I. MINUTES OF THE PRE-BID CONFERENCE

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1 Addendum No. 1 June 8, 018 Allegany College of Maryland Softball Field Murphy & Dittenhafer Project No Willowbrook Road, Cumberland, MD 150 Abbreviations: ACM: Allegany College of Maryland, also Owner; M&D: Murphy & Dittenhafer Architects TRIAD: Triad Engineering GC: General Contractor/Bidder Q: Question A: Answer I. MINUTES OF THE PRE-BID CONFERENCE The Minutes of the Pre-Bid Meeting held on Wednesday June 4, 018 are hereby made part of this Addendum and are as follows: The objective of the meeting was for representatives of Allegany College of Maryland (ACM), and the Architect/Engineering design team to meet with potential bidders (Contractors) on site to provide an overview of the project, answer questions and to allow bidders to tour the site and building. Introductions The following persons introduced themselves and stated their role on the project: Sheila Dyche, (representing ACM); Billie Swailes (representing Triad Engineering, Inc.), and Adam Phipps (ACM Maintenance). Peter Schwab ( M&D Architects) was not present. Overview Billie Swailes (TRIAD) provided an overview of the project including existing conditions, ADA parking/ramp, gates and fencing, and dugouts to be constructed by the College. Also provided information on geothermal wells with advisory that the contractor was responsible for locating/preserving well caps and to be mindful of the wells during construction. Attendance / Sign In Sheets 1. Attendance at the Pre-Bid Conference is mandatory for General Contractors bidding on this project.. The sign in sheets are attached hereto. Name Company Contact Kathy King WG Land Compnay kathy@wglandco.com Eugene Thrasher Don Harden Excavating Brant Rd. Cumberland, MD 150

2 Robert Robison Don Harden Excavating Dave Snyder BELT Lenny Bartee Time Technologies Inc Larry Weigle Excavating Associates Inc Patrick Coakley Dura Edge Notice to Proceed (NTP) The time allotted for completion does not start until NTP is issued. BIDDER QUESTIONS Preliminary Bidder Questions at Conference 1. Question 1: Elevations on ADA ramp Q: Are elevations to be provided? If not, how are they to be determined? A: See attached sketch.. Question : Field Drains Advised field drains are not part of the project Q: Are Field Drains to be provided? A: No. Question : Thickness of Warning Track and Infield Materials Q: Where are these provided in the specifications? A: The warning track shall be thick and shall be Diamond Tex or equivalent. Provide an alternate cost for plain stone dust. The infield shall be 4 thick per spec on drawing and an alternate cost for equivalent can be provided. 4. Question 4: Backfill at Concrete Pads Q: What material is to be used? Dirt, paved? A: See revised drawing. Provide of 4 stone dust around back of dugouts to gate. 5. Question 5: Water Line Q: What is source and where is termination at field? A: See revised drawing. Line is to tap existing line between tennis courts and PE building. 6. Question 6: Scoreboard Advised that scoreboard was being donated and installed by College Q: Does this contract include provision of electric service to scoreboard location? If yes, where is board to be located? A: The scoreboard will go in centerfield. 7. Question 7: Seed Mix Q: Where is mix specified? If not, what is mix? A: The seed mix is: 70% turf type fescue and either 0% blue grass and 10% perennial rye or 0% perennial rye and 10% blue grass. 8. Question 8: Ramp Gate Q: What is purpose of gate at end of ramp? Is this an error and to be eliminated? A: This was an error note removed on revised drawing. 9. Question 9: Final Date for Questions Q: What is the final date that you will respond to questions? A: June 10, 018 COB. 10. Question 10: Wage Rates Q: Please clarify rates, prevailing or not?

3 A: No. 11. Question 11: Stake Out Q: Who is responsible? We assumed the contractor. A: Contractor is responsible for all stakeout. 1. Question 1: Existing Backstop College to take Q: Does the college want the existing backstop? A: Contractor to remove and provide to college. 1. Question 1: Release Estimated Budget No Q: Will the college provide the estimated budget for the project. A: No. 14. Question 14: Geothermal Q: Who installed the system, or do you have this information? A: Wayne s well and septic. 15. Question 15: Thickness of Slab Q: Is this specified? Where? A: The slab thickness is to be Question 16: Drawing C..0 Q: Fence calls for galvanized 1 1/4" chain link A: All fence and backstop to be spacing. 17. Question 17: Drawing C..0 Q: The backstop call for " galvanized chain link A: See Question 18: Drawing C..0 Q: The gates call for all black vinyl coating A: All fence and backstop materials to be black vinyl coated. Building and Site Tour 1. ACM and TRIAD accompanied the Bidders in attendance on a tour of the site. II. ADDENDUM NO. 1 GENERAL ITEMS 1. The Minutes of the Pre-Bid Conference above are hereby part of Addendum No.1. LIST OF ATTACHMENTS GENERAL ITEMS Pre-Bid Conference Sign in Sheets END OF ADDENDUM NO. 1

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6 Project No North Charles Street, Baltimore, Maryland Voice Fax 10'-0" C-C MAX. (TYP) POLYCAP ON ALL 6' FENCING (SEE ANTHEM SPORTS #A OR EQUIVALENT) 1 5/8"Ø BRACE RAIL (TYP.) 6'-0" TO 8'-0" (TYP.) (SEE PLAN VIEW) " 1-1/4" SQUARE MAXIMUM SPACE FENCE TOP SHALL BE KNUCKLE TOP AND VINYL COATED IN BLACK. '-0" GALVANIZED COATED CHAIN LINK FENCE LIMITS OF DISTURBANCE AND ESD AREA 1.87 AC. 1" DIA. SPACE UNDER FABRIC 1" (NORMAL) " (MAXIMUM) END CORNER, OR PULL POST CIVIL TRIAD ENGINEERING, INC SHERMAN AVE. HAGRSTOWN, MD " 10" DIA. INTERMEDIATE POST LnA 6' HIGH CHAIN LINK FENCE DETAIL NOT TO SCALE BMP N- GRADING TO MAINTAIN EXISTING DRAINAGE PATTERNS STAGING AND STOCKPILE AREA UTILIZE EXISTING SWALE AND DRAINAGE SYSTEM TO MINIMIZE DISTURBANCE, SITE IMPACT AND MAINTAIN EXISTING RUNOFF PATTERNS SCOREBOARD E INFIELD MATERIAL SHALL BE NEW ENTERPRISE MT CYDONIA INFIELD MIX OR EQUIVALENT 0.5% SLOPE FROST FREE YARD HYDRANT 6'x6' GATE % 7 6 BMP N- 6' HIGH CHAIN LINK FENCE (SEE DETAIL THIS SHEET) ACM SOFTBALL FIELD S.C.E. SOFTBALL FIELD LOCATED TO MINIMIZE DISTURBANCE AND REDUCE SITE IMPACT E 9 ACCESS C..0 DRIVE 8' HIGH CHAIN LINK FENCE IN FRONT OF DUGOUT. DUGOUT F.F.E. = 66.5 (SEE DETAIL THIS SHEET) BACKSTOP SHALL BE 10'x0'x10'x15' HIGH PANELIZED BASEBALL BACKSTOP KIT FROM DISCOUNT FENCE SUPPLY, INC. OR EQUIVALENT. OPTIONAL SOFTBALL BACKSTOP PROTECTIVE PADDING (SEE ANTHEM SPORTS #A4-846 OR EQUIVALENT) WITH BLACK VINYL COATING 6" PVC SOFTBALL PIPE FROM WALKWAY FIELD CROSSING 8' HIGH CHAIN LINK FENCE IN FRONT OF DUGOUT. DUGOUT F.F.E. = 66.5 (SEE DETAIL THIS SHEET) OP SL HANDICAP PARKING OP 6'x6' GATE 0.5% SLOPE FENCE 0.5% S LOPE SL STABILIZED CONSTRUCTION ENTRANCE 6' HIGH CHAIN LINK FENCE C C..0 BMP N- % 1-8 C..0 6'x6' GATE TYPICAL EXISTING GEOTHERMAL WELL FIELD. 6' HIGH CHAIN LINK FENCE CONTRACTOR TO VERIFY WELL CAPS AND PIPING 6'x6' GATE 14 STANDARD C..0 INLET PROTECTION 9 ACCESS C..0 TRAIL BMP N- PRESSURE TREATED HANDICAP RAMP. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. RAMP TO MEET ALL ADA SPECIFICATIONS 'x6' GATE 5 6 6/8/018 REVISIONS TO FENCE AND ADDITION OF SCOREBOARD REVISIONS TO DUGOUT AND WATERLINE LAYOUT LnA BeB 6/6/ SILT FENCE Date 5/10/ C..0 No. 1 POLYCAP ON ALL 6' FENCING (SEE ANTHEM SPORTS #A OR EQUIVALENT) Description BID SET JAYPRO 1' FOUL POLE (SEE ANTHEM SPORTS #A OR EQUIVALENT) CAD DWG FILE: DRAWN BY: WCPII CHECKED BY: BJS PROJECT NO: DATE: 10 MAY 018 DEVELOPER: 1" PE WATER LINE WITH ONE INCH TAPPING SLEEVE AND 1" WATER VALVE GRAPHIC SCALE " SQUARE MAX SPACING FENCE TOP SHALL BE KNUCKLE TOP. 6' x 6' CHAIN LINK FENCE GATE DETAIL NOT TO SCALE ALLEGANY COLLEGE OF MARYLAND 1401 WILLOWBROOK ROAD CUMBERLAND, MD 150 PHONE: SITE PLAN & EROSION/SEDIMENT CONTROL & GRADING PLAN SHEET SOIL TYPE ON SITE SYMBOL BeB LnA DESCRIPTION BERKS-URBAN LAND COMPLEX, 0 TO 8 PERCENT SLOPES LINDSIDE SILT LOAM, 0 TO PERCENT SLOPES, OCCASIONALLY FLOODED K FACTOR HYDROLOGIC (WHOLE) SOILS GROUP B C C..0 ( IN FEET ) 1 inch = 0 ft. BID SET SHEET OF 5

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