Article 1-2: Specification Section CLOSEOUT PROCEDURES: A, Warranty: Reference to Division shall be changed to

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1 35 TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS PROJECT NO PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS CONTRACT AMENDMENT NO. 1 August 9, 2018 NOTICE TO ALL BIDDERS: The following are changes in the previously issued plans and specifications and supersede conflicting information so included. When a change is made affecting a part of a drawing or specification, the balance of that drawing or specification shall remain unchanged. Bidders must acknowledge receipt of this amendment in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. The Contract Amendment No. 1 is a part of the Contract Bid Documents and Construction Documents and shall govern in the performance of the Work. GENERAL: Article 1-1; Ft. Leavenworth Welding Requirements: 1. Prior to performing on-site welding, the Contractor shall contact the Ft. Leavenworth Fire Department and obtain a permit and comply with regulation No SPECIFICATIONS: Article 1-2: Specification Section CLOSEOUT PROCEDURES: A, Warranty: Reference to Division shall be changed to Article 1-3: Specification Section CONSTRUCTION AND DEMOLITION MATERIALS RECYCLING REQUIREMENTS: A & B Attachments: Attachments A and B are added and attached to this Amendment No. 1. Article 1-4: Specification Section STEEL ROOF DECKING: 3. ADD 2.4, B. Air Dam: provide manufacturer s standard air dam where panels continue from the interior of the building through to the exterior of the building. Air dams shall block the movement of conditioned air from the interior of the building to the exterior. Article 1-5: Specification Section THERMAL INSULATION: 1. ADD 2.4 SAFING INSULATION a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: i. Fibrex Insulations, Inc. ii. Owens Corning. iii. Roxul Inc. b. Unfaced, Mineral-Wool Blanket Insulation: ASTM C 665, Type 1 (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smokedeveloped indexes of 25 and 50, respectively, per ASTM E 84, passing ASTM E 136 for combustion characteristics. Article 1-6; Section TPO Roofing: 1. A. 2.1, B.: Shall be revised to change ASTM number to ASTM D Article 1-7: Specification Section WATER SOFTENERS: 1. The water softener shall be a single as illustrated in the design documents, not a twin as Amendment No. 1 AD1-1

2 PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS described within the specification section. 2. Change Footer to read WATER SOFTENERS. Article 1-8: Specification Section PIPING AND FITTINGS: 1. Niron by Nupi shall be an approved equivalent for Polypropylene piping and fittings , A.: Change last sentence to read: See piping material schedule on the drawings. Article 1-9: Specification Section VERTICAL BOREHOLE CLOSED-LOOP GROUND- COUPLED HEAT EXCHANGER: 1. Change Footer to read VERTICAL BOREHOLE CLOSED-LOOP GROPUND-COUPLED HEAT EXCHANGER. Article 1-10: Specification Section INFRARED RADIANT TUBE HEATERS: 1. Superior Radiant Products shall be an approved manufacture, subject to compliance with requirements. Article 1-11: Specification Section LIGHTNING PROTECTION: 1. Robbins Lightning shall be an approved manufacture, subject to compliance with requirements. Article 1-12: Specification Section LIGHTING CONTROL DEVICES: & 4.3: Begin sequential lettering of paragraphs with A. and continue relabeling alphabetically each following paragraph : First Paragraph, second sentence shall start with Manufacturer shall provide the services of. Article 1-13: Specification Section INTERIOR LIGHTING: 1. Premiere Lighting and Foley Group have an approved package of lighting manufactures, subject to compliance with requirements. Article 1-14: Specification Section EXTERIOR LIGHTING: 1. Premiere Lighting and Foley Group have an approved package of lighting manufactures, subject to compliance with requirements. Article 1-15: Specification Section INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM: : Has been deleted from Section : Change Firestopping to read Penetration Firestopping : Change Painting and Coating to read: Section Interior Painting. Article 1-16: Specification Section STRUCTURAL PRECAST CONCRETE: A: Architecturla shall be changed to Architectural. Article 1-17: Specification Section PRECAST ARCHITECTURAL CONCRETE 1. The term Architectural Precast Concrete where occurs shall be changed to Precast Architectural Concrete C: Delete. Article 1-18: Specification Section ROLLER WINDOW SHADES: 1. Section Header: Change Bid Option from, No. 6 to No. 3. Article 1-19: Specification Section SITE CLEARING: : Delete entirely and renumber following articles accordingly. Article 1-20: Specification Section EARTH MOVING: : Delete entirely and renumber following articles accordingly. Amendment No. 1 AD1-2

3 , A, 7: Delete. PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS Article 1-21: Specification Section EARTH MOVING: : Delete entirely and renumber following articles accordingly. Article 1-22: Specification Section ASPHALT PAVING: , A. 1.: Delete first duplicate empty line 1. Article 1-23: Specification Section CONCRETE PAVING: : Delete entirely and renumber following articles accordingly. Article 1-24: Specification Section CONCRETE PAVING JOINT: : Delete entirely and renumber following articles accordingly. Article 1-25: Specification Section STORM UTILITY DRAINAGE PIPING: : Delete entirely and renumber following articles accordingly. DRAWINGS: Article 1-26: Drawing Sheet C211, C505, C506: 1. Bid Option / Alternate ##: C1. Parking Lot Access: In lieu of none in Base Bid, provide: Bid Option C1: Provide the parking lot access road and related work, as well as the site work at the north parking lot shown on sheet C203. Work includes all earthwork, curb and gutter, surfacing, retaining walls, stairways, railings, fencing, gates and seeding. Article 1-27: KEYNOTE LEGEND (G & A Sheets where occurs): 1. Delete the following Keynotes: X Dovetail Anchor Control Join Strip #30 Felt Sill Sealer Spray-Applied Cellulosic Insulation Roof Expansion Joint Gasket Louver Drilled Concrete Shaft Article 1-28: Drawing Sheet C330: 2. Pipe End Section reference to Sheet C503 shall be changed to Sheet 513. Article 1-29: Drawing Sheet AS103: 1. Detail 17: Change keynote reference to read Detail 17: Delete keynote reference Detail 16: Change keynote reference to read Detail 16: Delete keynote reference Detail 6: Delete Keynote reference Article 1-30: Drawing Sheet A011: 1. Delete plan note 6 shown adjacent to Mechanical Room 179. Amendment No. 1 AD1-3

4 PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS Article 1-31: Drawing Sheet A113: 1. Detail 1: Change keynote reference to read Detail 1B: Change keynote reference to read Article 1-32: Drawing Sheet A201: 1. Detail 3: Referenced flag poles are positioned in area noted, but not shown in the view to show curtainwall glazing clearly. Article 1-33: Drawing Sheet A203: 1. Detail 1: Delete question mark from top of precast elevation reference after Article 1-34: Drawing Sheet A307: 1. Detail 3: Change keynote reference to read Article 1-35: Drawing Sheet A307: 1. Detail 3: Change keynote reference to read Detail 6: Change keynote references and to read and Article 1-36: Drawing Sheet A308: 1. Detail 10: Change keynote reference to read Article 1-37: Drawing Sheet A313: 1. Detail 3: Change keynote reference to read Article 1-38: Drawing Sheet A314: 1. Detail 3B: Change keynote reference to read Article 1-39: Drawing Sheet A512: 1. Detail 25: Change keynote reference to read Detail 28: Change keynote reference ,4 to read ,4. Article 1-40: Drawing Sheet S101: 1. Part 2, A.2: Change to read: Geotechnical Report is included in Section Earth Moving. Article 1-41: Drawing Sheet A308: 1. Replace detail 15A308 with the attached ADD 1.1. Article 1-42: Drawing Sheet ME102: 1. Refer to attached for light pole revised locations and modifications. Article 1-43: Drawing Sheet M106: 1. Sections 5 and 6 are from Mechanical Room 270. Article 1-44: Drawing Sheet E102: 1. In Room 120, along the south wall, the receptacle circuit shall be #17 from Panel 0N2. 2. In Room 160, the receptacle outside of Room 162 shall be connected to the receptacle to the east that is 72 AFF. 3. In Room 185, the isolated ground circuit in the floor box shall be #40 from Panel 0N3, not #34 from Panel 0N4. 4. In Room 178 and 179, the receptacle circuit shall be #15 from Panel 0M1. 5. Near Stair 3, the door power supply circuit shall be #60 from Panel 0N4. Amendment No. 1 AD1-4

5 Article 1-45: Drawing Sheet E102A: 1. FCU3-3 in Room 120 shall be FCU FCU-13 in Room 120 shall be FCU FCU3-1 in Room 125 shall be FCU FCU3-2A in Corridor 130 shall be FCU FCU3-2B in Corridor 130 shall be FCU4-10. PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS Article 1-46: Drawing Sheet E103: 1. In Room 208, the isolated ground circuit shall connect to the isolated ground circuit in Room 209. Article 1-47: Drawing Sheet E104: 1. In Room 247, the receptacle circuit on the south wall shall connect to circuit #46 from Panel 1N4. Article 1-48: Drawing Sheet E104A: 1. FCU5-15 in Hall by Room 240 shall be FCU FCU5-13 in Hall by Room 240 shall be FCU FCU5-1A in Corridor 230 shall be FCU FCU5-1B in Corridor 230 shall be FCU FCU5-2 in Room 265 shall be FCU FCU5-4 in Room 266 shall be FCU FCU6-8A in Room 277 shall be FCU FCU6-8B in Room 277 shall be FCU FCU6-5 in Room 284 shall be FCU FCU6-12 in Room 297 shall be FCU FCU6-9 in Room 296 shall be FCU FCU5-18 in Hall by Room 252 shall be FCU FCU5-19 in Room 253 shall be FCU8-8. Article 1-49: Drawing Sheet E202: 1. Arms Vault Rooms 174, 176, and 177 shall not have an occupancy wall switch. Refer to attached. Article 1-50: Drawing Sheet E202: 1. In Room 179, the lighting circuit shall connect to circuit #5 from Panel 0H2. 2. In Room 186, from the 3-way switch to light fixture shall have (3) tics and a ground; from light fixture to fixture shall have (4) tics and a ground. 3. In Room 161, the lighting circuit shall be #23 from Panel 0H2. 4. In Room 151, the lighting shall connect to circuit #23 from Panel 0H2. Article 1-51: Drawing Sheet E203: 1. Lighting control diagram added for the Atrium and Clerestory areas. Refer to attached. 2. Room 204 has a ZC for the Atrium and Clerestory areas. Refer to attached. 3. Room 201 has a $LV4 added to the southwest corner. Refer to attached. 4. Room 220, legend note 8 was added to the MS3 control wires in the south end of the room. Refer to attached. Article 1-52: Drawing Sheet E204: 1. In Room 236, lighting circuit shall connect to circuit #6 from Panel 1H2. 2. In Room 271, lighting circuit shall connect to circuit #1 from Panel 1H2. Article 1-53: Drawing Sheet E204: 1. Room 230 has a $LV4 added to the south end of hall near Atrium. Refer to attached. Amendment No. 1 AD1-5

6 PROJECT NO TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS 18 Pages Total (12 Attached) END OF AMENDMENT NO. 1 ***RECEIPT OF THIS AMENDMENT IS TO BE ACKNOWLEDGED ON THE BID FORM*** Amendment No. 1 AD1-6

7 Section Att A CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN Describe the types of recycling processes or disposal activities that will be used for material generated in the project. Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or disposed in the sections below: 01 - Reuse of building materials or salvage items on site (Le. crushed base or red clay brick) 02 - Salvaging building materials or salvage items at an off site salvage or re-use center (Le. lighting, fixtures) 03 - Recycling source separated materials on site (Le. crushing asphalt/concrete for reuse or grinding for mulch) 04 - Recycling source separated materials at an off site recycling center (Le. scrap metal or green matls) 05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station 06 - Recycling material as Alternative Daily Cover at landfills 07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill) Disposal at a landfill or transfer station Other Use these codes to indicate the types of material that will be generated on the project A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Matis D = Drywall P/C=Paper/Cardboard W/C = Wire/Cable S= Soils (Non Hazardous) M/C = Miscellaneous Construction Debris R = Reuse/Sa W = Wood 0 = Other rf""=-i"'l"iho Facilities Used: Provide Name of Facility and Location (City) Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvagejreuse items, estimated Contractor's Construction Waste and Recycling Plan Section: Att A Page: 1

8 SECTION Att A CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN Continued Notes: 1. Section 01151A is a Division 01 General Requirement under CSI MasterFormat 1998 Edition. For CSI MasterFormat 2004 Edition, this Section may be renumbered as follows: Under Division 00, Procurement and Contracting Requirements, Project Forms Use: Section Construction Waste Diversion Plan 2. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available) Asphalt:.61 (ex CY Asphalt = 610 tons. Applies to broken chunks of asphalt) Concrete:.93 (ex CY Concrete = 930 tons. Applies to broken chunks of concrete) Ferrous Metals:.22 (ex CY Ferrous Metal = 220 tons) Non-Ferrous Metals: CY Non-Ferrous Metals = 100 ton Drywall Scrap:.20 Wood :.16 Contractor's Construction Waste and Recycling Plan Section: Att A Page: 2

9 Section Att B CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT...,... ",,,. With Each Pa Describe the types of recycling processes or disposal activities used for material generated in the project. Indicate the type of process or activity by number, types of materials, and quantities that were recycled or disposed in the sections below: 01 - Reuse of building materials or salvage items on site (Le. crushed base or red clay brick) 02 - Salvaging building materials or salvage items at an off site salvage or re-use center (Le. lighting, fixtures) 03 - Recycling source separated materials on site (Le. crushing asphaluconcrete for reuse or grinding for mulch) 04 - Recycling source separated materials at an off site recycling center (i.e. scrap metal or green matls) 05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station 06 - Recycling material as Alternative Daily Cover at landfills 07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill) Disposal at a landfill or transfer station Other Use these codes to indicate the types of material that were generated on the project A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green MatIs D = Drywall P/C= Paper/Card board W/C = Wire/Cable S= Soils (Non Hazardous) M/C = Miscellaneous Construction Debris R = Reu e W = Wood 0 = Other Facilities Used: Provide Name of Facility and Location (City) Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items, estimated Contractor's Reuse, Recycling, and Disposal Report Section: Att 8 Page: 1

10 Section Att B CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT Continued Notes: 1. Section 01151A is a Division 01 General Requirement under CSI MasterFormat 1998 Edition. For CSI MasterFormat 2004 Edition, this Section may be renumbered as follows: Under Division 00, Procurement and Contracting Requirements, Project Forms Use: Section Construction Waste Diversion Plan 2. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available) Asphalt:.61 (ex CY Asphalt = 610 tons. Applies to broken chunks of asphalt) Concrete:.93 (ex CY Concrete = 930 tons. Applies to broken chunks of concrete) Ferrous Metals:.22 (ex CY Ferrous Metal = 220 tons) Non-Ferrous Metals: CY Non-Ferrous Metals = 100 Drywall Scrap:.20 Wood.16 Contractor's Reuse, Recycling, and Disposal Report Section: Att 8 Page: 2

11 DATE: April 23, 2018 HTK PROJECT NUMBER: HTK: PAGE NUMBER: ADD TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD A R C H I T E C T S PA

12 4" Sidewalk 8'-0" Max. See Profile for Height of Wall Setback = 1 5 8" (41 mm) (5 Wall Batter Angle) 28" (710 mm) 28" (710 mm) 28" (710 mm) 41" (1030 mm) Infill stone (No. 57 or equivalent) Fill between adjacent blocks (all blocks) Fill vertical core slot (PC blocks) Stone to extend at least 12" (305 mm) behind blocks. Non-woven geotextile fabric (If specified by Engineer based on site soil conditions) 41" (1030 mm) Backfill per design requirements. Install in lifts and compact per project specifications. 60" (1520 mm) Grade to drain surface water away from wall f = 28 Top block Move blocks forward during installation to engage shear knobs (Typical) Middle block (Typical) A R C H I T E C T S PA 900 S. KANSAS AVE., SUITE W 11OTH ST. STE. 150 TOPEKA KANSAS OVERLAND PARK, KANSAS P P '-0" (305 mm) Solid bottom block Drain (As specified by Engineer) Leveling pad (As specified by Engineer) GRAVITY RETAINING WALL KE V N I K. H OL LICENSED L A N D PROF ESSI ON AL K A N S A S ENGINE E R DATE: April 23, 2018 REVISED DATE: NORTH CONNECTION ROAD SECTION % -2.00% % NORTH CONNECTION ROAD SECTION 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD SHEET CONTENTS: N. Connector Rd. Plan & Profile PROJECT NUMBER: HTK: DOFE: CFS: Cook, Flatt & Strobel E N G I N E E R S, P. A. SHEET NUMBER: C211

13 . FE6 CHAIN-LINK SECURITY FENCE DETAILS FOR NON-SENSORED FENCE MECHANICAL ENCLOSURE FENCE & GATE (6' FABRIC HEIGHT) Cook, Flatt & Strobel E N G I N E E R S, P. A. 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD DATE: April 23, 2018 REVISED DATE: SHEET CONTENTS: Site Details PROJECT NUMBER: HTK: DOFE: CFS: SHEET NUMBER: C505 PROF E SSI ON A L K A N S A S EN GINEE R KE LICE NSED D V I N N K A H OL L A R C H I T E C T S PA 900 S. KANSAS AVE., SUITE W 11OTH ST. STE. 150 TOPEKA KANSAS OVERLAND PARK, KANSAS P P

14 A R C H I T E C T S PA 900 S. KANSAS AVE., SUITE W 11OTH ST. STE. 150 TOPEKA KANSAS OVERLAND PARK, KANSAS P P LINE POST EXTENSION ARM DETAILS NO SCALE CORNER POST USE AND SECTION STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER KE V N I K. H OL LICE NSED L A N D PROF E SSI ON A L K A N S A S EN GINEE R CHAIN-LINK SECURITY FENCE DETAIL DATE: April 23, 2018 NO SCALE REVISED DATE: NO SCALE H-BEAM TRUSS ROD AND BAND BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL BRACE PANEL DETAIL NOTE: ROUND POST FASTENING DETAILS END OR GATE POST DETAIL NO SCALE GROUNDING DETAIL NO SCALE TOP OR BRACE RAIL ATTACHMENT H-BEAM ROUND POST LINE POST ATTACHMENTS NO SCALE FE6 CHAIN-LINK SECURITY FENCE DETAILS FOR NON-SENSORED FENCE MECHANICAL ENCLOSURE FENCE & GATE (6' FABRIC HEIGHT) 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS SHEET CONTENTS: HTK Architects KANSAS ARMY NATIONAL GUARD Site Details PROJECT NUMBER: HTK: DOFE: CFS: SHEET NUMBER: Cook, Flatt & Strobel E N G I N E E R S, P. A. C506

15 A R C H I T E C T S PA DATE: April 23, 2018 REVISED DATE: ADDENDUM # LOWER LEVEL - AREA B 1 1/8"=1'-0" LIGHTING NORTH A 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD B SHEET CONTENTS: LOWER LEVEL - AREA B - LIGHTING KEYPLAN NORTH Latimer Sommers & Associates, P.A. C O N S U L T I N G E N G I N E E R S 3639 SW Summerfield Drive, Suite A Topeka, Kansas Telephone: (785) FAX: (785) lsapa@lsapa.com LSA PROJECT NO PROJECT NUMBER: HTK: DOFE: SHEET NUMBER: E202 ORIGINAL CONTRACT DOCUMENTS

16 A R C H I T E C T S PA DATE: April 23, 2018 REVISED DATE: ADDENDUM # ATRIUM/CLERESTORY LIGHTING CONTROL DIAGRAM 2 NO SCALE MAIN LEVEL - AREA A 1 1/8"=1'-0" LIGHTING NORTH A 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD B SHEET CONTENTS: MAIN LEVEL - AREA A - LIGHTING KEYPLAN NORTH Latimer Sommers & Associates, P.A. C O N S U L T I N G E N G I N E E R S 3639 SW Summerfield Drive, Suite A Topeka, Kansas Telephone: (785) FAX: (785) lsapa@lsapa.com LSA PROJECT NO PROJECT NUMBER: HTK: DOFE: SHEET NUMBER: E203 ORIGINAL CONTRACT DOCUMENTS

17 A R C H I T E C T S PA DATE: April 23, 2018 REVISED DATE: ADDENDUM # MAIN LEVEL - AREA B 1 1/8"=1'-0" LIGHTING NORTH A 35TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD B SHEET CONTENTS: MAIN LEVEL - AREA B - LIGHTING KEYPLAN NORTH Latimer Sommers & Associates, P.A. C O N S U L T I N G E N G I N E E R S 3639 SW Summerfield Drive, Suite A Topeka, Kansas Telephone: (785) FAX: (785) lsapa@lsapa.com LSA PROJECT NO PROJECT NUMBER: HTK: DOFE: SHEET NUMBER: E204 ORIGINAL CONTRACT DOCUMENTS

18 A R C H I T E C T S PA FH DATE: April 23, 2018 REVISED DATE: ADDENDUM # TH ID NATIONAL GUARD READINESS CENTER FORT LEAVENWORTH, KANSAS HTK Architects KANSAS ARMY NATIONAL GUARD SHEET CONTENTS: MEP SITE PLAN MEP SITE PLAN 1 1"=40'-0" NORTH Latimer Sommers & Associates, P.A. C O N S U L T I N G E N G I N E E R S 3639 SW Summerfield Drive, Suite A Topeka, Kansas Telephone: (785) FAX: (785) lsapa@lsapa.com LSA PROJECT NO PROJECT NUMBER: HTK: DOFE: SHEET NUMBER: ME102 ORIGINAL CONTRACT DOCUMENTS