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2009-151 b .`0y n0 y „ yr+ - y IV �., g y `O x7 O0 y fD 1:1". (1) ,-• g 0 n eg 0 a p n : O co ��� 4 .1 M A Dom'• �1-1 ;. c ri O ,4 A 0 tta a• ei, Oq• op 'C3 A 0 rol CD AD n 0 b CA x x w z CD N M--� B r—I � s• op 0 o O CDADc `� x n o 5 o ti R. O y nrri 1�1 m 1)„..,.... Y gi C: �col p CA trj o a IL ~ CA cov' y J b w eo O . o O co E: �"dEs 00 CC CD lb N � 0 o _, 9: CD ral eD r.. N z R cr CD ►t •• Re 00 0. _.... c./3 00 8v' o y C `o It i=r v C7 ' N O oo Momfcj , O Ui S O 0 E..► 0 C E. r,z ). .--i Ol Z CM rij',y °, N N� t� 3. .w; gi tTIO i / ° 1-+ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090151 Application Number: A20090151 Tax Map No: 523400-310-007-0001-001-000-0000 Permission is hereby granted to: G F LEHIGH CEMENT CO. For property located at: WARREN St 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: G F LEHIGH CEMENT CO. 313 LOWER WARREN St Commercial Addition $2,200,000.00 GLENS FALLS,NY 12801-0000 Total Value $2,200,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-663 797 sq ft commercial addition to house new main substation electrical switchgear $111.58 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,April 29, 2010 (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 of Qu bury; ® ` ednesday, April 29, 2009 SIGNED B for the Town of Queensbury. Director of Building&Code Enforcement 3f , : — /— ' OFFICE USE ONLY I a� TAX MAP NO. ( C?-/57 , 1 *,—Ev.'4 FEES: PERMIT //1 RECREATION ENGINEERING APR 2 4 2009 (If applicable) F QUEENSBU BUI,..TOWN,LDIINc&CODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: w i fX/14-7 kajfCfi.0c' " f OWNER: 44:5/ 4-10 /4,e,,j-f a/ge, 1 ADDRESS: 41&W. fa4oi Qefr%pefv 57; ADDRESS: ,19A.AWI./ ,j7/?/OGv y G4y.G.,,,S PHONE NOS. 7f2 - /137 PHONE NOS. 7,9?-//f7 O CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 1 1/A k c€,PHONE:797-//,3✓X%j7 LOCATION OF PROPERTY:Ay ,et e ,,,,ae (Yeas ��i N/ APO/ HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? X YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL:dye,£r/&,,vee/14 // 1t ? ' u /9 Nee,,,,,,o),� .�a.,,1 s/'/3.1 o©9,J 5.4/My PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z LU APPLY TO YOUR z 0 cc cc C o I-- PROJECT 8p co o _ z < < :- � N � oL o � ai06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL X 7 777 ! / P�//7 ATTACHED / / / GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: C 1J igi-7(iead-7 L,ezoc 6- ESTIMATED CONSTRUCTION COST: " .4 0 FUEL TYPE: A/c2,146 HEAT TYPE: hei: , c *HOW MANY FIREPLACE(S): 4,ie AND/OR WOODSTOVES(S): %/,, e ZONING CATEGORY: /4/1-13/f ARE THERE WETLANDS ON THIS SITE? ive IS THIS A HISTORIC SITE? /VC PROPOSED USE OF BUILDING OR ADDITION: /o Ax'ce yeiv / '&',4..,(4.%,5 )v c'/eefr f cee,/ a.. fc c-c .i--, *Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office Town of Queensbury • Community Development Office • 742 Bart Road, Queensburii, NY 12804 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ig ARE THERE EASEMENTS ON PROPERTY? A I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed � . .,,,./ J .- J 7 /� f Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application I proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING S PPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(a queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No Www.queensburV.net Occupancy Type: C/ Construction Classification: 2-/2 Assembly Occupancy Limit: F /r Special Conditions: Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY TAX MAP NO. PERMIT NO. FEES: PERMIT RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF",A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 4- `,/,&.7)-4(&i�.f7<adyc%7l 4 OWNER: :3- 44 iee, 0/7 6 ADDRESS: pQ 4x 00, fa/'ooNPi-- %rpe,v J/, ADDRESS: /ealcfrt Wi 3'/141.ve), yy6,,, PHONE NOS. 7,92 - /417 PHONEO NOS. ���-/. 77 G=,au CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: vr0' l6/ dS /PHONE:79,;-//37X 2j. LOCATION OF PROPERTY: lif i.Uwel- /N4-freii- aee /e vS % s j /7/1V4.2? 3/ HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? Iiil YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL:,lyCu,£r/&,wc'illi /-W iWJ, /,1f%y ,o// '/I .deL11 s,,a/3-boa 9'J yC /// 111 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 drx 0 (- PROJECT F Oo OO 0 co LL o _ z < < :— CO NV OL. I— U. a = ots SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL X 79 ✓�q7 %d/ 54/"✓-> ATTACHED / / ` / GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: A,9'//vei-4t a;S7 (- e £i ESTIMATED CONSTRUCTION COST: 4',2...i, FUEL TYPE: yo'' HEAT TYPE;"/pcf/yc *HOW MANY FIREPLACE(S)://,ve AND/ OR WOODSTOVES(S): /1 e ZONING CATEGORY: /i1-,.a ARE THERE WETLANDS ON THIS SITE? /1' ,e e IS THIS A HISTORIC SITE? /1147 PROPOSED USE OF BUILDING OR ADDITION: /e Aoac°Aieai /91&-;Ai5d'ifa-1ia:v ehc/f-fc: L, '-5 4 /I//G‘ce4LV.- *Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office Town of Queensbury • Community Development Office • 742 Bay Road, Queensburil, NY 12804 B 3-LGL 11-05 4�ar F S 7i ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ly ARE THERE EASEMENTS ON PROPERTY? /11 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed G,r,,c,,u_i../ /%"- - iw f Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(c�queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www•queensbury.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay/ Road, Queensbury, NY 12804 i OFFICE USE ONLY r TAX MAP NO. PERMIT NO. FEES: PERMIT RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF,A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: =e�J///OH eaj7' i-1 OWNER: ,'/ 44)-/ egS ,70)1 ',, ADDRESS: /eQ 4x 0 .;/3 ZaAder 6 77-ei`(5'70 ADDRESS: /eltAA Wei .3aiezA1e PHONE NOS. 7,9' - //37 PHONE NOS. Zid-4,//117 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE;a14rd / i'SA/ PHONE: P-//37% .J7 LOCATION OF PROPERTY:1/7 h. ie - aee f / -J VJ/4,28W HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 14 YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL:lyG</,,£r/G/A/Ce/1, 401-ili '9 1 `�-gip rr/ /,4 f 1 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT0 Z APPLY TO YOUR z CU) o I PROJECT O 00 f O • O E' w W a f-Lti ww o w = Q LiJ � OZ F— Q _ z Q Q cod Na ow ° LL Ci Io SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL X �'77ry .//77 f�// ATTACHED / GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: 4ia/144cad-7 1 ,,e C,, ESTIMATED CONSTRUCTION COST: "' . FUEL TYPE: .4/oN' HEAT TYPE:e/e-c7":/-%c *HOW MANY FIREPLACE(S): rve AND / OR WOODSTOVES(S): ZONING CATEGORY: 1/1-3/7 ARE THERE WETLANDS ON THIS SITE? Mirlie IS THIS A HISTORIC SITE? 4 PROPOSED USE OF BUILDING OR ADDITION: /e, 4 'c!ce,veGv/l���/�v U fa- one <?��c./r,ca/ R w *Please complete a separate Application for"Fuel Burning Appliances& Chimneys" available in our office c Town of Queensbury • Community Development Office • 742 Bay Road, Queensburi/, NY 12804 B 3—LGL 1 1-05 st 7 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /117 ARE THERE EASEMENTS ON PROPERTY? /lo I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree too the above. e� Signed -e,e. ✓ - `� 71 1.w Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes at queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.queensburv.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 S. *\\ Commercial Final Ins ic P� Report Office No.: (518) 761-8256 Date Inspection - � Queensbury Building &Code Enforcement Arrive: ji n a 711 % -part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: :n NAME: L �!'t�y PER, IT,# /-- �� LOCATION: Ih r rf- . DA : - F-1 l ZS • (O W\Ye r 1C-- l C 1Q/ 1iO r_COMMENTS: c� // Chimney/'B"Vent/Direct Y N NA Vent Location �/'T `Y Z7/6 Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Balusters 4 in. Spacing Platform I Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(181 Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.,110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed j Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond Roth sides] ; Active Listening System and Signage Assembly Space .-` Final Electrical/Flex Gas Piping Bonded . Site Plan/Variance required ; - 4 C,\ Final Survey, New Structure/Flood Plain certification,if req. < \ As-built Septic System Layout Required or On File \ •#" Building Number or Tenant Address on Building or Driveway 4' o Water Fountain or Cooler Building Access All S' r nr Surface 20'wide Okay To Issue Temp. r Permanent CIO Okay To Issue C/C L:1Building&Codes Forms\Building&CodeskInspection FormssCommercial Final Inspection Report.doc Revised January 7,2008 a1/4 la.N#(111174CIF Lehigh Valley Technical Associates,Inc. December 3,2009 Lehigh Northeast Cement Company Attn: Edward S. Kokoski Fax: (518)745-1604 313 Warren Street P. O. Box 440 Glens Falls,NY 12801 Re: Lehigh Cement Company—Glens Falls,NY Plant Sub-Station Electric Room LVTA Project No.53622 Dear Ed, This letter is to certify that we are the Engineer of Record for the above-referenced building project and that we have inspected the work and find it to be in accordance with the construction documents. Further,to the best of my knowledge information and belief,the building has been designed and constructed in accordance with the applicable building codes. If you have any questions, please feel free to contact me. Sincerely yours, Kenneth S.Peoples Z + 4Z -d4e/1 Of NEW Ye ��NSIEVEN r Kenneth S. Peoples, P. E. •` a/, 078142 December 3,2009 N.Y.PROFESSIONAL ENGINEER NO.078142 CONSULTING ENGINEERING/FABRICATION DETAILS 1584 Weaversville Road, Northampton, PA 18067-9039 Phone:610-262-6345 Fax:610-262-8188 G:Projects\53600's\536221Lettei153622L003.doc Commercial Final Inspection Report \ \ C G A Office No.: (518) 761-8256 Date Inspection r "e ec ' e Queensbury Building&Code Enforcement Arrive: .- m' Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's Ini NAME: LE k I l� . C� �k PERMIT'#; CP�1 — LOCATION: i,: �v�R vJH��tt`, �1 DATE: ,F' Z- — Z — lei COMMENTS: Y N NA ?� Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete � �� 7 Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. / All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Ex osed&Re lator 18" Above Grade Floor Bathroom Watertight the loors Okay_ Relief Valve,Heat Trap/Water emp. 176Degrees Maximum y) Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System r -- 4`'F_&C Fresh Air Supply for Occupancy/Ventilation Combustion L J-) �h� Low Water Shut Off For Boilers � Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area CC) iN — Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 sq. ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors j Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets • Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc ) / o() ' Inspection for Permit to '• ccupy Fire Marshal'sOffice Request Rec'd Permit No. 07-�� / Town of Queensbury 742 Bay Road �l i Time: II �� 2-2 (�Queensbury,NY 12804 Scheduled Inspection Date: 1t Phone: (518)761-8206 Business Name: • Fax: (518) 745-4437 Location: Lots._ atrr'e---- Si—. Type of Inspection N/A Yes No EXITS: Exit Access Ill Exit Enclosure ! COMMENTS Exit Discharge AISLES: Main Aisle Width ., Secondary Aisle Width /' EXIT SIGNAGE Sign-normal - Sign-battery EVAC signs in rooms / t ii . t li TRUSS ID SIGNAGE ��&ia+SM: •roti , EMERGENCY LIGHTING `. FIRE EXTINGUISHER: / Hung Inspection of extinguisher ./. i _______ ...........- -- FIRE ALARM SYSTEM I. Fan Shutdown / Fire Sprinkler System (FDC) / Fire Suppression-kitchen -/ Fire Suppression-Gas Isian / Generator /d" Hood Installation Elevator ./` Interior Finishes !j Storage f f Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste / / 7 Vehicle Impact Protection Knox Box // F.D.Signage-Utility Rooms / No Smoking Signs !f Maximum Occupancy Sign J Emergency Evacuation Plan i . Approved (If no other approvals apply,the B&C Office will issu slhe rtific,iate of Occupancy) ❑ Denied / call for Recheck ' \i\N Inspected By: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc /I,-Artn- Foundation Inspection Report Office No.(518)761-8256 Date Ins tioe st rece" d: 2 0 Queensbury Building&Code Enforcement Arrive: `je�+� pm // part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials t ,/�,.— NAME: ��� - L-61 '1 ( �, _!/ RMIT#: `7 LOCATION: U/�-j,�r''� S INSPECT ON: /J//O 2 TYPE OF STRUCTURE: Comments Y /N N/A • tings ‘,/ Monolithic Slab Reinforcement in Place V 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump F•• -" Drain Stone: ` ch width 6 inches above footing 6 +n •• under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ser— s r) I-c/a( a • die Foundation Inspection Repo Office No.(518)761-8256 Date Inspection req r i Queensbury Building&Code Enforcement Arrive: part: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initial NAME: a,„ E't T#: L_57 LOCATION: c j j .t rre, INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A F Piers -Monolithic Slab 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 64' Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:, l am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l{ NAME: PERMIT#: 07—,07 LOCATION: r �2r' � INSPECT ON: = 5 TYPE OF STRUCTURE: 6 , A � Comments Y N N/A Footings v Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement . , -te. Materials fo. this purpose on site. Foundation/W•llpour - s i ent in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecthon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM TIA.e4 Foundation Inspection Pe Report � Office No.(51 761-828 Sb) Date Inspection requ- Queensbury Building&Code Enforcement Arrive: a e) r Depart: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Ago NAME: P #: LOCATION: 1 SPECT ON: _F� .7 ;: •3 TYPE OF STRUC Comments Y N N/A7y- 4/( Foo L Piers Monolithic Slab 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development Project for: 63 rv\-r L , 66.1"c 3r— Permit No. 2009- Applicant Name: 01-e " '`�vr-- eaS 1 Zoning Adrais# cr Tax Map No. 3u)or) '1 - 1 APPROVED Lot# House # 31 d I 'I it:pplication 'road, street9 2009 Lot Size: Cog7A firki2 Now Mobile Home Park: Zoning Administrator Business Plaza: TOWN OF QUEENSBURY Planned Unit Dev. Subdivision: Phase/Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 988,September 19 Corner lot rule Prior to Nov. 23, 1992 approved subdivisions* (see note on back of form) 2002,April 9 _r- Road Name Setbacks Existing Required Proposed Difference Front 1 i — 1 I--- Front 2 T Side l Side 2 Rear 1 I _ . � . I r L - -__ Rear 2 1 Shoreline _ Travel Cooridor I d. b Overlay Zone Buffer — — 1 Yes No ja g meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ff.) Is lot in a Flood Zone? Floor Area Ratio worksheet required?Zone: WR-1 A Town of Queensbury Code Compliance and Informational Sheet for Permit User Queensbury Dept. of Community Development •MEE 3 a 1) 0 Z *Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2) side yards, and one (1) rear yard setback. it Review Type File No. Action Resolution Date Zoning :oard of ppeals Aa_-?oz), 441 57‘).40, Planning Board Town Board Check List Yes No Recreation Fee Paid j Engineering Fee Paid Site Plan Maps on File Subdivision Mylar Signed and Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Reviewed • aff Dat 7fr_7_ Notes Town of Queensbury • t Revised Oct.2008 SITE DEVELOPMENT DATA I <w?u ^«a,m,,,+a s„ _w;s_ ,�-:, - .-..—x,' _�a „v.ya. & %tea z -' a-- ' 76"„ , A. Building Footprint 11`5,663 794 116,457 B. Detached Garage C. Accessory Structure(s) 19,500 -- 19,500 D. Paved, gravel or other hard surfaced area 145,882 -- 145,882 E. Porches/ Decks -- 514 514 F. Other __ __ __ G. Total Non-Permeable (AddA-F) 281,045 282,353 (6.45Ac) (6.48 Ac) H. Parcel Area (43,560 sq. ft./acre) 46.97 Ac -- 46.97 Ac I. Percentage of Impermeable Area of Site 13.7% 13.8% (I=G/H) SETBACK REQUIREMENTS Front (1) l00 Front (2) Imo, Shoreline 200' 690'/537 Side Yard (1) 50 Side Yard (2) 50 'i.W:C t s Y 's, 7 ..!:,1-,-. Rear Yard (2) 50 Travel Corridor Height(max) 60' Permeability Max 30% No. of Parking Spaces 1 I Q.Town of Queensbury• Zoning Office • 742 Bay Road • Queensbury, NY 12804 • 518-761-8238 (2 ) • 4� + Pixi a r>r#a4� fi s„ f t I 9 5 ,4= +fi 4 tom,r$}r 4y T,ra as s ;i I i}qe s #3 F '=3 r ? 7 aga.i'` F 1 t > `3 5 t;e` dq > ♦ }43 ' -0 4 4r d) fi �f ae t. r 21131 Insp. Date: 11/5/2009 Appl it: MC099A (' ptll ELECTRICAL CERTIFICATE COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 TELEPHONE: (717) 664-2347 New York Office: (585) 624-2380 Premises of: LEHIGH NORTHEAST CEMENT COMPANY as CEMENT PLANT Address: 313 WARREN STREET, GLENS FALLS NY County of: WARREN Permit#: • Installed by: ED KOKOSI<I Apparatus: 5-1200AMP 15KV/41604 SERVICE RECLOSIJRF. 61 A 4160VO1,I (NORTI-1), RECOSURE R62-A-4160VOLT(SOUTH), TIE BREAKER,240VOL f FEED TO POWELLGEAR, 600VOLT EMERGENCY FEED TO BREAKER#1.AS OF 1500 IIRS.(NOV 5,2009)TI IIS JOB IS COMPLETE. TED LINDENMOYER WILL COORDINATE WITH NATIONAL SERVICE Al 1700 HRS. FOR ENERIZATION. ALL WORK IS NEAT AND MEET'S NEC,NESC, AND GRID SPECS. Inspected by: WILLIAM MCGUIRE >97, The conditions following governed issuance of this certificate, and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added;or within one year from the date of the certificate shall void the certificate in its entirely and the company shall not be liable for any damages whatsoever: This certificate does not guarantee efficiency, wearing qualities.maintenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or specifica- tions,including repair.reconstruction_personal injury or for the death of any person:and This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Inspectors of this Company shall have the privilege of making inspections at any time,and if its rules are violated,the Company shall have the right to revoke the certificate. +' ) $� F♦ 3`�4 9 to # ;# f .rt `' t� d_' F }� � i b i if C�'b +,li t r,. 21130 Insp. Date: 11/5/2009 Appl #1: MC0999 ELECTRICAL CERTIFICATE COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 TELEPHONE: (717) 664-2347 New York Office: (585) 624-2380 Premises of: LEHIGH NORTHEAST CEMENT COMPANY as C1?MI NT PLAN"I' Address: 313 WARREN STREET, GLEN FALLS NY County of: WARREN Permit 8: Installed by: EC&S COMPANY Apparatus: 5-1200 AMP 115 KV/4160 VOLT SERVICE,I RECLOSURE- R61-A -4160 OLT(NORTH),I RECLOSURE- R62-A-4160 VOLT(SOUTH),I TIE BREAKER, 240 VOLT FEED TO "POWELL" GEAR,600 VOLT EMERGENCY FEED TO BANK Ef 1.GLEN FALLS MAIN SUBSTATION • SWITCH GEAR PROJECT AT LEHIGH NORTHEAST CEMENT COMPANY. BREAKER#1 (R61-A NORTHSIDE),BREAKER#2 (R62-A SOUTHSIDE)AND TIE BREAKER. ALL ARE 41604. ALL ri PRIMARY WIRING AND SWITCH GEAR ARE INSTALLED PROPERLY AND ARE IN `} COMPLIANCE WITH NEC,NESC AND NATIONAL GRID. THIS PROJECT IS READY TO BE CONNECTED. • i inspected by: WIl_,L1AM MCGUIRE The conditions following governed issuance of this certificate,and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added;or within one year from the date of the certificate shall void the certificate in its entirely and the company shall not be liable for any damages whatsoever; This certificate does not guarantee efficiency, wearing qualities.maintenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or specitica- bons,including repair.reconstruction,personal injury or for the death of any person:and This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Inspectors of this Company shall have the privilege of making inspections at any time,and if its rules are violated,the Company shall have the right to revoke the certificate. 4 t f ? 17386 ELECTRICAL CERTIFICATE COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 TELEPHONE: (717) 664-2347 New York Office: (585) 624-2380 Insp. Date: 9/1/2009 Appl#: 1,09173 Premises of: LEHIGH NORTHEAST CEMENT CO. as NEW SUB STATION Address: 313 WARREN STREET, GLENS FALLS NY County of: WARREN Permit#: • Installed bV: LEHIGH NORTHEAST CEMENT CO. AT'I'N: LI) KOKOSKI Apparatus: 5 1200 AMP MAIN DISTRIBU LION PANELS #4,5,6,8& 10;GROUNDING AND BONDING. Inspected by: DONALD LOVELAND The conditions following governed issuance of this certificate, and any certificate previously • issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added;or within one year from the date of the certificate shall void the certificate in its entirely and the - company shall not be liable for any damages whatsoever; This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the • company shall not be liable for any damages resulting from any defect or fault in the plans or specifica- tions,including repair,reconstruction,personal injury or for the death of any person:and This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Inspectors of this Company shall have the privilege of making inspections at any time,and if its rules are violated,the Company shall have the right to revoke the certificate. G "� 14t1i Vyrf i 4 tr 44W6 18 i Af tl ftf r ga x s{ r Vii t; � , ' t e 21048 3.w Insp. Date: 1 1/5/2009 Appl II MC0999A ELECTRICAL CERTIFICATE �g COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 f TELEPHONE: (717) 664-2347 New York Office: (585) 624-2380 Premises of: LEHIGII NORTHEAST CEMENT COMPANY as CEMENT PLANT Address: 313 WARREN STREET,GLENS FALLS NY County of: WARREN Permit#: Installed by: ED KOKOSKI Apparatus: 5-1200AMP I5KV141604 SERVICE, RECOSER R6I-A-4160V01,I (NORTH)_ RECOSURE R62-A-4160VOLT(SOUTH), TIE BREAKER,240V01 I- FEED'CO POWI:LLCiEAIZ, �* '} 600VOLT EMERGENCY FEF,D"r0 BREAKER##1. Inspected by: WILLIAM MCGUIRE The conditions following governed issuance of this certificate, and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added;or within one year from the date of the certificate shall void the certificate in its entirely and the company shall not be liable for am damages whatsoever; This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or specifica- tions,including repair,reconstruction,personal injury or for the death of any person;and This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Inspectors of this Company shall have the privilege of making inspections at any time,and if ;<<; its rules are violated.the Company shall have the right to revoke the certificate. i '''> W ' i{ to 20804 ELECTRICAL CERTIFICATE COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. 176 DOE RUN ROAD, MANHEIM, PA 17545 TELEPHONE: (717) 664-2347 New York Office: (585) 624-2380 Insp. Date: 11/5/2009 Appl#: MC0999 Premises of: LEHIGH NORTI IEAST CEMENT COMPANY as CEMENT PLANT Address: 313 WARREN STREET, GLEN FALLS NY County of: WARREN Permit##: Installed by: EC&S COMPANY Apparatus: 1200 AMP 115 KV/4160 VOLT SERVICE,] RECLOSURE- R61-A -4160 OLT(NORTH),I RECLOSURE- R62-A-4160 VOLT(SOU I H),1 TIE BREAKER, 240 VOI.T FEED TO "POWELL" GEAR,600 VOLT EMERGENCY FEED TO BANK#1,GLENS FALLS MAIN SUB STATION SWITCH GEAR PROJECT AT LEIGH NORTHEAST CEMENT COMPANY,BREAKER I/I (R61-A NORTHSIDE)BREAKER#2(R62-A SOUTHSIDE)AND TIE BREAKER, ALL ARE 4160 VOLT.ALL PRIMARY WIRING AND SWITCHGEAR ARE INSTALLED PROPERLY AND ARE INS COMPLIANCE WITH THE NEC .NESC AND NATIONAL GRID, THIS PROJECT IS READY TO BE CONNECTED TO THE 115 KV TRANSFORMERS. Inspected by: WILLIAM MCGUIRE The conditions following governed issuance of this certificate, and any certificate previously issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is added;or within one year from the date of the certificate shall void the certificate in its entirely and the company shall not be liable for any damages whatsoever: This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the company shall not be liable for any damages resulting from any defect or fault in the plans or specitica- dons,including repair.reconstruction,personal injury or for the death of any person:and v This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. inspectors of this Company shall have the privilege of making inspections at any time,and if its rules are violated,the Company shall have the right to revoke the certificate. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 . CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 3 :PAGE#: 1 313 WARREN STREET INSPECTION DATE: 05/09/09 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 50's:CLOUDY PROJECT: SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 100844 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER COLUMNS DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 371 / 41372 YARDAGE DELIVERED/SUBTOTAL: 8.50/ 8.50 TIME CONC. BATCHED/ARRIVED: 8.27/ 8.44 TIME PLACEMENT BEGAN/ENDED: 8.59/ 9.57 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.50 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.20 UNIT WEIGHT (PCF) (SPEC - ) 150.21 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 100844- 100849 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 5000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/11/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 100844 05/12/09 3 121,100 4280 COARSE AGGREGATE#2: LBS. 100845 05/16/09 7 COARSE AGGREGATE#3: LBS. 100846 05/16/09 7 FINE AGGREGATE: LBS. 100847 06/06/09 28 ADMIXTURE#1: OZS. 100848 06/06/09 28 • ADMIXTURE#2: OZS. 100849 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION& TESTING DIVISION, P.D.& T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT DATE: 05/05/09 313 WARREN STREET SAMPLE NUMBER: 11006 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 LAB TECHNICIAN: BRYAN CASAW ATT'N: MR.EDWARD KOKOSKI PROJECT: SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: ONSITE MATERIALS MATERIAL DESCRIPTION: SILT/CLAY;and fine Sand;trace fine Gravel PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED ZERO AIR VOIDS CURVE: 2.62 SPECIFIC GRAVITY MAXIMUM DENSITY 110.0 PCF OPTIMUM MOISTURE 16.6 % 115 GRADATION 114 SIEVE PERCENT SPECIFICATION I I SIZE PASSING ALLOWANCE I 113 1 I I i I I 112 I 3 I ' 2 1/2" I 2" Z 111 I uu 1 1/2" 0 1" CI 110 1 3/4" f— I I 1/2" p 109 ' LL i I 3/8" U I 1 1/4" 100.0 j 108 • 1 1 I #4 99.7 V 1/8" w 107 #8 98.4 cn . #10 z 106 #16 96.4 p i I 1 1 I 1 #20 a 105 I 1 I #30 93.8 { i I #40 92.2 104 : . I i #50 90.2 I 1 #60 103 I 1 I #80 I 1 1 #100 85.6 102 1 #140 13 14 15 16 17 18 19 20 21 #200 54.7 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, 1: CONSTRUCTION TECHNOLOGY 2: 3: 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT DATE: 05/05/09 313 WARREN STREET SAMPLE NUMBER: 11007 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 LAB TECHNICIAN: BRYAN CASAW ATT'N: MR.EDWARD KOKOSKI PROJECT: SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW: QUARRY SAND MATERIAL DESCRIPTION: SAND,fine/medium;trace Silt/Clay PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED ZERO AIR VOIDS CURVE: 2.36 SPECIFIC GRAVITY MAXIMUM DENSITY 108.1 PCF OPTIMUM MOISTURE 13.3 % 113 I1 I GRADATION 112 1 SIEVE PERCENT SPECIFICATION I SIZE PASSING ALLOWANCE 111 1 4„ 3" 110 I 21/2" 1 2., z 109 W I 1 1/2" 1„ w 108 0 3/4" I— j p1/2" 107 0 3/8" 100.0 C i i 1/4" 99.9 106? #4 99.8 U 1/8" 105 I ,a#8 99.2 #10 z 104 • #16 95.4 p 1 i , #20 103 I 1 i #30 81.7 i ! #40 69.9 102 j 1 #50 53.1 #60 101 #80 i I #100 24.7 100 1 ' #140 9 10 11 12 13 14 15 16 17 #200 8.8 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, 1: CONSTRUCTION TECHNOLOGY 2: 3: 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 1 : PAGE#: 1 313 WARREN STREET INSPECTION DATE: 05/05/09 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 FIELD INSPECTOR: DAVE CASAW ATT'N: MR.EDWARD KOKOSKI PROJECT:SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 0.. 16.6 110.0 SILT/CLAY;and fine Sand;trace fine Gravel ONSITE MATERIALS 11007 13.3 108.1 SAND,fine/medium;trace Silt/Cla BORROW:QUARRY SAND FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE3 ELEVATION REFERENCE: DATUM COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % --------- - --TEST SOIL SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 11006 90.10 FOOTING SUBGRADE:SOUTH PIER,CENTER 18.0 % 105.7 96.1 % 2 11006 90.10 FOOTING SUBGRADE:SOUTH PIER,WEST SIDE 15.7 % 109.7 99.7 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1: FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2. D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 1 :PAGE#: 1 313 WARREN STREET INSPECTION DATE: 05/07/09 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 60's:CLOUDY PROJECT: SWITCH GEAR SUB-STATION: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 100745 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER FOOTING DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 203/ 41338 YARDAGE DELIVERED/SUBTOTAL: 9.50/ 9.50 TIME CONC. BATCHED/ARRIVED: 7.58 / 8.19 TIME PLACEMENT BEGAN/ENDED: 8.24 / 9.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.20 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.00 UNIT WEIGHT (PCF) (SPEC - ) 148.18 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 100745- 100750 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 5000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/08/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 100745 05/14/09 7 146,450 5180 COARSE AGGREGATE#2: LBS. 100746 05/14/09 7 144,200 5100 COARSE AGGREGATE#3: LBS. 100747 06/04/09 28 FINE AGGREGATE: LBS. 100748 06/04/09 28 ADMIXTURE#1: OZS. 100749 06/04/09 28 ADMIXTURE#2: OZS. 100750 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S. T) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 2 :PAGE#: 1 313 WARREN STREET INSPECTION DATE 05/07/09 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 70's:P.CLOUDY PROJECT: SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 100751 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER FOOTING,SOUTH DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 208/ 41357 YARDAGE DELIVERED/SUBTOTAL: 9.50/ 9.50 TIME CONC. BATCHED/ARRIVED: 4.27 / 4.42 TIME PLACEMENT BEGAN/ENDED: 4.48 / 5.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.72 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.80 UNIT WEIGHT (PCF) (SPEC - ) 150.21 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 100751- 100756 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 5000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/08/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 100751 05/14/09 7 156,200 5530 COARSE AGGREGATE#2: LBS. 100752 05/14/09 7 155,500 5500 COARSE AGGREGATE#3: LBS. 100753 06/04/09 28 FINE AGGREGATE: LBS. 100754 06/04/09 28 ADMIXTURE#1: OZS. 100755 06/04/09 28 ADMIXTURE#2: OZS. 100756 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 3 :PAGE#: 1 313 WARREN STREET INSPECTION DATE: 05/09/09 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.002 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 50's:CLOUDY PROJECT: SWITCH GEAR SUB-STATION:LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 100844 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER COLUMNS DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 371 / 41372 YARDAGE DELIVERED/SUBTOTAL: 8.50/ 8.50 TIME CONC. BATCHED/ARRIVED: 8.27/ 8.44 TIME PLACEMENT BEGAN i ENDED: 8.59 i 9.57 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.50 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.20 UNIT WEIGHT (PCF) (SPEC - ) 150.21 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 100844- 100849 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 5000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/11/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 100844 05/12/09 3 121,100 4280 COARSE AGGREGATE#2: LBS. 100845 05/16/09 7 130,150 4600 COARSE AGGREGATE#3: LBS. 100846 05/16/09 7 132,400 4680 FINE AGGREGATE: LBS. 100847 06/06/09 28 ADMIXTURE#1: OZS. 100848 06/06/09 28 ADMIXTURE#2: OZS. 100849 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5. 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS.