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BID - 7168 BOILER REPLACEMENT
/�FortCollins�PurChasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of RFP 7168: Boiler Replacement OPENING DATE: 3:00 P.M. (Our Clock) August 27, 2010 Financial Services Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: 1. Please include a work schedule showing the start and finish dates for each building with your bid. 2. Contractor price to include all demolition containment. Contractor to provide Scope of Work for containment. 3. Please see attached document regarding asbestos sampling taken in each building. This is only preliminary sampling done by the City of Fort Collins for the contractors' information. The Contractor is responsible for testing any additional substances that may be suspect. The Contractor is also responsible with coordinating any additional abatement that may be required at their expense. Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal is a way of life No Text HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Drywall/Wallboard/Gypsum Board -Vinyl Coated associated with MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM Status no MATERIAL No image name specified. DW01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-DW01-01 228 SE CORNER, S WALL, 4' HIGH PLM white drywall w/ / No Asbestos white resinous Detected material 7345010-DW01-02 205 N WALL, CENTER, 3' HIGH PLM white/brown / No Asbestos drywall w/ white Detected resinous material 7345010-DW01-03 314 WEST WALL, 1.5 FEET FROM PLM white drywall w/ % No Asbestos NORTH, 5 FEET UP white resinous Detected material METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Counr Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy _ AWE " Page 23 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAU (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Fire Brick -Chalky associated with PL02 on first and seconf floors -All locations not identified MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM yes Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-FB01-01 237 S WALL, 2' FROM W, 9' HIGH 7345010-FB01-02 7345010-FB01-03 7345010-FB01-04 MATERIAL DESCRIPTION: 230 S WALL, CENTER, 10' HIGH 313 SOUTH WALL, ABOVE CEILING, 4 FEET FROM WEST Method PLM PLM PLM PLM 313 SOUTH WALL, ABOVE CEILING, 4 PLM FEET FROM WEST Fire Door Material- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Assumed COMMENTS: PLM ACBM Status ACBM RACM yes Status F MATERIAL CODE-1 No image name specified. ANALYTICAL SUMMARY Material I Layer Asbestos % and Type white plaster / No Asbestos Detected white plaster % No Asbestos Detected tan granular % No Asbestos plaster Detected white plaster % No Asbestos Detected tan granular % No Asbestos plaster Detected white plaster / No Asbestos Detected FB01 MATERIAL CODE: FDM01 METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Walsh. Environmental Scientists and Engineers LLC Page 24 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 12"X12rr White with grey mottling Floor Tile & Assoc. Mastic - associated with Basement -Black Mastic MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM RACM no Status MATERIAL CODE: FTC01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material/layer Asbestos % and Type 7345010-FTC01-01 131 ALONG SOUTH WALL, 2 FEET PLM black mastic % No Asbestos WEST OF DOORWAY AT DAMAGE Detected PLM white tile % No Asbestos Detected 7345010-FTC01-02 331 3 INCHES FROM WEST WALL, PLM black mastic % No Asbestos ALONG SOUTH DOORWAY wlbrown resin Detected PLM white tile % No Asbestos Detected 7345010-FTC01-03 328 5 FEET EAST OF WEST PLM tan mastic % No Asbestos DOORWAY, 3 FEET SOUTH OF Detected NORTH WALL PLM black mastic % No Asbestos wlbrown resin Detected PLM tan tile 3 % Chrysotile METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy -WISi1 Page 25 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL.STMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 12"X12" White, grey, and brown mottled Floor Tile & Assoc. Mastic - associated with Basement - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status TR-1 % RACM no Status SAMPLE # ROOM/LOC .SAMPLE LOCATION DESCRIPTION Method 7345010-FTCO2-01 139 NORTH SIDE OF HALLWAY, WEST PLM SIDE OF DOORWAY, ROOM 139 PLM 7345010-FTCO2-02 141 7345010-FTCO2-03 134 SOUTH SIDE OF HALLWAY, EAST SIDE OF DOORWAY OF ROOM 112 SOUTH SIDE OF HALLWAY, CORNER OF DOOR AND HALLWAY WALL Point Co PLM PLM PLM ^MATERIAL CODE: No image name specified. FTCO2 ANALYTICAL SUMMARY Material I layer Asbestos % and Type brown mastic % No Asbestos Detected tan tile % No Asbestos Detected brown mastic < 0.25 % Chrysotile tan tile % No Asbestos Detected black/brown mastic % No Asbestos Detected tan tile % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy �{ •�11 Environmental Scientists and Engineers LLC Page 26 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White with brown streaks Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status i MATERIAL CODE: No image name specified. FTC03 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY ' Method Material I Layer Asbestos % and Type 7345010-FTC03-01 132 7 FEET NORTH OF DOORWAY AT PLM green mastic / No Asbestos DAMAGE Detected PLM tan tile % No Asbestos Detected 7345010-FTC03-02 124 ALONG EAST WALL, MIDDLE, AT PLM green mastic % No Asbestos DAMAGE Detected PLM tan tile / No Asbestos Detected 7345010-FTC03-03 124 ALONG WEST WALL, DIRECTLY PLM tan tile % No Asbestos NORTH OF WHITE MASONRY Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Coun—Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Page 27 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins = City Hall East MATERIAL DESCRIPTION: 12"X12" Light beige with brown, white, and tan mottling Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: No image name specified. FTC04 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I layer Asbestos % and Type 7345010-FTC04-01 141 NORTH SIDE OF HALLWAY, PLM black mastic % No Asbestos SOUTHWEST CORNER OF OLD Detected WATERFOUNTAIN RECESS PLM tan tile % No Asbestos Detected 7345010-FTC04-02 141 NORTH SIDE OF HALLWAY, PLM black mastic % No Asbestos NORTHWEST CORNER OF OLD Detected WATERFOUNTAIN RECESS PLM tan tile / No Asbestos Detected 7345010-FTC04-03 141 NORTH SIDE OF HALLWAY, PLM black mastic % No Asbestos NORTHEAST CORNER OF OLD Detected WATERFOUNTAIN RECESS PLM tan tile % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy -Walsh Page 28 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins. - City Hall East MATERIAL DESCRIPTION: 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-FTC05-02 122 EAST DOORWAY OF ROOM 122 PLM PLM PLM 7345010-FTC05-01 141b AT DOORWAY OF141B PLM PLM PLM 7345010-FTC05-03 123 SOUTH WALL, CENTER PLM PLM PLM j FTC05 MATERIAL CODE: ANALYTICAL SUMMARY Material I Layer Asbestos % and Type black mastic % No Asbestos Detected multi -color resins % No Asbestos Detected brown tile 4 % Chrysotile black mastic % No Asbestos Detected brown resin TR / Chrysotile brown tile 3 % Chrysotile black mastic % No Asbestos Detected brown resin % No Asbestos Detected brown tile 3 % Chrysotile METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy �W Page 29 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins -City Hall East MATERIAL DESCRIPTION: 12"X12" Olive green Floor Tile & Assoc. Mastic- associated with -Black mastic MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status I MATERIAL CODE: FTC06 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-FTC06-01 119 DOORWAY OF ROOM 119, E side PLM black mastic 10 % Chrysotile PLM brown resin % No Asbestos Detected PLM brown tile 10 % Chrysotile 7345010-FTC06-02 119 DOORWAY OF ROOM 119, center PLM black mastic 10 % Chrysotile PLM brown resin % No Asbestos Detected PLM brown tile 5 % Chrysotile 7345010-FTC06-03 119 DOORWAY OF ROOM 119, W side PLM black mastic TR % Chrysotile PLM brown resin % No Asbestos Detected PLM brown tile 10 % Chrysotile METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy LWA'c4h Page 30 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY, City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 9"X9" White with grey spots Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status MATERIAL CODE: FTC07 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-FTC07-01 232 DOORWAY, E SIDE PLM white resin / No Asbestos Detected PLM white tile 3 % Chrysotile 7345010-FTC07-02 232 DOORWAY W SIDE PLM brown resin % No Asbestos Detected PLM white tile 3 % Chrysotile 7345010-FTC07-03 232 E SIDE OF DOORWAY, 2' FROM S PLM brown resin % No Asbestos w/black mastic Detected PLM white resin % No Asbestos Detected PLM white tile 3 % Chrysotile METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy =Walsh Page 31 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 9"X9" Light olive with red stripes Floor Tile & Assoc. Mastic - associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status !� MATERIAL CODE:u _ FTC08 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-FTC08-01 232 6' FROM W, 2' FROM S PLM black mastic % No Asbestos Detected PLM white/red tile 10 % Chrysotile 7345010-FTC08-02 212 4 FEET FROM WEST, 2 FEET PLM black mastic % No Asbestos FROM SOUTH Detected PLM white/red tile 10 % Chrysotile 7345010-FTC08-03 212 4 FEET FROM EAST, 2 FEET FROM PLM black mastic % No Asbestos SOUTH Detected PLM white/red tile 12 % Chrysotile MATERIAL DESCRIPTION: 12"X12" Light grey with dark grey and white mottling Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-FTC09-01 226 NORTH WALL, 2 INCHES FROM EAST 7345010-FTC09-02 226 7345010-FTC09-03 226 EAST WALL, 5 INCHES FROM NORTH EAST WALL, 5 FEET FROM SOUTH MATERIAL CODE: `j No image name specified. ANALYTICAL SUMMARY FTC09 Method Material / layer Asbestos % and Type PLM yellow mastic % No Asbestos Detected PLM white tile % No Asbestos Detected PLM white tile / No Asbestos Detected PLM white tile % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy ickW`h Page 32 of 60 Environmental Scientists and Engineers LLC �7 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East City :all East MME MATERIAL DESCRIPTION: Biege with red and black streaks Floor Tile & Assoc. Mastic - associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: RACM no Status i MATERIAL CODE: FTC10 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-FTC10-01 232 & FROM W, T FROM S PLM black mastic % No Asbestos Detected PLM tan tile 12 % Chrysotile 7345010-FTC10-02 212 4 FEET FROM WEST, 2 FEET PLM black mastic % No Asbestos FROM SOUTH Detected PLM tan tile 12 % Chrysotile 7345010-FTC10-03 212 4 FEET FROM EAST, 2 FEET FROM PLM black mastic % No Asbestos SOUTH Detected PLM tan tile 10 % Chrysotile METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy -Walsh Environmental Scientists and Engineers LLC Page 33 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL'SUMMARYI City of Fort Collins : City. Hall' East" MATERIAL DESCRIPTION: Red with biege streaks Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status MATERIAL CODE: _ FTC11 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / layer Asbestos % and Type 7345010-FTC11-01 232 6' FROM W, 2' FROM S PLM black mastic % No Asbestos Detected PLM red tile 8 % Chrysotile 7345010-FTC11-02 212 4 FEET FROM WEST, 2 FEET PLM black mastic % No Asbestos FROM SOUTH Detected PLM red tile 7 % Chrysotile 7345010-FTC11-03 212 4 FEET FROM EAST, 2 FEET FROM PLM black mastic % No Asbestos SOUTH Detected PLM red tile 7 % Chrysotile MATERIAL DESCRIPTION: 9"X9" Pink Floor Tile & Assoc. Mastic- associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION 7345010-FTC12-01 234 14' FROM N, ALONG W WALL 7345010-FTC12-02 238 N SIDE OF E DOOR 7345010-FTC12-03 235 E SIDE OF STAIRS, BOTTOM ZNEXT* MI are F MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY FTC12 Method Material / Layer Asbestos % and Type PLM pink tile % No Asbestos Detected PLM pink the % No Asbestos Detected PLM brown mastic % No Asbestos Detected PLM pink tile % No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Coun—Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Page 34 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA): SAMPLING%ANALYTICAL SUMMARY - City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 9"X9" Light brown with red -brown and white streaks Floor Tile & Assoc. Mastic- associated with Room 113, 114, 117- MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM Status no MATERIAL CODE: FTC13 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I layer Asbestos % and Type 7345010-FTC13-01 117 N SIDE OF DOORWAY PLM black mastic % No Asbestos Detected PLM tan tile 4 % Chrysotile 7345010-FTC13-02 117 N SIDE OF DOORWAY PLM black mastic % No Asbestos Detected PLM tan tile 3 % Chrysotile 7345010-FTC13-03 117 S SIDE OF DOORWAY PLM black mastic % No Asbestos Detected PLM tan tile 3 % Chrysotile 7345010-FTC13-04 117 N WALL, 2' FROM W PLM black mastic % No Asbestos Detected PLM tan tile 3 % Chrysotile METHOD: NAA— Not Analyzed — Assumed; NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= TransmissiioonElEl/eecctron Microscopy Environmental Scientists and Engineers LLC Page 35 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Pink with grey and brown mottling Floor Tile & Assoc. Mastic - associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status r MATERIAL CODE: No image name specified. FTC14 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-FTC14-01 102 EAST SIDE OF DOORWAY FOR PLM brown resin % No Asbestos ROOM 103 Detected PLM tan tile % No Asbestos Detected 7345010-FTC14-02 100 NORTH END OF HALL NEAR PLM tan tile % No Asbestos DOORWAY Detected 7345010-FTC14-03 107 ALONG SOUTH WALL WEST OF PLM brown resin % No Asbestos DOORWAY Detected PLM tan tile % No Asbestos Detected MATERIAL DESCRIPTION: Black Floor Tile Mastic- associated with No tile - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status r MATERIAL CODE: No image name specified. FTM01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-FTMOI-01 141 2' FROM W, 1' FROM N PLM black mastic % No Asbestos Detected 7345010-FTM01-02 142 1' FROM S, T FROM W PLM black mastic % No Asbestos Detected 7345010-FTM01-03 142 1' FROM N, 1' FROM E PLM black mastic % No Asbestos Detected METHOD: NAA=Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Court— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy -Walsh Page 36 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Gasket Material- associated with Boiler -Gasket, foam material MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: RACM Status no MATERIAL CODE: No image name specified. GM01 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-GM01-01 139a SOUTH FACE OF BOILER, 3 PLM white fibrous % No Asbestos OCLOCK material Detected 7345010-GM01-02 139a SAME, ONE OCLOCK PLM white fibrous % No Asbestos material Detected 7345010-GM01-03 139a SAME, 8 OCLOCK PLM white fibrous % No Asbestos material Detected MATERIAL DESCRIPTION: White Gasket Material -Fibrous associated with Boiler - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status F MATERIAL CODE: No image name specified. GM02 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-GM02-01 139a SOUTH FACE OF BOILER, 5 PLM white fibrous % No Asbestos OCLOCK material Detected 7345010-GM02-02 139a SAME, 2 OCLOCK PLM white fibrous % No Asbestos material Detected 7345010-GM02-03 139a SAME, 9 OCLOCK PLM white fibrous % No Asbestos material Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Court-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy -Walsh Page 37 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Silver Heat Shield -Paper heat shield associated with Light fixture - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable ACBM SAMPLED OR ASSUMED: Sampled Status Non ACBM COMMENTS: RACM Status no SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-HS01-01 315a LIGHT FIXTURE IN BATHROOM PLM 7345010-HS01-02 315a LIGHT FIXTURE IN BATHROOM PLM 7345010-HS01-03 315a LIGHT FIXTURE IN BATHROOM PLM ANALYTICAL SUMMARY Material / Layer Asbestos % and Type white fibrous 80 % Chrysotile material Not Analyzed Not Analyzed 1 UIVAC Connector MATERIAL DESCRIPTION: MATERIAL CODE: HVC01 Black HVAC Connector -Woven associated with Air Handler - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM Status no SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION 7345010-HVC01-01 139 SOUTH SIDE, CENTER No image name specified. ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM white fibrous % No Asbestos woven material Detected w/black resinous material METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count= Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Page 38 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins -City Hall East MATERIAL DESCRIPTION: Black Lab Counter Tops/Sinks- associated with Fume hoods - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II ACBM SAMPLED OR ASSUMED: Assumed Status ACBM COMMENTS: RACM yes Status MATERIAL DESCRIPTION: 2'X4' white Lay -in Ceiling Panel -large oval fissures and small dots associated with basement - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status MATERIAL CODE: No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-LIP01-01 130 LOOSE TILE ABOVE CEILING PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP01-02 112 TILE ABOVE WEST DOORWAY PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP01-03 108 2 FEET FROM EAST, 6 FEET FROM PLM white/tan ceiling % No Asbestos SOUTH tile Detected 1 LIP01 METHOD: NAA= Not Analyzed —Assumed, NAPS —Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy Ak"Mal4i Page 39 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 2'X4' White Lay -in Ceiling Panel -Small random fissures and small dots associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no TERIAL CODE: No image name specified. LI P02 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-LIP02-01 126 CENTER PLM white/tan ceiling / No Asbestos tile Detected 7345010-LIP02-02 126 CENTER PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP02-03 314 12 FEET FROM WEST, 12 FEET PLM white/tan ceiling % No Asbestos FROM NORTH tile Detected 7345010-LIP02-04 314 12 FEET FROM WEST, 12 FEET PLM white/tan ceiling / No Asbestos FROM NORTH tile Detected MATERIAL DESCRIPTION: 2'X4' White Lay -in Ceiling Panel -Large bat -like fissures and medium holes associated with Basement - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM Status no MATERIAL CODE: I No image name specified. LIP03 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-LIP03-01 131 4' FROM S, 4' FROM E PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP03-02 233 3' FROM E, 5' FROM N PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP03-03 307 1ST PANEL NORTH OF SOUTH PLM white/tan ceiling / No Asbestos DOORWAY tile Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Y " Pagc 40 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: 2'X4' White Lay -in Ceiling Panel -Large paralell fissures and large dots associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status ~MATERIAL CODE: No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-LIP04-01 135 2' FROM W, 5' FROM N PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP04-02 305 3 FEET FROM WEST, 6 FEET PLM white/tan ceiling / No Asbestos FROM SOUTH tile Detected 7345010-LIP04-03 135 1' FROM N, ALONG W WALL PLM white/tan ceiling / No Asbestos tile Detected MATERIAL DESCRIPTION: 2'X4' White Lay -in Ceiling Panel -Sparse medium fissures and numerous medium dots associated with basement - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM We LIP04 F_ MATERIAL CODE: LIP05 No image name specified. SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-LIP05-01 108 T FROM W, 8' FROM S PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP05-02 111 CENTER PLM white/tan ceiling % No Asbestos tile Detected 7345010-LIP05-03 141 T FROM E, 5' FROM S PLM white/tan ceiling % No Asbestos tile Detected METHOD: NAA= Not Analyzed - Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy � { ALL), h Environmental Scientists and Engineers LLC Page 41 of 60 HOMOGENEOUS'MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY, City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Brown Adhesive/Mastic, Misc.-Semi-pliable associated with Drying Rack - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-MA01-01 131 N WALL, TOP R OF WHERE RACK PLM brown mastic hin WAS LOCATED 7345010-MAOI-02 131 N WALL, BOTTOM L OF WHERE PLM brown mastic % No Asbestos RACK WAS LOCATED Detected 7345010-MA01-03 131 N WALL, BOTTOM R OF WHERE PLM brown mastic % No Asbestos RACK WAS LOCATED Detected MATERIAL DESCRIPTION: Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Assumed COMMENTS: ACBM Status ACBM RACM Status no MA01 t MATERIAL CODE: MA02 METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy =—.kiWidsh Page 42 of 60 Environmental Scientists and Engineers LLC No Text HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East Ci: all East MATERIAL DESCRIPTION: Dark Brown Adhesive/Mastic, Misc.-Hard associated with Brown rubber flooring - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: MA03 No image name specified. SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MA03-01 111 S WALL, E SIDE OF.DOOR TO 142 PLM clear resin / No Asbestos Detected PLM brown cove base % No Asbestos Detected 7345010-MA03-02 111 N WALL, E SIDE OF DOOR TO 141 PLM clear resin / No Asbestos Detected PLM brown cove base % No Asbestos Detected 7345010-MA03-03 111 E WALL, N SIDE OF DOOR TO 112 PLM clear resin % No Asbestos Detected PLM brown cove base % No Asbestos Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Page 43 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAM.P.LING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East City :all East MATERIAL DESCRIPTION: Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM yes Status C MATERIAL CODE: _ MA04 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MA04-01 142 W WALL, T FROM N, ABOVE PLM white plaster % No Asbestos CEILING Detected PLM gray mastic 5 % Chrysotile 7345010-MA04-02 313 SOUTH WALL, ABOVE CEILING, 4 PLM gray mastic 5 % Chrysotile FEET FROM WEST 7345010-MA04-03 327 WEST WALL ABOVE CEILING, 4 PLM white plaster % No Asbestos FEET FROM SOUTH Detected PLM gray mastic 5 % Chrysotile MATERIAL DESCRIPTION: Dark yellow Adhesive/Mastic, Misc.-Hard associated with CDW02- Drywall adhesive MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status F-MATERIAL CODE: No image name specified. MA05 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / layer Asbestos % and Type 7345010-MA05-01 228 WEST WALL 5 FEET FROM EAST, PLM brown mastic % No Asbestos 9 FEET UP Detected 7345010-MA05-02 228 WEST WALL, 3 FEET FROM WEST, Point Co brown mastic % No Asbestos 9 FEET UP Detected 7345010-MA05-03 228 WEST WALL, 5 FEET FROM WEST, Point Co brown mastic < 0.25 % Chrysotile 9 FEET UP METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy .Walsh Page 44 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East Ci , :all East MATERIAL DESCRIPTION: Black Adhesive/Mastic, Misc.-Hard associated with Raised floor supports - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: MA06 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-MA06-01 232 MIDDLE OF ROOM, 10 FEET PLM black mastic % No Asbestos NORTH OF DOORWAY ALONG Detected RAISED FLOOR COLUMN 7345010-MA06-02 232 FOUR FEET FROM SOUTH, 5 FEET PLM black mastic % No Asbestos FROM WEST Detected 7345010-MA06-03 232 10 FEET FROM SOUTH, 5 FEET PLM black mastic / No Asbestos FROM WEST Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM— Transmission Electron Microscopy Page 45 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL '(AREA) SAMPLING/ANALYTICAL -SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Brown Adhesive/Mastic, Misc.- associated with Remnant ceiling tile - Includes ceiling the MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status MATERIAL CODE: No image name specified. MA07 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MA07-01 226 SOUTHEAST CORNER ABOVE PLM tan ceiling tile % No Asbestos CEILING Detected PLM brown mastic % No Asbestos Detected 7345010-MA07-02 226 SOUTHEAST CORNER ABOVE PLM tan ceiling tile % No Asbestos CEILING, 2 FEET FROM EAST Detected PLM brown mastic % No Asbestos Detected 7345010-MA07-03 226 SOUTHEAST CORNER ABOVE PLM tan ceiling tile % No Asbestos CEILING, 3FEET FROM EAST Detected PLM brown mastic % No Asbestos Detected MATERIAL DESCRIPTION: Adhesive/Mastic, Misc.- associated with Mirror - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Assumed COMMENTS: ACBM Status ACBM RACM no Status I MATERIAL CODE: MA08 METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count= Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy �W Page 46 of 60 Environmental Scientists and Engineers LLC ,HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East City :all East MATERIAL DESCRIPTION: Adhesive/Mastic, Misc.- associated with Marble wall panels - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Assumed COMMENTS: ACBM Status ACBM RACM no Status MATERIAL DESCRIPTION: Biege Adhesive/Mastic, Misc.- associated with Maroon rubber flooring - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION Method 7345010-MA10-01 234 ALONG EAST WALL, 2 FEET FROM PLM SOUTH 7345010-MA10-02 235 7345010-MA10-03 210 EAST END OF TOP STAIR PLM WEST WALL, 3 FEET FROM SOUTH PLM PLM MATERIAL CODE: MA09 MATERIAL CODE: - j MA10 No image name specified. ANALYTICAL SUMMARY Material I layer Asbestos % and Type yellow mastic % No Asbestos Detected yellow mastic % No Asbestos Detected yellow mastic % No Asbestos Detected gray granular / No Asbestos plaster Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy Pagc 47 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL. SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Dark broown Adhesive/Mastic, Misc.- associated with Blue stair treads - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status r- MATERIAL CODE: No image name specified. MA11 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / layer Asbestos % and Type 7345010-MA11-01 235 WEST END OF THIRD STAIR FROM PLM gray mastic % No Asbestos BOTTOM Detected 7345010-MA11-02 235 EAST END OF FOURTH STAIR UP PLM gray mastic % No Asbestos FROM 1ST LEVEL Detected 7345010-MA11-03 235 WEST END OF THIRD STAIR UP PLM gray mastic % No Asbestos FROM BOTTOM (BETWEEN 1ST Detected AND 2ND LEVEL) MATERIAL CODE: MA13 MATERIAL DESCRIPTION: Dark Olive Adhesive/Mastic, Misc.-Hard associated with Room 331- MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MA13-01 331 ALONG WEST WALL, 1 FOOT PLM gray mastic % No Asbestos NORTH OF DOORWAY Detected PLM white/tan ceilign % No Asbestos tile Detected 7345010-MA13-02 331 ALONG WEST WALL, 1 FOOT PLM gray mastic % No Asbestos NORTH OF DOORWAY Detected PLM white/tan ceilign % No Asbestos the Detected 7345010-MA13-03 331 ALONG WEST WALL, 1 FOOT PLM gray mastic % No Asbestos NORTH OF DOORWAY Detected PLM white/tan ceilign % No Asbestos tile Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy ' &W' `h Page 48 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East C'ty all East MATERIAL DESCRIPTION: Black Adhesive/Mastic, Misc.-Hard associated with Raised floor on second floor - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: MA14 No image name specified. SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MA14-01 305 4 FEET FROM NORTH, 4 FEET PLM black mastic % No Asbestos FROM EAST Detected 7345010-MA14-02 305 4 FEET FROM NORTH, 4 FEET PLM black mastic % No Asbestos FROM EAST Detected 7345010-MA14-03 304 8 FEET FROM SOUTH, 8 FEET PLM black mastic % No Asbestos FROM WEST Detected 7345010-MA14-04 304 ALONG EAST WALL 24 FEET PLM black mastic % No Asbestos FROM NORTH Detected MATERIAL DESCRIPTION: green Sealants, Misc.-pliable associated with ductwork - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: No image name specified. MS01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-MS01-01 139a SOUTH WALL, ON DUCTING 8 PLM green mastic % No Asbestos FEET ABOVE FLOOR Detected 7345010-MS01-02 140 ON DUCTWORK ABOVE DROP- PLM green mastic % No Asbestos DOWN CEILING, IN -LINE WITH Detected DOORWAY OF ROOM 125 7345010-MS01-03 141 ON DUCTWORK ABOVE DROP- PLM green mastic % No Asbestos DOWN CEILING, 10 FEET EAST OF Detected WEST DOORWAY METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Coun—Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy � W + Page 49 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Sealants, Misc.-Hard associated with Boiler - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: ^ No image name specified. MS02 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-MS02-01 139a SOUTH BOILER, 12:00 PLM tan mastic % No Asbestos Detected 7345010-MS02-02 139a SOUTH BOILER, 10:00 PLM tan mastic % No Asbestos Detected 7345010-MS02-03 139a SOUTH BOILER, 3:00 PLM tan mastic % No Asbestos Detected MATERIAL DESCRIPTION: Black Sealants, Misc.- associated with Previously Exterior wall - Foundation sealer MATERIAL TYPE: Surfacing Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION Method 7345010-MS03-01 138 E WALL, 3' FROM N, 3 HIGH PLM 7345010-MS03-02 138 S WALL, 4' FROM E, 6' HIGH PLM 7345010-MS03-03 138 S WALL, 7' FROM E, THIGH PLM r MATERIAL CODE: ! MS03 ANALYTICAL SUMMARY Material I Layer Asbestos % and Type black mastic 10 % Chrysotile black mastic % No Asbestos Detected black mastic % No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Y aWi Page 50 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East City : all East MATERIAL DESCRIPTION: Light grey Sealants, Misc.- associated with Roofing ductwork - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION 7345010-MSO4-01 Roof MIDDLE DUCT 20 FEET FROM WEST, SOUTH SIDE, 3 FEET HIGH 7345010-MSO4-02 Roof SOUTH AIR HANDLER WEST SIDE 2 FEET FROM NORTH, 4 FEET HIGH 7345010-MSO4-03 Roof NORTH AIR HANDLER SOUTH SIDE ONE FOOT FROM EAST, 2 FEET HIGH MATERIAL CODE: MSO4 No image name specified. ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type PLM gray mastic % No Asbestos Detected PLM gray mastic % No Asbestos Detected PLM gray mastic % No Asbestos Detected MATERIAL DESCRIPTION: Black Sealants, Misc.- associated with Room 115-116-Obsidian-like appearance MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-MS05-01 115 W WALL, 8' FROM N, 4' HIGH 7345010-MS05-02 115 W WALL, 2' FROM N, 2' HIGH 7345010-MS05-03 116 W WALL, 6' FROM N, 5' HIGH MATERIAL CODE: V MS05 No image name specified. ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type PLM black mastic % No Asbestos Detected PLM black mastic % No Asbestos Detected PLM black mastic % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy =5�1 Page 51 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins -City Hall East MATERIAL DESCRIPTION: White Pipe Fitting Insulation -Fibrous associated with Mudded fitting associated with domestic water lines -Covered with canvas MATERIAL TYPE: Thermal System Insulation FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: no SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-PF01-01 135 INSIDE EAST WALL LEFT FITTING PLM 7345010-PF01-02 135 INSIDE EAST WALL CENTER PLM FITTING 7345010-PF01-03 226 SOUTHEAST CORNER ABOVE PLM CEILING (NOT PF01, Sample is PF02) PLM 7345010-PF01-04 135 INSIDE EAST WALL RIGHT FITTING PLM PLM MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY Material / Layer Asbestos % and Type gray fibrous % No Asbestos plaster w/white Detected fibrous woven material gray fibrous % No Asbestos plaster w/white Detected fibrous woven material white fibrous 7 % Chrysotile plaster white fibrous wrap grey insulation 5 % Amosite No Asbestos Detected No Asbestos Detected PF01 METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy Page 52 of 60 Environmental Scientists and Engineers LLC Cilyof Fort Collins Inspection for Asbestos -Containing Materials 220 Mathews Street Fort Collins Museum Boiler Room Renovation Report Date: June 8, 2010 Prepared For: Ethan Cozzens City of Fort Collins Operations Services Prepared by: O Matt Z ccali, by of Fort Collins, Environmental Regulatory Specialist State of Colorado Certified Building Inspector 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Pipe Fitting Insulation -fibrous hand packed associated with fiberglass - MATERIAL TYPE: Thermal System Insulation FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-PF02-01 226 SEE 7345010-PF01-03 MATERIAL DESCRIPTION: White Plaster -Chalky associated with CMU- MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM yes -MATERIAL CODE: PF02 ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM white fibrous 7 % Chrysotile plaster PLM 5 % Amosite ACBM Status Non ACBM RACM no Status F TERIAL CODE: --I No image name specified. PL01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-PL01-01 126 E WALL, 4' FROM N, 3' HIGH PLM white plaster % No Asbestos wlwhite paint Detected PLM white plaster % No Asbestos w/white paint Detected 7345010-PL01-02 126 E WALL, 2' FROM N, 3' HIGH PLM white plaster % No Asbestos wlwhite paint Detected 7345010-PL01-03 126 E WALL, 6" FROM N, 3' HIGH PLM white plaster % No Asbestos w/white paint Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy -Walsh Page 53 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL ("AREA). SAMPLING/ANALYTICAL SUMMARY City of Fort��Collins - Chy 'Hall.East MATERIAL DESCRIPTION: Light Pink Plaster -Chalky base coat with bright white topcoat associated with Concrete Wall - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: No image name specified. PL02 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-PL02-01 134 S WALL, 5' FROM E, 4' HIGH PLM white perlitic % No Asbestos plaster w/bluee Detected paint 7345010-PL02-02 140 N WALL, 2' E OF DOOR TO 139A, 1 PLM white perlitic % No Asbestos HIGH plaster w/white Detected paint 7345010-PL02-03 125 E WALL, CENTER, 2' HIGH PLM white perlitic % No Asbestos plaster w/white Detected paint 7345010-PL02-04 231 S WALL, 4' FROM W, 4' HIGH PLM white plaster / No Asbestos w/white paint Detected 7345010-PL02-05 223 NW CORNER, W WALL, 2' HIGH PLM white plaster / No Asbestos w/green paint Detected 7345010-PL02-06 207 SE CORNER, E WALL, 1' HIGH PLM white plaster % No Asbestos w/white paint Detected PLM white perlitic / No Asbestos plaster w/white Detected paint 7345010-PL02-07 324 WEST WALL, 1 FOOT SOUTH OF PLM white plaster % No Asbestos DOOR, 4 FEET UP w/white paint Detected PLM white perlitci / No Asbestos plaster w/white Detected paint 7345010-PL02-08 310 NORTH WALL, 10 FEET EAST OF - PLM white plaster / No Asbestos NORTH DOORWAY, 3 FEET UP w/white paint Detected 7345010-PL02-09 315 SOUTH WALL, 1 FOOT WEST, 5 PLM white plaster % No Asbestos FEET UP w/white paint Detected PLM white plaster / No Asbestos w/white paint Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy Page 54 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS'MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City. of Fort Collins - City Hall, East MATERIAL DESCRIPTION: White Plaster- associated with PL02-Patch material MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status MATERIAL CODE: No image name specified. PL03 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-PL03-01 227 ALONG NORTH WALL 4 FEET UP, PLM white perlitic % No Asbestos AND 3 FEET EAST OF DOORWAY plaster Detected PLM white plaster % No Asbestos wlgreen paint Detected 7345010-PL03-02 227 ALONG NORTH WALL 6 FEET UP, PLM white plaster % No Asbestos AND 3 FEET EAST OF DOORWAY Detected 7345010-PL03-03 227 ALONG NORTH WALL 6 FEET UP PLM white plaster % No Asbestos AND 1.5 FEET EAST OF DOORWAY Detected PLM white plaster % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy ,==allsh Page 55 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Pipe Sealant -Hard associated with Fiberglass pipe insulation - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM RACM no Status I MATERIAL CODE:— PS01 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-PS01-01 139a TOP, MIDDLE OF BOILER,.10 PLM silver wrap % No Asbestos INCHES ABOVE BOILER w/yellow fibrous Detected material PLM white resinous / No Asbestos material Detected 7345010-PS01-02 226 SOUTHEAST CORNER, ABOVE PLM white fibrous % No Asbestos CEILING woven material Detected PLM silver wrap % No Asbestos Detected PLM white resinous % No Asbestos material Detected 7345010-PSOI-03 100 4 FEET FROM SOUTH ALONG PLM white resinous 4 % Chrysotile WEST WALL material PLM silver wrap % No Asbestos w/yellow Detected MATERIAL DESCRIPTION: Roof Coatings- associated with -Rofing materials MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Assumed COMMENTS: ACBM Status ACBM RACM no Status F_ MATERIAL CODE: I RC01 METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy - � f • alsh Environmental Scientists and Engineers LLC Page 56 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins -City Hall East MATERIAL DESCRIPTION: Roofing Sealant- associated with Roof - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Assumed ACBM Status ACBM COMMENTS: RACM no Status MATERIAL DESCRIPTION: Green and white Sheet Vinyl Flooring -Ceramic tile pattern associated with Room 303- MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-SVF01-01 303 ALONG THE WEST WALL, NORTH END OF DOORWAY 7345010-SVF01-02 303 ALONG THE NORTH WALL, 1 FOOT EAST OF WALL 7345010-SVF01-03 303 ALONG SOUTH WALL, 1 FOOT EAST OF DOORWAY MATERIAL CODE: MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY 1 SVF01 Method Material / Layer Asbestos % and Type PLM white tile w/clear % No Asbestos resin Detected PLM white tile w/clear % No Asbestos resin Detected PLM white tile w/clear % No Asbestos resin Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy LW" Page 57 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City ' of Fort Collins -City Hall East MATERIAL DESCRIPTION: i ` MATERIAL CODE: TS01 White Textured Surfacing -Medium orange peel associated with -Chalky No image name specified. MATERIAL TYPE: Surfacing Material FRIABILITY: Non -friable Category II ACBM Non ACBM Status SAMPLED OR ASSUMED: Sampled COMMENTS: RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-TSOI-01 207 SOUTH WALL, 1.5 FEET WEST OF PLM white plaster % No Asbestos DOORWAY FOR ROOM 206 w/white paint Detected 7345010-TS01-02 207 SOUTH WALL, 1.5 FEET WEST OF PLM white plaster / No Asbestos DOORWAY FOR ROOM 206 w/white paint Detected 7345010-TS01-03 206 EAST WALL, 5 FEET FROM PLM white plaster / No Asbestos NORTH, 2 FEET UP w/white paint Detected 7345010-TS01-04 207 EAST WALL, 1.5 FEET NORTH PLM white plaster % No Asbestos FROM DOORWAY, 5 FEET UP w/white paint Detected PLM white plaster / No Asbestos w/white paint Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-— Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy �wi Page 58 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins'- City Hall East City = all East MATERIAL DESCRIPTION: White Textured Surfacing -Medium orange peel associated with CDW03-Third Floor, overspray on other surfaces MATERIAL TYPE: Surfacing Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no MATERIAL CODE: TS02 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material/layer Asbestos % and Type 7345010-TS02-01 324 ALONG SOUTH WALL 11 FEET PLM white plaster % No Asbestos FROM WEST w/white paint Detected 7345010-TS02-02 311 ALONG EAST WALL OFF OF PLM white plaster % No Asbestos ELECTRICAL RECEPTACLE w/white paint Detected CONDUIT 7345010-TS02-03 314 ALONG WEST WALL, 1 FOOT PLM white plaster % No Asbestos SOUTH OF DOORWAY, ABOVE w/white paint Detected LIGHT SWITCH MATERIAL DESCRIPTION: Yellow Textured Surfacing -Rolled on associated with Room 115- MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status r MATERIAL CODE: TS03 No image name specified. SAMPLE # ROOMALOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-TS03-01 115 CEILING, CENTER PLM tan plaster / No Asbestos Detected 7345010-TS03-02 116 E WALL, 7' FROM N, 4' HIGH PLM tan plaster % No Asbestos Detected 7345010-TS03-03 116 N WALL, T FROM E, X HIGH PLM tan plaster % No Asbestos Detected 7345010-TS03-04 115 CEILING, CENTER PLM tan plaster % No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy .ALWalsh Page 59 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA): SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Grey Window Caulking -Malleable associated with Main entry windows - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status MATERIAL CODE. WC01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-WC01-01 XN1 NORTH FACE, EAST SET OF PLM gray caulk 10 % Chrysotile ANGLED WINDOWS, EAST SIDE OF WEST WINDOW AT BOTTOM 7345010-WC01-02 XN1 NORTH FACE, EAST SET OF PLM gray caulk 10 / Chrysotile ANGLED WINDOWS,CENTER WINDOW AT BOTTOM 7345010-WC01-03 XN1 NORTH FACE, EAST SET OF PLM gray caulk TR % Chrysotile ANGLED WINDOWS, EAST SIDE OF EAST WINDOW AT BOTTOM MATERIAL DESCRIPTION: White Window Caulking -Hard associated with Aluminum exterior windows - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled ,K•�irdrla,r�� ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-WCO2-01 XN1 NORTH FACE, WEST FACING WING, CENTER WINDOWS 7345010-WCO2-02 XE1 10TH WINDOW FROM SOUTH BOTTOM CENTER 7345010-WCO2-03 XS1 5TH WINDOW FROM WEST LEFT SIDE 1 FOOT HIGH MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY WCO2 Method Material I Layer Asbestos % and Type PLM clear caulk % No Asbestos Detected PLM clear caulk / No Asbestos Detected PLM white caulk % No Asbestos Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy AWalsh Page 60 of 60 Environmental Scientists and Engineers LLC RE1 LAB ReHJef-Voirs Envlronme�nta/, T- July 3, 2008 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 156882-1,211 Project Description: 7345-010 City of Fort Collins Mike Castell Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 Dear Customer, Inc_ Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP); Lab Code # 101896 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 156882- is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer Orr President cl�2e Analyst(s): Paul D. LoScalzo Wenlong Liu Paul F. Knappe Rich Wegrzyn Michael Scales Adam Humphreys Nancy R. Adams P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275 www.reilab.com Page 1 of 26 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 2 of 26 Client LabL Asbestos Content Non on - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R ; Estimate (%) N 7345010-BBA01-03 EM 294697 A Brown mastic 100 ND 0 100 7345010-BBA01-02 EM 294698 A Brown mastic 100 ND 0 100 7345010-BBA01-01 EM 294699 A Brown mastic 100 ND 0 100 734501O-BBA02-03 EM 294700 A Yellow mastic 100 ND 0 100 734501O-BBA02-02 EM 294701 A Brown fibrous material w/ white paint 30 ND 50 50 B Yellow mastic 70 ND 0 100 7345010-BBA02-01 EM 294702 A Brown fibrous material w/ white paint 25 ND 50 50 B Yellow mastic 75 ND 0 100 7345010-BBA03-03 EM 294703 A Brown/yellow mastic 100 ND 0 100 7346010-BBA03-01 EM 294704 A Yellow mastic w/ white paint 100 ND 0 100 734601O-BBA03-02 EM 294705 A Yellow mastic 100 ND 0 100 734501O-BBA04-01 EM 294706 A Brown fibrous material 10 ND 98 2 B Brown mastic 10 ND 0 100 C Yellow mastic 80 ND 0 100 7345010-BBA04-02 EM 294707 A White paint w/ brown fibrous material 10 ND 50 50 B Brown/yellow mastic 90 ND 0 100 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremoli te-Actino li to Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA of City Collins Executive Summary This report provides an overview of the inspection of specific equipment relating to the gas -fired water heater (boiler) located in the Fort Collins Museum building at 220 Mathews Street Fort Collins, Colorado. Matt Zoccali and Bruce Byrne, employees of the City of Fort Collins, conducted a site inspection for asbestos -containing materials (ACM) on May 261h2010. The boiler and associated pipes, ductwork and insulation were inspected and bulk samples of suspect materials were collected and submitted to an analytical laboratory for analysis. This report presents the results of the inspection. Matt Zoccali and Bruce Byrne performed the inspection subject to federal, state and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state and local requirements for identifying the presence of ACMs. A material is considered ACM if the asbestos content, as determined by laboratory analysis, is greater than one percent. The inspection and lab analysis identified two (2) building materials that contains greater than one percent asbestos. ' The following material was confirmed to contain asbestos: 1. PI_001 Pliable White sealant/coating, associated with fiberglass insulation 2. PC_001 Hard, gray resinous material on fittings The ACM found to be present at the site was generally observed to be in good condition. Depending on the type of disturbance planned for this structure, current EPA and State of Colorado environmental regulations may require the removal of this material prior to initiating any demolition/renovation activities that will impact these materials. 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 3 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos Non: Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R I Estimate (%)(%) 7345010-BBA04-03 EM 294708 A Tan/brown mastic 35 ND 0 100 B White mastic w/ white paint 65 ND 0 100 7345010-BBA05-03 EM 294709 A Brown fibrous material 15 ND 98 2 B White mastic 85 ND 0 100 7345010-BBA06-02 EM 294710 A White mastic 100 ND 0 100 7345010-BBA05-01 EM 294711 A White/brown mastic 100 ND 0 100 734501O-BBA06-03 EM 294712 A Brown fibrous material 4 ND 98 2 B White mastic 96 ND 0 100 734501O-BBA06-02 EM 294713 A Brown fibrous material 3 ND 0 100 B White mastic 97 ND 0 100 734501O-BBA06-01 EM 294714 A Brown fibrous material 15 ND 98 2 B White mastic 85 ND 0 100 7345010-BBA07-01 EM 294715 A White plaster 5 ND 0 100 B White mastic 95 ND 0 100 7345010-BBA07-02 EM 294716 A Tan mastic 100 ND 0 100 734501O-BBA07-03 EM 294717 A Tan mastic 100 ND 0 100 ND=None Detected TR=Trace, <1%Visual Estimate Trem-Act=Tremoli te-Actinol i to ,. Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) i f t'LM results are<1%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 4 of 26 Client Lab L Asbestos Content Non on - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R Estimate (% 7345010-BF101-01 EM 294718 A White resinous material 5 ND 10 90 B White plaster 95 ND 5 95 7345010-BF101-02 EM 294719 A White resinous material 5 ND 10 90 B Gray fibrous plaster 10 ND 40 60 C White plaster 85 ND 5 95 7345010-BF101-03 EM 294720 A White resinous material 5 ND 10 90 B White plaster 95 ND 5 95 7345010-CA01-01 EM 294721 A Brown mastic 100 ND 0 100 7345010-CA01-02 EM 294722 A Brown mastic 100 ND 0 100 7346010-CA01-03 EM 294723 A Brown mastic 100 ND TR 100 734501O-CA02-03 EM 294724 A Brown mastic w/ black tar 100 ND 0 100 734601O-CA02-01 EM 294725 A White fibrous woven material w/ brown 100 ND 0 100 mastic & black tar 7345010-CA02-02 EM 294726 A Brown mastic w/ black tar 100 ND 0 100 7345010-CA03-01 EM 294727 A Brown mastic w/ black tar 100 Chrysotile TR 0 100 Point Count <0.25 ND —None Detected TR=Trace, <I% Visual Estimate Trem-Ac t=Tremolite-A ctinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 5 of 26 Client Lab L Asbestos Content on on - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral i visual Components N R I Estimate (% (/O 734501O-CA03-02 EM 294728 A Brown mastic w/ black tar 100 Chrysotile TR 0 100 Point Count <0.25 734501O-CA03-03 EM 294729 A Clear resin 100 ND TR 100 734501O-CA04-03 EM 294730 A Brown mastic w/ black tar 100 Chrysotile TR TR 100 734601O-CA04-01 EM 294731 A Brown mastic 100 Chrysotile 2 0 98 734501O-CA04-02 EM 294732 A Brown/yellow mastic 100 Chrysotile TR TR 100 734601O-CA05-03 EM 294733 A Brown mastic 100 ND TR 100 7346010-CA05-01 EM 294734 A Brown mastic 100 ND TR 100 734501O-CA05-02 EM 294735 A Orange mastic 100 ND TR 100 7346010-CA06-03 EM 294736 A Orange/brown mastic 100 ND 0 100 7345010-CA06-02 EM 294738 A Orange mastic w/ black tar 100 ND 0 100 7345010-CA06-01 EM 294739 A Orange mastic w/ black tar 100 Chrysotile 3 0 97 7345010-CA07-03 EM 294740 A Orange mastic w/ tan paint 100 ND 0 100 734501O-CA07-02 EM 294741 A Orange mastic 100 ND 0 100 ND=None Detected TR=Trace, <1% Visual Estimate Trem-Act=Tremol i to -Act inol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,211 Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 6 of 26 Client Lab L Asbestos:Coriterit on on - Sample ID Number. A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R Estimate (%) (%) 734501O-CA07-01 EM 294742 A Orange mastic 100 ND 0 100 734501O-CA08-03 EM 294743 A Green mastic 100 ND 0 100 734601O-CA08-02 EM 294744 A Tan mastic 100 ND 0 100 734501O-CA08-01 EM 294745 A Green mastic 100 ND 0 100 734501O-CA09-01 EM 294746 A Tan mastic 100 ND 0 100 7346010-CA09-02 EM 294747 A Tan mastic, 100 ND 0 100 7346010-CA09-03 EM 294748 A Tan mastic 100 ND 0 100 7345010-CDW01-03 EM 294749 A White tape 5 ND 98 2 B White plaster w/ white paint 15 ND 0 100 C White/brown drywall 80 ND 15 85 7345010-CDW01-02 EM 294750 A White tape 3 ND 98 2 B White plaster w/ white paint 10 ND 0 100 C White/brown drywall 87 ND 15 85 7345010-CDW01-04 EM 294751 A White tape 3 ND 98 2 B White plaster w/ white paint 15 ND 0 100 C White/brown drywall 82 ND 15 85 ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<1%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7346-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-6 Day Date Analyzed: June 25, 2008 Analyst: Page 7 of 26 Client Lab L; Asbestos :Content., : Non 1 To—n- Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R I Estimate (%) (%) 7345010-CDW01-01 EM 294752 A White tape 3 ND 98 2 B White plaster w/ white paint 15 ND 0 100 C White/brown drywall 82 ND 15 85 7345010-CDW02-01 EM 294753 A White tape 4 ND 98 2 B White plaster w/ white paint 10 ND 0 100 C White/brown drywall 86 ND 15 85 7345010-CDW02-02 EM 294754 A White tape 3 ND 98 2 B White plaster w/ white paint 16 ND 0 100 C White/brown drywall 81 ND 15 85 7345010-CDW02-03 EM 294755 A White plaster w/ white paint 2 ND 0 100 B Pink/brown drywall 98 ND 15 85 7345010-CDW02-04 EM 294756 A White tape 3 ND 98 2 B White plaster w/ white paint 10 ND 0 100 C Pink/brown drywall 87 ND 15 85 7345010-CDW03-02 EM 294757 A White tape 3 ND 98 2 B White plaster w/ white paint 15 ND 0 100 C White/brown drywall 82 ND 15 85 7345010-CDW03-01 EM 294758 A White tape 3 ND 98 2 B White plaster w/ white & pink plaster 17 ND 0 100 C White/brown drywall 80 ND 15 85 ND=None Detected TR=Trace, <I%Visual Estimate Trem-Act=Tremolite-Actinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 8 of 26 Client Sample Number Lab ID Number L A Sub Y Physical Part E Description (%) R Mineral visual Estimate (%) Non Asbestos Fibrous Components (%) on - Fibrous Components (%) 7345010-CDW03-03 EM 294759 A White tape 3 ND 98 2 B White plaster w/ white paint 5 ND 0 100 C Pink/brown drywall 92. ND 15 85 7345010-CK01-01 EM 294760 A White caulk 100 Chrysotile 10 0 90 7345010-CK01-02 EM 294761 A White caulk 100 Chrysotile 10 0 90 7345010-CK01-03 EM 294762 A White caulk 100 Chrysotile 10 0 90 7345010-CK02-03 EM 294763 A Blue caulk w/ tan paint 100 ND 10 90 7345010-CK02-02 EM 294764 A Gray caulk 100 ND 0 100 7345010-CK02-01 EM 294765 A Black caulk 100 Chrysotile 8 0 92 7345010-CK03-02 EM 294766 A Gray caulk 100 ND 0 100 7345010-CK03-03 EM 294767 A Gray caulk 100 ND 0 100 7345010-CK03-01 EM 294768 A Black caulk 100 ND 0 100 7346010-CK04-03 EM 294769 A Gray caulk 100 ND 0 100 7345010-CK04-02 EM 294770 A Gray caulk 100 ND 0 100 7345010-CK04-01 EM 294771 A Gray caulk 100 ND 0 100 ND —None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7346-010 Client Project Description: City of Fort Collins Pate Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 9 of 26 lent Sample Lab ID Number L A Sub --'.Asbestos' ,Content ` Non Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral i visual Components N R I Estimate (%) M 7345010-C K05-03 7345010-C KOS-01 7346010-C K05-02 7345010-C K06-03 7345010-C K06-02 7345010-C K06-01 7345010-C K07-01 7345010-C K07-02 7345010-C K07-03 7345010-DT01-02 0-DT01-01 EM 294772 EM 294773 EM 294774 EM 294775 EM 294776 EM 294777 EM 294778 EM 294779 EM 294780 EM 294781 EM 294782 A White caulk A White caulk A White caulk A Red caulk A Red caulk A Red caulk A Brown caulk A White caulk B Brown caulk A Brown caulk A White fibrous woven material w/ white plaster & clear resin A White fibrous woven material w/ white plaster & clear resin ND=None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremol ite-Actinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. 100 100 100 100 100 100 100 5 95 100 100 1001 Chrysotile Chrysotile Chrysotile 1 1 N N N 1 N N N 0 0 0 0 0 0 0 0 0 0 15 100 85 90 100 100 100 100. 90 100 100 85 NDI 151 85 Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 10 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral I visual Components M R ; Estimate (% M 7345010-DT01-03 EM 294783 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 7345010-DT02-01 EM 294784 A White fibrous woven material w/ white 100 ND 20 80 plaster & clear resin 7346010-DT02-02 EM 294785 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 734601 O-DT02-03 EM 294786 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 734501 O-DT03-01 EM 294787 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 7345010-DT03-02 EM 294788 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 734501 O-DT03-03 EM 294789 A White fibrous woven material w/ white 100 ND 15 85 plaster & clear resin 7345010-DW01-02 EM 294790 A White/brown drywall w/ white resinous 100 ND 15 85 material 7345010-DW01-01 EM 294791 A White drywall w/ white resinous material 100 ND 15 85 ND=None Detected TR=Trace, <1% Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,211 Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 11 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral visual Components (%) R Estimate (%)(%) 7345010-DW01-03 EM 294792 A White drywall w/ white resinous material 100 ND 15 85 7345010-FB01-02 EM 294793 A White plaster 100 ND 2 98 7345010-FB01-03 EM 294794 A Tan granular plaster 20 ND 0 100 B White plaster 80 ND TR 100 7345010-FB01-04 EM 294795 A Tan granular plaster 15 ND TR 100 B White plaster 85 ND TR 100 7345010-FB01-01 EM 294796 A White plaster 100 ND TR 100 7345010-FTC01-02 EM 294797 A Black mastic w/ brown resin 3 ND 0 100 B White the 97 ND 0 100 7345010-FTC01-03 EM 294798 A Tan mastic 5 ND 0 100 B Black mastic w/ brown resin 5 ND 0 100 C Tan tile 90 Chrysotile 3 0 97 7345010-FTC01-01 EM 294799 A Black mastic 5 ND 0 100 B Tan tile 95 ND 0 100 7345010-FTCO2-03 EM 294800 A Black/brown mastic 5 ND 0 100 B Tan tile 95 ND 0 100 ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremol ite-A ct ino l i to Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 12 of 26 Client a L =` a` Asbestos.`Content .:_' on on - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R Estimate (%) (%) 7346010-FTCO2-02 EM 294801 A Brown mastic 2 Chrysotile TR 0 100 Point Count <0.25 B Tan tile 98 ND 0 100 7345010-FTCO2-01 EM 294802 A Brown mastic 1 ND 0 100 B Tan tile 99 ND 0 100 7345010-FTC03-01 EM 294803 A Green mastic 1 ND 0 100 B Tan tile 99 ND 0 100 7346010-FTC03-02 EM 294804 A Green mastic 2 ND 0 100 B Tan tile 98 ND 0 100 7345010-FTC03-03 EM 294805 A Tan tile 100 ND 0 100 7345010-FTC04-03 EM 294806 A Black mastic 4 ND 0 100 B Tan tile 96 ND 0 100 7345010-FTC04-02 EM 294807 A Black mastic TR ND 0 100 B Tan tile 100 ND 0 100 7345010-FTC04-01 EM 294808 A Black mastic 3 ND 0 100 B Tan tile 97 ND 0 100 ND=None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA Fort Collins 1. Introduction 1.1 Background This report provides an overview of the inspection of specific equipment relating to the gas -fired water heater (boiler) located in the Fort Collins Museum building at 220 Mathews Street Fort Collins, Colorado. Matt Zoccali and Bruce Byrne, employees of the City of Fort Collins, conducted a site inspection for asbestos -containing materials (ACM) on May 26w 2010. City staff performed the inspection subject to federal, state and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state and local requirements for identifying the presence of ACMs. The sampling and inspection process was conducted in accordance with the following standards: • Asbestos Hazard Emergency Response Act (AHERA)- 40 CFR 763 Subpart E 763.80 to 763.99 • Colorado Department of Public Health and Environment (CDPHE) Regulation No. 8 • United States Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP)- 40 CFR 61 Part M • Occupational Safety and Health Administration (OSHA) asbestos regulations- 29 CFR 1926 Parts 58 and 1101, and 29 CFR 1910 Parts 134 and 1001 1.2 Regulatory Compliance- EPA, NESHAP, OSHA and CDPHE Programs ACMs identified in this report are subject to the NESHAP Regulations for Asbestos (40 CFR 61 Part M) and CDPHE Regulation No. 8. CDPHE is responsible for administering the EPA NESHAP program in Colorado. ACMs are also subject to OSHA Standards for Asbestos (29 CFR 1926 Parts 58 and 1101, and 29 CRF 1910 Parts 134 and 1001). Materials containing one percent asbestos of less may be subject to OSHA regulations if air concentrations sampled during demolition/renovation activities are at or above the permissible exposure limit (PEL) of 0.10 fibers per cubic centimeter (f/cc) as an eight - hour time weighted average or the excursion limit of 1.0 f/cc as averaged over a 30- minute sampling period. 220 Mathews, Boiler Inspection (ACM) B%taort June 8, 2010 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,2R Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 13 of 26 Client Sample Lab ID Number L A Sub Asbestos Content ._ ` Non Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R Estimate 7345010-FTC05-02 EM 294809 A Black mastic 3 ND 0 100 B Multi -colored resins 5 ND 0 100 C Brown tile 92 Chrysotile 4 0 96 7346010-FTC06-03 EM 294810 A Black mastic TR ND 0 100 B Brown resin 3 ND 0 100 C Brown tile 97 Chrysotile 3 0 97 7345010-FTC05-01 EM 294811 A Black mastic TR ND 0 100 B Brown resin 10 Chrysotile TR 0 100 C Brown tile 90 Chrysotile 3 0 97 7345010-FTC06-03 EM 294812 A Black mastic TR Chrysotile TR 0 100 B Brown resin 5 ND 0 100 C Brown tile 95 Chrysotile 10 0 90 7346010-FTC06-02 EM 294813 A Black mastic TR Chrysotile 10 0 90 B Brown resin 4 ND 0 100 C Brown tile 96 Chrysotile 5 0 95 7345010-FTC06-01 EM 294814 A Black mastic 3 Chrysotile 10 0 90 B Brown resin 5 ND 0 100 C Brown tile 92 Chrysotile 10 10 80 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremolite-Actinolite Note Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABI_9 PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,211 Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 14 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos Non - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R ; Estimate (%) M 7345010-FTC07-03 EM 294815 A Brown resin w/ black mastic 3 ND 0 100 B White resin 10 ND 0 100 C White tile 87 Chrysotile 3 0 97 7345010-FTC07-02 EM 294816 'A Brown resin 3 ND 0 100 B White tile 97 Chrysotile 3 0 97 7345010-FTC07-01 EM 294817 A White resin 3 ND 0 100 B White tile 97 Chrysotile 3 0 97 7345010-FTC08-02 EM 294818 A Black mastic 2 ND 0 100 B White/red tile 98 Chrysotile 10 0 90 7345010-FTC08-01 EM 294819 A Black mastic 2 ND 0 100 B White/red tile 98 Chrysotile 10 0 90 7345010-FTC08-03 EM 294820 A Black mastic 2 ND 0 100 B White/red tile 98 Chrysotile 12 0 88 7345010-FTC09-02 EM 294821 A White tile 100 ND 0 100 7345010-FTC09-01 EM 294822 A Yellow mastic 4 ND 0 100 B White tile 96 ND 0 100 7345010-FTC09-03 EM 294823 A White tile 100 ND 0 100 ND=None Detected TR=Trace, <1% Visual Estimate Trem-Act=Tremolite-Actinoli to Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I %. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 15 of 26 Client Sample Lab ID Number L A Sub Asbestos Content on Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R I Estimate (%) N 7345010-FTC10-01 EM 294824 A Black mastic TR ND 0 100 B Tan tile 100 Chrysotile 12 0 88 7346010-FTC10-02 EM 294825 A Black mastic TR ND 0 100 B Tan tile 100 Chrysotile 12 0 88 7345010-FTC10-03 EM 294826 A Black mastic 2 ND 0 100 B Tan the 98 Chrysotile 10 0 90 7345010-FTC11-03 EM 294827 A Black mastic 1 ND 0 100 B Red tile 99 Chrysotile 7 0 93 7345010-FTC11-02 EM 294828 A Black mastic 3 ND 0 100 B Red tile 100 Chrysotile 7 0 93 7345010-FTC11-01 EM 294829 A Black mastic 2 ND 0 100 B Red tile 98 Chrysotile 8 0 92 7345010-FTC12-02 EM 294830 A Pink tile 100 ND 0 100 7345010-FTC12-01 EM 294831 A Pink tile 100 ND 0 100 7345010-FTC12-03 EM 294832 A Brown mastic 5 ND 0 100 B Pink tile 95 ND 0 100 ND=None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremol ite-Act inol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. Floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,211 Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 26, 2008 Analyst: Page 16 of 26 Client Lab L Non on - Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components (%) R Estimate 7345010-FTC13-04 EM 294833 A Black mastic 3 ND 0 100 B Tan tile 97 Chrysotile 3 0 97 7345010-FTC13-01 EM 294834 A Black mastic 2 ND 0 100 B Tan tile 98 Chrysotile 4 0 96 7345010-FTC13-02 EM 294835 A Black mastic 5 ND 0 100 B Tan tile 95 Chrysotile 3 0 97 7345010-FTC13-03 EM 294836 A Black mastic 4 ND 0 100 B Tan tile 96 Chrysotile 3 0 97 7345010-FTC14-02 EM 294837 A Tan tile 100 ND 0 100 7346010-FTC14-01 EM 294838 A Brown resin 2 ND 0 100 B Tan tile 98 ND 0 100 7345010-FTC14-03 EM 294839 A Brown resin 2 ND 0 100 B Tan tile 98 ND 0 100 7345010-FTM1-03 EM 294840 A Black mastic 100 ND 0 100 7345010-FTM1-01 EM 294841 A Black mastic 100 ND 0 100 734501 0-FTM1 -02 EM 294842 A Black mastic 100 ND 0 100 ND=None Detected TR=Trace, 4% Visual Estimate Trem-Act=Tremolite-Actinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 17 of 26 Client Sample Lab ID Number L A Sub Asbestos -Content .'-7 Non Asbestos 1 Vo—n- Fibrous Number Y Physical Part Fibrous Components E Description Mineral visual Components (%) R I Estimate (%) (%) 7345010-G M 1-03 7345010-GM1-02 7345010-GM1-01 7345010-GM2-01 7345010-GM2-03 7345010-GM2-02 7345010-HS01-01 7345010-HS01-02 7345010-HS01-03 7345010-HVC01-01 EM 294843 EM 294844 EM 294845 EM 294846 EM 294847 EM 294848 EM 294849 EM 294850 EM 294851 EM 294852 A White fibrous material A White fibrous material A White fibrous material A White fibrous material A White fibrous material A White fibrous material A White fibrous material Not Analyzed Not Analyzed A White fibrous woven material w/ black resinous material 7345010-LIP01-02 EM 294853 A White/tan ceiling the 7345010-LIP01-01 EM 294854. A White/tan ceiling tile 7345010-LIP01-03 EM 294855 A White/tan ceiling the 7345010-LIP02-04 EM 294856 A White/tan ceiling tile ND=None Detected TR=Trace, <1% Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. 100 100 100 100 100 100 100 1001 100 100 100 100 ND 90 10 ND 90 10 ND 90 10 ND 95 5 ND 95 5 ND 95 5 Chrysotile 801 15 5 NDI 801 20 ND 70 30 ND 70 30 ND 70 30 NDI 701 30 Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,211 Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 18 of 26 Client Sample Lab ID Number L A Sub : Asbestos>Contept Non Asbestos Non - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral I visual Components (%) R ; Estimate (% 7345010-LIP02-02 EM 294857 A White/tan ceiling tile 100 ND 70 30 7345010-LIP02-03 EM 294858 A White/tan ceiling tile 100 ND 70 30 7346010-LIP02-01 EM 294859 A White/tan ceiling tile 100 ND 70 30 7346010-LIP03-01 EM 294860 A White/tan ceiling tile 100 ND 70 30 7345010-LIP03-03 EM 294861 A White/tan ceiling tile 100 ND 70 30 7345010-LIP03-02 EM 294862 A White/tan ceiling tile 100 ND 70 30 7345010-LIP04-01 EM 294863 A White/tan ceiling tile 100 ND 70 30 7346010-LIP04-03 EM 294864 A White/tan ceiling tile 100 ND 70 30 7346010-LIP04-02 EM 294865 A White/tan ceiling tile 100 ND 70 30 7345010-LIP05-01 EM 294866 A White/tan ceiling tile 100 ND 70 30 7345010-LIP05-02 EM 294867 A White/tan ceiling tile 100 ND 70 30 7345010-LIP05-03 EM 294868 A White/tan ceiling tile 100 ND 70 30 7345010-MA01-02 EM 294869 A Brown mastic 100 ND 0 100 7345010-MA01-01 EM 294870 A Brown mastic 100 ND 0 100 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,2R Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 19 of 26 Client Sample Lab ID Number L A Sub Asbestos•:Content _ on Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R ; Estimate (%)(% 7345010-MA01-03 EM 294871 A Brown mastic 100 ND 0 100 7345010-MA03-02 EM 294872 A Clear resin 10 ND 0 100 B Brown cove base 90 ND 0 100 7345010-MA03-03 EM 294873 A Clear resin 2 ND 0 100 B Brown cove base 98 ND 0 100 7345010-MA03-01 EM 294874 A Clear resin 2 ND 0 100 B Brown cove base 98 ND 0 100 7345010-MA04-01 EM 294875 A White plaster 10 ND 0 100 B Gray mastic 90 Chrysotile 5 0 95 7345010-MA04-03 EM 294876 A Gray mastic 100 Chrysotile 5 0 95 7345010-MA04-02 EM 294877 A Gray mastic 100 Chrysotile 5 0 95 7345010-MA05-02 EM 294878 A Brown mastic 100 ND 0 100 7345010-MA05-03 EM 294879 A Brown mastic 100 Chrysotile TR 0 100 Point Count <0.25 7345010-MA05-01 EM 294880 A Brown mastic 100 ND 0 100 ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 20 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestoss Nonmm Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R ; Estimate (%) N 7345010-MA06-01 EM 294881 A Black mastic 100 ND 0 100 7345010-MA06-02 EM 294882 A Black mastic 100 ND 0 100 7345010-MA06-03 EM 294883 A Black mastic 100 ND 0 100 7345010-MA07-02 EM 294884 A Tan ceiling the 10 ND 80 20 B Brown mastic 90 ND 2 98 7345010-MA07-03 EM 294885 A Tan ceiling tile 10 ND 90 10 B Brown mastic 90 ND 2 98 7346010-MA07-01 EM 294886 A Tan ceiling tile 15 ND 80 20 B Brown mastic 85 ND 2 98 7345010-MA10-01 EM 294887 A Yellow mastic 100 ND 0 100 7345010-MA10-02 EM 294888 A Yellow mastic 100 ND 2 98 7345010-MA10-03 EM 294889 A Yellow mastic 20 ND 0 100 B Gray granular plaster 80 ND 0 100 7345010-MA11-01 EM 294890 A Gray mastic 100 ND 0 100 7346010-MA11-02 EM 294891 A Gray mastic 100 ND 0 100 ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremolite-Actinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,211 Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 21 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R ; Estimate (%) N 734501 0-MA1 1-03 EM 294892 A Gray mastic 100 ND 0 100 7346010-MA13-01 EM 294893 A Gray mastic 40 ND 0 100 B White/tan ceiling the 60 ND 80 20 7345010-MA13-03 EM 294894 A Gray mastic 30 ND 0 100 B White/tan ceiling the 70 ND 80 20 734501 0-MA1 3-02 EM 294895 A Gray mastic 20 ND 0 100 B White/tan ceiling tile 80 ND 80 20 7345010-MA14-03 EM 294896 A Black mastic 100 ND 0 100 7345010-MA14-02 EM 294897 A Black mastic 100 ND 0 100 7345010-MA14-01 EM 294898 A Black mastic 100 ND 1 99 7345010-MA14-04 EM 294899 A Black mastic 100 ND 0 100 734501 0-MS01 -01 EM 294900 A Green mastic 100 ND 0 100 7345010-MS01-03 EM 294901 A Green mastic 100 ND 0 100 7346010-MS01-02 EM 294902 A Green mastic 100 ND 0 100 7345010-MS02-01 JEM 294903 1 A Tan mastic 1001 ND 101 90 ND=None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremolite-Ac t inol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA 0 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 Page 22 of 26 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos Non - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral I visual Components N R ; Estimate (% N 7345010-MS02-02 EM 294904 A Tan mastic 100 ND 10 90 7345010-MS02-03 EM 294905 A Tan mastic 100 ND 10 90 7345010-MS03-02 EM 294906 A Black mastic 100 ND 0 100 7345010-MS03-01 EM 294907 A Black mastic 100 Chrysotile 10 0 90 7345010-MS03-02 EM 294908 A Black mastic 100 ND 0 100 7345010-MS04-03 EM 294909 A Gray mastic 100 ND 0 100 7346010-MS04-02 EM 294910 A Gray mastic 100 ND 0 100 7345010-MSO4-01 EM 294911 A Gray mastic 100 ND 0 100 7345010-MS05-02 EM 294912 A Black mastic 100 ND 0 100 7345010-MS05-03 EM 294913 A Black mastic 100 ND 0 100 7345010-MS05-01 EM 294914 A Black mastic 100 ND 0 100 7345010-PF01-01 EM 294915 A Gray fibrous plaster w/ white fibrous woven 100 ND 30 70 material ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremol i te-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA of Fort Collins Revised OSHA regulations for General Industry (29 CFR 1910 Part 1001) and the Construction Industry (29 CFR 1926 Part 1101) include the following provisions for the communication of hazards to building owner employees (or by the sub contractor to subcontractor employees): • Employer must inform housekeeping/maintenance employees and the subcontractors whether building components they maintain may expose them to asbestos. • Building owner shall maintain records concerning the presence, location, and quantity of ACMs in the building for the duration of ownership or occupancy, and records shall be transferred to successive owners • Where a building owner of employer identifies ACMs, labels_ or signs shall be affixed or posted so employees will be notified of what materials contain asbestos. These signs or labels shall be placed on materials or in areas where they will be noticed by employees who are likely to be exposed such as entrances to mechanical rooms and pipe chases. 2 Methodology and Scope of Work The inspection of building materials was performed in accordance with EPA, AHERA, and CDPHE regulations. Asbestos inspection activities were performed by AHERA and CDPHE accredited personnel. Certifications are included in Appendix A. 2.1 Asbestos Inspection Methodologies The scope of the asbestos inspection was to identify ACM and included the following steps: • Review of site and proposed renovation plans with City of Fort Collins Operation Services representative (Ethan Cozzens) • Review of previous asbestos inspection reports (none available) • Visual inspection of all accessible areas of the equipment and associated pipes, ductwork and insulation to identify suspect materials • Determination of friability by touching all accessible suspect material • Collection of bulk samples of suspect material. Materials were submitted for laboratory analysis by polarized light microscopy (PLM). 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,2R Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 26, 2008 Analyst: Page 23 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos Non: Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral visual Components N R Estimate 7-345010-PF01-02 EM 294916 A Gray fibrous plaster w/ white fibrous woven 100 ND 30 70 material 7345010-PF01-03 EM 294917 A White fibrous plaster 100 Chrysotile 7 0 88 Amosite 5 7345010-PL01-01 EM 294918 A White plaster w/ white paint 10 ND 0 100 B White plaster w/ white paint 90 ND 0 100 7345010-PL01-02 EM 294919 A White plaster w/ white paint 100 ND 0 100 7345010-PL01-03 EM 294920 A White plaster w/ white paint 100 ND 0 100 7345010-PL02-09 EM 294921 A White plaster w/ white paint 3 ND 0 100 B White plaster w/ white paint 97 ND 0 100 734501O-PL02-01 EM 294922 A White perlitic plaster w/ blue paint 100 ND 0 100 734501 O-PL02-08 EM 294923 A White plaster w/ white paint 100 ND 0 100 7345010-PL02-03 EM 294924 A White perlitic plaster w/ white paint 100 ND 0 100 7345010-PL02-04 EM 294925 A White plaster w/ white paint 100 ND 0 100 734501 O-PL02-05 EM 294926 A White plaster w/ green paint 100 ND 0 100 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremoli te-Actino li to Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 156882-1,2R Walsh Environmental - (F.C.) 7345-010 City of Fort Collins June 20, 2008 PLM, Short Report 3-5 Day June 25, 2008 Analyst: Page 24 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral visual Components (%) R Estimate (%) (%) 7345010-PL02-06 EM 294927 A White plaster w/ white paint 2 ND 0 100 B White perlitic plaster w/ white paint 98 ND 0 100 734501 O-PL02-07 EM 294928 A White plaster w/ white paint 2 ND 0 100 B White perlitic plaster w/ white paint 98 ND 0 100 734601 O-PL02-02 EM 294929 A White perlitic plaster w/ white paint 100 ND 0 100 7345010-PL03-03 EM 294930 A White plaster 30 ND 0 100 B White plaster 70 ND 0 100 7345010-PL03-02 EM 294931 A White plaster 100 ND 0 100 734501O-PL03-01 EM 294932 A White perlitic plaster 50 ND TR 100 B White plaster w/ green paint 50 ND 0 100 7345010-PS01-03 EM 294933 A White resinous material. 50 Chrysotile 4 10 86 B Silver wrap w/ yellow fibrous material 50 ND 50 50 7345010-PS01-01 EM 294934 A Silver wrap w/ yellow fibrous material 20 ND 50 50 B White resinous material 80 ND 10 90 7346010-PS01-02 EM 294935 A White fibrous woven material 10 ND 98 2 B Silver wrap 20 ND 50 50 C White resinous material 70 ND 10 90 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremoli te-Actinoli to Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,2R Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 Analyst: Page 25 of 26 tent Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral i Visual Components (%) R Estimate 7345010-SVF01-01 EM 294936 A White tile w/ clear resin 100 ND 0 100 7345010-SVF01-02 EM 294937 A White tile w/ clear resin 100 ND 0 100 7345010-SVF01-03 EM 294938 A White the w/ clear resin 100 ND 0 100 7345010-TS01-04 EM 294939 A White plaster w/ white paint 20 ND 0 100 B White plaster w/ white paint 80 ND 0 100 7345010-TS01-02 EM 294940 A White plaster w/ white paint 100 ND 0 100 7345010-TS01-01 EM 294941 A White plaster w/ white paint 100 ND 0 100 7346010-TS01-03 EM 294942 A White plaster w/ white paint 100 ND 0 100 7345010-TS02-02 EM 294943 A White plaster w/ white paint 100 ND 0 100 7346010-TS02-03 EM 294944 A White plaster w/ white paint 100 ND 0 100 7345010-TS02-01 EM 294945 A White plaster w/ white paint 100 ND 0 100 7345010-TS03-04 EM 294946 A Tan plaster 100 ND 0 100 7345010-TS03-01 EM 294947 A Tan plaster 100 ND 0 100 7345010-TS03-03 EM 294948 A Tan plaster 100 ND 0 100 7345010-TS03-02 EM 294949 A Tan plaster 100 ND 0 100 7345010-WC01-02 EM 294950 A Gray caulk 100 Chrysotile 10 10 80 ND=None Detected TR=Trace, <I % Visual Estimate Trem-Act=Tremolite-A ctinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 156882-1,2R Client: Walsh Environmental - (F.C.) Client Project Number / P.O.: 7345-010 Client Project Description: City of Fort Collins Date Samples Received: June 20, 2008 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 25, 2008 . Analyst: Page 26 of 26 Client Sample Lab ID Number L A Sub Asbestos Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral visual Components (%) R Estimate (%)(%) 7346010-WC01-03 EM 294951 A Gray caulk 100 Chrysotile TR 0 100 7345010-WC01-01 EM 294952 A Gray caulk 100 Chrysotile 10 10 80 7345010-WCO2-01 EM 294953 A Clear caulk 100 ND 0 100 7345010-WCO2-02 EM 294954 A Clear caulk 100 ND 0 100 734501O-WCO2-03 EM 294955 A White caulk 100 ND 0 100 ND=None Detected TR=Trace, <1 % Visual Estimate Trem-Act=Tremol ite-Actinol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<1%. Data QA Due Date:- 0 )1 Due Time: pEa Rieserv®irs Environmental, Inc. RES 156882 58D1 Logan St Denver, CO 80216 • Ph: 303 964-1986 • Fax 303-477,4275 • Toll Free :866 RESI-ENV INVOICE TO' (IF DIFFERENT) CONTACT INFORMATION: Company:' Company: Contact: Contact: Address: Address: Phone: Phone: Fax: Faz CelVpager, Cellipager. Project Number and/or P.O. q: Final Data Deliverable Email Address: Project DescdptiorvLocation: ASBESTOS LABORATOR OURS::Weekdays:. lam - 7 m REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES: PLM !PCM 1 TEM _RUSH (Same Day) _PRIORITY (Next Day) _STANDARD Rush PCM = 2hr, TEM = 6hr. ( ) g iv 8. 2 a. @ 0 + p c $ O _ > J w _ a 9. g ,F 0) < x 0 M ¢ S a- 3 0 r rn 'o V w u_ ¢ a Goa cc O o a m to X H m o o Air = A Bulk = 13 Dust = D Paint = P - v„g CHEMISTRY LABORATORY HOURS: Weekdays: Sam, -S m Soil = S Wipe = W - Metal(s) / Dust _ RUSH _ 24 hr. _3-5 Day RCRA 8 ! Metals 8r Welding '"Prior notification Is RUSH 5 day _10 day required for RUSH Fume Scan / TCLP — — turnarounds: ` Organics _ 24 hr. _ 3 day _5 Day Drinking Water = DW o Waste Water = WW r Other = O -ASTM E1792 approved wipe media only" d E w d E U) � y Cg fO g Ln V yt Date Collected mmraayy Time Collected hhlmm alp "Turnaround times establish a laboratory priority, subject to laboratory volume and are not guaranteed. Additional fees apply for afterhours, weekends and holidays."" Special Instructions: EM Number (Laboratory Usz Onl y) „ Client salm le 1 dumber (Sample ID'a must be unique) 1 -- 2 -- — 3 4: _ — 5 6 7 — 8- 9 10 11 12 13 -U 1-3 Number of samples received: (Additlional samples shall be listed on attached long form.) NOTE: RE[ will analyze incoming samples based upon information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data, By signing clienUcompany representative agrees that submission of the following samples for requested analysis as indicated on this Chain of Custody shall constitute an analytical services agreement with payment terms of NET 30 days, failure to comply with payment terms may result in a 1.5% monthly interest surcharge. Relinquished By: Date/Time: Sample Condition: On Ice Sealed Intact Laboratory Use Oni 1 (} Temp. (Fe) Y/N YIN YlN Received By: Date/Time: 9 a ier: Results: Contact Page Phone Email Fax Date Time :Initials Contact Page Phone m ax Date e f Initials Contact Page Phone Email Fax Date Time Initials Contact Page Phone"EmcM Fax Date Time Initials RMI LA&E3 Resev-voirH Environmental. Inc. 5801 Logan St Denver, CO 80216 • Ph: 303 964.1986 •Fax 303-477-4275 •Toll Free :866 REST -ENV RES Job # Page 2 of 9 _ _ Submitted by: REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES: p 2 a c 8 m c J 0 ; O ; m y o 0 ` 0 _ y ; N J ' = c a ; g W 0o O m ^ Q ^ 2 • X 2 � N H r ` 2 ? = U. v pM = a J J a � o I O $ °° of 9 m z o _ o Air = A Bulk = B = Dust D = Paint P Soil = S Wipe = W Drinking Water = DW Waste Water = WW Other = O "ASTM E1792 approved wipe media only" d jk1dA/M „ ¢ v � N c� N 8 Date Collected mnvdd� Time Collected hhlmm asp EM Number (Laboratory Use Only) . Client sample ID number Sample ID's must be unique) 14 _ 15 : U 1s -U- 17 18 19 20,WE / .21` 22 23' . U 24 _p 25. 26 27. C� . 28 ' 29 30 _ (� 31: 32 _ 33 34 (�4-3 35. 36 —� 37 38 — 39 40 41 42 43 44 REI t_AB �ng- /��v®ire env®rvnmenta®' 1nL . 5601 Logan St. Denver, CO 60216 • Ph: 303 964-1986 • Fax 303-477.4275 • Toll Free :866 REST -ENV RESJob# Page __3-- of ---- Submitted by:ca —� REQUESTED ANALYSIS VALID MATRIX CODES' LAB NOTES: ii v a 0 L m O + m 0 � — 1, J W m v, N O ^ Q N a 3 o }� W � 1' a Q U Co 1a— W U 2 a 0 ky 0 Q $ ui m Z 0 K o = H o Air = A Bulk = B Dust = D Paint = P Soil = S Wipe = W Drinking Water = DW Waste Water = WW Other = O ""ASTM E1792 approved wipe mediaonly- QQE77 = > m 4, E E a m rn .. N O 0 �C UN C 'm o U ra Date Collected mrNddlyy Time Collected hh/MM alp EM Number 6oratory Use Only) Client sample ID number (sample iD s must be unique) 45 46 47 - U 48 J U 49 50. - 51 53 54, 55 56 .- 57 58: - 59 L 60 . 61 "C7 62 _ U 63 64 65 l� 66 67 68 69 70 _ 0 — 71 - 72 . 73 74 ., 75 - RES Job Submitted • . . .. _ n ■�c%�■ _ low WE ■�■■���L�� m `��jj �►i��► ■■■■■■■■■■��■�%ram MW m ■■■■■■■ ■■■-_ �-jT�� _ ■■■■■■■M■■�--ZWA El■■■■�■■■■■��■�iyJ m ■■■■■■■■■■���� m _ ■■■■�■■■■■■��■■t�' Ego ■■■■■■■■■■���/ m ■■■■■■■■■■���Mv mIM ■■■■�■■■■■���, IM ■■■■■■�■■■���rll�'i IM IM ■■■■■■■■■■���Y.� ■■■■■■■■■■��� >'. L REI AB ReHnrv®irs Envirnnmenta/, Inc. 5801 Logan St Denver, CO 80216 • Ph: 303 964-1986 • Fax 303.477.4275 • Toll Free :866 RESI•ENV RES Job # Page _5_ of Submitted by: REQUESTED ANALYSIS' VALID MATRIX CODES LAB NOTES::.. o c S 0. 0 0 c cc a + a` p $ s } m j Lu N m n $ g 'o @ ; ; C V 32 cc -� a (X p 0_ co idOther to3 y _ o W o Air = A Bulk = B Dust = D Paint = P Soil = S Wipe = W Drinking Water = DW Waste Water = WW = O •'ASTM E1792 approved wipe media only- a o m ° Q in a v w a 44— o Date Collected mmlatllyy Time Collected hhlmm alp EM Number laboratory Use Only) Client a le 1D number (Sample ID's must be unique) 107 108 109 —C� �Q 110 `CJ 111 113 113 114 1.15 110" 117 118 _ 119 120 121 122 123 "' U 124 125 (j 126 127 -Ci 128 _U 129 130 131 132 133 — 134 135 — 62 136 % 137 —U FIEI LAB M eML rv®6rH Enviranmenta/, Inc. 5801 Logan St Denver, CO 80216 • Ph: 303 964.1986 • Fax 303-477.4275 • Toll Free :866 RESI-ENV �/La/ RES Job # Page _6_ of Submitted by: % REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES: a. 0 t a p g a = io Q� W e g E ►- ) N O m O v ^ U a m " A .a a:CC (aJ ~ 7 o E m c v s F GO FaW U L) o N W to7 N z o = F- o Air = A Bulk = B Dust = D Paint = P Soil = S Wipe = W Drinking Water = DW Waste Water = WW Other = O —ASTM E1792 approved wipe media only- E O E a M tv ^ N v N N o U x Date Collected mm/ddlyy Time Collected hhlmm alp EM Number borato Use Only) Client sample ID number (Sample ID's must be unique) 138 AD 139 140 Lq 141 142 _ U 143 — 144 — 145 146 147 148 149: 150 _ 151 162 _ 153 154 - 155 156 157 — C' 158 9 59 — (2.2157 160 161 162 —() 163 �- U 164- 165 167 168 —(' or art Collins 2.1.1 Homogenous Areas A homogenous area (material) is defined as an area containing a material that appears similar throughout with regard to color texture, and date of application. The inspection of the boiler, pipes, ductwork and associated insulation at the Fort Collins Museum included the following building systems: • Thermal/Mechanical Systems • Electrical System Homogenous materials that were inspected but not suspected to contain asbestos are not included in this report. Such materials include concrete, wood and plastic products. 2.2 Homogenous Materials Identification A visual inspection/walk-through of the boiler room was used as the basis in determining homogenous materials at the location. Each type of homogenous material was assigned an alpha numeric code to identify the different varieties of suspect building materials. 2.3 Friable and Non -friable Materials The EPA distinguishes between to friable and non -friable forms of ACM. Friable materials, when dry, can be easily crushed to powder by hand pressure. Non -friable material cannot be crushed to powder by hand pressure. One (1) friable ACM material was discovered during this inspection. Limited non - friable ACMs were identified and may remain in place during demolition/renovation activities provided that work procedures do not render the material friable and the workers are adequately protected. 2.4 Sampling Strategy The bulk sampling strategy used to determine the appropriate number of samples to be collected of each suspected material was developed using requirements of the AHERA regulation and are summarized in the table below: 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 REI LAB ReHerv®irH Environmental, Inc- 5801 Logan St. Denver, CO 80216 - Ph: 303 964-1986 - Fax 303-477-4276 - Toll Free :866 REST -ENV CVg RES Job # Page _7_ of Submitted by: REQUESTED ANALYSIS VALID MATRIX CODES LAB -NOTES: p a c 0 J B t0 N j a 2 U y + 0 ° a - _ - ? com0 J a Z w - S 'c Q ; E W Q) cn O d c ^ •N o a ~ o a $ ) LL 0 c 32 s a� CC U 00 a� U 0 o `° m U Z W3 o 0: i 1— o Air = A Bulk = B Dust = D Paint = P Soil = S Wipe = W Drinking Water = DW Waste Water = WW Other = 0 ASTM E1792 approved wipe media only- > o, v < E n) m iu o 5 12 c lO o �% Date Collected mm/ddlyy Time Collected hh/mm a/p EM Number (Cabo o Use Only), Client sarn le ID number (Sample ID's must be unique) 169 - — 170 171 172. _- 173 174 175 (� 176 177 178 _ 179 _ 180 1811- 182 - 183 184 185 186. 187 188 189 191 192 1931- 194 U1- 195 - 196 T 197 198 199 V - (� A�1 LAs /,Zeserrvvirs Env6rivnmenta/, 0"c. 5801 Logan St Denver, CO 80216 • Ph: 303 964-199ti •Fax 303.477.4275 •Toll Free :866 RESI•ENV �( RES Job # U Page 8 of t 9_— Submitted by: 1 REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES:. . 'o 5 a c o = g _ t w p m —; a 0 9 n _ — ro Y � a p � a " a x —Ca-d` F- 'o i4 e U. 55 i a 5 a '~ w J C p o Ir po N Go w X m z o Q = o Air = A Bulk = B = Dust D = Paint P Soil = S Wipe = W Drinking Water = DW Waste water = Vvw Other = 0 "ASTM El792 approved wipe media only" E v d E a y d� O 0 5 01 C 'co `C Date Collected mmlddlyy Time Collected hhlmm a/p EM Number (Laboratory Use.Only) •, Client sam a ID number (sam le iD's must be unique) 2 200 (� — 201 202 — 203 204 — 205 206 207 208 209 210 211 212 — _ -- 213 :.;. 214 215 2161- 217 218 219' 220 — (� 221 222 223 224 225 226 — U 227 --V 229 - 230 AEI t_,B Environmental, Onc_ 5801 Logan St. Denver, CO 80216 • Ph: 303 964.19W • Fax 303.477-4276 • Toll Free :866 RES4ENV RES Job # O Page _9� of Submitted by: REQUESTED ANALYSIS VALID .MATRIX CODES LAB NOTES: a c c _ t co S`J o_ ff O + ° p N g a • N m m b W W C ; ft� d ,- U) O m p� O ^ U o c ra Fp M O 42 LL rn N v J o; U O Of $ W m N z a W o ' w F_ o Air = A Bulk = B Dust = D Paint = P Soil = S Wipe = W Drinking Water = DW Waste Water = WW Other = o "ASTM E1792 approved wipe media only' v j O a�i ? n a m 3 .. -00 v m N m o V Date Collected mm/ddW Time Collected hh/mm alp EM Number (Laboratory Use Only) ry y> Client sam le 1D number (Sample ID's must be unique) 231 v - 232 — zc 233 _ 234 . 235 236 62 237 238 239 Q 240 — U 241 C7 242 . _-- 243 �- U 244 245 246 247 248 — [� 249 U 250 —� 251 252 J —n o.. 253 / •:—v 254 255----- 256 257- 258 ^U 259 260 261 _ ft IV Enviranmental Scientists and Engineers LI-C Chain of Custody Lab Project #: Page 1 of 13 Building ID: C c Project/Client: City of Fort Collins Laboratory Submitted To: E65.1 Project Number: 7345-010 Sample Date: &12=0 Contact Name: W41 1 Kit 4 ACaMUL Invoice To: Walsh Environ ent I - FTCOryS Contact Phone: S Phone: (970) 223-5655 Fax: (970) 223-8577 Contact Email: M CA S fi C p Walsh Email: r/ ANALYTICAL INSTRUCTIONS: Asbestos Bulk Analysis: PLM BULK ASBESTOS ANALYSIS Asbestos Air Analysis: Metals Analysis: (Type of samplelhow reported) Other Analysis: (specify) Delivery of Results: Electronic Turnaround Time: Standard Archive Samples: Beee"*u s Comments: Client Sample ID ANALYTICAL INSTRUCTIONS: Sample Description Proaressive Lab Comments Lab Sample ID Set Asbestos Bulk Analysis: PLM BULK ASBESTOS ANALYSIS Asbestos Air Analysis: Metals Analysis: (Type of samplethow reported) Other Analysis: (specify) Delivery of Results: Electronic Turnaround Time: Standard Archive Samples: Standard 6 months Comments: Client Sample ID Sample Description Progressive Lab Comments Lab Sample ID ( 1 ) 7345010-BBA01-03 BBA-Baseboard Adhesive �— ( 2 ) 7345010-BBA01-02 BBA-Baseboard Adhesive—� ( 3 j 7345010-BBA01-01 BBA-Baseboard Adhesive ( 4 ) 7345010-BBA02-03 BBA-Baseboard Adhesive ( 5 ) 7345010-BBA02-02 BBA-Baseboard Adhesive ( 6 ) 7345010-BBA02-01 BBA-Baseboard Adhesive ( 7 ) 7345010-BBA03-03 BBA-Baseboard Adhesive ( 8 ) 7345010-BBA03-01 BBA-Baseboard Adhesive ( 9 ) 7345010-BBA03-02 BBA-Baseboard Adhesive (slgnature/co) REL (SHED BY: (dateltime) �yI l� (si nat co) RECEIVED BY: (datettime) r 'Z7[T�'1�11 V Environmental Scientists and Engineers 1J.0 Chain of Custody Page 2 of 13 Lab Project #: # coc io:3 Building ID: CHE Project/Client: City of Fort Collins Laboratory Submitted To: REST Project Number. 7345-010 Sample Date: 6/17/2008 Contact Name: Mike Castell . Invoice_To: Walsh Environmental Contact Phone: (970) 567-3893 Phone: (970) 223-5655 Fax. (970) 223-8577 Contact Email: mcastell@walshenv.com lWalsh Email: tsanders@walshenv.com ( 10) 7345010-BBA04-01 BBA-Baseboard Adhesive ( 11 ) 734501043BA04-02 BBA-Baseboard Adhesive ( 12) 734501O-BBA04-03 SBA -Baseboard Adhesive ( 13) 7345010-BBA05-03 BBA-Baseboard Adhesive ( 14) 734501 O-BBA05-02 BBA-Baseboard Adhesive ( 15) 734501 O-BBA05-01 BBA-Baseboard Adhesive ( 16) 734501 O-BBA06-03 BBA-Baseboard Adhesive ( 17) 7345010-BBA06-02 BBA-Baseboard Adhesive ( 18) 7345010-BBA06-01 BBA-Baseboard Adhesive ( 19) 734501 O-BBA07-01 BBA-Baseboard Adhesive ( 20) 7345010-BBA07-02 BBA-Baseboard Adhesive ( 21 ) 734501 O-BBA07-03 BBA-Baseboard Adhesive . ( 22) 7345010-BFI01-01 BFI-Boiler Flue Insulation 8 ( 23) 7345010-BFI01-02 BFI-Boiler Flue Insulation 8 ( 24) 7345010-BF101-03 BFI-Boiler Flue Insulation 8 ( 25) 7345010-CA01-01 CA -Carpet Adhesive ( 26) 7345010-CA01-02 CA -Carpet Adhesive ( 27) 7345010-CA01-03 CA -Carpet Adhesive ( 28) 7345010-CA02-03 CA -Carpet Adhesive ( 29) 734501 O-CA02-01 CA -Carpet Adhesive ( 30) 7345010-CA02-02 CA -Carpet Adhesive ( 31 j 734501 O-CA03-01 CA -Carpet Adhesive ( 32) 7345010-CA03-02 CA -Carpet Adhesive—� ( 33) 7345010-CA03-03 CA -Carpet Adhesive (signature/co) RELINQU D BY: (date/time) (sign re/co) RECEIVED BY: (date/time) Il -S t1 j�jy Eamtvironentatscientis and Enginem LLC Chain of Custody Page 3 of 13 Lab Project #: C Building ID: CHE Project/Client City of Fort Collins Laboratory Submitted To: RESI Project Number: 7345-010 Sample Date: 6/1712008 Contact Name: Mike Castell Invoice To: Walsh Environmental Contact Phone: (970) 567-3893 Phone: (970) 223-5655 Fax: (970) 223-8577 Contact Email: mcastell@walshenv.com Walsh Email: tsanders@walshenv.com ( 34 ) 7345010-CA04-03 CA -Carpet Adhesive—� ( 35 ) 734501 O-CA04-01 CA -Carpet Adhesive 1 ( 36 ) 7345010-CA04-02 CA -Carpet Adhesive ( 37 ) 7345010-CA05-03 CA -Carpet Adhesive ( 38) 7345010-CA05-01 CA -Carpet Adhesive ( 39) 7345010-CA05-02 CA -Carpet Adhesive ( 40) 734501 O-CA06-03 CA -Carpet Adhesive ( 41 ) 734501 O-CA06-02 CA -Carpet Adhesive ( 42) 7345010-CA06-01 CA -Carpet Adhesive ( 43 ) 734501 O-CA07-03 CA -Carpet Adhesive ( 44 ) 734501 O-CA07-02 CA -Carpet Adhesive ( 45) 734501 O-CA07-01 CA -Carpet Adhesive ( 46) 734501 O-CA08-03 CA -Carpet Adhesive -� ( 47) 7345010-CA08-02 CA -Carpet Adhesive ( 48) 7345010-CA08-01 CA -Carpet Adhesive—� ( 49 ) 7345010-CA09-01 CA -Carpet Adhesive ( 50 ) 7345010-CA09-02 CA -Carpet Adhesive ( 51 ) 7345010-CA09-03 CA -Carpet Adhesive ( 52 ) 7345010-CDW01-03 COW -Composite Drywall, Tape & A. cmpd ( 53 ) 7345010-CDW01-02 CDW-Composite Drywall, Tape & A. cmpd ( 54 ) 7345010-CDW01-04 COW -Composite Drywall, Tape & A. cmpd � ( 55 ) 7345010-CDW01-01 CDW-Composite Drywall, Tape & it. cmpd --� (signaturelco) RELINQUISHED BY: (date/time) (sl re/ o) RECEIVED BY: (dateltime) C `a• o U j �� . is Scientist and Fn&em Environmental Lab Project #: Chain of Custody Page 4 of 13 J cob io" ^ :j Building ID: CHE Project/Client: City of Fort Collins Laboratory Submitted To: RESI Project Number. 7345-010 Sample Date: 6/17/2008 Contact Name: Mike Castell Invoice To: Walsh Environmental Contact Phone: (970) 567-3893 Contact Email: mcastell@walshenv.com Phone: (970) 223-5655 Fax. (970) 223-8577 Walsh Email: tsanders@waishenv.com ( 56 ) 7345010-MW02-01 CDW-Composite Drywall, Tape & A. Cmpd ( 57 ) 7345010-CDW02-02 COW -Composite Drywall, Tape & Jt.—�� Cmpd ( 58 ) 7345010-CDW02-03 CDW-Composite Drywall, Tape & A. —� Cmpd ( 59 ) 7345010-CDW02-04 CDW-Composite Drywall, Tape & Jt. Cmpd ( 60 ) 7345010-CDW03-02 cdw-Composite Drywall, Tape & Jt—� Cmpd ( 61 ) 7345010-CDW03-01 odw-Composite Drywall, Tape & A Cmpd ( 62 ) 734501 O-CDW03-03 cdw-Composite Drywall, Tape & Jt Cmpd ( 63 ) 7345010-CK01-01 CK-Caulking (interior/exterior) ( 64) 7345010-CK01-02 CK-Caulking (interior/exterior) ( 65) 7345010-CK01-03 CK-Caulking (interior/exterior) ( 66) 7345010-CK02-03 CK-Caulking (interiodexterior) ( 67 ) . 734501O-CK02-02 CK-Caulking (interior/exterior) ( 68) 734501O-CK02-01 CK-Caulking (interior/exterior) ( 69) 734501O-CK03-02 CK-Caulking (interior/exterior) ( 70) 734501O-CK03-03 CK-Caulking (interior/exterior) ( 71 ) 7345010-CK03-01 CK-Caulking (interior/exterior) ( 72) 7345010-CK04-03 CK-Caulking (interior/exterior) ( 73) 7345010-CK04-02 CK-Caulking (interior/exterior) ( 74) 7345010-CK04-01 CK-Caulking (interior/exterior) (signaturelco) RELINQUISHED BY: (dateltime) (s' natu o) RECEIVED BY: (date/time) ,� o =iaT Environmeral Scientists and Engineers LLC Chain of Custodycoc Page 5 of 13 P. Lab Project M r Building ID: CHE Project/Client: City of Fort Collins Laboratory Submitted To: RESI Project Number: 7345-010 Sample Date: 6/17/2008 Contact Name: Mike Castell Invoice To: Walsh Environmental Contact Phone: (970) 567-3893 Phone: (970) 223-5655 Fax: (970) 223-8577 Contact Email: mcastell@waishenv.com Walsh Email: tsander>@walshenv.com ( 75) 7345010-CK05-03. CK-Caulking (interior/exterior)--1 ( 76) 7345010-CK05-01 CK-Caulking (interior/exterior) ( 77) 7345010-CK05-02 CK-Caulking (interior/exterior) ( 78) 7345010-CKO6-03 CK-Caulking (interior/exterior) ( 79) 7345010-CKO6-02 CK-Caulking (interior/exterior) ( 80) 7345010-CK06-01 CK-Caulking (interior/exterior) ( 81 ) 734501O-CK07-01 CK-Caulking (interior/exterior) ( 82) 7345010-CK07-02 CK-Caulking (interior/exterior) ( 83) 7345010-CK07-03 CK-Caulking (interior/exterior) ( 84) 7345010-DT01-02 DT-Duct TapeM/rap ( 85) 7345010-DT01-01 DT-Duct Tape/Wrap ( 86) 7345010-DT01-03 DT-Duct Tape/Wrap ( 87 ) 7345010-DT02-01 DT-Duct Tape/Wrap ( 88 ) 7345010-DT02-02 DT-Dud Tape/Wrap ( 89) 7345010-DT02-03 DT-Dud Tape/Wrap ( 90) 7345010-DT03-01 DT-Dud Tape/Wrap ( 91 ) 734501 O-DT03-02 DT-Duct TapeM/rap �— ( ' 92) 7345010-DT03-03 DT-Dud Tape/Wrap ( 93) 73450104DWO1-02 DW-Orywall/Wallboard/Gypsum Board ( 94) 7345010-DW01-01 DW-Drywall/Wallboard/Gypsum Board ( 95) 7345010-DW01-03 DW-DrywalUWallboard/Gypsum Board (signature/co) PL N ISHED BY: (dateltime) (si to co) RECEIVED BY: (datettime) 2 A&Wals Envirommdat Scientists and Engines LLC Chain of Custody Page 6 of 13 Lab Project #: Building ID: CHE Project/Client: City of Fort Collins Laboratory Submitted To: RESI Project Number. 7346-010 Sample Date: 6/17/2008 Contact Name: Mike Castell Invoice To: Walsh Environmental Contact Phone: (970) 567-3893 Phone: (970) 223-5655 Fax. (970) 223-8577 Contact Email: mcastell@walshenv.com lWalsh Email: tsanders@walshenv.com ( 96) 7345010-FB01-02 FB-Fire Brick 32 ( 97) 7345010-FB01-03 FB-Fire Brick 32 ( 98) 7345010-FB01-04 FB-Fire Brick 32 ( 99) 7345010-FB01-01 FB-Fire Brick 32 ( 100) 7345010-FTC01-02 FTC -Floor Tile & Assoc. Mastic ( 101 ) 7345010-FTC01-03 FTC -Floor Tile & Assoc. Mastic —� ( 102) 7345010-FTC01-01 FTC -Floor Tile & Assoc. Mastic ( 103) 7345010-FTCO2-03 FTC -Floor Tile & Assoc. Mastic ( 104) 7345010-FTCO2-02 FTC -Floor Tile & Assoc. Mastic ( 105) 7345010-FTCO2-01 FTC -Floor Tile & Assoc. Mastic—i� ( 106) 7345010-FTC03-01 FTC -Floor Tile & Assoc. Mastic �( 107) 7345010-FTC03-02 FTC -Floor Tile & Assoc. Mastic ( 108) 7345010-FTC03-03 FTC -Floor Tile & Assoc. Mastic ( 109) 7345010-FTC04-03 FTC -Floor Tile & Assoc. Mastic ( 110) 7345010-FTC04-02 FTGFloor Tile & Assoc. Mastic f ( 111 ) 7345010-FTC04-01 FTC -Floor Tile & Assoc. Mastic ( 112) 7345010-FTC05-02 FTC -Floor Tile & Assoc. Mastic ( 113) 7345010-FTC05-03 FTC -Floor Tile & Assoc. Mastic �— ( 114) 7345010-FTC05-01 FTC -Floor Tile & Assoc. Mastic ( 115) 7345010-FTC06-03— FTC -Floor Tile & Assoc. Mastic --� ( 116) 7345010-FTC06-02 FTC -Floor Tile & Assoc. Mastic ( 117 ) 7345010-FTC06-01 FTC -Floor Tile. & Assoc. Mastic (signature/co) REUNQUI BY: (dateltime) (signaturelco) RECEIVED BY: (date/tlme) o rs�t�bacy �wi Environmental Scientists and Engineers LLC Building ID: CHE Laboratory Submitted To: RESI Sample Date: 6/17/2008 Invoice To: Walsh Environmental Phone: (970) 223-5655 Fax: (970) 223-8577 Page 7 of 13 (Lab Project #: Chain of Custodycoc icl� rt =1 Project/Client: City of Fort Collins Project Number: 7345-010 Contact Name: Mike Castell Contact Phone: (970)567-3893 Email: ( 118) 7345010-FTC07-03 FTC -Floor Tile & Assoc. Mastic ( 119) 7345010-FTC07-02 FTC -Floor Tile & Assoc. Mastic ( 120 ) 7345010-FTC07-01 FTC -Floor Tile & Assoc. Mastic I { ,121) 7345010-FTC08-02 FTC -Floor Tile & Assoc. Mastic ( 122) 7345010-FTC08-01 FTC -Floor Tile & Assoc. Mastic ( 123) 7345010-FTC08-03 FTC -Floor Tile & Assoc. Mastic ( 124) 7345010-FTC09-02 FTC -Floor Tile & Assoc. Mastic-� ( 125) 7345010-FTC09-01 FTC -Floor Tile & Assoc. Mastic ( 126) 7345010-FTC09-03 FTC -Floor Tile & Assoc. Mastic ( 127 ) 7345010-FTC10-01 FTC -Floor rite & Assoc. Mastic -1 ( 128) 7345010-FTC10-03 FTC -Floor Tile & Assoc. Mastic--� ( 129) 7345010-FTC10-02 FTC -Floor Tile & Assoc. Mastic ( 130) 7345010-FTC11-03 FTC -Floor Tile & Assoc. Mastic ( 131 ) 734501 0-FTC1 1-02 FTC -Floor Tile & Assoc. Mastic ( 132) 7345010-FTC11-01 FTC -Floor Tile & Assoc. Mastic ( 133) 7345010-FTC12-02 FTC -Floor Tile & Assoc. Mastic ( 134) 7345010-FTC12-01 FTC -Floor Tile & Assoc. Mastic ( 135) 7345010-FTC12-03 FTC -Floor Tile & Assoc. Mastic ( 136) 7345010-FTC13-04 FTC -Floor Tile & Assoc. Mastic1 ( 137) 7345010-FTC13-01 FTC -Floor Tile & Assoc. Mastic ( 138) 7345010-FTC13-03 FTC -Floor Tile & Assoc. Mastic--� ( 139) 7345010-FTC13-02 FTC -Floor Tile & Assoc. Mastic 3ignature/co) RELINQUISHED B (date/time) (si nature/co) RECEIVED BY: (date/time) City, CoWns Table 1 Sampling Strategy Material g, ° Hoi<nogeno s4 MnumumNu>Dnber of �z urea ti #'x „Sam les toleCollected, Friable < 1000 Square Feet 3 Surfacing 1000 to 5000 Square Feet 5 > 5000 Square Feet 7 Thermal ----- Linear 3 System Feet/Square Insulation Feet/Each Miscellaneous ----- Linear Inspector's Discretion Materials Feet/Square Feet/Each City inspectors collected bulk samples in a random and representative manner. Samples were collected by obtaining a sample that included all layers within the suspected material. Each sample was identified and documented on field sampling worksheets; please see Appendix B for field sampling worksheets. Upon completion of the sample collection, the numerical identification information was transferred to a chain of custody document to accompany the samples to the analytical laboratory. The chain -of - custody forms can be found in Appendix C. 2.5 Laboratory Analysis for Asbestos The bulk samples were submitted for analysis to Reservoirs Environmental, Inc. Reservoirs Environmental, Inc. is an accredited laboratory by EPA's National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of the bulk samples was performed using PLM to determine asbestos type and content. The PLM analyses are reported as percent asbestos by weight and by a calibrated visual estimation. Copies of the laboratory results and chain -of -custody documentation are included in Appendix C. 3 Asbestos Inspection Findings Five (5) bulk samples were collected from multiple. suspect materials at the location. EPA and OSHA define ACM as material containing more than once percent asbestos or a material that is assumed to contain asbestos. Two (2) samples from suspect materials were found to contain greater than one percent asbestos. 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 -WQis Environmental Scientists and Engineers LLC Chain of Custody Page 8 of 13 Lab Project #: 5 $ coc:jo;=L_. �.=R==1 Building ID: CHE Project/Client: City of Fort Collins Laboratory Submitted To: RESI Project Number: 7346-010 Sample Date: 6/17/2008 Contact Name: Mike Castell Invoice To: Walsh Environmental Contact Phone: (970) 567-3893 Phone: (970) 223-5655 Fax: (970) 223-8577 Contact Email: mcastell®walshenv.com lWalsh Email: tsanders@walshenv.com ( 140 ). 7345010-FTC14-02 FTC -Floor Tile & Assoc. Mastic ( 141) 7345010-FTC14-01 FTC -Floor Tile & Assoc. Mastic—� ( 142) 7345010-FTC14-03 FTC -Floor Tile & Assoc. Mastic ( 143) 7345010-FTMOI-03 FTM-Floor Tile Mastic—� ( 144) 7345010-FTMOI-01 FTM-Floor Tile Mastic ( 145) 7345010-FTM01-02 FTM-Floor Tile Mastic ( 146) 7345010-GM01-03 GM -Gasket Material 48 ( 147) 734501 O-GM01 -02 GM -Gasket Material 48 ( 148) 7345010-GM01-01 GM -Gasket Material 48 �— ( 149) 7345010-GM02-01 GM -Gasket Material 49—� ( 150) 734501 O-GM02-03 GM -Gasket Material 49 ( 151 ) 734501 O-GM02-02 GM -Gasket Material 49 ( 152) 7345010-HS01-01 HS-Heat Shield 50 ( 153) 7345010-HS01-02 HS-Heat Shield 50 ( 154) 7345010-HS01-03 HS-Heat Shield 50—� ( 155) 7345010-HVC01-01 HVC-HVAC Connector ( 156) 7345010-LIP01-02 LIP -Lay -in Ceiling Panel1 ( 157) 7345010-LIP01-01 LIP -Lay -in Ceiling Panel ( 158) 7345010-LIP01-03 LIP -Lay -in Ceiling Panel. ( 159) 734501O-LIP02-04 LIP -Lay -in Ceiling Panel —� ( 160) 7345010-LIP02-02 LIP -Lay -in Ceiling Panel ( 161 ) 7345010-LIP02-03 LIP -Lay -in Ceiling Panel—� ( 162) 7345010-LIP02-01 LIP -Lay -in Ceiling Panel (signature/co) RELINQUISHED BY: dateltlme) (signs re/co) RECEIVED BY: (dateltime) Page 9 of 13 En�1i ntal Sc�ien� and Enginem LLc Lab Project #: Chain of Custody Building ID: ICHE Project/Client: City of Fort Collins Laboratory Submitted To: IRESI Project Number: 7345-010 Sample Date: 6/17/2008 Contact Name: Mike Castell Phone: (970) 223-5655 Fax: (970) 223 8577 vvnwi.a cnan. n waau� wa anonr.wu Walsh Email: tsanders@walshenv.com ( 163 ) 7345010-LIP03-01 LIP -Lay -in Ceiling Panel—� (' 164 ) 7345010-LIP03-03 LIP -Lay -in Ceiling Panel ( 165) 7345010-LIP03-02 LIP -Lay -in Ceiling Panel ( 166) 7345010-LIP04-01 LIP -Lay -in Ceiling Panel--� i ( 167) 7345010-LIP04-03 LIP -Lay -in Ceiling Panel ( 168) 7345010-LIP04-02 LIP -Lay -in Ceiling Panel (.169) 7345010-LIPO5-01 LIP -Lay -in Ceiling Panel—� ( 170) 7345010-LIP05-02 LIP -Lay -in Ceiling Panel ( 171 ) 7345010-LIP05-03 UP -Lay -in Ceiling Panel (' 172 ) 73450104M01-02- . MA-Adhesive/Mastic, Misc. ( 173) 7345010-MA01-01 MA-Adhesive/Mastic, Misc.--� ( 174) 73450104V A01-03 MA-Adhesive/Mastic, Misc. 1 ( 175) 7345010-MA03-02 MA-Adhesive/Mastic, Misc. ( 176) 73450104MA03-03 MA-Adhesive/Mastic, Misc. ( 177) 7345010-MA03-01 MA-Adhesive/Mastic, Misc. ( 178) 73450104 M04-01 MA-Adhesive/Mastic, Misc. --� ( 179) 7345010-MA04-03 MA-Adhesive/Mastic, Misc. ( 180) 7345010-MA04-02 MA-Adhesive/Mastic, Misc.—� ( 181 ) 73450104M05-02 MA-Adhesive/Mastic, Misc.--� ( 182) 73450104VA05-03 MA-Adhesive/Mastic, Misc. ( 183) 7345010-MA05-01 MA-Adhesive/Masdc, Misc. ( 184) 7345010-MA06-01 MA-Adhesive/Mastic, Misc. ( 185) 7345010-MA06-02 MA-Adhesive/Mastic, Misc.—� ( 186) 7345010-MA06-03 MA-Adhesive/Mastic, Misc. signatu o) ELI HED BY: (datenime) (signature/co) RECEIVED BY: (date/time) o ®4>jT Environmental Scientists and Engineers LLC Chain of Custody Building ID: CHE Project/Client: Laboratory Submitted To: REST Project Number. Sample Date: 6/17/2008 Contact Name: Invoice To: Walsh Environmental Contact Phone: Phone: (970) 223-5655 Contact Email: Fax: (970) 223-8577 1 lWalsh Email: Page 10 of 13 Lab Project #: coc ID:1 City of Fort Collins 7345-010 Mike Castell (970) 567-3893 mcastell@walshenv.com tsanders@walshenv.com ( 187) 7345010-MA07-02 MA-Adhesive/Mastic, Misc. (; 188) 7345010-MA07-03 MA-Adhesive/Mastic, Misc. ( 189) 7345010-MA07-01 MA-Adhesive/Masdc, Misc. (1 190) 7345010-MA10-01 MA-Adhesive/Mastic, Misc. ( 191 ) 73450104VA10-02 MA-Adhesive/Mastic, Misc. ( 192) 7345010-MA10-03 MA-Adhesive/Mastic, Misc. (1193) 73450104V Al 1-01 MA-Adhesive/Mastic, Misc. (` 194) 7345010-MA11-02 MA-Adhesive/Mastic, Misc.—� ( 195) 73450104MAl1-03 MA-Adhesive/Mastic, Misc. (' 196) 7345010-MA13-01 MA-Adhesive/Mastic, Misc. ( 197) 7345010-MA13-03 MA-Adhesive/Mastic, Misc. ( 198) 7345010-MA13-02 MA-Adhesive/Mastic, Misc. ( ' 199 ) 7345010-MA14-03 MA-Adhesive/Mastic, Misc. ( 200) 7345010-MA14-02 MA-Adhesive/Mastic, Misc. (:201 ) 7345010-MA14-01 MA-Adhesive/Mastic, Misc. ( 1202) 7345010-MA14-04 MA-Adhesive/Mastic, Misc.—� ( 203) 7345010-MS01-01 MS -Sealants, Misc. ( 204) 7345010-MS01-03 MS -Sealants, Misc. ( '205) 734501O MS01-02 MS -Sealants, Misc. �— ( 206) 7345010-MS02-01 MS -Sealants, Misc. ( 207) 7345010-MS02-02 MS -Sealants, Misc. ( 208) 7345010-MS02-03 MS -Sealants, Misc.—� (signature/co) R I ISH (date/time) (signature/co) RECEIVED BY: (dateltime) /_s Q AhWal h Environmental Scientists and ft&em LLC Lab Project #: j Chain of Custody-cocid��� Page 11 of 13 � _=1 Building ID: Laboratory Submitted To: Sample Date: Invoice To: ( 209 ) 7345010-MS03-02 CHE RESI 6/17/2008 Walsh Environmental Phone: (970) 223-5655 Fax: (970) 223-8577 MS -Sealants, Misc. Project/Client: City of Fort Collins Project Number. 7345-010 Contact Name: Mike Casteil Contact Phone: 970 567-3893 Contact Email: mcastell@walshenv.com lWallsh Email: tsanders@walshenv.com (i 210 ) 7345010-MS03-01 MS -Sealants, Misc. �— ( 211 ) 7345010-MS03-03 MS -Sealants, Misc. ( 212 ) 7345010-MS04-03 MS -Sealants, Misc. ( 213) 7345010-MS04-02 MS -Sealants, Misc. ( 214) 7345010-MSO4-01 MS -Sealants, Misc. (215 ) 7345010-MS05-02 MS -Sealants, Misc.--� (1216) 7345010-MS05-03 MS -Sealants, Misc. ( 217) 7345010-MS05-01 MS -Sealants, Misc.--� ( 218 ) 7345010-PF01-01 PF-Pipe Fitting Insulation 72� ( 219) 7345010-PF01-02 PF-Pipe Fitting Insulation 72 (.220) 7345010-PF01-03 PF-Pipe Fitting Insulation 72 ( 221 ) 7345010-PL01-01 PL-Plaster ( 222) 7345010-PL01-02 PL-Plaster—� ( i223) 7345010-PL01-03 PL-Plaster ( 224) 7345010-PL02-09 PL-Plaster ( 225) 734501O-PL02-01 PL-Plaster ( 226) 7345010-PL02-08 PL-Plaster ( +227 ) 7345010-PL02-03 PL-Plaster ( 228) 734501O-PL02-04 PL-Plaster ( 229) 7345010-PL02-05 PL-Plaster ( 230) 7345010-PL02-06 PL-Plaster----� ( 231 ) 7345010-PL02-07 PL-Plaster ( 232 ) 7345010-PL02-02 PL-Plaster (signature/co LINQUISH BY: (date/time) (sign reo) RECEIVED BY: (dat/e/�time) Walsh Environmental Scientists and Engineers LLC ( 233 ) 7345010-PL03-03 - PL-Plaster Page 12 of 13 Lab Project M Z`i Chain of Custodycoc ( 234) 7345010-PL03-02 PL-Plaster——� ( 235) 7345010-PL03-01 PL-Plaster ( 236) 7345010-PS01-03 PS -Pipe Sealant--� (; 237 ) 7345010-PS01-01 PS -Pipe Sealant ( 238) 7345010-PS01-02 PS -Pipe Sealant ( 239 ) 7345010-SVF01-01 SVF-Sheet Vinyl Flooring 771 ( 240) 7345010-SVF01-02 SVF-Sheet Vinyl Flooring 77 ( 241 ) 7345010-SVF01-03 SVF-Sheet Vinyl Flooring 77 ( 242) 7345010-TS01-04 TS-Textured Surfacing ( 243) 7345010-TS01-02 TS-Textured Surfacing—� (,244) 7345010-TS01-01 TS-Textured Surfacing ( 245) 734501 0-TS01 -03 TS-Textured Surfacing �— ( 246) 7345010-TS02-02 TS-Textured Surfacing ( 247) 7345010-TS02-03 TS-Textured Surfacing ( 248) 7345010-TS02-01 TS-Textured Surfacing { 249) 7345010-TS03-04 TS-Textured Surfacing ( 250 ) 7345010-TS03-01 TS-Textured Surfacing—� ( 251 ) 7345010-TS03-03 TS-Textured Surfacing ( 252 ) 7345010-TS03-02 TS-Textured Surfacing ( 253) 7345010-WC01-02 '' WC -Window Caulking ( 254 ) 7345010-VIC01-03 WC -Window Caulking ( 255 ) 7345010-WC01-01 WC -Window Caulking (signs /co) RELINQUISHED BY: (date/time) (si nature/co) RECEIVED BY: (date/Ume) a -� wu) � OlD .h alsh Environmental Sclentista and Engineers LLC i Page 13 of 13 Lab Project M (��C Chain of Custody ( 256 ) 7345010•WCO2-01 WC -Window Caulking ( 257) 7345010-WCO2-02 WC-Windcw Caulking ( '258) 7345010-WCO2-03 WC -Window. Caulking--� (signaturelco) R LINQUl! D Y: (date/time) (signature/co) RECEIVED BY: (dateltime) r REl LAB Reservoirs Environmental, July 8, 2008 Laboratory Code: RES Subcontract Number: Laboratory Report: Project Description: Michael Castell Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 Dear Customer, NA RES 157741-1 7345-010 COFC City Hall East /nC. Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code # 101896 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 157741-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, r Jeanne Spencer Orr President A� . Analyst(s): Paul D. LoScalzo Paul F. Knappe Michael Scales Nancy R. Adams P: 303-964-1986 F: 303-477-4275 Wenlong Liu Rich Wegrzyn Adam Humphreys 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RES I -ENV www.reilab.com RESERVOIRS ENVIRONMENTAL, INC. NVLAP Accredited Laboratory # 101896 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O. Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 157741-1 Walsh Environmental - (F.C.) 7345-010 COFC City Hall East July 7, 2008 PLM, Short Report 2 Hour July 7, 2008 Page 2 of 2 Analyst: NRA / PDL Client Sample Lab ID Number L A Sub Asbestos Content"` " v on Asbestos on - Fibrous Number Y Physical Part Fibrous Component E Description (%) Mineral visual Components (%) R Estimate (% (%) 7345010-PF01-04 EM 300968 A White fibrous wrap 10 ND 97 3 B Gray insulation 90 ND 15 85 ND=None Detected TR=Trace, <1% Visual Estimate Trem-Act=Tremolite-Acti nol ite Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<l%. Data QA Due Date: / U .Inh# ���� �e Reservoirs En virnnmen tai, Inc_ Due Time: RES 157741 5801 Logan St. Denver, CO 80216 - Ph: 303 964-1986 • Fax 303-477-4275 - Toll Free :866 REST -ENV SUBMITTED BY: INVOICE TO: (IF DIFFERENT) CONTACT INFORMATION: company. Walsh Environmental company Contact: Michael P. Castell Contacr: Troy C. Sanders Address: 2629 Redwing Road Suite 280 Address: Phone: 970-223-5655 Porte: 970-223-5655 Fort Collins, CO 80526 Fax: 970-223-8577 Fax 970-223-8577 Cell/pager. 970-567-3893 CaNpagec 970-215-3004 Piuleul Nuinuef and/w P.O. N: 7345-010 Final Data Deliverable Email Address: mcastell(c7Walshenv.COm Project Desuptio /Location: COFC City Hall East ASBESTOS LABORATORY HOURS: Weekdays: 7am - 7pm REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES: PLM /PCM /TEM _XX_ RUSH (Same Day) _ PRIORITY (Next Day) _STANDARD (Rush PCM = 2hr, TEM = 6hr.) n 0 a . m J $ _ to a W 0 + m N N O — Cn J 9 ¢ 3 .E ro rn p c V "if r 0 a n 'C - F y o D m 3 cc Q a F QQ Q m W U f rr o o °s o OD m co 41 a � o w o Air = A Bulk= B Dust = D Paint = P CHEMISTRY LABORATORY HOURS: Weekdays: 8am - 5pm Soil = S wipe = W Metal(s) I Dust _ RUSH _ 24 hr. _3-5 Day RCRA 8 /Metals 8 Welding "Prior notification is RUSH 5 day10 day required for RUSH FumO Scan ! TCLP — — y turnarounds." Organics _ 24 hr. _ 3 day _5 Day Drinking Water = DW Waste Water = WW Other = O '•ASTM E1792 approved wipe media only" E O w E a to J rn . y tJ m 12 m o V ak Date Collected mm/dd/yy Time Collected hh/mm a/p -Analysis turnarounds are subject to laboratory sample volume and are not guaranteed. You will be notifited If delays are expected. Additional fees apply for afterhours holidays for all analysis types." Special instructions: EM Number (Laboratory Use Only) Y) Client sample ID number (Sample ID's must be unique) 1 7345010-PF&-04 4 5 7 10 -I 13 I I I I �i I I l I I ( H -I Number of samples received: (Additiional samples shall be listed on attached long form.) NOTE: REI will analyze Incoming samples based upon information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data. By signing client/company representative agrees that submission of the iollowmg Samples Tor requesteo anary5m as imicateo on sus Ana of ,uswoy snau wnsututu an andryucai sC1yR:es ayi enllinta WIn1 paynwm m'u.. ui . t ou uays, ....... u! wtupry WRn pdymant tn1O1i nlay 1GJuu m a t A'A nlVnuuy ItiWltlSl Suiaimyn. Relln UlShed B Date/Time: TG C �9. Sample Condition: On ice Temp. (F°) YIN Sealed YIN Intact Laboratory Use Only i ` it r Received By: ) DatefTime: U rrier: Results: ContactIN gage on Email Fax Date k ime Initi Contact Page Phone Email Fax Date Time Initials Contact 8age Phone Email Fax Date Time Initials lContact Page Phone Email Fax Date Time Initials f/1An Walsh Environmental Scientists and Engineers, LLC APPENDIX C ACM LOCATIONS SECTION SUMMARY This section identifies and locates those materials that are confirmed and assumed ACM. EPA defines ACM as material containing greater than one percent asbestos or that is assumed to contain asbestos. The inspection and analytical results identify materials containing greater than one percent asbestos. This section and Appendix B contain most of the technical information concerning sampling and analysis. This confirmed ACM location information is provided in the following subsections. • Asbestos -Containing Building Material List: Provides a report of the confirmed ACMs at the Site. • Drawings of Confirmed ACM: shows the approximate locations of asbestos -containing materials at the Site. 6documents and scttings\nuastcll\desktop\city hall cast\7345-010 city hall cast asb-pb rpt.doc.07.14.08 F6rtCollins City of 220 Mathews, Boiler inspection (ACM) Report June 8, 2010 Fort Collins Utilities Regulatory and Government Affairs Division 700 Wood Street Fort Collins, CO 80522 970.221.6900 970.221.6970 - fax fcgov.com/utifities Confirmed ACMs Present at the 220 Mathpwc Groot RrAlnr Mi 7Cin,.a ! `..77;.... 1► r._, .._.._ BUILDING: City Hall East (CHE) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS MCA-CarpetAdhesive CA04 Dark yellow with remnant black hard adhesive Carpet Adhesive -Hard associated with - 219 Floor, 84 SF Good Low CA04 Total Qty 84 CA06 Red Carpet Adhesive- associated with Blue carpet- 306 Floor, 225 SF Good Low 310 Floor, 240 SF Good Low 311 Floor, 128 SF Good Low 312 Floor, 144 SF Good Low 313 Floor, 144 SF Good Low 314 Floor, 1,131 SF Good Low 315 Floor, 220 SF Good Low 316 Floor, 204 SF Good Low 317 Floor, 126 SF Good Low 318 Floor, 108 SF Good Low 319 Floor, 220 SF Good Low CA06 Total Qty Z890 CA -Carpet Adhesive Total Qty 2,974 CB -Cement Board/Panels CB01 White Cement Board/Panels- associated with Fume Hood- 131 E. wall, 1 EA Good Low CB01 Total Qty 1 CB -Cement Board/Panels Total Qty 1 ,CK-Caulking (interior/exterior) CK01 yellow Caulking (interior/exterior)- associated with Penthouse electrical conduit - Roof Floor, 4 EA Good Low CK01 Total Qty 4 CK02 Black Caulking (interior/exterior)- associated with Penthouse electrical conduit - Roof Floor, S. wall, W. wall, 4 EA Good Low exterior and interior Other CK02 Total Qty 4 CK05 White Caulking (interior/exterior)-Malleable associated with Entry doors- XE1 Other 25 LF Good Low around door seems CK05 Total Qty 25 CK-Caulking (interior/exterior) Total Qty 33 —Walsh. Page 1 of 8 Environmental Scientists and Engineers LLC FDM01 Total Qty 1 FDM-Fire Door Material Total Qty 1 Page 2 of 8 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY MATERIAL TYPE AND ID City of Fort Collins City Hall East BUILDING: City Hall East (CHE) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS ,FTC -Floor Tile & Assoc. -Mastic FTC01 12"X12" White with grey mottling Floor Tile & Assoc. Mastic- associated with Basement -Black Mastic 131 Floor, 203 SF Good Low 137 Floor, 220 SF Good Low 328 Floor, 85 SF Good Low 331 Floor, 28 SF Good Low FTC01 Total Qty 536 FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic 118 Floor, 81 SF Good Low 120 Floor, 90 SF Good Low 121 Floor, 50 SF Good Low 122 Floor, 54 SF Good Low 123 Floor, 108 SF Good Low 141b Floor, 40 SF Good Low FTC05 Total Qty 422 FTC06 12"X12" Olive green Floor Tile & Assoc. Mastic- associated with -Black mastic 119 Floor, 33 SF Damaged Low FTC06 Total Qty 33 FTC07 9"X9" White with grey spots Floor Tile & Assoc. Mastic- associated with - 232 Floor, 24 SF Good Low entry FTC07 Total Qty 24 FTC08 9"X9" Light olive with red stripes Floor Tile & Assoc. Mastic- associated with - 212 Floor, 119 SF Good Low 1/2 of flooring 232 Floor, 133 SF Good Low 1/2 of flooring 321 Floor, 500 SF Good Low FTC08 Total Qty 752 FTC10 Biege with red and black streaks Floor Tile & Assoc. Mastic- associated with - 212 Floor, 119 SF Good Low 1/2 of flooring 232 Floor, 133 SF Good Low 1/2 of flooring FTC10 Total Qty 252 FTC11 Red with biege streaks Floor Tile & Assoc. Mastic- associated with - 212 Floor, Other 17 SF Good Low 1 the width of room 232 Floor, Other 19 SF Good Low 1 the width of room FTC11 Total Qty 36 FTC13 9"X9" Light brown with red -brown and white streaks Floor Tile & Assoc. Mastic- associated with Room 113, 114, 117- A==W4�" Page 3 of 8 Environmental Scientists and Engineers LLC FBIJIi�61Nd- _City Hall East (CHE) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 114 Floor, 96 SF Good Low 117 Floor, 64 SF Good Low FTC13 Total Qty 160 FTC -Floor Tile & Assoc. Mastic Total Qty 2,215 LCTmLab ,Counter ",'Tops/Sinks LCT01 Black Lab Counter Tops/Sinks- associated with Fume hoods- 131 E. wall, 1 EA Good Low LCT01 Total Qty 1 LCT-Lab Counter Tops/Sinks Total Clty 1 Page 4 of 8 Environmental Scientists and Engineers LLC (ACBM) SORTED BY MATERIAL TYPE AND ID City of Fort EdIlins - City, Hall East I BUILDING: City Hall East (CHE)���� HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS MA-Adheshre/Mastic, Misc.` -`-- MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- 135 N. wall, E. wall, S. 392 SF Good Low wall, W. wall, 136 N. wall, E. wall, S. 416 SF Good Low wall, W. wall, 236 N. wall, E. wall, S. 160 SF Good Low wall, W. wall, 237 N. wall, E. wall, S. 336 SF Good Low wall, W. wall, 306 E. wall, S. wall, W. 760 SF Good Low 1/2 of east and west walls wall, 308 E. wall, 88 SF Good Low 329 N. wall, E. wall, S. 336 SF Good Low wall, W. wall, 330 N. wall, E. wall, S. 352 SF Good Low wall, W. wall, MA02 Total Qty Z840 MA04 112 113 114 118 119 120 121 123 125 126 129 130 131 142 201 202 203 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, a 10 SF Good S. wall, 5 SF Good S. wall, 1 SF Good S. wall, 15 SF Good E. wall, S. wall, 10 SF Good N. wall, E. wall, 10 SF Good N. wall, 3 SF Good N. wall, 4 SF Good N. wall, 2 SF Good N. wall, W. wall, 10 SF Good S. wall, 9 SF Good S. wall, 4 SF Good S. wall, W. wall, N. wall, W. wall, E. wall, S. wall, W wall, Other N. wall, W. wall, N. wall, E. wall, E. wall. 5 SF Good 26 SF Good 13 SF Good 14 SF Good Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low 14 SF Good Low 15 SF Good Low 4 SF Good Low Above ceiling kiwi" Page 5 of 8 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY MATERIAL TYPE AND ID City of Fort Collins- City Hall East BUILDING: City Hall East (CHE) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 204 E. wall, 5 SF Good Low 205 E. wall, 4 SF Good Low 206 E. wall, S. wall, W. 25 SF Good Low wall, 208 S. wall, W. wall, 15 SF Good Low 213 N. wall, W. wall, 12 SF Good Low 214 N. wall, 4 SF Good Low 215 N. wall, 4 SF Good Low 216 N. wall, E. wall, 13 SF Good Low 220 E. wall, S. wall, 25 SF Good Low 221 S. wall, 7 SF Good Low 222 S. wall, 7 SF Good Low 226 S. wall, 6 SF Good Low 227 S. wall, 25 SF Good Low 228 W. wall, 4 SF Good Low 229 S. wall, W. wall, 10 SF Good Low 230 N. wall, W. wall, 14 SF Good Low 231 N. wall, E. wall, 12 SF Good Low 233 5 SF Good Low 301 N. wall, 10 SF Good Low 302 N. wall, 7 SF Good Low 303 N. wall, 2 SF Good Low 304 N. wall, E. wall, 30 SF Good Low 310 N. wall, S. wall, W. 24 SF Good Low wall, 311 N. wall, E. wall, S. 24 SF Good Low wall, W. wall, 312 N. wall, E. wall, S. 25 SF Good Low wall, W. wall, 313 N. wall, S. wall, 9 SF Good Low 314 N. wall, E. wall, S. 45 SF Good Low Above drop -down ceiling wall, W. wall, 315 S. wall, 5 SF Good Low 316 S. wall, 8 SF Good Low 320 S. wall, 5 SF Good Low 321 S. wall, 12 SF Good Low 322 S. wall, 4 SF Good Low 324 N. wall, E. wall, S. 60 LF Good Low columns wall, W. wall, Other =_.hWidsh Page 6 of 8 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) SORTED BY MATERIAL TYPE AND ID City, of Fort Collins - City Hall East BUILDING: City Hall HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 325 S. wall, W. wall, Other 10 LF Good Low Above drop -down ceiling 326 W. wall, 4 LF Good Low 327 N. wall, E. wall, S. 30 LF Good Low Above drop -down ceiling wall, W. wall, Other MA04 Total Qty 685 MA08 Adhesive/Mastic, Misc: associated with Mirror- 225 Other 6 SF Good Low Mirror 315a Other 6 SF Good Low Mirror MA08 Total Qty 12 MA09 Adhesive/Mastic, Misc: associated with Marble wall panels- 210 N. wall, 160 SF Good Low Adhesive behind marble wall pieces MA09 Total Qty 160 MA-Adhesive/Mastic, Misc. Total Qty 3,697 CMS -Sealants, Misc. MS03 Black Sealants, Misc: associated with Previously Exterior wall -Foundation sealer 138 E. wall, S. wall, 70 SF Good Low MS03 Total Qty 70 MS -Sealants, Misc. Total Qty 70 !PF=Pipe Fitting Insulation PF02 White Pipe Fitting Insulation -fibrous hand packed associated with fiberglass- 226 Other 2 EA Damaged Moderate SE corner above ceiling PF02 Total Qty 2 PF-Pipe Fitting Insulation Total Qty 2 ,z=WvJsh Page 7 of 8 Environmental Scientists and Engineers LLC SUMMARY -OF=ASBESTOS CONTAINING BUILDING'MATERIALS (ACBM) = SORTED.BY MATERIAL TYPE,AND ID , City of Fort Collins- CityWall East !BUILDING: City Hall East (CHE) HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM ID LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS PS -Pipe Sealant: PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation- 100 Other 2 SF Good Low Above drop -down ceiling 102 Other 1 SF Good Low above ceiling 107 Other 5 SF Good Low Above ceiling 109 Other 15 SF Good Low above ceiling 130 Other 10 SF Good Low Above drop -down ceiling 132 Other 2 SF Good Low Pipes on south end 135 E. wall, 20 EA Good Low In wall cavity, quantity estimated 139a Other 50 SF Good Low Pipes above ceiling 212 Ceiling, 2 SF Good Low 214 W. wall, Other 2 SF Good Low Above drop -down ceiling 226 Other 10 SF Good Low above ceiling on pipes PS01 Total Qty 119 PS -Pipe Sealant Total Qty 119 RC -Roof Coatings RC01 Roof Coatings- associated with -Rofing materials Roof Other 7,800 SF Good Low Roof RC01 Total Qty 7,800 RC -Roof Coatings Total Qty 7,800 RSL-Roofing,Sealant� RSL01 Roofing Sealant- associated with Roof - Roof Other 500 LF Good Low Roof RSL01 Total Qty 500 RSL-Roofing Sealant Total Qty 500 jWC-Window Caulking 1 WC01 Grey Window Caulking -Malleable associated with Main entry windows- XN1 Other 140 LF Good Low Main entry windows WC01 Total Qty 140 WC -Window Caulking Total Qty 140 AM Page 8 of 8 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) -SORTED BY LOCATION City of Fort Collins - City Hall East rBUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 1 100 Corridor PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 2 SF Good Low Above drop -down ceiling { 102 Booking room PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 1 SF Good Low above ceiling 107 Patrol shift PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 5 SF Good Low Above ceiling 109 Vault PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 15 SF Good Low above ceiling ,. 111 Patrol work area MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 10 SF Good Low i" 112 Interview room MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 5 SF Good Low 112a MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 1 SF Good Low f 113 Seu work area MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall; 15 SF Good Low 114 SEU sergent FTC13 9"X9" Light brown with red -brown and white streaks Floor Tile & Assoc. Mastic- associated with Room 113, 114, 117- Floor, 96 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, S. wall, 10 SF Good Low 117 Storage FTC13 9"X9" Light brown with red -brown and white streaks Floor Tile & Assoc. Mastic- associated with Room 113, 114, 117- Floor, 64 SF Good Low =Mh Page 1 of 1 I Environmental Scientists and Engineers LLC SUMMARY:OF ASBESTOS CONTAINING BUILDINGMATERIALS e .(ACBM) - SORTED BY LOCATION City of Fort Collins City Hall East BUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 118 K-9., FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 81 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, 10 SF Good Low 119 iCS FTC06 12"X12" Olive green Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 33 SF Damaged Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 3 SF Good Low 120- DARE and Compusketch FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 90 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 4 SF Good Low 121 Poly,office - FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 50 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 2 SF Good Low 122 , . , A Poly , _ i FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 54 SF Good Low 1 123 Polygraph ` FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 108 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, W. wall, 10 SF Good Low 125 Uniform and equipment.storage MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 9 SF Good Low 126 Drying room MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 4 SF Good Low —Walsh Page 2 of 11 Environmental Scientists and Engineers LLC Fort Collins Utilities Regulatory and Government Affairs Division 700 Wood Street Fort Collins, CO 80522 970.221.6900 970.221.6970 - fax kgov.corn/utilities Inspection for Asbestos -Containing Materials 220 Mathews Street Fort Collins Museum Boiler Room Renovation Addendum Report Date: August 17, 2010 Prepared For: Ethan Cozzens City of Fort Collins Operations Se rv' es Prepared by: Matt cali, City of Fort Collins, Environmental Regulatory Specialist State of Colorado Certified Building Inspector 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 of ,.F�o�rt Collins 4 Recommendations Fort Collins Utilities Regulatory and Government Affairs Division 700 Wood Street Fort Collins, CO 80522 970.221.6900 970.221.6970 - fax kgov.com/utilifies The friable ACM (Hard, gray caulking) found present at the Fort Collins Museum Boiler room is currently regulated by the EPA or CDPHE. If it is determined that these materials will be impacted by demolition or renovation activities, it is recommended that they be removed by properly trained City staff. Category I Non -friable ACM (pipe sealant) is not required to be removed prior to demolition or renovation activities, if said material is in good condition and remains in good condition and is not rendered friable during demolition or renovation. If it is determined that these materials will be impacted by demolition or renovation activities, it is recommended that they be removed by properly trained City staff. 5 Limitations The inspection intended to identify those accessible materials that were reasonably suspect to contain asbestos, and which were expected to be impacted by the renovation activities described for the boiler renovation project. Asbestos has been added to over 3,000 products produced in the United States. This inspection does not guarantee that every potential ACM at this location has been identified and sampled. 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY LOCATION City of Fort Eollins - City Hall East BUILDING: City Hall East (CHE)'___._____ ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 129 Locked storage MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- 5 SF Good Low 130 Property/evidence offices MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, W. wall, 26 SF Good Low PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 10 SF Good Low Above drop -down ceiling 131 Lab/photo lab CB01 White Cement Board/Panels- associated with Fume Hood- E. wall, 1 EA Good Low FTC01 12"X12" White with grey mottling Floor Tile & Assoc. Mastic- associated with Basement -Black Mastic Floor, 203 SF Good Low LCT01 Black Lab Counter Tops/Sinks- associated with Fume hoods- E. wall, 1 EA Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, W. wall, 13 SF Good Low 132 Evidence vault PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 2 SF Good Low Pipes on south end . 135 Mens restroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 392 SF Good Low wall, W. wall, PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation- E. wall, 20 EA Good Low In wall cavity, quantity estimated 136 Womens restroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 416 SF Good Low wall, W. wall, i 137 Corridor FTC01 12"X12" White with grey mottling Floor Tile & Assoc. Mastic- associated with Basement -Black Mastic Floor, 220 SF Good Low -Walsh Page 3 of I I Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY LOCATION I. City of Fort Collins - City Hall East I BUILDING: City Hall East (CHE)��� ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 138 Electrical control MS03 Black Sealants, Misc.- associated with Previously Exterior wall -Foundation sealer E. wall, S. wall, 70 SF Good Low - 139a Mechanical room I PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 50 SF Good Low Pipes above ceiling . 141b „ FTC05 12"X12 Pink Floor Tile & Assoc. Mastic- associated with -Black mastic Floor, 40 SF Good Low 1 142 Patrol closet MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, S. wall, 14 SF Good Low Above ceiling W. wall, Other 201 Admin Lieutenant MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, W. wall, 14 SF Good Low (. 202, Patrol Division Commander'. MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, 15 SF Good Low 203 Community oriented policing, lieutenant MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, 4 SF Good Low . 204' Crime analysis i MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, 5 SF Good Low 205 Special bps Lieutenant MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, 4 SF Good Low 1 206 Days LTS and SGTS MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- E. wall, S. wall, 25 SF Good Low W. wall, 208 Swings,and mids LTS &-SGTS. 1 MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, W. wall, 15 SF Good Low &W, `h Page 4 of I 1 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING -MATERIALS (ACBM) - SORTED BY LOCATION City of Fort Collins City Hall East F__._. �__m____ BUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 210 Lobby :1 MA09 Adhesive/Mastic, Misc, associated with Marble wall panels- N. wall, 160 SF Good Low Adhesive behind marble wall pieces = 212 Vault FDM01 Fire Door Material- associated with - Other 1 EA Good Low Door FTC08 9"X9" Light olive with red stripes Floor Tile & Assoc. Mastic- associated with - Floor, 119 SF Good Low 1/2 of flooring FTC10 Biege with red and black streaks Floor Tile & Assoc. Mastic- associated with - Floor, 119 SF Good Low 1/2 of flooring FTC11 Red with biege streaks Floor Tile & Assoc. Mastic- associated with - Floor, Other 17 SF Good Low 1 the width of room PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Ceiling, 2 SF Good Low 213 Training;SGT MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, W. wall, 12 SF Good Low 214 Admin lieutenant MA04 Black Adhesive/Mastc, Misc.-Hard associated with Old ceiling- N. wall, 4 SF Good Low PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation- W. wall, Other 2 SF Good Low Above drop -down ceiling 215 Exec Staff Project Mgr MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 4 SF Good Low 216 , Internal Affairs SGT — MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, 13 SF Good Low i 219 Audio/visual storage j CA04 Dark yellow with remnant black hard adhesive Carpet Adhesive -Hard associated with - Floor, 84 SF Good Low 220 Training MA04 Black Adhesive/Mastc, Misc.-Hard associated with Old ceiling- E. wall, S. wall, 25 SF Good Low ==M Page 5 of 11 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS 'CONTAINING BUI'LDING MATERIALS (ACBM) SORTED BY LOCATION City of Fort Collins - City Hall East BUILDING: City Hall East (CHE) 1 ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 221 Chiefs offices MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 7 SF Good Low I 222 ° Admin aide .. MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 7 SF Good Low 225. H.C. Restroom MA08 Adhesive/Mastic, Misc - associated with Mirror - Other 6 SF Good Low Mirror 226 Break room MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 6 SF Good Low PF02 White Pipe Fitting Insulation -fibrous hand packed associated with fiberglass - Other 2 EA Damaged Moderate SE comer above ceiling PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - Other 10 SF Good Low above ceiling on pipes 227 Records.. MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 25 SF Good Low 228 Records supervisor MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- W. wall, 4 SF Good Low 229 Typist MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, W. wall, 10 SF Good Low I 230 Systems staff MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, W. wall, 14 SF Good Low I 23i . Division Commander , I MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, 12 SF Good Low hLW" Page 6 of i I Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY LOCATION City of Fort Collins - City Hall East BUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 232 Computer room FTC07 9"X9" White with grey spots Floor Tile & Assoc. Mastic- associated with - Floor, 24 SF Good Low entry FTC08 9"X9" Light olive with red stripes Floor Tile & Assoc. Mastic- associated with - Floor, 133 SF Good Low 1/2 of flooring FTC10 Biege with red and black streaks Floor Tile & Assoc. Mastic- associated with - Floor, 133 SF Good Low 1/2 of flooring FTC11 Red with biege streaks Floor Tile & Assoc. Mastic- associated with - Floor, Other 19 SF Good Low 1 the width of room 233 Copier supplies MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- 5 SF Good Low 236. , Womens Bathroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 160 SF Good Low wall, W. wall, 237 Mens Bathroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 336 SF Good Low wall, W. wall, 301 Disp lieut MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 10 SF Good Low 302 Lounge , . . MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 7 SF Good Low 303 restroom MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, 2 SF Good Low 304 Dispatch MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, 30 SF Good Low Walsh Environmental Scientists and Engineers LLC Page 7 of I I IBUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 225 SF Good Low MA02 Unknown Adhesive/Mastic, Misc, associated with Biege ceramic wall tile- E. wall, S. wall, 760 SF Good Low 1/2 of east and west walls W. wall, P Mqn MA02 Unknown Adhesive/Mastic, Misc, associated with Biege ceramic wall tile- E. wall, 88 SF Good Low CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 240 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, S. wall, 24 SF Good Low W. wall, ITYIWMVW11{IAP X111 CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 128 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, S. 24 SF Good Low wall, W. wall, CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 144 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, S. 25 SF Good Low wall, W. wall, OffCe "s CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 144 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, S. wall, 9 SF Good Low A=M&h Page 8 of I I Environmental Scientists and Engineers LLC SUMMARY.'OF ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY LOCATION City of Fort Collins - City Hall East [BUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS 314 Officers cubicles CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 1,131 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, S. 45 SF Good Low Above drop -down ceiling wall, W. wall, i 315 Div cmdr CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 220 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 5 SF Good Low 315a 'Bathroom in room 315 MA08 Adhesive/Mastic, Misc.- associated with Mirror - Other 6 SF Good Low Mirror 316 Interview/conference CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 204 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 8 SF Good Low 317 Office CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 126 SF Good Low 318 Interview CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 108 SF Good Low 319 Corridor CA06 Red Carpet Adhesive- associated with Blue carpet - Floor, 220 SF Good Low 320 Investigations reception l MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 5 SF Good Low { 321 Fraud and forgery FTC08 9"X9" Light olive with red stripes Floor Tile & Assoc. Mastic- associated with - Floor, 500 SF Good Low MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 12 SF Good Low `lUalsh Page 9 of I l Environmental Scientists and Engineers LLC BUILDING: City Hall East (CHE) ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS Hal Dean, MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, 4 SF Good Low 324.,, : - Office cubicles MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, S. 60 LF Good Low columns wall, W. wall, Other 325 Office i MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- S. wall, W. wall, 10 LF Good Low Above drop -down ceiling Other 326 Office j MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- W. wall, 4 LF Good Low 327 Victims Services coord MA04 Black Adhesive/Mastic, Misc.-Hard associated with Old ceiling- N. wall, E. wall, S. 30 LF Good Low Above drop -down ceiling wall, W. wall, Other 328 . , . Corridor FTC01 12"X12" White with grey mottling Floor Tile & Assoc. Mastic- associated with Basement -Black Mastic Floor, 85 SF Good Low j 329 Mens restroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 336 SF Good Low wall, W. wall, 1 330 Womens restroom MA02 Unknown Adhesive/Mastic, Misc.- associated with Biege ceramic wall tile- N. wall, E. wall, S. 352 SF Good Low wall, W. wall, i 331' Storage FTC01 12"X12" White with grey mottling Floor Tile & Assoc. Mastic- associated with Basement -Black Mastic Floor, 28 SF Good Low zkWG&h Page 10 of l 1 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS CONTAININGBUILDING' MATERIALS (ACBM) - SORTED BY LOCATION City of Fort Collins - City Hall East BUILDING: City Hall East (CH_E)___.._ _ -____ _._�._.__.._ _. _I ROOM ID MATERIAL DISTURBANCE HOMOGENEOUS MATERIAL LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS Roof ' Roof including penthouse. CK01 yellow Caulking (interior/exterior)- associated with Penthouse electrical conduit - Floor, EA Good Low CK02 Black Caulking (interior/exterior)- associated with Penthouse electrical conduit - Floor, S. wall, W. 4 EA Good Low exterior and interior wall, Other RC01 Roof Coatings- associated with -Rofing materials Other 7,800 SF Good Low Roof RSL01 Roofing Sealant- associated with Roof - Other 500 LF Good Low Roof ' XEl CK05 White Caulking (interior/exterior)-Malleable associated with Entry doors - Other 25 LF Good Low around door seems 1 XN1 North face exterior WC01 Grey Window Caulking -Malleable associated with Main entry windows - A Walsh Environmental Scientists and Engineers LLC Other 140 LF Good Low Main entry windows Page I I of 1 I PATROL SNIFF IOU 2iB SP G N CELL Oi 1. <> SP 51 SP HOLDING CELL IBI 51 SF ^• AI IITT 1. EIN, BOOKING ROOM ]B3 SF ORq To I55 SF ELEV. U E.IRI 145 P1 RADIO HOLDING ROOM CELL 0 OU 51 SP 4T SF HOLDING CELL 105 51 SP 11P SFIDER ELEV. B i CB' TSPL U MECNANiCAL ❑ NC � 443 0n 3 1�9Ne SiMq ccc �S' sP leo uEN� BB SF�' EVi—T 135 B.13 SF I,B CORRDOR 25B SF AUL v1211 267 SF E E.0 VAULT 13_ 2BS SF • - ECH 34 SP 131 11.1 IIBRSF UNIFORM k COUP STORAGE sF I p — • GORK 211 II OCR PO.YGPMH 129 PoLr. 103 SF OffICE 48 SP WE k [OMPu5N E1C i0`OP L'II-I t�. 4I V 1 SPA' ' = : COPIER RM 111M' 318 ;SP, = "_ 100 SP b RO OFFICE/ 7. BE PAR 12tl M B8 SF OWING RM 142LOC b INTI Ew RM 2 IBB SP W 12 SF �1 PROPEO CEVIOENCE 5 i3 'i30 SF LO CKED s I25GE BB SF IM „ sRQR. SEU wIXM AREA - 41n STSEU 3 28'S 11 9 SP 0 L 20 Feet 22a SP GIGBE B 11BE STORAGE 115 Approximate Scale y'-� ,,ryry Legend y T FTCO1-12"x12" White Floor Tile with Gray Mottling MS03-Black Sealant Associated with Previously Exterior Wall Environmental Scientists and Engineers, LLC PSO1-While Pipe Sealant in Fiberglass Insulation Confirmed ACM Location Map u?'N" FTC06-12"x12" Olive Green Floor Tile City Hall East —Basement y 1 FTC13-9"x9" Light Brown Floor Tile with Fort Collins, Colorado Red, brown, and White Streaks Job 7345-010 Date 7/08 Figure 1 ■ MA04-Black Adhesive Associated with Old Ceiling Appendix A: Qualifications Robin Jones inspection (ACM) Report September 29, 2009 Fort Collins zaa N111P: COuu N OM-C ApuIN. LIEUIEwuI 212 SF 204 Sf 20'2 4 2U1 permen ❑ C `u0 tt ORIENTED PDUCING LIEUTENANT 209 IU5 SF S}AIR SECREIARr/ RECEPrqN CRIME preller/broaerlr& 290 SF ANALxSiS (2) Iza sP 2Bn 2117 5 IT, 'IT, su,Ds .❑ JC 24T SPr 20S PATROL SPEC4L OPS ELEV. �Il"/[.zI.Y UEUiCwui ENiPY 110 SP n ' 247E SF 2111S OAVS LiS & —S CORRIDOR 003 SF I SiaRs 165 SP ...._1..- ...I... 211 20E CORRIDOR 9 P el SF lI�1 I COPIER, SUPPLIES +..: 21D _ IABBY NC.-�..�... 291 SF'._'._L.. •-- 213 7 { a24 SF ' 1_....... I_. _.._+--1 -t-+ _ i I... ... 7_., rnnwwc .j......0 t':: ...{. COUNTER N.0 RESTRM 22J--..�._ L� 12B r5F 1 .1..-j.-. C uWiE I A214 ... ... .... ... ....... ...... ...1ROOM�...... .. .. 8 SP / �. I ADUIN. AiOE OMIN, f 2BB SP-i--+_T.. r ._:... ... ..-.. ... .... 128 21.r BREPH ROOM -I._ . ... ....-.-- rW22B SP IBa SF SF. IVIS10N COMMAN {.-. .. ...f_... .. �r P E SrnFF R 116 MCR 110 SF 116 SP 2lfr w gal :...I...}�� -'2Pi 22q ER L - 2'21 CORRIDOR Sr5rEM5 S1Arr 22'l 174 SF Nrw FS w Apuw. AIDE 158 SF nR SF IIJ{I®��) IBa SP 2'21 w RECORDS i�� V - CHIEFS SLOB. O Il 1098 SF —CE 5 SF $ Il 288 SF•� ` b S. CORRIDOR GONG) 99 SF zzD TRII NING z2n O 519 SF ze DSF CUPLtltEES ONLY PATIO 2La 219 ttPbi 221 SP AUDIO/,� NSUAL SrORACE 'tlA SP' 0 20 Feet Approximate Scale Legend FTC08-9"x9" Light Olive Floor Tile with Red Stripes I_ll FTC10—Beige Floor Tile with Red & Black Streaks FN FTC07-9"x9" White Floor Tile with Gray Spots CA04—Dark Yellow Carpet Adhesive MA04—Black Adhesive Associated with Old Ceiling ■ FTC11—Red Floor Tile with Beige Streaks PF02—White Fibrous Hand Packed Fitting Insulation ® WCO1—Grey Malleable Caulking Associated with Entry Windows PSO1—White Pipe Sealant in Fiberglass Insulation CK05—White Malleable Caulking aaa •� DiSP. DEui. LODNDE 10e SF 1]0 SP 301 sot (RASED ROOR) a29 sP ao+ " 307 CORR. sod "URMENT 21] SF D6P♦icn " (RPISED FLOOR) _ +eo sF J01 \ I B2 SP "suc� \R.nsoRs nc1., 3o5 D;v. suP en wOME 5 siPoR \!B \ � i !20 6ILO\ CE SERNCES F, i ; •{ \ ERCG \ \ COORD. - 3 LOBBT wuTwG u+0 SP 1 tE CORN.` 0 FCE D04 O � rRAUri ANa T7}RRV 00 SP -::.....: 5 ....._._. a20 i �.�\ \\.\\. \' .. \ O `�\ '\3iA\ . `•\\ Ti EONFC 1'2G RENCC�\ \ \\ \ \ 194 SF ii SF 324 \� OFFICE BD SF a2a 0 20 Feet Approximate Scale Legend _��� FTC01-12"x12" White Floor Tile with Gray Mottling Environmental Scientists and Engineers, LLC HS01—Silver Faced Paper Heat Shield Confirmed ACM Location Map i FTC08-9"x9" Light Olive Floor Tile with Red Stripes City Hall East —Second Floor ■ MA04—Black Adhesive Associated with Old Ceiling Fort Collins, Colorado Job 7345-010 Date 7/08 Figure 3 CA06—Red Carpet Adhesive PENTHOUSE 0 20 Feet ' Approximate Scale Legend =Walsh ■ CKOI—Yellow Caulking on Penetrations Environmental Scientists and Engineers, LLC CK02—Black Caulking on Penetrations Confirmed ACM City Hall East Location Map —Penthouse Fort Collins, Colorado Job 7345-010 Date 7/08 Figure 4 'OLD"G CLD1IG CELL HCELL NTROL SHIFT ID] 1I.I IBI DO 4] S61 SP 5i .,,SF IN 2]e SF sw.r eoolclNc RDDu 01 nC 10. OBO SIR ICD ,ns L 0 P FV. , nG PL 5,C.s atl CORR, A 1 BB SF ,ON pl 155 SF REDO HOLDING HOLDING CEu CELL ORI 145 SF 571SF 4] 'adSF 51 SP 15tl IJ� uECHIINICK MO FT He sulR uEN BB 5P 95 MDENCE v i IOO o'Esg Ill. P e is y121 2107 SF . i0 BR SP CORRIDOR 255 SF -EKE y ULi wnrs m 34 SF 13, IO2 CORK. �... 255 SP 115 SF p. q ONFOR' Y COUP Si _1 CO RIGOR POM PH 121 POLY. 109 SF OFFICE i:l 48 SF MRE CO'POSNEiCH ]OAP II 1. H 2]9 SF D. SP i REE nRFr. PO IDS 4g�2 1 SF I./PHOr u5 OP12> R' c100 �Pn OI] sF If IL I, iR It-9 SP ]18315F pUtR ROD' Itl b RO OF CF/ 4 tniERVIEW R' Ill 159 SF ]BISP BB SF OItnNL R' 2tl ]2 SF -RI.L 12R PR —/EVIDENCE 95 SF OPEOFFICES tau 142 - . Pw ry Sion. `'Ell wpR- •RE4 Ili Si NU 2S SF 719 SF ]00 SF P n. a 224 SF nsEu n}'4 4 —C III ISIR siORPGE 115 0 20 Feet Approximate Scale Legend -�alsh CB01—White Cement Board Panels Associated with Fume Hood Environmental Scientists and Engineers, LLC LCT01—Black Lab Countertops Associated with Fume Hood Assumed ACM Location Map ® MA02—Adhesive Associated with Beige Ceramic Wall Tile City Hall East —Basement Fort Collins, Colorado Job 7345-010 Date 7/08 Figure 5 1 -� F Sn.;ffif� ADUIN. LEUTENANT 204 SF I ATROL D-01 CO— 212 SP DI 209 202 II 2Da 9uuUNmOU ORIENTED vCING LIEUTENANT 105 SF STAIR preller�LraderlaR SECRETARY/ 201 RECEPTION CRIME 290 EF NALYSTS (2) p 20 SF 21d 2n3 s LTS o-a uros 21% SPi 2m 205 Itn/[ex Y " PAL-L SPECIAL OPSEIEv. EUTENAITNi 110 EF ENTRY .12 SF Mrwsl.a°.ir 20S uEu 237 247 SF nr/m.runex '205 MYS LTS h SGTS STARS CORRIDOR I95 SF 2:N u F 205 DOa SP dell -I1 re... eII er CORRI DOR 51 SF 2" COPIER. SUPPLIES 129 SF 210 LORRY N'`' 021 SF 212 VAULT 231 EF 213 COUNTERTRV?NG CO.— RUER OOu • ie' 23B SIR N.C. RES Ru 22a 3 SF AI AI ADwN. DE 12B SF A211 DMw. ON COM— S 14D SP 2a0 gal r� • BREAK ROD. 19O 229 SF e.0 21I1'1f�i ApuIN, '.. LIEUTEruNT 215 23 SF PER EC. STAFF OLIE T uGR 116 SF 't lfi 'IT 221 CORRIDOR APfuRS 174 SP SGT 15f1 SF SYSTEUS STAFF 22% 203 SF RCCOR05 d ID93 SF Ha IBA SIR SIR V 221 CRIEFS sT R. OFF ICE SOSP II 41% H. SIR Wr �r CORRIDOR � D (CONtj 99 SP 22D s]e 578 SF zxN '2'29 TVIIST 221 SIP 0 fuPLDYEEs ONLY OATIO 20 Feet 2ETnOR. 28 SO D/U AUDISU TORA SLORAGf 31 SF Approximate Scale Legend . =Walsh ® FOMO1—Fire Door Material Environmental Scientists and Engineers, LLC ® MAO2—Adhesive Associated with Beige Ceramic Wall Tile Assumed ACM Location Map ED MAO8—Mirror Adhesive City Hall East —First Floor Fort Collins, Colorado ■ MAO9—Adhesive Associated with Marbel Wall Panels Job 7345-010 Date 7/08 Figure 6 1 303 DISP. UEUT. 1.UNCE (RASED FLOOR) 106 SP 170 SP 320 SF 001 302 38i 30, CO- DW TC. (RASED FLOOR) :ID6 450 Se EOUIPMENT 301 211 SF 30G CIORR-R 62 SF .IU. nt nC 305 E91i SIOR W]90N 120 SP 320 IB :I 111 0I SUP WWREwl SERVICESCOO �i VlCllu5 D. 105 :1LP LOBB7NO 186DSPAT O 30B 1 a B M<WR 116 O ERLEnNl 8 S all ` 313 326 CORR. I 'NtIW SigN 0 OFFICE CORR. B4 SP � E310 fUCE OS � ♦ O gB0`aF .� fR�UD NND FORGERY E'EPIION 2 5 3 .. 321 320 i _ 318 INTERVIEW/CONFERENCE 206 SF ❑ ® 31n o �� 314e oC21O SF Sul D OO BB SF 315 l.I W SP 32i u t i OFFICE Y BSF 3 I 20 OFFICE 90 SF t25 S 0 20 Feet Approximate Scale Legend =Walsh ■ MA02—Adhesive Associated with Beige Ceramic Wall Tile Environmental Scientists and Engineers, LLC El MA08—Mirror Adhesive Assumed ACM Location Map City Hall East —Second Floor Fort Collins, Colorado Job 7345-010 Date 7/08 Figure 7 i 0 20 Feet j Approximate Scale Legend -Walsh Environmental Scientists and Engineers, LLC RC0r—Roof Coatings RSCO1-Boor Sealants Assumed ACM Location Map City Hall East —Penthouse Fort Collins, Colorado Job 7345-010 Date 7/08 Figure 8 �Malsh Environmental Scientists and Engineers, LLC APPENDIX D LEAD -BASED PAINT SCREENING SUMMARY Odocuments and settings\mcastell\desktop\city hall east\7345-010 city hall cast asb-pb rpt.doc.07.14.08 INSPECTION REPORT Lead Based Inspection Report - All Data BUILDING DESCRIPTION: City Hall East XRF MANUFACTURER: Scitec XRF Serial No.: 1277 XRF OPERATOR/INSPECTOR: Castell Environmental Scientists and Engineers LLC XRF DEVICE: MAP 4 OPERATING MODE: Unlimited Mode Page 1 of 6 LEAD -BASED PAINT INSPECTION REPORT - ALL DATA City of Fort Collins - City Hall East BUILDING: Citv Hall East (CHE Set ID: 0 Set Description: Interior and Exterior Room / Visible IPaint Test XRF Test XRF Location Substrate Component Description Color Condition Location Result Length Status , Comments M ' , -Electrical Panel Whitey ',, Good q South Wall .' 17,;e= Screens Negative ` 100 C White Good West Wall .39 Screen Negative M ` -- Door frame y `, Good_. < North.Wall, , °_ .25 = ' .. Screen, - Negative - 140 M Fire extinguisher box Red Good North Wall .22 Screen Negative .;White: South Wall, Screen.f,- Negative 111 D White Good South Wall .35 Screen Negative C�Good, North Wall =.59 Screen Negative 140 C White Good South Wall .37 Screen Negative �"Beige-� .Good, .x East Wall 33'„�' ,, Screen Negative 125 C White Good East Wall .41 Screen Negative 141 ��. ; . M .� Window frame in door =' ._-Brown,. ,., „ .Good, , ,. , Other, -� ; 79 ;, Screen, Negative , 141 M Door Frame Gray Good West Wall .35 Screen Negative Whit@ , Good` =North Wall, ; 3,1. �.. Screen�H.. , Negative . 141 B White Good South Wall .34 Screen Negative W , Door Trim Negative 119 W Door Trim Beige Good Other -.36 Screen Negative 119• �, C ,,`•;�y �; .+Whde� 'Goon, ,<North,Wall,";. � :41:'" Screen.,= Negative; �:_�-� 112 D White Good North Wall .28 Screen Negative ,�, 34E,`. Good _,, Soutfi Wall- .27:: t Screen Negative, 131 B White Good South Wall .47 Screen Negative "13V,r a. C-<Whde, ;,.Goody West Wall , 1,4 F Screen,., Negative, 132 M Door Green Good Other .01 Screen Negative Good', _ North Wall;. ;; ;, .47 «, Screen -..Negative 130 C White Good South Wall -.33 Screen Negative t..Good �.. Screen Negative' 140 C White Good North Wall .12 Screen Negative D . White -;' Good East Wall Screen, Negative 123 M Door Frame Gray Good East Wall -.40 Screen Negative .No painted surfaces' ="T�h Page 2 of 6 Enviromnental Scientists and Engineers LLC STATE OF COLORADO .-ASBESTOS CERTIFICATION* Colorado De artmeni;of Public Health P and Ep,vironmen"t Air Pollutton;Control"Division .This cerh�fies'that M a Athew Jhr.i.occali i s a Certification No: 15932 y " 'has met the,requirements of 25-7-507, C.R.S. and`_Aip Quality Control Commission Regulation No. Part-B,; and is hereby certified by the state of Colorado in the following'discipline: ' Inspector/lVianageiment Planner_* t Issued: 1/5/2010 - Expires on: 1/5/2011 ( ( Au ofted APCD Representative { ( ( * This certificate is valid only with the possession of a current Division -approved training course certification in the discipline specified above. LEAD -BASED PAINTINSPECTION, REPORT - ALL DATA �13UILDING: Citv Hall East (CHE) City of Fort Collins - City Hall East .36 Screen 126 C White Good South Wall .37 Screen Negative '135 M .. ..Door Frame Blue Good Other .2$ < 135 M Door Tan Good Other .20 Screen Negative 135 M Stalls Seafoam Grrem Good Other .48 Screen Negative 136 M Stalls Tan Good Other .18 Screen Negative 128 M -° Door Frame x Green Good ° Other ." 08' . Screen Negative 103 M Bench White Good Other -.46 Screen Negative 108 M Heat Register White Good West Wall -.46 Screen Negative 108 C White Good West Wall .46 Screen Negative 107 C' =. White Good 'North Wall' .15 Screen Negative 107 D White Good East Wall .21 Screen Negative 102 M Heat Register White Good East Wall' -.09 Screen Negative 103 B White Good West Wall -.39 Screen Negative 122 W 'Door Frame Gray Good East Wall .40 Screen Negative 103 M Door Frame Gray Good Other -.85 Screen Negative 100 M Safe Door Black Good Other 6.61 Screen Positive 103 C Gray Good Floor -.24 Screen Negative 103 W White Good Ceiling -:21 Screen Negative 103 C White Good North Wall .22 Screen Negative 102 B . White Good North Wall -.16 Screen Negative . 102 D White Good West Wall -.41 Screen Negative 102 C White Good East Wall -.02 Screen Negative 100 D White Good East Wall .42 Screen Negative 103 M "> Door Gray Good Other -.03 Screen Negative , 137 B White Good East Wall -.72 Screen Negative 234 M Hand Rails Tan Good East Wall : .20 Screen Negative 123 C White Good West Wall .28 Screen Negative 124: t3 White Good West Wall .07 Screen . Negative 124 C White Good North Wall .19 Screen Negative 139a M Boiler Gray Good Other .02 Screen Negative 139a M Coal Shoot Green Good East Wall .29 Screen Negative 139, �, » ,. .00 ,, No painted surfaces 108 M Door Gray Good Other .34 Screen Negative =M 7 Page j of 6 Environmental Scientists and Engineers LLC LEAD -BASED PAINT INSPECTION REPORT- ALL.DATA City of Fort Collins,- City Hog East BUILDING: City Hall East (CHE 137 D White Good West Wall .32 Screen Negative 108 M . Door Frame Gtay Good Other -.24 Screen Negative 137 D White Good Ceiling .34 Screen Negative t137 W " ' . Light'fixture ". ,; White God;` ` West Wall ` ; ` .07 Screen Negative 137 D White Good West Wall .28 Screen Negative 13$ .00 No painted surfaces 100 M Safe Door Frame Black Good Other 2.03 Screen Positive 100' 7 ` M Safe Door Gold Good, - Other 6.38 Screen Positive 121 B White Good East Wall .58 Screen Negative 110 - 00 No painted surfaces . 219 M Hand rail White Good Other .28 Screen Negative 302 M Window Frame = Blue Good "East Wall .03 Screen Negative 302 M Door Frame White Good East Wall .15 Screen Negative 301 M Door Frame Blue ,. Good East Wall, -;. M Screen : .Negative ;- 301 D White Good West Wall .04 Screen Negative 306 D " White ' Good East Wall .00 Screen Negative, 222 C Yellow Good South Wall .55 Screen Negative 212 W Shelving on north wall,', Se afoam green Good . =North Wall 'v 09 • v. Screen, ., Negative „", • , 221 D White Good North Wall .32 Screen Negative 310 C White Good North Wall .36 Screen Negative 220 D White Good East Wall .22 Screen Negative 216 C - W . Floor Closet Shelf Gray.- White Good Good 4.- Floor • , East Wall .04 ;; ; .03 Screen. Screen Negative. - Negative 214 C White Good North Wall .52 Screen Negative 224 D White Good South Wall .11 Screen Negative �224 • M ,, Door Frame Red ° Good, ,:North Wall-; . 46 `'" Screen - Negativg� 131 M Door Frame Green Good Other -.30 Screen Negative 221 C White - Good South Wall "_ -.70 ° = Screen Negative XW1 M Fire escape Beige Good Other .05 Screen Negative 115 Ceiling Yellow. Good_ Ceiling 16.` Screen��:' Negatives" XE1 M Fire Escape Beige Good Other .31 Screen Negative XN1 M Door Beige, Good Other .61 " Screen Negative XE1 M Hand Rail Brown Good Other -.18 Screen Negative X 1 M Bollard '. ' Yellow Good' " Other 06 f Screen Negative i ftWi Ch Page 4oj6 Environmental Scientists and Engineers LLC LEAD -BASED PAINT INSPECTION REPORT - ALL DATA City of Fort Collins = City Hall East' BUILDING: City Hall East (CHE) XW1 M. Door Beige Good Other -.62 Screen Negative XW1 M Fire escape Beige Good Other .02 Screen Negative 302 D. White , Good, East Wall 13 Screen Negative XW1 M Fire escape Beige Good Other .17 Screen Negative 305 D White Good North Wall .32 Screen Negative 324 M Door Green Good West Wall .46 Screen Negative 321 C White Good North Wall .09- Screen Negative 320 C White Good South Wall -.82 Screen Negative 314 M Door. White Good East Wall .66 Screen Negative 311 D White Good West Wall .21 Screen Negative 319 C White Good North Wall' .39 Screen Negative 223 M Vault Door Seafoam green Good North Wall .21 Screen Negative XW1 M Fire escape Beige Good Other .87 Screen Inconclusive 233 M Heat Register White Good West Wall .20 Screen Negative 227 D White Good South Wall .05 Screen Negative 227 M Fire Extinguisher Red Good North Wall .21 Screen Negative 229 M Heat Register White Good West Wall -.19 Screen Negative 228 D White Good North Wall .48 Screen Negative 230 C White Good North Wall .04 Screen Negative 231 C White Good West Wall .54 Screen Negative 224 C White Good North Wall -;49 Screen Negative 232 C Pink Good North Wall. .45 Screen Negative 225 D Beige Good North Wall -.28 Screen- Negative 233 C White Good West Wall .33 Screen Negative 233 C -White Good North Wall .07 Screen Negative 236 M Stall Pink Good Other -.13 Screen Negative 234 M Heat Register White Good Other .24 Screen Negative 237 M Stall Tan Good Other -.53 Screen Negative 234 M Door Frame Blue Good South Wall ` -A Screen Negative 115 M Door Silver Good Other .04 Screen Negative [232 C ` Pink, Good ' West Wall -.42 Screen Negative 205 D White Good North Wall -.15 Screen Negative 223 M Door Frme Gtay, .. Good. East Wall" . AS Screen: Negative 223 D Seafoam green Good East Wall .30 Screen Negative ALWalsh Page S of 6 Environmental Scientists and Engineers LLC 223 C Seafoam green Good North Wall .19 Screen Negative 201 C White Good South Wall 54 Screen Negative 209 C Stairs Black Good Other .46 Screen Negative 209 M Hand Rail White Good Other 61 Screen Negative 207 M Heat Register White Good North Wall -.01 Screen Negative Register between glass doors on north 226 D White Good North Wall .32 Screen Negative 203 D White Good West Wall .31 Screen Negative 226 M Door Frame Blue Good NoIIJIVU11MMENT Screen Negative 206 C White Good East Wall .22 Screen Negative 207 D White Good East Wall 10 Screen Negative 207 M Fire Extinguisher Red Good Other .07 Screen Negative 207 M Door Frame Pu[PI MKGood Other 28 Screen Negative 210 M Door Frame Blue Good North Wall -.34 Screen Negative 210 D t.ight Blue Good East Wall 34 Screen Negative 234 D White Good East Wall -.03 Screen Negative 202 W Purple Good North Wall 30 Screen Negative = ME" Page 6 of 6 Environmental Scientists and Engineer LLC AMTh Environmental Scientists and Enuineers, LLC Corporate Headquarters: Boulder, Colorado Grand Junction, Colorado Colorado Springs. Colorado Fort Collins. Colorado Quito, Ecuador Lima. Peru REII LAB Reservoirs En vironmen ta/ Inc. June 4, 2010 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 192135-1 Project # / P.O. # None Given Project Description: 300 Leporte - Boiler Matt Zoccali City of Fort Collins (Wood Street) 700 Wood Street Fort Collins CO 80522 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 192135-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, �? Jeanne Spencer Orr President Analyst(s): Paul D. LoScalzo Wenlong Liu Michael Scales Rich Wegrzyn Anita Bridges James Venendaal Adam Kinch Louis A. Church Jr. Robert R. Workman Jr. P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 F: 303-477-4275 Page 1 of 2 1-866-RES I -ENV www.reilab.com RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 101896-0 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 192136-1 Client: City of Fort Collins (Wood Street) Client Project Number / P.O.: None Given Client Project Description: 300 Leporte - Boiler Date Samples Received: May 27, 2010 Analysis Type: PLM, Short Report Turnaround: 3-5 Day Date Analyzed: June 4, 2010 Page 2 of 2 Client Sample Lab ID Number L A Sub Asbestos -,Content Non Asbestos on - Fibrous Number Y Physical Part Fibrous Components E Description (%) Mineral i Visual Components N R 1 Estimate (%) N PI-001 EM 578050 A White fibrous compound 20 ND 7 93 B White resinous material w/ white fibrous 80 ND 20 80 woven .material PC-001 EM 578051 A Cream fibrous plaster 100 ND 5 95 BD-001 EM 578052 A White foam 100 ND 0 100 BDS-001 EM 578053 A Cream fibrous resinous material 100 ND 15 85 BG-001 EM 578054 A White fibrous material 100 ND 95 5 BL-001 EM 578055 A Orange fibrous material 100 ND 90 10 PS-001 EM 578056 A Silver/white resinous material w/ white 100 ND 50 50 fibrous woven material RG-001 EM 578057 A White fibrous material 100 ND 95 5 ND=None Detected TR=Trace, <I% Visual Estimate Trem-Act=Tremol itc-Actinolitc Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile) if PLM results are<I%. Data QA RES 192135 Dine Date: `I . m�: ReServnlrs Envlranmental. Inc. pueTime•�,�...J._.....— "!""' S�Lopen6t Qe�rrer cosa¢te•Pn 04-IM48t aW42a'S *TdFOO eese ary OICETO: CONTAM 8uomffTBD BY: - M � o�- a �t 20Qp— a 00 �t��tlte oo� eT �w �N .�:f7Yti : • : "r 8TAl�DARD 9 CM17EM R• UMPm»D�IO� ORfCY(N�O�► �PCl�t�lM��"�'•1 �lpr� plbrmme"b sl �vllatdliq ^RUSH •—•� 1ad�yt r toriwm . .—..201. �.,yM,,/au iAr M� rpir�ers!�•!�!�'!���wat�►«dtia�Y��t.�..enir>�.. dWobudMm MMIMMt1 m:rne x ado �t'�o .. �t -• 6 ro �� Iq� °I�' S'� •. 2S •. 4ic Air ■ A Dust to D ■S.. •w WMK•DW Wa�b W+br ■ VWY glwr ■ 0 . D,* T� cdM*d col.obd wo : .. and 5 2f. to 84q3o �- b�tibdiondlow��m•� � IPMDWOMtd. dtlM M06IN ooko 1tt�eld � �bLVN&*- pgyppMOdV�dM1dW11tatbhlQ0lMbb cwwm�1ormwimmm 11AoN P dI TB�d�M b001Ap� �' �1�M bst6liMi.riM N�q�oM�denNiCldnddnY+l�aawbi�rai 512E/Zoly onto ge�IQ Btbot No Text I � City Of FF760w'b'rtCollins r Purchasing Financial Services Purchasing Division 215 N. Mason St. 2"' Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Boiler Replacement BID NO. 7168 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS August 27, 2010 — 3:00 P.M. (OUR CLOCK) Appendix B: Field Sampling Worksheet Robin Jones Inspection (ACM) Report September 29, 2009 Fort Collins CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 ATTACHMENT A ARRA Requirements SPECIFICATIONS AND DRAWINGS SECTION 00020 INVITATION TO BID Rev 10/20/07 SECTION 00020 INVITATION TO BID Date: August 6, 2010 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on August 27, 2010, for the Boiler Replacement; BID NO. 7168. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7168 Boiler Replacement. The work consists of the replacement of the boilers and related mechanical and electrical work at the, City of Ft Collins Museum and Operations Services buildings.. This project is funded by ARRA and includes Davis Bacon Wages. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. A pre -bid conference and job walk will be held August 17, 2010 at 10:00 am. starting at Operation Services, 300 Laporte, Building B (east) Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed:.https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. Rev10/20/07 Section 00020 Page 1 The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Rev 10/20/07 Section 00100 Page 1 Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev 10/20/07 Section 00100 Page 2 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. Rev 10/20/07 Section 00100 Page 3 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. Rev10/20/07 Section 00100 Page 4 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the. Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with Rev 10/20/07 Section 00100 Page 5 City of o Sample Date: / Z �" �� ° 10 Sampled By: M-St Bulk Sampling Data Sheet Project Name: _ I� `'tS� ` "'� _ o , -.i C 7-2,0 •� S Page of Sample Number : Sample Descnphon y a .,, Sample Lo 'hone x .,._ . Co mm nts �.bv o;ice r�� less �,.s(. 1Y,�,��s ?vJ _ 0 v 1 T Opt B,cv-.J Ft,..P_ Comments: the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the. Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if Rev 10/20/07 Section 00100 Page 6 OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and he is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award.shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. Rev10/20/07 Section 00100 Page 7 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION Rev 10/20/07 Section 00100 Page 8 SECTION 00300 BID FORM PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 8.- BID FORM BID FORM 7168 Boiler Replacement Contractor shall provide, at his expense, all materials, labor, equipment, tools, transportation and utilities, including cost of connection necessary for successful completion of the project Lump sum for Museum $ Lump Sum for Operation Services $ Total Base Bid $ Add Alternate for Operation Services Lump Sum for Add Alternate $ Add Alternate Description: HVAC contractor to provide pricing to remove 10 existing Zone Pumps and install 10 new 2-way valves located in the basement of Operation Services. All work to be done per the stamped Engineered drawings. All HVAC and Electrical work to be done per details 5/ME2.1, 6/ME2.1, 5/ME3.1, 6/ME3.1 and 2/ME4.1. Also, see Add Alternate note on drawing ME4.1 for further information. Existing piping and insulation to be used where possible. 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the -OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. Rev10/20/07 Section 00300 Page 2 RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 3 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Rev 10/20/07 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves,successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7168 Boiler Replacement. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev 10/20/07 Section 00410 . Page 1 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address• By: Title: ATTEST: By: (SEAL) By: Title: SURETY. (SEAL) Rev 10/20/07 Section 00410 Page 2 Fort Collins Appendix C: Chain of Custody and Laboratory Report Robin Jones Inspection (ACM) Report September 29, 2009 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2 3 Permanent main office address: When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the.amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 19. Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 What this 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of , 20 Name of Bidder By: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10/20/07 Section 00420 Page 3 1 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7168 Boiler Replacement OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated 20 for the above project has been considered.. You are the apparent successful Bidder and have been awarded an Agreement for 7168 Boiler Replacement. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20: 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7168 Boiler Replacement and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Beaudin Ganze Consulting Engineers, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete on October 8, 2010 and ready for Final Payment and Acceptance in accordance with the General Conditions on October 15, 2010. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Three Hundred Dollars ($300.00) for each calendar day or fraction thereof that expires after October 8, 2010 for Substantial Completion of the Work until the Work is Substantially Complete. Section 00520 Page 1 2) Final Acceptance: After Substantial Completion, One Hundred Fifty Dollars ($150.00) for each calendar day or fraction thereof that expires after October 15, 2010 for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. Section 00520 Page 2 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price,, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. Section 00520 Page 3 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in•this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: ME1.1 Mechanical/Electrical Cover Sheet ME1.2 Mechanical/Electrical General Notes Continued ME2.1 Mechanical/Electrical Boiler Room Demo Plans ME3.1 Mechanical/Electrical Boiler Room Plans ME4.1 Mechanical/Electrical Diagrams ME4.2 Mechanical/Electrical Diagrams The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers I to . inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. Section 00520 Page 4 R E—. mInc. Pento June 4, 2010 Laboratory Code: RES Subcontract Number. NA Laboratory Report: RES 192134-1 Project # / P.O. # None Given Project Description: 220 Mathews - Boiler Matt Zoccali City of Fort Collins (Wood Street) 700 Wood Street Fort Collins CO 80522 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 192134-1 . is :the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer Orr President Analyst(s): Paul D. LoScalzo Wenlong Liu Michael Scales Rich Wegrzyn Anita Bridges James Venendaal Adam Kinch Louis A. Church Jr. Robert R. Workman Jr. o"/Z-- 5�e� P. 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 F: 303-077-42T5 Page 1 of 2 1-866-RESI-ENV www.rellab.com ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 7168 Boiler Replacement To. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be 20 and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: By: Title: Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7168 Boiler Replacement. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev 10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety",,are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7168 Boiler Replacement. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. I Rev10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the, Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: Principal By: (Title) (Address) (Corporate Seal) IN PRESENCE OF: Other Partners IN PRESENCE OF: Surety By: By: (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 10/20/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7168 Boiler Replacement PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: Rev 10/20/07 Section 00635 Page 1 Hom a l Sl��©�C�[t■rii:is�iiiii�rti:�i E��S'i�t7�©r■ a��se�®�rrrrr®rrrrr�MENEM rrrr■ u nomnMe����rrrrrrrrrrrr��■ orr�srrr®srrrrrrrMrrrrr■r■ auras®�rr®rrrrrrrrrr■®r■ ❑■■®!downs ■!®rlrr!®'!rr!■ ❑rwlrrr�rrrrrer��orrrrrr� mrrrrrrrs®rrrr®r�rrrrr■®� m�rr�rr��rrrr�rNorrrrrori �rrrrrrrrsrrrrrs�srrrrr.e �rrrrrrr�®®r■■rr,r■rrrr�e �s rat �1 pww� r t r ME Ul SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20 You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7168 Boiler Replacement. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to Documents which are dated , 20 the terms of the Contract In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT:7168 Boiler Replacement (CONTRACTOR) 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from .any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the Rev10/20/07 Section 00650 Page 1 project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 by Witness my hand and official seal. My Commission Expires: Notary Public 20 Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7168 Boiler Replacement CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for ( Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto -set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 CONTRACTOR APPLICATION DR 0172 (12/98) FOR COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 EXEMPTION CERTIFICATE (303) 232-2416 Pursuant to Statute Section 39-26.114(1)(a)(XIX) DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. count No. (to be assigned by DOR) E Period 0170-750 (999) $0.00 CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, orcorporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number. ( Business telephone number: Colorado withholding tax account number. Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties' must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 198- Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS WaY:1� CONSTRUCTION CONTRACT These 'GENERAL CONDITIONS have been developed by using the STANDARD GENERAL. CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are.shown by underlining text that has been added and striking through text that has been deleted. EJCDC GENERAL, CONDITIONS 1910-8 (1990 EDITION) WITH CITY .OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF, CONTENTS Or GENERAL. CONDITIONS Page Article or Paragraph Number Number &Titic DEFINITIONS I'l Addenda I.2 Agreemenk ......................................... J 1.3 Application for Payment;,,,,,,,,,,,,,,,,,,,,, 1 1.4 Asbestos 1.5 Bid .....................................................I 1.6 Bidding Documents............_ .. ............. 1 1.7 Bidding. Requirements ..........................I I's. Bonds 1-9 Change Order ..... ......... A 1.10 1.12 1.13 1.14 1.15 1.16 1.17 t.18 1.19 1.20 1:21 1.22.a L21b 1.23 1.24 1.25 1.26 1.27 1.28 1.29 130 1-31 1,32.a 1.32.b 1.33 1.34 1.35 1.36 L37 L38 1.39 1.40 1.41 1.42 1,43 1.44 1.45 1 ........... Contract Documents, ......... 11. 4.. .Contract Priceo ..... ............. ; ................ :.. I Contract Times....................................I CONTRACTOR .......................... 11-.....1 tie ective I Drawings............................................1 Effective Date of ' the Agreement..,.,._.,- I ENGINEER. . I ..... - I ...... -1- .... I ........... I ENGINEERs Consultant .....................a Field Order General Requirements ...........:..............2 Hazardous Waste ? Laws and Regulations; Laws or Regulations ...................................... 2 Legal Holidays......._ ......... ................ �2 Liens 2 lvfilestone� ...................... .... ............. Notice of Award _2 2 Notice to Proceed................................:2 OWNER 2 Partial Utilization ................................2 PCBs Petroleum Project. ......................... ...... * 2 ' Radioactive Material....................I.......2 Regular Working Hours .................. Resident Project Representativ'e, ............ 2 Samples ..............................................2. Shop.Drawings ......... 2 ........ ...... .......... Specifications ..................................... 2 Subcontractor 2 ,.Substantial Completion ........................ ; Supplementary Conditions., ..... ...... 2 Supplier ............... ......... 2 Underground Facilities .. .......... 2-3 Unit Price Work.. ......... ...-,,.... 3 Work 3 Work Change Directive ... ....... _ .......... 3 Written Amendment,.... ....................... Page Number PRELIMINARY MATTERS ................................ 3 2.1 Delivery of Bonds .............................3, 2.2 Copies of Documents ........................3 13 Commencement of Contract Times-, Notice to Proceed.,,.,....;_,, . 3 2.4 Starting- the VVork ...... 2.5-2.7 Before Starting. Construction', CONTRACTOR'S Responsibility to Report; Preliminary Schediles; Delivery of Certificates of Insurance 3-4 2.8 Precortstru.ctioh Coinference,.__. 1 _..4 2.9 Initially Acceptable Schedules... CONTRACT DOCUNIENTS: INTENT, A1vfEN`DTNG, REUSE ..........................................4 11-3.2 Intent 3.3 Reference to Standards and Speci- fications of Technical Societies-, Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjectives .................................... 5 3.5 Amending Contract Docunents ........ 5 3.6 Supplementing Contract Documents 5 3,7 Reuse of Documents 5 AVAILABI.CITY'OF LANDS; SUBS-URFACE.AND PHYSICAL CONDITIONS; REFERENCE, POINTS .........................................5 4.1 Availability of Lands ............. ........ 5-6 4.2 Subsurface and Physical -Conditions 6 4.2.1 Reports and Drawings ................... 4 2 Limited Reliance by CONTRAC- TOR.Authorized-, Technical Data 6 4.2.3 Notice of Differing Subsurface or Physical Conditions,,,,,,,,,,,,,,,,,, �6' 4.2.4 ENGTNEER!s Review 6 4.15 Possible Contract Documents Change..................................... 4.2.6 Possible Price and Times Adjustments *-'**....... .1. 1. - ...................... 6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated 7 4.3.2 Not Shown or Indicated,,,,,,,,,,,,,,,,,,, 7 4.4 Reference Points ..............................7 EJCDC. GENERAL coNDrnoNs 19lo-8 (iggo EDiTiox) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) City of c ri Coltins Inspection for Asbestos -Containing Materials 300 Laporte Avenue Operation Services Building Boiler Room Renovation Report Date: August 17, 2010 Prepared For: . Ethan Cozzens City of Fort Collins Operations Se ices Prepared by: Matt Zoc li, City of Fort Collins, Environmental Regulatory Specia 'st State of Colorado Certified Building Inspector 300 Laporte, Boiler Inspection (ACM) Report August 17, 2010 Article or Paragraph Page Article or Paragraph Page Number & Title Num her Number& Titic Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material....................7-8 5. BONDS AND INSURANCE ................................. 8 5.1-5.2 Performance. Payment and Other Bonds ............................................... 8 5.3 Licensed Sureties and Insurers; Certificates of Insurance .................... 8 5A CONTRACTOR's Liability Insurance ..........:.................... .... ..9 5.5 OWNER's Liability.I.n..suranc.e.............. 9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance..-„_,._,_.....10 5.8 Notice of Cancellation Provision 10 59 CONTRACTOR's Responsibility for Deductible Amounts. 10 5:10 Other Special Insurance ............. I..,,,,,10 5.11 Waiver of Rights ...............................II 5.12-5.13 Receipt. and Application of Insurance Proceeds ...................... 10-I1 5.14 Acceptance of Bonds and Insa- ance; Option to Replace,,,,,,,,,,,,,,,,,;,,] l 5:15 Partial Utilization --Property Insurance .......: .....:....................:..... I 1 6. CONTRACTOR'S RESPONSIBILffms_.............;il 6.1-6.2 Supervision and Superintendence._ ..... 11 6:3-6.5 Labor,. Materials, and Equipment__ 11-12 6.6 Progress Schedule„............................12 6.7 Substitutes and "Or -Equal" Items-. CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEERS Evaluation 12-13 6.8-6.I I Concerning Subcontractors. Suppliers.and Others; Waiver of Rights „..................... j3-14 6.12 Patent Fees and Royalties....................14 6.13 Permits.............................................14 6.14 Laws and Regulations. ......... .............14 6.15 Taxes ............................................ 14-15 6:16 Use of Premises ................................ 15 617 Site Cleanliness,,,,,,,,,,,,,,, ,,,_, 15 6:18 Safe Structural Loading....................15 6.19 Record Documenis .............................15 6.20 Safety and Protection,,,,,,,,,,,,,,,,,,,, 15-16 6.21 Safety Representative ........................16 6.22 Hazard Communication Programs,..,,, 16 6.23 Emergencies...................................1.16 6:24 Shop Drawings and Samples .............. 16 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER,,,,,.16-17 6.27 Responsibility for Variations From Contract Documents ............ 17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals .............. `....................17 6.29 Continuing the Work......................17 6.30 CONTRACTOR's General Warranty and Guarantee.. ....... 17 6.31-6.33 Indemnification 17-18 6.34. Survival of Obligations ...................18 7. OTHER WORK...............................:.................18 7.1-7.3 Related Work at Site ;IS 7.4 Coordination ......... ..............._19 8. OWNER'S RESPONSIBILITIES ......................... I S 8.1 Communications to CON- TRACTOR.................•...............18 8.2 Replacement of ENGINEER .... ; ...... ,18 83 Furnish Data andPay Promptly When Due..................................18 8.4 Lands and Easements; Reports and Tests..._ ....................... 18-19 8.5 Insurance 19 8.6 Change Orders . ....... ... ..„. ,,,,,....,19 8.7 Inspections, Tests and Approvals ................................... I 8.8 Stop or Suspend Work-, Terminate CONTRACTORS Services... ..... ....... ................ 19 89 Limitations on OWNER'S Responsibilities........ I...................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material. ,,_,,,,. ...... 19 8.11 Evidence of Finaneal Arrangements ............................19 9. ENGINEERS STATUS DURING CONSTRUCTION ...........................:. .............19 9.1 OWNER'S Representative .... ........ .„ 19 9.2 Visits to Site 19 9.3 Project Representative. ............... 19-21 9.4 Clarifications.and Interpre- tations.......................................... 21 9.5 Authorized Variations in hbrk 21 E1CDC GENL'RAL CONDITIONS 1910.8 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9t99) Article or Paragraph Page Article or Paragraph Number,& Title Number Num ber& Title 9,6 Rejecting Defective Work ...................21 9.7-9.9 Shop Drawings, Change Orders and Payments ....................................21 9.10 Determinatictis for Unit Prices,._,._ 21-22 9. 11 -0; 1,2 Decisions on Disputes; ENGI- NEER as Initial lnterprcter.............22 9.13 Limitations,on ENGfNEERs Authority and Responsibilities,.,. 22-23 CHANGES IN THE WORK ...................................... �.23 16.1 OWNER's Ordered Change; ................ �3 14. 10:2 Claim for Adjustment ....................... 23 103 Work Not. Required by Contract. Documents 10.4 Change Orders., ....... 103 Notification of Surety.........................23 CHANGE OF comrlzAcT PRICE .............................. 23 11.1-11.3 Contract Price, Claim',for Adjustment, Value of the Work 23-24 It. 4 Cost of the Work ...... I .......... ... ....... 1 4-25 11,5 Exclusions to Cost of the Work......_.,, 25 lli6 CONTRAq'iPRs Fee .... ........... I ... 25 11.7 Cost Records 25-26 11.8 Cash Allowances.,., ......... : .......... ; ...... 26 IL9 Unit Price Work ................................ 26, CHANGE OF CONTRACT TINES . ........................... 12.1 Claim for Adjustment .... ........... ... ._ _26 12.2 Time of the Essence ... 1 ......... 26' i2.3 Delays Beyond CONTRACTOR!s Control ..................................... _2627 12.4 Delays Beyond OWNER!s and CONTRACTORs Control ................ f7 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEF-ECT71,1: WORK..................................................27 ........ ........ ....................... 27 13.1 Notice of Defects ..................I............27 13.2 Access to the Work............................27 133 Tests and Inspections; C6NTRACTOR!s Cooperation .......... 27 13.4 OWNEWs Responsibilities-. independent Testing Laboratory ...... 27 13.5. CONTRACTORS Responsibilities ....................... ....... 27 13.6-13.7 Covering Work Prior to inspcc- tion, Testing or Approval ..... ........ ... 27 13.8-131.9 Uncovering -Work at ENIGI Page Number NEERs Request,.... . ............... )7-28 13.10 OWNER May Stop the Work ........... 28 13.11 Correction.or Removal of Defective Work...........................28 13, 1 2 Correction Period ........................... 28 13.13 Acceptance ol`Defective Wort ......... 28 13.14 OWNER May, Correct Defective PAYmENTsTo CONTRACTOR AND COMPLETION 29 14.1, Schedule of Values _)9 14.2 Application- for Progress .Payment .....................................29 143 CONTRAC17OR's Warranty of Title............. ........................... ..29 14.4-14.7 Review of Applications for Progress Payments;,,,,,,,,,,,,,,_ 29-30 14;8-14.9 Substantial Completion,,,,,,,,, „ ;1 ... 30 14.10 Partial Utilization .................... ."-31 14,11 Final Inspection .............................31 14.12 Final Application for Payment ........ 31 14.13-14.14 Final Nyrnent and AccOp taince ... ... 31 14;15 Waiver of Claims 31-32 15. SUSPENSION otzwoRkAND TERMINATION ............ 32 15.1 OWNER May Suspend Work,.,,,,,,,, R 15,2-15.4 OWNER May Terminate :..... . .... __32 15.5 CONTRACTOR May Stop Work or Terminate 32.:33 16. DISPUTE RESOLUTION 33 IT MISCELLANEOUS.......... .................. _33 17.1 Giving Notice ................................ 33 17.2, Computatiomof Times;;,,,,,,,,,,,,,,,,,, 13 ft! Notice of Claim„ ............................ 33 1 17.4 Cumulative Remedies .. .................. . �3 17.5 Professional Fees and Court Costs Included ....... ......33 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left'blank ........... ....... .................. 35 EXHIBIT GC -A: ' (Optional) Dispute Resolution Agreement ..................... GC AI 16,1-16.6 Arbitration I ................ ............ GC -Al j� 16.7 M&Iiation...............................:GC-Al EJCDC. GENERAL CONDITIONS 1910-3 (1990 EDIIION� W/ CITY OF FORTCOLLINS MODIFICATIONS (REV 9199) INDEX TO GENERAL. CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance.of- Bonds and Insurance , ................... ................... 5.14 defective Work ............................10.4.1, 13.5, 13.13 final payment ........ ....... .............. 9.12, 14..15 insurance ......................................................... 5.14 other Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items ..................... Work by OWNER ............................... 2.5, 6.30, 6.34 Access to the -- Lands, OWNER andcoiNiTRACTOR mponsibili ties ......... ....... ............................. 4.1 site, related Work ...............................................7.2 Work, ...; ...................................... 13.2. 13.14, 14.9 Acts or Omissions, Acts and Omissions— coNnAcToR...................................6.9.1, 9.13-3 ENGINEER j5.20, 9. 13.3 OWNER. .......... ...................... .......... * 0.20,8.9 Addenda --definition of (also see defmition of Specificafions) .......(1.6, 1.10, 6.19), 1.1 Additional Property Inisuranc . ................................. 5.7 Adjustments - Contract Price or Contract Times ......... ;_ ............... 51 3.5. 4.1, 4.3.2. 4.5.2. .......................... 9.4, 9.5. 10.2-10:4, .........................................11, 12, 14.8, 1.5.1 progress schedule...........- ... 11 ....... .1, .................... 6.6 Agreement -- definitionof ......................................................1.2 "All -Risk" Insurance, policy form ............................5.6.2 Allowances, Cash ....................................................1 l.8 Amending Contract bocuments ........... .......... ...... 3.5 Amendment, Written -- in general ....... * 1. 10. 1.45. 3.5, 5.10, 5.12, 6,6.2 .....................6.8.2, 6;19, 10.1, 10.4,11.2 ......... ** ...... 12; 1 i 13.12.2, 14.7,2 appeal,OWNERor CONTRACTOR intent to ........................... 9. 10, 9.11. 10.4, 16.2, 16.5 Application for Payment -- definition of ............................................... ...... j.3 ENGrNEER!s Responsibility. ............................... 9.9 final payment,,,,,,,,,,,,,,,,, 19.13.4, 9.13.5, 14,12-14. 15 in general ..........................2.8, 2.9, 5;6.4, 9.19i 15.5 progress pgyment.......... ....................... 14.1-14.7 review of .............. 14.4-14.7 Arbitration .......... ........................... ......... 16.1-16.6 Asbestos -- claims pursuant thereto... ....................... �4.5.2, 4.5.3 CONTRACTOR authorized to stop Work.,.... .... 4.5.2 definition of ............. .......................................... k.4 Article or Paragraph Number OWNER responsibility for ................... ... *� ............ .........4.5.1, ** ... 4.5.1, SAO possible, price and timesc-ange ....... ............... 45.2 Authorized Variations in Work,,..,,.,, 3.6, 6.25. 6.27, 9.5 Availability of Lands .... ..................................... 4.1.8.4 Award, Notice of --defined,,,,,,,,,,,,,,,,,,,,,,,, — .......... Before Starting ConstructioR .... .......................... Z5-2 1 .8 Bid --definition of ............... .... 1.5 (1.1, 1.10, 2.3, 3.3, ............... * ...... 4;2;6.4, 6.13, 11.4.3, 11.9. 1) ...................... Bidding Documents -definition of ......... ).6(6.8.2) Bidding Requirements --definition of .........................................11.7 (1.1, 4,2.61) Bonds -- acceptance of,,... ........ ... :5.14 additional bonds _10.51. 11.4.5.9 Cost of the Work 11,5.4 definition of .......................................................1.8 "` 1.8 delivery of .................................................... Z 1, 5. 1 final Application for Payment .............. J4.12-14.14 general ....................................... 1.10, 5.1-5.3, 5.13, ........... ......... 9.13, 10.5. 14.7.6 Performance, Payment and Other . .................. 5.1-5:2 Bonds and Insurance --in general .................................5 Builder's risk "all-risk" policy form .........................5.6.2 Cancellation Provisions, Insurance,., ...... 5.4.11,.5.8, 5.15 Cash Allowanccs. .......... ...... ............................. ... . J i.8 Certificate of Substantial Completion ......... 1.38, 6J0.2.3, .......................................... 7 ....... 14,8, 14.10 Certificates of Inspection ................... 9.13.41 13.5, 14.12 Certificates of Insurance ............. 2.7. 5.3. 5.4,11. 5.4.13, ....................5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances 11.8 claim for price adjustment,..,,..,,.., 4.. 1. 4.2.6. 4.5. 5.15, 6.8.2; 9.4 ........ 9.5. 9.11. 10.2. 10.5. 11.2. 13.9. ................ 1 .... 13.13, 0.14, 14.7, 1.5.1, 15.5 CONTRACTORS fee ............................... ......... 11.6 Cost of the Work general ......... ...................................... 11.4-11.7 Exclusions to ......... ; ........ 11.5 Cost Records .... .... I .... ............................* ........... 11.7 in general ............. J. 19, 1.44, 9.11..10.4.2, 10.4.3, 11 Lump Sum Pricing ..........................................11.3.2 Notification of Surety ............................ I ........ 10.5 Scope of ....................................... 10.3-10.4 Testing and Inspection, Uncovering the Work ... .............................. 13.9 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) mf CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Unit Price _Work 11:9 Article or Paragraph Number Value:of Work.................................................:11.3 Change in Contract Times -- Claim for times adjustment•••••••.4.1, 4.2.6, 4.5, 5.15, ............ 6.8.2, 9-4; 9:5, 9.11, 10.2, 10.5, 12.1, „•,•-,•-.... 13.9, 13.13. 13.14, 14.7; 15.1. 15.5 Contractual time limits•„-••-,•-,,,,-,:-,•-••;••-•.,•,.•„•12.2 Delays beyond CONTRACTORS control:....................:..:..................:... ........ 1'2'.3 Delays beyond OWNF,R's and CONTRACTORS control ................... .......... 12.4 Notification of surety:...................„•„•-„•••-••„•-•,10.5 Scope of change........................................10.3-10.4 Change Orders -- Acceptance of Defective Work ..... -.,-•........... •.... 13.13 Amending Contract Documents.-...... .................. :5 Cash Allowances ............................... ................ 11.8 Change of Cohtract Price•• ................•,,,,;;,•„ -,,,,,,,I I Change of Contract Times ,•;,,,,•-,,,,-,,,,••;.... I., •„12 Changes in the Work ........................ 10 CONTRACTOR'S fee_.............„••••••••,•„••••,••,••,,,11.6 Cost of the Work............................•--••,..••11.4-11.7 Cast Records.... ....... I ....... ........ ........ ......... 11:7 definition of ............ _.........................................1.9 emergencies.,, ..................... ............ ..:::.......... 0.23 ENGINEERsresponsibility..- .,.--9.8, 10.4, 11.2. 12.1 executionof'.....................................................10.4 Indemnifictiort ......................... 6.12, 6.16, 6.31-6.33 Insurance; Bonds and .... -- ............... 5.10, 5.13, 10.5 OWNER may term inate,,,,-,•, „••,,,,,,,•,•,15.2-15.4 OWNERs Responsibility ............................. .6, 10.4 Physical Conditions - Subsurface and ............................................ ............................ 4.2 Underground Facilities-- ............... ;..... :...... 4.3.2 Record Documents,-••-.-„-- 6.19 Scope of Change.......................................10:3-10:4 Substitutes ,,,;,•-.-„•-,•„•., 6.7.3, 6.8.2 Unit Price Work ............................... .............. 11.9 value of Work,.covered by••„•,••••,,,••,,,,;--•„---,-,-,11.3 Changes in the Work.................................................10 Notification ofsurety.......................... ---,---....... 10.5 OWNERS and CONTRACTORS responsibilities•-•••••;-••,•,. - 10.4 Right to an, adjustment ...............................10.2 ...... Scope of change, ....................................... 10.3-10.4 Claims -- against CONTRACTOR ........ ................. ....... .._6.16 against ENGINEER... .................................. 4 ....6.32 against OWNER ................................ .........6.32 Change of Contract Price„•„••• .............•,--•, 9.4, 112 Change of Contract Times;•••• ..... 9.4, 111 ..., ...... CONTRACTORs.--.•......... 7.1. 9.4. 0.5. 0r11. 10.2. ...........................11.2, 11; 9, 12.1, 13.9, 14.8., .............................................15.1. 15.5. 17:3 CONTRACTOR's Fee 11.6 ........................................ Article or Paragraph Number CONTRACTORs liability „••,•„•,.5.4, 6.12, 6 16, 6.31 Cost of the Work.........................._---•-.••-_-11.4, 11.5 Decisions on Disputes ,:,;••••••••.............•,-,••9:11, 9.12 Dispute Resolution...........................................16.1 Dispute Resolution Agreement• .................. ]6-1-16.6 ENGINEERas initial interpretor....................... 9.11 Lump Sum Pricing .............. ...... ... ........... -...-11.3.2 Notice of --.- , •, -.-..................:........... 17.3 OWNFR's.................... 9.4, 9:5, 9.11, 10:2,.11.2, 113 ............... 12.1, 13.9, 13.13, 13.14, 17.3 OWNERS liability .............................................. 5.5 OWNER may refuse to make payment ••„••••„---•--14.7 Professional Fees and Court Costs Included--- ... •_._._,--. .............. ... 17.5 request for formal decision on--•••--••••••„••„••--.•...Q.11 Substitute Items ............................................... 6.7.1.2 Time. Extension.................................................111 Time requirements;-„-•,,,,-,•,,,.. .......... ,••„•.9.11, 12.1. Unit Price Work .................... .......... :..........:...11.9.3. Valueof..:....................................................:...1.1.3 Waiver of --on Final Payment; ................ i4.14 14.15 Work Change Directive,- „- • 10.2 .... written notice required ......... ............ 9.11, 11.2, 12.1 Clarifications and Interpretations .............3.6.3, 9.4. 9.11 Clean Site .......................... .................17 Codes of Technical Society, Organization or Association..................................................3.3.3 Commencement of Contract Times;- ..............._----__2.3 Communications -- general .............................................. 0.21.6.9.2. 8.1 Hazard Communication Programs;. ,•-,-• •• ••. •, •..,_0¢ 22 Completion -- Final Application for Paymcnt..........................14,12 Final Inspection •--,•-.,_,•........-•••--•••---. .............. 14.11 Final Payment and Acceptance ................ 14.13-14.14 Partial Utilization...... 14.10 Substantial Completion.. -•--- 1.38, 14.8-14.9 Waiver of Claims_ ........................................... 14.15 Computation of Times., ................... .......17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others,•,,,,,•, 6.8-6:1,1 Conferences -- initially acceptable schedules, ....... ,•,,,..-„-•,•-••„•-, 2.9 preconst ructioq ............................ Conflict, Error, Ambiguity, Discrepancy-- CONTRACTOR to Report ..........................2.5, 3.3.2 Construction, before starting by CONTRACTOR ........................................... 2.5-�. 7 Construction Machinery, Equipment, etc ............ Continuing the Work......................................6.29, 10.4 Contract Documents - Amending..........................................................3.5 Bonds.............................................................5.1 EJCDC GENERAL. CONDITIONS 1910.E (1990 EDITION) w/ aTY OF FORT COLLM. NIODIFICATIONs (REV 9/99) Cash Allowances 11.8 Article or Phragraph Num ber Change of Contract Pricq ............................... _... 11 Change of Contract Times...... ................... ........ 12 Changes in the Work ................................ 10A-10.5 check and verity-, ...... I ......... ............ 2.5 Clarifications and Interpretations ......................... .3.2, 3.6. 9.4, 9.11 definition of .....................................................1.10 ENGINEER as initial interpreter of._ ........... 11 ENGINEER as OWNER'S representative ... I..........9.1 genera13 Insurance ....................................................I......5.3 Intent... ........................ ............................ 3.1-3.4 in inor variations in the Work. ___ .... .................. 3..6 OWNER's responsibility to furnish data .............. :8J OWNERs responsibility to make prompt payment ................... ...... R3, 14-4, 14.13 precedence .... ....... ; ................................... 3-1,3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications of Technical Societies,,,,,,.*.......*,,,,,,,,,,,,,,,,,,, * ....... * ...... 3.3 Related Work 7.2 Reporting and Resolving Discrepancies ........ 2-5,3.3 Reuse of 3.1 Supplementing_ ....... ............. -.J.6 Termination of ENGINE ER! s Ern p loyin ent .......... 8.2 Unit Price Work................................................11.9 variations " .........................................3.6, ....... * ................................. 3.6, 6.23, 6.27 Visits to Site, FNGINEER's 9.2 Contract Price - adjustment of ................. 3.5, 4A, 9.4, 10.3. 11.2-11.3 Changeof...... . ................. ................. i ............... )I Decision on Disputes ....................... .......... 9.11 definition of ..................................................... 1.11 Contract Times - adjustment of ........................ �15, 4.1, 9A, 10.3, 12 Change of ...... 11 ... I ... 1-1 ........... ....... I ........ 12.1-12.4 Commencement of 2.3 definition of .....................................................1.12 CONTRACTOR - Acceptance of Insurance...... ... ...................... 5.14 Communications ...... - ....... : ...... ............. 0-2. 6.9.2 Continue Work .... .................. ......... 6.29, 10.4 coordination and scheduling„........................ _6.9.2 definition of ..................................................... 1 1.13 Limited Reliance on Technical Data Authorized, ... 11 ...................... ............. 4.2.2 May Stop Work or Term irate............................15.5 provide site access to others ......................... 7.2, 13-2 Safety and Protection ................... 4.3.1.2, 6.16, 6.18, * ................ * ........... I ... 6.21-6.23, 7.2, 112 Shop Drawing and Sample Review Prior to Submittal 25 Stop Work requirements_........_.......................4-5.2 CONTRAcrows-- Article or Paragraph Number Compensation ............. -- .... I ......... ......... 1.11,1-11.2 Continuing Obligatiorl .................................... 14.15 Defective Work ............................. :_9.6, 13.10-13.14 Duty to correct defective Work,,.,,, 13.11 Duty to Report - Changes in the Work caused by Emergency, ...... .............. ..................... 6:23 Defects in Work of Others ............................. 1.3 Differing conditions ..... I ......... -, ................ Discrepancy in Documents ........ 2.5. 3.3.2, 6.14.2 Underground Facilities not indicated....,,,,,, Emergencies ...... _ ......... ........... - ................. -:0.23 Equipment and Machinery Rental, Cost of the Work ............................... ; ........... 11.4.5.3 Fee --Cost Plus 1.1-4.5-6. 11.5.1, 11.6 General Warranty and Guarantee ............ : .......... 6-30 Hazard Communication Programs_ ...... ...... 6:22 Indemnification ....................... * -6. 1 6.16.,6,31-6.33 Inspection of the Work ............. ** .... .. 7.3, 13.4 Labor, Materials and Equipment .................... 6.3-6.5 Laws and Regulations, Compliance by. � ...........6.14.1 Liability Insurance.............................................. 5.4 Notice of Intent to Appeal ;..;..; 9.10. 10.4 obligation to perform and completel theWork ....................................................0.30 Patent Fees and Royalties, paid for by................6,12 Perf6rmance and Other Bonds. .... - .................... 5.1 Permits, obtained and paid for by,,,,,,,,,,,,,,,, 0.13 Progress Schedule ...........................16. 2.8.2:9. 6.6, ............. .................. 6.29, 10.4, 1511 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities - Changes in the Work'*'"'*''" " '"'' ''*........... 10.1 Concerning Subcontractors, Suppliers and Others .............................. ......... 6.8-6.11 Continuing the Work ... ......... ........ 6.29, 10.4 CONTRACTOR's expense ...........................6.7.1 CONTRACTbR!s General Warranty and Guarantee .................. :... I ............. . L. 6.30 CONTR-ACTOR,s review prior to Shop Drawing or Sample submittal,,,,,,,,,,,,,,,; 25 Coordination of Work : - 692 Emcrgencics............................................... 6.23 ENGINEERs evaluatiom Substitutes or "Or -Equal" Items ............. ...... 6.13 For Acts and Omission's of Others 9.13 for deductible amounts, insurance.... ............. general ................................... 7.2, 73, 8.9 Hazardous Communication Programs..--.....- 6.22 Indemnification 6.31-6.33 vii EJCDC GENERAL CONDITIONS 1910.8 (1996 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9/99.) Labor, Materials and Fquipment,„_......,.,.6.3 6.5 CONTRACTORS --other ............ ............................. _..7 Laws and Regulations., .... ........ _ ............. 6.14 Contractual Liability Insurance .... ; ............... _......... 5.4.10 Liability Insurance ........................................ 5.4 Contractual Time Limits., .... .,...,...... .............. I., ....... 12.2 Article or Paragraph Number Notice of variation from Contract Documents,,, :............ . ...................... I ... 6.27 Patent Fees and Royalties,,,,,,,,,,,,,,,,,, 6.12 Permits.........:.........:............:................:...:.4.13 Progress Schedule, ................. :. ..:................. 6:6 Record. Docum ents ..........................:............ 6.19 related Work performed prior to ENGINEERs approval of required submittals :.....:...................................... 6,28 safe structural loading.................................6.18 Safety and Protection ....................6.20, T2, 13,2 Safety Representative_______________ 6,21 Scheduling the Work....,. ......................6.9:2 Shop Drawings and Samples...:,,,,,,,,,,,,,,,,,„ 6.24 Shop Drawings,and Samples Review by ENGINEER......................................6.26 Site Cleanliness ............... ............ :.............. j6.17 Submittal Procedures 6,25 Substitute. Construction Methods and Procedures .:............ .. 6.7:2 Substitutes and "Or -Equal' Items ,,,,,,,,,,,,,,„6.7.1 Superintendence..::..........:::....:.....................6.3 Supervision ............................. ......................4.1 Survival of Obligations...' 6. j4 Taxes...................... .................................... .: 5 rests and Inspections ........... ... ......... ..13.5 ToReport ..................................................... 2.5 Use of Premises .....................6.16-6.18. 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ........................................ 6.25 Right -to adjustment for changes in the Work, ..... 1012 right to claim ............. , 7.1, 9.4, 9.5, 9.11, 10.1-1)1.2, 11.9112:1,139,14.8,15.1,15.5,17.3 Safety and Protection;,,,,,,,,,,,,6.20-6.22, 7.2, 13`.2 Safety Represeiifative _...,,,, ..... ........6.21 Shop Drawings and Sample's Submittal; .... 6.24-6:28 Special Consultants ....... ............ ................ .....11.4.4 Substitute Construction Methods and Procedures 6:7 Substitutes and "Or -Equal" Items, Expense .......................................... 6.7.1, 6.7.2 Subcontractors, Suppliers and Others,,,,,,,,,, 5.8-6.11 Supervision and Superintendence ......... 6:1, 6.2, 6.21 Taxes, Payment, by ............... ........................... :6.15 Use of Premises ........................................ 6.16-6.18 Warranties and guarantees ............... ....... :.. 0:5, 6.30 Warranty of'I'itle ..... 14.3 Written Notice Required -- CONTRACTOR stop Work or terminate,,.....15.5 Reports of Differing Subsurface and Physical Conditions .............. I........ 4.2.3 Substantial Completion,.., -._,................... 14.8 viii Article or Paragraph Number Coordination— CONPRACTOR's responsibility ........................ 6.9.2 Copies of Documents,,,,,,,,,,,,,,,_,,, 2.2 Correction Period'.. ....... .......... ...... ....... I ...... J3.12 : Correction, Removal or Acceptance of Defective Work-- in general,,;,,,,,,:.........................10.4.1, 13.16-13.14 Acceptance of Defective Work.... ................. 3.13 Correction or -Removal of Defective Work................................6.30, 13.11 Correction Period 13.12 OWNER May Correct Defective Work ,,...-......... 13.14 OWNER May.Stop Work ............ Cost= - of Tests and Inspections ........ .............. :.......... ...a3A Recordsil.7 Cost of the Work-- Bonds and insurance, additional ,,,,,,,,,,,,,,,,,,,11 A.5.9. Cash Discounts..............................................11.4.2 CONTRACTOR's Fee..., ........... 11.6 Employee Expenses:.....................................1:1.4.5:1 Exclusions to ::..::.......:........:.:.:....:.:...........::.... -11.5 General 11.4-11.5 Komc office and overhead expenses ....................11..5 Losses and damages .................... ......... .11.4.5.6 Materialsand equipment...............................11.4.2 Minor expenses............................I..............1 1.4.5.8 Payroll costs on changes.................................11.4.1 perform ed' by Subcontractors„ ............... :.........1 L 4.3 Records 11.7 Rentals of construction equipment and machinery: .................. ........... ....... 11 A.5.3 Royalty payments, permits and . license fees.............:................:...:....:....11.4.5.5, Site office and temporary facilities..............„It 1.4.5.2 Special Consultants,. CONTRACTOR's............. 11.4.4 Supplemental ........................................... .. ..11.4.5 Taxes related to the Work ................... 11.4.5.4 Tests and Inspection ...... ........... .....j3.4. Trade Discounts ... ........................... ............. -.11.4.2 Utilities, fuel and sanitary facilities ..............1.1.4.5.7 Work after regular hours................................. 11.4.1 Covering Work ....... ...:.............. ...:................ :.13.6-13.7 Cumulative Remedies ............................... ,,,,,, T4-17.5 Cutting, fitting and patching ................................... 7.2 'Data, to be furnished by OWNER..... I ....................... 8.3 Day --definition of........::......................................17.2.2 Decisions on Disputes .............*......,,,,,,......... 9.11, 9.12 defective --definition of.. . ............_..................... _... _ 1.14 defective Work -- Acceptance of.......................................10.4.1. 13.13 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Correction or Removal of...................._10.4.1, 13.11 Correction Period 13.12 in general.........................................13, 14.7, 14. t l Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OWNER t17sy Stop Work .............. :........... ....... 13.10 Prompt Notice of Defects. ........ ......................... 13.1 Rejecting ::.:.................... ... 9-6 Uncovering the Work: .............................. ........ 13.8 Definitions 1 Delays......................................4.1, 6.29, 12.3-12A Delivery of Bonds ..................................................... 2.1 Delivery of certiftcates•of insurance ...........................2.7 Prices Determinations for Unit ... ............ ................ ... 9.10 Differing. Subsurface or Physical Conditions-- Noticeof......_.................................................4.2.3 ENGINEER's Review...........:..........................4.2.4 Possible Contract Documents Change„.,_,,,.,,„.4.2.5 Possible. Price and Times Adjustments .............. 4.2.6 Discrepancies:Reporting and Resolving................................2.5, 3.3.2, 6.14.2 Dispute Resolution— Agreement........................................... .. ... 16.1-16.6 Arbitration... 16.1-16.5 generall6 Mediation 1.6.6 Dispute Resolution Agreement..........................16.1-16.6 Disputes, Decisions by ENGINEER ...,,.., 9,11-9.12 Docum ents-- Copics of_ .................. .................................. .....2.2 Record 6.19 Reuseof.............................................I...............3.7 Diawings--definition of .............:......:..................... L 15 Easements.............................................................4.1 Effective. date of Agreement -- definition of .............. J. 16 Emergencies ............................................ ..............6.23 ENGINEER — as initial interpreter on disputes ,.................. 9.11-9.12 definition of.... .............................. ..........1a7 Limitations:on authority and responsibilities,.,,, 9.13 Replacement of, .................................... ............. 8.2 Resident Prcjcct Representative ...........................9.3 ENGINEER's Consultant -- definition oC. •,., • •„ • • •,,,, •,1.18 ENGINBER's-- authority and responsibility, limitations or) ........ 9.13 Authorized Variations in the Work..................•..9.5 Change Orders, responsibility for ....... 9.7, 10, 11, 12 Clarifications and Interpretations ......... ,,.. 3.6.3, 9A Decisions on Disputes.,,._,,,;,,„....................9.11-9.12 defective Work, notice of... •„• ...........................13.1 Evaluation of Substitute Items ............ ............:6.7.3 Liability .................................................... .32, 9.12 NTotice Work is Acceptable- .... .............. .......... .14,13 Observations .................... .......................6.30.2, 9.2 OWNER's Representative ..................... ... ---------- ..9:1 Payments to the CONfRAC fOR, Responsibility for.....................................9.9. 14 Recommendation of Payment...................14.4, 14.13 Article or Paragraph Num ber Responsibilities --Limitations on,,...,,.,,.,•••„9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................ 4.,14 Shop Drawings and Samples, review responsibility ........:............................... 6:26 Status During Construction -- authorized variations in the Work ............... ... 9.5 Clarifications and Interpretation$.................:9.4 Decisions on Disputes ........................ 9.11-9.12 Determinations on Unit Price.. ......... ..........RAO ENGINEER as Initial Interpreter- ......... 9.11-9.I2 F.NGiNEER's Responsibilities ................9.1-9,12 Limitations on ENGINEER's Authority and Responsibilities: .......... ;_................ 9.13 OWNER's Representative ............................... 9.1 Project Representative.....;.._... ....9.3 Rejecting Defective Work .............................. 9.6 Shop Drawings, Change Orders and Payments., ................... .......9.7-9.9 Visits to Site................................................:9.2 Unit Price determinations ...............:.....:..:......... 9.10 Visits to Site.......................................................`1.2 Written consent required ................................ .2 4.1 Equipment, Labor; Materials .and ........................ 6.M.5 Equipment rental, Cast of the, Work___ ............. 11.4.5 3 Equivalent Materials and Equipment. ...................... •§.7 error or omissions..................................................6 33 Evidence of Financial Arrangements ....................... 8-11 Explorations of physical conditions ....................... 4.2.1 Fee, CONTRACTOR's--CostsPlus ...........................11.6 Field Order -- definition of ....... ............................................... 1:19 issued by ENGINEER,; „•.. 3.6.1, 9.5 Final Application for Payment,,..,, ., 14A2 Final Inspection'............. :..................................... 14. Il Final Payment — and Acceptance ,,,,,,,,,,,,,,,,,,•._..._.......• _ 14.13-14.14 Prior to, for cash allovances,.,,,„•..................•,..,1.1.8 General Provisions;;; 17.3-17.4 General Requirements — definition of.....................................................1.20 principal references to..............2.6, 6.4, 6.6-6.7, 6.24 Giving iNoticc................................. ......17.1 Guarantee of Work —by CONTRACTOR........6.30. 14.12 Hazard Communication Program s................. •.....,,, 6.22 Hazardous Waste -- definition of.....................................................1.21 general...... ......... ....... I ........... :..-------- ...............4.5 OWNER's responsibility for .............................. 8.10 EJCDC GENERAL CONDITIONS1910.8 (10b EDITION) wJ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Indemnification ............................. 6.12, 6.16; 6.31-6.33 Initially Acceptable Schedules.................................:2.9 Inspection-- Certificatesof........... .................. 9-13.4, 13.5. 14.12 Final .......................................... 14.11 ................. Article or Paragraph Num tier Special, required by ENGINEER,,,,,,,,,,,,,,,,, 9.6 Tests and Approval ............................ 8.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER ..................... ........5,14 Additional, required by changes in the Work .........................................:. 11.4.5:9 Before starting the Work.....................................2.7 Bonds, and --in general..........................................5 Cancellation Provisions 5.8 Certificates of ...................2.7, 5, 5.3, 5.4.11. 5A.13, ................. .J.6.5, 5.8, 5:14, 9,13.4, 14.12: completed .operations..................................1.15.4. i3 CONTRACTOR's Liability..................................5.4 CONTRACTOR's objection to coverage;,,,,,,,,,,,, 5.14 Contractual Liability. ........:....:....... .............. 5.4.10 deductible amounts, CONTRACTOR'S responsibility ................................................5.9 Final Application for Payment ......:..................14.12 Licensed Insurers...............................................5.3 Notice requirements, material changes.5.8, 10.5 Option to Replace ......................................... 5114 other special insurances ............................... _.J.10 OWNER as fiduciary for insureds,.,,,,,, „5.12-5.13 OWNER's Liability_ ....................... ............... ....5.5 Q'AWER s Responsibility.....................................8.5 Partial Utilization, Property Insurance ,,,,,,,,,,,,,,,5.15 Property.................. ................................... ?:6-5.10 Receipt and Application of Insurance Proceeds:.............................................5.12-5,13 Special Insurance...... . ................ ...... _ ..... __.5-10 Waiver of Rights ... ........ ...................... ............... 5.11 Intent of Contract Documents .............................. Interpretations and Clarifications„...................3.6.3, 9.4 Investigations oephysical conditions 4.2 Labor, Materials and Equipment..,,,.......... ............:3-6.5 Lands -- and Easements...................................................$.4 Availability. of,...,,...,,.,,,.,,.„; . ...................... 4'1, 8.4 Reports and Tests ......... .............. ................ ........ 8.4 Laws and Regulations --Laws or Regulations -- Bonds................ :....................................... 5.1-5.2 Changes in the Work....,.... I ....................... 10.4 Contract Documents .....::........... I.......................3.1 CONTRACTOR's Responsibilities.... ................. 6.14 Correction Period; defective Work, ................... '1112 Cost of the Work, taxes ................................ 11.4.5.4 definition of ................ _. ................... .............. L22 gcner016.14 Indemnification ....................................... 6.31433 Insurance... .............. ............... ......................... 5.3 Precedence;_....... .,.:,.3.1, 3.3.3 Reference to....................................................3.3.1 Safety and Protection...- .......................... 6.20, 13.2 Subcontractors, Suppliers and Others .......... ..8=6.11 Article or Paragraph Number Tests and Inspections...................................13.5 Use of Premises ............: ...................................0 6.16 Visits to Site... 2 Liability Insurance-- CONTRACTOR'S . ........................................:..... 5.4 OWNER's.....:........................... ...................:..... 5.5 . Licensed Sureties and Insurers ................................ 5.3 Liens -- Application for Progress Payment, ................. ; .... 14.2 CONTRACTOR's Warranty of'ritic................_ 14:3 Final Application for Payment ....:. ................14.12 definition of-..... ..... .................... .................. 1.23 Waiver of Claims ........ , ..,, 14.15' Limitations on ENGINEER's authority -and responsibilities.--.........:....................................9. 13. Limited Reliance by CONTRACTOR Authorized...................................................... 4.2.2 Maintenance and Operating Manuals:- Final Application for Payment ................. _....... 4.12 Manuals (of others)-- Precedence....................................................33.3. t Reference to -in Contract Documents ..................3.3.1 Materials and equipment - furnished by CONTRACTOR ...... ,............ .....__.. 6.3 not. incorporated in Work ,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,14.2 Materials or equipment --equivalent ..........................6.7 Mediation (Optional), .....................16.7 Milestones --definition of.......................................1.24 Miscellaneous -- Computation of Times.... ........... ................. 17.2 Cumulative Remedies .........:.............................. 17.4 Giving Notice .............. ........................ ............... 17.1 Notice of Claim' ................. I...................... ......17.3. Professional Fees and Court Costs Included ......... 17.5 Multi -prime contracts ............. .................. , 7 Not Shown or Indicated.........................................4.3.2 Notice of - Acceptability of Project ... ............... .... ............... 14:13 Award, definition of........................................J.25 Claim ................... ................................ 17.3 Defects,13.1 Differing Subsurface or Physical Conditions .. ..... 4.2.3 Giving ............................. ........................... 1,7.1 .... Tests and Inspections,,,,,,,,,,,,,,,, I .,13.3 Variation, Shop Drawing and Samplq............... 6.27 Notice to Proceed - definition of......................................................1.26 givingo.................................... _:............... ...... 2.3, EJCDC GENERAL. CONDMONS 1910.3 (1990 ED111ON) w/ CITY OF FORT COLLrNs N16DMCAT M (REV 9/991 Notificatibn to Surety ..............................................10.5 Observations, by ENGINEER ----- .................... fi.30, 9.2 Occupancy of the Work ........... 5.15, 6.30.2.4, 14.10 Om issions or acts by CONTRACTOR., ..... ........ 6.9,9.13 Open Peril policy form, Insurance ........................... 5.6.2 Option to Replace ....................................................5.14 Article or Paragraph Num ber "Or Equal" Items ......................................................6.7 Other work 7 Overtime Work --prohibition of ..... : ........................... 63 OWNER -- Acceptance ofdefeqive Work ........................... 13.13 appoint: an ENGINEER........................I..............8.2 as fiduciary .......................... ...... $.12-5� 13 Availability of Lands, responsibility... ................. :4.1 definition of ... ** ....... * .................. * ...... * --- 1.27 data, furnish..................................... ............. .... ... ` .... ......... ........... 8.3 May Correct Defective Work ............................ 1114 May re4se.to make payment.............................14.7 1. May Stop the Work ............ ............................ 1310 May Suspend Work, Terminate ...........................8.8, 13.10, 15.1-15.4 Payment, make prompt .... ............... 83, 14.4, 14.13 performance of other work .................................. TI permits and license-, requirementl ...................6.13 purchased insurance requirements„-,,,,,.. 5.6-5.10 OWNTER!sw Acceptance of the Work ..............................6.30.2.5 Change Orders, obligation to c.xecute .......... ;9.6, 10.4 Communications 8.1 Coordination of, the Work 7.4 Disputes, request for decision:............................9.11 Inspections, tests and approvals.................$.7, 13.4 Liability Insurance ............... ...... I..... I ....... Notice of Defects .......... ***"*"' 13.1 Representative --During Construction, ENGINEERS Status 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or. Radioactive Material ... ............ 8.10 Change Orders ..............................................8.6 Changes in the Work...................................10.1 -communications.: .... ................. ................ 8. CONTRACTOR's responsibilities ................... 8.9 evidence of finai-icial arrangements ................ 8.11 inspections., tests and approvals,,,,,,,,,,,,,,,,,,, 83 insurance...................................................... 5.5 lands and easements ........................ _ ............ 8.4 prompt payment by ........................................8.3 replacement of ENGINEER ....................... ; .... 8.2 reports and tests- ..I... I .... I ... 1111 ...... I .......... 8.4 stop or suspend Work ................. 5.8, 13.10, 15.1 terminate CONTRACTORs services 8,8, 15.2 separate representative at sitq .............................93 testing, independent, ........................................ 13.4 use or occupancy of the Work .... ..................... 5.15, 6.30.2.4. 14.10 written consent or approval required.........................................9.1. 6.3, 11.4 xi EJCDC. GENERAL CONDITIONS 1910-8 (1990 EDMON) w/ CITY OF FORT COLLINS NIODIFICA11ONS (REV 9/99) Article -or Paragraph Num her written notice required ......................... |.u4,vo|. —'_--........ —_,/|�2,U/\w.7.ui4 uoMnitionm[-------_—_-----.—�/.2o ~ —'--- —'---------_ 4.5 OWNFR!s responsibility for�.... ......................... �.l0 Partial Utilization_ ,definition of ...................................................... general o.3o2.4.\4xo Pa yments to CONTRACTOR and Completion— ................ =_______.,^'�» w ro*m|ouxmu^"--------.—_---]4.N .......................................................... Review of Applications for Progress Payments .......... ............ —J4.4-)4.7 vmmn $3 Waiver of Claims 14.15 Permits 6.13 Physical C,onditionS7- general 4.2.1.2 Article nrParagraph Numbig Shown or Indicated 4.3.1 Progress Payment, Applications for ............. _......... 4.z Project Representative— ENCrINEE,R!s Status During Construct ion,,..,. ..... �9.3 Property Insurance_ Additional.................................. ...................... 5,7 portmUtilization ............. ........ .......... 5.c5;|4|o2 receipt-and,applicati,on -of proceeds __. 5.12-5`13 Protection, Safety and ._____......... 6.10-6.21`/3.2 Punch _14.n Radioactive Material-- drGutio/c�_~`__^_______._^_]�a2Reference Points 4:4 provision for ..... Fort Collins Executive Summary This report provides an overview of the inspection of specific equipment relating to the gas -fired water heater (boiler) located in Room 139a of the Operation Services building at 300 Laporte Avenue Fort Collins, Colorado. Matt Zoccali and Bruce Byrne, employees of the City of Fort Collins, conducted a site inspection for asbestos - containing materials (ACM) on May 261"2010. The boiler and associated pipes, ductwork and insulation were inspected and bulk samples of suspect materials were collected and submitted to an analytical laboratory for analysis. This report presents the results of the inspection. Matt Zoccali and Bruce Byrne performed the inspection subject to federal, state and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state and local requirements for identifying the presence of AGMs. A material is considered ACM if the asbestos content, as determined by laboratory analysis, is greater than one percent. No asbestos -containing materials (ACM) were identified on the boiler during two separate inspection/sampling events. During a previous inspection conducted by Walsh Environmental Scientists and Engineers, LLC (WALSH), pipe insulation at this location was assumed to contain asbestos, based on observation and sampling of similar looking materials. Pipes in the vicinity (above ceiling) of the proposed work activities may contain amounts of non -friable asbestos - containing pipe sealant. Please see inspection documents in Attachment lfor further details. 300 Laporte, Boiler Inspection (ACC Report August 17, 2010 Article or Paragraph Num ber Resident. Superintendent, CONTRACTOR* ............... 6.2 Responsibilities— CONTRACTOR s-in general .................................. 6 ENGINEER's-in general.. , I . 1. 1 . .... I I ...... I ........ I., .... 9 Limitations on ............................................. 9.13 OWNERs-in general... ....... o .... I ................ I., ...... -A Retainage............................................................14.2 Rcuse of Documents 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal .......................„6:25 Review of Applications for Progress Payments., ... ...... .......... J4.4-14.7 Right to an adjustment ............... 10.2 Rights of Way,,,,,,,,,,,,,,,,,,, .4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection................................4.3.2, 6.16, 6.18, ............. ...... ..... 6.20-6.21, 7:2. 13.2 general .................................................... 6.20-6.23 Representative, CONTRACTOR's.......................¢.21 Samples -- d6finilion of......................................................1.34 general ..:.: ............ ...:............ .:................ . 6 24-6:28 Review by CONTRACTOR ............................... 6.25 Review by ENGINEER ..............................(.26, 6.27 related Work.....................................................6.28 submittal of 6.24.2 submittal procedures .............. ..................... ...... 6:25 Schedule of progress., .................I.........2.6, 2.8-2.9, 6.6, .................................-.....6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals...............................).6, 2.8-2.9, 6.24428 Schedule of Values.............I.......I........7.6, 2.8-2.9, 14.1 Schedules -- Adherence to...........::.....................................15.2.1 Adjusting.............................................................6.6 Change of Contract Times.................................10.4 Initially Acceptable ............... .................... ... :8, 2.9 Preliminary ... ....... ............... .......................... .... 2.6 Scope oC Changes, .............................. ..10.3-10.4. Subsurface Conditions... ..................................... 4.2.1.1 Shop Drawings= - and Samples, general ................................ 6.24-6.28 Change Orders & Applications for Payments, and... .......... I ...... .................. 9,7-9.9 definition of..................................I..............I....1.35 ENGINEER's approval of ........... ...................3.6.2 ENGCNEER's responsibility for review ..................................... 9.7, 6.24-6.28 related Work... , .......................................... .....6:28 review procedures...............................2.8, 6.24-6.28 Article or Paragraph Number submittal required...............................................6.24.1 Submittal Procedures ......................................... 6.25 use to approve substitutions .................... 6.7.3 Shown or Indicated,,,,;,,,..,, ................43.1 Site Access ........ ................7:2. 13.2 Site Cleanliness..................................................... 6.17 Site, Visits to -- by ENGINEER ..........................................9.2. 13.2 by others... ............... ....... I ......... 13.2 "special causes of loss" policy form, insurance....................................................... 5.6.2 definition of .................................:..:................1.36 Specifications- defination of............................................. .....36 ..1 of Technical Societies, reference to .... I..............S11 precedence......................................................3:3:3 Standards and Specifications of Technical Societies.... ............ ...33 Starting Construction, Before ............... I., ............. 2.5-2.8 Starting the Work.....................................................2.4 Stop or Suspend Work -- by CONTRACTOR...........................................15.5 by OWNER.. I ............ 8:8, 13.10, 15.1 Storage of materials and equipment .................. _4. I, 7.2 Structural Loading, Safety... ..... I ........... .....::.......... 6.18 Subcontractor -- Concerning ................................................0.8-6.11 definition of ........................................................ 1.37 . delays............................. ..............12.3 waiver of rights................................................0.11 Subcontractors --in general.................................6.8-6.11 Subcontracts --required provisions,.;,,..,, 5.11, 6.11, 11.4.3 Submittals - Applications for Payment:...............................14.2 ��laintenance and Operation Manuals,,,_,,,.,,,,_ 14.12 Procedures...................................................... 6.25 Progress Schedules.,-,,,......:..........................2.6, 2.9 Samples......... ............... ................ ...... ...... 6.24-6.28 Schedule of Values .................... ................. 2:6, 14.1 Schedule of Shop Drawings and Samples Submissions .......... ,............... _..... _.,2.6, 2.8-29 Shop Drawings ........................................ 6.24=6.28 Substantial Completion— cerdfi cation of............................6.30.2.3, 14.&14.9 definition of ............................. ............. :...:...... 1.38 Substitute Construction Methods or Procedure*,, ...... 6;7.2 Substitutes and "Or Equal" Items............................„_63 CONTRACTOR's Expense,,,,,,,_ I .............6.7.1.3 ENGINEER's Evaluation ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.7.3 "Or-Equal"...................................................6.7; 1.1 Substitute Construction Methods xiii E1CDC GENERAL CONDMONS 1910.8 (1990 EDITION) wJ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number or.Procedures.... :.........................................6. 7.2 Substitute Items............................................6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatgg to,,,,,,,,,,,,;,,,,,,,,,,, 4.2.1.2 ENGWEER's Review 4.2:4 general... ................:..................:............:........:. 4.2 Limited Reliance,by CONTRACTOR Authorized 4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions ............. .......................... 4.3.1;2 Possible Contract Documents Change...............4.2.5 Possible Price andTimes Adjustments................ .2.6. Reports and Drawings.._.................................4.2.1 Subsurface and 4.2 Subsurface Conditions at the Site ... ... .............. 4_:l.l Technical Data ............:.......... ....... .......... 4.2.2 Supervision— CONTRACTOR's responsibility, ..........................6.1 OWNER shall not supervisq................................8.9 ENGINEER shall not supervisq................ 9.2i 9.132 Superintendence .................................. ....... .:...6.2 Superintendent, CONTRACTOR's resident .................2 Supplemental. costs ...:.:......... .... 11.4.5 Supplementary Conditions -- definition of......................................................1.39 .principal references, to.................1,10, 1.18, 2.2; 2; 7, ............. .......... 4.2, 4.3. 5,1,3.3, 5A. 5.6-5.9, ............... 5.11. 6.8, 6.13, 7:4, 8.11, 9.3, 9.10 Supplementing Contract Documents .......................„ 3:6 Supplier -- definition of......................................................1-40 principal references to...........,3.7, 6`.5, 6.8-6.11, 6.20, ................... ................... 0,24, 9.13,.14.12 Waiver of Rights., ............................. I .......... f Surety - consent to final payment, .......................14.12, 14,14 ENGINEER has no duty+to................................9.13 Notification of ......................... ....._-,10.1. 16.5. 15.2 qualification of.. _._.._.... ........................... . _..5.1-5.3 Survival of Obligations .......................................... 6.34 Suspend `Work, OWNER May ............ ........... 13.10, 15.1 Suspension of Work and Termination- ......................15 CONTRACTOR May Stop Work or Term inate ............................ ...............15.5 OWNER May Suspend Work OWNER May Terminate,,....,,; ,,.,,......... 15:2-15.4 Taxes --Payment by CONTRAC'l'OR........................ 6-15 Technical Data -- Limited Reliance by CONTRACTOR .................4,2.2 Possible Price and Times Adjustments.:........:...4.2.6 Reports -of Differing Subsurface and Physical Conditions.... .......... I.....................4.2.3 xiv Temporary construction facilities ............................ 4.1 Article or Paragraph Number Term ination=- by CONTRACTOR...........................................15, 5 by OWNER ................. :............... ....... 1i.8, 15.1-15.4 of ENGINEER s employment .......................... .. ...8.2 Suspension of Work-in general .............................15 Terms and Adjectives;,,.,,,,, .-..., . 3.4 Tests and Inspections-- Access. tothe Work, by others ...........................13.2 CONTRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior to .......... .................... 13.6-13.7 Laws and.Regulations(or)......... .......... ........... 13.5 Notice of Defects, .................. .................13.1 OIVNER May Stop Work ................. ............. 13.10 OWNER'S independent testing,,,,,,,,,,,,,,,, ....33.4 special, required by ENGINEER,,,,,,,,,,,,,,,,,,,,,, 9.6 timely notice r .quint. ................ .............. j. 13.4 Uncovering the Work, at ENGINBER's request.................................................13. 8-13.9 Times - Adjusting.......................................................... 6: 6 Change, of Contract ....... .......................:.........12 Computation of................................................17.2 Contract Times --definition of,;,;. ,,;,;1.12 day....................................................17.2.2 Milestones ...... .................. ............. ..................... 12 Requirements-- appeals........................ 9.10, 16 clarifications, claims and disputes..................9.11, 11.2. 12 Commencement of Contract Times,,,;,,,;,,,,,,,, 2.3 Preconstruction Conference„,,,,,,,,,,,,,,,,,,,,,,,,,).8 schedules.........................................2:6, 2.9; 6.6 Starting the Work.........................................2.4 Title, Warranty of....................................................14.3 Uncovering Work ............................... ............ 13.8-13 9 Underground Facilities, Physical Conditions -- definition of 1.41 Not Shown or Indicated ................................... 4.3.2 protection of .............. ...:......... .................. 4.3, 6.20 Shown or Indicated ............................................ 4.3.1 Unit;Price Work - claims..........................................................1.1.9.3 definition of....................................................1.42 genera I11.9, 14.1, 14.5 Unit Prices-- general11.3.1 Determination far..............................„-,,,_,.,-,.,.9:10 Use of Premises,,,,,,,,, 6.16, 6;18, 6.30.2.4 Utility owners,..... I......................6.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial ....... ,........... 1.28. 5.15, 6.30.2:4, 14.10 Value of the Work...................................................11.3 Values, Schedule of. .................... .........2.6. 2:8-2.9, 14.1 EJCDC GENERAL cotbr IONS 1910.8 (1990 MITIOI) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Variations in Work --Minor Authorized .... ................. 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER ................................... 9.2 Waiver of Claims --on Final Payment ...... I ...... I ........ i4.15 Waiver of Rights by insured partic.5 .................. 5.11,6.11 Warranty and Guarantee. Gencral--by CONTRACTOR ................................................6.30 Warranty of Title, C RACTORs ......... _ ............ 14.3 Work -- Access to 13.2 byothers ...................................................... I ........ 7 Changesin the....................................................10 Continuing. the ................................................. 6.29 CONTRACTOk May. Stop Work or Terminate -15.5 Coordination of ......... ............. ..........7.4 Cost of the ....... * ............ 11.4-11.5 ' definition 4 1.43 neglected by CONTRACTOR..., ... ...... 1114 otherWork............................................................7 OWNER May Stop Work .............................. _ 13. 10 OWNER May Suspend Work .................... 13.10, 15.1 Related, Work at Site ..................................... 7.1-7.3 Starting the,::...... ..................................... ... * 2A Stopping by CONTRACTOR ............ ................. I - 5.5 Stopping by, OWNER_ ....... ......... "'*'****" 15.1-15.4 Variation and deviation authorised,minor ........... 3.6 Work Change Directive— claims.pursuant tQ ............................................ JO.2 definition of ....................... 1.44 principal references to * ...................... 3.5.3, 10.1-10:2 Written Amendment -- definition of ............ ......................................... 1.45 principal references to ...... ....... 1, 10, 1 5_5.10,0. 12, ......................... 0.6.2,6.8.2, 6.19,10.1, 10.4, ............................11.2, ...........................11.2, 12.1, 13-12.2, 14.7. 2 Written Clarifications and Interpretaticrts,*'... . ................. I ........... 3.6.31 9.4. 9.11 Written Notice Required — by CONTRACTOR ... .................... 7.1, 9.10-9.11, 10.4. 11.2. 111 by OWNFR 9.10-9.11, 10.4, 11.2, 13.14 xv rjcDc. GENERAL CONDITIONS 1910-8 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9/99.) ('Chis page Icft blank int ntioiially) xvi E1CDC GENERAL CONDITIONS 1910•S (1990 EDITION) w/ CITY OF FORT COLCMS NIODMCATIONS (MV 9/99) GENERAL CONDITIONS ARTICLE 1—DEFM110INS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1,1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change. the Bidding Requirements or the Contract Documents. 1.2. Agreement —The written contract bchveen OWNER and CONTRACTOR covering the Work to be performed other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The" form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting "documentation as is required by the Contract Documents. 1.4. Asbestos --Arty material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration, 1.5. Bich -The offer or proposal of the bidder submitted on the"prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Docionents—The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Biddt'ng Requiremems--The advertisement or invitation to Bid. instructions, to bidders, and the Bid form. I.S. Bonds -Performance and Payment bonds and other instruments of security. 1.9.. Change Order —A document recommended by ENGD EER, which is signed ,by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work:, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to 1'roceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENUtAL CONDI170N51910-8 0990 Edition) w! CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000) same are more specifically identified in the Agreement, together with all Written Amendments, Change. Orders, Work Change Directives,Field Orders and ENGINEERS written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs. 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents. 1.11. Contract Price -The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of.Unit Price Work), 1.12. Contract Times —'rho numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEERs written recommendation of final payment in accordance with pamgmph 14.13. 1.13: CONMACTOR—The person, tine orcorporation with whom OWNER has entered into the Agreement 1,14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not confirm to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the'Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14,10). 1.15. Drawings--The.drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which. have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined 1,16. Effective Date of the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means -the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17, ENGINEER —The person, firm or corporation named as such in the Agreement. 1.18. ENGMEER's Consultant —A person, firm or corporation having a contract With ENGINEER to. furnish services as ENGINEERS independent professional associate or consultant with,respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order —A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5'but which does not involve a change in the Contract Price or the Contract Times. 120. General Requiremients-Sections of Division 1 of the Specifications. 121. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time.totune. 122:1. Larvs and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes 'arid orders of any and all governmental bodies agencies, authorities and courts having jurisdiction 1.22.b. Lezal Holidays--shall be those holidays observed by the City of Fort Collins. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1,24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Corripletion of all the. Wort:: 1.25. Notice of 4ward--A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions ,precedent enumerated therein, within the time specified,. OWNER will sign and deliver the Agreement: 1.26. Notice to. Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commcmoe to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER -The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28. Partial Utilization —Use by, OWNER of a substantially completed part of the Work for the purpose for which it. is intended (or a related purpose) prior to Substantial Completion of aft the Work 129. PCBs —Polychlorinated biphenyls. 1.30. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14:7 pounds per square inch absolute), such as oil, petroleum; fuel oil, oil sludge; oil refuse,, gasoline, kerosene and oil mixed with other non-flazardous Wastes and crude oils:. 1.31: Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents, 1.32.a: Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC 06'NE CONDITIONS 1910-8 (1990 Editim) w/ cur y OF FORT cout S momnCATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Wor ine Hours- -Regular working hours are defined as 7:00am to 6:00om unless otherwise qnecitied in the General Requirements. 1.33. Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site oreny part thereof 1.34. Samples=Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Draxdngs-All drawings; diagrams, illustrations, schedules and other data or information Which are specifrcall prepared or assembled. by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some'portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and 'certain administrative details applicable thereto. 1.37, Subcontractor —An individual, firm or corporation Having a direct contract with CONTRACTOR or with any other Subcontractor for the puf3rmarice-of a part of the Work. at the site. 1.38. Substantial Completion —The Work (or a specified part thereoQ has progressed to the point, where, in the opinion of ENGINEER• as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized .for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGTNEER's written recommendation of final payment in accordance with paragraph 14.13. The terns "substantially complete" and "substantially completed as applied to all or part of the Work refer to. Substantial Completion thereof. 1.39: Supplementary Conditions —The part of the Contract Documents which amends or'supplements these General. Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, inaterialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in`the Work by CONTRACTOR or arty Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal. traffic or other control systems or, water. 1.42. Unit Price YYork—Work to be paid for on the basis of unit prices. 1.43. Work —The entire completed construction or the various separately identifiable parts, thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and intoting materials and equipment into the construction, and perrpomfonning or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44, {York Chmige Directive -A written directive to CONTRACTOR, issued, on or after the Effective Date of the Agreement and signed byOWNER and recommended, by ENGINEER. ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which. the Work is to be performed as provided in paragraph 4.2 or 4 3 or to emergencies under paragraph 623. A Work Change Directive will not change the Contract Price or the Contract 'times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as Provided in paragraph 10.2. 1.45. Written. Amem*new-A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agrcement and normally dealing with the nonengineenng or nontechnical rather than strictly construction -related aspects of the'Contract Documents. ARTICLE 2—PRELEULNARY MATTERS De4very of Bonth-.- 2.1. When CONTRACTOR delivers the executed Agreements to OWNER . CONTRACTOR .shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents! 2.2. OWNER shall furnish to CONTRACTOR up, to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed• 2.3. The Contract Times will commence to run on the thirtieth day attar the Effective Date of the Agreement, or, E:JCDCGENERAL CONDITIONS 1910-8 (19W Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) if a Notice to. Proceed is given, on the day indicated in the Notice to Proceed. A Notice.to Proceed may be given at any time within thirty days after the Effective Date of the Agreement, In no _9 ill LW Cant.. d m: of-Bid-opening-oFthe-thirtieth-day-aiteFthe-EtFeetive-pate oEthe-Abreamatkwhicheverilate-isearlizr. Starting the (York: 14. CONTRACTOR shall start to perform the Work on the.date when the Contract Times commence'to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field ineasurements: CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover.' and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof 2.6, Within ten days after the Effective Date of the Agreement (unless otherwise spccifted in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2:6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any ivlilestones,specified in the Contract Documents; 2.6.2. a prelim itna y schedule of Shop Drawing and Sample submittals which will list 'each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review.by Engineer: 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdividethe Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include, an appropriate amount of overhead and profit: applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR end ^a,� OWNER shall eaeh deliver to the ether OWNER. with copies to identified in the Supplementary Candit-iens ENGINEER certificates of insurance (and other evidence of insurance reasonably - -request , requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.4,-&A-and-5T Preconstruction Conference: 2:8. Within twenty days after the Contract Times startto> run, but before any Work at the site is started, a conference attended by CONTRACTOR; ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in. paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Sehedules.- 2.9. Unless otherwise, providedin the Contract Documents, before any work at the site begins a conference attended by CONTRACTOR, ENGINEER. and others as designated by Owill be. hcld to review ort�paccceptability WNER to ENGINEER,a''s provided below the schedules submitted in accordance with paragmph2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days to make. corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the, schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOWs. schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTORs schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AINMN13MG, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement. between OWNER and CONTRACTOR concerning the Work The Contract Documents are. complementary; what is called for by.one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the. Project. 3.2. It is the intent of the Contract Documents to EJCDC OENOUL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any 'Work, materials or equipment that may reasonably be inferred frexn the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe \4u& materials or equipment such words or phrases shall. be interpreted in accordance with that meaning.. Clarifications and interpretations of the Contract Documents shall beissued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to.Skan&u* and Specifrcdtions of Technical .Societies; Reporting and Resobing Discrepancies 3.3.1. Reference to standards, specifications, manuals or codes of arry technicalsociety, organization or association, or to. the Laws or Regulations of any governmental authority; whether such reference be specific or by implication, shall mean the latest standard,, specification, manual,, code or Laws or Regulations in effect at the time of opening of Bids (or; on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. It; during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard; specification, manual or code or.of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not pioceed with the Work affected thereby (except in 'an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3:5 or' 3.6: provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER. for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error„ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 333.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code. or instruction shall be effective to change the duties and., responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants; agents or employees from those set forth in the Contract Documents, nor shall it be etTccdve to assign to OWNER, ENGINEER or any of FNGINF.ER's Consultants, agents or - employees. any duty or authority to supervise or direct the furnishing or. performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such terra or -'adjective shall not be effective to assign to ENGRCER any duty or authority to supervise.or direct the famishing or performance of ' the Work or any duty or authority to. undertake responsibility contrary• to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents: 3.5., The Contract Documents may be amended to provide for additions. deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), EJCDC GENERAL CONDITIONS 1910.8 (1990 Ediiim) wl CITY OF FORT COLLINS MODIFICATIONS (REVA2000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1): 3.6. In addition, the requirements of the Contract Documents may be,supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to.paragraphs 6.26 and 6.27), or 3.6.3. ENGMER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ofDocumentsr 3.7: CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownershirights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGTNEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or'copies on extensions of the Project or any oiher project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEEtt ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availabith), of Lands: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-ot=way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR L Jpotrreesrxtnbla wriMan raquast OWNER shall -identity any encumbrances or restrictions not of general application but specifically related to use of lands so famished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's famishing these lands, rights -of - way or easements. CONTRACTOR may make a claim therefor as provided in Articles I and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary con> truction facilities or storage of materials and equipment, 4.2. Subsurface and Physical Conditions: 4.2.1. Reports and Drawings: Reference is made to the'Supplementary Conditions for identification of: 4.2.1.1. Subsurface 'Conditions: Those reports of explorations and tests of subsurface conditions at.or contiguous to the site that have been; utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conctions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site. (e�tcept Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4'2'.2. Limited Reliance by CONTRACTOR Authotlze& Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports Arid drawings are not Contract Document& Such "technical data" is ideniified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon, or make any claim against OWNER. ENGINEER or any of ENGINEER's Consultants with respect to: 4.2:2.1. the completeness of:such reports and drawings for CONTRACTOR's purposes, including, but, not limited to, any aspects of the means, methods, techniques, sequences and Procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.111. other data, interpretations opinions andinformation contained in such reports or shown or indicated in such drawings or 4.2 23. any CONTRACTOR interpretation of or conclusion drawn from any "technical dauO or any such data, interpretations; opinions or information 4.2.3. Notice of Di( ng Subsurface ar P.hy#cal Comlifions: If CONTRACTOR believes that, any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical 6ia" on which CONTRACTOR is entitled to rely' as provided in paragraphs 4.2. l and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents. or 4.2:33. . differs materially from that shown or UMC.GENEM CONDITIONS 1910-9 (1990 E(fitim) W1 CGIY OF FORT COLLI NS MODIFICATIONS (REV 412000) indicated in the Contract Documents, or 4;23.4. is of anunusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shalt,, pry immediately after becoming aware thereof -and before further disturbing conditions affected thereby or performing any Work in connection therewith (except inan emergency as permitted by pamgmph 6:23), notify OWNER and ENGINEER at writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2:4. ENGINEER's. Review. ENGINEER will promptly review the pertinent conditions, determine the necessity. of OWNER'S obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and,00nciusions. 4.2.5. Possible Contract Documents Change: If ENGINEER concludes that a change in the Contract Document's is required as a result of a condition that meets one or more ofthe categories in paragraph 4,2.3, a Work Change Directive or a Change Order will be issued as provided in Article.10 to reflect. and document the consequences of such change. 4.2.6. Possible Price and Timer Ad'ustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease,in CONTRACTOR's cast of, or time required for performance oC jhe Work; subject, however, to the following: 4.2.6.1. such condition must meet one or more of the categories described in paragraphs 4.2.3.1 through 4.23.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4:2.5 will not be an automatic. authorization of nor a condition precedent to entitlement to any such adjustment; 4:2:6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions, of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contmct Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the City of 6 Collins Addendum to June 8, 2010 Inspection Report This addendum provides supplemental information to the initial inspection of specific equipment relating to the gas -fired water heater (boiler) located in the Fort Collins Museum building at 220 Mathews Street Fort Collins, Colorado. Matt Zoccali and Bruce Byrne, employees of the City of Fort Collins, conducted an additional inspection and sampling for asbestos -containing materials previously inaccessible during the May 261t, 2010 site visit. The interior of the boiler was inspected and bulk samples of suspect materials were collected and submitted to an analytical laboratory for analysis. This report presents the results of the inspection. Matt Zoccali and Bruce Byrne performed the inspection subject to federal, state and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state and local requirements for identifying the presence of ACMs. A material is considered ACM if the asbestos content, as determined by laboratory analysis, is greater than one percent. The inspection and lab analysis identified four (4) building materials that contains greater than one percent asbestos. The following material was confirmed to contain asbestos: 1. F_001 Gray fibrous insulation 2. C_001 Gray fibrous glazing 3. C 002 White/Gray fibrous resinous material 4. C_003 Gray fibrous glaze 220 Mathews, Boiler Inspection (ACM) Report -Addendum August 17, 2010 crof t Cothns Summary of Room 139a Bulk Sampling: Material Description RACM Location Comments Status White Boiler Flue Insulation -Fibrous No North side of boiler Sampled by Walsh and City of Fort Collins Staff. Both sample associated with Boiler- rope type results showed Non -detect for asbestos asket White Gasket Material- associated No South side of boiler Sampled by both Walsh and City of Fort Collins with Boiler -Gasket, foam material White Gasket Material -Fibrous No South face of boiler Sampled by both Walsh and City of Fort Collins associated with Boiler - Green Sealants, Misc.-pliable I No South wall on ducting, 8 Sampled by both Walsh and City of Fort Collins associated with ductwork- feet above floor White Sealants, Misc.-Hard associated No South side of boiler Sampled by both Walsh and City of Fort Collins with Boiler, tan mastic White Pipe Sealant -Hard associated No Pipe insulation from Sampled by both Walsh and City of Fort Collins .with Fiberglass pipe insulation- boiler White Pipe Sealant -Hard associated No Pipes above ceiling Walsh inspector assumed this material to be ACM, based on with Fiberglass pipe insulation- sampling of similar materials in Room 100 Corridor. No confirmatory sample results available; work procedures should not disturb these materials These pipes were not sampled b City of Fort Collins ins ctors Cray pipe sealant on Unused (historic) No East wall, 8 feet above flue floor 300 Laporte, Boiler Inspection (ACM) Report August 17,.2010 submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2, the existence of such condition could reasonably have been discovered. or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.216A.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Prrce or Contract Times, a claim may be made therefor as provided in Articles l l and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims costs, losses or damages sustained by I CONTRACTOR on or in connection with any other project or anticipated project 4.3. Physical Conditions --Underground Facilities: 4.3.I. .Shoxrn or 1ndcate& The information and data. shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data. furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 43.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.i.2. The.cost of all of the following will be included in the Contract Price and CONTRACTOR shall have. full responsibiliy for: (i) reviewing'and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents;(iii) coordination of the Work with the owners of such Underground Facilities during construction, and_ '(iv) the safety and protection of all such Underground Facilities. as provided in paragraph 6.20 and repairing any damage thereto resultingfrom, the Work. 4.3.2. Not Shown or Indicated.• If'anUnderground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly immediatelv after becoming aware thereof: and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.23), identify the owner of such Underground Facility and WCDC GENERAL CONDIT ON5 1910-8 (1990 Editim) w/ CITY OF FORT COLLINS MODIFICATIONS (Rh-V,1/2000) give written notice to that owner and to OWNER and ENGTNEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect. and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground' Facility as provided in paragraph 6.20: CONTRACTOR shall may be•allowed an increasein the Contract Price or an extension of the Contract Times, or both, to the extent that they.are attributable to the existence of any Underground Facility that was not shown or,indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or the "amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles i 1 and 12. However; OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for anyy claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points. 4.4. OWNER shall provide engineering surveys to establish. reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNI ER. CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, ffazardous Waste or Radioactive Xfaterial: 4.5.1. .OWNER shall be responsible for any Asbestos, PCBs Petroleum; Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated'in Drawings or Specifications or identified in the Contract Documents to be within .the scope of the Work and which may present'a substantial danger to persons -or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. 1.5.1 GQII-�Rf\G'Foi-shall-imtii iately-(+)-stop•atI s stish-rifitiee-iit-writ+ng).-a1Y•bFt:R-shs1{-kxomPtlS` mnsult-with-ENGFNEER-concarnir>t; the necessity -for OWNER-to-retaiii-a-qualilied-expert=to•evaluate-such EON�l�A�FOR-shalll-not-bo-regeaireuFto-resume�c>Fk ha'; GhtAmne, required -permits -related -thereto -and -delivered -to aio and an), affeGted Arm is ar hm been rid CO titiement-Tenor C-01.FR�lGFAI�-doe�v-not-agre�to-wsume-suolrwork r� eonditiensueh.Rffeeted area - . em agree•es-te•entitfsntsnE-to•e�Ei�e-amount-oFaxtent a�an' aitltrr-party-Fray-make-e-slaim-thera£�x-es-proviEkd-in portion-of--tl�-Work-perforated- OI�iERs-own. fereesor-others-irt-eseordatica•witlt-Artiele-'1- Regulatiort�f3WF.R-shall-indemnify ettd-hold Win less—Gsubser metew'n ofTwers;—direofors-eittployees,—ngents,—othef consukiutts-anEi-subeontrast rs-of-each-rmd-any-of owra•ttegkrgenee: EJCDC OLNERAL CONDITIONS 1910-8 (1990 Edition) w/ cury OF FORT COLLINS MODIFICATIONS (REV 412000) ARTICLE S-QONDS AND LySURANCE Performance, Payment and Other Bonds. 5.L CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACPOWs obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents., CONTRACTOR shall also furnish such other Bonds as arc required by the SuppicmmtaryConditions. All Bonds shall be in.the form prescnbe'd by the Contract Documents except,as provided otherwise by i,aws or Regulations and shall be executed by such sureties as are named in the current list of "Companies. Holding Certificates of Authority as_Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies". as published in Circular:570 (amended) by the Audit Staff~ Bureau of Government Financial Operations, U.S. Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its`right_to do business is terminated in any state where any part of the Project is located or ii'ceases to m meet the requireents of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER 5.3. Licensed Sureties and Insurers; Certificates of Insurance: 5.3.1. All Bonds and insurance requirod by :the Contract, Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER. with copies to each additional insured identified in Supplementary Conditions; certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in. accordance with paragraph 5.4. 0VA%WA shall additional-irstared-identified-irt-the-Su euttentea� CONTRlCTOR's Liability Insurance.- 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Weak being performed and furnished and as, will provide protection from claims set forth below which may arise out of or .result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR, any Subcontractor . or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work. or by anyone for whose acts any of them maybe liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4:2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONT RACTOR's employees; 5.4.3. claims for damages because of bodily injury; sickness or disease, or death of any person other than, CONTRACTOR's employees;. i 44-claims-for-damages.-insurer-by-customary yfne add -reason; 5:4.5. claims for damages, other than to the Work itself because of injury to, or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5:4.6. claims for damages because of bodily injury or death of any person or pro", damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be'piuchased and.maintaimd shall: 5.4.7. with respect, to insurance required by paragraphs 5.4.3 through'5.4.6 inclusive and 5.4.9 include as additional insureds. (subject to any customary exclusion in respect. of professional liability); OWNER, ENGINEER. ENGINEER`s Consultants and arty other persons or entities identified in the Supplementary Conditions, all of whom shall be fisted as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.5. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations .whichever is greater, 5.4.9. include completed operations insurance; EJCDC GENERAL. CONDITIONS 1910-8 (1990 E(ition) ud CITY OF FORT COLLINS MODIFICATIONS (REV 4l2000) 5.4-10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12. 6.16 and 6.31 through 6.33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance famished by the CONTRACTOR pursuant to paragraph•5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing dejectne Work in accordance with paragraph 13.12; and 5.4.13. with respect to 'completed operations insurance, and any insurance coverage. written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall famish OWNER and each other additional insured identified in the Supplementary:Conditioim to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). OIihVER's Liability Insarance.- 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense•OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance. 56—i-lnless-oth�wisa-provided-in-the-Supplementary conditiorlS-oVltl�R-shall-puretaase-and-niaisitein of tkta=full-replecetn�t-cos!-therao�(subjact-to-sash dedtt6tibl�amounls-as-may-be-proviikxl-in-tltEt Supplementary-C-erKhbons-or•-re"red-by-bows-and Ragulations�"Fhis�ttsuranca-shall 5:fi:l—include the interests—o�O1rFl�hR an[alias-identifi.�tl-iit-t#at-.Supplementary-Eondilsons; eaelroEwhom-is-deemed-to-havrarrir>surablr-interns! anE}-sluull-be-liste�asart-instrrck4o�additional-irtstuad S(r.?-be-writterron-s-Buildrs's-l�isl�al l-risl�or the hewing -perils: tire, lightnin a� covet:ega-t}3a#-vflridalistn-enci-maticiocis-Atisshia� 3:6.3-include-��tpen�s-ireeurred-irx-t}tb-repair-oE raplecamant-many-insttred-pF�ipaFty-(incluclil�-bt+t•netlamile" in fee arehiteets3; er-at-anotheF-lomtiorii -that-Wa4-agree to-m,-wEtt=pp �by-�z� — ; &tiff 5.6.5—bemeintained in eBeet_ until-ltfte{ payment is made unle�s thiE}�dny'�writteA notice=to-aach-ether edditienat tSSkleE� as-may-be-•refittired-by-tfie-SupplomeAtaFy-Gonditions-oF Cl{ilAfCD r�nwrrunrrno etang ENG04cco is-deaitfiCd-EA-lrat`C-afF Ataintaint,d-by-F} t4SR-in-mioerdanc,&-With-pmgfaphs-3:f. eovefage-affordc�}-Svill-not-be-cenoellad-of-matafinlly changed-oFfatiaWa6fe€used-anti}-at�asc-thffEyclays� Written-natiee-has-txYft=b�iveti-io-OWNER--and whoa -a-eef iftteate-o€-insurnnee-has-been-issued-and-witI content— Wa�veE—pfovisioru—ift—accordance—With 5:9. OWNER shall not be responsible for purchasing and maintaining any property, insmince to protect the interests of •CONTRACTOR, Subcontractors or others in ideittilied-in-tlie lupplem�fy-GendtWfk5.—The•-F sk-o€ sack-toss-enFl-i�eny-ef-tktam-Wishes-praparty-insttfati�;a coverage-Within-the-lirruiEg-of-st:ili amewnts-each=may puFehlislsafKl-mairftein-itat-the-pufchaser!s�<svtrexper�sa. S-}E}—}�'��}��`F� FtlCtllaSt9�HYWFlittl�-ittat-Oli1CF Ghango a der OF Written Amendment. frier Eo E)CDC OENERAL CONDITIONS 1910.8 (1990 E(ition) 10 Wf CITY OF FORT COLLI M NIODIFI CATIONS (REV 412000) commence[Went-Dare-Wo&at-(ho-site: QWNU-shaH4n 5-f-3-1-41�FiER anF}�OAFFRr�C'FOi�intcvu}•iF�t-al! tha—iAsufe Spw ivrt-efCt4�ews At5-€6F-aii-I0'.deS--AAd C-ormlmnts-and-all- dwr—pef$11L4E1FeF iriieaS-lden6fied er may have io--t#te--proceEd.9-6i payab6umkFanywpolicyr so-i med: C.il'1 r.. ..,1.1:ti& 011/NE YeS ..tl :;.1:�:. [i49lAS[—G_ N-TRASTOF,. Suboontractors; a€lfcefs-directots�amployeas-eAd-agaAts=o€-aAy-of ttienr€oF of-use-or-other-oonseguential-loss-extending beyoFtd-direst-physical-loss-of-damage-te BfiSing-Oitt-O�E3f-E2SaItirlg-€EOEt}-ftfa#OtllaFpaEll; whether or tnssutfed by BAR and 3-1-t .;?.i. loss-or-damaga-to-tl»-complatad resulting-front-€ire-or-othef-if>sured peril t cwefftiel duffing—paftial—utiliration—pursuant—to. pamgaph-t4 l4,-after=Substantia}-Eompleu m pursuant,(oT—g— h44:&c natter-frnal-payment resovary-Rgainst-any-o�G4c�FRdaL�'FOR�SuFirontrRctorsr Receipt and Application of Insurance Proceeds.- 5.12: Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds. as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. " OWNER shall deposit in a separate account any money so received,, and shall distribute it in, accordance with such agreement as the parties in interest may reach. If no other special agreement. is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5:13. OWNER as, fiduciary shall have power to adjust and settle any loss with the insurers unless one of the, parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with. such agreement as the parties in interest may reach. Ifno such agreement among the parties in interest is reached; OWNER as fiduciary shall adjust and settle the loss with the insurers arA ske Acceptance of Bonds and Insurance; Option to Replace: 5.14. If of: GG?FFRAGT,G_R1) OWNER has any Abjection to the coverage afforded by or other provisions of the Bonds-oi: insurance required to be purchased and maintained by the eE#izg—gar CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting -party -shaft -so -notify -the other --party OWNER will notity CONTRACTOR in writing within ten f teen days after receipt delivery of the certificates (other -evidence requested) to OWNER as required by paragraph 2.7- -OEhdE$t16h-RddiiiOFffil-tn fOFnl4lEiOn-tn-CdSpe6E-Uf-InSNf Rn6d provided-as-the-offia-tray-reasonably-request.—If-aiElter party-does-not-purdrase-or-maintain-all-of-the-Bonds-and insurance-required-of-such-party-by-the-G40.act writing oFsueh failure to purehese prior -to -the -start -of -the harige in the required oeve.a.e. o�remddy-t#td-ofhe�perty-mRy-cleat-to-c#Rin-dquicele�tE BorxLvor-imuranex-to-protecFsueh�otltrr--parts-interests-aE the-dxPense-oFthq-party-who-was required-to-prcwidq-such. Contr�ieE-Frien•aocordu�4y- Partial Utilization -Property Insurance: 5,15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EXDCCENEM COMMONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLI NS NIODIFICATIONS (REV ,1/2000) Completion of all the Work such use. or. occupancy may be accomplished in accordance with paragraph 14.16,, provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any charges in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on .the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ART.IC LS. 6-COPPrRACTOR'S RESPONSIBILITIES Sup—i.lion and Superintendence: 6.1. CONTRACTOR shall supervisc, .inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may benecessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the mean - methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a speck means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to sir that the completed Work complies accurately .with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except. under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the,site and shall have authority to act on behalf of CONTRACTOR. All communications to the superintendent shalll be as binding as if given to CONTRACTOR. Labor, Materials and Equipment. 63. CONTRACTOR shall provide competent, suitably qualified personnel to survey; lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good disci tine and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site. or adjacent thereto, and except as otherwise: indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. CONTRACTOR shall submit reouests to the ENGNEER no less than 48 hours in .advance of anv Work to be performed on Saturday, Sunday: Holidays or outside the Regular Working Hours. 6.4. Unless otherwise specified ini the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction• equipment and machinery, tools, appliances, fuel power, light, heat, telephone, water, sanitary facilities, ternparaty facilities and all other facilities, and incidentals necessary for the furnishing;, perforniance; testirtg, start-up and completion of the Work. 6.4.1. Purchasing Restrictions: CONTRACTOR must comply with the City'spurchasing restrictions. A COPY of the resolutions are available for review in the offices of the Purchasing; and Risk Nbnagement Division or the City Clerk's office: 6.4:2. Cement Restrictions: City of Fort Collins Resolution 91-12f reoiiires that suppliers and producers of cement or products containing cement to certify that the cement was not mace in cement kilns that bum hazardous waste as'a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract I Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefitof OWNER if required by ENGINEER, CONTRACTOR "shall furnish satisfactory evidence. (including reports of required tests) as to the kind and quality of materials and equipment All materials and equipment ,shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance 'with instructions of the. applicable Supplier, except as otherwise provided in the Contract Documents: Progress Schedule: 6.6. CONTRACTOR shall -adhere to the progress schedule established in accordance with paragraph 2,9 as it may be adjusted from time to.timeas provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in.eliect and additionally will comply with any provisions 'of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in -the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with.the requirements of paragraph.12.1. Such adjustments may only be made by a Change Order or`Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or -Equal" Items: 6:7.1. Whenever.an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item 'or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description EJCDG.Oh'NERAL CONDinom 1910-8 (1990 Edition) wl C[TY OF FORT COLLINS MODIFICATIONS (REV A2000) contains or is followed by reading that no like, equivalent or "or -equal" item or no substitution' is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. "Or -Equal". If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be requuod,' it may be considered by ENGINEER as an "or -equal" item, in which, case review and approval of the proposed item may; in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Sub5tihite Items: If inENGINEER's sole discretion an item of material or equipment proposed by.CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1:1, it will be considered a proposed substitute item: CONTRACTOR shall submit sufficient .information as provided below to allow ENGINEER to determine that the'.item of material or equipment proposed is essentially equivalent' to that 'named and an acceptable substitute therefor, The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements. and, as ENGMEER may decide is appropriate under the circumstances: Regacsts for review.of proposed` substitute: items of material or equipment will not be accepted by ENGINEER from anyone other' than CONTRACTOR. Tf"CONTRACTOR wishes to furnish or use a substitute item of material or equipment. CONTRACTOR shall first, make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design; be similar in substance to that specified and be suited to the same tise as that specified The application will state the extent, if, any, to which the evaluation and acceptance of the, proposed, substitute: will prejudice CONTRACTOWs achievement of Substantial Completion on time, whether or not acceptance of the substitute for use. in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on .the Project) to adapt .the design to the proposed substitute and whether or not.incorporation or use of the substitute in connection with the Work is subject to payment.of any license fee or royalty. All variations of the.proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result, directly or indirectly from acceptance of such substitute. including; costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 63.1.3. CONTRMCTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Substitute Constniction Methods or Procedures: If a specific means, method, technique,. sequence or procedure. of construction is shown or indicated in and expressly required by the Contract Documents; CONTRACTOR may furnish or utilize a substitute means; method, technique, sequence or procedure of.construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's:sole discretion, to 'determine that the substitute proposed isequivalentto that expressly called far by the Contract Documents. The procedure f4 review by ENGINEER will be similar to that provided insubparagraph 6-7.1.2. .6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made . pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge -of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee or other surety, with respect to .any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6:7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts.a substitute item so proposed or submitted by CONTRACTM CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGtNEER's Consultants for evaluating each such proposed substitute item. 6_8. Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (includlin6 those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially. or as a substitute; against whom OWNER or ENGPr LEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910.8 (1990 Edtior) w! CITY OF -FORT COLLINS MODIFICATIONS (REV 4R000) 6.9, CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is, without subcontracting). The 20 percent requirement shall be understood to refer to the Work the valueof which totals not less than 20 percent of the Contract Price. 6.8.2. lithe-SuQplamenlary-Gonc4itions Bidding Documents require the identity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER in-advance-of-the-q. wifted date prior to the, Effective Date of the Agreement for• acceptance by OWNER and ENGINEERS -if esserdence with OWNER's or ENGINEER's acceptance (either in writing or byfailing to make.written objection thereto by the 'date indicated for acceptance or objection in the bidding documents or the Contract Documents) of any sushSubsonmester lice-Q Q- — --ar MR" hP FeURIE-A AR the an ENGINEER- No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or orgamzation.shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other person or organization nor shall it create arry obligation on the part oFOWNER or ENGWEER to pay or to'see to the payment of any morays due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to any subcontractor, supplier or other person or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment". 6.9:3. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Wort: to communicate with the+ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and. the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among. Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work peontied for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the. Subcontractor or Supplier' to the applicable terms and conditions of the .Contract Documents for the benefit of Patent Fees and Rnpalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all casts incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process; product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design process, pioductor device is specified in the Contract Documents for use in the ,performance of the -Work and -if -to the actual' knowledge of OWNER or ENGINEER its -use is subject to patent rights or copyrights calling for the payment of arry license fee or royalty to others; the existence ,of such rights shall be disclosed by OWNER in the. Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall 'indemnify and hold harmless OWNER, ENGINEER,.ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from arty infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design. process; product .or device not specified in the Contract Documents. EJCDC OENERAL CONDMONS 191" (1990 Edition) 14 w/CITY OF FORT COLLIM MODIFICATIONS (REV,1/2000) Permits: 6.13. sinless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay ,all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are: no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility, owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations; neither OWNER nor. ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any ,Laws or Regulations. 6,14*2. if CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOWs primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not. relieve CONTRACTOR of CONTRACTOR's obligations under paragraph III Taxes: 6.15. CONTRACTOR shall pay all sales, conwmer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the; Project which are applicable during theperformanee of the Work. 6,15.1. _OWNER is exempt from Colorado -State and local sales and use taxes on materials to be Mnnanently incorporated into the Mroigg. Said taxes shill not be included in the Contract Price. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver_ Colorado 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State aollected taxes), on any items other than construction and building, materials physically incorporated into the proiect are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use pf Prenrisee- 6.16. CONTRACTOR shall confine construction equipment, the storage of'materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted b), Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work-, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulation, indemnify and hold harmless .OWNER, ENGINEER ENGINEER's Consultant and anyone 'directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17, During the progress of the Work. CONTRACTOR shall keep the premises free from accumulations of waste materials; rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Uocumentc.• E1CDC GENERAL. CONDITION51910-8 (1990 E(fition) w/CITY OF FORT COLLIM MODIFICATIONS (REV AR000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda; Written Amendments, Change Orders; Work Change Directives, Field, Orders and written interpretations and clarifications (issued pursuant to paragraph 9.J) in good 'order and annotated to show all changesmade during construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and prior to. release of final payment, these record documents. Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons an the Work site or who may be affected by the Work; 6.20:1 all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements; roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and. Regulations of Any public bodyhavingjurisdiction for safety of persons or property or to protect them from damage, injury or loss, and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6,20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER.or ENGINEER's Consultant or anyone employed_ by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part,, to the fault or negligence of CONTRACTOR or any Subc:ontracaor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER. has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative. - CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Errergeneies. 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without .special instruction or authorization from OWNER orENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt, written notice if CONTRACTOR, believes that any significant changes in the Work or variations from the Contract: Documents have been caused thereby: If ENGINEER determines that a change in the Contract Documents is required because: of the action taken by CONTRACTOR in responsz:to such an emergency, a Work Change Directive or Change Order will be issued to document the. consequences of such action 6.24. Shop Drawings and Samples.• 6.24,1: CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities; dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the - information for the limited purposes required by paragraph 6,26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as: to material. Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EJCDC GENERAL CONDITIONS I910-8 (1990 Editim) cot CITY OF FORT COLLINS MODIFICATIONS (REV 412000) purposes required by paragraph 6,26, The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing- or Sample. CONTRACTOR shall have detennined and verified: 6.25.,1:1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping Handling, storage, assembly and .installation pertaining to the performance of the Work, and 6.25.1.1 all information relative to CONTI2ACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto, CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements, of the Work and the Contract Documents: 6.2.5.2. Each submittal will bear a.stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR'§ review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice'of such variations, if any, that the'Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation 626. ENGINEER will review and approve Shop Drawings and Samples inaccordance with thescheduleof Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2A ENGINEER s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work; conform to the information given in the Contract Documents and be compatible.with the design concept of the completed project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of of City Collins Introduction 1.1 Background This report provides an overview of the inspection of specific equipment relating to the gas -fired water heater (boiler) located in Room 139a of the Operation Services building at 300 Laporte Avenue Fort Collins, Colorado. Matt Zoccah and Bruce Byrne, employees of the City of Fort Collins, conducted a site inspection for asbestos - containing materials (ACM) on May 261h 2010. City staff performed the inspection subject to federal, state and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state and local requirements for identifying the presence of ACMs. The sampling and inspection process was conducted in accordance with the following standards: • Asbestos Hazard Emergency Response Act (AHERA)- 40 CFR 763 Subpart E 763.80 to 763.99 • Colorado Department of Public Health and Environment (CDPHE) Regulation No. 8 • United States Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP)- 40 CFR 61 Part M • Occupational Safety and Health Administration (OSHA) asbestos regulations- 29 CFR, 1926 Parts 58 and 1101, and 29 CFR 1910 Parts 134 and 1001 1.2 Regulatory Compliance- EPA, NESHAP, OSHA and CDPHE Programs ACMs identified in this report are subject to the NESHAP Regulations for Asbestos (40 CFR 61 Part M) and CDPHE Regulation No. 8. CDPHE is responsible for administering the EPA NESHAP program in Colorado. ACMs are also subject to OSHA Standards for Asbestos (29 CFR 1926 Parts 58 and 1101, and 29 CRF 1910 Parts 134 and 1001). Materials containing one percent asbestos of less may be subject to OSHA regulations if air concentrations sampled during demolition/renovation activities are at or above the permissible exposure limit (PEL) of 0.10 fibers per cubic centimeter (f/cc) as an eight - hour time weighted average or the excursion limit of 1.0 f/cc as averaged over a 30- minute sampling period. 300 Laporte, Boiler Inspection (ACM) Report August 17, 2010 construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a se ate item as such will not *indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such Variation at the time of submission as required by paragraph 6.25.3 and. ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval, by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28, Where a Shop Drawing or Sample is required by the Contract Documents or. the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph2.9. airy related Work performed prior to ENGINEER's review and approval of the Pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 6,29. CONTRACTOR. shall carry on the Work and adhere to the progress schedule chuing all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution or any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 630. CONT)Z ICTOR's General Warranty and Guarantee: 6.30.1._CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER'S Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder, excludes defects or damage caused by: 6:30.1.1. abuse, modification or improper maintenance or ;operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2, normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL comnoNs 1910.8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000) accordance with the Contract Documentsor a release of CONTRACTOR's obligation to perform the Work- in accordance with the Contract Documents: 6.30.11. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6.30.2:3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2:4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any failure to do so; 6.30.?.6r any review and approval of a Shop Drawing or Sample subminal or the issuance of n notice of acceptability by ENGINEER pursuant to paragraph 14.13, 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER. Indenrtrifc"on. 6.31. To the fullest extent permitted by Laws and Regulations CONTRACTOR shall indemnify, and hold harmless .OWNER, ENGINEER, ENGINEERs Consultants.and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers; architects attorneys and other.professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to, or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent actor omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of -them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 ,any of them to perform or furnish any of the Work or anyone for whose Acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor. Supplier or other person or organ iration under workers compensation acts, disability benefit acts or other employee benefit acts 6.33. The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability. of ENGNEER and ENGINEER'S Consultants, officers, directors, employees or agents caused by the professional negligence, errors or om sstons of any of them. Survival. of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required byor given in accordance with the Contract Documents, as well as all oominuing obligations indicated in the Contract Documents, will survive final payment; completion and.acceiptanoe. of the Work and term ihauon or completion of the Agreement: ARTICLE 7--OTHER WORK Related Work at Site: T1, OWNER may perform other work related, to the. Project at the site ,by OWNER's own forces,. or let other direct contracts therefor which shall contain General Conditions similar to these, or have other•work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to, starting any such other work and (ii) CONTRACTOR may make aclaim therefor as provided in Articles'I I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR:or requires additional time arid the parties. are unable to agree as to the amount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a ' direct contract and each utility owner (and OWNER if OWNER is performing the additional work with OWNER'S employees) proper and safe access to the site and a reasonable opportunity for the introduction and "storage of materials and equipment and the execution of such other work and shall properly connect. and coordinate the Work with theirs Unless otherwise provided in the Contract Documents, CONTRACTOR shall 3o all cutting fitting and patching of*the Work that may be required to make. its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties andscponsibilities of'CONTRACTOR under this paragraph are for the.benefit of such utility owners and other contractors to the extent that there are comparable EJCDC OENERAL CONDITIONS I910-8 (1990 Edition) 18 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors: 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by othersunder this Article T CONTRACTOR shall inspect such .other work and promptly report to ENGINEER in writing any delays,, defects or deficiencies in such.other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work: CONTRACTOR's failure so to report will constitute an acceptance of such other work As fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiene_ ies in such other work. Coordnation: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following wi l l.be set forth in Supplein entary Conditions: 7.4.1. the person, firm or corporation, who will have authority and reTonaibility for coordination of :the activities among the various prime contractors will be identified; 7.4.2, . the specific matters to be covered by such authority and responsibility will be itemized; and 7:43. the extent of such authority and responsibilities will be provided.. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8—OWNER'S RESPONSIBI ITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER, 8.2; In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against whom-GO14-"FRAC-TOR-makea-no-reesormble-objeetiork; whose status under the Contract Documents shall be that of the former L'NGWEER 8.3: OWNER shall furnish the data required of OWNER' under the Contract Documents promptly, and shall make payments to CONTRACTOR promptly when ihey are due as prov ided in paragraphs 14.4. arid.14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveyys to establish reference points are set forth in paragrap .4.1 arc! 4A Paragraph 4.2 refers to OWNER's identifying AM making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents forth-inpaPagraph9-S-Sthrounjt->-14- 5.6. OWNER is obligated to execute. Change Orders as indicated in paragraph 10.4. &T OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. R.S. In connection with OWNER's right to stop Work.or suspend Work., see paragraphs,13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, 'cON'TRACTOR'.s means, methods, techniques, sequences or procedures of construction or the safety precautions and programs 'incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not 6c responsible for CONTRAC'TOR's failure to perform or funiish the Work inaccordance with the Contract Documents. 9.10. ^Wn.rNSR'��nzibility in rem off e-�undisclosed =es �=�pe mlm— ,., stems ive Aga he site is e! r Fth ih pwagmp444- 8.11. axnngemarxs-lmva-been-mach-to-satis€y-0W�1E1�'s th- rasponsibilit Mwer,espaet thereofwill ba as set forth itt the Supplameritatu-Condi{ioits- ARTICLE 9-ENGENEER'S STATUS DURING COPNSI'RUCTIOIN 0VNER's Representative: 9:1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations: of authority of ENGINEER as OWNERS representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Ksits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC (IENEM CONDlTl ON51910-8 (1990 Edtion j w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4lZ000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations; ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENG WEER will not be required to make exhaustive • or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confndence'that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - "site observations, EMi GINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against :defective Work. ENGINEER's visits and on=site observations arc subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9;13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of. CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for GON('RtaCTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project. Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs'9.3 and 9.13 11 E ' suppleFrenta Conditions of these General Conditions. if OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant,. agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in . �t app! 9.3 of these General Conditions If the ENGINEER furnishes a Resident Project Reps tative (RPR) or other assistarits or if the OWNER desitmates a Representative or agent, all as vrovided in pomgraph 9.3 of the General Conditions. these Representatives shall have the authority and limitations as provided in paragraph 9.13 of the General Conditions and shall be subiect to the followine: 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general. be with the ENGINEER and CONTRACTOR. But. the Relyesentative will keep the OWNER MgMrly advised about such matters. The Representative's dealings with subcontractors will only be through or with the full knowledgc and approval of the CONTRACTOR. 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1. Schedules - Review the progress 19. schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meeting and other job conferences and prepare and circulate conies of minutes of meetings. 93.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understandini' the Contract Documents. 9.3.2.3.2. Assist in obtainngs rrom OWNER additional details or information, when. required, for proper execution of the' Work: 9 3!2,3.3. Advise the ENGINEER and, CONTRACTOR of the commencement of any Work requiring a Shop, Drawing or sample submission if the submission has not been approved by the EWGfNEER 9.3.2 Q.Reviety of Work. Rejection of Defective Work -It and Tests 9:3.2.4.1. Conduct on=§ite observations of the Work in ��ress to assist the ENGINEER in detennim g that the Work is proceeding in accordance with the Contract Documents. 9.3.2.4.3. Accompany visiting inspectors representing public or other agencies having. jurisdidtion over the Proiect, record the results of these inspections and report to the ENGINEER 93 215. Interpretation of Contract Documents. Report to ENGINEER when clarification and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGn,,]=R. 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions far EJCDC GENERAL CONDITIONS 191M (1990 Edition) 70 w1 CITY OF FORT COLLINS MODIFICATIONS (REV 412000) modification in Drawings•or Specifications and report these recommendations to ENGINEER. Aaurately nsnit to CONTRACTOR decisions issuedtraby the ENGINEER 9.3.2.7. Records. 9.3.2.7.3. Record names 'addresses and telephone numbers of .all CONTRACTORS. subcontractors and maiorsupplicrs of equipment and materials. 9.3.2.8. Rep r� 9.3.2.8.1, Furnish ENGINEER periodic reports. isrequired. of the progres§ o£' the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shot) Drawintz and sample submittals, 9 .2.8,2. Consult with ENGINEER in advance of scheduling major tests~ inspections or start of important phases of the Work 9.3.2.8:3. Draft proposed Change Orders and Work Directive Changes: obtaining backup. material from the. CONTRACTOR and recommend to ENGINEER Change Orders. Work Directive Changes and field orders �9.3 2.8.4. Report, immediately to 2qGINEER and OWNER the occurrence of any accident. accident. 9.3.2.9. Payment Requests. Review applications for payment with CONTRACTOR for compliance with the- established procedure for their submission and forward with recommendation to ENGINEER. notine oarticularly the relationship of the y>flyment requested to the schedule of values. work completed and materials and eyuig3ent delivered at the site but not incoroorated m the Work. 9.3.2.10. Completion 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial C mM-c on submit to CONTRACTOR a list of observed items reuuirinE correction or completion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER. OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed.. 9.3.2.10.3. .Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9,3.3_ Linitation of Authority: 'rhe Representative shall not., 9.3:3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents, 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR_ Subcontractors. or CON[RACTOR'S superintendent 9.3.3.4. Advise on, or issue directions relative, to, or assume control over any aspect of the means, methods, techniques, sequences or procedures for construction unless such is specifically called for in the Contract Documents. 9.3.3.5. Advise on or issue directions re ao rding_or assume control over safety precautions and protgams in connections with the Work. 9.3.3.6. Accept Shoe DrawingA or sample. submittals from anvone other than the CONTRACTOR 9.3.3.7. . Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as as specifically authorized by the ENGINEER Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the WCDCGENERAL CONDIT]ONs 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.51 ENGINEER4. may authorize minor variations. in the Work from . the requirements of the Contract Documents which do not involve an ad)'ustmem in the Contract Price or the Contract 'limes and are compatible with the design concept of the completed project as a functioning. whole as indicated by the Contract Documents: These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly, If OWNER or CONTRACTOR believes that a Field Order justifies an adjustmentin the Contract Price or the Contract'rimcs.and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprovc or reject Work which ENGINEER believes to be defective, or that ENGESTEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice.the integrity of the design concept of'the completed Project as n functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change.Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9,8: In connection with ENGINEER's authority as to Change Orders, see Articles.10. 11; and 11 9.9. In connection with ENGINEER's authority asto Applications for Payment, see Article 14. Determinations for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for'Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER .and CONTRACTOR, unless, within, ten, days after the date of any such decision, either OWNER or CONTRACTOR, delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER'S decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A,. "Dispute Resolution Agreement entered into between OWNER and CONTRACTOR pursuant to Article 16, or (it if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as•the appealing, party may have: with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Such appeal will not be subject to the procedures of paragraph 9:11. Decisiomv on Disputes: 9.11. ENGINEER will be the initial interpreter of the requirements of the Contrail Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the, acceptability of the Work or the interpretation of the requirements of the. Contract Documents pertaining to the performance and "furrnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the, other party to the Agreement promptly, (but in no event later than thirty days) after the.start of the occurrence or even giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days, after the start of such occurrence or event unless, ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim. dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last. submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision inwriting within thirty days after receipt of the opposing parry's submittal, if any. in accordance with this p ragraph ENGINEERS written decision on such claim, dispute or ;other matter will fin al al and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's "decision is taken within the time limits and in accordance with the procedures set " forth in EXHIBIT G" "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or:(ii) if no such Dispute Resolution Agreement has been. entered into, a written notice of intention to appeal from ENGINEER's written decision is . delivered by OWNER or CONTRACTOR to the older and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdictionto exercise such rights or remedies as.the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such EJCDC ULNERAL CONDITIONS 1910-8 (1990 E(ition) 22 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as intaVeter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show linlity to; OWNER or CONTRACTOR and will not be liable in connection_ with any interpretation or decision rendered in good faith to such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9:10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercnseby.OWNER'or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter-prirsuent-to Aeisle-16. 9.13. Limitations on ENGIA ER's Authority and Respo"hilities: 9,13.1. Neither ENGINEERs authority or responsibility under this Article 9 or under anv other provision of the Contract, Documents norr any decision made by ENGINEER in good faith either to exercise or -not exercise such authority. or responsibility or the undertaking, ckacise or"performance:of any authority or responsibility by ENGNEER.shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier; any other person or organiratiom.or to any surety for or employec.or agent of any of them. 9.13 ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means. methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with -Laws and Regulations applicable to the furnishing or performance of the Work ENGINEER will not be responsible for CONTRACTOR'S failure to perform or furnish the Work in accordance with the Contract Documents:. ENGINEER will "not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment, and accompanying documentation and all maintenance and operating instructions. schedules, guarantees, Bonds antd.certificates of inspection, tests and approvals and other documentation required to be delivered by paragraphla.l3 will only .be to determine gene rally`that their content complies with the requirements of, and in the caw of certificates of inspections, tests am] approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants; Resident Project Representative and assistants. ARTICLE 10-CFL�VGES IN TI{E WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will he authorized by Written Amendment, a Change Order, or a Work Change, Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the: extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be -allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be en6dcd to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended,_ modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the, case of uncovering Work as provided in paragraph 13.9. 10.4.. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1; (u) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14. or.(iit) agreed to by the parties: 10.4.2. changes in the .Contract Price or Contract Times.which are agreed to by the parties-, and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11-, provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall ccaarrrryy on the Work and adhere .to the progress schedule as provided in paragraph 6.29 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDCab'NE CON moNS19105(1990E(itim) wi CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to. Contract Price or Contract Times) is required by the provisions of any Bond to be given to a suretyty, the giving of any such notice will be CONTRACTOR's resptmsibddy, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE II—CMLNGE OF'CONTRACr PRICE 11.1. vie Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work All duties. responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at COiNTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Coniracx Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or.more accurate data in support of'the claim) and shall be accompanied by claintant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9:11 if OWNER and CONTRACTOR cannot otherwise.agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The value of any Work ,covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: I 1:3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.93, inclusive); CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to. OWNER and 11.32. where the Work involved is not covered by CONTRACTOR and shall deliver such bids to unit prices contained in the Contract Documents, by a OWNER who will then determine, with the advice of mutually agreed payment basis, including lump sum ENGINEER, which bids, if any, will be accepted. If (which may include an allowance for overhead and any subcontract provides that the Subcontractor is.to profit not necessarily in accordance with be paid on the basis of Cost of the Work plus a fee, paragraph 11.6:2); the Subcontractor's Cost of the Work and tee shall be determined in the same manner as CONTRACTOWs 11.3.3. where the Work involved is not covered by unit Cost .of the Work and fee as provided in prices contained in the Conrtract Documents and ra hs l l.4, 11.5, 11.6 and 11.7. All Pe 9aP agreement to a lump sum is not reached under subcontracts shall be subject to the other provisions of paragraph 11.3.2, on the basis of the Costof the Work the Contract Documents insofar as applicable: (determined as provided in paragraphs 11.4 and 11.5) plus a .CONTRAC'rOR's fee for overhead and profit 11.4.4. Costs of special consultants (including but (determined as provided in paragraph 1:1.6), not limited to engineers, architects, testing laboratories, surveyors; attorneys and accountants) Cost ojthe Work employed for services specifically related to the Work. 11.4. The term Cast of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in 11.4.5. Supplemental costs including the following. the proper performance of the Work. Except as otherwise may be agreed to in writing by O�t1Ni R .such costs shall 11.4.5.1. The proportion of necessary be to amounts no higher than those prevailing in the transportation, travel and subsistence expenses of locality of thb Project, shall include only the following CONTRACTOR's employees incurred in items and shall not include any of the costs itemized in discharge of duties connected with the Work. paragraph 11.5: 11:4.5Z Cost, including transportation and 11.4.1., for .employees in the direct employ Zrof CONTRACTOR in the performance of the maintenance, of all materials, supplies. equipment;, machinery, appliances, office and Work undeschedules of job classifications: agreed temporary facilities at the site and hand tools not upon by OWNER and CONTRACTOR. Such owned by the workers; which are consumed in the employees shall include without limitation performance of the Work; and cost less market superintendents; foremen and other persormel value of such items used but not consumed which employed full-time at the site. Payroll costs for remain the property of CONTRACTOR - employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the 11.4.5.3. Rentals of all construction Work. Payrollcostsshall iacluder but-noebe limited to; equipment and machinery and the parts thereof salaries and wages plus the cost of tinge benefits whether rented from CONTRACTOR or others in which shall include social security contributions, accordance with rental agreements approved by unemployment, excise and payroll taxes, workers' OWNER with the advice of ENGINEER; and the compensation health and -retirement benefits, bonuses; costs of transportation, loading, unloading; A4elF leave, vacation -nd }tekcisy paayy applicable thereto. installation; dismantling and removal thereof=all The expenses of performing L ork after regular in accordance with terms of said rental working hours, on Saturday. Sunday or legal holidays, agreements. The rental of any such equipment,, shall be included in the above to the extent authorized machinery or parts shall cease when the, use by OWNER. thereof is no longer necessary for the Work. 11,4.1'Cost of all materials: and equipment furnished 11.4.5.4. Sales, consumer, use or similar taxes and inoorporated in the Work, including costs of related to the Work, and for which transportation and storage thereof, and Suppliers' field CONTRACTOR is liable, imposed by Laws and services requtred in connection therewith All cash Regulations. discounts stall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with 11:4.5:5. Deposits lost for causes other than which to make payments; in which case the cash ' negligence of CONTRACTOR, any discounts shall accrue to OWNER. All trade Subcontractor or anyone directly or indirectly discounts, rebates and refunds and returns from sale of employed by any of them or for whose acts any surplus materials and equipment shall accrue to of them may be liable, and royalty payments and OWNER~ and CONTRACT OR shall make provisions fees for permits and licenses. so that they may be obtained.. 11.4.5.6. Lasses and damages (and related 11.4.3.. Payments trade by CONTRACTOR to thc. expertses) caused by damage to the Work, not Subcontractors for Work performed or furnished by compensated by insurance or otherwise, sustained Subcontmetars. If required by OWNER; by CONTRACTOR in connection with the EJCDC OENERAL CONDITIONS 1910$ (1990 E(ition) 24 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.91 provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such lasses shall include settlements. made with the written consent and approval of OWNER. No such losses, damages and.expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. I>; however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof. CONTRACTOR. shall be paid for services a fee proportionate to that stated in paragraph 11.6,2. 11.4.5.7. The cost of utilities; fuel and sanitary facilities, at the site. 11A'5.8. Minor. expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9.- . Cast of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The tern Cost of the Work shall not include any of .the following: 11.5.1. Payroll .costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects,. estimators, attorneys, auditors, accountants; purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred .to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4=all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.5.2. expenses of C.ONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5:3. Any part of CONTRACTOR's capital expenses, including interest on CONT%kCTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments: 11.5.4. Cost of premiums for all Bonds and for all ,insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.59 above). EX70C GENERAL CONDITIONS.1910-8 (1990 Edticn) w/ CITY OF FORT COLLINS r10DIFICATIONS (REV 4/2000) 11.5.5, Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of cdefective Work, di.�sppoosaI of materials or equipment wrongly supplied and making good any damage to property: 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR's fee allowed to CONTRACTOR. for overhead and profit shall be determined as'follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost ofthe Work: 11.6.1.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fcc,shalI be fifteen percent; 11.6.2.1 for casts incurred under paragraph 11.4.3, the CONTRACTORi fee shall be five percent: 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon the intent of paragraphs 11:4.1, 11.4.2;, 1.1.4.3 and 11.6.2 is that the Subcontractor who actually Performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor -under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid afee-o€tv�rpareant-ot=the ©g}ount Peid to the•netK-kiwertier-Subeantraetoirt to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6.2.4, no fee shall be payable'on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be thhe amount of the actual net decrease in cost plus a deduction in.CONTRACTOR's fez by anamount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one rge, the adjustment in CONTRACTOR's feelall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cast of any Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to�ENGMMR an itemized cost breakdown together with supporting data.. Cash Allowances. 11.8. Itis understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be fin-nished`and performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 1.1.8.1. the allowances include the cost to CONTRACTOR (less any, applicable trade discounts) of matcria4s and equipment required by the allowances to'be delivered at the site, and all.applicable taxes; and 11.8:2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior w final payment, an appropriate Change Order will be izSuad as rxommended by F�IGCNEER to reflect actual amounts due CONTRACTOR on account of Work covered. by allowances, and the Contract Price shall be, correspondingly adjusted. 11.9. Unit Price .Worlc 11.9.1, Where the Contract Documents provide that all or part of the'Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work anamount equal to the sum of the established unit prices for each separately identified item of unit Price Work times the estimatedd, quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparisort of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications .of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to he adequate to cover CONTRACTOR's overhead and profit for each separately identified item. f1.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I 1 if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 26 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) and 11.9:3?. there is no corresponding adjustment with respect to any other item of Work: and 11.9.313. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges drat the OWNF,R has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12—CHANGE OE CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed, by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the parry making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating_the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within. sixty days after, such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the, claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by. ENGINEER in accordance with paragraph 9.11 of OWNER and CONTRACTOR cannot otherwise agree: No claim for an adjustment in the Contract Times :(or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.1 Where CONTRACTOR is .prevented from completing any part of the Work within the Contract Times (or Milestones) due. to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7; fires, floods; epidemics, abnormal weather conditions or acts of God. Delays attributable to and Fort Collins Revised OSHA regulations for General Industry (29 CFR 1910 Part 1001) and the Construction Industry (29 CFR 1926 Part 1101) include the following provisions for the communication of hazards to building owner employees (or by the sub contractor to subcontractor employees): • Employer must inform housekeeping/maintenance employees and the subcontractors whether building components they maintain may expose them to asbestos. • Building owner shall maintain records concerning the presence, location, and quantity of ACMs in the building for the duration of ownership or occupancy, and records shall be transferred to successive owners • Where a building owner of employer identifies ACMs, labels or signs shall be affixed or posted so employees will be notified of what materials contain asbestos. These signs or labels shall be placed on materials or in areas where they will be noticed by employees who are likely to be exposed such as entrances to mechanical rooms and pipe chases. 2 Methodology and Scope of Work The inspection of building materials was performed in accordance with EPA, AHERA, and CDPHE regulations. Asbestos inspection activities were performed by AHERA and CDPHE accredited personnel. Certifications are included in Appendix A. 2.1 Asbestos Inspection Methodologies The scope of the asbestos inspection was to identify ACM and included the following steps: • Review of site and proposed renovation plans with City of Fort Collins Operation Services representative (Ethan Cozzens) • Review of previous asbestos inspection reports (none available) • Visual inspection of all accessible areas of the equipment and associated pipes, ductwork and insulation to identify suspect materials • Determination of friability by touching all accessible suspect material • Collection of bulk samples of suspect material. Materials were submitted for laboratory analysis by polarized light microscopy (PLM). 300 Laporte, Boiler Inspection (ACM) Report August 17, 2010 within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or 'Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Tunes (or Nfilestones) in an amount equal to the time last due to such delay shall be CONTRACTORS sole and .exclusive remedy for such delay. In no event shall NE OWR'be liable to CONTRACTOR, any Subcontractor, any Supplier,. any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (t) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics; abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13--TESTS e-.ND INSPECTIONS; CORRECTION, REINIOVAL OR ACCEPTANCE OF DEFECTIVE WORK 0.1. Notice of Defects.• Prompt notice of all defective Work of which OWNER .or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER. ENL GRTMRR ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictioml interests will have access to the Work at reasonable —times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOWs site safety procedures and programs so that they may comply therewith as applicable: Tests and Inspections 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 115 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 EJCDC OENERAL CONDITIONS 1910-8 (1990 Edition) col CITY OF FORT COLLINS MODIFICATIONS (REV 412000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected,_ tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNERS and ENGINEERS, acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTORSpurchase thereof for incorporation in the. Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CON,rRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACT.ORs intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering tvork: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEERs.observation and replaced at CONTRACTORS expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR at ENGINEER's request, shall uncover. expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary Labor, material and egwpment. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uno overina, exposure, observation, inspection and testing and of satisfiwtory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereoly may make a claim therefor as provided in Article 11. If, however. such Work is not found to be defective, CONTRACTOR shalt be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering exposure. observation; inspection,, testing, replacement and reconstruction; and; if the parties are unable to agree as to the- amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles I I and 12. 0WNER May Stop the Work: I3.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such`a way that the. ixompleted Work will conform to the Contract Documents, OWNER may'orderYONIRACTOR to stop the Work, or any, portion thereof, until the cause for such order has;been eliminated; however, this right of OWNER to stop the -Work- shall not give.rise to any duty on the part of OWNER to, exercise this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal of Defective Work- 13:11. If required by ENGINEER, CONTRACTOR shall promptly, as directed either, correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected byENGINEER remove itfrom the site and replace it with Work that is not '*fectrve. CONTRAC•OR shall pay all claims, costs, losses and damages caused by or resulting from - such correction or removal (including but not limited to all costs of repair,or replacement of work of -others). 13.12. Correction Perio¢ 1112.1. If within axe yea F two years after the date of Substantial.Completion or such longer period of time as may be prescribed by Taws or Regulations or by the tetras of any applicable special guarantee required by the'ContractDocuments or by, any speciftc,provision.of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost. to OWNER and in accordaiice with OWNER'siwritten instructions: (i) correct such defective Work; or,'if it has been rejeeted'by OWNER, -remove it from the -site and replace it with Work that is nott defective, and (ii) satisfactorily corrector remove and replace any damage to other Work of the wok of gthers:resultitg therefrom,. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency, where, delay would cause serious risk of I loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced and all .claims, costs, losses and damages caused by or resultingfrom such removal and replacement (including but ;not limited to all costs of repair or replacement of work of others) will be paid by'CONTRACTOR 13.12.2.In special circumstances where, a particular item of equipment is placed in continuous service before ,Substantial Completion of all the Work-, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 1112.3. Where defective Work (and damage to other EXI)C OENERAL CONDITIONS 1910-9 (1990 E(fitial) 2b wl a:ry OF FORT COLLINS MODIRCATTONS (REV 412000) Work resulting therefrom) has been corrected._ removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of arte>-yartd two years after such correction or removal and replacetiient has teen satisfactorily completed. Acceptance of Defective Work: 13.13. If. instead of requiring correction or removal and replacement of defective Wort:, OWNER (and, prior to ENGINEER'S recommendation of final paymeh4 also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims• costs, losses and damages attributable to OWNER's. evaluation of and determination to accept'such defective Work (sub costs to be:approverl by ENGINEER as to reasonablen ss). If any such. acceptance occurs prior to EOGiNEER's recommendation of final payment: a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to'an"ippropriate decrease in the Contract Price, and; if the parties are unable to agree as to the amount thereof, OWNER may make.a claim therefor as provided in Article I1. If the acceptance occurs after such recommendation, an appropriate amount will br paid by CONTRACTOR to;OWN R. OWNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time After written notice from ENGINEER to correct defective Work -:or to remove and replace rejected Work as required by ENGINEER in accordance with.paragraph 13.11, or if CONTRACTOR fails to perform the Work. in accordance with the Contract Documents, or if CONTRACTORfails to comply with any other provision of the Contract Documents OWNER may, after seven days' written notice to CONTRACTOR; correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective acid remedial action, OWNER may exclude CONTRACTOR from allor partof the site; take possession of all or part -of the Work, and suspend CONTRACTOR's services relatedthereto,. take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for, which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR "shall allow OWNER, OWNER's, representattves, agents and.employces. OWNER's other contractors and ENGINEER and ENGINEEIts Consultants access to the .site to enable OWNER to exercise'the.rights and remedies under this paragraph All claifns, costs, losses and damages incurred or sustained by OWNER in exercising such, rights, and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect. to, the Work; and OWNER shall be entitled to an appropriate decrease in the Contract. price, and, if the parties arc unable to ageIc.as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, costs,, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by , correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Tunes (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNERs rights and remedies hereunder. ARTICLE :1--PAYNIENTS.TO CONNTRACTOR AND CO'NiPLETION Schedule of Values- 14;1. The schedule of values established as provided in paragraph 2.9 willserve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGNM'. Progresspayments on account of Unit Price Work will be based on the number of units completed Application• for Progress Payment.• 14.2, At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an application for Payment Filled outand signed by CONTRACT0 covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. if .payment is requested on the basis of materials and equipment not incorporated in the. Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall.also.be accompanied byy a bill of sale, iiwoice: or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to Protect OWNER'S interest: therein, all of which will be satisfactory to :OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OWNER shall not be subieet to substitution by the CONTRACTOR with securities or anyarningements involvirig an escrrnv or custodianship. By, executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of .Colorado Revised Statutes: Section 24-91-1t71, et seu: CONTR4CTOR's Warranty of Title. 1.4.3: CONTRACTOR warrants and guarantees that title ,to all Work, "materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to.OWNER no later than the time of payment free and clear of Liens. Review ofApptieations for Progress Payment 14.4. ENGINEER will. within ten days after receipt each Application for Payment, either indicate in writing EJCDC GE'NEMNL CONDIIION5 I910S p990 E(8tion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/200e) recommendation of payment and. present the Application to OWT\MR, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of: the Application for Payment to OWNER with ENGINEERS recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR. 14.5. FNGINOR's recommendation of any payment requested in an Application for payment will constitute a representation by ENGINFER to O.WNFR, based art FNGINEER's on=site observations of the executed Work as an experienced and qualif tea design professional and on ENGINF,ER's review of the Application for paymentand the accompanying data and schedules; that to the best of ENGINEER'S l�roivledge, information and belief 14.5.1. the Work has progressed . to the point indicated, 14.5'1 the ,quality of the Work is; generally in accordance with.the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to,the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price 'Work under paragraph 9.10, and to any other qualifications_ stated in the recommendation); and 14:53. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending, any such payment ENGINEER will not thereby be deemed to have represented that: (i) c.dmustive. or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Ikicuments or'(u) that there may not be other'matters.oi issues between the parties .that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR: 14.6. ENGINEERS recommendation of any payment, including final payment; shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance. of Work, or for any failure of CONTRACTOR .to perform or furnish Work in accordance with the Contract Documents. 143. F..NGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's; opinion,, it would be incorrect to make the representations to 29. OWNER referred. to in paragraph 14.5. ENGINEER may also refuseto recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEERS .opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order; 14.7.3. OWNER has been required to; correct. defective Work or complete Work in accordance with. paragraph 13.14, or 143A. ENGINEER has actual knowledge of the occurrence of any of the events enumerated 'in, paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work,.except where CONTRACTOR his delivered a. specific Bond satisfactory, to OWNER to secure the satisfaction and discharge of such Liens; 14.7.7. there are other ite ms entiding OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated ,in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15:2:4 inclusive; but OWNER . must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or, any adjustment thereto agreed to by OWNER and CONTRACTOR' when CONTRACTOR corrects to OWNER's satisfaction the reason for such action Substandal Completion: 14.8. When CONTRACTOR considers the entire Work - ready 'for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the: entire Work is substantially complete (except for items specifically listed by CONTRACTOR as. incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER CONTRACTOR anJ ENGINEER shall make an inspection of the Work to determine the status of completion. If ENG WEER does not consider the Work substantially complete. ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER F:JCDC GENERAL CONDITION519104 (1990 E(ition) 30 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) considers the Work substantially coiiiplete. ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven clays after receipt of the tentative certificate duringwhich to make written objection to ENGINEER as to any provisions of the certificate or attached list.. If, after consideririy such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in' writing; stating the reasons therefor: If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete; SNQrNEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changcs. from the tentative certific iite as.ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written' recommendation as to division of responsibilities pending final 0aymcnt between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties_ and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to` ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work a&, -r the date of Substantial Completion but OWNR shall allow CONTRACTOR reasonable access to complete or correct items .on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER'S option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER- ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that .can be used by OWNER for its intended purpose without ,significant. interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.OWN ER at any .time may request CONTRACTOR in writing to permit OWNER to use any, such part of the Work which O WNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees.that such part of the Work is substantially complete. CONTRACTOR will certify to OWNER and, ENGINEER that such part of the Work is'substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request; OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving thin reasons therefor. If ENGINEER considers•that part of the Work to be substantially complete, the provisions of paragraphs 14:8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancyor separate, operation of part of the Work, will be accomplished prior to compliance, with the requirements of paragraph 5.15 in' respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final'Application forPapment. 14,12, After CONTRACTOR has completed all such corrections to. the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bond, certificates or other evidence of insurance required by parsgmph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph G.19) and other documents. CONTRACTOR may make application for final payment following the procedure: for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract, Documents, including but not, limited to the evidence of insumnce required by subparagraph5:4.13. (u),consent of the surety, if any, to final payment; and (iii) complete and legally effective releases: or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: () the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails EicDC GENERAL coNxnONs 1910-8 (1990 E(iticn) w/ CITY OF FORT COLLINS MODIFICATIONS (REV A2000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforminitto the format of the OWNER'S standard forms bound in the Project manual. Final Payment and Acceptance: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and. final inspection, and ENGINEER'.- review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has. been completed and CONTRACTOR'.- other obligations under the Contract Documents have been fulfilled, ENGINEER will, within fen days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and, present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the . provisions .of paragraph 14.15. Otherwise; ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application Thirty days after presentation to OWNER of the Application .and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph I T6.2 of these General Conditions. 14.14. If: through no , fault . of CONTRACTOR final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement,.maike payment of the balance due for that portion of the Work fully completed and accepted. if the remaining balance to be held by OWNER for Work not fully completed or corrected is less' than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in pamgraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. lVaiver,ofClaims. 14.15. The making and acceptance of final payment .wilI constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after 31 final inspection pursuant to paragraph 14.11. from failure to comply with the Contract Documents or the terms of any special, guarantees specified therein, or from CONTRACTOR's continuing obligations raider the ContractDocuments; and 14.15:2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPELNSIOiN OF WORK AND TERMINATION OWNER May Suspend Work: 15.1. At any time and without cause, OWNER may, suspend'the'Work or any portion thereof for a periodofnot more than ninety days by notice in writing to CO_NfRACTOR:and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work- on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an, extension of the Contract Times, or both, directly attributable to any such suspcnsign if CONTRACTOR makes an approved claim therefor as provided in Articles I I and 12. OWAE'R elfay Terminate: 15:2. -Upon the occurrence• of any one or more of the following events: 15.2.1.. if CONTRACTOR persistently tails to perform the Work in aecordancewith the Contract Documents (including: but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragmph 2.9 as adjusted from time to time pursuant to paragraph 6.6)i 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.1 if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OW'VER may, after giving CONTRACTOR (and the surety, if ary).seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and'use the same to the full extent they could be used by CONTRACTOR (without liability io CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid UMC.GENERAL CONDITIONS 1910-8 (1990 Edition) 32 WIMY OF FORT COLLINS MOD1F MIONS (REV 4/2000) CONTRACTOR but which are stored elsewhere, and finish the Work' as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished, If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages. sustained by OWNER arising out of or resulting,from completing, the Work such excess.will be paid to CONTRACTOR If.such claims, ousts, losses'and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims. cc" losses and damages incurred by OWNER will b reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Orderi provided [list when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.1 Where CONTRACTOR's services have been so terminated by OWNER, the terminmtion will not affect . any rights_ or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue: Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without causi and without prejudice to any other.right or remedy of ONER elect to terminate the Agreement. In such case, .CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials.or equipment as required by the Contract Documents to connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses aril; damages incurred in settlement of terminated contracts with Subaintractm Suppliers and others; and 15.4.4. For reasonable expenses directly attributable tc termination: CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination CONTRACTOR Alay Stop Work or Terminate: 15.5. If, through no act or fault of CONTRACTOR the Work is suspended for a period of more than ninety clays by OWNER or under an order of court or oilier public authority, or ENGINEER fails to acton any application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGMEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the'same terms as provided in paragraph 15* In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted,.or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACfORs stopping Work as permitted by this paragraph. ARTICLE 16--DISPUTE RF:SOLITfION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to beattached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12. OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations. in respect. of any dispute. .ARTICLE 17—INUSCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed :to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Conwutdtion of Time: 17.2.1. When arty period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period, If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation: F:JCDC GENERAL CONDITIONS I910-8 (19" Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV,12000) 17.2.1 A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day: Nodce of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's. employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver.ofthe provisions of any applicable statute of limitations or repose.Cumuladve Remedies. 17.4. The duties and obligations imposed by these General Conditions -and the rights and remedies available - hereunder to the parties hereto, and, in particular but without limitation, the warrartties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12: 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of#hem which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in comtection with each particular duty, obligation, right and remedy to which they apply: Professional Peer and Court Costs Included• 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges, of engineers, architects, attorneys and other professionals and all court or arbitration orother dispute resolution costs. 17.6. The laws of the State of Colorado apply to this "reement Reference to two Dfftinent Colorado statutes are as follows; 17.6.2. If a claim is filed, OWNER is required by law (CRS 35-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, ;materials. team hire; sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 EXDC GENERAL CONDITIONS 1910-8 (1990 E(ition) 34 W CITY OF FORT COLLINS MODIFICATIONS (REV 4/1000) (This page left;blank intentionally.) EJC'DC OENBM CONDITIONS 19105 (1990 E(fition) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) EJCDC.GENERAL CONDITIONS 1910.8 (1990 Edition) 36 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) ort CoUms 2.1.1 Homogenous Areas A homogenous area (material) is defined as an area containing a material that appears similar throughout with regard to color texture, and date of application. The inspection of the boiler, pipes, ductwork and associated insulation at the Operation Services Building included the following building systems: • Thermal/Mechanical Systems • Electrical System Homogenous materials that were inspected but not suspected to contain asbestos are not included in this report. Such materials include concrete, wood and plastic products. 2.2 Homogenous Materials Identification A visual inspection/walk-through of the boiler room was used as the basis in determining homogenous materials at the location. Each type of homogenous material was assigned an alpha numeric code to identify the different varieties of suspect building materials. 2.3 Friable and Non -friable Materials The EPA distinguishes between to friable and non -friable forms of ACM. Friable materials, when dry, can be easily crushed to powder by hand pressure. Non -friable material cannot be crushed to powder by hand pressure. No friable or non -friable ACMs were identified during this inspection. 2.4 Sampling Strategy The bulk sampling strategy used to determine the appropriate number of samples to be collected of each suspected material was developed using requirements of the AHERA regulation and are summarized in the table below: 300 Laporte, Boiler Inspection (ACC Report August 17, 2010 EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following.agreement of the parties: 16a. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach, thereof (except for claims -which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction. 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has.not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 911: and the failure to demand arbitration within said thirty days period will rzsult in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proccedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration .will be filed in writing with the other party to the Agreement and with the American Arbitration Association and a copy will be sent,to ENGDMER for information The demand for arbitration will be made within the thirty -clay or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after. the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-3 (1990 Edtim) %r/ CiTY OF. FORT COLLINS MODIF1CATiONS (REV 9/99) 16:4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity. (including ENGINEER ENGiNEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4. 1. the inclusion of such other person or entity is necessary if completerelief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in.such consent. 16.5, Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6A I a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor: Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by. the arbitrators will be final, judgment may be entered upon it'in.any court having jurisdiction thereof: and it, will not fie subject to modification or appeal. 16 7. OWNER and CONTRACTOR agree that -they shall first submit any and all unsettled claims, counterclaims, disputes, and other matters, in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes") *. to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them. initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties: The respective thirty and ten day time limits within which to fide a demand for arbitration as provided in paragraphs l&2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. t �i EJCDC GENERAL CONDITIONS 1910-8 (1 "0 Ec6tion) wl CITY OF FORT COLLINS MODIFICATIONS'(RE• V 9/94) GC -Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . Rev10/20/07 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title. APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Rev10/20/07 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Chanqe by Change Order: $0.00 Net Change by Change Order $0.00 Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: AMOUNT DUE THIS APPLICATION CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Rev10/20/07 Section 00960 Page 1 $0.00 $0.00 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored. This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 2 CHANGE ORDERS Bid Item Unit Number Description Quantity Units Price Amount APPLICATION FOR PAYMENT Work Work Work Completed Completed Completed This Previous To Month Periods Date Qty. Amount Qty. Amount Qty. Amount Stored Materials This Period PAGE 3 OF 4 Total Earned Percent To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 Section 00960 Page 4 of City Cottons Table 1 Sampling Strategv `jMatenal HomogenoustUruts. <Muiimwri'Numberof ... Cll1, dS%Aea; eb Friable < 1000 Square Feet 3 Surfacing 1000 to 5000 Square Feet 5 > 5000 Square Feet 7 Thermal --- Linear 3 System Feet/Square Insulation Feet/Each Miscellaneous - Linear Inspector's Discretion Materials Feet/Square Feet/Each City inspectors collected bulk samples in a random and representative manner. Samples were collected by obtaining a sample that included all layers within the suspected material. Each sample was identified and documented on field sampling worksheets; please see Attachment 2 for field sampling worksheets. Upon completion of the sample collection, the numerical identification information was transferred to a chain of custody document to accompany the samples to the analytical laboratory. The chain -of - custody forms can be found in Attachment 2. 2.5 Laboratory Analysis for Asbestos The bulk samples were submitted for analysis to Reservoirs Environmental, Inc. Reservoirs Environmental, Inc. is an accredited laboratory by EPA's National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of the bulk samples was performed using PLM to determine asbestos type and content. The PLM analyses are reported as percent asbestos by weight and by a calibrated visual estimation. Copies of the laboratory results and chain -of -custody documentation are included in Appendix C. 3 Asbestos Inspection Findings Eight (8) bulk samples were collected from multiple suspect materials at the location. EPA and OSHA define ACM as material containing more than once percent asbestos or a material that is assumed to contain asbestos. No samples from suspect materials were found to contain greater than one percent asbestos. 300 Laporte, Boiler Inspection (ACM) Report August 17, 2010 ATTACHMENT A "American Recovery and Reinvestment Act of 2009" Procurement Provisions: This contract is funded by the "American Recovery and Reinvestment Act of 2009" (ARRA). In compliance with the ARRA contractors and subcontractor must adhere to the following provisions: ARRA TITLE XV—ACCOUNTABILITY AND TRANSPARENCY BUY AMERICAN SEC. 1605. USE OF AMERICAN IRON, STEEL, AND MANUFACTURED GOODS. (a) None of the funds appropriated or otherwise made available by this Act may be used for a project for the construction, alteration, maintenance, or repair of a public building or public work unless all of the iron, steel, and manufactured goods used in the project are produced in the United States. (b) Subsection (a) shall not apply in any case or category of cases in which the head of the Federal department or agency involved finds that— (1) applying subsection (a) would be inconsistent with the public interest; (2) iron, steel, and the relevant manufactured goods are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality; or (3) inclusion of iron, steel, and manufactured goods produced in the United States will increase the cost of the overall project by more than 25 percent. (c) If the head of a Federal department or agency determines that it is necessary to waive the application of subsection (a) based on a finding under subsection (b), the head of the department or agency shall publish in the Federal Register a detailed written justification as to why the provision is being waived. (d) This section shall be applied in a manner consistent with United States obligations under international agreements. WAGE RATE REQUIREMENTS SEC. 1606. Notwithstanding any other provision of law and in a manner consistent with other provisions in this Act, all laborers and mechanics employed by contractors and subcontractors on projects funded directly by or assisted in whole or in part by and through the Federal Government pursuant to this Act shall be paid wages at rates not less than those prevailing on projects of a character similar in the locality as determined by the Secretary of Labor in accordance with subchapter IV of chapter 31 of title 40, United States Code. With respect to the labor standards specified in this section, the Secretary of Labor shall have the authority and functions set forth in Reorganization Plan Numbered 14 of 1950 (64 Stat. 1267; 5 U.S.C. App.) and section 3145 of title 40, United States Code. ECONOMIC STABILIZATION CONTRACTING SEC. 1611. HIRING AMERICAN WORKERS IN COMPANIES RECEIVING TARP FUNDING. (a) SHORT TITLE. —This section may be cited as the "Employ American Workers Act". (b) PROHIBITION.— (1) IN GENERAL. —Notwithstanding any other provision of law, it shall be unlawful for any recipient of funding under title I of the Emergency Economic Stabilization Act of 2008 (Public Law 110-343) or section 13 of the Federal Reserve Act (12 U.S.C. 342 et seq.) to hire any nonimmigrant described in section 101(a)(15)(h)(i)(b) of the Immigration and Nationality Act (8 U.S.C. 1101(a)(15)(h)(i)(b)) unless the recipient is in compliance with the requirements for an H-1 B dependent employer (as defined in section 212(n)(3) of such Act (8 U.S.C. 1182(n)(3))), except that the second sentence of section 212(n)(1)(E)(ii) of such Act shall not apply. (2) DEFINED TERM. —In this subsection, the term "hire" means to permit a new employee to commence a period of employment. DAVIS BACON WAGES GENERAL DECISION: CO20100008 08/06/2010 C08 Date: August 6, 2010 General Decision Number: CO20100008 08/06/2010 Superseded General Decision Number: CO20080008 State: Colorado Construction Type: Building County: Larimer County in Colorado. BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) Modification Number Publication Date 0 03/12/2010 1 06/04/2010 2 07/02/2010 3 07/09/2010 4 07/16/2010 5 08/06/2010 ASB E0028-001 07/01 /2010 Rates Fringes Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems) ..................... $ 24.74 11.13 ------------------------------------------------------------- CARP1001-001 05/01 /2009 Rates Fringes CARPENTER (Including Formbuilding and Metal Stud Work) ........ $ 26.60 8.89 ---------------------------------------------------------------- CARP2834-001 05/01 /2009 Rates Fringes MILLWRIGHT ....................... $ 27.60 10.65 * ELEC0068-009 06/01/2010 Rates Fringes ELECTRICIAN (Including Low Voltage Wiring and Installation of Communications Systems, Security Systems, Telephones, and Temperature Controls) ....... $ 31.60 6.32 ---------------------------------------------------------------- ELEV0025-002 01/01/2010 Rates Fringes Elevator Constructor ............. $ 36.94 20.24 FOOTNOTE: a. Employer contributes 8% of basic hourly rate for over 5 years' service and 6% basic hourly rate for 6 months' to 5 years' service as Vacation Pay Credit. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans Day; Thanksgiving Day; Friday after Thanksgiving Day; and Christmas Day. ---------------------------------------------------------------- I RON0024-001 11 /01 /2009 Rates Fringes IRONWORKER, STRUCTURAL ........... $ 24.80 9.91 ---------------------------------------------------------------- PAI N0930-001 07/01 /2009 Rates Fringes GLAZIER .......................... $ 27.95 7.10 ---------------------------------------------------------------- PLAS0577-001 05/01 /2010 Rates Fringes Cement Mason/Concrete Finisher ... $ 24.60 10.10 ON IIIIluliI�I�X�iI�7�[iI:iL�7�/f�iSli7 Rates Fringes PLUMBER (Excluding HVAC work) ....... $ 33.37 12.85 ---------------------------------------------------------------- PLUM0208-001 06/01 /2010 Rates Fringes PIPEFITTER (Including HVAC pipe) ....... $ 33.30 10.52 ---------------------------------------------------------------- S H E E0009-001 07/01 /2010 Rates Fringes Sheet metal worker (Includes HVAC duct and installation of HVAC systems) .................... $ 32.16 9.22 ------------------------------------------------------------- SUCO2001-015 12/20/2001 Rates Fringes LABORER Common ......................$ 9.56 2.36 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: " an existing published wage determination • a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- ---------------------------------------------------------------- PROJECT MANUAL CITY OF FORT COLLINS BOILER REPLACEMENT Project No: 8920.00 Fort Collins, CO PREPARED BY: BGCE FORT COLLINS, CO TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY SECTION 01040 - COORDINATION SECTION 01045 - CUTTING AND PATCHING SECTION 01046 - ACCESS TO SITE SECTION 01060 - REGULATORY REQUIREMENTS SECTION 01310 - CONSTRUCTION SCHEDULE SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SECTION 01370 - SCHEDULE OF VALUES SECTION 01400 - QUALITY CONTROL SECTION 01510 - TEMPORARY UTILITIES SECTION 01520 - CONSTRUCTION EQUIPMENT AND AIDS SECTION 01560 - TEMPORARY CONTROLS SECTION 01600 - MATERIALS AND EQUIPMENT SECTION 01700 - CONTRACT CLOSE-OUT SECTION 01710 - CLEANING SECTION 01715 - WASTE REMOVAL AND RECYCLING SECTION 01720 - PROJECT RECORD DOCUMENTS SECTION 01730 - OPERATION AND MAINTENANCE DATA SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.01 PROJECT SITE A. Location: The City of Fort Collins buildings are the Museum, 200 Mathews Street, and Operations Services, 300 LaPorte Avenue, Fort Collins, Colorado. 1.02 DESCRIPTION OF THE WORK A. General: The work consists of the replacement of the boilers and related mechanical and electrical work at the Museum and Operations Services buildings. 1. Construction sequencing should have the Museum work being accomplished first, then the Operations Services building. 2. Both of the City buildings will be fully occupied and remain open to City staff and the public during construction work. Contractor will provide airtight containment when any cutting/ soldering/fumes will be present. Contractor to use a negative air fan type system to remove fumes from the building to the exterior of the building. Refer to Section 01046, Access to Site, for specific construction access, phasing and scheduling requirements. 3. Contractor shall take all necessary care in selective demolition and construction of this project so as not to damage or destroy the historic fabric of the structure that is to remain. Under no circumstances shall cutting and patching be allowed to areas of historical significance without the prior review, approval and authorization of the Owner. B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor, equipment, tools, transportation and utilities, including cost of connection necessary for successful completion of the project. C. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers and workmen associated with the project conduct themselves in a professional, respectful and businesslike manner while on the site. 1. Firearms, alcoholic beverages and controlled substances are not permitted on the premises. 2. Smoking or use of tobacco products shall only be allowed in designated areas, and is prohibited within any structure. 3. All workers shall refrain from the use of profane or abusive language and other forms of harassment on the site. 4. Other conditions of this Section shall be as arranged at the Pre - Construction Conference. D. Related requirements or conditions specified elsewhere: 1. Division 0, Bidding Requirements. 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01400, Quality Control: Quality control and workmanship standards. 5. Section 01600, Material and Equipment: Quality of materials and equipment to be installed in the work. 1.03 SPECIAL REQUIREMENTS A. The City of Fort Collins has identified asbestos -containing materials on and within the boiler, associated duct work and piping, located at the Museum. The City of Fort Collins will provide this asbestos sampling information to the Contractor for their reference. It shalt be the Contractor's responsibility to have any other suspect materials identified during boiler removal activities. B. The HVAC Contractor will provide their own Colorado Department of Public Health and Environment (CDPHE)-certified General Abatement Contractor to complete any work that involves the handling, management and proper disposal of asbestos -containing materials. The abatement work wilt be performed after hours and shall be done in compliance with all applicable regulations, including but not limited to, CDPHE-Colorado Air Quality Control Commission Regulation 8, 5 CCR 1001-10, Part B and OSHA 29 CFR 1926.1101. The Contractor shall develop safe work practices to ensure fiber release is minimized. The Contractor will provide the City of Fort Collins with appropriate and completed waste manifests to document proper disposal of any asbestos -containing materials generated during the work activity. The Contractor shall provide to the City of Fort Collins any air sampling and disposal documentation before the new boiler installation may proceed. C. Contractor shall provide asbestos abatement scope of work for the Museum .to the City of Fort Collins for approval prior to beginning work. 1.04 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall be licensed by the City of Fort Collins (at the appropriate level), and shall have completed at least three (3) projects of similar type, size and complexity in the past five (5) years. 1.05 FORM OF BID AND/OR CONSTRUCTION CONTRACT A. The work of this Project shall be bid and construction contracts awarded on the following basis, unless otherwise modified in the General or Supplementary Conditions of the Contract: 1. Lump sum basis. END OF SECTION City of F6rt Collins 4 Recommendations Fort Collins Utilities Regulatory and Government Affairs Division 700 Wood Street Fort Collins, CO 80522 970.221.6900 970.221,6970 - fax kgov. com/utilities Category I Non -friable ACM (pipe sealant) is not required to be removed prior to demolition or renovation activities, if said material is in good condition and remains in good condition and is not rendered friable during demolition or renovation. If it is determined that these materials will be impacted by demolition or renovation activities, it is recommended that they be removed by properly trained asbestos abatement personnel. 5 Limitations Inspections conducted by Walsh and City of Fort Collins representative intended to identify those accessible materials that were reasonably suspect to contain asbestos. Asbestos has been added to over 3,000 products produced in the United States. This inspection does not guarantee that every potential ACM at this location has been identified and sampled. If suspected ACM is encountered during work activities for this project, work shall be stopped immediately and City of Fort Collins representatives must be contacted. 220 Mathews, Boiler Inspection (ACM) Report June 8, 2010 SECTION 01040 COORDINATION PART GENERAL 1.01 COORDINATION REQUIREMENTS A. Contractor shall be responsible for the overall coordination of all architectural, mechanical and electrical components and systems that are a part of this project. 1. Coordinate components and systems prior to purchasing or fabricating. 2. Coordinate materials, equipment and fixtures supplied by various trades for compatibility with the final installation. B. Coordinate all work included in the Construction Documents, including but not Limited to the following construction trades: 1. Demolition. 2. On -site utilities, including utilities designed by other jurisdictions. 3. Roofing and flashings. 4. Mechanical systems. 5. Electrical systems. C. Coordinate scheduling, submittals and work of the Drawings and various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. D. Coordinate and verify that utility. requirement characteristics of operating equipment are compatible with the building utilities. Interruption of utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. E. Related requirements specified elsewhere: 1. General and Supplementary Conditions: Contractor's Responsibilities. 2. Section 01010, Summary of Work. 3. Section 01060, Regulatory Requirements. 4. Section 01310, Construction Schedules. 5. Section 01600, Materials and Equipment: Substitutions. 1.02 COORDINATION OF SCHEDULES A. Coordinate schedule of construction activity with the Owner's continued use of the buildings. Refer to Section 01046, Access to Site. 1.03 COORDINATION OF SUBMITTALS A. General: Schedule and coordinate all submittals specified in Section 01340 or other Sections. B. Coordinate work of various Sections having interdependent responsibilities for installation, connection and start-up and controls for systems and equipment. C. Coordinate requests for substitutions to assure compatibility of space, operating elements and the effect on work of other Sections. 1.04 COORDINATION OF SPACE A. Coordinate use of project space and sequence of installation of mechanical, plumbing, fire protection and electrical work which is indicated diagrammati- catty on the Drawings. Follow routing shown for pipes, ducts and conduits as closely as practicable, with due allowance for available physical space; make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations, for maintenance and for repairs. In finished areas, except as otherwise shown, conceal pipes, ducts and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. 1.05 COORDINATION OF CONTRACT CLOSEOUT A. Coordinate completion and cleanup of work of separate Sections in preparation for Substantial Completion. B. Assemble and coordinate closeout submittals specified in Section 01700. C. After Owner's occupancy of premises, coordinate access to the site by various Sections for correction of defective work and work not in accordance with Contract Documents to minimize the disruption of Owners activities. END OF SECTION SECTION 01045 CUTTING AND PATCHING PART GENERAL 1.01 WORK INCLUDED A. Requirements and limitations for cutting and patching of the work. Cutting and patching shall be as required to provide a complete and finished project. B. Related work specified elsewhere: 1. Section 01600, Materials and Equipment: Substitutions. 1.02 SUBMITTALS A. Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of the building. 2. Building, fire, life safety or handicapped accessibility compliance of the project. 3. Integrity of weather -exposed or moisture -resistant elements. 4. Efficiency, maintenance or safety of any operational element. 5. Visual or aesthetic qualities of sight -exposed elements. 6. Historic materials, details or fabric of the structure. B. Include in request: 1. Location and description of affected work. 2. Necessity for cutting or alteration. 3. Description of proposed work and products to be used. 4. Alternatives to cutting and patching. 5. Date and time work will be executed. 6. Proposed method(s) to be utilized to protect historic materials, details or fabric. PART 2 PRODUCTS 2.01 MATERIALS A. Materials used in cutting and patching shall be those required for, or to match, original construction. B. For any change in materials, submit request for substitution in accordance with Section 01600. PART 3 EXECUTION 3.01 CUTTING AND PATCHING A. Execute cutting, fitting and patching as required for a complete and finished project. 1. Contractor shall be responsible for cutting and patching as required for the completion of the work. No cutting shall be done without approval of the Owner as to location, method and extent of cutting. 2. Fit work tight to adjacent elements. Maintain integrity of wall, roof, ceiling or floor constructions and finishes. Refinish surfaces to match adjacent finishes. 3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives to cutting and patching. 4. Remove and replace defective and non -conforming work. 5. Provide openings in elements of the work for mechanical and electrical penetrations, work of other trades or Subcontractors. B. Under no circumstances shall cutting and patching be allowed to areas of historical significance without the prior review, approval and authorization of the Owner. C. Cutting, patching and fitting shall be performed by personnel or subcontractors skilled in the particular trades or Sections of the work involved. D. Perform cutting by methods which will prevent damage to other portions of the work and provide proper surfaces to receive installation of repair and new work. E. Perform fitting and adjusting of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION SECTION 01046 ACCESS TO SITE PART 1 GENERAL 1.01 OWNER'S USE OF PREMISES A. The City of Fort Collins shall fully occupy the existing facilities, parking areas and grounds during construction of this project, except for specific areas designated strictly for use by the Contractor as specified in paragraph 1.02. B. It is the intent of the Owner that the Contractor not disturb the normal functions of the buildings, staff, visitors, vendors, suppliers, contractors or related outside businesses during the work of this project. C. The Owner's principal representative on this project shall be Ethan Cozzens. D. Related conditions specified elsewhere: 1. Section 01010, Summary of Work. 2. Section 01040, Coordination. 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 1.02 CONTRACTOR'S USE OF PREMISES A. Contractor shall have access to the site of new construction as required for the successful completion of the project, as arranged at the Pre -Construction Conference. B. Site area affected by construction access, construction activities, employee parking and material storage areas is to be minimized. 1. Owners access to non -affected areas of the buildings and site shall be maintained at all times. C. Access to areas of the existing facility affected by construction activities of the project is to be minimized. 1. Schedules for construction activities within the existing facilities shall be submitted to the Owner for approval a minimum of seven (7) days prior to beginning work. 2. Contractor shall protect all existing exterior and interior materials and finishes as determined at the Pre -Construction Conference. Contractor shall repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner, including damage to adjacent properties. 3. Contractor shall provide daily cleaning of the site and areas of the existing facility during the period of construction activity, as specified in Section 01710. D. Contractor shall assume full responsibility for the protection and safekeeping of products under this Contract stored on the site and for completed work. E. Noise Control: Refer to Section 01560, Temporary Controls. F. Dust and Erosion Control: Refer to Section 01560, Temporary Controls. G. Construction Hours: Refer to Section 01560, Temporary Controls. H. Toilet Facilities: Refer to Section 01510, Temporary Utilities. END OF SECTION SECTION 01060 REGULATORY REQUIREMENTS PART GENERAL 1.01 APPROVAL AND RECOMMENDATION AGENCIES A. The City of Fort Collins has jurisdiction for review and approval of the project, including but not limited to, the following departments: 1. Building Inspection. 2. Electric Utility. B. Other entities having jurisdiction of this project, include but are not limited to: 1. Poudre Fire Authority. C. Codes which have been adopted by the City of Fort Collins applicable to the project include, but may not be limited to: 1. International Building Code, 2006 Edition with local amendments. 2. International Fire Code, 2006 Edition. 3. International Energy Conservation Code, 2006 Edition. 4. International Plumbing Code, 2006 Edition. 5. International Mechanical Code, 2003 Edition. 6. National Electrical Code, 2008 Edition. 7. Any other local, state or federal codes which are applicable. 8. In case of a conflict between referenced applicable codes, the one having the more stringent requirements shall govern. D. Related requirements or conditions specified elsewhere: 1. Section 01400, Quality Control: Quality control workmanship standards. 2. Section 01600, Material and Equipment: Quality of materials and equipment to be installed in the work. 1.02 SERVICES AND UTILITIES A. Utility services are provided to the area of the project by the following jurisdictions: 1. Water: City of Fort Collins. 2. Sanitary Sewer: City of Fort Collins. 3. Natural Gas: Xcel Energy. 4. Electric: City of Fort Collins. 1.03 COMPLIANCE WITH APPLICABLE LAWS A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly adhere to all applicable federal and state laws, orders, and all applicable standards, regulations, interpretations or guidelines issued pursuant thereto, including but not limited to: 1. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be given and that license or _permit will not be issued to any activity not conforming to the State implementation plan for national primary and secondary ambient air quality standards. 1.04 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE A. Contractor shall have sole responsibility for compliance on the job site with all applicable portions of the Williams -Steiger Occupational Safety and Health Act (OSHA) and compliance with the Equal Employment Opportunity Act (EEO). 1. Contractor shall fully comply with OSHA requirements for maintaining Material Safety Data Sheets (MSDS) on the site. B. Protection of life, health and public welfare as it relates to construction of the project is the responsibility of the Contractor. The Owner will not provide observation, inspection, supervision or any comment on plans, procedures or actions employed at the project as they relate to safety of life, health or public welfare. If conditions are imposed by the Owner which interfere with or imply actions detrimental to safety, written notice shall be returned to the Contractor for action prior to affecting any unsafe conditions. C., The Engineer shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences or procedures for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor, subcontractors or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the Contract Documents. D. The Engineer shall have no responsibility for the discovery, presence, handling, removal or disposal of or exposure of persons to hazardous materials in any form at the project site, including but not limited to asbestos, asbestos products, lead -based paint, polychlorinated biphenyl (PCB) or other toxic substances. Refer also to Section 02080, Hazardous Material Removal. 1.05 LICENSES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for meeting all contractor licensing requirements for the City of Fort Collins, including testing and fees as applicable. Contractor shall acquire and maintain all required licenses for the duration of the Project. 1.06 PERMITS AND FEES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for all permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Building permit fees. 2. Subcontractor fees. 3. Any other local or state permits or fees. C. Owner shall be responsible for the following permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Plan review fees. D. The Contractor shall be responsible for applying for, and acquiring, all building permits, inspections and any other permits required for the construction of this project. END OF SECTION SECTION 01310 CONSTRUCTION SCHEDULES PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall prepare and submit to the Owner estimated construction progress schedules for the work. B. Submit revised progress schedules periodically. C. Related requirements specified elsewhere: 1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated Damages. 2. Section 01027, Change Order Procedures: Requirements for documenting requests for time extensions due to weather. 3. Section 01040, Coordination. 4. Section 01340, Shop Drawings, Product Data and Samples. 5. Section 01700, Contract Close -Out. 1.02 FORM OF SCHEDULES A. Type: Schedules will be computer generated, using "critical path" software subject to approval by the Owner. 1. Software shall indicate intermediate and final completion milestones. 2. Software shall indicate product data and shop drawing submittal dates, and indicate required ordering dates for long lead-time items. 3. Software shall be capable of automatically adjusting critical path entries. B. Prepare schedules in a continuous flow, both daily and weekly formats. 1. Provide separate horizontal bar for each trade, supplier or subcontractor. 2. Horizontal Time Scale: Identify the first workday of each week. 3. Minimum Size: 8-1 /2" x 11 ". C. Format of Listing: Table of Contents of this project manual as a minimum. D. Format of Scheduling: Chronological order of the start of each item of work, using "critical path" method. E. Identification of Listings: By major Specification Section numbers as a minimum. 1. Listings shall be complete enough to include each item of work that is sizable enough to affect either the start of, or completion of, other areas of the work. 1.03 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Indicate the complete sequence of construction by activity. 2. Indicate the dates for the beginning and completion of each major element of construction. 3. Indicate critical intermediate and final completion milestone dates. 4. Indicate product data and shop drawing submittal dates, and required ordering dates for long lead-time items. 5. Indicate substantial completion, punch list completion, final completion and contract close-out dates. B. Final Completion Schedule: Contractor shall update the latest progress schedule through contract close-out. C. Float Time: The Contractor and Owner hereby agree that "float" time designed into the schedule is an asset to the Project, and not for the exclusive use or benefit of the Contractor or the Owner, unless otherwise specified in the General and Supplementary Conditions. D. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's authority and responsibility to plan and schedule the work as he sees fit, subject to all other requirements of the Contract Documents. 1.04 SUBMISSIONS A. Submit initial construction schedule within fifteen (15) days after Award of Contract. 1. Owner will review schedules and return review copy within ten (10) days after receipt, if modifications are required. 2. If required, resubmit within seven (7) days after return of review copy. B. Submit revised progress schedules with each Application for Payment indicating actual work progress in comparison to scheduled progress. C. Revised schedules shall be reviewed at each normally scheduled 0/A/C progress meeting. D. Submit final schedule with contract close-out documentation. E. Claims for Weather -Related Contract Time Extensions: Refer to Section 01027 and General and Supplementary Conditions. F. Claims for Other Delays: Refer to General and Supplementary Conditions. 1.05 DISTRIBUTION OF SCHEDULES A. Distribute copies of the reviewed schedules to: 1. Jobsite file. 2. Owner's representative(s). 3. Mechanical Engineer. 4. Other concerned parties. B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by the projections shown in the schedules. END OF SECTION SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall coordinate and submit shop drawings, product data and other submittals required by the Contract Documents. B. Contractor shall review and approve shop drawings and submittals prior to transmittal to the Mechanical Engineer and Owner. C. Requirements and restrictions on resubmittals. D. Requirements for paper and/or electronic submittals. E. Related requirements specified elsewhere: 1. Conditions of the Contract: Definitions and additional responsibilities of parties. 2. Section 01040, Coordination. 3. Section 01310, Construction Schedules. 4. Section 01720, Project Record Documents. 5. Division 15, Mechanical, and Division 16, Electrical. 1.02 SHOP DRAWINGS A. Shop Drawings: Drawings shall be presented in a clear and thorough manner, with sufficient detail and completeness to clearly illustrate all conditions of the specific installation. 1. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Contract Drawings. 2. Shop drawings shall be returned unreviewed if, in the opinion of the Engineer, the drawings lack sufficient completeness or clarity to allow their review. B. Sheet Size: All shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36", except as restricted in paragraph 1.07 for electronic submittals. C. Quantity and Format: Unless otherwise directed by the Owner, provide four (4) reproducible and three (3) prints or copies, including one (1) set for the Owner's records. D. Cover Sheet: Each copy shalt contain the Shop Drawing Identification Form, located at the end of this Section. E. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. 1.03 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. B. Manufacturer's standard schematic drawings and diagrams: 1. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. Fort Cottons Attachment 1: Excerpted sections from WALSH Project Number 7345-010 July 14, 2008 300 Laporte, Boiler Inspection (ACM) Report August 17, MIO C. Quantity and Format: Unless otherwise directed by the Owner, provide four (4) complete sets. D. Electronic Submittals: Refer to paragraph 1.07 below. 1.04 CONTRACTOR RESPONSIBILITIES A. Contractor shall prepare and submit to the Owner a log of shop drawing, product data and sample submittals, indicating schedules for submission and review of individual products or equipment. B. Contractor shall coordinate and make submittals promptly, in accordance with the approved submittal schedule. Neither the Owner nor Engineer shall be responsible for delays in the work caused by the Contractor's failure to make submittals in a timely manner, the completeness and/or accuracy of such submittals, or failure to allow adequate time for review of submittals by. the Engineer. C. Contractor shall review and approve shop drawings and product data prior to submission to Engineer. Contractor shall determine and verify: 1. Quantities. 2. Field measurements and construction criteria. 3. Conformance with specified finishes and color selections. 4. Field construction criteria. 5. Catalog numbers and similar data. 6. Warranty coverages. 7. Conformance to requirements of Specifications. 8. Completeness of submittal and compliance with the requirements of this Section. D. Coordinate each submittal with requirements of the work and of the Contract Documents. Contractor shall coordinate submittals between related items of work prior to purchasing or fabricating. E. Review of shop drawings and submittals by the Engineer is only for general conformance with design intent of the project and general compliance with the information given in the Contract Documents. Contractor shall be responsible for meeting all requirements of the Drawings and/or Specifications, whether noted in the Engineer review or not. 1. Contractor's review "stamp" language shall not waive or alter this responsibility. F. Notify the Engineer in writing at time of submission of any deviations in the submittals from requirements of the Contract Documents. The Contractor must submit in writing any requests for modifications to the Drawings and Specifications. Shop drawings submitted to the Engineer for this review do not constitute "in writing" unless it is noted that specific changes are being requested. Changes by means of shop drawings become the sole responsibility of the Contractor. G. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. H. Begin no fabrication or work which requires submittals until return of submittals with Engineer approval. 1.05 SUBMISSION REQUIREMENTS A. Make submittals promptly, in accordance with approved schedule and in such sequence as to cause no delay in the work or in the work of any other Contractor. B. Number of submittals required: 1. Shop Drawings: As specified in paragraph 1.02.C. 2. Product Data: As specified in paragraph 1.03.C. C. Submittals shall contain the following information, to be completed on the attached Shop Drawing Identification Form: 1. Date of submission and the dates of any previous submissions. 2. Project title and number. 3. Names of: a. Contractor. b. Supplier or Subcontractor. 4. Field dimensions clearly identified as such. 5. Relation to adjacent or critical features of the work or materials. 6. Applicable standards such as UL, ASTM or Federal Specification numbers. 7. Identification of any deviations from Contract Documents. 8. Certification signatures and Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria and coordination of the information within the submittal with requirements of the work and of the Contract Documents. D. Submittals for design/build systems, as specified in these Specifications or indicated on the Drawings, shall include the stamp and signature of the Professional Engineer registered in the State of Colorado who prepared the design and construction documents. 1.06 ELECTRONIC SUBMITTALS A. General: Contractor and/or Subcontractors may submit product data and shop drawings electronically to the Engineer. B. Electronic submittals shall conform to the same content, clarity, format, completeness and other requirements as specified above for paper submittals, except as follows: 1. Quantity: One (1) electronic submittal. 2. Sheet Size for Submittals: 24" x 48" maximum. 3. Clarity: Engineer reserves the right to reject electronic submittals if they are illegible when printed. C. Submittals requiring color and/or finish selections wilt not be accepted electronically. Separate color and/or finish samples or selection sheets shalt be submitted separately from the electronic product data submittal. D. Contractor's Responsibility: Since scans of electronic shop drawings and product data submittals will only be made in black and white, the Contractor shall assume full responsibility for ensuring that Engineer modifications are accurately translated into the fabrication and construction process. 1.07 USE OF ENGINEER'S ELECTRONIC FILES A. General: Contractor and/or Subcontractors may use the Engineers' electronic CAD files for preparation of shop drawing submittals, upon written request. B. The Engineer may require a release form to be signed and returned prior to release of any electronic files, waiving liability for any use the Contractor or Subcontractor makes of the electronic files. 1.08 ENGINEER RESPONSIBILITIES A. Upon receipt, the Engineer shall evaluate submittals for completeness, conformance to requirements of the Specifications, and to verify that Contractor has reviewed and approved the submittal. If the Engineer determines that the submittal is incomplete or has not been properly reviewed and approved by the Contractor, the submittal shall be returned to the Contractor without further review. Also refer to paragraph 1.05.C. B. Engineer shall then distribute submittals to his professional consultants as applicable. C. Engineer shall review submittals in a timely manner, in accordance with the requirements of General and Supplementary Conditions, but shall require a minimum of ten (10) working days for review. D. Engineer's review shall be for general compliance with the requirements of the Contract Documents. This review shall not include: 1. Verification of field measurements. 2. Verification of quantities. 3. Material Safety Data Sheets.(MSDS). E. Engineer shall return submittals to the Contractor, with stamp indicating approval, rejection, required revisions, or description of requirements for resubmittat, if applicable. F. Unless the Engineer has required that a submittal be resubmitted, the Architect/Engineer shall review each product submittal or shop drawing only once. Also refer to paragraph 1.11 below. G. Engineer shall retain one (1) copy of submittals. for the Owner. 1.09 REQUIRED SHOP DRAWING, PRODUCT DATA AND SAMPLE SUBMISSIONS A. Provide complete information for products specified in individual Sections of these Specifications. 1.10 RESUBMISSION REQUIREMENTS A. General: If, after initial review by the Engineer, a submittal is required to be resubmitted by the Engineer, the Contractor shall make any corrections or changes in the submittals required by the Engineer and resubmit until approved. Resubmittals may be required for the following reasons: 1. Incomplete or unclear submittals, or submittals which have not first been reviewed and approved by the Contractor. . 2. Lack of required number of copies of product data or shop drawings. 3. Lack of Professional Engineer's stamp and signature where required for design/build systems. 4. Extent of the revisions necessary in the submittal to meet the design intent and to be properly reviewed. 5. Materials and/or fabrication details that do not meet the design or technical requirements of the specifications. 6. All color and/or finish selections have not been submitted as a complete package. B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified for the initial submittal. Identify any revisions made.. 1.11 DISTRIBUTION REQUIREMENTS A. Contractor shall distribute reproductions of shop drawings and copies of product data which carry the Engineer stamp of review to: 1. Job site file. 2. Record Documents file. 3. Subcontractors. 4. Supplier or fabricator. B. Engineer shall distribute returned copies of shop drawings and product data to: 1. Owner's representative. SHOP DRAWING IDENTIFICATION FORM DATE: PROJECT: ARCHITECT: Alter- Lingle -Massey Architects P.C. 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 (970)223-1820 CONTRACTOR: Name: Address: Phone: SUPPLIER OR SUBCONTRACTOR: Name: Contact Person: Address: Phone: PRODUCT(S): SPEC. SECTION(S): CERTIFICATION OF REVIEW: I (We) hereby certify that the product or material covered by this submittal has been reviewed for compliance with the applicable Section(s) of these Specifications, as well as Section 01340, and is in compliance with all specified requirements, including warranty coverages. Contractor Signature Supplier/Subcontractor Signature *STAMP* END OF SECTION SECTION 01370 SCHEDULE OF VALUES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall submit to the Owner a Schedule of Values allocated to the various portions of the work. Upon request, support the values with data which will substantiate their correctness. B. Schedule of Values shall be used only as the basis for the Contractor's Applications for Payment. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01026, Application for Payment. 1.02 FORM AND CONTENT OF SCHEDULE OF VALUES A. Schedule of Values shall be submitted to the Owner within fifteen (15) days of Award of Contract. B. Format: Contractor's standard forms or computer printouts. Identify schedule with: 1. Title of project and location. 2. Architect and project number. 3. Name and address of Contractor. 4. Contract designation. 5. Date of submission. C. Schedule shalt list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing values for progress payments during construction. 1. List separately the costs associated with the materials and labor for each component part of the work. D. Basis: At a minimum, the Table of Contents of this Project Manual shall be used as the format for listing component items. Contractor may include additional listings at their option. 1. Identify each line item with the number and title of the respective major section of the Specifications. 2. Contractor's overhead and profit shall be listed as a separate line item. 3. Contractor's contingency, if required by the General or Supplementary Conditions, shall be listed as a separate line item. 4. Mechanical and Electrical: Provide separate line items for rough -in and finish work for all plumbing, mechanical and electrical work. E. For each major line item, list subvalues of major products or operations under the item. F. The sum of all values listed in the schedule shalt equal the total Contract Sum. END OF SECTION SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. General quality control of the materials, equipment and labor for the project. B. Manufacturer's field services, support, and testing requirements. C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements: Minimum Building Code standards and applicable taws. 2. Section 01600, Materials and Equipment: Quality of materials and equipment to be installed in the work. 3. Division 15, Mechanical, and Division 16, Electrical. 1.02 QUALITY ASSURANCE G. Manufacturers: Where two _ or more units of the same class of fixture or equipment are required, these shall be the products of a single manufacturer. However, the component parts of the system need not be the products of the same manufacturer, unless otherwise specified. H. Design Criteria: 6. Design equipment for operations at an elevation of 4,900 feet above mean sea level, unless otherwise indicated in Division 15 and/or 16. 7. Coordinate details of the equipment with other related parts of the work, including verification that all structures, piping, wiring and equipment components are compatible. 8. Design equipment to operate under all conditions of load without objectionable sound or vibration. Sounds or vibrations noticeable outside of room in which equipment is installed, or annoying sounds or vibrations noticeable inside room, will be considered objectionable. Correct conditions considered objectionable to Engineer by means of approved vibration eliminators or by replacing equipment at Owner's option. 9. Nameplates: Provide a permanent operational data nameplate on each item of power -operated equipment indicating the manufacturer, product name, model number, serial number, speed, capacity, power characteristics, labels of tested compliances and similar essential operating data. Locate nameplates in easily read locations. 1.03 QUALITY CONTROL AND WORKMANSHIP STANDARDS A. Maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. B. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workman- ship. C. Comply with applicable Building Codes, except when specified materials, equipment, systems, tolerances or workmanship requirements indicate more rigid or restrictive standards. 1. Applicable codes are considered to be only minimum standards. Contractor and Subcontractor Qualifications: Perform work by persons qualified to produce workmanship of specified quality. 1. Subcontractors shall be certified by the manufacturer as an approved installer, when specified in specific Sections. 2. Refer to Section 01010 for other qualification requirements. Secure products in place with positive anchorage devices designed for the appropriate loads and sized to withstand stresses, vibration and racking. 1.04 MANUFACTURER'S INSTRUCTIONS A. When required by individual Specifications section, submit manufacturer's printed instructions in the quantity specified for delivery, storage, assembly, installation, startup, adjusting and finishing. B. Comply with manufacturer's instructions in full detail. Include each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding. C. When required by individual Specification section, submit manufacturer's written maintenance instructions for the Owner's use after occupancy. 1.05 MANUFACTURER'S CERTIFICATES A. When required by individual Specifications section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 1.06 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specifications section, require supplier and manufacturer to provide qualified personnel to observe field conditions, installation and workmanship, startup, testing and balancing of equipment as applicable and to make appropriate recommendations. B. Representative shall submit written report to the Owner listing observations and recommendations. END OF SECTION SECTION 01510 TEMPORARY UTILITIES PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary utility services required for construction. Remove upon completion of work. B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel. Remove upon completion of work. C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2.. Section 01530, Barriers and Enclosures. 3. Section 01560, Temporary Controls. 4. Sections 01710, Cleaning and 01715, Waste Removal and Recycling: Trash removal during construction. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with the current editions of all applicable building codes. Refer to Section 01060. B. Comply with applicable federal, state and local codes and regulations. C. Comply with applicable utility company requirements. 1.03 UTILITY FEES A. Utility charges and expenses for temporary construction usage for the following shall be paid by the Owner, unless indicated otherwise: 1. Temporary electricity. 2. Temporary construction water. 3. Temporary natural gas service. 4. Temporary heat and ventilation upon start-up of the buildings permanent mechanical systems, when put into service during the construction period as specified in paragraph 2.03.C. B. Utility charges and expenses for temporary construction usage for the following shall be paid by the Contractor, unless indicated otherwise: 1. Temporary sanitary facilities. 2. Temporary local and long-distance telephone, including cellular. PART PRODUCTS 2.01 MATERIALS A. General: Materials for temporary construction uses may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. Contractor may utilize existing 120/240V power service in the existing facilities. B. Provide adequate artificial lighting for all areas of work when natural light is not adequate for work. 2.03 TEMPORARY HEAT AND VENTILATION A. Contractor shall provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity and to prevent hazardous accumulations of dust, fumes, vapors or gases. 1. Portable heaters shall be standard approved units complete with controls. Do not store materials near sources of intense heat or open flame. B. Permanent building heating system may be used upon installation, testing and acceptance by the jurisdiction having authority over this area of the work, if allowed in Division 15, Mechanical. 2.04 TEMPORARY TELEPHONE SERVICE A. Contractor shall maintain a job telephone or cellular service. Toll charges shalt be paid by the party who places the call. B. Telephones within the existing facilities shall not be used by construction personnel during the construction period. 2.05 TEMPORARY WATER A. Contractor may utilize existing water service in the existing facilities. 2.06 TEMPORARY SANITARY FACILITIES A. Contractor shall provide sanitary facilities for use by construction personnel in compliance with current laws and regulations. 1. Service, clean and maintain facilities and enclosures in accordance with local governing health agencies. B. Toilet facilities within the existing facilities shall not be used by construction personnel during the construction period. PART 3 EXECUTION 3.01 INSTALLATION AND OPERATION A. General: Install and maintain temporary utility services in accordance with requirements of applicable federal, state and local codes and regulations, and applicable utility company requirements. B. Comply with applicable requirements specified in Division 15, Mechanical, and Division 16, Electrical. C. Maintain and operate systems to assure continuous service. 3.02 INTERRUPTION OF EXISTING UTILITY SERVICES A. Interruption of the existing buildings utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. 3.03 REMOVAL B. Completely remove temporary materials and equipment when use is no longer required, or upon completion of the work. C. Clean and repair damage caused by temporary installations or use of temporary facilities. D. Restore permanent facilities used for temporary construction services to original or specified condition. 1. Prior to final inspection, clean permanent filters and replace disposable filters in all mechanical equipment used during the construction period. Clean ducts, blowers and coils if units were operated during the construction period without filters. END OF SECTION Inspection for Asbestos - Containing Materials and Screening for Lead -Based Paint City Hall East 300 LaPorte Avenue Fort Collins, Colorado 80521 WALSH Project Number: 7345-010 July 14, 2008 Environmental Scientists and Engineers, LLC SECTION 01520 CONSTRUCTION EQUIPMENT AND AIDS PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish and maintain required construction equipment. B. Furnish, install and maintain required construction aids and remove upon completion of work. C. Related work specified elsewhere: 1. Section 01046, Access to Site. 2. Section 01510, Temporary Utilities. 3. Section 01530, Barriers and Enclosures. 4. Section 01560, Temporary Controls. PART 2 PRODUCTS 2.01 MATERIALS A. General: Equipment and construction aids for temporary construction uses may be new, used or rental equipment, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 CONSTRUCTION EQUIPMENT A. Provide construction equipment required by specific Sections of the Specifications or as necessary to facilitate execution of the work, including but not limited to: 1. Miscellaneous hand tools. 2. Miscellaneous power tools. 3. Goggles, masks, hardhats and other personal safety equipment. 4. Forklifts and other material handling equipment. 5. Air compressors. 6. Portable electrical generators. 7. Other equipment as required. 2.03 CONSTRUCTION AIDS A. Provide construction aids and temporary equipment required by personnel to facilitate execution of the work. Refer to respective Sections of the Specifications for the particular requirements of each trade, including but not Limited to: 1. Scaffolding, staging, ladders and platforms. 2. Stairs, ramps, runways and guardrails. 3. Hoists, platform lifts and chutes. 4. Drop cloths and other protective materials. 5. Other facilities as required. PART 3 EXECUTION 3.01 PREPARATION A. Review site conditions and other factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the work. B. Comply with applicable requirements specified in Divisions 2 through 16. C. Relocate construction aids as required by progress of construction, by storage or work requirements and to accommodate legitimate requirements of other subcontractors employed at the site. 3.02 REMOVAL A. Completely remove temporary materials, equipment and services: 1. When construction needs can be met by use of the permanent construction; or 2. At completion of the project. B. Clean and repair damage caused by installation or by use of temporary facilities. C. Restore permanent facilities used for temporary purposes to specified condition. END OF SECTION SECTION 01560 TEMPORARY CONTROLS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary facilities required for dust and pollution control. B. Implement and maintain temporary controls required for noise and construction work hours limitations. C. Related requirements specified elsewhere: 1. Section 01010, Summary of Work. 2. Section 01040, Coordination. 3. Section 01046, Access to Site. 4. Section 01510, Temporary Utilities. 5. Section 01530, Barriers and Enclosures: Cold -weather construction enclosures. PART 2 PRODUCTS 2.01 MATERIALS A. General: Materials for temporary controls may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. 2.02 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne dust generated by the construction activities of this project from affecting either the Owner's use of the buildings or neighboring properties. Implementation of such requirements will be at the sole discretion of the City of Fort Collins. B. Furnish materials, erect and maintain temporary dust partitions to seal portions of the building and equipment to remain in use during the construction period from affected areas of the project. 1. Partition Sheeting: Translucent or clear polyethylene sheets, 6-mil thickness minimum. C. Partitions shall be attached to the existing building so as not to damage or mar materials or finishes. D. Promptly remove temporary partitions upon completion of the work and restore materials and finishes to original condition. Contractor shall repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner. 2.03 POLLUTION CONTROL A. Contractor shall take all necessary precautions to prevent spilling or littering of water -polluting substances. Do not allow any foreign materials to be dumped into any portion of the sanitary sewer or storm drainage collection system or into any water runoff collection basin. The Contractor shall be responsible for all labor, equipment and materials necessary to remedy any such pollution as deemed appropriate by governing agencies with such jurisdiction. B. No burning of debris or any other air -polluting methods or equipment will be allowed. All motorized equipment shall be adjusted to minimize exhaust pollution. PART 3 EXECUTION 3.01 GENERAL A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 5:00 p.m. Monday through Saturday during the construction period, except as limited in paragraphs 3.01.B. and 3.02. Sunday or holiday construction will not be allowed. B. Specific activities that may limit the Contractor's working hours, if applicable, shall be determined at the Pre -Construction Conference. 3.02 NOISE CONTROL A. Construction activities that generate noise in excess of 85 db shall be limited to hours as established at the Pre -Construction Conference. 1. Prohibited after 5:00 p.m. every weekday. 2. Prohibited on Saturdays, Sundays and holidays. END OF SECTION SFCTION 01600 MATERIAL AND EQUIPMENT PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Material and equipment incorporated into the work shall conform to applicable standards and manufacturer's specifications, requirements and applicable recommendations. 1. Comply with size, make, type and quality specified, or as specifically approved in writing by the Engineer. 2. Manufactured and Fabricated Products: a. Design, fabricate and assemble in accordance with the best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gages to be interchangeable. C. Two (2) or more items of the same kind shall be identical by the same manufacturer. d. Products shall be suitable for service conditions. e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to, unless variations are specifically approved in writing. 3. Do not use material or equipment for any purpose other than that for which it is designed or specified. B. Provide specified maintenance materials, equipment and tools to the Owner at the completion of the project. C. Provide equipment or systems start-up, commissioning, field testing and operational testing, as specified in individual Sections. D. Requirements for substitutions and project options. E. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01010, Summary of the Work. 3. Section 01040, Coordination. 4. Section 01340, Shop Drawings, Product Data and Samples. 5. Section 01400, Quality Control. 6. Section 01710, Cleaning. 7. Section 01715, Waste Removal and Recycling. 8. Section 01730, Operating and Maintenance Data. 9. Division 15, Mechanical, and Division 16, Electrical. 1.02 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, contractor shall obtain and distribute copies of such instructions to parties involved in the installation. 1. Maintain one (1) set of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Owner for further instructions. Do not proceed with work without clear instructions. C. Perform work in accordance with manufacturers instructions. Do not omit any preparatory step or installation procedure, unless specifically modified or exempted by Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules, coordinate to avoid conflict with work and conditions at the site. 1. Deliver products in undamaged condition in manufacturer's original containers or packaging with identifying labels intact and legible. 2. Immediately upon delivery, inspect shipments to assure that materials and equipment are in compliance with approved submittals, required quantities have been provided and that products are properly protected and undamaged. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. C. Recycle shipping cartons, pallets and other packaging materials as required to meet project goal for construction waste diversion. 1.04 STORAGE AND PROTECTION A. Preparation for Shipment: 1. Prepare in a manner to facilitate unloading and handling. 2. Provide skids, boxes, crates or other effective shipping devices to protect materials, fixtures or equipment against damage from rough handling, moisture, dust, excessive heat or cold. 3. Protect painted surfaces against impact, abrasion, discoloration and other damage. 4. Apply grease packing or lubricating oil to all bearing and similar items. 5. Tag or mark each item as identified in the delivery schedule or on the shop drawings. Package or bundle items consisting of multiple similar pieces. Tag or mark the package or bundle. 6. Include complete packing lists or bills of material with each shipment. 7. Do not ship equipment requiring cranes or special equipment for unloading or handling without notice or until Contractor is prepared to receive and care for it property. 8. Protect electrical equipment, controls and insulation from moisture or water damage. B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weathertight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. C. Exterior Storage: 1. Store fabricated products above the ground on blocking or skids. Prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store wood and wood products above the ground on blocking or skids, and cover to protect from weather exposure. D. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration. E. Protection after Installation: 1. Protect materials, fixtures and equipment with original protective wrappings until Substantial Completion of the project, as specified in individual Sections. 2: Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS A. Products List: 1. Within thirty (30) days after Award of Contract, submit to Architect a complete list of major products proposed to be used with the name of the manufacturer and the installing Subcontractor. B. Contractor's Options: 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named which complies with the specifications. 3. For products specified by naming one or more products or manufacturers and "or equal", Contractor shall submit a request for substitutions of any product or manufacturer not specifically named. When the phrase "equal approved prior to bidding" is used, consideration of equals will not be made after Bid Opening, except as allowed in paragraph 1.05.D. below. 4. Naming approved manufacturers does not relieve the Contractor from meeting all specification requirements. 5. For products specified by naming only one product and manufacturer, there is no option. For purposes of this project, these include, but may not be limited to: a. Boilers, pumps or other mechanical equipment, specified in Division 15. 6. Manufacturer's material or equipment listed in Schedules, Specifications or on the Drawings are types to be provided for establishment of size, capacity, grade and quality. If other acceptable manufacturers are used, cost of any change in construction required by their use shall be borne by the Contractor. C. Substitutions during Bidding: 1. For the period up to ten (10) working days before the Bid Date, the Engineer will consider written requests from Contractors for substitution of products. 2. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: a. Comparison of the qualities of the proposed substitution with that specified. b. Changes required in other elements of the work because of the substitution. C. Effect on the construction schedule. d. Cost data comparing the proposed substitution with the product specified. e. Any required license fees or royalties. f. Availability of maintenance service and source of replacement materials. 3. The Engineer and/or Owner shall judge the acceptability of the proposed substitution and respond to the Contractor in writing by addenda, provided the request for substitution has been made in accordance with the requirements listed above. Requests made after this timeline will not be responded to by addenda; any use of these products will be at the sole risk of the Contractor. 4. Requests for substitutions received later than the deadline stipulated above will not be considered. D. Substitutions after Contract Award: Substitutions after contract award will only be allowed where the specified products are no longer available, or where lead times in fabrication and delivery will affect the construction schedule, unless otherwise allowed in the General and Supplementary Conditions. 1. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: a. Written documentation from the subcontractor or supplier that all allowable, approved manufacturers of a specific product are no longer available, or that the use of such products will adversely affect the construction schedule. Also refer to subparagraph 1.05.E. below. b. All other data specified for substitution requests in paragraph 1.05.C. above. C. Additional cost of a specified material or the proposed substitution shall not be a criteria for reviewing a substitution after contract award. 2. Failure by the Contractor to submit product data and shop drawings for approval, or order materials or equipment in a timely manner will not be grounds for approving a substitution request under this paragraph. 3. Contractor shall use any approved equal material or equipment at no additional cost to the Owner if the material or equipment used in his Bid is unavailable or causes undue delay in fabrication or delivery, as approved by the Owner. E. Contractor's Representation: A request for a substitution constitutes a representation that the Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Wilt provide the same warranties or bonds for the substitution as for the product specified. 3. Will coordinate the installation of an accepted substitution into the work and make such other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. F. Engineer and Owner will review requests for substitutions with reasonable promptness and notify Contractor in writing of the decision to accept or reject the requested substitution. PART 2 PRODUCTS 2.01 MATERIALS A. General: Use materials of commercial quality suitable for the anticipated service conditions. B. All materials and equipment to be installed in the permanent construction shall be new, unless otherwise permitted. C. Unless required otherwise, use components of standard sizes to assure future availability and permit field installation of repair parts. Make like parts of duplicate units interchangeable. 2.02 FABRICATION AND MANUFACTURE A. Workmanship and Materials: Design, fabricate and assemble equipment in accordance with the best engineering and shop practice. B. Lubrication: 1. Include lubrication systems which do not waste lubricants, require attention during startup or shutdown or more frequently than weekly during normal operation. 2. Furnish sufficient lubricants of the type recommended by the equipment manufacturer to fill lubricant reservoirs and replace consumption during startup, testing and operation prior to the Owner's acceptance of the equipment. C. Drive Units: Refer to Division 15, Mechanical, and/or Division 16, Electrical. D. Anchor Bolts: 1. Furnish with each piece of equipment required to be anchored. 2. Minimum Diameter: 3/4", or as indicated on the Drawings. 3. Minimum Length: Provide for required embedment in structural concrete and extend through concrete base, 1-1/2" of grout, base plate and nuts. Concrete base will be 4" thick, unless otherwise indicated. 4. Include two (2) nuts with each bolt. 5. Deliver anchor bolts with templates or setting drawings in time for installation when structural concrete is placed. E. Equipment Bases: 1. Include a cast iron or welded base plate with each pump, compressor and similar equipment installed on concrete base, if applicable. 2. Design to support both the driven unit and its drive assembly on a single base plate. 3. Support all equipment to be set on floor with 4" minimum concrete base. 4. Include grout holes and provisions for anchor bolts. 5. Include raised lip all around and a threaded drain connection with base plates for pumps. F. Special Tools and Accessories: 1. Furnish all special tools, instruments and accessories required for proper maintenance. 2. Furnish such special devices as are required for proper lifting and handling. G. Shop Painting: 1. Protect iron and steel surfaces with paint or other protective coating applied in the shop. 2. Use coating good for anticipated useful life of equipment on surfaces inaccessible after assembly. 3. Finish exposed surfaces smooth, clean and filled to obtain uniform base for paint. 4. Apply one (1) or more shop coats of a primer capable of protecting surfaces to receive finish paint coats after installation. 5. Apply finish coats in the shop with a high-grade oil -resistant enamel on electric motors, speed reducers, starters and other self-contained or enclosed components. 6. Do not paint machined, polished or non-ferrous surfaces. Coat such surfaces with rust -preventive compound, Houghton Rust Veto 334, Rust-Oleum R-9 or equal. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment with or under the guidance of qualified personnel having the knowledge and experience necessary for proper results. B. Arrange work to facilitate maintenance, repair or replacement of equipment. Locate services requiring maintenance on valves and similar units in front of services requiring less maintenance. Connect equipment for ease of disconnecting, with minimum of interference with other work. C. Locate operating and control equipment, dampers, valves, traps, clean -outs, motors, controllers, switchgears, drain points, maintenance items and devices for easy access. Install access panels where units are concealed by finished and similar work. D. Provide required clearances in front of, and around, equipment as necessary for access and ventilation. Comply with all applicable codes and safety regulations. 3.02 PLACING EQUIPMENT IN OPERATION A. Before starting up each system: 1. Check each piece of equipment for proper drive rotation, belt tension and any other condition which may cause damage to equipment or endanger personnel. 2. Clean, blow-out or flush lubricating oil, water systems and other pipelines. 3. Lubricate equipment in accordance with manufacturer's recommendations. 4. Test lubrication system safety interlocks and system performance. 5. Perform final alignment checks under observation of the Owner's principal representative and, where required, manufacturer's field representative. 6. Demonstrate that no abnormal stresses are transmitted to equipment from piping, ducts or other attachments. 7. Check anchor bolt tensions, grout and shims. Use calibrated torque wrenches for tightening anchor bolts. Do not overstress bolts. B. Place equipment into successful operation in accordance with the written instructions of the manufacturer or the instruction of the manufacturer's field representative, including required adjustment, tests and operation checks. 3.03 PERFORMANCE TESTS A. Tests may be required, whether or not specifically called for, to determine if equipment will perform as specified or guaranteed. Final acceptance of equipment, or Substantial Completion of that part of the work, is contingent upon acceptable test results. B. Do not conduct tests on equipment for which manufacturer's field service is specified, unless manufacturer's field representative is present and declares the equipment ready for test. HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East Gity `Hall East MATERIAL DESCRIPTION:. Black Adhesive/Mastic, Misc.-Hard associated with Raised floor on second floor - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category If SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE A 7345010-MA14-01 ROQWL► 305 SAMPLE LOCATION DESCRIPTION 4 FEET FROM NORTH, 4 FEET FROM EAST 7345010-MA14-02 305 4 FEET FROM NORTH, 4 FEET FROM EAST 7345010-MA14-03 304 8 FEET FROM SOUTH, 8 FEET FROM WEST 7345010-MA14-04 304 ALONG EAST WALL 24 FEET FROM NORTH MATERIAL CODE: I MA14 No Image name specified. Method ANALYTICAL SUMMARY Material I Layer Asbestos % and Type PLM black mastic % No Asbestos Detected PLM black mastic % No Asbestos Detected PLM black mastic % No Asbestos Detected PLM black mastic % No Asbestos Detected MATERIAL DESCRIPTION: MATERIAL CODE: I MS01 green Sealants, Misc.-pliable associated with ductwork - No Image name specified. MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II ACBM Status Non ACBM SAMPLED OR ASSUMED: Sampled COMMENTS: RACM Status no SAMPLE RQQA1ZL SAMPLE LOcmm DESCRfPn Method ANALYTICAL SUMMARY Material I Layer Asbestos % and Type 7345010-MSOI-01 139a SOUTH WALL, ON DUCTING 8 PLM green masts % No Asbestos FEET ABOVE FLOOR Detected 7345010-MSOI-02 140 ON DUCTWORK ABOVE DROP- PLM green mastic % No Asbestos DOWN CEILING, IN -LINE WITH Detected DOORWAY OF ROOM 125 7345010-MSOI-03 141 ON DUCTWORK ABOVE DROP- PLM green mastic % No Asbestos DOWN CEILING, 10 FEET EAST OF Detected WEST DOORWAY METHOD: NAA- Not Analyzed - Autmx4 NAPS -Not Analyzed - Positive Stop, PLM- Polarized light Microscopy- Ynul Point" Point Count- Polarized tight Microscopy - Point Court MethA TEM. Transmission Election Microscopy Malsh Page 49 of 60 Enviroamcntat Scientists and Engineers LLC C. Conduct tests as set forth in the Specifications, unless another manner of testing is approved. D. Equipment or systems that fail to satisfy the performance requirements shall be modified or replaced at Engineer's option. If modifications are allowed, make modifications necessary to produce an installation which will satisfy the performance requirements. Retest after modifications or equipment replacement is complete. Modifications, additional equipment, retesting and structural, piping or electrical modifications necessary to accommodate modified equipment or replacement equipment shall be made at no additional cost. 3.04 COMMISSIONING A. General: Commissioning of major building mechanical and electrical systems, if applicable, shall be provided by the Owner or by separate contract. END OF SECTION SECTION 01700 CONTRACT CLOSE-OUT PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in Conditions of the Contract and in Specifications for administrative procedures in closing out the work. B. Related requirements specified elsewhere: 1. Conditions of the Contract: Fiscal provisions, legal submittals and additional administrative requirements. 2. Section 01026, Applications for Payment: Requirements for final payment. 3. Section 01310, Construction Schedules. 4. Section 01710, Cleaning. 5. Section 01720, Project Record Documents. 6. Section 01730, Operating and Maintenance Data. 7. Section 01740, Warranties and Bonds. 8. Respective Sections of Specifications: Testing requirements and closeout submittals required of specific trades or subcontractors. 1.02 SUBSTANTIAL COMPLETION A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the Contract. B. When Contractor considers that the work is substantially complete, he shall submit to the Owner: 1. Written notice that the work or designated portion thereof is substantially complete. 2. "Punch list" of items to be completed or corrected, as determined by the Contractor prior to inspection by the Engineer and Owner. 3. Evidence of acceptance by the building official or other authority with jurisdiction over the project. 4. Complete prefunctional checklist and function performance testing from commissioning documentation, if applicable. C. Within a reasonable time after receipt of such notice, Owner will make an inspection to determine the status of completion. D. Should Engineer determine that the work is not substantially complete: 1. Engineer will ' promptly notify the Contractor in writing, giving the reasons therefor. 2. Contractor shall remedy the deficiencies in the work and send a second written notice of substantial completion to the Owner. 3. Engineer will reinspect the work, as appropriate. E. When Engineer concurs that the work is substantially complete, he will: 1. Prepare a Certificate of Substantial Completion on AIA form G704 or other Owner -provided form, accompanied by Engineer's list of items to be completed or corrected. 2. Submit the Certificate to the Owner and Contractor for their written acceptance of the responsibilities assigned to them in the Certificate. 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed, and that the work has been inspected for compliance with Contract Documents. 2. Work has been completed in accordance with Contract Documents. 3. Corrective or incomplete work has been completed from punch lists provided at Substantial Completion. 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational. 5. Final cleaning has been completed and project is ready for final inspection. 6. Final Certificate of Occupancy has been issued. 7. Completion of "flush -out" of building's mechanical systems. 8. Verification of completion of all outstanding commissioning requirements, if applicable. B. Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Engineer consider that the work is incomplete or defective: 1. Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to Engineer that the work is complete. 3. Engineer will reinspect the work, as appropriate. D. When the Engineer finds that the work is acceptable under the Contract Documents, he shall request the Contractor to prepare and deliver closeout submittals. E. Should Engineer perform reinspection due to failure of the work to comply with the claims of status of either Substantial or Final Completion made by the Contractor: 1. Owner will compensate Engineer for such additional services by change order to the A/E Agreement. 2. Owner will deduct the amount of such compensation from the final payment due the Contractor. 1.04 SYSTEMS TESTING A. Contractor shall conduct tests for operational systems and equipment as specified herein or as required by individual Sections, prior to Final Inspection. Testing of systems or equipment shall include but not be limited to: 1. Systems specified in Division 15, Mechanical, or Division 16, Electrical, or Section 01600, Material and Equipment. 1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS A. Evidence of compliance with requirements of governing authorities: 1. . Certificate of Occupancy. 2. Certificates of Inspection, including plumbing, mechanical, electrical and fire sprinkler systems. B. Final Completion Schedule: Refer to Section 01310. C. Project Record Documents: Refer to Section 01720. D. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section 01730. E. Warranties and Bonds: Refer to Section 01740. F. Evidence of Payment and Release of Liens: General and Supplementary Conditions. G. Test Results: Written approval from the testing agency for systems or equipment requiring final testing, as specified above. H. Certifications: Written certifications of material or equipment compliance, as required by various Sections of the Specifications. 1.06 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum, including accepted Bid Alternates. 2. Additions and deductions resulting from: a. Previous Change Orders. b. Deductions for uncorrected work. C. Deductions for liquidated damages. d. Deductions for reinspection payments. e. Other adjustments. 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum remaining due, including retainage. B. Contractor will prepare a final Change Order reflecting approved adjustments to the Contract Sum which were not previously made by Change Orders. END OF SECTION SECTION 01710 CLEANING PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Execute periodic cleaning during progress of the work. B. Execute final cleaning at completion of the work. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01715, Waste Removal and Recycling. 3. Respective Sections of Specifications: Cleaning for specific products or work. 1.02 DISPOSAL REQUIREMENTS A. Conduct cleaning operations to comply with applicable codes, ordinances, regulations and anti -pollution laws. B. Disposal of waste materials, debris and rubbish shall be at a commercially - operated recycling center, legal dumpsite or landfill. Refer to Section 01715. PART 2 PRODUCTS 2.01 CLEANING MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturers of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 PROGRESS CLEANING A. Execute periodic cleaning to keep the buildings, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations. 1. Contractor shall provide site cleaning at the end of each workday during progress of the work. 2. Buildings and site shall be kept clean to the satisfaction of the Owner, including but not limited to: a. Removal of boxes, cartons, pallets and other construction packaging materials. 3. Stored materials that are to be used in the construction of the work are not subject to the provisions of this paragraph. B. Maintain parking areas, access drives and city streets clean from mud and other debris. 3.02 FINAL CLEANING A. Final cleaning shall be performed by personnel or subcontractors skilled in this work. B. In general, the extent of final cleaning shall be to remove grease, mastic and adhesives, dust and dirt, stains, fingerprints, labels and other foreign materials from site -exposed interior and exterior surfaces. C. Ventilating Systems: 1. Clean permanent filters and replace disposable filters if units were operated during construction. 2. Clean ducts, blowers and coils if units were operated without filters during construction. D. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the site, all site -exposed interior and exterior surfaces and all work areas to verify that work of the entire project is clean. END OF SECTION SECTION 01715 WASTE REMOVAL AND RECYCLING PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, maintain and service trash removal dumpsters and/or roll -offs. B. Furnish, maintain and service recycling containers for construction materials, packaging and waste products. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01010, Summary of Work. 3. Section 01710, Cleaning. 1.02 DISPOSAL REQUIREMENTS A. Conduct disposal operations to comply with applicable codes, ordinances, regulations and anti -pollution laws. B. Disposal of waste materials, debris and rubbish shall be at a commercially - operated recycling center, legal dumpsite or landfill. 1. Contractor shall be responsible for all dump fees and expenses associated with hauling materials to the landfill. PART 2 PRODUCTS 2.01 WASTE REMOVAL CONTAINERS A. Furnish and maintain recycling, trash and waste removal dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient for the Work. 1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being blown out. B. Location of trash dumpsters shall be as arranged at the Pre -Construction Conference. 2.02 RECYCLED MATERIALS CONTAINERS A. Individual recycling containers shall be maintained for paper, corrugated cardboard, and co -mingled containers for glass, plastic, aluminum and steel, or as required to meet the Contractor's construction waste management plan. General contractor shall be responsible for ensuring proper separation of recycled materials and delivery to acceptable recycling centers. PART 3 EXECUTION 3.01 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle paper and beverage containers used by on -site workers. B. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical. 1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. 2. Inspect containers and bins for contamination and remove contaminated materials if found. 3. Stockpile processed materials on -site away from construction area, without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 4. Remove recyclable waste off of Owner's property and transport to recycling receiver or processor. 3.02 RECYCLING CONSTRUCTION WASTE A. Packaging: 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Polystyrene Packaging: Separate and bag materials. 3. Pallets: As much as possible, require deliveries using pallets to remove pallets from project site. For pallets that remain on -site, break down pallets into component wood pieces and comply with requirements for recycling wood. 4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood. 3.03 DISPOSAL OF WASTE AND RECYCLED MATERIALS A. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations, as specified in Section 01710. B. Remove recycling, waste materials, debris and rubbish from the site periodically and dispose of at legal commercial recycling centers, dump sites or landfills away from the site. END OF SECTION SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall maintain at the site one (1) record copy of each of the following documents: 1. Drawings. 2. Specifications or Project Manual. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Architect field orders or written instructions. 6. Approved shop drawings and product data. 7. Engineers' field reports. B. Related requirements specified elsewhere: 1. Section 01340, Shop Drawings, Product Data and Samples. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Prior to beginning work, separate one (1) clean, complete set of project documents from construction sets and hold for record document purposes. The Owner will not furnish additional sets for the Contractor's use at the end of construction, unless compensated for by the Contractor. B. Store documents and samples in Contractor's field office apart from documents used for construction. Provide files and rack for storage of documents. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by the Engineer and Owner's representative. 1.03 RECORDING REQUIREMENTS A. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B. Drawings shall be legibly marked to record actual construction: 1. Depths of various elements of foundation in relation to finished first floor datum. 2. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface locations. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 4. Field changes of dimension and detail. 5. Changes made by field order or by Change Order. 6. Details not included in original Contract Documents. C. Specifications and Addenda shall be legibly marked to record: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by Change Order. 1.04 SUBMITTALS A. At contract closeout, deliver all Record Documents to the Architect for the Owner. B. Accompany submittal with transmittal letter containing: 1. Date, project name and number. 2. Contractor's name and address. 3. Title and number of each Record Document. 4. Signature of Contractor or his authorized representative. C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. D. As -Recorded Documents shall be submitted, reviewed and accepted by the Owner prior to the Final Application for Payment being processed. END OF SECTION HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East I MATERIAL DESCRIPTION: MATERIAL CODE: MS02 , White Sealants, Misc.-Hard-associated with Boiler - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable ACBM Non ACBM Status SAMPLED OR ASSUMED: Sampled RACM COMMENTS: no Status 7345010-MS02-01 139a SAMPLE LOCATMN DESCRIPTION SOUTH BOILER, 1200 7345010-MS02-02 139a. SOUTH BOILER, 10:00 7345010-MS02-03 1398 SOUTH BOILER, 3:00 No image name specified. Method ANALYTICAL SUMMARY Material I Layer Asbestos % and Type PLM tan mastic % No Asbestos Detected PLM tan mastic % No Asbestos Detected, , PLM tan mastic % No Asbestos Detected MATERIAL DESCRIPTION: Black Sealants, Misc.- associated with Previously Exterior wall - Foundation sealer MATERIAL TYPE: Surfacing Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status MATERIAL CODE: SAMPLE AROOM SAMPLE LOCATION DESCRIPTION ' Method ANALYTICAL SUMMARY Material I layer Asbestos %and Type 7345010-MS03-01 138 E WALL, 3' FROM N, 3 HIGH PLM black mastic 10 % Chrysotile 7345010-MS03-02 138 S WALL, 4' FROM E, 6' HIGH PLM black mastic % No Asbestos Detected 7345010-MS03-03 138 S WALL, 7' FROM E. 2' HIGH PLM black mastic % No Asbestos Detected [uWll7 METHOD, NAA- Not Analyzed- Assumed. NAPS-Nol Analyzed • Positive Stop, PLM- Polarized light Metosoopy- Visual Estimate, Point Cotmt- Polarized Light Minoacapy.• Pomt Cant Method. T9 1- Tremninion Electron Microscopy = Page 50 of 60 alsh Environmental Sciendats and Enginecre LLC SECTION 01730 OPERATING AND MAINTENANCE DATA PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products, fixtures and equipment furnished for this Project. 1. Prepare operating and maintenance data as specified in this Section and as referenced in other pertinent Sections of the Specifications. B. Instruct Owner's personnel in maintenance of products and in operation of equipment and systems. C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01340, Shop Drawings, Product Data and Samples. 3. Section 01700, Contract Close -Out. 4. Section 01720, Project Record Documents. 5. Section 01740, Warranties and Bonds. 6. Division 15, Mechanical, and Division 16, Electrical. 1.02 SUBMITTAL REQUIREMENTS A. Prepare data in form of an instructional manual for use by Owner's personnel. B. Format of Submittals: 1. Size: 8-1 /2" x 11". 2. Paper: Manufacturer's printed data or neatly typewritten. 3. Drawings: a. Provide reinforced punched binder tab, bind in with text. b. Fold larger drawings to size of text pages. 4. Provide fly leaf for each separate product or each piece of operating equipment. a. Provide typed description of product and major component parts of equipment. b. Provide indexed tabs. 5. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List the following: a. Title of project. b. Identity of separate structure as applicable. C. Identity of general subject matter covered in the manual. C. Binders: 1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring size as required. 2. When multiple binders are used, correlate the data into related, consistent groupings. D. Number of Manuals Required: Two (2) copies of each complete manual, including all general information and plumbing, mechanical and electrical sections. 1.03 CONTENT OF MANUAL A. Table of Contents for each volume arranged in sequential order. 1. Contractor, name of responsible principal, address and telephone number. 2. List of each product required to be included, indexed to content of the volume. 3. List with each product, name, address and telephone number of: a. Subcontractor or installer. b. Maintenance contractor as appropriate. C. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: Contractor shall mark or edit manufacturer's printed literature as to the specific items used in the Project. . 1. Include only those sheets which are pertinent to the specific product. 2. Note each sheet to: a. Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. C. Delete references to inapplicable information. C. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate: a.Relations of component parts of equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. Do not use Record Documents as maintenance drawings. D. Written text as required to supplement product data for the particular installation: 1. Organize in consistent format under separate headings for different procedures. 2. Provide logical sequence of instruction for each procedure. E. Copy of each warranty, bond and service contract issued indicating: 1. Proper procedures in the event of failure. 2. Instances which might affect validity of warranties or bonds. F. Copy of Material Safety Data Sheets (MSDS) for each product or material. 1.04 MANUALS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS A. Content for each unit of equipment and system as appropriate: 1. Description of unit and component parts. 2. Operating Procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shutdown and emergency instructions. C. Summer and winter operating instructions. d. Special operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "troubleshooting". C. Disassembly, repair and reassembly. d. Alignment, adjusting and checking. 4. Servicing and lubrication schedule, with list of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. 6. Description of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. 8. As -installed control diagrams by control manufacturer. 9. As -installed color -coded piping diagrams. 10. Charts of valve tag numbers with location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices and recommended quantities to be maintained in storage. 12. Other data as required under pertinent Sections of Specifications. B. Content for each electric and electronic system as appropriate: 1. Description of system and component parts. a. Function, normal operating characteristics and limiting conditions. b. Engineering data and tests. C. Complete nomenclature and commercial number of replaceable parts. 2. Circuit directories of panelboards. a. Electrical service. b. Controls. C. Communications. 3. As -installed color -coded wiring diagrams. 4. Operating Procedures: a. Routine and normal operating instructions. b. Sequences required. C. Special operating instructions. 5. Maintenance Procedures: a. Routine operations. b. Guide to "troubleshooting'. C. Disassembly, repair and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating and maintenance instructions. 7. List of original manufacturer's spare parts, manufacturer's current prices and recommended quantities to be maintained in storage. 8. Other data as required under pertinent Sections of Specifications. C. Prepare and include additional data when the need for such data becomes apparent during instruction of Owner's personnel. D. Provide complete information for products specified in: 1. Division 15, Plumbing and Mechanical Systems and Equipment. 2. Division 16, Electrical Systems and Equipment. 1.05 SUBMITTAL SCHEDULE A. Submit specified number of copies of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the Owner prior to the Final Application for Payment being processed. 1.06 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. C. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. END OF SECTION NOTES: vo H N � mn B0"s" BOILER EMERGENCY POWER OFF (EPO) DIAGRAM �A ABBREVIATIONS/PLAN SYMBOLS W c.r - (x) - u• - PLAN SYMBOLS G c m PIPING SYMBOLS OCID r� Jti .wc r ess.N T w< T .w uwo mnuc us A wsswxc auuac vwK R srxuxcx ./ aw-ar vwrE Ka (xw� uR. wrRa�v o � DUCTWORK SYMBOLS nxxr2wwv ouc � - w B a aYxw it �c smr SINGLE LINE/DOUBLE LINE DUCTWORK SYMBOLS fLml Pu•al aL—�� sorrr I.wro) ,� se � � ��] �� �\ ro _ 1 m ci (acrwrwun)x� f.L[I89e la<ruuuv) ♦� ELECTRICAL LEGEND 0 POWER SYMBOLS ABBREVIATIONS ea s a m u b sv x O ® v.0 LIGHTING SYMBOLS i a O aassm uam¢ nvrua ® Ot ox¢ nw.u/wusryrs aussw ,a n wa m p a . w _ � Y O a s' m• ®• �.rua . �waM wn. E. p o-x.w • wx.w sw• ., rwcs . uwo•s .s�wMo+r 4?E—Cy ® v s2 uwu.m.roc.xa mxc %///. v..xmwo. B H Z W U Z 5� (L LLI U LL J W 0 w O CO 0 co F U w U U O O OW W W w �r p ¢w US QZ N U ¢w 'w0 �U ME1.1 MECHANICAL GENERAL NOTES: r .np vvp (.,o.[cr.w".[=. SEE_ _ To wcfORY:oaaawanv ;os tea: ai 3. ot,� . 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I, OTT I— n urzw. wrtw'S Eoa Ot :•ot i.wi:n�'p .EM a .c¢.,m .s . a.sp Tos uwc, • nw'c'",t"or"'w'a,.r°",. s xow.Es rnaw,na. ,au.w .w a .. K a ww YnOT' a w«wp, a .. w«tr�wax,TE .w t .. wa, To a<�. t .a.TE. , p ¢«. w� a..r «wp w.ow �ro r¢ ro tE cotw�,, wv ¢ccmc.. c.az. saes u riot w.uc.— ..,, rot a.en,Ero: mpcw.�wm. s, ELECTRICAL GENERAL NOTES: w «, .emu liro"w'v.� �« ur � o0.s [ wax — G ., - E RS' Els—O[",« . It [— rorzTo Ew ..pl. ¢ "° r .¢ .t. BE —ITED ., , To FTE. ,o.O,winw'�"`aao`..v°1PYs p1 .,[-.»w ,t .[ --I-roa�wro a� ` GwE E t¢ a wrz,w , aw ,m To. w„w µto, " [ Qa ` ,fir to, To [ [ Cow[Cntx E.,wo . CO .nn y�,wtrw a. 1 s.—, �S rzIECC.w Oart[R [.orp, ro ec wo.¢C�r[.aapY r ,pnw"r.nw ,p y,.¢.noii w. p[w,gn sot[ a ED wowtm a , m m w t.cro,...xc wax ,rz awi U.I.wE ¢a.xxa ot as".`:w"`¢�°' o`i9°`w`n.`a,`a""`us[NRs�.w uca.['i«c s.lpEx a,cw, v,EwE.x as u . r E. nc. TTS UM nE , .• m.tacrt.s. satrap, sia wv nca'aac�yiotr x p.rtv ,v tr Ts �rz.x otwu awws..Erz,.,a.s. anw�i"wtx [i .ZS EC w.wts s.,u waaoE .Es ,mpu.� j,. BEAUDIN GANZE t:w,[aew Erw,E.[, u,[Tl- ,]GCE>=a =x [. 4 Ti.; b '� z E W� U z g9 CL =' W wg U W J ,L p.m O COp O U p Q W Qr J w Q� O O o R i- V UU z ~O K E W L) OwLL WH o az } U� L ZQ¢ U y =w ww w�U ME1.2 OPERATIONS SERVICE MECHANICAL DEMO PLAN - ADD ALTERNATE OPERATIONS SERVICE 6 ELECTRICAL DEMO PLAN - ADD ALTERNATE [ OPERATIONS SERVICE MECHANICAL DEMO PLAN - BASE BID OPERATIONS SERVICE 4 ELECTRICAL DEMO PLAN - BASE BID — ,,..,a MUSEUM 1 MECHANICAL DEMO PLAN MUSEUM 2 ELECTRICAL DEMO PLAN —."I. — NOTES: FLAG NOTES: BEAUDIN 05.a GANZE fauultlxy Eryinevn, Irc Ivxvl v.ve,ov .xas m e[xu.. nvw ro fx4r Isxv155axv. Oj �.CO.F w..vs..om(vlvl xx �a O[R ux OxouTrt .[e Ux. xo .. xoK nu m ..u. ara e 9 c[ xv r.o. eau. 8 =ej Z W i W o U 'q 55 a m< W w g w U W �•�E) w ax O Et1 p l n P,6 U Z qa z 0 a? Ug pUoo �a F- a 0 U O of �2 w O w w Wp LL O UO U jL w ME2.1 OPERATIONS SERVICE 5 MECHANICAL PLAN -ADD ALTERNATE s— .. — OPERATIONS SERVICE 6 ELECTRICAL PLAN - ADD ALTERNATE — .. ,a OPERATIONS SERVICE 3 MECHANICAL PLAN — ,a ,- OPERATIONS SERVICE 4 ELECTRICAL PLAN — ,. — NOTES: FLAG NOTES:w � / j, 0 u •M -�•o� r BEAUDIN GANZE m .. ..1 �' 'n`°c we u� ,ix�.a•cc..w a .. iivi sso-xiH `caasno. \ Q' �°s° m. oacuscwan awrxruem �cxv�a�ssai ® e x Hill 4 MUSEUM 1 MECHA LAICAL PLAN G MUSEUM 2ELECTRICAL PLAN —,,..,. 7is;mp z Z W i wz U _ 59 CL wwg W °oQ J K 0.0 m Q N H U ? J W � Q O O K U z U r co U Z <0 J5 o o wLL Wa O UO Z U 7 2w c U_ �m P ME3.1 SEQUENCE OF OPERATION: OPE"RIl Ol SIR" I Sn. rtu wi I N�l�a� lace sr+l.a a xuo Eu�s� "sort�pnC e� R Is uIm pm 1 +rs .sq m� "lr�(,ousi m� eo twilsveic) tc a uc r (.o.�us,piN). o na �¢ umwo°"'eownPiw`au R in 2 ADDALTERNATE- HEATING WATER SYSTEM SCHEMATIC (OPERATIONS SERVICES) ADD ALTERNATE: 1 sncn�norElVl� VVH I CI( JTJ I LNI JI.IICMH � Ili r jam BEAUDIN GANZE C:mwltlry Eryilmy Inc Imp) 55onp. 1�1 asaev cml atacci a 4 n Y 7i� m z z w i wz U 59 (L ui Leo J 0 p Z O m , 0, z F J Z Q � w � U O O O w F- z ¢ U K 22 w 0. w U. n Z :EO M E4.1 III) OxnN: — 1 MUSEUM - HEATING WATER SYSTEM SCHEMATIC NOME SEQUENCE OF OPERATION: MUSEUM ,, mr MnAmELr� bl[I. w aw,n. er 5I m a cLw rm imc ros) e. ,+s, sr.xnk mF MNNINN .1 IN •IMMSrb C)rMu I�sw�rteaoar arm aclm+rsr.'OF) io im ac M(�w.Oq .s versa uR rtuxxArva F (m,usru[I ro 0 oIt r (gyp sryrFl. ea fp 5xyy mart w irs �( ,rtamuLLNE ANv[s wAM BOILER SCHEDULE NEl E BURNERLOGDONSERVIEEBDILER VT/ —FACTURER- y MODEL / CESSORtES REUMxS Win[D.I MT. ro» ._m a wrt_ Imn ,w., .- 3¢ mRs Pot, SF.r .1 I>an ELF<Tx..L tR»Aznw. »< () D.wm.3 aRxas so[nn. WATER HEATER SCHEDULE LOGTIW 4MK tYPE STORKS CAPS TY RECOVER'/ (GPM) OA,ER TE4(_c)RISE INPUT ` �)MSk OUTPUT (MBH) EUECT— VOLE/ swNFKNRER• G MODEL / .CB—B RI-1 m_� us m •s.a m w Im/I uvm_ _ m c m (31 mm [LEM[ —1 R - qw T ,WEBS: LENEgµ xOSES:� PUMP SCHEDULE - OPERATION SERVICES ALTERNATE TYPE GPM TDx (Fi) RulO ANUFKiUER•MkMODELACCESSORIES ��T-TLU—L FN— NOTES:wV /R_otgss z 2 W D U ? g� (L LLI L W g U W ¢ ILu W O .0 m p N — U Z i Q OOOIt U o U F z U Rio W 0, Lu L- m J 0 UU) Z U e=� W Q M E4.2 Fort Collins 2 Recommendations The friable ACM (Hard, gray resinous glaze) found present at the Fort Collins Museum Boiler room is currently regulated by the EPA or CDPHE. If it is determined that these materials will be impacted by demolition or renovation activities, it is recommended that they be removed by properly trained asbestos abatement personnel. 3 Limitations The inspection intended to identify those accessible materials that were reasonably suspect to contain asbestos, and which were expected to be impacted by the renovation activities described for the boiler renovation project: Asbestos has been added to over 3,000 products produced in the United States. This inspection does not guarantee that every potential ACM at this location has been identified and sampled. 220 Mathews, Boiler Inspection (ACM) Report -Addendum August 17, 2010 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East y Hall East MATERIAL DESCRIPTION: MATERIAL CODE: PS01 White Pipe Sealant -Hard associated with Fiberglass pipe insulation - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II ACBM SAMPLED OR ASSUMED; Sampled Status ACBM COMMENTS: RACM no Status S"PLE ROOl1//I, SAAM4 LOCATION DESCRIPTlON ANALYTfCAL StlbfMARY Method Material I Layer Asbestos %and Type 7345010-PS01-01 139a TOP, MIDDLE OF BOILER, 10 PLM silver wrap %' No Asbestos INCHES ABOVE BOILER wlyellow fibrous Detected tmaterfal PLM white resinous % No Asbestos material Detected 7345010-PSO1-02 226 SOUTHEAST CORNER, ABOVE PLM white fibrous % No Asbestos CEILING woven material Detected PLM sliverwrap % No Asbestos Detected PLM white resinous % No Asbestos material Detected 7345010-PSO1-03 ".100. 4 FEET FROM SOUTH ALONG PLM white resinous.. 4'%, Chrysotile WEST WALL material PLM sliver wrap % No Asbestos w/yellow, Detected MATERIAL DESCRIPTION: Roof Coatings- associated with-Rofing materials MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I ACBM ACBM SAMPLED OR ASSUMED: Assumed Status COMMENTS: RACM no Status MATERIAL CODE: RC01 METHOD. NAA- Not Analyzed- AsstaymA NAPS -Not AnalYzed • Positive Slop, PLM- Polarized Light Mia=WPY - Visual Estimate, Point Count- Polarized Light MkroscM -Point Cant Method, TEM- Transmission Elects= MMiicroscom koPage 56 of 60 Environmental Scientists and Engineers LLC No Text HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East �[''■*v"', L'T.�'Il �iTi doh• .- __ MATERIAL DESCRIPTION: MATERIAL CODE: I BF101 White Boiler Flue Insulation -Fibrous associated with Boiler - No image name specified. MATERIAL TYPE: Tharrnal System Insulation FRIABILITY: Friable ACBM Non ACBM SAMPLED OR ASSUMED: Sampled Status 11 COMMENTS: RACM Status no SAMPLAC R9M SAMPLE LOCATION DES[NP(PTrOie - AMALYrICgL SUMIIfARY 7345010-BFI01-01 139a EAST SIDE OF FLUE, 6 INCHES Method PLM Material r Layer Asbestos % and Type NORTH OF BOILER white resinous % No Asbestos material I Detected PLM white plaster % No Asbestos Detected 7346010-OFIOl-02 j139a SOUTH SIDE OF FLUE, 4 FEET; PLM white resinous % No Asbestos FROM BOILER material Detected PLM gray fibrous plaster /. No Asbestos Detected PLM white plaster Y. No Asbestos Detected 7345010-BFIOI-03 100' BOTTOM OF FLUE, I FOOT FROM . PLM white resinous y No Asbestos WALL material Detected PLM white plaster v No Asbestos Detected ""-"'--• - •• •- •`..• •"•-•)�.•�••- •'•�a•�,� InnrYl i Amyma- Yostave Jtop, PLM- Polaiimd light Mic owupy• Visual Estimate, Point Count- Polarized Light M' Trantmksioa patron iicmmopy gh rcroscropy • Paint Count Method 7EM- 1 Page 7 of 60 Environmental Scientists and Engiace s LLC HOMOGENEOUS MATERIAL, (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East Hall MATERIAL DESCRIPTION: MATERIAL CODE: GM01 White Gasket Material -associated with Boiler -Gasket, foam material No Image name specified. MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I ACBM Status Non ACBM SAMPLED OR ASSUMED: Sampled , COMMENTS: RACM Status Status SAMPLE O RQOM/LOC' SAMPLE LOCATION DESCRIPTION ANALYTIC40. SUMMARY Method Material I Layer Asbestos % and Type, 7346010-GM01-01 139a SOUTH FACE OF BOILER, 3 PLM white fibrous %. No Asbestos OCLOCK material Detected 7345010-GM01-02 139a SAME, ONE OCLOCK PLM white fibrous % No Asbestos material Detected 7345010-GM01-03 139a _ SAME, 8 OCLOCK PLM white fibrous ye No Asbestos material Detected MATERIAL DESCRIPTION: MATERIAL CODE: I GM02 White Gasket Material -Fibrous associated with Boiler - No image name specified. MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable ACBM Non ACBM SAMPLED OR ASSUMED: Sampled Status COMMENTS: RACM no Status `"!"-K nROOM SAMPLE LOCATION DESCRIPTION Method ANALYTICAL SflMMARY Material I Layer Asbestos .% and Type 7345010-GM02-01 139a SOUTH FACE OF BOILER,,S PLM white fibrous ya°' No Asbestos OttOck- material Detected 7345010-GM02-02 139a SAME, 2 OCLOCK PLM white fibrous %' No Asbestos material Detected 7345010-GM02-03 139a SAME, 9 OCLOCK PLM white fibrous °/, No Asbestos material Detected METHOD: NAA- Not Analyzed - Assumed, NAPS -Not Analyzed - Positive Stop, PLM- Polarized Light Micm=py - Visual Pstimate, Point Corms Polarized Light Microscopy. Point Count Method. TEM- Trus nissiioon EElmttrronn Microscopy Page 37 of60 Environmental Scientists and Engineers LLC SUMMARY OF ASBESTOS. CONTAINING BUILDING MATERIALS (ACBM) - SORTED BY -MATERIAL TYPE AND ID City of Fort Collins - City Hall East BUILDING: City Hall East (CHE) I HOMOGENEOUS MATERIAL MATERIAL DISTURBANCE ROOM 1D LOCATION QUANTITY UNITS CONDITION POTENTIAL COMMENTS PS -Pipe Sealant PS01 White Pipe Sealant -Hard associated with Fiberglass pipe Insulation- 100 Other 2 SF Good Low Above drop -down ceiling 102 Other 1 SF Good Low above ceiling 107 Other 5 SF Good Low Above ceiling 109 Other 15 SF Good Low above ceiling 130 Other 10 SF Good Low Above drop -down ceiling 132 Other 2 SF Good Low Pipes on south end 135 E. wall, 20 EA Good Low In wall cavity, quantity estimated 139a Other 50 SF Good Low Pipes above ceiling 212 Ceiling, 2 SF Good Low 214 W. wall, Other 2 SF Good Low Above drop -down ceiling 226 Other 10 SF Good Low above ceiling on pipes PS01 Total Qty 119 PS -Pipe Sealant Total Qty 119 RC -Roof Coatings RC01 Roof Coatings- associated with -Rofing materials Roof Other 7,800 SF Good Low Roof RC01. Total Qly 7,800 RC -Roof Coatings Total Qty 7,800 RSL-Roofing Sealarif RSL01 Roofing Sealant- associated with Roof - Roof Other 500 LF Good Low Roof RSL01 Total Qfy 500 RSL-RooOug Sealant Total City Soo Wa-Window Caulking WC01 Gray Window Caulking -Malleable associated with Main entry wlndows- XN1 Other 140 LF Good Low Main entry windows WC01 Total Qty 140 WC -Window Caulking Total City 140 a7Lsh Page 8 of 8 Environmental Scientists and M%inem LLC Fort Collins Attachment 2: Sample Results, Field Sheets from City of Fort Collins Inspection May 26, 2010 NO Laporte, Boiler Inspection (ACID Report August 17, 2010 Frt CoUms Bulk Sampling Data Sheet Sample Date: V 2 ' . 2 o Project Name: 30-�."4� •� "�p l e„v Sampled By: WV is A Page of Sample Nnatber ¢Sample�Descnption'� x� i Sam le Locatcon � x_ � 4 u S 3 � ,�, Yl ,th Comments 4i 4 �` `iv, 1 _ ic. ov k 1' � r •� ^�.��o,., 1 �pc �,r`^'��^ � ; �L. �. l.;E,b�:_t �: \,�.., _ D _ o b� crew, �I�.�l �o� l� 17 00✓ g L_ Doi g o;�� L;..w ��► t `. 9- - Cot - DbI �cSt4f ro rCow bo�1 coucv o c Comments: PEI LAS .�.. v�rs Environmentlal, June 4, 2010 Matt Zoccali City of Fort Collins (Wood Street) 700 Wood Street Fort Collins CO 80522 Dear Customer, Laboratory Code: Subcontract Number: Laboratory Report: Project # / P.O. # Project Description: RES NA RES 1921354 None Given 300 Laporte - Boiler Inc. Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 192135-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer Orr President Analyst(s): Paul D. LoScalzo Wenlong Liu Michael Scales Rich Wegrzyn Anita Bridges James Venendaal Adam Kinch Louis A. Church Jr. Robert R. Workman Jr. P: 303-964-1986 5801 Logan Street, Sulte 100 Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275 www.reilab.com Page 1 of 2 : Z�-6ao8 p q:4221-46► ��.'��0-�- o a��nnnn�arrrrrr�srrrrrr■ � car�wnnorrrrrrrrrrrrrrrnr■ D"MrnnnrrrrrrrrrrrrrrMEMO ar��nr�niyeirrrrrrrrrrrrrrrr■ a r-�r�smearirrrrrrrrrrrrrmoms � c�d�nearrrrrrrrrrrrrrrrr■ ace©eeooerrrrr�rrrrrrrrrr■ o���eearrrrrrrrrrrrrrrr�■ orrrrrrrrrrrrrrrr®rrrrrr� �-Nrrrrrt'MEMO mrrrrrrrrrrrrr'song �rrrrrwtrrrrrrrrr�rrrr�wrr� �err��rr■®rrrrrrrrrr�r„ � him" ft ors ,m+. Gym= No Text x. RE Reservoirs Environmental Inca. VPPPP July 16, 2010 Laboratory Code: RES Subcontract Number. NA Laboratory Report: RES 194819-1 Project # / P.O. # None Given Project Description: Museum Boiler - Interior Caulking City of Fort Collins (Wood Street) 700 Wood Street Fort Collins CO 80522 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 194819-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer Orr President /4�e Analyst(s): Paul D. LoScalzo Michael Scales Anita Bridges Wenlong Liu Rich Wegrzyn Robert R. Workman Jr. P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275 www.reilab.com Page 1 of 2 Attachment 3: Credentials 300 Laporte, Boiler Inspection (ACM) Report August 17, 2010 City of at Collins STATE OF COLORADO ASBESTOS CONSULTING FIRM Colorado Department of Public Health and Environment Air Pollution Control Division This certifies that Walsh Environmental Scientists & Engineers Registration No. ACF - 494 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality Control Commission Regulation No. 8, Part B, and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8. Part B, in the state of Colorado. Issued: January 30.2008 Expires: January 30, 2009 Authorized APCD presentative SEAL 'o fir 4 P OF COLORADO z.lSTATE ASBESTOS CERTIFICATION* I_ at C0101,ldt.) DelX11 11110111 ofI'Liblic Health kit and 1. livillolillicill, 'All. PO11U11O11 Control Divisloll jj This that Michael Phillip Castdl Certification No: 4210 kl 11',IS Met the l*CCjLl1l'Vll1ellte Of 2')4-�0/. CADS. and Ail-Qualitycontrol C0111111il,,S4111 RCULdIntion No. 8, Part 13, and Is herebv certified [1v the state ofColorado in the 1,6110willa, discipline: Iiisl)ectoi-/Maitageiiieiit'Plaiiiiei-* P Issued: 11/13/2007 Lxpircs on: 11/13/2008 AM6nzeu APCD Representat;ve 7 hi,% ce-riijicale is valid on/Y with ih 4, 1jeisv,%,,hm fij'u cio i rent vi.Nion -appro ved train iii ("Mr%4I "Ilr(ijil .1161,11 ist (he X.Svilpling, .\pecifid"I above. -SEAL ACCLAW ENVIRONMENTAL S C R V I C E S I Pal C 14367 Lakeview Lane. Broomfield, Colorado 80020 Tel 303.424.4647 Fax 303.432,8669 CERTIFIES THAT Has successfully completed The EPA -Approved AHERA Annual Refresher Coarse for INSPECTORMMANAGEMENT PLANNER This course is EPA -approved under Section 206 of the Toxic Substances Control Act Course Date: Exam Date: Certificate No Expiration Date (TSCA) and meets the requirements of Colorado Regulation No. 8. 10/24/07 NIA AE07-063-BI/MP-R02 10/24/08 K. Jay Gale, President d' STATE OF COLORADO ASBESTOS CERTIFICAT OM Colorado Department of Public Health and Environment Air Pollution Control Division This certifies that Joshua Price , Certification No: 12156 has met the requirements of 25-7-507, C.R,S. and Air Quality Control Commission Regulation No. 8, Part B; and is hereby certified by the state 6FColorado in the following discipline: Building Inspector* bksued: 6112/2008 Expires on: 6/12/2009 lhwized AIXM'Riwesenl2 i"' * TNT c rat icate Er valid onlr with the puMmion of o cerre"i Uirisron-opprored Wising coarse cerrlpcation in the disclpllae specryled above. GOBBELL BAYS PARTNERS-, INC., 10500 East 54th Avenue, Suite J * Ueui'er, CO 80239 Ph. (303) 574-0082 ❖ Fax (303) 574-0061 C'IIt'I'1.�'1L•'S '1:HA.1. J:OSHUA PRICE Has successfully completed The 24 hour EPA -APPROVED ARERA ASBESTOS COURSE for Building Inspector and has passed the required examination in that discipline. This course is EPA -approved under Section 206 ofthe Toxic Substances Control Act ("I :SCA) and meets the requirements of Colorado Regulation No. 8. Gobbell Hays partners, Inc. Purchased MCA Environmental, Inc. and course -approval can be found in the, EPA -directory under MCA Environmental. Inc. listed as training provider r911. Course Date: 6)9/08-6!11108 Exam Late: 6/11,08 C'crtiticate'No.. 6108RTCr1 1P8 )expiration Date: 6111'U�) Pctcr D. Cappel STATE OF COLORADO ASBESTOS CERTIFIC7 ATION*` _ I • Colorado Department of�Public°Health . ` ? -ari7. d Environment; Air Pollution .Control Division • `, This_ certifids that ` t - Mattflie ,- wY;T: -Zo tali er canon No: 15932 ,has met the;requirementk of 25-7-507, C.R.S. and'AirQuality Control Y ' ti -. -r Commission Regulation No: 8;:Part=B;r9nd is„liereby certified by the t state of Colorado, in the following discipline: Inspector/Managemerit Plaitner*-°'' Issued: 1/5/2010 - ; Expires on: 1/5/2011 - I Au orized APCD Representauve i * This certificate is valid only with the possession of a current Division -approved training course certification in the discipline specified above, 0 rl I K4rf Cc" cat-r6a 1fo: 1399' A T" 7C met thkrequu entiW25' i 4 - C. C omnAssioh.Re�gnla�tion n*e df,r.nlqTdo in the fail N g she -pt 0' 4a Issued: 10/2 Expires on: 10/21/2010 AL Inspection for Asbestos - Containing Materials and Screening for Lead -Based Paint City Hall East 300 LaPorte Avenue Fort Collins, Colorado 80521 WALSH Project Number: 7345-010 July 14, 2008 Environmental Scientists and Engineers, LLC INSPECTION FOR ASBESTOS -CONTAINING MATERIALS AND SCREENING FOR LEAD -BASED PAINT City Hall East 300 LaPorte Avenue Fort Collins, Colorado 80521 July 14, 2008 Prepared for: Ms. Helen Matson City of Fort Collins Real Estate Services Department 117 North Mason P.O. Box 580 Fort Collins, Colorado 80522-0580 Prepared by: Michael Castell, Environmental Scientist AHERA Accredited and State of Colorado Certified Building Inspector Reviewed by: Troy Sanders, P.G., C.H.M.M., District Manager AHERA Accredited and State of Colorado Certified Building Inspector Submitted by WALSH ENVIRONMENTAL SCIENTISTS AND ENGINEERS, LLC 2629 Redwing Road, Suite 280 Fort Collins, Colorado 80526 (970) 223-5655 WALSH Project Number: 7345-0I0 No Text ��a1s11 Environmental Scientists and Engineers, LLC TABLE OF CONTENTS INTRODUCTION...........................................................................................................................1 1.1 Background.....................................................................................................................................1 1.2 , Regulatory Compliance - EPA, NESHAP, OSHA, and State Programs....................................1 2 ASBESTOS INSPECTION METHODOLOGY/PURPOSE AND SCOPE OF WORK .......... 2 2.1 Asbestos Inspection Methodology..................................................................................................2 2.2 Homogeneous Material Identification...........................................................................................3 2.3 Homogeneous Material Types........................................................................................................3 2.4 Sampling Strategy...........................................................................................................................4 2.5 Asbestos Sample Chain of Custody...............................................................................................5 2.6 Laboratory Analysis for Asbestos.................................................................................................5 3 LBP SCREENING METHODOLOGY/PURPOSE AND SCOPE OF WORK........................5 4 ASBESTOS INSPECTION FINDINGS........................................................................................5 5 LBP SCREENING FINDINGS......................................................................................................8 6 RECOMMENDATIONS................................................................................................................8 7 LIMITATIONS LIST OF TABLES .................................... 9 Table1 Bulk Sampling Strategy..................................................................................................................4 Table 2 Confirmed ACMs Present at City Hall East.................................................................................6 Table 3 Assumed ACMs Present at City Hall East....................................................................................7 Table 4 Trace Materials Present at the City Hall East..............................................................................8 Table5 LBP Present at City Hall East........................................................................................................8 LIST OF APPENDICES APPENDIX A . CONSULTANT CREDENTIALS APPENDIX B HOMOGENEOUS MATERIAL REVIEW/BULK SAMPLING APPENDIX C ACM LOCATIONS APPENDIX D LEAD -BASED PAINT SCREENING SUMMARY cAdocuments and settings\mcastelhdesktop\city hall east\7345-010 city hall cast asb-pb rpt.dm.07.14.08 '&EWE 11 Environmental Scientists and Engineers, LLC EXECUTIVE SUMMARY This report provides an overview of the inspection and screening activities of the City Hall East building (the Site) located at 300 LaPorte Avenue in Fort Collins, Colorado. Walsh Environmental Scientists and Engineers, LLC (WALSH) was contracted by the City of Fort Collins to conduct an inspection for asbestos -containing materials (ACMs) and screening for lead -based paint (LBP). WALSH performed the inspection and screening from June 13 through June 18, 2008. WALSH performed the inspection and screening subject to federal, state, and local requirements. The data gathered from the visual inspection, collection of bulk samples of accessible building materials, and the interpretation of analytical results is intended to provide information that meets federal, state, and local requirements for identifying the presence of ACMs and LBP. A material is considered ACM if the asbestos content is greater than one percent. The inspection and lab analysis identified twenty (20) building materials that contain greater than one percent asbestos. Eight (8) materials were assumed to contain asbestos. The ACMs found to be present at the Site were generally observed to be in good condition. However, PF02 - white fibrous hand packed mudded fitting in Room 226 and FTC06 - 12"x12" olive green floor tile in Room 119 are damaged and it is recommended that they be repaired or removed by appropriate trained personnel. In addition, it is recommended that HSO1- silver faced paper heat shield be removed due to its high asbestos content and moderate potential for disturbance. Current EPA and State of Colorado regulations require the removal of CA04 — Dark yellow carpet adhesive, CBO1 — Cement board associated with fume hoods, FDMO1 — fire door material, HSO1 — Silver faced paper heat shield, LCTO1 — Black lab counter top, and MA04 — Black hard adhesive associated with old ceiling, prior to renovation or demolition. The materials assumed to contain asbestos should be sampled prior to any disturbance to determine actual asbestos content. The remainder of the ACMs may require removal prior to initiating demolition/renovation activities that will impact these materials, depending on the type of disturbance. If it is determined that these materials will not be impacted during renovation and they are not abated, WALSH recommends that the owner retain a qualified environmental consulting firm to draft an Operations and Maintenance (O&M) Program for the asbestos containing material present at the Site. Implementation and strict adherence to an O&M Program can effectively limit the potential exposure of building occupants to airborne asbestos. The United States Department of Housing and Urban Development (HUD) defines LBP as paint having a lead content of greater than or equal to 1.0 milligrams per square centimeter (mg/cm2) using X-ray Fluorescence (XRF) analysis. XRF screening results identified one component which contained lead above the HUD action level of 1.0 mg/cm2. The vault door in the basement is painted with LBP. cAdocuments and settings\mcastell\desktop\city hall cast\7345-010 city hall east asb-pb rpt.doc.07.14.08 11 �W41, l Environmental Scientists and Engineers, LLC INSPECTION FOR ASBESTOS -CONTAINING MATERIALS AND SCREENING FOR LEAD -BASED PAINT CITY HALL EAST 300 LAPORTE AVENUE FORT COLLINS, COLORADO 1 INTRODUCTION 1.1 Background This report provides an overview of the inspection and screening activities of the City Hall East building (the Site) located at 300 LaPorte Avenue in Fort Collins, Colorado. Walsh Environmental Scientists and Engineers, LLC (WALSH) was contracted by the City of Fort Collins to conduct an inspection for asbestos -containing materials (ACMs) and screening for lead -based paint (LBP). WALSH performed the inspection and screening from June 13 through June 18, 2008. The data gathered from the visual inspection of the structure, collection of bulk samples of accessible suspect building materials, and the interpretation of analytical results is intended to provide information that meets federal, state, and local regulatory requirements for the presence of ACMs. The sampling and inspection process was conducted in accordance with the following standards: • Asbestos Hazard Emergency Response Act (AHERA) - 40 CFR 763 Subpart E 763.80 to 763.99 • Colorado Department of Public Health and Environment (CDPHE) Regulation No. 8 • United States Environmental Protection Agency (EPA) National Emission Standards for Hazardous Air Pollutants (NESHAP) — 40 CFR 61 Part M • Occupational Safety and Health Administration (OSHA) asbestos regulations - 29 CFR 1926 Parts 58 and 1101, and 29 CFR 1910 Parts 134 and 1001 1.2 Regulatory Compliance - EPA, NESHAP, OSHA, and State Programs ACMs identified in this report is subject to the EPA NESHAP Regulations for Asbestos (40 CFR 61 Part M) and the CDPHE Regulation No. 8 (Reg. 8) "The Control of Hazardous Air Pollutants." CDPHE is responsible for administering the EPA NESHAP program in Colorado. ACMs are also subject to OSHA Standards for Asbestos (29 CFR 1926 Parts 58 and 1101, and 29 CFR 1910 Parts 134 and 1001). Materials containing one percent or less asbestos may be subject to OSHA regulations if air concentrations sampled during demolition/renovation activities are at or above the personal exposure limit (PEL) of 0.10 fibers per cubic centimeter (f/cc) or the excursion limit of 1.0 f/cc. cadocuments and settingAincasteWdesktoptity hall cast\7345-010 city hall cast asb-pb rpt.doc.07,14.08 WaWt Environmental Scientists and Engineers, LLC Revised OSHA regulations for General Industry (29 CFR 1910 Part 1001) and the Construction Industry (29 CFR 1926 Part 1101) include the following provisions for communication of hazards to building owner employees (or by the subcontractor to subcontractor employees): • Employer must inform housekeeping/maintenance employees and subcontractors (plumbers, electricians, roofers, HVAC technicians, etc.) whether building components they maintain may expose them to asbestos • Building owner shall maintain records concerning the presence, location, and quantity of ACMs in the building for the duration of ownership or occupancy, and records shall be transferred to successive owners • Where a building owner or employer identifies ACMs, labels or signs shall be affixed or posted so employees will be notified of what materials contain asbestos. These signs or labels shall be placed on materials or in areas where they will be noticed by employees who are likely to be exposed such as entrances to mechanical rooms, pipe chases, or electrical cabinets that embody ACMs OSHA regulates worker exposure to lead under regulations promulgated at 29 CFR 1926.62. This standard applies to all construction work where employees may be exposed to lead, including renovation and remodeling activities. 2 ASBESTOS INSPECTION METHODOLOGY/PURPOSE AND SCOPE OF WORK The inspection of building materials was performed in accordance with EPA, AHERA, and other regulatory and applicable industry standards, including NESHAP, OSHA regulations, as well as CDPHE asbestos regulations. Asbestos inspection activities were performed by AHERA and State of Colorado accredited personnel. Consultant certifications are included in Appendix A. 2.1 Asbestos Inspection Methodology The scope of the asbestos inspection was to identify ACM and included the following steps: • Review of site drawings and records (if available) • Review of previous asbestos inspection reports (if available) • Visual inspections of all accessible areas of the building to identify suspect materials • Determination of friability by touching all accessible suspect material • Development of a sampling plan for each material based on the homogeneous material type, friability, accessibility, and location. Homogeneous and non - homogeneous material samples were submitted for laboratory analysis by Polarized Light Microscopy (PLM), select confirmation analyses are performed by Point Count Methods cAdocuments and settings\mcastell\desktop\city hall cast\7345-010 city hall east asb-pb rpt.dcc.07.14.08 2 �WE" Environmental Scientists and Engineers, LLC Homogeneous Areas The following building systems were inspected to identify suspected homogeneous materials: • Ceiling Systems • Electrical Systems • Flooring Systems • Structural Systems • Thermal/Mechanical Systems • Wall/Partition Systems • Miscellaneous Systems A homogeneous area (material) is defined as an area containing a material that appears similar throughout with regard to color, texture, and date of application. Homogeneous materials that were inspected, but not suspected to contain asbestos, are not included in this report. Such materials include concrete, carpet, fiberglass, wood, and rubber or plastic products. 2.2 Homogeneous Material Identification Each type of suspect homogeneous material was assigned an alpha numeric code which consisted of an alpha material code, followed by a number to identify the different varieties of that suspect building material. Material size, thickness, substrate, friability, location, and approximate quantity were recorded. 2.3 Homogeneous Material Types The homogeneous material was classified into one of following three types of homogeneous material descriptions: • Surfacing Material refers to a wide range of trowel or spray -applied materials typically used for acoustical or fireproofing purposes. Examples include spray - applied fireproofing and acoustical texture ceilings • Thermal System Insulation (TSI) refers to insulation that is applied to heating or mechanical system components. Examples include pipe, tank, and boiler insulation • Miscellaneous Materials refers to all other materials that do not fall into one of the previously mentioned categories. Examples include floor tile, adhesives, and ceiling tiles Once the type of homogeneous material was determined it was then classified as friable or non -friable. The EPA distinguishes between friable and non -friable forms of ACM. Friable materials, when dry, can be crumbled or reduced to powder by hand pressure, whereas non -friable materials cannot. Friable materials are more likely to release particulate dust into the air, especially during renovation and demolition of the building. cAdocuments and settings\mcastell\desktop\city hall east\7345-010 city hall east asb-pb rpt.doc.07.14.08 3 �WaWt Environmental Scientists and Engineers, LLC Therefore, the distinction between friable and non -friable homogeneous material is important. The EPA has identified two categories of non -friable ACM. EPA define Category I non - friable ACM as packings, gaskets, resilient floor covering, and asphalt roofing products containing more than one percent asbestos that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Whereas Category 11 non -friable ACM are any material, excluding Category I materials, containing more than one percent asbestos that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. EPA NESHAP regulations require removal of all friable ACM and all non - friable ACM that would become friable during demolition/renovation activities. Many non -friable ACMs may remain in place during demolition/renovation provided demolition/renovation methods do not render the material friable and the workers are adequately protected. 2.4 Sampling Strategy The bulk sampling strategy used to determine the appropriate number of samples to be collected of each suspect material is summarized on Table 1. Table 1 Bulk Sampling Strategy H061 geneous Minimum Num1616Kr Mafe�ialN, Units ►rea Sam les to be Collected Less than 1000 SF 3 Friable Surfacing 1000 to 5000 SF 5 more than 5000 SF 7 Thermal System Insulation _ _ _ LF/SF/ 3 1 EA Miscellaneous Materials - - - I EA LF / SF Inspector's Discretion LF = Linear Feet; SF = Square Feet; EA = Each WALSH collected bulk samples of suspect materials in a random and representative manner, as determined by the inspector. Samples were collected by obtaining a sample that included all layers within the suspect material. Each sample was collected using hand tools such as a razor knife, screwdriver or pliers, and immediately placed within a sealed sampling container and labeled with a unique identification number. Each suspect material was identified and catalogued on field sampling worksheets, the primary working document. Upon completion of collection of samples, the numerical identification information was transcribed to a chain -of -custody document to accompany samples during transport to the laboratory. cAdocuments and settings\mcastell\desktop\city hall east\7345-010 city hall cast asb-pb rpt.doc.07.14.08 Maw.-" Environmental Scientists and Engineers, LLC 2.5 Asbestos Sample Chain of Custody At the time of collection, samples were labeled with an appropriate and unique number. This number (along with other information such as sample location, color, texture, and condition) was recorded on Asbestos — Homogeneous Material Sampling forms. The samples were shipped along with a completed chain -of -custody form to the laboratory. Upon receipt, the laboratory arranged the samples in numerical order. If a discrepancy between the number of samples and the chain -of -custody form existed, it was noted and initialed on the form. Laboratory personnel signed the chain of custody form to acknowledge receipt. The laboratory included the signed original copy of the chain -of -custody form with the final analytical report for evidentiary purposes. Further, the laboratory assigned a unique laboratory identification number to each sample received. The laboratory labeled both the analytical report and the sample container with this laboratory number for cross-reference purposes. 2.6 Laboratory Analysis for Asbestos The bulk samples were submitted for analysis to Reservoirs Environmental, Inc. an accredited laboratory by EPA's National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of the bulk samples was performed using PLM to determine asbestos type and content. The PLM analyses results are reported as percent asbestos by weight and by calibrated visual area estimation. Percent asbestos for separate layers and total for the sample are delineated in the laboratory report. Unused portions of samples are archived for six months unless the client requests special handling. Copies of the laboratory results and chain -of -custody documentation for the bulk asbestos samples are included in Appendix B. 3 LBP SCREENING METHODOLOGY/PURPOSE AND SCOPE OF WORK The United States Department of Housing and Urban Development (HUD) defines LBP as paint having a lead content of greater than or equal to 1.0 milligrams per square centimeter (mg/cm2) using X-ray Fluorescence (XRF) analysis. WALSH performed the LBP screening on June 13, 2008. Select interior and exterior typical painted components were evaluated for the presence of LBP. 4 ASBESTOS INSPECTION FINDINGS Two hundred fifty eight (259) samples were collected from eighty three (83) suspect building materials. Samples were submitted to the accredited laboratory for PLM analysis. A total of two hundred fifty six (257) samples were analyzed by PLM analysis. Four (4) homogenous materials (a total of four (4) samples) that were analyzed by PLM methods required further analysis utilizing the confirmatory point count analytical techniques. The EPA and OSHA define ACM as material containing more than one cAdocuments and settings\mcas.ell\desktop\city hall cast\7345-010 city hall cast asb-pb rpt.doc.07.14.08 5 Environmental Scientists and Engineers, LLC percent asbestos or a material that is assumed to contain asbestos. Twenty (20) suspect building materials were found to contain greater than one percent asbestos. The following table summarizes information regarding the confirmed ACMs found as a result of the inspection. Table 2 Confirmed ACMs Present at City Hall East Matenal Code ani! Material Type Friability Percentage ani!'T�ype Desc�ri tion of Asbestos CA04 — Dark yellow Miscellaneous Category II 2% Chrysotile carpet adhesive Non -friable CA06 — Red carpet Miscellaneous Category 11 3% Chrysotile adhesive Non -friable CK01 —Yellow Miscellaneous Category II 10% Chrysotile caulking associated Non -friable with penetrations CK02 — Black caulking Miscellaneous Category II 8% Chrysotile associated with Non -friable penetrations CK05 — White Miscellaneous Category 11 15% Chrysotile malleable caulking Non -friable associated with entry doors FTC01 — 12"x12" white Miscellaneous Category 1 3% Chrysotile (tile) floor tile with gray Non -friable mottling FTC05—12"x12" pink Miscellaneous Category 1 4% Chrysotile (tile) floor tile Non -friable Trace Chrysotile mastic FTC06 — 12"x12" olive Miscellaneous Category 1 10% Chrysotile (tile) green floor tile Non -friable 10% Chrysotile mastic FTC07 — 9"x9" white Miscellaneous Category 1 3% Chrysotile (tile) floor tile with grey Non -friable spots FTC08 — 9"x9" light Miscellaneous Category 1 12% Chrysotile (tile) olive floor tile with red Non -friable stripes FTC10 — Beige floor Miscellaneous Category 1 12% Chrysotile (tile) the with red and black Non -friable streaks FTC11 — Red floor the Miscellaneous Category 1 8% Chrysotile (tile) with bei a streaks Non -friable FTC13 — 9"x9" light Miscellaneous Category 1 4% Chrysotile (tile) brown floor tile with Non -friable brown and white streaks HS01 —Silver faced Miscellaneous Friable 80% Chrysotile paper heat shield MA04 — Black hard Miscellaneous Category 11 5% Chrysotile adhesive associated Non -friable with old ceiling c1documents and settings\mcastell\desktop4ity hall cast\7345-010 city hall east asb-pb rpt.doc.07.14.08 Ma W�1 Environmental Scientists and Engineers, LLC -- x„. MMatenal Code and - � — w a Matenal�Type, l tf'— ram— -- Friability :..� ,� Percentage and'Type _es D __crli tion of Asbestos MS03 — Black sealant Surfacing Category II 10% Chrysotile associated with Non -friable previously exterior wall PF02 — White fibrous Thermal System Friable 7% Chrysotile hand packed mudded Insulation 5% Amosite fitting PS01 —White pipe Miscellaneous Category II 4% Chrysotile sealant associated with Non -friable fiberglass insulation WC01- Grey window Miscellaneous Category II 10% Chrysotile caulking associated Non -friable with main entry windows Due to limited destructive techniques utilized during the inspection, eight (8) suspect building materials were assumed to contain asbestos. The following table summarizes information regarding the assumed ACMs as a result of the inspection. Table 3 Assumed ACMs Present at City Hall East Material�C do a and Descri tion Material T . e FriabM CB01 — Cement board associated with fume hoods Miscellaneous Category II Non - friable FDM01 —fire door material Miscellaneous Friable LCT01 — Black lab counter top Miscellaneous Category II Non - friable MA02 — Adhesive associated with beige ceramic wall tiles Miscellaneous Category II Non - friable MA08 — Mirror adhesive Miscellaneous Category II Non - friable MA09 — Adhesive associated with marble wall panels Miscellaneous Category II Non - friable RC01 — Roof coating Miscellaneous 1 Category I Non friable RSL01 — Roof sealant Miscellaneous I Category I Non -friable *The friability of each material is assumed Appendix C of this report contains the technical information concerning confirmed and assumed ACMs. Appendix C also includes figures with locations of confirmed and assumed ACMs. The inspection of the building revealed the presence of three (3) materials found to contain a trace (less than or equal to one percent) amount of asbestos. The following table summarizes the building materials found to contain a trace amount of asbestos as result of the building inspection: cAdocuments and settings\mcastcMdesktop\city hall cast\7345-010 city hall cast asb-pb rpt.doc.07.14.08 7 -Walsh Environmental Scientists and Engineers, LLC Table 4 Trace Materials Present at the City Hall East Material Code and Description Location Percentage and Ti , e of,Asbesto_s CA03 — Dark brown carpet Rooms 201-208, 213-216, 220-224, < 0.25% chrysotile adhesive 228-231, and 233 FTCO2 — 12"x12" white, grey, 126, 127, 134, 140, 141, 141 a, 308, < 0.25% chrysotile and brown mottled floor tile with and 315a brown mastic mastic only) MA05 — dark yellow adhesive 227-229 < 0.25% chrysotile associated with CDW02 These materials are currently not regulated by the EPA or the State of Colorado. However, if applicable, personnel should be made aware of the presence of these materials prior to initiating demolition or renovation activities to comply with all current OSHA regulations. 5 LBP SCREENING FINDINGS XRF screening results identified one component which contained lead above the HUD action level of 1.0 mg/cm2. The following table summarizes the LBP identified at the building: Table 5 LBP Present at City Hall East Lead' Component Type Location Visible ColorK-3:5-cepirflation m cm2 Vault door Room 100 Black and qold 2.03 — 6.61 Appendix D of this report contains the technical information concerning the LBP screening. 6 RECOMMENDATIONS The ACMs found to be present at the Site were generally observed to be in good condition. However, PF02 - white fibrous hand packed mudded fitting in Room 226 and FTC06 - 12"x12" olive green floor tile in Room 119 are damaged and it is recommended that they be repaired or removed by appropriate trained personnel. In addition, it is recommended that HSO1- silver faced paper heat shield be removed due to its high asbestos content and moderate potential for disturbance. Current EPA and State of Colorado regulations require the removal of CA04 — Dark yellow carpet adhesive, CBO1 — Cement board associated with fume hoods, FDMO1 — fire door material, HSOI — Silver faced paper heat shield, LCTO1 — Black lab counter top, and MA04 — Black hard adhesive associated with old ceiling, prior to renovation or demolition. The materials assumed to contain asbestos should be sampled prior to any disturbance to determine cAdocuments and scnings\mcastcll\desktop\city hall east\7345-010 city hall east asb-pb rpt.doe.07.14.08 8 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 101896-0 TDH Licensed Laboratory # 30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number. Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 194819-1 City of Fort Collins (Wood Street) None Given Museum Boiler - Interior Caulking July 8, 2010 PLM, Short Report 3-5 Day July 16, 2010 Page 2of2 Client Sample ID Number A Sub s estos ontents on Asbestos on Fibrous - Number Y Physical Part Fibrous Component E Description (%) Mineral visual Components (%) R I Estimate (% F-001 EM 598203 A Gray fibrous insulation 100 ND 95 5 C-001 EM 598204 A Gray fibrous glazing 100 Chrysotile 12 4 84 C-002 EM 598205 A White/gray fibrous resinous material 100 Chrysotile 10 0 90 C-003 EM 598206 A Gray fibrous glaze 100 Chrysotile 12 0 88 ND -None Detected TR—Trace, <I% Visual Estimate Trem-Act=Tremolite-Actinolite Note: Further analysis by TEM is recommended for organically bound material (i.e. poor tile) if PLM results are<I°/> Data QA Wa1s1i Environmental Scientists and Engineers, LLC actual asbestos content. The remainder of the ACMs may require removal prior to initiating renovation activities that will impact these materials depending on the type of disturbance. If it is determined that these materials will not be impacted during a renovation and they are not abated, WALSH recommends that the owner retain a qualified environmental consulting firm to draft an Operations and Maintenance (O&M) Program for the asbestos containing material present at the Site. Implementation and strict adherence to an O&M program can effectively limit the potential exposure of building occupants to airborne asbestos. If applicable, the renovation contractor/personnel should be made aware of the presence and location of the materials contain a trace amount of asbestos and comply with all current OSHA regulations for employee exposure to asbestos. In addition, the renovation contractor/personnel should be made aware of the presence and location of lead - containing materials and comply with all current OSHA regulations for employee exposure to lead, as well as waste disposal requirements. 7 LIMITATIONS WALSH performed these services in a manner consistent with the level of care and expertise exercised by members of the asbestos inspection and LBP assessment profession. WALSH does not imply or guarantee that every potential asbestos - containing material or LBP on or in the structure has been identified or sampled because the inspection was limited in scope. Historically, asbestos has been added as a component to over 3,000 materials and products produced in the United States. In addition, LBP was used for many years as a key ingredient in commercially available paints and coatings. The inspection was intended to identify those accessible materials that were reasonably suspect and that were most likely to contain asbestos/LBP in quantities subject to regulation, based on existing industry and regulatory standards. Often materials cannot be assessed (sampled) due to physical constraints encountered (locked rooms, enclosed areas, etc.). The areas that were inaccessible at this location are listed below. • Inaccessible areas (i.e. under foundation, inside wall cavities, behind paneling, beneath ceramic tiles and high pressure decorative laminate, etc.) • Inside sealed containers (i.e. drums, tanks, ductwork, etc.) Drawings and diagrams included in this report are proportional and scales are approximate. Material quantities for confirmed ACMs are approximate. cAdocuments and settings\mcastell\desktop\city hall cast\7345-010 city hall east asb-pb rpt.doc.07.14.08 9 .&Malsh Environmental Scientists and Engineers, LLC APPENDIX A CONSULTANT CREDENTIALS c:\dmuments and settings\nsastell\desktop\city hall east\7345-010 city hall cast asb-pb tpt.doc.07.14.08 STATE OF COLORADO ASBESTOS CONSULTING FIRM Colorado, Department of Public Health and Environment Air. Pollution Control Division This certifies that Walsh Environmental Scientists & Engineers Registration No. ACF - 494 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality Control Commission Regulation No. 8, Part. B, and is hereby authorized to perform asbestos consulting activities. as required under Regulation No 8, Part B-, in the state of Colorado. Issued: January 30, 2008 Expires: January 30, 2009 _ f - Authorized APCD R presentative SEAL sl'y t4itt#d;dtt/i... r aµ.4+�tlir#fl.r. t.iG M.�y a�T ,`. ,. i�lty6#.•�Y 1tf=r .tcrF'iF\Lk#y11 �#1#Y.. �, r, w i Fy\i�OyY:ty #� `. •� i F t'Trif'S ,t\ } dJ�/�\\t,! //%/ r/y \�V .. {_+� %�i�/j'.��d�� \\Sl Yf 1 C tr !rit A� ta! ! �,p ltr�1( �(� ��it }r r t y f 1G' i#k�kt •i' :G Yr; lu= r',f Yf r{���,;:� ` t. `,�,Y.i'fi.,•,. � '�."�`'� �,i / r •'tya.r ♦�j'r 4<•�4}• e•.�!q't /}�.t��i, . �1f *11i{`el i�rr •i�1Y/i 46 it¢t�i.. ,rat q i4i+l ��b�.,"i+'t''�ta t+e}F a..•. .tA4#t.11t//. •!_��: � y�{Fi#t•1 dd r `1 4 Ip td.ddr rrr ,rq S'ilY.d i..1 Itd tr �.t�.. it { F4tt'—.'O.:' i �. •. A iFFl19 y, d#t �/!...t\{F4+If� /14 Ili!rfi t �V �1 y514ti 1,f1 r f ��i Via. 1t Y1� � v!/ rH,. t .ta '/%;tA t i e 'I �iL4j,, ftl ,.+, ,l ,`,rr s��4t- VI,+ t d r•�I�i�r\ <, �G. tt+, r � v 11.t.+n+n. r..�.•�� r ' .F. f Y•1/S.JR. :'•.,r• ,t-nr i ,y S i � t z, COLORADOSTATE OF k ASBESTOS CERTIFICATIONx f t Colorado Department of Public Health and Environment { � ' Air Pollution Control Division This certi fees that Michael Phillip Castell Certification No: 4210 \ wpd % F // ter{ � \l :' `Y)'r3 d FE•! has islet the requirements of 25-7-507, C.R.S. and Air Quality Control ' ` Commission[ZeE;Lllatl011 No. $, Part B, and is hereby certified by the a ifs: state of Colorado in the following discipline: ♦y MMM111 M+y Inspector/Management Planner* 1t , Issued: 1/13l2007 :yam - �:.,. ` _ ..� t` :•••:ppp��� '.jj r :• �' Expires on: 11/13/2008 , At�t�torized APCD Representative +'•' This certificate is valid only with the pussession of a currelit Division -approved training course certification in the discipline spccifred above. 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E t 11 ri 1 �htLl'.u.�t.Lyf i-tltaf7t1 key r� ..it!!L.)�i+?l�j tltrty}..Sf. /�SY�.i1� .$tL • v �•� { � .• - r ' ;�+iUl%. r"Y: t,.iuY�tlCttlVtr�iL.1.3i.t.S=1.tY.�� i'r ♦ A\ :/J k '/ r����L .. ir�P, lA\ •. % !/rto ./i/Irr tSt �rrf y��r••S� r/fir\ T //iYt� , \ •�•i`�vrJi�rJ ��`;� Pr rdJ y` �r 'Y r/J i ♦ gy;'r/rJ <, )1iA��ir�J. ,+ ,,• ��t4 r�rY....�r�r \�{ ri%rrr r. �i��y'/Jr � � \ii�\�Ii r i t r�, iYv A�iiKi;,'r' � .. v;�riiV = rM.W •r �v,; A4i4�Yr ,ey ,r, ttii k� r ..i +t. . �111 WY �. `, s': — rli\Vr: r' ;�, �ii,}., ,ri1VY,r ,.,it,t,�,.iy �, .A <�J i'i �til t•t �i ..•'i't Yt tY 1t. \ t lit# 1:i :.\ f.,r !'t#t, Yt r. l\ \ .'/ y#t. v �,Vv �,•Jitld t 1 -{i A�• �rfi /. t dt :.'•s a• ��'t". �A�. - i/1#YI (' 1v1v. ll•'lj.'�'d Yt H!-}\\ .�\•%�ir,t# Hft �11i\``y., /r / i/ \1 \ viz�°,r•rt T#f'I +t 1{ t t'.+ 'Tfyl l+iti{l bi \ j!I if �d7t,et\,y ?\ S /) ifi ilr#H. ,4i .�e zrrf #tt#/t.. ,. + { /*}t\tt''`�'"v!!�/ft#41iFf{{\�\`.'.f..J/#Tr#1 �y#t HStillr\;: :rdelr###yr•i1/{{FiYr `• �eile�e�f fri+#NtF\i\r. oJ/#tp/i i11V+t{ii:' �T1/itfflt1111{{tii". .d�#4Rdr.Hi1#\�Li� .Tt�r!t#ff �#1f�ItA1�. tyd+'d#t#i'+p,>. � S��Y i}Ihltik'F �. eI/epi idd t#1}1t�iij;!' •rl°e°#j#Iy+tt109y R�r •�/A#d+dot#a4et 1,1ai'�• tJrr«#aft t�l�lyr�t ': p*�i d#4#1#oe41t#�. '!;rat#.y#4`4#�1{I:• �:e �+tliit `4. 1. `tyn/¢q rlpil4roi R. .a./'ff;t t6`s.. : t410y °e°dOtt9lc�. +_1dt tii q r t� 4 t. :�tiltti/i` r.. Etta 1�° d9rtt9�ir •: � 6t9t dttt9t 'd:t�pd�.Y• ;{ .'�w�tsca;:• { .�,yrFets;.//�^� �.e�et� ° ,//�.i.'•a+.!.°d�• fj` .?.. i,��_ ' : ;.. i;�;\ s,. �.� �.,d.i ��:� ` ..e«° 1J\ ACCLAIM ENVIRONMENTAL 14367 Lakeview Lane, Broomfield, Colorado 80020 Tel: 303.424.4647 Fax: 303.432.8669 CERTIFIES THAT MICHAEL P. CASTELL Has successfully completed The EPA -Approved AHERA Annual Refresher Course for INSPECTOR/MANAGEMENT PLANNER This course is EPA -approved under Section 206 of the Toxic Substances Control Act (TSCA) and meets the requirements of Colorado Regulation No. 8. Course Date: 10/24/07 Exam Date: N/A /.- Certificate No.: AE07-063-BI/MP-R02 Z� Expiration Date: 10/24/08 K. Jay Gafe, Pre dc nt ,'.STATE OF COLORADOI MUSIT, 0s, CTLATIFCA'-1 ON - t to'lorado 'Degg-tmi- qnt,.ot'P-t!b'iic Health an4-E-nNil'r.oiAm- efif Aik`P6llu-ti'6tv,C&t!fto- I Dh,.Ba'oln, TKis'o-e-F.filh � i h&, e.s, t C,- -flt- . aIt . -- M - - " eim. m, 1, l!'56, fias` rid th6;Toq- uitclbedt":cif CR- 8 al id Air /'-Quality ,. ofrol. Bulcin�. Inspector* JEA'ircsfon': 6111/1600 th i-6d -cb., vulid-'emko with a icurraid Lit v-4, (raining zqocr I se 61dabov GOBBELL HAYS PARTNERS,, 1 NCm 4050 . tfiio"s aet-iv- erl; CO,.80231,9 O:East!5 is (.3 -30)'5,74- %' .0 .061, JOSHIJA PRICE .Flas:glece5sfull -yporppleh�-d The 2,4-h,oui--EPA-APPRO-,VIEDA-H.E'RA ASAVSTOS C-OU-,RSEfoi-]Buil�iillsz.l-'n,si).ector c p, in(n d' s' f I -mexaimhad6ft ill-,that.dis.. q4ir This course is 14,'P-Aipp'roved under Control Act., -�c-i'�) (i .and. i.i-wets the.roqqlr,+ meats pf "C.- -I p. o Cra MCA Ehvir otujiental, hw- and -iii't"lie�,E--�PA--dirleetc.)r-y,�in4,et, d 11 *r- 0�41. 'MCA -�,nviroy�nw',jital m Inc. listed ;as provi,m 8xam Date,: Expir"' ate: &WaWi Environmental Scientists and Engineers, LLC APPENDIX B HOMOGENEOUS MATERIAL REVIEW/BULK SAMPLING SECTION SUMMARY This section provides information on the types of suspect homogeneous materials identified in the building and the collection of bulk samples and the subsequent laboratory analysis. Sampling strategy, regulatory compliance, laboratory analysis and QA/QC are described within the Methodology Section. The following subsections provide additional information on bulk sampling and laboratory analysis. Homogenous Material (Area) Sampling/Analytical Summary: provides a report of each suspect homogeneous material that includes sampling and analytical data for each material. Bulk Sample Analysis Results/Chain of Custody Documentation: contains the official laboratory reports that are used to "back-up" reporting of analytical data in other sections of this report and the chain of custody forms that track possession of the samples from the inspector to the laboratory cAdocuments and settings\mcasteIAdesktop\city hall cast\7345-010 city hall cast asb-pb tpt.doc.07.14.08 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Brown Baseboard Adhesive- associated with green, blue, and biege baseboard -hard, brittle MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-BBA01-01 130 E WALL, 5- FROM S 7345010-BBA01-02 113 EAST END OF NORTH WALL 7345010-BBA01-03 126 SE CORNER OF ROOM, 1 FOOT FROM EAST MATERIAL CODE�� BBA01 No image name specified. ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM brown mastic % No Asbestos Detected PLM brown mastic % No Asbestos Detected PLM brown mastic % No Asbestos Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy _Xhi` alsh Page I of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East City ; al'l East MATERIAL DESCRIPTION: Darkyellow Baseboard Adhesive -Pliable associated with Green baseboard - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no I� MATERIAL CODE. _ j BBA02 No image name specified. SAMPLE # ROOM/LOC 'SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-BBA02-01 130 E WALL, 5 FEET FROM SOUTH PLM yellow mastic % No Asbestos Detected PLM brown fibrous / No Asbestos material w/white Detected paint 7345010-BBA02-02 128 N WALL, 6 INCHES WEST OF PLM brown fibrous % No Asbestos DOORWAY material w/ white Detected paint PLM yellow mastic % No Asbestos Detected 7345010-BBA02-03 134 N WALL, 6 INCHES WEST FROM PLM yellow mastic % No Asbestos DOORWAY Detected MATERIAL DESCRIPTION: MATERIAL CODE: 1 BBA03 Yellow Baseboard Adhesive -Pliable associated with Blue baseboard - No image name specified. MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II ACBM Non ACBM Status SAMPLED OR ASSUMED: Sampled COMMENTS: RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-BBA03-01 126 SOUTHEAST CORNER OF ROOM, PLM yellow mastic % No Asbestos 1 FOOT FROM EAST w/wite paint Detected 7345010-BBA03-02 127 NORTH WALL, 1.5 FEET WEST OF PLM yellow mastic / No Asbestos ENTRYWAY Detected 7345010-BBA03-03 134 NORTH WALL, 6 INCHES WEST OF PLM brown/yeliow / No Asbestos DOORWAY mastic Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy —Wc4sh Page 2 of 60 Environmental Scientists and Engineers LLC No Text HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Biege Baseboard Adhesive -Pliable associated with Brown baseboard - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status j MATERIAL CODE: BBA04 No image name specified. SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-BBA04-01 111 SOUTH WALL, 6 INCHES EAST OF PLM brown fibrous % No Asbestos DOORWAY material Detected PLM brown mastic % No Asbestos Detected PLM yellow mastic % No Asbestos Detected 7345010-BBA04-02 112 EAST WALL, 6 INCHES SOUTH PLM white paint % No Asbestos w/brown fibrous Detected material PLM brown/yellow % No Asbestos mastic Detected 7345010-BBA04-03 141 SOUTH WALL, 6 INCHES EAST OF PLM tan/brown mastic % No Asbestos ROOM 112 DOORWAY Detected PLM white mastic % No Asbestos w/white paint Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy -Walsh Environmental Scientists and Engineers LLC Page 3 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins = City Hall East MATERIAL DESCRIPTION: Cream Baseboard Adhesive- associated with Black baseboard - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status FMATERIAL CODE: _ BBA05 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-BBA05-01 230 EAST WALL, FOOT NORTH OF PLM white/brown mastic % No Asbestos DOORWAY Detected 7345010-BBA05-02 227 SOUTHWEST CORNER OF PLM white mastic % No Asbestos RECEPTION DESK Detected 7345010-BBA05-03 227 WEST WALL BETWEEN TWO PLM brown fbrous % No Asbestos WINDOWS material Detected PLM white mastic / No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy d1S11 Page 4 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Off-white Baseboard Adhesive- associated with Grey baseboard - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category 11 SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status j MATERIAL CODE: No image name specified. BBA06 SAMPLE # ROOMAOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-BBA06-01 226 EAST WALL, 6 INCHES SOUTH OF PLM brown fibrous % No Asbestos BATHROOM DOOR material Detected PLM white mastic % No Asbestos Detected 7345010-BBA06-02 225 WEST WALL, 6 INCHES SOUTH OF PLM brown fibrous % No Asbestos DOORWAY material Detected PLM white mastic % No Asbestos Detected 7345010-BBA06-03 226 WEST WALL, 6 INCHES SOUTH OF PLM brown fibrous % No Asbestos DOORWAY material Detected PLM white mastic % No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count-- Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy =wAsh Page 5 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall"East MATERIAL DESCRIPTION: Light tan Baseboard Adhesive- associated with Navy blue baseboard, third floor - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status F_ MATERIAL CODE: BBA07 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-SBA07-01 325 EAST WALL, NORTH OF DOOR PLM white plaster % No Asbestos Detected PLM white mastic % No Asbestos Detected 7345010-BBA07-02 321 NORTH WALL, WEST OF DOOR PLM tan mastic % No Asbestos Detected 7345010-BBA07-03 311 SOUTH WALL, WEST OF CLOSET PLM tan mastic % No Asbestos DOOR Detected METHOD: NA A= Not Analyzed— Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy kiwi" Page 6 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Boiler Flue Insulation -Fibrous associated with Boiler - MATERIAL TYPE: Thermal System Insulation FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status MATERIAL CODE: No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-BF101-01 139a EAST SIDE OF FLUE, 6 INCHES PLM white resinous % No Asbestos NORTH OF BOILER material Detected PLM white plaster / No Asbestos Detected 7345010-BF101-02. 139a SOUTH SIDE OF FLUE, 4 FEET PLM white resinous % No Asbestos FROM BOILER material Detected PLM gray fibrous plaster / No Asbestos Detected PLM white plaster % No Asbestos Detected 7345010-BF101-03 139a BOTTOM OF FLUE, 1 FOOT FROM PLM white resinous % No Asbestos WALL material Detected PLM white plaster / No Asbestos Detected BF101 METHOD: NAA=Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Coun—Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy =WE" Page 7 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: yellow Carpet Adhesive- associated with green and brown Carpet - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category I SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-CA01-01 112 7345010-CA01-02 130 WEST SIDE ALONG NORTH SIDE OFDOORWAY SOUTHEAST CORNER OF ROOM 7345010-CA01-03 141 b ALONG SOUTH ENTRY WAY I MATERIAL CODE: I No image name specified. ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM brown mastic % No Asbestos Detected PLM brown mastic % No Asbestos Detected PLM brown mastic % No Asbestos Detected MATERIAL DESCRIPTION: Dark yellow Carpet Adhesive -Brittle associated with Brown carpet - Mixed with black floor mastic, extrememly difficult to separate the two MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM Status no SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-CA02-01 125 15 FEET FROM EAST, 10 FROM PLM SOUTH 734501O-CA02-02 125 NORTHEAST CORNER OF ROOM PLM 7345010-CA02-03 125 ALONG NORTH WALL, 5 FEET PLM FROM WEST CA01 MATERIAL CODE: 1 CA02 No image name specified. ANALYTICAL SUMMARY Material / Layer Asbestos % and Type white fibrous % No Asbestos woven material Detected with brown mastic and black tar brown mastic % No Asbestos w/black tar Detected brown mastic % No Asbestos w/black tar Detected METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count= Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy Walsh Environmental Scientists and Engineers LLC Page 8 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Dark Brown Carpet Adhesive -Sticky associated with Carpet, maroon, grey, and black mottled - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status TR-1 % RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 734501O-CA03-01 227 10' FROM'S, 25' FROM W Point Co 7345010-CA03-02 214 CENTER Point Co MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY Material I Layer Asbestos % and Type brown mastic < 0.25 % Chrysotile w/black tar brown mastic < 0.25 % Chrysotile w/black tar 7345010-CA03-03 207 W SIDE OF CENTER COLUMN PLM clear resin % No Asbestos Detected MATERIAL DESCRIPTION: Dark yellow with remnant black hard adhesive Carpet Adhesive -Hard associated with - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM yes Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 734501O-CA04-01 219 T FROM E ALONG N EDGE PLM 7345010-CA04-02 219 T FROM E ALONG N EDGE PLM 7345010-CA04-03 219 CENTER PLM CA03 MATERIAL CODE: CA04 ANALYTICAL SUMMARY Material / layer Asbestos % and Type brown mastic 2 % Chrysotile brown/yellow TR % Chrysotile mastic brown mastic TR % Chrysotile w/black tar METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy AkWal++4 Page 9 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins- City Hall East MATERIAL DESCRIPTION: Yellow Carpet Adhesive -Hard associated with Purple carpet, second floor - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION 7345010-CA05-01 324 24 FEET FROM SOUTH, 20 FEET FROM WEST 7345010-CA05-02 328 4 FEET EAST OF WEST DOOR, 2 FEET SOUTH OF NORTH WALL 7345010-CA05-03 321 6 FEET FROM SOUTH WALL, 16 FEET FROM WEST WALL MATERIAL DESCRIPTION: Red Carpet Adhesive- associated with Blue carpet - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: MATERIAL CODE: No image name specified. ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM brown mastic % No Asbestos Detected PLM orange mastic % No Asbestos Detected PLM brown mastic % No Asbestos Detected ACBM Status ACBM RACM no Status CA05 MATERIAL CODE: CA06 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CA06-01 306 10 FEET FROM SOUTH DOOR, 6 PLM orange mastic 3 % Chrysotile INCHES FROM WEST WALL w/black tar 7345010-CA06-02 312 8 FEET FROM SOUTH DOOR, 2 PLM orange mastic % No Asbestos FEET FROM EAST w/black tar Detected 7345010-CA06-03 318 2 FEET FROM SOUTH WALL, 5 PLM orange/brown % No Asbestos FEET FROM EAST mastic Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy 'ZhWalsh Page 10 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Orange Carpet Adhesive -pliable and sticky associated with carpet in rooms 307, 301, 302, and 303-Second Floor MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-CA07-01 301 2 FEET NORTH OF SOUTH WALL, 2 PLM FEET WEST OF DOORWAY 7345010-CA07-02 302 3 FEET NORTH OF SOUTH WALL, 6 PLM FEET EAST OF ROOM 301 DOORWAY 7345010-CA07-03 307 MIDDLE OF HALLWAY, 8 FEET PLM NORTH OF SOUTH DOORWAY MATERIAL CODE: CA07 No image name specified. ANALYTICAL SUMMARY Material / Layer Asbestos % and Type orange mastic % No Asbestos Detected orange mastic % No Asbestos Detected orange mastic % No Asbestos w/tan paint Detected MATERIAL DESCRIPTION: BRIGHT yellow Carpet Adhesive- associated with Raised floor -BELOW RAISED FLOOR MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: _ CA08 No image name specified. SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 734501 O-CA08-01 304 10 FEET EAST OF WEST PLM green mastic % No Asbestos DOORWAY Detected 7345010-CA08-02 304 ALONG EAST WALL, 18 FEET PLM tan mastic % No Asbestos FROM SOUTH Detected 7345010-CA08-03 304 ALONG WEST WALL, 10 FEET PLM green mastic % No Asbestos SOUTH OF DOORWAY Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy Page I 1 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins -' City Hall East MATERIAL DESCRIPTION: PALE yellow Carpet Adhesive -Sticky associated with RAISED FLOOR - REMNANT MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 734501O-CA09-01 304 8 FEET FROM SOUTH, 8 FEET PLM tan mastic % No Asbestos FROM WEST Detected 7345010-CA09-02 304 6 FEET FROM EAST, 11 FEET PLM tan mastic % No Asbestos FROM SOUTH Detected 7345010-CA09-03 305 4 FEET FROM NORTH, 4 FEET PLM tan mastic % No Asbestos FROM EAST Detected MATERIAL DESCRIPTION: White Cement Board/Panels- associated with Fume Hood - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Assumed COMMENTS: ACBM Status ACBM RACM yes Status CA09 MATERIAL CODE:—] CB01 METHOD: NAA— Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy �Walsh Page 12 of 60 Environmental Scientists and Engineers LLC ,F6rf Collins Bulk Sampling Data Sheet Sample Date: Zb 10 Project Name: Sampled By: ,t z'�-cRrl, Page_ of r R� Comments: HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins City Hall East MATERIAL DESCRIPTION: white Composite Drywall, Tape & A cmpd- associated with basement - chalky drywall MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-CDW01-01 129 NORTHEAST CORNER PLM 7345010-COW 01-02 7345010-CD W 01-03 7345010-C D W 01-04 142 NORTH WALL CREASE 114 NORTHEAST CORNER 137 CEILING, 15 FEET FROM SOUTH DOOR PLM PLM PLM PLM PLM PLM PLM PLM PLM PLM PLM j MATERIAL CODE: CDW01 No image name specified ANALYTICAL SUMMARY Material / Layer Asbestos % and Type white tape % No Asbestos Detected white plaster % No Asbestos w/white paint Detected white/brown % No Asbestos drywall Detected white tape % No Asbestos Detected white plaster % No Asbestos w/white paint Detected white/brown % No Asbestos drywall Detected white tape % No Asbestos Detected white plaster w % No Asbestos white paint Detected white/brown / No Asbestos drywall Detected white tape % No Asbestos Detected white plaster % No Asbestos w/white paint Detected white/brown % No Asbestos drywall Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy =WE " Page 13 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins City Hall. East MATERIAL DESCRIPTION: Pink Composite Drywall, Tape & A cmpd- associated with Second Floor - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status MATERIAL CODE: j CDW02 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-CDW02-01 227 NE CORNER, N WALL, 2' HIGH PLM white tape % No Asbestos Detected PLM white plaster % No Asbestos w/white paint Detected PLM white/brown % No Asbestos drywall Detected 7345010-CDW02-02 227 NE CORNER, N WALL, 2' HIGH PLM white tape % No Asbestos Detected PLM white plaster / No Asbestos w/white paint Detected PLM white/brown % No Asbestos drywall Detected 7345010-CDW02-03 214 SE CORNER, E WALL, 4' HIGH PLM white plaster % No Asbestos w/white paint Detected PLM pink/brown drywall % No Asbestos Detected 7345010-CDW02-04 203 NW CORNER, N WALL, 5' HIGH PLM white tape % No Asbestos Detected PLM white plaster % No Asbestos w/white paint Detected PLM pink/brown drywall / No Asbestos Detected METHOD: NAA= Not Analyzed — Assumed. NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy = { • �-1i l Environmental Scientists and Engineers LLC Page 14 of 60 HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Composite Drywall, Tape S Jt. cmpd- associated with Third floor-3/8 inch drywall MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status Non ACBM RACM no Status F MATERIAL CODE: CDW03 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I layer Asbestos % and Type 7345010-COW03-01 326 SOUTHEAST CORNER, ON EAST PLM white tape % No Asbestos WALL, 5 FEET UP Detected PLM white plaster / No Asbestos w/white and pink Detected plaster PLM white/brown / No Asbestos drywall Detected 7345010-CDW03-02 316 NORTHEAST CORNER, 4 FEET UP PLM white tape % No Asbestos Detected PLM white plaster / No Asbestos w/white paint Detected PLM white/brown % No Asbestos drywall Detected 7345010-CDW03-03 307 WEST WALL, 4 FEET UP, PLM white tape % No Asbestos DIRECTLY NORTH OF DOORWAY Detected PLM white plaster % No Asbestos w/white paint Detected PLM pink/brown drywall % No Asbestos Detected b1ETHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy � W�� Page 15 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins City Hall East MATERIAL DESCRIPTION: yellow Caulking (interior/exterior)- associated with Penthouse electrical conduit - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION Method 7345010-CK01-01 Roof 6 INCHES FROM SOUTH 2 FEET PLM FROM WEST 7345010-CK01-02 Roof 6 INCHES FROM SOUTH 3 FEET PLM FROM WEST 7345010-CK01-03 Roof 61NCHES FROM SOUTH 3.5 FEET PLM FROM WEST }T MATERIAL CODE: ANALYTICAL SUMMARY Material / Layer Asbestos % and Type white caulk 10 % Chrysotile white caulk 10 % Chrysotile white caulk 10 % Chrysotile MATERIAL DESCRIPTION: Black Caulking (interior/exterior)- associated with Penthouse electrical conduit - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM Status ACBM RACM no Status CK01 MATERIAL CODE: CK02 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CK02-01 Roof 6 INCHES FROM SOUTH, 2.5 FEET PLM black caulk 8 % Chrysotile FROM WEST 7345010-CK02-02 Roof WEST WALL EXTERIOR, 1 FOOT PLM blue caulk / No Asbestos FROM SOUTH, 3 FEET HIGH Detected 7345010-CK02-03 Roof SOUTH WALL EXTERIOR, 4 FEET PLM blue caulk w/tan % No Asbestos FROM WEST, 2 FEET HIGH paint Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count- Polarized Light Microscopy- Point Count Method, TEM= Transmission Electron Microscopy a hiwA" Page 16 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Black Caulking (interior/exterior)- associated with Exterior masonry - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status - MATERIAL CODE: No image name specified. CK03 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CK03-01 XN1 NORTH FACE, 10 FEET FROM PLM black caulk % No Asbestos WEST, 5 FEET UP Detected 7345010-CK03-02 XN1 NORTH FACE, 10 FEET FROM PLM gray caulk % No Asbestos WEST, 2 FEET UP Detected 7345010-CK03-03 XN1 NORTH FACE, 20 FEET FROM PLM gray caulk % No Asbestos . WEST, 6 FEET UP Detected MATERIAL DESCRIPTION: Grey Caulking (interior/exterior)-Semi-pliable associated with North face exterior windows - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM no Status MATERIAL CODE: CK04 No image name specified. SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CK04-01 XN1 NORTH FACE, WESTERN FACING PLM gray caulk % No Asbestos WING, GROUND LEVEL WINDOWS Detected 7345010-CK04-02 XN1 NORTH FACE, EAST OF GLASS PLM gray caulk / No Asbestos ENCLOSURE, TOP OF GROUND Detected WINDOWS, 8 FEET EAST OF GLASS ENCLOSURE 7345010-CK04-03 XE1 NORTH FACE, EAST FACING PLM gray caulk % No Asbestos WING, GROUND WINDOWS, 15 Detected FEET FROM NORTH, TOP OF GROUND WINDOWS METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy -Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy A=M" Page 17 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East all East MATERIAL DESCRIPTION: White Caulking (interior/exterior)-Malleable associated with Entry doors - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: ACBM no MATERIAL CODE: CK05 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CK05-01 XE1 WEST SIDE OF ENTRY DOOR AT PLM white caulk 15 % Chrysotile TOP OF WHEELCHAIR RAMP, 1 FEET UP 7345010-CK05-02 XE1 WEST SIDE OF ENTRY DOOR AT PLM white caulk 10 % Chrysotile TOP OF WHEELCHAIR RAMP, 6 FEET UP . 7345010-CK05-03 XE1 EAST SIDE OF ENTRY DOOR AT PLM white caulk 10 % Chrysotile TOP OF WHEELCHAIR RAMP, 4 FEET UP MATERIAL DESCRIPTION: MATERIAL CODE: CiK06 Red Caulking (interior/exterior)-Pliable associated with Entry doors - No image name specified. MATERIAL TYPE: Miscellaneous Material ACBM FRIABILITY: Non -friable Category II Non ACBM Status SAMPLED OR ASSUMED: Sampled COMMENTS: RACM no Status SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-CK06-01 XE1 RED ENTRY DOORS ON EAST PLM red caulk / No Asbestos END, WEST SIDE 4 FEET UP Detected 7345010-CK06-02 XE1 RED ENTRY DOORS ON EAST PLM red caulk % No Asbestos END, EAST SIDE 4 FEET UP Detected 7345010-CK06-03 XE1 RED ENTRY DOORS ON EAST PLM red caulk / No Asbestos END,WEST SIDE 7 FEET UP Detected METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count= Polarized Light Microscopy- Point Count Method, TEM— Transmission Electron Microscopy WE" Page 18 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: Brown Caulking (interior/exterior)-Pliable associated with Entry door - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Non -friable Category II SAMPLED OR ASSUMED: Sampled COMMENTS: RACM no Status MATERIAL CODE: No image name specified. CK07 SAMPLE # ROOMILOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I layer Asbestos % and Type 7345010-CK07-01 XN1 RED ENTRY DOOR ON WEST END, PLM brown caulk % No Asbestos WEST SIDE, 3 FEET UP Detected 7345010-CK07-02 XN1 EAST SIDE, 5 FEET HIGH PLM white caulk 5 % Chrysotile PLM brown caulk / No Asbestos Detected 7345010-CK07-03 XN1 RED ENTRY DOOR ON WEST END, PLM brown caulk % No Asbestos CENTER AT VERY TOP Detected METHOD: NAA= Not Analyzed— Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count= Polarized Light Microscopy - Point Count Method, TEM— Transmission Electron Microscopy = �� Page 19 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins City Hall East MATERIAL DESCRIPTION: White Duct Tape/Wrap-Fibrous associated with Air handier - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM no M MATERIAL CODE No image name specified. DT01 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material I Layer Asbestos % and Type 7345010-DT01-01 139 SOUTHWEST CORNER OF FILM white fibrous % No Asbestos CONNECTION TO AIR HANDLER woven material Detected wlwhite plaster & clear resin 7345010-DT01-02 139 SOUTHEAST CORNER OF PLM white fibrous % No Asbestos CONNECTION TO AIR HANDLER woven material Detected w/white plaster & clear resin 7345010-DT01-03 Roof SOUTHEAT CORNER OF AIR PLM white fibrous % No Asbestos HANDLER DUCT woven material Detected wlwhite plaster & clear resin METHOD: NAA= Not Analyzed — Assumed, NAPS=Not Analyzed - Positive Stop, PLM= Polarized Light Microscopy - Visual Estimate, Point Count-- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy � Waw Page 20 of 60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Duct Tape/Wrap-Woven associated with Ductwork in basement - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable SAMPLED OR ASSUMED: Sampled COMMENTS: Non ACBM RACM Status no MATERIAL CODE: No image name specified. DT02 SAMPLE # ROOM/LOC SAMPLE LOCATION DESCRIPTION ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type 7345010-DT02-01 102 NW CORNER, ABOVE CEILING, PLM white fibrous % No Asbestos FIRST SEAM FROM S woven material Detected w/white plaster & clear resin 7345010-DT02-02 107 SE CORNER, ABOVE CEILING, PLM white fibrous % No Asbestos FIRST SEAM FROM E woven material Detected w/white plaster & clear resin 7345010-DT02-03 107 SE CORNER, ABOVE CEILING, PLM white fibrous % No Asbestos SECOND SEAM FROM E woven material Detected w/white plaster & clear resin METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count— Polarized Light Microscopy -Point Count Method, TEM= Transmission Electron Microscopy Page21 of60 Environmental Scientists and Engineers LLC HOMOGENEOUS MATERIAL (AREA) SAMPLING/ANALYTICAL SUMMARY City of Fort Collins - City Hall East MATERIAL DESCRIPTION: White Duct Tape/Wrap-Woven associated with first and second floors - MATERIAL TYPE: Miscellaneous Material FRIABILITY: Friable ACBM SAMPLED OR ASSUMED: Sampled Status Non ACBM COMMENTS: RACM no Status SAMPLE LOCATION DESCRIPTION SAMPLE # ROOMILOC 7345010-DT03-01 208 T FROM E, 10' FROM N 7345010-DT03-02 314 8 FEET FROM WEST, 20 FEET FROM NORTH ABOVE CEILING 734501O-DT03-03 Roof SOUTHWEST CORNER OF MAIN DUCT GOING DOWN 4 FEET HIGH �W MATERIAL CODE: DT03 No image name specified. ANALYTICAL SUMMARY Method Material / Layer Asbestos % and Type PLM white fibrous % No Asbestos woven material Detected w/white plaster & clear resin PLM white fibrous % No Asbestos woven material Detected w/white plaster & clear resin PLM white fibrous / No Asbestos woven material Detected w/white plaster & clear resin METHOD: NAA= Not Analyzed —Assumed, NAPS=Not Analyzed -Positive Stop, PLM= Polarized Light Microscopy- Visual Estimate, Point Count- Polarized Light Microscopy - Point Count Method, TEM= Transmission Electron Microscopy -Walsh Page 22 of 60 Environmental Scientists and Engineers LLC