state of kansas construction project no. a-013861 …...ofpm: barbara schilling, ofpm...

STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013861 ADDENDUM NO. 02 July 24, 2020 ISSUED BY:

ISSUED FOR ARCHITECT/ENGINEER

Department of Administration Office of Facilities and Property Management Design, Construction & Compliance 700 SW Harrison St., Suite 1200 Topeka, Kansas 66603-3929

The Clark Enersen Partners 2020 Baltimore Street, Suite 300 Kansas City, MO, 64108 Contact: Angie Haden Phone Number: 816-474-8237 E-Mail: [email protected]

NOTICE ALL BIDDERS FOR THE: Kansas Department of Transportation KDOT Gage Subarea Mods Topeka, Kansas You are instructed to read and to note the following described changes, corrections, clarifications, omissions, deletions, additions, approvals and statements pertinent to the Contract Bid and Construction Documents. The Addendum No. 2 is a part of the Contract Bid and Construction Documents and shall govern in the performance of the Work. Article 2-1, Pre-bid meeting attendance and notes: (Attachment)

A. A Pre-bid meeting via Zoom (virtual meeting) was held on July 21,2020. Attendance was taken by chat in the zoom meeting and verbally by architect. See attachment at end of Addendum for Pre-bid attendance and Pre-bid meeting agenda and notes

Article 2-2, Specifications – General Note for all Specifications:

A. It shall be the responsibility of all manufacturers listed within the project manual to provide documentation that they meet all specification requirements as part of the shop drawing process. If manufacturer cannot meet all requirements, manufacturer shall either manufacture custom products to do so or not bid on the work. By bidding the work, it shall indicate that manufacturer is aware of all requirements and agree to be in full compliance with all specification and drawing requirements. This shall include all manufacturers approved by addendum.

Article 2-3, Specifications – Division 01, Section 011000:

A. Remove subparagraph 1.7.B.1. from specifications.

Article 2-4, Revision of Sheet L2.01: (Attachment)

A. See attached, revised, sheet L2.01 for Bollard detail. Reference architectural floor plan for Bollard count (39).

Article 2-5, Revision of Sheet E5.02: (Attachment)

A. See attached, revised, sheet E5.02 for Ground Connections Detail. Reference the revised detail for the subtraction of additional bonding per NEC.

Article 2-6, Substitution Requests:

A. The following light fixture manufacturer’s provided by Foley Lighting are noted as acceptable substitutions:

a. Columbia Lighting b. LiteControl

Form 315 A-013861

July 2018 Add 2, Pg. 2

c. Hubbell Lighting – Hubbell Outdoor Lighting d. Hubbell Lighting – Beacon e. Prescolite f. Kim Lighting

B. The following PEMB manufacturers’ are noted as acceptable substitutions:

a. Alliance Steel, Inc. Oklahoma City, OK b. Red Dot Buildings, Athens, Texas

C. The following PEMB – Metal Panel manufacturer is noted as acceptable substitution: a. Alliance Steel, Inc. Oklahoma City, OK

D. The following HM door frames manufacturer is noted as acceptable substitution: a. Mesker, St. Louis, MO

E. The following door hardware manufacturer/ distributer is noted as acceptable substitution: a. Dormakaba Group, Reamstown, PA

i. The following is an acceptable substitution for door hardware sets: 1. Exit Devices – Precision Hardware, Apex 2000 Series 2. Door Closers – Stanley Door Closers, D4550 Series 3. Overhead Stops/Holders – Dorma, 700/900 Series

*** RECEIPT OF THIS ADDENDUM IS TO BE ACKNOWLEDGED ON THE FORM OF BID - DOCUMENT C*** DESIGN, CONSTRUCTION & COMPLIANCE

Form 320 July 2013

State of Kansas – Pre-Bid Meeting Agenda Department of Administration, OFPM-DCC

General Agenda for Pre-Bid Meeting July 21, 2020, 10 AM, Via Zoom meeting Project: A-013861 Kansas Department of Transportation KDOT Gage Subarea Mods Topeka, Kansas This meeting was run by the project architect- Angie Haden. Introductions of all personnel associated with the project (agency, OFPM-DCC, project architect/engineers). Attendance List -- Each participant will add their name & contact to the chat part of zoom for attendance – verbal attendance was also taken by architect. Architect/Engineer reviewed the following: 1. Bid opening date is August 20, 2020 2. Bids are opened by Procurement and Contracts. 3. Questions concerning bid bonds, performance bonds, public works bonds insurance, etc. are directed to

Purchases at 785-296-0408. 4. Bid Form: Described and listed out the Add Alternates; sub-contractors required to be listed and

completion days/date. 5. Substitutions: All requests to approve equivalent products must be submitted to the architect/engineer no

later than 10 days before the bid date, as stated in the specifications. All approvals will be released via addendum.

6. Tax Clearance requirements for general and subcontractors listed on Form of Bid. 7. Last addendum will be out one week before bid date, August 13, unless bid date is postponed. 8. Review sales tax. 9. The Clark Enersen Partners gave general description of site & building scope. 10. Opened the meeting up for discussion and questions- No questions. 11. KDOT stated that the existing facility and surrounding areas will be in operation during construction. 12. Email architect with name and contact of person(s) who will be going to the site walks as listed below.

Limit of 10 people per site walk. Please wear mask and keep social distancing rules—the building will be occupied by staff at time of walk through.

Site/building walk thru: July 29th, 10 AM

Site/building walk thru: July 29th, 11 AM

Site/building walk thru: July 30th, 10 AM End of meeting

Form 320 July 2013

State of Kansas – Pre-Bid Meeting Attendance Department of Administration, OFPM-DCC

Attendance for Pre-Bid Meetings. July 21, 2020, 10 AM, Via Zoom meeting Project: A-013861 Kansas Department of Transportation KDOT Gage Subarea Mods Topeka, Kansas Attendance List : The Clark Enersen Partners: 816-474-8237 Jared Palan [email protected] Angie Haden – [email protected] Sean Ray – [email protected] Dillon Vestecka - [email protected] Dan Wroblewski - [email protected] Dave Niemann - [email protected] KDOT – Gage: Steve Baalman - [email protected] David Studebaker - [email protected] Michelle Anschutz, FEA 785-296-0311, [email protected] OFPM: Barbara Schilling, OFPM [email protected], 785-640-3883. Other: Jesse Stirton Premier Contracting Jesse Stirton Kenny Hartter - Senne and Company, [email protected] Jason Suther, Trinium Contractors, [email protected], 785-587-8523 BA Green Construction - Tracy Green and Chris Hoppe [email protected] Travis May Encompass IDBO [email protected] Steve Mohan, Mohan Construction, [email protected], 785-233-1615 Brandon Koehn, Koehn Construction Services, 620-378-3002, [email protected] Matt Schneider - McElroys Inc. [email protected] 785-267-9063 Lyle Koehn, Koehn Construction Services, 620-636-0016, [email protected] Kevin Kibbee P1 Group Inc. Cody Harms, Torgeson Electric, [email protected], 785-233-2213 ext. 111 CJ Cress, Electrical Contractors Inc. [email protected] Cell 785-230-0171 Tony Spudic with Dale Brothers Demolition [email protected] Ashley Bahm: Bahm Demolition Inc. 785-582-5190 [email protected] Jess Page, Regal Construction LLC Martin and Scott with Murry and sons construction- [email protected] Matt Herynk

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20' WIDE 8"TH CONC APRONAT GARAGE DOORS

5"TH FLUSH CONC SIDEWALK ATMAIN ENTRANCE

PLANTING BED:INSTALL 10 GRO-LOW SUMAC SHURBS WITH6" MULCH AND 12" MIN TOPSOIL, REF SPEC.SHRUBS TO HAVE ONE YEAR WARRANTY.

TRASH RECEPTACLE , REF SPECBENCH, REF SPECFLAGPOLE, REF SPEC

8"TH ASPHALT PAVEMENT

8"TH COMPACTED AB-3 PAVEMENT

20' WIDE 8"TH CONC APRONAT GARAGE DOORS

8"TH COMPACTED AB-3 PAVEMENTIN AREAS OF TRENCHED UTILITIESAS SHOWN

8"TH ASPHALT PAVEMENT

NEW BUILDING ADDITION

APPROXIMATE LOCATION OFFUEL ISLAND. WORK TO BECOMPLETED BY OWNER.

14.0

0'

82.00'

14.00'

18.0

0'14

.00'

55.40'

56.1

7'

14.00'

20.0

0'10

.00'

5'47

.72'

5' 5'

PAVEMENT STRIPING BYOWNER, TYP

6' CONC CURB STOPS, TYP OF 14ON EAST SIDE OF BUILDING,DOWEL INTO ASPHALT PERMANUF SPECS.

6' CONC CURB STOPS, TYP OF 7 ONEAST SIDE OF BUILDING, DOWEL INTOASPHALT PER MANUF SPECS. PAVEMENT STRIPING

BY OWNER, TYP

5'

5"TH CONC SIDEWALK AT BUILDINGPERIMETER AS SHOWN



RENOVATED BUILDING

EXISTINGBUILDING

6'H CHAIN LINK FENCE TOMATCH EXISTING, WITH 3'WGATE AND DOUBLE 6'WGATES AS SHOWN

6"TH ASPHALT PVMT(THIS AREA ONLY)

8"TH COMPACTED AB-3 PAVEMENTIN AREAS OF TRENCHED UTILITIESAS SHOWN

2'6'2'

SITE LAYOUT PLANSCALE: 1"=20'-0"

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NO. DESCRIPTION DATE

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TCEP Project #: 037-020-19

www.clarkenersen.com

Kansas City, Missouri2020 Baltimore Street,Suite 300Kansas City, MO 64108816.474.8237

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Site Layout Plan

Original ConstructionDocuments

PAVEMENT LEGEND:

GENERAL NOTES:1. ALL SHOWN UTILITY INFORMATION IS APPROXIMATE, AND SHALL BE VERIFIED BY CONTRACTORPRIOR TO COMMENCEMENT OF WORK. CALL THE KANSAS ONE CALL SYSTEM AT 811.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS SHOWN ON PLAN. THELANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TOCOMMENCEMENT OF WORK.

3. REFERENCE GEOTECHNICAL REPORT SITE PREPARATION INFORMATION.

4. REFERENCE SITE SURVEY FOR BENCHMARK COORDINATE INFORMATION FOR SITE LAYOUT.

4" CONCRETE SIDEWALK 8" REINFORCED CONCRETE 8" ASPHALTIC CONCRETE

8" COMPACTED AB-3 6" ASPHALTIC CONCRETE

CONC. CONTRACTION JOINTSCALE: 1 1/2"=1'-0"

1SPACE AT 10'-0" UNLESS OTHERWISE INDICATED

CONCRETE DOWELED JOINTSCALE: 1 1/2"=1'-0"

3(INDICATED DJ ON LAYOUT PLAN)

CONCRETE EXPANSION JOINTSCALE: 1 1/2"=1'-0"

2(INDICATED EJ ON LAYOUT PLAN)

TOOLED CONTRACTION JT, A SAW CUTCONTRACTION JT MAY BE USED INCONCRETE APRON AREAS ONLY

(DRIVE PAVEMENT W/

EXISTING GRADE

'd' = PVMT DEPTH

CONC PVMT

'd'

38" MAX.18" RADIUS TYP.1

1 2"

GENERAL NOTE:LOCATE WHERE ABUTTING ALLSTRUCTURES, BACK OF CURBS, 50'OC ALONG WALKS, DRIVE SLABS, &AS INDICATED ON SITE LAYOUT PLAN

'd'

'd' = PVMT DEPTH

EXISTING PAVEMENT12"

3 4" 18" RADIUS, TYP

SEALANT TO 14"BELOW SURFACE

EXP FILLER & SEALANT

1/2" UNLESS OTHERWISE SPECIFIED

14" PNA DIAMOND DOWEL

OR APPROVED EQUAL.INSTALL PER MANUFSPECIFICATIONS, TYP

X" THICK CONC PVMT

BACKERROD,

'X' AND 'Y' = VARIED PVMT DEPTHS ASINDICATED ON LAYOUT PLANS

NOTE: LOCATE DIAMOND PLATES WHERESEPARATE POURS OR VARIED PVMT DEPTHSABUT. IF JOINT EXCEEDS 60' IN LENGTH, ACONSTRUCTION JOINT SHALL BE USED

(DRIVE PAVEMENT W/

6x6-W2.9 x W2.9 WWM)

(DRIVE PAVEMENT W/6x6-W2.9 x W2.9 WWM)

Y" THICK CONC PVMT

6x6-W2.9 x W2.9 WWM)

EXISTING GRADE

EXISTING GRADE

KDOT AB-3 OR CEMENTMODIFIED SUBBASE, 4"MIN (NOT REQ'D FORSIDEWALK PAVEMENT)

ASPHALT PAVEMENTSCALE: 1 1/2"=1'-0"

4

'd' = PVMT DEPTH

EXISTING GRADE

2" ASPH CONC SURFACE COURSE(1990 KDOT TYPE BM-2 OR 2007 KDOTCLASS A COMMERCIAL GRADE TYPESM-9.5A OR SM-12.5A)

TACK COAT BETWEENLIFTS, TYP

KDOT AB-3 OR CEMENTMODIFIED SUBBASE, 4" MIN



6" ASPH CONC BASE COURSE(1990 KDOT TYPE BM-4 OR 2007 KDOTCLASS A COMMERCIAL GRADE TYPESR-12.5A OR SR-19A)

SCALE: 3/4"=1'-0"

CONCRETE FILLED BOLLARD5

6"6" 6"

3'-0

"4'

-0"

PLAN

18" CONC PIER FOOTING

PREPARED SUBGRADE

EXPANSION FILLER & SEALANT, TYP

6" DIA. SCH-40 STL PIPE FILLED W/ CONC,PRIME & PAINT,COLOR: SAFETY YELLOW

6"

ROUND TOP OF CONCRETE AS SHOWN1'-0" MIN CLEAR

BUILDING OR WALL

NOTE:COORDINATE BUILDING FOOTINGS ANDFOUNDATIONS WITH BOLLARD FOOTING LOCATIONS.REF ARCH SHEETS FOR BOLLARD LOCATIONS.

A002

A002

A-002 ADDENDUM #002 7/23/2020

DRAFTPREPARED FORPRELIMINARY

SUBMISSION ANDREVIEW ONLY --

NOT FORCONSTRUCTION.