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2000-783 TOWN OF OUEENSBUR,Y 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761w8256 CERTIFICATE OF OCCUPANCY Pemuit Numben P20000783 Date Issued: Wednesday, January 02, 2002 This is to certify that work requested to he done as shown by Permit Number P20000783 has been completed, i Tax Map Number: 523400.X 4w960t.T0r-DN.0000 Location: 3I� � Owner: SCHERMERHORN PROPERTIES INC Applicant; SCHERMERHORN CONSTRUCTION CORP. 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 Bap Road, Queensbury, NY 12804-5902 (518) 761 -8201 Community Development - Building & Codes (518) 761-8256 BUILDING P'ER 41T Permit Number: P20000783 Application Number: A20000783 Tax Map No: 523400-046-000-0002-002-001 -0000 Permission is hereby granted to: SCHERMERHORN CONSTRUCTION CORP. For property located at: HAVILAND 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: FAMILY GOLF CENTERS INC Townhouse 250,000.00 4TH FLOOR, 538 BROADHOLLOW Total value 250,000,00 MELVILLE, NY It 747 Contractor or Builder's Name / Address Electrical Inspection Agency Plans & Specifications Y - 3 I Q E a Buildin Hiland Springs 6 unit townhouse $884.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, October 31., 2002 (Ifa longer period is requited, 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 To eensb Tue y Clctober 31, 2000 SIC3NED By L.Arg for the '17own of Queensbury. Director of Building tar &ode Enforcement r ilc 'l`ng Permit Application Town of- QueGnsIlll1 y - L)epi. r f Cu111111rtrlity Development, 7112 Bay ftutrrf, Qrrc"<vlrfrrrr � y � ' l2BU1LDlNG & . COUs CN1OICLAiLY7' IV 8W /761-325601 ,OiL�L Requirements prior to isstiance A #wrsita smim tin ntllrtinocl lrcrrlro of illis pentlit: PERAIt70 L�IL.Cs 1!c*t;iiRltirll; cr11RlRirti4`li;l11. No #rrrrllcc;Il;rlrfl Will cats uvula krtfri[ ulrtrlicnrRt lwin ra c c ivcil U J.vrrtrrg !Je lr4 ri�rhr►e 1'h'ldArnt' t^'l:`!i 1"r1tf1 if a V.AWL) BUILDING PERMIT, All Arras / llaa __ nprr#iarRitta' et*rRess on tltis nhlrlicruiutt filiCtiCrI7101V FCI, 7'AtJ1 Y MUST' ba Conllr[ctcal itihd• llro signnlura - K of Qro nPlrlit nni nRki61 atrJlcnr cxs tiro d Pf+r►uilrlg 1kXirrf /tCYl�yr Lvu lttiYtti{Yt:tJ LJ1: f r Mention fctnn. rr ..k N Sr'lt t Srilydivlal"rrr / tSrlrcr rrrdl.ring lnyrrr..r Rcciatliorr l°t:.o 1*Iiyincnl Alaplicnat: fe t. (',:OLPw owner: r Address, rT1 1"►dclress. A7 :>� ls,_k lies _ to I'llonc # ( S/?3 ) M? r� - Q&7 1'ltonc # Property Locoltlon . Subdivisiotl Nnnla0 'I'lix Mill) Number 5aclitltl Ithxik [ Ali NATURE Or PROPOSED WORI{ s y _ New Eluildilig : ESTrr-7rt'Trt) MARKET VAJ.UE OF THE 1;erlidenco / cornmorcial C4H5L'itUG'1"rOt1 : $ AS'•,• Of5o Addi. trion Lo I3ui. ld3. rlg : roaldksrtca / colt,Illo,ccial c3ccupA"CY xl"PFoRl"InvIot•tr 1► 1LcarnLion t.: o I)trl ]�c] ]. nuJ : E} r,i.utrlry E1u3. .1_ti ,i. rtc„{ t'c�eAtlenc�e / ccxrruncicinl 53. ncJ .l. +3 t�etinl ]. y ~tlwcl ]. ii1cJ 1tceFidonco / Colnutcrclal '1"wo trau, .i .iy uwc: 111ntI no chnllgo * Lo 0xt;or3:oe: rr3, •r. n —t lr'r1iuS. l. y l7wnlliiit) Other Work ( describe below ) Mercantile Manu f acturirtg +� " GROSS AREA OF PROPOSED STRUCTURE Other lst Floor . . . . . . . . 3'yc►T nqo tt 6 o# %'$q #lf I use 2nrl .Floor . ' . . . . . . . �+,/cs' nrl . f L . of new, addition bo ? Other Floors . . . . . x nq . ft . ( not: unfinished collar or bas +eulouL- ) -- ACCESSORY []UILDINGS : t]el:ached Garage 10, 2 car TOTAL FLOOR AREA * _lv S ! t1 SQ . FT * Attacil d Garage 1 . 2 car Private Storage Lluildilig SIZE OF NEW STtstJGTtJRC : Cotmercial Storage Building 24a P'CET X 3b i i3f 'i' C1LlyelC Foundation "rypa : Cone;`+-A 42, _ will an second- Mane] or ungraded Number of Sirorles : 2 Ikiurber Igo used ? if aa , for what ? ( link 3A..nble nparo olt .l, y ) 1 ( [ c'ciclo t:cr l:_i.clt t] J.` r_ tal: 1' X1"l; V1" Iil'il,�'.1' ] l1tS f'3Yri'1'1.•.N : �� Nul"Gor of f l eplacou aitd/or: woac1sL- cxvo ( cs rt: lcl a ]. l which > liotF ) to be ins Lallbct s Wood • e 11nL A / Baseboard Other Person responsible for supervisioll of work as regards to buildilig . codes i B ; o ?F Ne tie AdclressrI 1' 11one Builder ! cd> Plumber : AJ f `p BIectrician . DECLARATION: Please sign below a ler you have carcforlly [earl floe slate nrellf" To 1110 ties; of lily kiiuPwlctlgc thu sl:ltentenls ct> nl.tirrcct iil this allplicaluml , toucilier Willi. the lrl:urs antt St3CClri;::160113 scrl>nliltc(l , slrc a It-Ile and complete sl;litn"ent of all IrnlPix)sctl vvm-k to lac: tiorlc tan the tluScrittt tl tircrr,ixcs :rnci that .111 Ilrtxvisicrns t!i' 11In IIIiiltlinl; t`,txlr., Ilu: '44miinl; 0111inonicc :rrrrl all ["liter taws llcrl;kinint, i" the imcnml:ic;l work sl*ritl he efnoilriiacl with , whether specinc,tl or rinlctl, nrul llukl stick war k in :ttril,urir.; ct by tilt: c*wncr. irtrrlhev. it is kincl[:rslt*cxl 111411 I/we 01:01 sulk„il Irs-ior• ton Certificate of 0ce%olmiley'';rr• C."al-611cc110 of coiltllli.kncc IFcirrfl, is5rrccl, :rn AS 111AL.'1' 1*r_C)'10 I'I .AN try a Iicesssccl aurvcyu►t ; cir:twrt to sc.tic, allowing actual ltxs:rliun of Iiroject oil Irrcnriscs. Signature: _,.. L ., (owner, owner's agent, arcllitt�ctio oatractor) Application for Perr:tit — Septic Disposal System 74,01VIt of Qtt['.,elt.4ht1lY 74213t7vR.ParlQso ensbury. NY 128w (.518) 7Cil-825ri 1 . OWNER INFORMATION: Location of installation: Schermerhorn Properties 2000 - i I Tax Map No. / / 10 Eagle Way, Building 3 Owner's Name: 5C-14 e ryvNe rkor Hiland Springs Townhouse Address: 6 units 2 . INSTALLER'S NAME : PHONE NO. 3_ RESIDENCE INFORMATION: (circle year of dwelling, indicate if bedroo»r(v) grid multiply Il of bedrooms with applicable gallons per bedroom to equal total daily flr��v) Year of Housg: No of Bedroorils x Con,ptytatiolti � Total Daily 1980 or older x 150 gal/bdrnn 1980 — 1991 x I30 gailbdrin = - '- 1991 — present x 110 gal/bdrnn Garbage Grinder Installed yes J no Spa or Whirlpool Installed yes J no 4 . PARCEL INFORMATION: (circle applicable information & indicate measurements) Topogra h Soil Nature Groyiid Water Bedrock or-Impervious Material Domestic 'Water Supply Plat sand at tivhat depth at u•frctt depth rnrrrriciperl Rolling loar>r {eet feel Steen slope clay if+velf; +'cttcr .srtl�plt --�r slope other fiorrr all xp sepric,gr)Wrern depth: - abs•vrl;tiolI is - . ._ . . ..fi. other - . . Percolation Test: (7 i� fjc• comlrlelerl by licerasecl prr�i,s•,s•iorrcrl erriraer•r rrr crrclritecr} Rate: -, nrinrcte per inch 5 . PROPOSED SYSTEM; For New Construction : All individual sewage disposal syslejus must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the sire of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: gallon (uin. ,size 1, 000 gal.) Tile Field: each trench _ u fl. Total System Length: ft. Seepage Pit(s): nrcrnber of-� - - -- size a each: -''� Size of Stone to be used: ll _._ / depth or thickness Bed System Size: x Alternative System; — length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each : gallons / TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Section 136-29 of the Cotle ofthe 'Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, sliall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person TM Date --_ Schermerhorn Properties 2400 - ENERGY CODE 1 d Eagle Way, Building 3 M1 Town OF QUEE Hiland Springs Townhouse 90p- ��HE G unxtS Coxnr lias; ce Methods : PART 5 - Accep-ca.taie �rac� icc i"�� Lcavtc - PART 6 - Thernam�a 1Y Dwellings ( only) * Rahn Z & 2 F g - Component Trade Offs DwellsY I7wellings , i4fulti -Family PART Q * - Design b ( 3 stories or less ) g y Component Performance Commercial Buildings -Hi Rise Residential I T ' *Rea.uires submission of worksheets AP'P L S NAME PROPERTY LC]CATION : /D PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : FZoor Area - to S/�j� scruare feet 2 - Type or Heat - Electric Oil !C Gas Other 3 - I s building mechanically cooled "',. Yes No `�' - Percentage of area Of windows and doors - � Over I7 % Under I7 % VALUES rOR INSULATION Gi�7EL�t BELO v" MUST CORRESPOND TO R- �r, S 'r_'C]Wid ON PLANS SUBLMITTED : LIES AS a • Roof Lxteri or walls R 30 G - Glazed areas R d . �:xterior doors R e - = loors over unheated spaces R Edge of slap on grade ( heated Ibuilding ) R _ � s Sasement / cellar walls ( abovecrede ) R 1l Basement / cellar walls ( be ' R - - Heating/ coolies-ducts ow trade ) -pipi ( domestic ) hot w r n ; R — r/ g n unheated space R Se`✓ice ate_ Conformsheating device to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED A ic - i s y/,.],�`�'"''' s � , , n 4 4.- ` Date P>eone Number N5 ? ` C OR S REM.ARKS : �� BUILD TOWN O �NOF QUEENSBURY CODE ENFORCEMENT 531 BAY ROAD QUEENSBURY NY I2804 i5I83745, 4447 ARRIVE : ----_._ DEPART ; /�/�/�,,J,'. --�� fNSP : +COMMEn PINAL £N;SPECTION CIAL REPORT __ DATE " MULTIPLE DWELLING INSP N QUEST RECE VE3 NAME LOCATION DATE PERMIT TYPE OF STRUCTUR FOOTINGS BACKFILL INSULATION FRAMING PLUMBING C IMNE N A YSB NO Na " VENT NEIGH PLUMBING VENT FIX URES OO N R O FI N HOT WA R REr I-- EF' VALVES LOORS POU ION I TIO INTERIOR T IRS RA LI GS , TOCKR OM ENCLOSVR OEM SE WA N TRAT N R DAM ERS ILING FI E STOP NG R DOO S OSE S EX T OO ARDWAR P T RM E EV TOR MA"IC ED CES N C P B S H CAPPED ARKI FIN CTR CAL S L S fVE P F N F OK TO IS UE O 4R C r MULTIPLE DWELLING, HOTEL, MOTEI„ APARTMENT FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request received. Dept, of Community Development Town of Queensbury Arrive �Gtatnlpm Depart 742 Bay Road Inspector's Initials _^y � Queensbury, NY 12904 NAME /A er i�v— dr'r PFRMIT # ;� 7JJ3 LOCATION DATE 30 t3 TYPE OF STRUCTURE NIA YES NO COMMENTS Chimney Height/"B" VentA)iresat Vent IAcaUon Fresh Air Intake Plumb Vent through roof Roof complete Exterior finish complete _ Interiorlextes for railings 34 in. to 38 Exterior handrails, balconies, landin 8 in. more Interior handrails stairs both sides 3 more ' Guardraik 42 in_ Ballisters 4 M. spat rl Doom 36 in, Headroom 7IL on stairs Handrai ' or stairs both sides than 3 Floor fin en watetight Interior handrai foomesllan g 18 in more Railing across window M Smoke detectors: every level every bedroom outside every bedroom inter connoded Bathroom fans_ Plumbing fixtures Foundation insulad' Fire separation 3/ ur Fire wails 1, 2, 3, hour Fire doors air, 1 '/z , 2 ur M Handicapped Aooess" "lily^_. handicapped p Handicapped sign Finish grade Gas valve shut-off exposed/regulator 1$ in. above grade Gras furnace shut-off within 30 S. or within line of site Oil furnace shut-off at entrance to Pomace area Fumace/hot water heater operating. Relief valve(s) installed" m Garage fuep ooftn Garage penetrations sealed_ __ Furnace in separate mom protected (in garage) - Light ventilation per room Safety glazing 18 in. or less from floor Final Electrical- Site Plan/Variatoerequired Final Survey Plot Plan As-built !septic system layout required � May to issue temp C/O Okay to issue permanil C/O (Certif. of Caecvpancy) — f Okav to issue C!C (C:edif, of Compliance) T�!� / /w r / e _...._------1 COMMONWEALTH ELECTRICAL t'tiSPECTION Main Office 176 Doe Run Road - Manheim, PA 17545 IOC' INC, lbfuNlCfPAL CERTIFICATE - ELECTRICAL APPROVALr? $3 Panel Board No..... ert. 70149 Owner.... Cut-in Card It�. ..... ....._....................... Location .. 61 J¢+Ga'C- tof� � ................... .... ""Installation Consistin .. ..../...7... e ram. Z . �y................_........ ...... .. ........ �C C ......f. °,.'` .! �..Cc'?. 4? .. e y........................... � ... . � "f,CG! .............. .,.......,, Installed B „Qf�L+F ..!�- ............ ......................... _............................ Lie, No. ..... The conditions fallowin ............... ............................� cancelled: _ governed the issuance of this; certificate, and a j ny certificate preciously issues{ is I This certificate only covers the eiee'rical equipment and installation conditions as crf' date. Upon the introduction of additional equipment or alterations, application shall be pre>mptly made for inspection, Inspectors of Chia Co rules are violated, Company Shall have the lrrivile +e of maicin .the the shall have the riuht t r ns[ ecNans at any lime, and if its y eryoke t f ca Date,.. V_VZ- !7 00010 1'�f�{ J_ M1femhcr N.F P,A., I,A E.I. ...............�•........ GENERAL aaeACi JON REPORT ( 518 ) 761 - 8255 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Erdorcemeut 742 Hay ]toad Queensbury, N-V 12504 Arrlve = Depart � Inspector's In[ NAME. �� C C- - C---v_ G-1 Cll' PFAMiT 4 LOCATION: 0119 DATE : t� TYPE OF STRUCTURE: RECHECK N/A YES - NO COMMENTS Footings/Piers, Monolithic Pour Form Reinforcement in Place The contractor is for providing proteodion rn g for 48 hours following nt of the ooncrete- Materials for this purpose site Foundation/Wallpotrr Reinforcement in Place Foundatio BackSill Approval Plumbing Under Slab Plumbing, Vent(Vents in Place _.._... � ... Rough Plumhing� Beating Rough-In Insula#ion Foundation Walls Interior R Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vern, Attic Vent Fram4 Jack St.,agMe:aderc BracingMridgin Joist Haugers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fri Wall2, ho Fimstoppin - ra f' 6 5 7Z� 1 � GENERAL RAEACTIOIN REPORT ( 51 $ ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request rece€ved: Building & Code Enforcement 742 Bay Road Queensbury, NY 128" Arrive am/pm Depa Inspector's Initials NAME: ,,,¢�2_� r PERMIT # ? LOCATION: Ic Z=Wcycc -F,Ad DATE : 6 TYPE OF STRUCTURE: RECHECK NIA YES. NO COh4NMNTS Footx ! Monolithic Pour Form Reinforcement in Place The contractor is or providing protection in g for 48 hours followi the nt of the concrete. Materials for this on site FoundationfWallpour Reinforcement in Place Fvundativ Backfilt Plumbing under S Plumbing VentlVents in Rough Plumbing Heating Rough-in Insulation. Foundation Walls interior - Foundation Walls Exterior - Floors R- Walts R- Ceiling R- Duct work or piping in unhealed spaces R- r Vent c Went F rtrSG-Uiw A J Jack Studs/Headers 7�ing/Brs ✓Joist �� Jack PoststMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour trativxx Sealed Wall 2, 37 4 hour i j o o r r4' r r _ _ GRIVERA.L INSPECTION REPORT ( 518 ) 761 -- 8256 Town of Queensbury Dept or Community Development Date inspection request received: Building & +Code Enforcement 742 .Bay Road G Queensbury, NY 12804 Arrive am/pm Depart ` Inspector's Initials NAME: �c�u�'�wc� rti ca f,�° ✓✓ _ PERMPr # ����� �_�'�•�� LOCATION: t'eO ' -F.C.C— .� ' DATE : F!L7— - 1 I TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FootingslPiers --- f Monolithic Pour Form Reinforcement in Place The contractor is responsi or providing protection fro 'ng for 48 hours following ent +c of the oncre te. Materials for is purpose site Foundation/Wal or Reinforcement in FoundatlonManipproo ^ .. Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in SP lumbi Rou o on IT Foundation Walls Interior D Foundation Walls Exterior R` Floors R.- Walls. R.- Ceiling R- Duct work or pilling in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Hridgin Joist Hangers Jack Posts Nftin Beam Air Infiltration Barrier Fire Separation 1, 21 3, hour Pe tion Sealed ff trestoppiny 3„ 2. r Y"' d ntJ S f �t GL H) � '� �,, -L— V j C" (A)V GENERAL VVS.PE I N REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Commun #y Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive j Depart Inspector's initial NAME: PERMIT # LCICATIGN: it DATE TYPE OF STRUCTURE: RECHECK NIA 'YES NO COMMENTS Footings/Piers I E Monolithic Pour Form Reinforcement in Place The contractor is rexpo a for providing protection ing for 48 hours folio the # of the concrete_ Materials for this on si Foundation/Wallpour Reinforcement in Place FoundadonfDampproo Bacldill Approval Plumbing Under Plumbing Vent/Vents in e Rough Plumbing. Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior Floors R- Walls R Ceiling Duct work or Piping in unheated spaces R- Proper Vent, Attic Vent Finati Jack StudsJHeadcrs Bracing(Bridgi Joist Hangers Jack Postsgvfain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour, Firestoppi � �1.�TIi ~ © '+.� �-�... U.� M� �-� ZS l:ENQR INSPECTION REPORT ( 518 ) 761 - 8256 'Gown of Queensbury Dept. of Community Development slate inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am PM Dep ��y��� inspector's In s NAME: ! "� PERK417F tz2Dw ! ,3 l f�CAT10N: DATE : U TYPE OF STR C"TURE: RECHECK N/A 'YES NO COMMENTS FootingslPiers �" ^-� ", � Monolithic Pour Form �t in The contractor is bde for providing protean freezing for 4$ hours Poll laoement of We concrete. Materials thus on 'te Foundatio al€paur Ric" in Fou edatio PpCoo BacTrfil_l Plumbing Udder S Plumbing VentlVents in gh Plumix Beating Rough-In Insulation Foundation Walls €nterior R- Foundation Walls Exterior _ Floors R- Walls R- Ceiling R- Dut:t work or piping in unheated spaces R- Propyr'Ge A#ic Vent Lack Sta= Bracing/Bridging, 00 f t Joist Hangers "UL L' '400/ lack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed _ Fire all 2, 3, 4 hour GENERAL INA� N REPORT ( 518 ) 761 - 8256 Tom of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Hay Road Z� Qneenslfury, NY 12804 Arrive am/pm Depart PM Inspector's Initials NAME: PERMIT # LOCATION: DATE TYPE. OF STRUCTiJRE: .42 RECHECK NIA YES NO COMMENTS Footings/Piers r ! Monolithic Pour F _ Reirdorcernent in P1 The contractor is nsible providing protwd from freez for 48 hours followi the p nt of the concrete_ Materials for this on site Foundation/Wallpeour Reinforcement in Pace Foundatio Backfill Plumbing Under Slab Pl Vent/Vcnts in gh P'lurnbin Ling Rough-In - q/ Insulation Foundation Walls Interior - Foundation Walls Exterior Floors R.- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper VeM Attic Vent Franzen Jack Stucls4leaders Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Enliltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed F' Wall 2, 3, 4 hour _irestom GENERAL EVSPECTION REPORT ( 518 ) 761 -8256 Town or Queensbury Dept, of Community Development Date inspection request receivers: Building & Code Enforcement 742 Bay Road 7m/lpxn Queensbury, NY 12804 Arrive am/pm Depart rk Inspector's Initial8 NAME: PEii.MIT # �C i C)CATION: - DATE : ;' TYPE OF STRUCTURE: RECHECK 1VfA YES NO COMMENTS Footings/Piers [j Monolithic Pour Form Reinforcement in Place The contractor is rr nsgpmible far providing pm n frcering for 48 hours foil ng placement of the concrete. Materials for this on 'te Foundation/Wallpou Ptdnforoement in Plake FoundatJORMIAUMPIN Backfill Approval Plumbing Under Slab Plumbing VentfVVents i Rough Plumbin Heal' ough-In on Foundation► Walks Inte r R- _ Foundation Walls Ex or R- Floors R- Walls R ICA - +Ceiling R- C. Duct work or piping in unheated spaces R- per Vent, Attic Vent VFrami Jack Studs/Readers Bracing/Bridgin��' Joist Hangers Air - S Jack Posts/Main Bearn Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetrauon Sealed .Fire Wall 2, 3, 4 hour Firestopping GENERAL INS'PECTIO NREPORT - 8256 ( 518 ) 761 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay RRrad *6j Queausbury, N Y 12804 Arrive am/pm Depar� J / Inspector's Initials NAME: PERMIT # C7 LOCATION: DATE : TYPE OF STR CTURE: RECHECK N/A YES NO COMMENTS FootingslPi.ers _... ��� Monolithic Pour Form Reinforcement in Place —The contractor is responsible for providing protection from freezing for 48 ho following the placement Of the CO Materials fo his se on site Foundatio r Reinforcement in Pl Foundation/Da pp fin Backiill Approv Plumbing Under ulnbin,g VenUV in Place R Plu Heating ough-In Insulation Foundation W Interior R- Foundation Wall Exterior R- Floors R- Wails R- Ceiling R- Duct work or pipet in unheated spraaes R- #, Attic Vent Frami tixdslHeaders racing/BridginC-f, _ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed 3, 4 hour Firest ng C6x4pITS GENERAL L14T.$PE l N REPORT ( 5 .18 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request receled, 2W 2� eV Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive �� De - _ or's s NAME: PERMIT # LOCATION: S DATE : 1 TYPE OF STRIJCTLTP45J RECHECK _ N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freez g for 4.8 hours following the p nt of the concrete- Materials for this purpose on si Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfdi Approval Plumbing Under Slab Plumbing VentfVents in Place oix Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior W Floors R Walls R Ceiling R Duct work or piping in unheated spaces Proper Vent, Attic Vent in ack S rs Bracing/Bridging Joist Hangers Jack Beam nfsltration Barrier_ Ire epara.tton ur Penetration Sealed Fire Wall 2-�3 4 hour. GENERAL INSPECTION REPORT ( 518 ) 761- 8256 Town of Queensbury Dept. of Community Development Hate inspection request received: Bundin$ & Code Enforcement 742 Bay Road Queensbury, NY 128" Arrive atn/pin Depa9t ` Inspector's Initials NAME: G - _� . L• � , •. PERMIT # C LOCATIO : c DATE : TYPE OF STRUCTURE. RECHECK -- N/A YES NC ' S FootingsfPiers ., ��� Monolithic Pour Form Reinforcement in Place The contractor is respo a for providing protection freezing, for 48 hours followi the pI t of the concrete. Materials for this on site Foundation/Walipour " oroernent in PI Plumbing Under Slab Plumbing Ven nts i Place Rough Plumbin Keating Rough-In Insulation Foundation Walls In 'or R- Foundation Walls E or R- _ Floors R- Walls R- Ceiling R- Duct work or pipring, in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/I-Ieaders Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall. 2, 3, a hour, Firestappin GENERAL INSPECTION REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Hate inspection request received: Building & Cone Enforcement 742 Bay Road Queeusbury, NV 12804 Arrive am/A4n Depart NAME: ✓1 PERM" # :�- LOCATION: DATE : TYPE OF STRUCTI JRE: ` RECHECK �n��e� N/A YE NO COMMENTS VAXMonolithic Pour Form Reinforcement in Place The contractor is nsible fdr providing protection rn ng for 48 hours following a pl ment of the concrete- Materials for this purpose a Foundation/W Reinforcement in Place Foundation/Dampproofing t Backfill Approval _........... Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing _ Heating Rough-In Insulation Foundation Walls Interior R- ; Foundation Wails Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R. _ Proper Vent, Attic Vent Framing Jack StudssMeaders Bracing/Bridging, Joist Hangers Jack PosmNlain Beano Air Infiltration Barrier Fire Separation 1, 27 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL IN,SPECT'ION REPORT ( 518 ) 761 - 8256 Town of Queensbury CJ Dept. of Community Development Date inspection request received: 0 ✓ Building dig Code Enforcement 742 Bay Rand Queensbury, NY 12804 Arrive am/pan Depart/ Mn Inspector's Initials .} NAME. PERMIT µ LOCATION: ]- DATE : � f TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FootittgslPiers __ ! Monolithic Pour Forrn Reinforcement in Place The contractor is responsi le for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Fo rt/DamplstAppfin nac IL ApprovLIZ umbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Founda.tion Walls Exterior R- Floors R- walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studsllleaders Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1„ 2, 3, hour Penetration Sealed Fire Wall 2, 3„ 4 hour Firestoppin ,It ., \ \` -_ �;/' --. ___'.....-. 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'' I r a t \ 77! ! \ ', Ili '1 r 1 II1i.. t I E t ! \ i N I i I'- I � I I \ E --� TOWNWOU°�E \ I W'i i \ • r \ ! ) I TOY�IIOU`.�E I tAVITS �3-w�z / i BBCR HOSE FRICTION GUARD Y MARE dL CEDAR STAKES ft LONG SHREDDED BARK MULCH MGM SAUCER ENDED PLANTING SOIL } I % NOTE I l ALL TREES 3" CALIPER AND Z } i } st it ry { ' I B i �• '� " ` f da LE55 SHALL BE STAKED AS 1 l t \, �._..-_ _ / s 5MOMM USING TREE STAKES • I // 1 I tt 1. ` o ij I �: ��`� _• ''EE iE I3' : 1 I ! \ • B • E �Iji;i„1 t B E ,• j % :......... TREE PLANTING DETAIL \ \ \ '` \ '\ \ I ; B 4 P fi / T I -GP - I \ NOT TO SCALE \ 0 `•`I _\\\,\ i) �. P F GGD p I p p� P p D D H : + :\ \ , .r:. _ � H p D H , t H D .. 4 f•, I H SB �': \ # SB ! I r \ I H' 1 \ \ I. \ \ \ 1 + v \ �. i t \ \ 'v \ \ \ .' \ If \ GRiJbl1ED 5 TRAL \ T ! \ .3 i. i \ i L •• 1 \ \ f:.::: jI \ _—_ 1 t _ 1fY, t `� 1-PO ::{ 7:. .:{. \ \ \ \ l:..:.:::: •^. t \ I l.: \ \ L.AYM1 •r:: '•1 FI'• \ t• ':i I I ••SI• yy ': i T e` \' \ t .1 j i \ \ 1 \ P o I-G M ;II I-5 I i ', I :�. \ .- GH P r �.' .� GH B ' — \\ .: \ r i — • R 1. , IM�.3U \ \ -\ 1. a zr ' 3 , U u. B \ \ Z r, C t \ N y I s t \ \ '\ i . F. 1 4p \ l,. + :S \ \ l \ , P . f. ir_ \ \ t� \ ?r j ::��' 1 \ -MA ,l \ r' l E 1 \ 'Y \ \ } / \ \ L: '\ :. ' \ ! \ \' "ills,, / :J \ '�o LAY�I , J.•: ...............:......... ........... , ................... .. .................... \ \ I'�.rM r� r m / \ I \ \ i t :• 1 ,\ ..{ } DECK '\ •:f 1 :::.: ,, ,;pF;: \ : 7 P 6 \ _-. 1 t • J t a\\ `\ B .........___._ .... I y l 5 H U R 8 P NTING DE AIL H \ LA T 1 , r.. i b I-PF H I TOE I ,a '\ ,,fit, H \ H r DEG( r \ I UN T5 G H I �y \\ N 1 1 1j t / i / I I D i t �. t \ \ \ \ t \ H c H P , r / T E 1 \ r\ OYr+IFI0U5 I -sM o \ \ \\ .,T \ P -4P \ o I�•NPI \ UM 'I� t $ "-ram \• \ \ / \ �. r \ i I \ \ \ \ \ \ dhac ::i } \ d \ / X/ '\ 1 .................................. i�ilK : \ I \1 \ l \ \ \ tt an '/ \ r 1 H t / ca I \ +k \ i ,\ J \ y \ \ JY • - � 1� ,V[uj��1 \ i / \ 1�3M \ P 1 \ l \ t \ .,' \ \ a ;; :r .I a \ \ / \ \ \ t 1 \ '\ t ."' :' ::': Its. :i J" I _. - Ir \ j q { � j_ .j I I I 1 \ {jt1 \ \ 11 jjf ':1 1 :. y' - — - I \ "/' .r >:': •t ' V I S i k \ n \ '-' . I • >rl i l .+n - d \ , I \ i _ : \ - r \ `a _ PI r'" I-G \ - Z-CiPZ - \ \ t• `�` \ \ \,\ 1 \' \ G£, \14 \, \ 4'\ �� I-rdP 4..J 1 ' _ _ - 3 :5 - — '""J r — ` - , /'" I t 4 i ` '•. , '\ \ \ \ \ 4J '\ \ '\ // -- - nr k' . - = y- \ t i 1 / t / ' ` . 004NECT TO E)aST. \ \ ; \ ` \ \ \ \ `\ \ \ \ \ " \ \ ,j%''- / \ - - _ I - �'. --� I , \ \ sEWER uTERnL �- \ \\ \ \ \\ \ \ \'\ � --, \ -, . ~ 1/1 "`'~ ~ \,. • P H D D D D D H H \ i �,\ _---- -rJ- -'"r _- - - . -:11�.. ` i / i r' i ,, \ `, '/, \ --r' \. \ f \ \ ,\\\\\ `� ',,` \\`\ \~ •1`''''.. �•'`•t mow\ ~''� ',,\, y j \ , 1 Jam,/` f •.. • �• �_-..-^"`_`._.�� 1 �` \\ \ \ l �- / It \ ,. ~` / / .ram' . /f • . • 11 / . �_ _ -_ I , % , / / / �-�" ' - PLANT L15T RI 2>iP.56 \ \ ,\ � `'--• __. _ 'l I i �~ j I . % f / / / f',. \ __._... ; \ DECK ( i '�--_. \, \ -� / \ , \.\ \ '\ '' ~ ,, _ __-. .- :�c��.-------_.�_. .._� � - <" � i ! // ff \ \ _....__.__ . �o. ..............._.._...._-..___..___ / __.__. \ \� K\ \ '..�" .".—__.—..--.'_---_-_-30:��. -.-_•— -.... _. �_ \, \\�x___�..�, : s0" _�r�- _... \ \ \ . Ill ...� _w.._....__—......._.. -- .u: a ' �\ _ \ , \ \ U \ -----� \ .... _ _ _.....__._..._.._..._�, _..----_....._......_. _� - NOTE5 \ • •\, �. \ \\\` \ , \\ %, ll.~ 1. T"E CONTRACTOR SMALL INSTALL 4' TOPSOIL N LAWN AREAS AND FIr GRADE. \ \\L L\\ \ \� \\�1`fv\ �� \�\ \1k ~ �\,` \ \ \ ll,. 2. AREAS INDICATED AS LAWN SMALL BE SEEDED MAT" LOFT'5 TRPLEX GENERAL MX. �\ . \ \ \ \ \ \ \ \� \ , OR APPROVED MIX. AT A RATE OF 51 m PER 1000 ss f. STARTER FERTILIZIM C5-10-5) \\\., \ AT 40 bL PER LOGO sf AND MULGttCD MAT" STRAW OR HYDROSEEDED. \ \ \ �\ \ \ \` \ `\� ~ / / AND ARATION \ \\ `\ \ \ \ \ \ \ \1\1 K\ `. 3. PLANTING SOL FOR BAMU OF NEW PLANTS FREP 1 T,I, COMI°05TED \ \ \ \ \ i� OF PLANT BEDS SMALL BE A MIXTLRsf OF 1 PART TOPSOL. P \ \ \ , �\ \\ \ \ \ \ \ . \ /\ �- MAN=, i PART PEAT MO5 5 AND 5-10-5 FER'ILJZER AT i b per 20 sf. \ ,\ \\ \\ \` I \ \\ '`\ \y r 4. MULCH FOR TREES AND SHRUBS SMALL BE COARSE SHREDDED BARK. \ �\ \ \� \ - FREE OF WOOD GIPS. LEAVES OR OT"ER UNACCEPTABLE MATERIAL • \ \ \\ \. \ \ \ \\ \ \1 /\� \ \ 4 \'\ \\\ \\ \\ '\` \ \\\ / 5. MU.GM FOR 5"RUBS AND PEREN IALS SMALL. BE FINE SHREDDED BARK �' , \ \ \\w \ \ \ \ \ ,�'\ \\ �, \ FREE OF WOOD WS. LEAVES OR OTMER UNACCEPTABLE MATERIAL. - \ \ \ \ \ \\ \ \ \ \\ ��,I I } I �, h \ \\ � \ G. THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH �\` \\\ \\ \ \ \ \ \ \ \ \ \ \\\ \\ T"L STANDARDS CIF THE AMERICAN ASSOCIATION OF NURSERYMEN. y \ \ \,, \ \� \ \ \\ \ \ \ \ \ \\\ \\ \\ �\ \ \ \ \\\,�, \\\ X \\ \\ \'\ � 1 \— \ I ' I b a .\ � � _ -- , �. / \ �_ — / S \. \ t 1 \ \ \ \ \', \ 6 1 3 OAR,K MU.CM SHREDDED N 3 MIG" SAUCICt AMENDED NTNG SOIL PLA O!� N SYM BOTAWAL HOC COMMON NAME QiJAPL sar REMAIMS TREES CK AGER R.ATN000S CRM50N KING CRIMSON KING MAPLE 2 3 - 3.S" CAL B + B MA MAWS SARG04T GAR=I CRABAMU 2 2 - 2.S" GAL B + 8 PF MALUS PRMIE FIRE PRAR� FR[ CRABAMU 4 2 - 2b" GAL B + D F!O QUERCUS PAWSTRIS FN OIAK 4 3 - 3.5" GAL B + B WP1 FM STROM* [ASTERN WHITE PINE 2 G - 'r MT B + B WP2 PNUS STROMIS EASTQN MA a PINE 5 3 - 5' MT B + B Cr PYRUS CALLERYAHA 0". SELf.CT QZV. SELECT GALLERY PEAR G 2 - 2.5" CAL B + B SM ACER SACCMARR21 SUGAR MAPLE 7 3 - 3.5" CAL B + B SA FRAXWS PlIM LAND. SUlMT e f ASM a 3 - 3.3" CAL B + B CP1 PIGEA PIJN�NS COLORADO SPRUCE 2 6 - 7' MT B + B CP2 PIGEA PIJt1IiE115 COLORADO SPRUCE 4 3 - 5' MT B + B SfRUBS CM TSLIGA GANAVENNS CANAPAM " M.00K 5 3 - 4' "T B + B 5B � GANADCIIM SMADOLOW SERVICEBMY 2 4 - 5' HT B + e. MU.TI-STEM CC MALLIS CORALAURST CORALMI RST CRAB 4 4 - 5' MT B + 8. MLILTI-STEM T TAX IS DOWORlIS DENSE SPREADING YEW a 24 - 30" MT 8 + B. MLL,n-ST'CM P RMODODDWON PJM PJ1 im CDOVENDRON 18 24 - 30" MT B + D J JUNPERUS PROC NANA DWARF JAP. GARDEN JIJI� M 48 lb - 24" CONTAINER GROWN 0 BERBOHS TfX MGI ROSE GLOW ROSE GLOW BARBERRY ANTMONY WATERER SPREA 2q 41 24 - 30" 3 GAL B + B CONTAINER GROWN A SPRCA �IALDA ANT"ONY WATM S SPREA JAPCNCA UrU FR# MGG LTTTLE PRINGE55 5PREA 9 3 GAL GONTAH!R GROWN M LEX ME5ERVEAE CHINA BOY/GlI L. CMNA BOY/GRL MOLLY 30 24 - 30" 5 + B SYRNGA MEYERI DWARF KOREAN LLAG 24 24 - 30" B + B G BERTlM 111UNO RCI CRMSOM PM GRMSON PIGI V OAR�Y 17 3 GAL CONTAINER GROWN Fri O x P, a M 1� O v I 0 t aa� 11 to► Wr_� F� 19 as a aJ rn� v i .'y 004� w 0 a 0 l^� . 1'� W E w Y i r� V� b 0 a A 0 �-, �. a Z 'd 1.4 0 a O •n f a is" M r a aD C2 C.� •N a 0� Cd " x 1z w p 6 0 M = a �' p A z z Z Z PC T� A 0 � cr 0- L Vf VI w F-4 W m v z a U) p 03 W m p a Z 1e � 04 cl .r Iji co " .44 NIP Juy 26, 2OW RPw QT. CJofrlf m SP-3 %*Er 3 CIF 4 3G" FENCE POST. 10' or. MAX DRIVEN 16" MN INTO GROUND SILT STOP FABRIC EMBED 6" MN N ORO" UNDISTURBED GROUND .. a-. a Jo -Limp / i►L igFm ^1 r!L-_L 1.- = - ASPHALT PAVEMENT 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE LAYS DOT SECT. 304. TYPE 4 GOMPACTED TO 95x STD. PROCTOR "GRADE COMPACTED TO Sox STANDAM PROCTOR PARKING LOTS NOT TO SCALE moo& WA 2w w "m PItESBw SWIM Cur Off LUMINARE Coat - auac w-o" - v ROAD A~ POLE COLOR MACK "Alchm BOLT BASE COVER 1" A OIt GHAMFER� BBOLTSIWW/LEVELNG NUTS AS SUPPLED BY UJG"TNG MANUFACTURER CONCRETE FOUNDATION CFORMED ABOVE GRADE) '� ' _ I �• I . ' SMOOTH FINISH. G1AMFZR ALL CORNERS I ! fNSH GRADE . ' I'—'f�f: %%tip% //\ �,`�::r-,' �<�%/ ///,%�,, ; . �,1; •: •/'�%r; NY / .• ELEC Comm CGAU.V STEEL) , 90P BEI'rD. u" RADIUS 4 8 *7 RODS VERT" SPACE EQUALLY \ i •r �. . Y ��f'' N N *4 HOOPS 32 OG. 12 OVERLAP ; • 2,-0" DIA. ROUND BASE CEAR711 FORMD) 4000 P.SU. CONCRETE 2'-O" NOT TO SCALE NaUS 1. SEE PLANS FOR POLE LOCATION. 2. CONCRETE TO BE SMOOTH RUBBED fINSHED. 3. COORDINATE INSTALLATION WITM OTHERS TO A$$= A COMPLETE PACKAGE WITH CORRECT OF ANGHOR BOLTS AND ELECTRICAL CONDUIT - LENGTH VANES SEE PLAN Fc, ❑ [E3 ❑ ❑ ❑ PAN SWALE C2) rx2"XV STAKES OVERLAP ENDS EACH BN.E ,� n 5A11D HAY OR STRAW FINISHED GRADE NOT TO SCALE 1/2" LAWS v 5.. / -"" SMOOTH RUBBED FINISH of CURB INSTALL RIP RAP ON SIDES AND TOP OF GU LVERT END FLARED END SECTION w/ BOLTED COUPLING BAND CULVERT END SECTION AND 011TALL .� m,is; -- M ro- GRANULAR SUBBASE COURSE ���� ��,•, O SUBGRADE a. TO q0Z STANDARD PROCTOR IN PLAZE COCAOB cm NOT TO SCALE ,®rl' O L` FINISHED GRADE = �1I1 CULVERT PIPE r BURY 00 4• INTO SOIL 4' On $2 STONE NOT TO SCALE v 6 rr owlIs ! LIl ,�11 F G" . , `N - STORM PIPE TRENCH DETAIL SMOOTH RIBBED FINISH on CURB /;::3/8" x 3/4" DEEP TOOLED JOINT 1/2" RADIUS 1" 5" BROOM FNI5H PERPENDICULAR TO WALK CONCRETE WALK SEE CONCRETE DETAIN. C ' 6" x G" NO. 6/6 WOVEN WIRE MESH = ASPHALT ► 12" GRANULAR SUBBASE COURSE :� ► ► NYS DOT SECT. 304. TYPE 4 ;: rC'�8 COMPACTED TO 95% STD. PROCTOR 4. \\ \. \ 5UBGRADE COMPACTED TO 90x STANDARD PROCTOR INTE6RAL. 60114CREM CURB NOT TO SCALE INSTALL HAY BALE DIRE AROUND INLET UNTIL AREA IS PAVED HEAVY DUTY FRAM AND GRATE FRAM TO Be MORTARED TO TOP OF STRUGTURe WRAP GRATE WITH FILTER FABRIC UNTIL AREA IS PAVED " 2'-5 1/2" OhEEIIM NOT TO SCALE I IM11 GATGH �ASIK DETAIL I ADAPTER FITTING IF REQUIRED - WYE, 450 OR Ge 450 OR 3e BEND AS REQUREO GRADE AT UNPAVED AREAS RESTORE TURF 6" SERVICE CONNECTION PLJW �— MAG W SACKFILL W/ fNISMED NATIVE MATERIAL. COMPACT FNI5HED GRArW EXCAVATE TRDM WDTM N 1'-O" UFTS 45 3'-�°•. 30 45 OR 300 BEND MINIMUM WIDTM EGxJAL TO PIPE PLUS 2.0 FT. C4" MAX. SIZE) TO 95x Mow= REa>m COVER PROCTOR Lt min GRADE Cl/8"M — GOIIPORATION e 45° h SERVICE CONNECTION SELECT GRANULAR MATERIAL C100Z PIPE BEDDING PASSING 2") TO IV ABOVE PPE. MAN SEWER AS ReQUItED O HAND BACKFLL 6" LIFT. 56GT BEDDING G" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2") W#4ECTION DK--2�� NOT TO SCALE NOTE, ALL SEWER SERVICE AND CONNECTION WORK SHALL Be N WMPUANGE Weal TMe TOWN OF QUEENS"Y. PIPE EXCAVATION 4 BA BILL DETAIL �,. momommommummommo NOT TO SCALE PPE TO BE MORTARED N PLACE SUMP 12" DEEP w& 6" NOT TO SCALE TOOLED SCORE JOINT. SEE PLAN. 5' oC NOMINAL c—EXPANSION JOINT SEE PLAN. 25' or. max BROOM rI FIINIXAW Ej,III TO WALK DLREGT E11;1I1€�� i€€€;IIIII�IEiIIII€a€ 3 Z TOOLED EDGE. 1/4• RADIUS' m in GROSS SLOPE- 1/8" TO 1/4" por FOOT CMAX s/o" per ft.) BROOM FLASH SURFACE TYPICAL I eN NpGIAR TO WALK TOOLED SCORE JOINT EXPAN510N JOINT 1/4" R. 1/2" DEEP 3/8" GOMPRE55DLE FILLER WITH ZP STRIP + SEALANT 6440/6 WWF TOOL BOTH EDGES TOP OF SEALANT 1/2" BELOW FN. CONG. ti [t O z E 4 0 C U I w a Z5 E-1 � � A m Qi O Q+ H E" m 1�to •.11 �1 �i E 4 g U1 _ • > r • • 4.000 p*I CONCRETE E $ t!1 m • . N N N : o' o • G�tANUAAR SUBBASE W w -4 c LAYS DOT SECT. 304. TYPE 4 F4 ��000 COMPACT TO 95Z STD FROG 0-+x ►z E-11irEIEffFI-ili-l`I U,-I !II=EI€—ali il.=-TliIr I I-i I I -I I in i m 11=' I I-1 i LLi I = E l I -III- z z Z z mil -Ill-...€;-; lE €II .-;II w SUBGRADE COMPACTED TO W ,cr �" A� ►"� 90Z STANDARD PROCTOR rj CONCRETE WALK a AUrr Or 0 NOT TO SCALE A z U� U � a E � W4 r IN _ U w REAS fLU&I MITH PAVEMMT T!� 'd 'd 'z 'd GRADE o o 0'4PQ o a Z a 0 a W EA w A w as do Z as U IO ~" coo m d m Gt= BOX CEXTENSION TYPE :r4 '' > 5TOP WITH ARG1 PATTERN BASE AtD STA71ONARY ROD) COPPER fllDm CURB STOP C1YP[ 10 Its .Utabl�► Z000 0 Pt GONPECT TO EXISTING SERVICE P WIIM FLARED UNION OR COUMM 8" DAP. WATER MAN SOLID CONIC. BLOCK OR GL ALL WATER FM + CONNMTKM TO BE IN ACCORDANCE AS 11211M me VO M GA9006M WATER DQARTHM STARWXI)S. Scab as NoNd M MWIGS PIPE GD W110N DETAIL p NOT TO SGALE SP-4 *W4GF4