SANDY LOAM W o I� 25-38 in LOAMY FINE SAND r r r r • ' > :` oc°o ✓ 38-102 in LOAMY SAND (FIRM AT 39 ink w ,, �"� MOTTLING STARTS AT 39 in j r FfT TP-5 O-9 in TOPSOIL 8-17 in FINE FINE SANDY LOAM °' x I.P.F. `I LAWN � f ` ` 17-29 in LOAMY FINE SAND '` ` ` 29-83 in LOAMY SAND (FIRM AT 34 n) -� W O MOTTLING STARTS AT 34 in ,P, i°Uf ,.4 5 nA I.P.F 320 N TP-6 in roPsoL r 8-19 in FIVE SANDY LOAM / l Q M Q 19-29 n LOAMY FIVE SAND N 29-78 n LOAMY SAND (FIRM AT 34 0 � 7 it�A / LOT 7 o O MOTTLING 5TART5 AT 34 in Z o TP-7 0-7 in TOPSOIL ., 7-21 in SILT LOAM�"�- 0 m .. / 21-57 in51LT of - • - MM 57-76 in VERY FINE SAND � a, 360 '' w MOTTLING STARTS AT 25 a� : � ' , ' � ,'` � in•�ntALT LANDS -OF STEPHEN PINCHOOK 35 AD ' f Fin FI , f i Fin FI r r r r r a 33O TP-8 O-8 n � Fin fl � 1 332.0 FINE SANDY ,i r EXISTM TRELs • - • 8 24 In FINE LOAM LAWN" LAV7 ' ; k TM I.R.F. 24-38 n LOAMY FINE SAND r f i ? - - - - - - 38-51 n SILT CFIRM AT 42 n) ,' / , e£ t ; - t 6 z MOTTLING STARTS AT 42 n ' t ; f V . ---TP-9 0-8 n TOPSOIL` ! 6 A.G0.o ANDS = ! / i _ - I.R.F. 8-21 n SILT LOAM rie ti ArSMI&T : L�►rl•+ - - 21-82 n SILT vl - MOTTLING STARTS AT 31 in LP 3283 Mr G� 3 TEST PITS PERFORMED BY CHARLES H. MAINE ON O JJ. � Y r ; ` ; W A5PlMLT - - 00 NOVEMBER 14. 1977 LAM N r rto 4-1 \ �Cr �.. LOT 6 O 0 Fin Fl PERCOLATIION TEST DATA fr; V V 33 ' O PERCOLATION TESTS BY VANDU5EN ♦ 5TEVE5 NOVEMBER 1997 0 C •y r 0." "�'IT t Fin 330 \ LOCATION PERCOLATION RATE LAWN ♦ \ PT-1 11 min39 sec O Z J,I r 1� u�wN \ I.R.F PT-2 8 min 50 see ( , LAW s PT-3 5 min 47 sec ? 3 ^ to RCMyt i 04 PT-4 5 min 17 sec t j �'l.o _-f z oo PT-5 7 min� 20 sec O 340 / ` ( 1' A ' ,� - / + i ,�.y�� LAWN � j 3Z2' N a � a o A5�f1ALT SITE NOTES �' I.R.F. 320 — — — — — y TAX MAP No. 60 7 13.4. GO 7-13.3 and GO 7 13.2 32i�o `, A .! v �L '• �l LANDS OF LOT AREAS 512.423 sf - 11.7G acres `Y ro ROBERT & SUSAN ZOMED MR-5 CMULTIFAhILY RESIDENTIAL) ' I _ `A' j A.ao;fMeTLAtwwS r-__ �•� MORRIS ALLOWED DENSITY at 1 UNIT per 5.000 sf = 102 UNITS L _ - r ,'IUD REMAIN C O�K# AAV& {`- . • a �"' `r_ r r LOT COVERAGE � _ RECREATION FEE , _ .�_ . ` - BALDING, 29.988 sf 5.99. Aso 322 A.C.0.E• METLANus h°' DECKS PAVED AREAS# G3.719 sf 12.49 Z M �� -;,--- — _ - • TO`REIAitAIN oti' o in 9E PAID AT THE TIME r _..1't ` ,� �l \ '� �60 • PERMEABLE AREA# 404.778 sf 81.77.. #o 0 sn. • `' - r r �'_. A BUILDING PERMIT APPLICATION a. 64 IS SUBMITTED BULDNG HEIGHT, 1 STORY. LESS THAN 40 FEET O a� VA_ _ R.F. ' ' PARKING REQURED 2 er TOWNHOUSE = 96 SPACES �b'l8w �� � PARKING FRONDED 108 SPACES �,-.ILKERLANE fe ovo _.. -_ _ ___ TO BAY ROAD BP �� ' /��� _.. All 320 _..... _ _ _ _ . FINISH GRADE 2r CUP RECREATION FEE LIGHTING WLL BE PROVIDED BY 1 BLALDNTry S1 and �4 G a R,r s „4.. , MOUNTED LIGHT AT EACH ENTRY DOOR. 1 Y µ - 1Mro Al yK TIME 1 BUILDING MOUNTED LIGHT AT EACH REAR DOOR U1'� 12 ft HIGH DECORATIVE POLE LIGHTS $ a�DING PERMIT APPLiCA C200 WATT HPS) WILL BE NSTALLED ALONG THE MAN P1 IJTY SEE DETAILS LOWER FIELDS TO BE CONSTRUCTED •;• Y ;�- ;..ice,-. As FILL SYSTEMS., FILL FOR Try SUBMEp DRIVEWAY AS NDIGATED ON THE PLAN SYSTEMS TO BE IN PLACE . ONE M�ITER/SPRM SEASON PRM FLL TO BE VEIL DRAINED GRAMS.AR r•.;. ; r�•+ _ _ .. TO CGS ON OF THE TRENCHES MATERIAL MAMMA PERCOLAND TION RA ��''`"• � �" � �^ _ _ _.__. TBAG DRY THY BETIM 5 A10 MK/0" „^� m, :"'ti FRONT# 30 ft REQ. 30.2 ft PROVIDED �` 1008 ~ AL GROUND REAR# 10 ft REQ. 274.5 ft PROVIDED GIN�;��;~�-;�:�������,� TYPICAL 5EGTION THROUGH AB50RTION FIELDS NOTES: SIDE CWEST)# 10 ft REQ. 50.0 ft PROVIDED D I ISSUED FOR CONSTRUCTION SIDE CEAST)# 10 ft REQ. 131.0 ft PROVIDED �r — 1 SHEET I OF 5 4�5pV&S, WAI it NOT TO W&ME 1. SUBJECT TO EASEMENTS OF RECORD. ■1 11 mi 11 AL sk 3G" FENCE POST. 10' occ MAX DRIVEN IG' MIN INTO GROUND 04 SILT STOP FABRIC rLow EMBED G" MIN IN BROUND UNDISTURBED GROUND E ............ . ... ... SEDIMENT CONTROL • FENCE NOT TO SCALE SWALE 13 13 0 01 1 0 13 PLAN 3GO SWALE (2) Z'x2'x3' STAKES OVERLAP ENDS EACM BALE BALED KAY OR STRAW FINISHED GRADE x. �7 350 SECTION zo HAY BALE DAM CHANNEL FLOW NOT TO SCALE iti LLi - LAWN LANDS OF STEPHEN PINCHOOK 340 it 'irkAk TO REMAIN Ac. At fe) V j' i 1 i / i 1 �`� At. Au Au Au AA am At. AL 370 5 w AL AL A. AL AL L I MAY BALE r4 t / typ IAL 9k ok NOTES SEE SHEET SP-1 FOR LAYOUT AND AZ.01. WETLMM I GRADING OF AB50RFTION FIELDS AND THE AL,rt As nAGIC" BY NORTH END OF THE SITE. Co"AWS ". MAIC $27.5 AL AL AL L it AL A, AL OR AL A u L AL 4- MAY BALr typ GARAGE AL it Ak jk fin F1 AL 32" LAWN AL AL ZL AL BAYWOOD SUBDIVISION AL -j V- 320 AL AL W.F. it, AL AL Ak it AL AL LOT 7 of 1. N. % aa-1.0 AL AL AL 330 ZI N At AL RIM 327.6 11 NV out 4MG FAD W/ A. S 3 AL At II 1- WZ AL LAW 0 3MA TOWNHOUSE N DUSTING TREES LINTS AM 15RUS" A4 AL DeCK TO REMO TOWNHOUSE 4 fin FI A, A&"&T AL TOWNHOUSE MM 330-5 r nry'n 334.0 UNIT5 AL INWOUT 32;K0 .. . . ....... ca-6 AC4Z WETLAND AL 3274 NVIN 324.13 MCK TO ac FLLJ1w AL NV OUT 0.04 ACRES AL mr. A Ald All Jk LAAL W AL OAP 32&7 AL AL *7.6 At At AL Jr - - 332-1 AL AL AL I& % AL I.R.F. 4 AL I)NTS LAWN AL mm 324.5 Fin In r INvAA cow Dept 3U.0 . IN CGO-W 3= J. A. AL OUT =91 I AL 328 AL ".X LIGO"T 7.8 co -?DE" '--" LAWN MM 327.6 '33OJw NV OUT 32.1 ..... .... .... AL rawfir' 3 LOT 6 X J/1 4 AW"ALT \\Nkarac -TOWNHOLIS, . ...... rm w AL rj N UNITS Z-020 Fn Fp 32U0- U% 32W ca -G 11 327.6 332 RIM NV IN TOWNHOUSE R1114 32cW 32cLO OV IN W.Qr, UNITSJNV OUT 32Z.4 9 fin n ASP"ALT PAARM 31 if 330 26 A0115 UGMT / / CZ-4 (4ft dim) 9MTALL GEMVIT CONTROL f9" CB-5 PRIORPRIORTO CART"WM OPERATIONSOPERATIONSLAW RIM MM 3,27.0 Nx at Oz •W= /0"' AND MAINTAIN Tt*OUGHOUT 11HE 414V mv C CC40 321A �6%k CONSTRUCTION MtOG965 LIKIL im c 3R&v4 fft pw /9 ALL LAW AREAS ARE WELL NV ESTABLI&M - SEE WTAL LK.r do 4 LAWN teat TOW EXISTING; TREES Aj e i I N N.Jou 1 1 -, %v A'511 UNTS, J M aRV, TO ROMAN A91"ALT J-16 LAW LAV"M LANDS OF Fin n A ROBERT & SUSAN 33LO MORRIS 8 TOWNHOUSE LIMITS 3m Irk n 1 100 AL mw 41- at AL 'H&T ULF. 320 4 31{.0 TOWNHO1JJ5E Site Notes W SIETBAM FROM STWA4 LIMITS Of FLL AND ZARTMOM UNITSUG"T END 32qO /1, 1. EVIDENCE or EXISTING UTILITIES 15 INDICATED FOR TME ca-10 # DO NY 31" 0 -000, CONVOF THEENIENCE OF T"E CONTCRACTOR. IT is Tmr SOLr RESPONSMJY rk. F1 RIM 324.5 v/ CONTRACTOR TO OORDINATE THE FIELD LOCATION OF T NV OUT 322.0 # ALL UTILITIES WTTM TME uTL" OWNERS. em "mv 2- IT 15 THE RESFONSMITY OF The CONTRACTOR TO PROTECT # AL -mp.1 fj� 320.0 Gq If 12" Ak .3 ALL EXISTM UTUTIES FROM DAMAGE DURING EXCAVATION. GRADING 318-% AND CONSTRUCTION. w Olm AfAALL 11ICTLAWS AL W/ owl As nACAM BY At c"mm m We OrV= AT AL i 1 3. THE CONTRACTOR SMALL DISPOSE OF ALL DEBRIS AND EXCESS \1 AL 39k. AL MATERIAL Orr Or TIMIE PROZOT SITE IN A LEGAL. MANNER. 27 If W hDr L f It 0.5z Sk I % 4. THE CONTRACTOR SMALL STAKE ThE LOCATION AND GRADES BAtt A, A, A.GZZ- WETLAWS AL aft 322 kri typ AS FLAGM BY Of ALL NEW WORK IN THE FEW PRIOR TO STARTING WORK. HAY BALE CAARIS n. NA -101b ANY DWAR"ANCIES OR OLESTIONS SMOULD BE IMMEDIATELY DAM t�p A, AL / I AL BROUGHT TO THEATTENTION OF THE ENGINEER FOR RESOLUTION AL 1.01IT A& At AL BEFORE PROCEEDING WITH THE WORK. �W AL AL DO NY 31" LA% AL & - & - Erosion and Sediment Control Notes I . AL AL I" 1rJ1th"AY..,111`j 517."' AL L DORM EARTHWORK PHASES. Sf=tNT TRAPS CMAY BALE DAMS.) + SEDMW CONTOI. FENCING SMALL BE CONSTRUCTED IN STORM SWALES AS INDICATED ON THE TO MEET MISTING ROM smobnTmy 2- AFTER rvVtY STOW THE =MIT TRAPS SItALL Be INSPECTED FOR FAILLIRES OR DISPLACEMENT. AND ANY FAILURES SMALL w DUSTING WA' • MAN WAUTZ'"R LANE DE 000MCM WITHIN 24 HOURS. 11\CXISTING 24- CW GMVERT 3, ALL DARE EARTH AREAS SMALL DE SEEM AND MULCHED WERT IN 314.11 W" 46 "OURS Or SPREADING TOPSOIL TO PREVENT EROSION. w INVERT w3.5 TO BAY ROAD 4. THE CONTRACTOR SMALL COMPLY VAT" Tillie NEW YORK GUIDELHES G- wATER FOR umm EROSION AND SEDMff CONTROL AS PUBLISHED BY FOR UIt5M ZROSIOTHE EMI'M STATE CHAPTER OF THE UX AND WATER CONSERVATION SOCIETY 320 ISSUED FOR CONSTRUCTION 5. NO SLOPE SMALL EXCEED 3 test HORIZONTAL TO I foot VERTICAL. A Z 7l ch rh 5 add 9 Cti ® p �4 cd rn Z Cr 4.4 0 O z a 4. 0 Ir GRADING and DRAINAGE PIAN am* T-w Ddw Jwvjwy 2% =6 SP-3 a-Eff;8 OF 5 i ■ RUBBER HOSE FRICTION GUARD GUY WIRE 3" de. CEDAR STAKES B ft LONG RUBB 3" SHRED! BARKER MULCH 3" HIGH SAUCER AMENDED PLANTING SOL NOTES ALL TREES 3" CALIPER AND LESS SMALL BE STAKED AS SHOWN USING THREE STAKES TREE PLANTING DETAIL NOT TO SCALE I.P 3" SHREDDED BARK MULCM 3" HIGH SAUCER AMENDED PLANTING SOIL / r/ J i/ 5HRUB PLANTING DETAIL NOT TO SCALE WALL T.r LANDS OF STEPHEN PINCHOOK / / , r r, LAWN W = i , i,r �, - �' t• � I WALL i b z r LIGHT typ \ j i I % / •J '• LAWN Em, F. \ . r 4.� i r it it tr 1 ;r ; I I fi I r ; J, ;r LAWN r s J 6 i SM •r f DEM 4 Dcuc TOWNHOUSE ENTRY \� UNITS 4 TOWNHOUSE UNITS r 4 TOWNHOUSE UNITS 4 ' TOWNHOUSE UNITS 7-WP 3 �1 SM ENTRY RM� s 4 TOWNHOUSE UNITS t LAWN j` i FS WALL F LIGHT typ. - s 4 TOWNHOUSE a UNITS i r. F? 332_0 PO EXISTING TREES TO REMAIN , E �w i LAWN t RM 1 y \. 7-J ENTRY ,. CI LIGK tit. 8-J - 1-pF•---�i+� ASFMALT N ii " i! � • LAWN r 5-J 3 s 1 4-J tyI :, I a f s • SA f 1 if SA s e 1-PF- ,' lz rAiT SM LAWNSM 2-AAso /` �/ • 24AA 8 TOWNHOUSE UNITS LAWN ( SA d►ni 4► �►� ► = �►. of O �P SA Qw % i PLANT LIST SYM BOTANICAL NAME CCVMON NAME QUOJl. WE REMARI(S TREES RM ACER RUB" RED MAPLE 4 2 - 2.5" CAL 8 + B FG MALUS CORAL BURST CORAL BURST FL CRAB 3 5 - 6' MT d + B. MUL"TEM PF MALUS PRARC FIRE PRAIRIE FIRE FLOWERING CRAB 20 8 - 20• HT B + B PO QXRCUS PALuSTRIS MN OAK 6 2 - 2.5" CAL a + a WP PNUS STROBUS EASTERN WHITE FINE 53 3 - 51 HT B + B AA THUJA OCCDENTAUS NrwRA DARK AMERICAN ARBORVITAE 4 3 - 4' HT B + B 5M ACER SACCHARUM SUGAR MAPLE 9 2 - 2.5'• CAL B + B CH TSUGA CANADEMSIS GANADIAN HEMLOCK 12 3 - 4' MT a + B $A PRAXINUS PENT. LAND. K" f SUfiIT AS" 12 2 - 2.5" GAL B + B SHRUBS V VOURNUM TRLOBUM COMPACTA COMPACT AK CRAM. V91 RN IM 5 3 - 4' MT B + B 56 AMELANCI= CANADENSIS SMADDLOW SERVIGEBER RY 1 4 - 5' HT B + B. Mu.n-STEM P RHODOD DMON PJM PJM RHODODENDRON 15 24 - 30•' HT d + B J JUNIFERU5 PROC 12XM NANA DWARF JAP. GARDEN JUNPZR 115 15 - 18" CONTAINER GROWN B BERBERIS 'TMUWGI ROSE GLOW ROSE GLOW BARDERRY 41 24 - 30" CONTAINER GROWN OR B + B A SFREA BUNALDA ANTHONY WATERER ANTHONY WATERER SPREA 46 3 GAL CONTAINER GROWN s SPREA JAPONICA LITTLE PRINCESS LITTLE PRINCESS SPREA 48 3 GAL CONTAINER GROWN M LEX MESERVEAE CHINA BOY/GIRL C 1M BOY/GIRL MOLLY 98 24 - 30" d + B D SYRNGA MEYERI DWARF KOREAN LLAG 21 24 - 30•• CONTAINER GROWN EXISTING TREES AND BRUSH TO REMAIN l r v, r Dtcu - , t' •� . crI D DECK 8 : WALL TOWNHOUSE ' ' T UNITS' ° Dan EXISTING TREES i ANd BRUSH Dcac TO REMAIN i' LAWN \ 1000 it l r uLF. LRX. uu. LOT 6 LANDS OF ROBERT & SUSAN MORRIS - SIG" � �� ,9 `69 NOTES ANMIJALS LAWN •` _ ' 3 EXISTING TREES\ - - LI toLs TO REMAiI \ L THE CONTRACTOR SHALL INSTALL 4- TOPSOIL IN LAWN AREAS AND FINE GRADE. 2- AREAS NIXATED AS LAWN SMALL BE SEEDED WITH LOFT's TRPLEX GENERAL mix. OR APPROVED NIX. AT A RATE OF um PER 1000 of. STARTER FERTLm C5-10-53 517.64' ` AT 40 In. PER L000 of AND M AXM WITH STRAW OR HYDROSEEDED. �' .: _ - 3, PLANTING SOIL FOR BACKFILL OF NEW PLANTS APREPARATION ND WALKER Of PLANT DE05 SHALL BE A M1XTUtE OF 1 PART TOPSOIL. 1 PART COMPOSTED MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 b 20 R M'-MANAw ! 1 �``fXISTINIG 24" ChP CULVERT per sf. INVERT IN 314.11 f INVERT OUT 313.5 ` 4. MULCH FOR TREES AND SHRUBS SMALL BE COARSE SHREDDED BARK. ` w TO BAY ROAD FRIE OF WOOD CHP& LEAVES OR OTHER UNACCEPTABLE MATERIAL. ETpVG 6'" WATCt� ......... - - _ _ 5. MULCH FOR SHRUBS, AND PERENNIALS SHALL BE FINE SHREDDED BARK. - _ - - FREE OF WOOD CHIP& LEAVES OR OTHER UNACCEPTABLE MATERIAL. ISSUED FOR CONSTRUCTION G. THE CONTRACTOR SHALL INSTALL ALL PLANTING N STRICT ACCORDANCE WITH TM STANDARDS OF THE AhERICAN AS5OC4ATION OF NURSERYMEN. ~ �zZ w � t 04 z u�Ilk OI! � 'd � M i• w � Z o U 0 0 w O H O W 1�1 r� < ffjj J l ,13 LIGHTING and LANDSCAPE PLAN Sew* T - w Ddo JWAWYAtM FieVMec� NOMOIIIbOA' S� 1898 SP-4 SHM 4 OF 5 INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END FLARED END SECTION w/ BOLTED COUPLING BAND 12" min. 6-8" RP RAP SEE PLAN FOR LENGTH FLASHED GRADE 18" CMP CULVERT BURY END 4" INTO SOIL 4" min #2 STONE GEOTEXTiLE FABRIC SCORE JOINT CONTINUOUS SMOOTH RUBBED FINISH #4 BAR CONT. TOP BOTTOM ON CURB TOP AND FACE 1/2'R 2" CLEAR 4" CONCRETE WALK i9 •'.: SEE DETAIL FLASHED GRADE .., o • :•: 6x6x10/10 WWF :n'" COMPACTED SUBBASE 6" 12" INTEGRAL CONCRETE CURB/WALK DETAIL NOT TO SCALE RECOMMID ALL ACCESS APPROXIMATE Be RAISED TO 6' BELOW FLASH GRADE FLASH GRADE. HEAVY DUTY FRAME AND GRATE 24" dia FRAM TO BE MORTARED TO TOP OF STRUCTURE FLASHED GRADE GONG. GRADE RING AS REQUIRED 'ORGEMENT PINE TO BE H MORTARED IN PLACE — HEAVY DUTY CAST RON FRAME AND COVER MORTAR FRAME 4 . — 8 M THICK REINFORCED TRAFFIC COVER w/ 24 iT OPENING REINFORCED BARREL SECTIONC53 AS REQUIRED COMPLETELY MORTAR , 4' I.D. L 8 in THICK REINFORCED AROUND PPE r BASE SECTION. HEIGHT AS REQUIRED SUMP 12—� — a DEEP min. NV OUT STORM SEWER NOTES WHERE ORIFAGE PLATE 15 SPECIFIED. V IN USE INTERNAL END PLUG WITH ECCENTRIC • ' a 12 SLAP miniw m HOLE w/ SPECIFIED DIAMETER GUT INTO . - BOTTOM OF PLUG. BOTTOM OF ORIFACE SHALL BE= -_ 16"1 2'-6" min 16 1 AT ELEVATION OF PP£ INVERT. (SEE PLAN FOR LOCATIONS) , INCREASE AS NECESSARY UNDIS GRADE ' J TI�BED SUB FOR LARGER PPE PRECAST CATCH BA51N PRECAST CONCRETE CATCH BASIN DETAIL USE AT CATCH BASINS NOT TO SCALE U 5E at CATCH BA 51N #4 ONLY NOT TO SCALE #1.2.3.5.6.7.8.9 and 10 1' N GLASS ARIAS P0iS11<'D GRAM F FLI M MATH PAVCH M co 1" ASPHALT TOP COL IRSE 2" ASPHALT BINDER COURSE ON -SITE PARING SURFACE ASPHALT PARKING DETAIL NOT TO SCALE CONCRETE OR STONE MARKER ABOVE ALL BURRED COVERS REGONfchm. COMPACTED SUBBASE COMPACTED SUBGRADE in CURD BOX CCXTENSION TYPE GORPORATION STOP V M ARCH PATTERN MAW NO STATIONARY ROD) COPPER 71,10NG CURB STOP CTYPE K3 LI CONNECT TO EIOSTNG SERVICE PIPE WIM FLITTED ON OR COUPLING. 6' DIP. WATER MAN SOLD CONIC. BLOCK Olt C4 ALL WATER PPNG + CONNECTIONS TO BE INNCE ACCORDAAAS ReQ ��D PEGE WRH QUEtNSBURY WATER DEMRTtlNT STAIDAIM SERVICE PIPE CONNECTION DETAIL NOT TO SCALE - INLET BArfL[ 122hAi.0illlES CAST IRON OR 5CM 40 PVC FROM BUILDING TO TANG pq S3 DISTRIBUTION BOX BY rORT PALLET OR Ir—T RM STATION EGILIAL "K SLOPE —mum SEE DETAIL Q 0 1/4 PER rOOT sopf 2/8" P" foor to PUMP STA. 2 1/2" rORCE ALL OUTLET INVERTS MAIM °O TO Be SET AT SEPTIC TAN( PUMPrPIT VEL DEVATiON. EXACTLY M SAME D/J!R!R MATERIAL DY FORT MLLEER� INLET + OUTLET DISTRINTION Sox GJ5E OF SPEED LEVELERS T.5 12" MAX. EN:OUTAGED3 $ INSTALLATION OF DISPOSAL FIELDS' 1. CONSTRUCTION SWILL BE AS SHOWN ON THIS DRAWING.. MNMIRI 2X WD1H BE AND SHALL IN ACCORDANCE WITH THE N.Y.S oEPARIMENT OF HEALTH INDIVDUAL HOUSEHOLD SYSTEMS, AND 4' PORFORA7E0 PVG LATERAL MAXHMUM 4X WM ASIM F481-76 INSTALLATION OF T MMWLASTIC PPE AND SLOPE 1/16'-1/322' PER FT. CORRUGATED TUBNO IN SEPTIC TANK LEACH FIELDS. NOMM 1 OR PEA GRAVEL & 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS 3' s11 SAND R5E OF THE DISPOSAL FTER FIELDS APIPE INSTALLATION HAS BEGUN. L DO Of ALL DISTRIBUTOR PIPES MUST BE LEVELING Gm 7� - cSEM TAW 3. AFTER EXCAVATION r WIDE TRENCH TO THE DEPTHS REQUIRED, PLUGGED umem NN74cOMEC1ED. KT.>R THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED L ALL LATERALS TO K Of EQUAL LENGTH, AND RAM TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SEAM SEcTIONS DF TRENCH. SEPTIC TANKS 4 PAPER T� �� OW ID AND UNTREATED LNG STANDARD ABSORPTION TRENCH PROFILE EXf1tCISED TO AVOD ZLI) ON OF FINW WMM SODS AND OIFER WASTE MAIERIAI N THE STONE AND PPE. i. ALL UNITS SHALL COMPLY MA5. THE PPE SHOULD BE LAD AT THE GRADES AND TO THE NOT TO SGALE WITH THE REQUIREMENTS OF THE NEW WORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE RELAl10NSNIPS SHOWN ON THIS DRAWING, S. SEPARATED DJOIN75 AS MANUFACTURED BY FORT MILER OR EQUIVALENT. OONIINU R GRADES WICOM SAGS, HUMPS: SEPARATED JOINTS OR OTHER UNSURABLE CONDITIONS. THE PIPE SHALL BE LAID 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR MATH THE HOLES DOWN IN ALL CASES. GRAVEL FOUNDATION. WHEREVER DGSTINO FOUNDATION CONDITIONS 6. ALL DISPOSAL FIELDS SMALL BE GRADED TO SHED RAINFALL STONE NECESSARY 1iD EACHEVE A STABILE OUNDAWNN, ALL K PLACED AS OM THE DISPOSAL 70 DIVERT ELSURFACE DISPOSAL UNOFF FROM ADJACENT MT AREAS AWAY 3, SEPTIC TANKCONSTRUCTION 0FORH TRAFFIC INSMALLED IN DESIGNED TC rMLONAA L E EXTRA HEAVY 7. REMOVE LEAVEPLANTSS. ROOTS. PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR m SPREADING FILL MATERIAL. & DO NOT USE HEAVY EQINAENT WITHIN THE ABSORPTION FIELD AREA. 9. & WD ALLOWSTNgARD�S INAOOORDANCE WITH NEW PORK STATE 5EPTIG TANK DETAIL NOT TO SCALE ABS MRBTION TRENCH r-w ML MATERIAL S"AL!=AjSoM*TM �. CSEE STANDARD ABSORPTION TRENCH) 2' 2 2, PDRMEAM LN MIX OVU L TO TOfog AHD SLOPES TRENCH ( DRAINAGE SWALEREPLAIWAVIT 3 2 J E FUTURE RED N GEOTEXTI.E or wUfttL�L SIDE ; . r: _�•;, ':' ;�'' ' ��t OV. .SULKED TES r'• .•:�� •'L •� r MIN. r. t 24" MN. TO MGf GROLMDWA7lR ROC( OR r1r0lUOU5 SOIL, 31VO o CLe TO 1 ORGAI�Af' VOWS, PLOW5W FlOOR AND i CRUlikO STOK PLANTS TO SPI17-41 G RL MATERIAL. USE WHERE SEPARATION BETWEEN MOTNG GROUND AND SEASONAL Ww" GRORSDWATER BEDROLL OR 91INVOIUS WAS" CITE i - ` SOL lb THAN 4' BUT GREATER THAN 2% PEA ATION RATE Or OORiTNG SOL MUST BE rASTER THAN GO MKM& STANDARD ABSORPTION TRENCH 5EGTION SHALLOW ABSORPTION TRENCH 5Y5TEM NOT TO SCALE NOT TO SCALE GRADE AT LWAVED AREAS RESTORE TURF _ MAG'WE BACKFLL W/ NATIVE MATERIAL COMPACT EXCAVATE TRENCH WDTH IN1'-O' LIFTS MGM um WDTIH EQLIAL C4' MAX. SIZE TO PPE PLUS 2.0 FT. O TO 95Z MODIFED rJ PROCTOR O SELECT GRANIX,AR MATERIAL ClOOZ PASSING 21 TO 18' ABOVE PPE. HAND BACKFLL, G' LIFT. In BEDDING 6' DEPTH. 5AND. GRAVEL OR CRU5HED STONE CTO 1-1/21 PIPE EXCAVATION + BACKFILL DETAIL NOT TO SCALE AS 4" DIA. PPE TO OVERFLOW TANKS 67vr, LAG,W ONON LEAD PUMP ON '• 4' 0 VENT WITH BIRD SCREEN ACCESS HATCH WITH LOCKING COVER SYRACUSE GASTNGS IFCHD 12AL OR EQUAL i SUBMgVLGGIFT OU "� : PUMPSY TEM,: DIAL SCHED. 40 a, GALVANIZED E I UPS OFF '.:- '. N CKi VAL • '� it 1 j •. •.': - . .. .:•.:;: • RETE I MERCURY FLOAT TOP. SWITCH WITH LLER WEIGHT (TYP.) OR EQUIVALENT (NO LADDER RUNGS) ELEVATION 4" MAVITY OVERFLOW I PPE TO 3-1,000 TANKS 214. %1 REDUCER CONCRETE TO BE TROWEL FNSHED (- CONDUIT 3' DU. OUTLET GRADHED E PUMP STATION ." 3' DIAL OUTLET INLET SEWER ---- . 1. PUMPS 70 BE EFFLUENT PUMPS RATED AT A MINIAUTA OF 55 GPM AT 60 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1 1/2 HP GOULDS — • MODEL 2ED11FIGA OR EQUAL. °•\ • 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER DUPLEX CONTROLLER TO AUTOMATICALLY ALTERNATE BETWEEN PUMPS AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED MA'EN LAG PUMP TURNS ON. BASEMENT 3. CONTROLS TO BE LOCATED IN OF BUILDING NEAREST PUMP STA71ON STATION . ALARM SIGNALS TO BE LOCATED ON FRONT CORNER OF BUILDING .4 NEAREST PUMP STATION. �- 4. PUMPS TO BE INSTALLED NTH A DUPLEX GUIDE RAL SYSTEM INCLUDING GUIDE RAILS. DISCHARGE PIPING, QUICK DISCONNECT PPNG ADAPTORS MOUNTING HARDWARE AND LIFTING CABLE PLAN 5. PLW STATION TO BE SET ON Co' MN. Of CRUSFED STONE OR A5 NECESSARY TO AOMW A STABLE FOUNDATION 6. NSDE or PUhf' STATION TO eE COATED wlTIt aTUMNOuS G4A7IhG6 PUMP STATION DETAILS NOT TO SCALE 20' MIN. 6' TOPSOIL + SEED t000—.010— DRAINAGE OF SLCPEDSSRRES GAREFLI LY SELECTED FLU. MATERUL WELL -GRADED LOAMY SAID. OR WELL GRADED LOAMY 6" GRAVELS. CONTAINING A MN. OF 12.E 5LTS OR CLAYS. NO ORGAM DEOl 56 LAND NO SOLD O0,J=S, LARGIER THAN 3 INCHES N DIAMETER N PLACE PERCOLATION RATE Or BETWEEN SAND 30 M LTe& ABSORB" TRIDC" CSEE STANDARD ABSORPTION TRENCH) °. 20' MIN.rlw. x Tool:/ [ c7 t� 6 F 0 cr w O E"•1 p YAIRAABLE 70� SITE and CIO °R,aAA` "` o a PReasuRE E REDI T10tA HER DOSING SltAON 15 USED MAY BE RtDUCtD TO MAMAN 6 UTILITY MN• 2 SEPARATION TO tNON GROU DWATER ! '°°p` �R SEEN L �L ROOM ' DETAILS .SmPR R TO SPRREADNG FLL MATCW- Q USE 1MERE SEPARAWM BEfl03111 MOM GROW AND SEASON& MW GROUOMlA1ER. BEDROCK OR I!0'GOCABLE SOL IS GREATER L DO NOT USE HEAVY COUR M HATPIN TILE ABSORPTION fm Al" (� A a JWMA00'y �N THAN 1 FOOT BUT LESS THMI 2 FW. PERCOLATION RATE Or EI0 111% 3. PLACE FLL AND &UAW TO 5TABI.RE N ACCORDANCE MATH NEW YCW STATE FiIdYNOCI: NaMlf1�0R' �, irawa SOL MUST BE rASTER TMM GO M01RM DEMRTM w OF MEM.TH STA WARDS. SP-5 RAISED ABSORPTION TRENCH 5YSTEMwn 0 WALE %*W5OF5