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2002-255 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CE RTIFICATE OFOCCUPANCY Permit Number: P20020255 Date Issued: Wednesday,October 30,2002 This is to certify that work requested to be done as shown by Permit Number P20020255 has been completed. Tarr Map Number; 523400-301-008.0001-028-000.0000 Location: 14 MANOR Dr 1 1 Owner: BARBARA JONE8 Applicant; QUEENSBURY HEALTH CENTER This structure may be occupied as a: By Order of Town Board Commercial I industrial TOWN OF QUEENSBOxY Director of Building&Code dorc ent TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT 'Permit Number: P20020255 Application Number: A20020255 Tax Map No: 523400-301-008'-0001-028-000-0000 Permission is hereby granted to: RICHARD E JONES ASSOC. For property located at: MANOR Dr in the Town of Queensbury;to construct or place at the above 16cation:in accordance with application together with plot plans and other information hereto filed and approved'and in compliance with the NYS Uniform.Build Codes and the:Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BARBARA JONES Commercial J Industrial 450,000.00 8 SWEETBRIAR Ln Total Value 450,000.00 QUEENSBURY,NY 12804 Contractor or'Builder's Name/ Address Electrical Inspection Agency d Plants &Specifications 2002-255 RICHARD JONES ASSOC. , 4992 SQ FT NEW BUILD (OFFICE)AS PER PLOT PLAN SPECIFICATIONS $748.86, PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,April 15,2003 (If a longer period is required,an application for an extension must be made,to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the; wn o nee ntv. n y,April 159 2002 SIGNED BY `r for the Town of Queensbury. Director.of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction;3:.. permit File N �Z „ No,inspection will be made until applicant has received a Fee Paid $ valid'building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the ;Reviewed By: application form. Applicant: j IG /'LQ E- -JMJ6h Ate. Owner: &All-02AAA j,".19,07 Address: &Sq J lQv-3 QZoa47 Address: A It/AP-. L.A%Jf, Phone# Phone#(ja)?R'5 - ?o*2 i i Property Location: Lot Number: / Douse Number Subdivision Name: Tax Map Number: New Building: residence / ommercial Estimated Market Value of Construction: $ riO�000 ❑ Addition: residence/ commercial 4 ❑ Alteration residence/ commercial If an Addition;what will use of new addition be? ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) Check OccupancyInformation 1"Floor 2 Id Floor Other floor Total Below C AV sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling - o Townhouse UEENSBURY ❑ Multifamily dwelling $UIL_DIPl1 ARTG #of units ❑ Office 2 2. ❑ Mercantile ❑ Manufacturin CI 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage v Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure 2 Z feet G inches Will any second-hand or ungraded lumber be used? If so,for what? t4 Type of Heating System: electric/ oil / ga /wood / orced hot ai baseboard 1 other: Number of Fireplaces to be installed O Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder do o Pa hall I w fk,ittr P,to ux W» N ?4G-15 Zo Plumber .!a r.) 14At.G 4 t. r k A"A, -i- PIA-213 3 Mason t q,r, IrJ ► e -c- Q o!L 4 y ?q=-- 1371 Electrician G X 'L o4 I.- -11 5- 55196 r Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications 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 Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall , submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: owner,owner's agen architect, ontractor 1 , Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensburyy,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .................................................... .................................__..._........................ ...._..., Office Use Location of installation: t^�At�olz t:71Z1��` J �ihuK- o j t og File Permit No'com Q- � Tax Map No.3 Fee Paid Owner"s Name: 1 JA VL RNAf4 h+ c��J1ur ...._........ ..._..---.--_ Address: A 4 jg jg16,A(A u- 1A n1 Fi d y�Lnfs ltsv��/� IJ`� 2. INSTALLER'S NAME : V-f104t& Car-46Z`Tp PHONE NO. -7413- 5?o7 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) I..1`. Year of House: No of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present x 110 gaUbdrm = i Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Toporanhv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Sunn 1V drFlat san at what depth at what depth 7f�Km Rolling loam feet feet Steep slope clay t I/A /A ter supply _%slope other 1� eptic-system depth: on is I ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 5 t414- minute per inch +E IoS�G. 5. PROPOSED SYSTEM: For New Constiruction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 000 gallon(min. size 1,000 gal.) taia Tile Field: each trench ft. Total System Length: ft: Seepage Pit(s): number of 7j size of each: ft. by ft �e Size of Stone to be used: # 2 / depth or thickness h p feet to JA Bed System Size: x .. �� Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) H 1a Number of tanks: I 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) i For your protection,please note that pursuant to Section 13 6-29 of the Code of the 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, shall 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 re onsibl person Date BLDG. PERMITNO. 0002-255•. QU 'ENSBURY HEALTH CENTER APPLICATION FOR. A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; MANOR DRIVE for the following uses: 1-s- C) �1,la AeZ714T-�V DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (-)APPROVED ( )DISAPPROVED with the following conditions ,{� � lot, t-)E u IV TEMPORARY CERTIFICATE OF OCCUPANCY FEE: 0.0 D OSIT: { }$ 09.00 received on 144 Date of Issuance -Director of Bldg. & Coe RVdrcl4yent THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES { DAYS ' FROM ROM TIiE_DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed.by the Director of Bldg. & Code . Enforcement or his designee. FINAL, - COMMERCIAL, INSPECTION REPOR 2 Request received: Town o ueensbu S18 761-8256 ARRIVE".' Off Use f Q ry ( ) � a n pm: DEPART—�� /pm 742 Bay Road Ready at time: Queensbury, IVY 12804 Inspector's Initials <-^^ � .2M ,265 Meet: NAME a n es c PERMIT# S -- At time: LOCATION 'a t r�� r TYPE OF STRUCTURE � a INSPECT ON(date): ly' C�2 Notes: Ll N/A YE O Chimney/"B"Vent/llirect Vent location Plumbing Vent Roof Complete COMMENTS Exterior finish grade complete z f.� II Interior/exterior guardrails 42 in.platform/decks �� t1ne coca t 7�CAi �ir Interior/exterior balusters 4 in.spacing platform/decks Stair handrail 34 in. -38 in. a Step risers 7 3/4 in. C c-r Main door 44 in. All others 36 in. Lever handles J ,� �p Exits at grade or platform Will Le 415 d�?�ed rdlken f''�'_'�C6t ei� j,e Canopy to cover req. exit doors Gas valve shut-off exposed&z regulator 18 in.)abo a grade l f,, Floor bathroom watertight I UU�2 � ba 4 11PIc /1 h, Alfa II? Other floors okay I �/ Hot water relief valve P,00-1' Boiler/furnace enclosure <250,000 BTU NiR 250,000 BTU to 1,000,000 BTUs(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area 0 Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/slopping room(2 hour), 1 '/x doors ` 1 %hour doors and closers 3/4 hour corridor doors and closers cc�� (a Firewalls/fire separation,2 hour,3-hour complete C O Fire dampers,2-hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq. ft. Fan shutdown,smoke vents or fant✓ Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets .Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/ 12 in.beyond Active listening system and signage assembly space ,Final Electrical V Site Plan/Variance required t Final Survey,new structures j � �C�1 l�/�f2 As-built septic system layout required I �V „r Okay to issue TEMPORARY C/O—Certificate of Occupancy yes no Okay to issue PERMANENT CIO—Certificate of Occupancy yes no Okay to issue C/C—Certificate of Compliance yes no i Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518)'745-4437 Fire Marshal's Inspection Report Request Q — cr ''' SCHEDULE Received.; Permit# +q INSPECTION ON: r • if J Name: IA �iw (7 A PM ANYTIME Location. &4,q - APPROVED N/A YES NO COMMENTS . EXITS AISLE WIDTHS EXIT SIGNS-NORMAL- "' �Q,lv�� cie..'lu9 1 - BATTERY EMERGENCY LIGHTING �a •�+'� 7, FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEMt��1� HOOD INSTALLATION. -107 INTERIOR FINISHESi STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING rl UNITS -- - V�I tr(YI✓ LECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN /"io co . MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL � CHIMNEY t ��L`6PI FACTORY BUILT ROUGH IN t i e/ �� FINAL WOOD . 1 � t STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR CO ' NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEVICHRISJIWORD/LETTERS2001/FIREMARSHALINSPECTIO_ NREPORT11022001 WHITE--BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY ro N ro ro m ro H H 0 0 C a H z X 0 C Z H00 �4 0, z a z 0 C C a 0 0 0 m z q 0 n 9 0 G H z c o n q H C Z Z Z H H H M Z H x M N �0H m 0 m 0 H ! 0 C a ' x �� CwH h I b m H 0 H n N H Z H 0 Z 0 H H N ' .S H rn C C H Z 0 a n zi 0 0 0 0 0 z ►� t�ro G7 z 0 t 0 N H 0 3 Z m Ul H 0 N H n I C7 n Z ' n t' C M 0 q 0 C x N C1 Z • ►f 0 0 n 0 C HH Hy h,�ro n f� p ro H y 0 0 Z U! z "Z 0 N H C 0 H © 0 0 m � n0o q 0 ro w 0 A N C � 00 rn z 0 t' 0 > 0 C p m N P. Z 0 Z 0 0 C � �, n m W . Z 0 q n H 00 H ro Z H 0 C ON z NH )7 uq C� z H C H ra 1 to H d O H 0 0 Z Z M W H H Z bZ 0 m ` Z ti C? Z w 0q `� Z 0z M, OHI H 0 H ton nn 270 tom �H w Z 0Zro Ct" 5 H��14� 0� N00G Z HCC b0 M H �Z Z z c 0 H ro r1 op MAP :REFERENCES: MAP OF A SURVEY HENRY A. SLEIGHT, LANDS OF HENRY J. SLEIGHT & FLOYD SLEIIGHT DATED: DECEMBER 20, 1966 LAST REVISED: DECEMBER 3, 1982 BY: JOHN B. VAN DUSEN SECTIO14 2 EVERGREEN SUBDIVISION DATED: JULY 20, 1967 REVISED: SEPTEMBER 24, 1976 BY: �JOHN 18. VAN DUSEN ° ° IPF COG- D CONCRETE PAD BUILDING rim e CLAY TILE ASPHALT SURFACE IN= 1 STORY f J WOOD SE MEHOUI O j °4 fill f( ME ASPHALT PARKING 10.36' uj 0 0 1� 0 0 Z �Oy Z LEGEND: O IPF OIPF = IRON PIPE FOUND = O CIRF IRON PIPE FOUND = CAPPED IRON `L = --0_ ROD FOUND UTILITY POLE '= ❑Ga = CHAIN LINK FENCE CATCH BASIN = = WATER SHUTOFF FIRE HYDRANT MANOR 200.00 A 24' SC07Gtf PINE OTHER LANDS OF JONES DRIVE S6T53'00"E 200.00' 9 17.77 i _ � N 20' PItV I 1 ` I� 1 AREA 30,001 sq. ft. 10.69 acres C\9 ` 1 STORY WOOD FRAME C'IOMMERCIAL BUILDING 1 t i GUMP- N62.52 52"W YY HEDGE ROW 0 G.B. RIM=96.44' n m 9.71' 9.96' FILF COPY RECFIVED AEJa 0) 2 TOWN ¢ O_ e�,4�tw'uLiRY W1 k o z rn b � a � O W 02 O O a q 9 � F I _l of fiq to e 8 O 1Q a oc z 0 AC? r>cr V1 Cn C� b b Co 'C7 er Co a � O m � "'1 IDat« OCTOMP D, �OOt Scab t-w 00 i a ct Q J 78-1--8.7 S-1 F AF - COMMERCUL INSPECTIO PORT qreceived: Re uest received: ' G ' Town of Queensbury (518) 761-8256 ARRIV _ S�qi .- EPARr Office Use 742 Bay Road Ready at time: Queensbury, IVY 12804 Inspector's Initia It Meet: NAME tJ�ti�°/J • PERMIT# At time: LOCATION TYPE OF STRUCTURE CT ON(date): Notes: A YES NO Chimney/"B"Vent/Direct Vent location Plumbing Vent Roof Complete COMMENTS Exterior finish grade complete =Interior/exterior guardrails 42 in.platform/decks Interior/exterior balusters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7 3/4 in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight \ Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft. or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 'h.doors 1 '/2 hour doors and closers 3/4 hour corridor doors and closers Firewalls/fire separation,2 hour,3-hour complete Fire dampers,2-hour fire wall/separation or greater Fire door/shutters 1 '/Z hour,3 hour Ceiling fire stopping 3,000/5,000 sq. ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required J Okay to issue TEMPORARY C/O—Certificate of Occupancy yes V now Okay to issue PERMANENT C/O—Certificate of Occupancy yes no Okay to issue C/C—Certificate of Compliance yes no Town of Queensbury 60 Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire Marshalls, Inspection Report Request SCHEDULE Received: Permit#. INSPECTION ON: Fei 912- Name- 00 9 - PM ANYTIME CO AM) Location: APPROVED N/A YES NO COMMENTS EXITS x AISLE W IDTHS NORMAL EXIT SIGNS ov- - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM X" HOOD INSTALLATION z5s — Aa� INTERIOR FINISHES STORAGE COMPRESSED GAS Z CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN K) U MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH INS FINAL CHIMNEY FACTORY BUILT ROUGH IN _ � � �� FINAL V WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN- OK THIS DATE OK V,%4R CO (NfOTOK FINAL FIREPLACE FACTORY BUILT ROUGH IN S-PE TED BY FINAL COMDEV/CHRJSJNVORDILETTERS2001/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY iWL -, COMMERCIAL INSPECTION PORT Request received:- 7157' Town of Queensbury (518) 761-8256 ARRIVE Office Use 742 Bay Road DEPAR Ready at tmi,, Queensbury, JVY 12804 Inspector's.Initial el Oc Meet. NAME rIYUUaWkot-v /le"w Ce4/tk PERMIT# 'ZI 0 —r2lS At time: LOCATION-- WOM-04, PAC- - V TYPE OF STRUCTURE INSPECT ON(date): I Notes: N/A YES NO Fb6AJ j, ChimneyP'B"Vent/Direct Vent location �1 Z— Plumbing Vent Roof Complete COMMENTS Exterior finish grade complete qq Interior/exterior guardrails 42 in.platform/decks 1 10 LaT Interior/exterior balusters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7%in. Main door 44 in. CX- All others 36 in, 1PI-A Lever handles Exits at grade or platform Canopy to cover req.exit doors VIA I Gas valve shut-off exposed&regulator(18 in.)above grade�_ Floor bathroom watertight j., Other floors okay \/1 Hot water relief valve J Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour)__ >1,000,000 BTU's(2 hour)_ Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),'/4 hour door Storage/receiving/shipping room(2 hour), 1 Y2.doors 1 Y2 hour doors and closers C-r-- 3/4hour corridor doors and closers Firewalls/fire separation,2 hour,3-hour complete Fire dampers,2-hour fire wall/separation or greater Fire door/shutters 1 V2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets ,Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/ 12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O-Certificate of Occupancy yes_ no Okay to issue PERMANENT C/O-Certificate of Occupancy yes_ no Okay to issue C/C-Certificate of Compliance yes._ no COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC, Main Office 176 Doc Run had - Manheim, PA 17545 MUNICIPAL CERTIFICATE a ELECTRICAL APP OVAL oo f tf N 79348 Cut-ln Card Nor Fer�tt •��f 11!##ffitfl 1#41#iNi.,14}4}.}i,ri4li{i���iNO ifff4r/}ifiiN.41„NH4#}f.N..}f\► aff i ►►NHtttHti►.fiN4r/.IrN•NNrt}}}It},}t..,.1411gi NR}f}►Nl/#/14 �}wnerfHf4#If►#ifft #11N#1#N 41*ilves 00 ly ftry &a 441{41 NN. NI Nl,f1111#lNtNtii 1 111A1tA:;rA7 !1/ � t 1, Ltacattan iN►ilp►ff {}1i i, rl{}}#Ni4.1 HN14!}}}}NNNI.,t/i#NN►N.N/` iA #{!1►iii.trt4/}/N.NN44411f#iN,f4#1414##t F 3144/ it .INNIi#iN i##!}►!f}}}}►}..,4t J nowo /y�� 1 Ntl. , f }} .NN !//1l4itf,.,fi/#/4#fq.filllif/4Nt►,/}ii tutNiiuir!!it\iffHit4 1001114411# /Ni/+► Installation Consisting of},N.41f,tf,14 {#/1 � rodeR urys if,NNl# if fr.,114#f f�l 14tftrl{/4 :!�ft ir.fr4N#lNutN/�iN..fq#}4ttt. 44#Nit.tN{}}#}}iN.f.r\\N#N{NN.N.4l1441liffftN. }/4}.Nt}f 44i4N\Nrt{t{..Nt stool }iuU441## ■ }►ffft./4►►►.rt.►,1iN,NHNf• NN/#1##ft.fff 4i# tHNiN44#NN..Nf111f4/Ni..rNfillilflittNrfffi#4tf ti►4f f44iii N.,if4i iii,ti N/Ni Iififif1i4414N#,f4/14t Nlrt# Instay�/� /� �� i..ii i..,fit..}filliiff,#NI lled +,f}4/fif Nff44#4►\!! tiI#iNf.rN.#1NN,i44 ttrffNii.ftl.fr11fi1tNffift4#►►iititt4 Lic, No, ftttiififttttrt,►loft► . . n followingoverned the issuance of this certificate, and any certificate previously issued is The cand�tta s � cancelled: - ' only covers the electrical equipment and installation conditions as of date, Upon the This certificate o y intro equipment introduction of additional a ui ment or alterations, application shall be promptly made for inspection. f this Company shall have the privilege of making ' tuns at any time, and if its Inspectors o p y P g rules are violated the Company shall have the right to ev a this ert, tel p t late.4111NNtt4441}u\►e►44\►N.It}}i}NNN#INN.N Foelor UPF INSPECTOR }i if►..4N1#NiaNr r��fN#4#41#H#N►4/}i#N.N.1411.f1.t.tt444i#IIOM }111tt0409iNi444 Member V.P.A.LAX.11 "�`�" Town of Queensbury SS Fire Marshal's Office 4742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# )j 3 .r .�,�, INSPECTION ON: . 1`b b Name: v - AM PM ANYTIME Location. _ ( D" APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING �� �J FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM �C � Cq Cil U HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS Kul CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE / EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY GVlU4 "" FACTORY BUILT ROUGHIN FINAL WOOD . STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL —-- FIREPLACE MASONRY ROUGH IN QF(THIS DATEf OK NOT OT CSC FINAL _ t �- FIREPLACE FACTORY BUILT ROUGHIN INS CTED BY FINAL COMDEV/CHRIS.PMIORDRETTERS2001IFIREMARSHALINSPEC IONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 7 GENE94L INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive,7,L,�bam4gE�) �ep7tE� RAM t L� Inspector's n1ti NAME: a6i 14 V--F1'L—T CEiQER PERMIT# LOCATION: 14 ORNE DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site— Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval PlumbingUnder Slab )?Iumbing VentfVents in Place \/Rough Plumbing �q Heating Rough-In % Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- r Vent,Attic Vent Framing Jack ; S tuds/Hea rng� Braci dgmg-�) �s �tJ f�i psL� QQ1j L`�CIV �(� Joist Hang Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin GE1+IEFAL MSPECZ'ION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,N ' 12804 Arrive am/pm Depart - _ In Inspector's Initial NAME: 0 � PERMIT# LOCATION: j V DATE : ` TYPE OF STRU T[JRE: RECHECK X N/A YES NO COMMENTS Footings/Piers —�}�— E Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place AoughPlumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping r ` - ,Offce:llse GENERAL INSPECTION REPORT Inspector: Town of Queensbury , Ready at time: RW _� Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE ZLamlp»m: DEPART am/pm Notes: (518) 761-8256, Inspector's Initials NAME: (/ 0, 1-1 ckT PERMIT# " G - � _ © ee �,Y h ��� ASS' LOCATION: INSPECT ON(date): 711 TYPE OF STRUCTURE:mew o trees RECHECK N/A YES NO COMMENTS c/Z' �2 Footiugs/Piers Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for l providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing - Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place -*ough Plumbing Heating Rough-ln Insulation .s v4 Jt Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- h Ceiling R- 3 b Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing , Jack Studs/Headers " Bracing/Bridging- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin9 L:\SueHemingway.\Building.Code's.Inspection.FORMS\GENERAL INSPECTION REPORT.doc GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive-WD am/pm Depart Inspector's Initials —pm NAME: ou e, PERMIT# ),00-L - S LOCATION: DATE: 1 TYPE OF STRUCTURE: RECHECK N/A YES N COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfiii Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R 4. - Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: V,3 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road QueensbuY3; AT 12804 ARRIVE��. , a of I P�7�a 6p (518) 761-8256 Inspector's Initia ZZD NAME: E!��tl ?0 RANL� k,� kfj -PERMIT# _Z LOCATION: y N�pl DR 1\3c-- INSPECT ON(date): TYPE OF STRUCTURE: C—C) tAH, RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Poundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In ,t4nsulation_L]26��� Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- *Walls R- -C 5 *,Ceiling R- Duct work or piping in unheated spaces R- -Vroper Vent,Attic,Vent Framing Jack Studs/Headers Bracing/Bridgmig— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc F GENERAL INSPECTION REPORT (-518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: _ Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 16, am/pm Depart in _` Inspector's Ef NAME: o F�b6g�t C-A ��` HEILTH CEERMIT LOCATION: t r A fth:) P- V DATE: Z,"B-Oz TYPE OF STRUCTURE: C'Z�a�A M 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 placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing under Slab Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation 1 I7t . Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R.- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging- Joist Hangers � � Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv ke spector's Initi I NANIE: itLOCATI( IVN-� Zn-j,)j2Vt�- DATE :TYPE OF STRUCTURE: e-ec'74 ci'-k RECHECK N/A YES NO COMMENTS Footings/Piers �Depar SDector Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site— Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing �Ron Rough-In untion Walls s Interior �R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Qa'!9�12 Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: (� Building&Code Enforcement 742 Bay Road _ � Queensbury,NY 12804 N ►�-1� Arrive Depart m C—V-k w� V-AiMNI` Inspector's Initial NAME: , Dt�t*' PERMIT# t� LOCATION: 6� �� ! _ DATE : �-- TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heatin Rough-In V stil WallsInterior R- V3 0 Foundation Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- ��� Duct work or piping in unheated spaces R- Proper Vent,Attic Vent � � LAVA l� Framing Jack Studs/Headers --- Bracing/Bridgingt Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Are Wall 2,3,4 hour (_7 restopping Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready attime:12:3o Dept. of Community Development -Request re—cqived.- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE a p P G a 6p Notes: (518) 761-8256 Inspector's Initia d lNAME: PERMIT# 7 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: OFF,C C... RECHECK N/A YE NO COMMENTS 'to Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Wough Plumbing_ V Heating Rough-In Insulation Foundation Walls Interior-R- Foundation Walls1xterior R­ Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spacesR- Proper Vent,Attic Vent -_an-ndh;*3Wrn Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour �irestopping _ .'qh L:\SueHemingway\Building.Codes.Inspection.FORMS\GENE INSPECTION REPORT-doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at tr Dept. of Community Development Request received: Meet. Building& Code Enforcement At time: 742 Bay Road Meet: At time: Queensbury, AT 12804 ARRJVE,'5�i,�p am i?VT3r `an�p Notes: N, or's Initial (518) 761-8256 Inspector's L NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: kA RECHECK N/A i YES '0 COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or.piping in unheat aces R- 6K� Proper nt, c Vent F g Jack Studs/Headers V/ Bracing/Bridging_ 1, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ ------- L:\SueHemingway\J3uilding.Codes.Iiispection.FORMS\GENERAI,INSPECTION REPORT.doe 4J 'l� 4J 0 4) 4- 4- 4- �- ro i z I�t 4- V) �i V, W z 4J M O v�I ,� � 4J it �- C C is C% 0 cD U z z d>. w U C E 0 'r G. fr. Ci. W W % , I 0 — ,I» S- z w N In W Q1 r 0 Q1 0. G. �0 r f C Coot �a �, if.0. t„ E ,�' °0 0 .1 0 �-z 4- ,0 ., . W 0 o .� x r;r' M C W -pow a) -,- > m WU! 1 0 Gib 0 0 Wc`' � (04fr. Ott � � ,C ' s. QD x w .0 U u. W � c)>' . I 1 0 41 b t� +ft QarWMUCQ! I 1 + r4004- 0.0 .Q� Poo C4J 0 0� 4JV 0 r, � ? Ito �•+ N 4- U)m Z 4J4Jw ry F- ov) CCC (do C0) 0 W ' Gy w 0 -1- 0 4r (A I N 0 X 0 0 0 Ott �. 41 rid rM * 0 4- or 0 0 0 +r,r >("" N 1L V) f i M u (A 0.�. 1"" 04-W W to 4J 0M G?04f) 4JP N i �'" '00 l� ,, '� 4j 0.0Q -C 0W I 0 - CN its 0 tp E Mr- Q1z Ilia M r (G IX4J ,C 0) Z ,r {m '0 0 S- 0 Ufl� rW > �• w ro Q) W Z WOrn� 0) (UC04M44 � C CC (04- - C `0 +r0 U 4' H (t4-CLV) CD- NWN0C� -0r. oN ' 000. r. 0 0'0 � a 0 0 tb 0 0'r" ?�M Q! Q)-r W -r, 4-) H r M +r (1 0 0 v 00 US s 'r Q >1 0 z J 0 V) IN-, 00ul (A )gi. mE- 00WLL. 1L0u J, ,LLZ.0 V! �C� Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time- Dept. of Community Development Request received: Meet: *' Building& Code Enforcement At time: 742 Bay Road Queensbury, NY, 12804 ARNVE4t4 amlpm: DEPART am/pm Notes: PP-( (518) 761-8256 Inspector's Initials NAME: i6'LUZ)Ae PERMIT# LOCATION: INSPECT ON(date): 7- TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Cf 0-o-ting­S/Nis MLne4th�our Form Reinforcement in Place The contractor is re:p ns le for S]providing protection om eezing for 48 hours followin the p acement e le ILL ,tne n or sp ez1 g 11 aceme of the concrete. Materials for this purpose ,ufrpose ns Foundation/Wallpc r V/ /� J �� 1� Reinforcement in Place of vl Ing Foundation/Dampproofin Backfill Approval Plumbing Under Slab— Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In_ Insulation Foundation Walls Interior R- Foundation Walls Exterior R. Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/]3ridgmg---------------:— Joist Hangers__ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L,.\SueHemingway\Bijilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE /7j39 am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials t' NAME: t�"" Jd�-GS PERMIT# 67, ` LOCATION: ��� � INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NQ COMMENTS Footings/Piers > Monolithic Pour Foam ��er „A,.e Reinforcement in Place / The contractor is responsibi for t t jJr �� Shims- a�providing protection from fr ezin for 48 flours following the pl cea>ent of the concrete. Materials for this purpose on sit Foundation/GVallpour. Reinforcement in Place Foundation/Damppr—Q Backfall Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam _ Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:LSueHemingway\Building.Codes.Inspection.FORMSIGENERAL INSPECTION REPORT.doa Office Use GENERAL INSPECTION REPORT ' Inspector: Town Ready at time: of Queensbury - Dept. of Community Development Request received: Meet: .Building chi Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE Nd am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCA F��Qy t i INSPECT ON(date): — 0 TYPE OF STRUCTURE: RECHECK N/A YES O COMMENTS ootingslPiers Monolithic Pour Farm �J Reinforcement in Place The contractor is responsib e f r (/ providing protection err ' g for 48 hours following the lac ment of the concrete. Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproof ng Backfill Approval Plumbing Under Slab--" . Plumbing Vent/Vents in Place Rough Plumbing Heating Rou"Internior insulation FoundatioFounda tioFloors Walls R- _ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers _ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:1SueHemingwiy\Building.Codes.Inspection.FORMSiGENERAL INSPECTION REPORT.doc "s, Office Use GENERAL INSPECTION REPO Inspector: Town of Queensbury Ready at time Dept. of Community Development Request received: Meet, Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE a T Kn 1 Notes: 'a Ta_[niti (518) 761-8256 Inspector's Initia s P NAME: r \Y-\�A' �c PERMIT# ST LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible fo providing protection from freezi g for 48 hours following the place ent of the concrete. 'Mater' 11,f this purpose on site v' t io tIoNallpour e brcement in Place y orce Fo atioij/Dampproofing, Wckfill Appr oval — Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation t C Foundation Walls Interior R- Foundation Walls Exterior R- fj Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers - Bracing/Bridging — Joist Hangers_ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemingway\Building.Codes.Inspecdon.FORrvfS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: 1 Town of Queensbuty Ready at timea - Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE v S06 am/pm: DEPART amlpm Notes: (518) 761-8256 Inspector's Initials--D NAME: 1 �.\ � M;`X ___ PERMIT# " 1 C LOCATION: (FjINSPECT ON(date): TYPE OF STRUCTURR. RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsi le r providing protection from ee ing ./ for 48 hours following the la ment f of the concrete. Mat als for this purpos on i oundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior - Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE�raml Notes: pm: DEPART_amlpm (518) 761-8256 Inspector's Initials NAME: PERMIT# 00 a — LOCATION: ��1W;) C)y— INSPECT ON(date): 41— 16-0 TYPE OF STRUCTURE: RECHECK N/A YE 0 COMMENTS V `t�/Otings/Piers ;L Monolithic Pour Form Reinforcement in Place V The contractor is res-11cns onsib or providing protection from eezing for 48 hours following the lacemient of the concrete. Materials for this purpose on ite Foundation/Wallpc Reinforcement in Place Foundation/D ampproo fing Backfill Approval Plumbing Under Slab C, Plumbing Vent/Vents in ce Rough Plw-nbing___ Heating Rough-In Insulation Foundation Walls Interior R� Foundation Walls Exterior Floors R_ Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing + Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopp" g L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION RFPORT.doc GENERAL INSPEC?'ION REPORT (518 )761-8256 Town of Qtueensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart am/pm /� Inspector's Initials�— NAME: �t - C �.�C2".`, PERMIT# C3 2- LOCATION: wwr DATE: ev TYPE OF STRUCTURE: -- RECHECK N/A YES-NO COMMENTS Footings/Piers V1 Monolithic Pour Form ! Reinforcement in Place The contractor is responsible for providing protection fro zing for 48 hours following a pia in of the concrete. Materials for this purpos on site Foundation/Wallpour Reinforcement in Place Foundation/Dampprooii n i-4 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P!ce Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte or R- Foundation Walls Exte 'or R- Floors R Walls R- Ceiling R- Duct work or piping i unheated spaces R- Proper Vent,Attic Vent _ Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping JIM:f�-02 17: 31 RICHARD E. JOHES ASSOC. ID=5187S32223 P.01 I Richard E. Jane Associates RECEIVED Architects-environmental Planners 339 Aviation Road OCT 3 0 2ao2 Queensbury,NY 12804 Telephone(518)793-1015 Fax(518)793-2223 SOWN OF QUEENSBURY e-mail:donesarejoarchitects,com BUILDING AND CODE Fax Memo To. Bruce Frank,Town of Queensbury Zoning Department(Fax:745-4437) From: Richard Jones Date: 10/28/02 Re: Permanent Certificate of Occupancy for New Clinic: Hudson Headwaters,Manor Drive, Queensbury, NY Bruce. Per your comment on the final commercial Inspection report, the two exterior wall lights are can order and we anticipate receipt by December 1,2002. Upon delivery of the licght fixtures they will be installed on the building, Please prepare the final CO and fax to this office as soon as possible. Should you have any questions or need additional information, do not hesitate to contact me. Sincerely, Richard,tones P:101-Pruj GW0010181Regulatory AgencyWiemu fur Co 021028.doe IPF . . _. 20' PINE (NOTE SRI) EXI5 I ING ' CONCRETE PAD EXISTING ASPHALT SURFACE S54 53'00'E 85.41' HEDGE INOS R2) TE I' 'ILIt' PINE (NOTE Si) w AREA 30,001 sq.ft. O O 0.49 acres o ' (NOTE It R4) cv Z o ,a 0 o ��n I' NL2 52'52'W �SL2 �QF 7(40TE REMAIN) WJOVE MICE 00' ... �Map` 53'0"E--o"Ro 55,1L' 41MNCE A. LT GUT R e4 24' SCOTCH PINE (NOTE it RI) --� SITE PLAN— REMOVAL WORK N NRTH O I" = 20'-0 REMOVAL WORK NOTES: I RI - REMOVE EXISTING TREE INCLUDING STUMP I ROOT SYSTEM IN ITS ENTIRETY. S R2 - REMOVE EXISTING HEDGE IN ITS ENTIRETY. S R3 - REMOVE AREA OF EXIST ASPHALT PAVING AS REQUIRED FOR PROPOSED WORK. i R4 - CLEAR I GRUB SITE AREA FOR PROPOSED WORK. S R5 - REMOVE CONCRETE WALK N ITS ENTIRETY. S RG - REMOVE PT HOOD PLANTER IN ITS ENTIRETY. S Rl - REMOVE EXISTNG TELEPHONE POLE I OVERHEAD LINES. S RQ - PUMP OUT TANK i REMOVE EXISTING PILL PIPE, I UNDERGROUND TANK N CONFORMANCE I/ DEC STANDARDS. a R4 - PUMP OUT TANK. I REMOVE EXISTING CLAY TILE VENT I SEPTIC TANK N ITS ENTIRETY. S RIO - REMOVE EXISTING SINGLE STORY FOOD PRAMED HOUSE INCLUDING FOUNDATIONS I ALL UTN.ITES. 9 RN REMOVE I RELOCATE EXISTING BLUE SPRUCE S R112 - REMOVE I RELOCATE EXISTING PERM S R13 - REMOVE EXISTING PAD a AC CONOENSOR UNIT N ITS ENTIRETY. 8 104 - REMOVE EXISTING 1000 GAL. SEPTIC TANK. V DIA SEEPAGE PIT / PIPING IN ITS ENTIRETY. SALVAGE TANK / SEEPAGE PIT FOR REUSE. SITE LEGEND CIRF CAPPED IRON ROD FOUND EXISTING 811LDNIG IPF - IRON PIPE FOUND RF - IRON ROD FOUND - UTILITY POLE EXIST. ASPNAI T PAYING - TELEPHONE POLE :- EXIST. CONCREE TALKS. ETR = EXISTING TO REMAIN - PROPERTY LINE PROJECT SITE 0 - RELOCATED FENCE _ 0 = EXISTING PENCE SITE LOCATION MAP GARAGE PROJECT SITE STEWARTS SHOP 'AVIATION ROAD EVERGREEN PLAZA CALL HD Application J N 3 1 200 )n Administrator N OF QUEENSBURY SURVEY AND DEED INFORMATION: MAP REFERENCES: LMAP SLEIGH AP DATED DECEMBTHE BR 20 A" AND LASREVISED ON DECEMBERR 3 M8 YBY JOHN B. VAN DUSEN. 2. SECTOR 2 EVERGREEN SUBDIVISION. AP DATED JULY 20. M41 AND REVISED ON SEPTEMBER 24, M16 BY JOHN B. VAN DUSEN. 3. SURVEY OF LANDS OF BARBARA JONES DATED OCTOBER 11, 200L 4. SURVEY OF LANDS OF BARBARA JONES DATED ,NINE It. 2000. S. TAX MAP ID AVIATION ROAD PARCEL 30L08-I-32. TAX MAP 0 MANOR DRIVE PARCEL 30L08-1-28. MANOR DRIVE (ZONE UR-10) SITE DEVELOPMENT DATA AREA/TYPE EXISTING SO. FT. PROPOSED ADDITION TOTAL SO. FT. 50. FT. BUILDING FOOTPRINT 0 4.992 4,992 PAVED. GRAVEL OR OTHER HARD SURFACED O 14.015 14,015 AREAS TOTAL NON -PERMEABLE 0 19,001 19,001 PARCEL AREA 30,001 30.001 30.001 PERCENT NON -PERMEABLE (TOTAL NON -PERMEABLE/ 0% --- 63.3% PACEL AREA) MANOR DRIVE (ZONE UR-10) SETBACK REQUIREMENTS REQUIRED EXISTING PROPOSED FRONT 30, --- 30. SIDE YARD (1) 10, --- I0, SIDE YARD (2) 10' --- REAR YARD 20' --- 20' HEIGHT 40' --- 25' PERMEABILITY 30% Is, --- --- 36.9% Is, SIGN SETBACK No. OF PARKING SPACES 32 --- 32 AVIATION ROAD (ZONE NC-10) SITE DEVELOPMENT DATA AREA/TYPE EXISTING SO. FT. PROPOSED ADDITION TOTAL SO. FT. SO. FT. BUILDING FOOTPRINT 2,48L 1.824 4310 PAVED. GRAVEL OR OTHER HARD SURFACED 1482 11,1114 I8,816 AREAS TOTAL NON -PERMEABLE 10.I68 13,018 23J" PARCEL AREA 33.430 33.930 33.930 PERCENT NON -PERMEABLE (TOTAL NON -PERMEABLE/ 30% --- L8,3% PACEL AREA) AVIATION ROAD (ZONE NC-10) SETBACK REQUIREMENTS REQUIRED EXISTING PROPOSED FRONT 40' 39'-9' 39'-V SIDE YARD (1) IS' 41'-8' 38' SIDE YARD (2) Is, 42'-8' 62'-8' REAR YARD IS' ISO, 11'-3' HEIGHT 40, 25' 25' PERMEABILITY 25% 10% 28.8% SIGN SETBACK Is, 2V 15' No. OF PARKING SPACES 33 14 28 (5 DESIGNATED FOR FUTURE USE) PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 12/20/01 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK W/ THE FOLLOWING CONDITIONS: 1.) THE APPLICANT VOLUNTARILY AGREES TO REDUCE THE PARKING SPACES ON THIS APPLICATION IN THE FOLLOWING WAY: a.) TWO SPACES FROM THE EAST ELEVATION, AND THOSE TWO SPACES WILL BE THE SPACES CLOSEST TO AVIATION ROAD. AND b.) THREE SPACES ON THE NORTH ELEVATION AND THOSE SPACES WILL BE REPLACED BY SOME GREEN SPACE. 2.) THAT THIS IS SUBJECT TO A LETTER FROM C.T. MALE DATED 12/18/01, AND 3.) THE DRIVE ENTRANCE AT MANOR DRIVE WILL BE INCREASED PROM 20 FEET TO 24 FEET. od Ljj cn 9 I= 0� J _J p Z Q 0u-W 3 >. C6 ui JL 0uj U cc CL_ F— w 9 t 0 < sI< J OCL. CL_ 0 1— L1J �0< Ali n� W U 0 C C (n In a d °- 0 D U) +- CO N 0 0 '� - —7 c0 Lu W C cic z 1 604 4 I 0 �N CO N CO j _U V f) 0 X dco a0.11 11/28/01 REV. 12/31/Ot >: ALE, AS NOTED P Y: JH. -''l,. H REJ 0118 s.. f CONCRETE PAD NOTE AD(L O O O ur► ASPHALT SURFACE �+--- eua � mu r�rw �nvv�vcic ,4 V1,4T10N 4D EXISTING TO REMAIN I� 1, i ZONE UR-10 SITE PLAN- LAYOUT t PLANTING: CALL® NORTH I" = 20'-O (!b SITE LEGEND CFRF - CAPPED IRON ROD FOUND ' ""' EXISTING BUILDING IPF - IRON PIPE FOUND IRF - IRON ROD FOUND ;.! y ;� { NEM BUILDING - - PROPERTY LINE NEW ASPHALT PAVING REFER TO DETAIL 9/SP-4. CONCRETE WALKS. ETR = EXISTING TO REMAIN REFER TO DETAL 2/SP-4. PLANTING SCHEDULE- (REFER TO DETAILS 4/SP-4 i 10iSP-4) SYM BOTANICAL NAME COMMON NAME SIZE SM ACER SACCHARUM SUGAR MAPLE 10' - 12' U►S PICEA GLAUCA WHITE SPRUCE 10' - O• DC B. PENOULA BIRCH CLUMP C' - 12' CA KATH. CRABAPPLIE CRAB APPLE (fHITE FL 2' - 2 1/2' 0 BD EUONYMIU3 ALATUS OUIRMNG BUSH 7 - 2 112' HT. JC J. COLUMNAR COLUMNAR JUNIPER Ir-24' AB T, OCCIDgNTALIS ARBORVITAE 36' UY T. C. IFXPANSA UPRIGHT YEW 30'-31,' PARKING REQUIREMENTS SPACE NET S.F, REQUIRED PROVIDED A 1,100 1/100 11 11 (1 HC) * B 2.280 1/150 = IL 14 (1 HC) * C 1 4.491 1/150 32 1 32 (3 HC) * = 33 TOTAL REDUCED TO 28 G DEDICATED FOR FUTURE USE AS NEEDED) LANDSCAPE NOTE I. ALL AREAS DISTURBED BY DEVELOPMENT SHALL BE RECOVERED $NTH A MINIMUM OF 4' OF TOPSOIL. SEEDED AND MAINTAINED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED AND ACCEPTED. I ALL AREAS PROPOSED FOR SEEDING SHALL BE HYDRO -SEEDED UNLESS OTHERMISE APPROVED BY THE ARCHITECT. SEED MIXTURE SHALL BE 33% TALL FESCUS REBEL . 33% BLUE GRASS AND 331 PERENNIAL RYE OR EQUAL, 3. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE DELIVERED FREE FROM INJURY, INSECT DAMAGE, INFESTATION AND DISEASE. PLANT SIZE AND GRADING STANDARDS SHALL CONFORM TO THE LATEST ADDITION OF AMERICAN STANDARD FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. SITE PLAN - GENERAL NOTES: THE CONTRACTOR SHALL STAKE OUT ALL LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES SHALL "IEDIATELY BE SROUGWT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING MATH THE MORK. LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION WORK. EACH CONTRACTOR SHALL PROTECT ALL EXISTING TREES t SITE IMPROVEMENTS THAT ARE NOT DESIGNATED TO BE REMOVED. SITE PLAN - LAYOUT NOTES: NOTE I BUSINESS COMPLEX SIGN - V-0' HEIGHT (MAX. AREA = 50 SF) NOTE 2 MALL SIGN - MAX. AREA = 100 SF) NOTE 3 INTEGRAL CONCRETE CURB. REFER TO DETAL 4/SP-4 NOTE 4 C HIGH WOO FENCE t GATE TUN RECEPTACLE ENCL05W& PROVIDE tr-0 x S-O' x C TIK REMF, CONC. PAD W/ 1 x I - 4/6 W. NOTE 5 HANDICAPPED PARKING SIGN. REFER TO DETAL 3/SP-4 NOTE L HC CURB RAMP. REFER TO DETAIL I/SP-4 NOTE 1 CONCRETE SDEl" REFER TO DETAIL 2/5P-4 NOTE 8 'ENTER ONLY, SIGNAGE. NOTE 9 'EXIT ONLY' SIGNAGE. NOTE 10 'ONE MAY- DO NOT ENTER' SNGNAGE Cod z I— U o Z a O F— 0. Z LLO 3 N- O cnU> O WZ> >-- UL Q O U UJ --� a-Za Z ow< Q cWn Q N1L CL- O ~' O W CL- O < < F - cr) _0 U) U 0 c U Iq Q n 0 cnn, +- co 04 W 0 o -u '" - -, > - 04 - �j Lll `& Z coN 1 C: N cO co � 00 0 > � U 0�f)0o Qco0GL T C, r 11/28/01 REV. 12/31/01 "__�: 4S NO I i;C FEj - ZONE ---4R�7 F, 200.00' -ZONE NC-10 542 53,008E 1 SEER O� ! C �` .-'� _- GAS - , NEW VICE _- © O ,)NOTE 4 IPF Q �` ��� 1� Q NOTE 4 ��y NEW 3/4 AT. TOP , �— 4' PYC (TYP) -0t 10 100.5' LINE W ER CONCRETE PAD 99.55' t00.5` - , NOTE t- 1 I _ k'S TP-sI 1 1 � d 2 I G' PVC 1-4 � --77 - N.i''��x�C 1 j i NOTE 3` A i7_A'"� a I'l j` r 0 )NOTE 4ll .' Y r: y Q ! ' `� ✓ 5r ' Xx X'(rc `ry o , 1 � rG t--1 xx z, ): ., , B i< x f ra{i(�: I, I Kx ,( tixX x h � I TOP II 11 p x (} O S i __,---... F - _•_.__- _ .3 $�."- ( }f }� v'y}x �YY`..x)( '1,. Y X _,x <r�` ;1 4fl } r Y � } i1 t <' ` TYP. EAVE TRENCH ASPHALT TPs1� 1, . / __ - \ „ �X - r'�':,�x��,.✓,'�°s (NOTE G) SURFACE ; } _.._ NOTE 3 ! , NOTE 3 I ij ! `l x"xxXK , ";xy�c� 1 1 1 �, ;� I TOP - I ` -: /' ``, 10I.O tl ; ,>�. �Y ?�i u X-'V y } `�• Vx � BARRIER SILT *A; -- �� �A �f ENCE - B uRAO O i 101.0, to ZONE O 101.Z5, AY BALES f - , NEW ON. Et '1 '__'_ _ �.___._ '-_ •, I � EXISTS POWER POLE-$- 1 G• - _ _ T�-- , -- r , -- F �N GD —,) e 200.00�„ - ' _- - _ �___--__-__ __ NL2 5215------------------------------'¢off C jp r �P ; S5L 53,008E 1S62 53 00 E ..._� -- _ _ -- C-------------------- 2 W ZONE N _ s 5 - C § st.v R-------- ------------- A�y.r� - --- , - ut _ e� SpNA G - ---- ------------- 11981 9 _x 9 TOF j f i 99.45' 99.t5' +` N0� j `- 94.1 % PITCH PITCH !: , / s NOTE 3 tU j T.00. BOC O PT-B '� _ of - — -- -- i iJ TP tr B B TYP. EAVE .. r: ; �•� !'+'.'.""' I,, t TRENCH (NOTE G) r I TYP. EAVE TRENCH p I D y ` (NOTE G) O Tom � 100.4 O BOC NEW ON. E t T _ 1. D 100.0 4. PVC D - y EXIST. UGEtT 7 D \ )< Ito I 4' loo I*VC IL BM rwN __ % NOTE 2 NAIL IN EAST SIDE a 4 � < NOTE OF UTILITY POLE Q ELEV. = 100.105` i ,i LU ' o i 11003 D �i_ �� r (' SILT BARRIER SILT BARRIER i �.( D p •��`$� i `\ �w FENCE FENCE i TOP 17� 1 `v W j i/ 1 mil~ 99.Y za NOTE 3' ':� I i-�� I HAY BALES �TOF I Nq3 NOTE 3 106.0' Qz w' Qz 99.35' s �z U i Z J ! -, i 'o4 vW wQ , x W v �� z SILT BARRIER 1 ll, FENCE ---------- 3 `/�-C `if i N58 30'3 139. ---------------------- OTE _ WV WV AVIATION ROAD SITE PLAN- GRADING AND UTILITIES _ NORTH I" = 20'-0 TEST PIT DATA (5-20-00) TP W 0'-.7 TOPSOIL 3'-W LIGHT COARSE BROWN SAND WITH SMALL COBBLES TO 7 DIA. QO'-BT' LIGHT PINE BROWN SAND WITH LARGE COBBLES TO G' DIA. TP 12 0'-3' TOPSOIL 4'-AY LIGHT COARSE BROWN SAND NTH SMALL COBBLES TO 2' DIA. f3'-161' LIGHT FINE BROWN SAND NTH LARGE COBBLES TO C DIA. TP 13 0' TOPSOIL O'-V COARSE GRAVEL AND BROWN COARSE SAND. T'-140' LIGHT COARSE BROWN SAND WITH SMALL COBBLES TO 2' DIA. 121'-W LIGHT COARSE BROWN SAND WITH LARGE COBBLES TO V D(A. GENERAL. - NO HATER ENCOUNTERED. - NO MOTTLING INDICATED ON SIDEWALKS OF EXCAVATIONS. - SAND AT BOTTOM SLIGHTLY DAMP. PERCOLATION TESTS (5-20-00) (LIGHT RAIN t CLOUDS, 55 DEG. F.) PT -A STABILIZED RATE 5 MN. 10 SEC. pT-B I STAM IZED RATE 5 MN_ 22 SEC. SEPTIC DESIGN SEPTIC DESIGN: (SPACES A t E,_- _OFFICE) - 4.310 SF x .1 GAL/DAY=431 GALLONS/DAY 20% REDUCTION FOR WATER SAVING FIXTURES (431 x .8= 345 GALLONS/DAY) - USE 1000 GALLON SEPTIC TANK PERC RATE = 5 MINUTES - SEEPAGE PIT SIZING - APPLICATION RATE= 1.0 GAL/DAY/SF - (345 GAL/DAY)/(I.O GAL/DAY/SF)=345 SF SIDE WALL OF 8' DIA. x 8' DP SEEPAGE PIT (1' EFFECTIVE DEPTH = 1%. SF EACH) - 345 SF/ 1%. SF -2 PITS SEPTIC DESIGN: (SPACE C ; CLINIC) - 4,491 SF x .1 GAL/DAY=410 GALLONS/DAY - 20% REDUCTION FOR WATER SAVING FIXTURES (410 x .8= 31(o GALLONS/DAY) - USE 1000 GALLON SEPTIC TANK PERC RATE - 5 MINUTES - SEEPAGE PIT SIZING APPLICATION RATE- 1.0 GAL/DAY/SF - (314 GAL/DAY)/(1.0 GAL/DAY/SF)=314 SF SIDE WALL OF 8' DIA. x 8' DP SEEPAGE PIT (1' EFFECTIVE DEPTH = 114 SF EACH) - 3% SF/ 114 SF =3 PITS SITE LEGEND CIRF CAPPED IRON ROD FOUND EXISTING BUILDING IPF IRON PIPE FOUND IRP - IRON ROD POUND NEW BUILDING W DI1G UTILITY POLE O-- RELOCATED PENCE 3.16 NEW SPOT ELEVATION -------- o - --- ----- EXISTING FENCE 14"0 PROPERTY LINE NEW CONTOUR EXISTING CONTOUR 0 DRYWELL/SEEPAGE PIT % ; T.O.F. TOP OF FRAME B LIGHT FIXTURE 1 TYPE. ETR EXISTING TO REMAIN REFER TO LIGHT FIXTURE SCHEDULE ON. E t T NEW OVERHEAD ELECTRIC t TELEPHONE SITE PLAN - GRADING AND UTILITIES NOTES: NOTE I L000 GAL. SEPTIC TANK. REPM TO DETAIL 13/SP-4 15/SP-4 NOTE 2 DISTRIBUTION BOX REFER TO DETAIL 1/SP-4 t S/SP-4 NOTE 3 R DIA. x 6' DEEP DRYWELL - DOW PAVEMENT - REFER TO DETAIL 12/$P-4 15/SP-4 NOTE 4 R DIA. x V SEEPAGE PIT - REFER TO DETAIL 1/SP-4 t 5/SP-4 NOTE 6 WATER SERVICE CONVECTION - REFER TO DETAIL I6/310-4 NOTE G FAYE TRENCH - REFER TO DETAIL #/SP-4 SITE PLAN - GENERAL NOTES: THE CONTRACTOR SHALL STAKE OUT ALL LOCATIONS PRIOR TO CM ENC94G CONSTRUCTION. ANY DISCREPANCIES SHALL RI'IEDIATELY Bt BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. LOCATE ALL EXISTING UNOBRGROIND UTILITIES PRIOR TO EXCAVATION WORK EACH CONTRACTOR SHALL PROTECT ALL EXISTING TREES t SITE IMPROVEMENTS THAT ARE NOT DESIGNATED TO BE REMOVED. ALL ADJOINING PROPERTIES ARE SERVICED BY MINIOPAL WATER. ADEQUATE SEPARATION IS PROVIDED BETWI'.EN PROPOSED WASTE WATER DISPOSAL SYSTEM t EXISTING DRINKING WATER WELLS EROSION CONTROL NOTES: L EROSION CONTROL MEASURES IN CONFORMANCE WITH THE USDA GUIDELINES FOR URBAN ER051GN AND SEDRIENT CONTROL SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL AN ADEQUATE STAND OF LAWN IS ESTABLISHED. 2. REFER TO STORM WATER REPORT FOR SPECIFIC SITE REQUIREMENTS. EROSION CONTROL PLAN HAY BALES AT 100"-0 MAX. DURING CONSTRUCTION ALL SURFACE AT SWALES. SILT BARRIER FENCE AT PERIMETER OF WORK AREAS. SITE LIGHTING EXTERIOR FIXTURE SCHEDULE TAG DESCRIPTION VOLTAGE WATTS LAMPS MOUNTING REMARKS A 17 O.A.H. LIGHT POLE 120 V. WO METAL HALIDE POLE MOUNT CUTOFF TYPE FIXTURE- OEM TO DETAIL HISP-4) B WALL FIXTURE 120 V. 10 METAL HALIDE WALL C 315NAGE LIGHTING 120 V. 5o METAL HALIDE NGRADF PLUSH MTV. p 1 SOFFIT DON LIGHT 120 V. 10 METAL HALVE CLLING FLUSH MTV. 04 w rt L% W L.L. co O J LL1 Z� L- J V cn w o�S J O V I= CL_ 0 W t CL_ ct. H O o w ac�a. � �O< co nc W U a 0 c C Ct) Q 0 O CO co CV 0-0� ►- C 0 co 04 W W ry (I} Z cf)� CV ! C 0 D CO C 4, - " a -0 �< CN _Q to 40 _c U uOI0o <L 3 ( cL U_ DATE: 11/28/01 REV. 12/31/01 CHECr ED _RY REJ •s CONC. WALK. -- HIGH TEXTURED BROOM FINISH PERPENDICULAR TO SLOPE 5 TYPICAL PIPE BEDDING DETAIL SP-3 SCALE, 1/7- r-O' 3'-O' BULDMG LINE LANDWAPIE EDGE DECORATIVE STONE EXTENDED TO GUM 7 9 p "a NATURAL STONE-PEAGRAVEL- REE OF CLAY. SHALL 1 ORGANIC MATTER. a MAX SIZE S/S'. f FILTER PAB= ALL AROUND fi =, 92 CRUSHED STONE Y CONFORM TO NYSDOT STANDARD SPEC. =., ' SECTION 103-02 NE,.: 11 ` -- COURSE AGGREGATE s INFILTRATION TRENCH - EAVES SQ-?j SCALE: 1/2'- 1'-0' CONC. CURB PAVEMENT CONTROL JOINT. EXPANSION JOINT. Vv p pip V7 THr, JT. PI.LER I�/ SEALANT i VT'RT EDf,E F 1 Vr R TOOLED EDGF- I I/2' 3 TOOLED EDGE V4' RAD MIN PLAN CROSS SLOPE - VS' TO 1/4' PER FT mAx 6/r PER Fn EXPANSION JOINT. 4' THK RENF. CONC. WALK V7 TH K. JT. FILLER W/ SEALANT W/ L x i - I* x 14111 W. 1 1/4' R TOOLED EDGE. LIGHT BROOM FINISH CONTROL JOINT. ALL SURFACES. NO TROWEL MARKS. 1/2' D. TOQM JOINT 1 V4' R EDGE. 1• ISOLATION JOINT. SE � CR& V7 TMC JT. FILLER W/ SEALANT • VERTICAL SURFACES. STOP REIN. 4' EA. SIDE OF JT. SECTION 2 CONCRETE WALK DETAIL $P- SCALE. 1/2'- 1'-0' 1/2' PREMOLDED EXPANSION JOINT WHERE WALK 15 PERPENDICULAR TO CURB 6 x - L411 L4W CONIC. WALK W G 1 x L x L4WI WAUF.--------i t.I t � COMPACTED BASE COURSE' r RADIUS PAVEMENT VARIES c INTEGRAL CURB DETAIL SP-2 SCALE: V2'- r-O' Illy WTTRI PEOU`R)SE tNY800T TYPEJR PE J77-! , FUrg"PITEf EYDOTYPE 4) 9 PAVING DETAIL SP-3 SCALE: 1/2'- 1'-0' 2'-0' DIA. HEAVY DUTY FRAME AND SOLID COVER (GRAY IRON. ASTM A48-83, CLASS 305) _ r-(r COVER IR19 TO WITS PRECAST CONC. EXTENSION TO GRADE e' CONC. COVER 8'-O' OUTSDE DIA F ". i2 CRUSHED STOq�, CONFORM t0 NYSDOT / STANDARD SPEC. SECTION c'� i / AGGREGATE COSRSE ACiREWTE TTPE 3 1 •V �[ •' 8' O.D. PRECAST CONC. DRYWIELL �f+ 17 THK. RING OF ;' G °� u,y / CLEAN GRAVEL AROUND LINING • POUNDATION RING O� it 8' DEEP SEEPAGE PIT DETAIL Sp-3 SCALE: NTS t HANDICAPPED PARKING SKIN MODEL 6101214L8 BY SETON OR ZIA ® APPROVED EQUAL. 12' X Ir REFLECTIVE STEEL T LONG BAKED ENAMEL SIGN POST EXTENDED INTO GROUND 7. MODEL 2 31024 BY SETON OR APPROVED EQUAL. GRADE Y 3 HANDICAPPED SIGN DETAIL Sp-2 SCALE: 1/2'-1'-0' 4' KNOCKOUTS WITH ASPHALT PAVING HIGH DENSITY POLYETHYLENE REFER TO DTL 22/SP-I. PIPE SEALS. DISTRIBUTION BOX SIZE s AS MANUF. BY FORT MILLER 4' PVC 1 LATERAL$ �i .. O O 4' OF 22 t CRUSHED STONE �! 4' PVC — I SCHED 40 PVC ). -� DISTRIBUTION BOX DETAIL SP-3 SCALE: 1/2'- 1'-0' HAY BALES REQ'D DURING CONSTRUCTION 2'-0' DIA. HEAVY DUTY FRAME AND GRATE (GRAY IRON. ASTM A48-83. CLASS 3,08) r-O' COVER PRECAST CONC. EXTENSION TO GRADE r CONC. COVER 82 CRUSHED STONE: CONFORM TO NYSDOT STANDARD SPEC. SECTION 103-02• M AGGREGATE 8' O.D. PRECAST CONC. DRYWNSLL FEABO CXTnE FOUNDATIONRING mv-1 12 5' DEEP DRYWELL DETAIL SP- SCALE: NTS 3' SHREDDED BARK MULCH 3' HIGH SAUCER AMENDED PLANTING SOIL MIN. 4 SHRUB PLANTING DETAIL SP- scALE: vr- r-o' NOTE ALL TREES 3' CALPER AND LESS SHALL BE STAKED AS SHOWN USING 3 STAKES RUBBER HOSE FRICTION GAURD 3' DIA. CEDAR STAKES WN LONG 3' SHREDDED BARK MILCN MIN. to TREE PLANTING DETAIL SP- SCALE: V4'- r-o' 7-0 • CAST IRON SOLD MANHOLE COVER 1 FRAME W/ MANHOLE EXTENSION AS REQ'D. TO MEET PRNSN GRADE r FINISH GRADE '� Y+YES I'ftitiv:.lYvY�k!::'ItItNWYr11i..}, 4�11RItiMflli,Y!V!NV{V:d'14°4gVMLi1l11:'i�4.V i'Ul:"lts'. ":'f�UiU}k�Ul" :NVtU1Ift41V4?Utl�ih4"'Jl..v':J':�1'i.i''ol� V# PVC W/ MOL Vr/FT. in tis'6 SLOPE ,� NON -SHRINK GROUT ALL PIPE OPENINGS LKOIJp LEVEL 10 REINFORCED PRECASTSEPTIC t e J o BY FORTT mim Co. c o OR EQUAL • INLET TEE OUTLET TEE s -XI ,, ; :a ,. :._.. P'ROVDE COAL TAR ENAMEL COATING ENTIRE 4. WERIOR OF TANK --- ir-2' 13 SEPTIC TANK DETAIL ( 1,000 GALLON ) P-3 SCALE: NT>S 4' C MIN. COMPACTED I SAND OR PEA GRAVEL ASPHALT PAVING WATER MAIN TO BLD4. CURB BOX (EXTENSION TYPE ). FINISHED GRADE s <r CORPORATION GOOSE NECK - SERVICE PIPE - CURB STOP / EXIS• UNDISTURBED SOIL SOLID CONCRETE BLOCK 15 WATER SERVICE CONNECTION DETAIL SP-3 SCALE: NTS HAND HOLE POLE BASE 3/4' CHAMFE SMOOTHED F FINISH ON AL EXPOSED C< FINISH GRADI ELECTRICAL GALV STEEL ZINC PLATED BOLT ASSEM BY MANUFAC' 84 HOOPS* G 12' OVERLAP 91 RODS VEF 14 LIGHT POLE BASE DETAIL $P-3 SCALE: 1/2'-1'-0' M.J. TAPPED TEE TAPPED TEE W LPL W 0 - vC Z 'Q LJL 3 !m 0 to V >= cn—� Z W �OV? OLLJZ6 Q ~ W — Gn F— = W OQz a_ d- 0 F-t 0 W Ia. 0 < Grp nU3` W U a) 0 c C Q co N (D 0 0 Q --0 �n 0 0 co C LLB uw CLI N Z I CCC`vvVi c CV -0 C n ce) U 0 o N � j -c N �, ry Q c - r) 0 a LL t 12/31/01 AS N07EID vit ! , TMH