City of Casper Baler Building / MRF Expansion DOCUMENT ... · 0.2 PROJECT INFORMATION A. Project Name: Baler Building / MRF Expansion B. Owner: City of Casper C. Architect: Hein Bond

City of Casper Baler Building / MRF Expansion

ADDENDUM 2 009113 - 1

DOCUMENT 009113 – ADDENDUM

0.1 ADDENDUM NUMBER: 2

0.2 PROJECT INFORMATION

A. Project Name: Baler Building / MRF Expansion

B. Owner: City of Casper

C. Architect: Hein Bond

D. Date of Addendum: March 7, 2018.

0.3 NOTICE TO BIDDERS

A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders

and Conditions of the Contract. This Addendum serves to clarify, revise, and supersede

information in the Project Manual, Drawings, and previously issued Addenda. Portions of the

Addendum affecting the Contract Documents will be incorporated into the Contract by

enumeration of the Addendum in the Owner/Contractor Agreement.

B. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid

Form.

C. The date for receipt of bids is unchanged by this Addendum, at same time and location.

0.4 ATTACHMENTS

A. This Addendum includes the following attached Documents and Specification Sections:

1. Document Pre-Bid Meeting notes, dated March 6, 2018, (new) (3 pages).

2. Section 033600 – POLISHED CONCRETE FINISHING, (new) (2 pages).

B. This Addendum includes the following attached Sheets:

1. Architectural Sheet A011, dated March 7, 2108, (reissued).






C. This Addendum includes the attached Addendum Drawings:

1. Haul Routes – Refer to drawing for locations for soil waste and construction debris

relative to project area.


ADDENDUM 2 009113 - 2

0.5 REVISIONS TO PREVIOUS ADDENDA

1. None.

0.6 REVISIONS TO DIVISION 00 PROCUREMENT REQUIREMENTS AND CONTRACTING

REQUIREMENTS

A. Document STANDARD INSTRUCTIONS TO BIDDERS, (not reissued).

1. Section 5 “PRE-BID CONFERENCE:” Add the following:

a. Bidders that are not able to attend the Pre-Bid Conference must schedule a meeting

at the project site with the Consultant and the City representatives prior to the bid

date to be considered qualified.

2. Paragraph 13.2: Change, “...a Successful Resident Bidder shall not subcontract more than

thirty percent (30%) of Work....”

0.7 REVISIONS TO DIVISION 01 GENERAL REQUIREMENTS

A. Specification Section 013323 – ELECTRONIC SUBMITTAL PROCEDURES, (not reissued).

1. Procore (www.procore.com) is an accepted equal.

2. Disregard reference to Alternate Form 004323.

0.8 REVISIONS TO DIVISIONS 02 - 49 SPECIFICATION SECTIONS

A. Specification Section 051000 – Structural Metal Framing

1. Delete requirement that installer participate in AISC Certification program.

B. Specification Section 071113 – BITUMINOUS DAMPPROOFING

1. Paragraph 2.1. Products: DECO 20 is an approved product.

C. Specification Section 077253 – SNOW GUARDS, (not reissued).

1. Paragraph 2.1, A, 1. Manufacturers: SnoGem, iClad-S is an approved product.

2. Paragraph 2.1, A, 2. Description: Brackets with one rail, with a plate between brackets

that extends below the rail to prevent snow from sliding underneath the rail.

D. Specification Section 083613 – SECTIONAL DOORS (not reissued)

1. Paragraph 2.1, A: Change basis of design product to Overhead Door Corporation model

592, or equal.

2. Paragraph 2.1, G, 4: Obstruction detection device: Change to 3-foot light curtain.


ADDENDUM 2 009113 - 3

E. Specification Section 084513 – STRUCTURED POLYCORBONATE PANEL ASSEMBLIES

1. Paragraph 2.3, A. Manufacturers: Wasco Skylights is an approved manufacturer. Crystal

Structures arcoPlus 547 is an approved product.

F. Specification Section 263100 – PHOTOVOLTAIC COLLECTORS, (not reissued)

1. Paragraph 2.3, A, 1: Change reference to Alternate No. 5 to Bid Item No. 13

2. Paragraph 2.3, A, 2: Change reference to Alternate No. 6 to Bid Item No. 14

G. Specification Section 263106 – FIRE ALARM SYSTEM (not reissued)

1. Installing company SHALL employ NICET technicians on site per specifications.

0.9 REVISIONS TO DRAWING SHEETS

A. Sheet C2.1 – Utility Plan (not reissued)

1. Drawing calls for a clean-out and backflow valve on the 4” Bailer Building Sanitary

Sewer Service Line at station 4+73.37 just prior to the wye connection to the 8” main. It

has been determined that the backflow valve is not necessary in this situation. Eliminate

the backflow valve.

B. Sheet C5.2 – Landfill Drainage Improvements (not reissued).

1. Bid Item #9, Drainage Improvements West Side of Landfill Access Road involves

removing collected sediment and materials in the ditch. This removed material (trash

removed) may be mixed with stored topsoil from the earthwork portion of this project

and placed on the finished slopes prior to seeding.

C. Sheet A011 - Overall Floor Plan with MRF Building Expansion (reissued).

1. “Room Schedule”: Electrical Room 302 to receive rubber base (096513) on Framed walls

(Wall type A1), both sides of walls.

2. “Room Schedule”: Wall and ceiling finish 053000 is meant to designate interior metal

building liner panel.

D. Sheet A102 – Existing Pit Floor Plan (reissued).

1. Add push wall curb detail as shown.

2. Modify area of 033510 as shown.

E. A103 – New Pit Area Floor Plan (reissued)

1. Add push wall curb detail as shown.

2. Modify area of 033510 as shown.


ADDENDUM 2 009113 - 4

F. Sheet A105 – Miscellaneous Enlarged Plans (reissued)

1. Change door 001A to overhead coiling door.

2. Add window detail 6 as shown.

G. Sheet A601 – Interior Elevations (reissued).

1. Modify detail 10 as shown.

H. Sheet A701 – Schedules (reissued).

1. “Room Schedule”: Wall and ceiling finish 053000 is meant to designate interior metal

building liner panel.

2. Modify door schedule as shown.

I. Sheet MP-5 – Methane Protection System Details (not reissued)

1. Installation of blowers are not part of scope; references to blowers throughout the MP plans

are associated with the construction of connection points in the event that blowers are

required in the future

J. Sheet S1.2 – Floor and Foundation Plan Area “B” (not reissued)

1. 12” of gravel is required under the entire slab as specified in detail 1/MP-4.

K. Sheet M201 – Plumbing Piping Plan – Pit and Baler Area (not reissued)

1. Provide a reduced pressure principle backflow preventer after the water meter as located

in Water #1 110 and provide a 1” CW pipe to gridline JJ10 for connection to lawn

irrigation

L. Sheet M301 – Mechanical Details and Schedules (not reissued)

1. Plumbing Fixture Schedule: Change EQC to Elkay LZS8WSVRSV Electric Water

Cooler with Bottle Filling Station, stainless steel construction.

2. Rooftop unit HX-1 shall be constructed of aluminum (in lieu of galvanized steel). Install

the control panel outside of restroom below the unit as indicated on 3/M202. Provide

necessary wiring from control panel to HX-1 as required for unit to operate. Revise LAT

to be 90 degrees I lieu of 101°F for the heating mode. Revise the ambient temperature in

the cooling mode to be 95°F.

M. Sheet E001 – Electrical Cover Sheet (not reissued)

1. Unmarked pole light north of the MRF is a new Type S fixture and shall be provided un-

der this contract.

2. The intent of the project is to furnish and install (2) complete and fully operational Grid

Tied PV systems capable of producing 25kW each under this contract. Provide all


ADDENDUM 2 009113 - 5

equipment, material, and labor for a complete installation. Refer to Specification Section

26 3100 for a list of approved vendors.

3. Clarification: The optional routes indicated for feeding Panel CB are not intended to be

priced separately during the bidding process but are rather options for the contractor to

choose from during construction. However, change orders will not be accepted based on

routing and feeding Panel CB during construction, which is intended to be including in

this contract.

N. Sheet E201 – Electrical Plan – Existing Pit Area and Baler Area (not reissued).

1. Water #2 111 – Provide (2) Type G light fixtures spaced evenly in room and (2) 3-way

light switches, one at each door, and connect to nearest lighting circuit.

O. Sheet E202 – Electrical Plan – New Pit Area (not reissued).

1. Water #1 110 – Provide (3) Type G light fixtures spaced evenly in room and (1) local

light switch, mounted at door, and connect to nearest lighting circuit.

2. Water #1 110 – Provide dedicated GFCI protected receptacle for irrigation controller.

Homerun to spare 20A/1P breaker in Panel P (P-43) with #12 AWG in a ¾” conduit.

Coordinate location of controller with Landscape Contractor

P. Sheet E302 – Electrical Plan – MRF Building Expansion (not reissued)

1. Electrical Room – Provide (2) Type G light fixtures spaced evenly in room and (1) local

light switch, mounted at door, and connect to nearest lighting circuit.

2. Modify Specific Note E257 to read as follows: Provide (1) 4” Conduit with pull string

from Gridline 1-DDD to MDP for connection to future Baler. Provide (1) 1” Conduit

with pull string from Gridline 1-DDD to data rack for future CAT 6 connection to future

baler. Cap both conduits.

Q. Sheet E401 – Electrical schedules (not reissued).

1. Lighting Fixture Schedule: Fixture Types AE and A2E (Shaded A and A2 Fixtures) – All

wiring and connections shall be provided between fixture and battery pack (integral or

remote) as a part of this contract. Remote battery packs shall be provided with an appro-

priate enclosure for the space mounted in.

2. Lighting Fixture Schedule: Fixture Type G shall accept voltages from 120-277V

(MVOLT).

3. Main Distribution Panel MDP: The 350A/3P Circuit Breaker for the Future Baler shall

remain as a SPARE.

R. Sheet E403 – Power Distribution Diagrams (not reissued)

1. Clarification: Bid Schedule Items #12 & #14 shall be completely separate Bid Items. Do

not include #14 with #12.

0.10 GENERAL CLARIFICATIONS

A. Construction Materials Testing services paid by the design Team as follows:


ADDENDUM 2 009113 - 6

1. Earthwork Density testing

2. Reinforcing steel documentation

3. Drilled pier observation

4. Concrete testing

5. Asphalt testing

6. Construction material laboratory testing

All other tests and inspections are the responsibility of the Contractor according to the Standard

General Conditions and Supplementary Conditions.

B. Regarding Bid Schedule Items: Items on Drawings not specifically labeled with a Bid Schedule

Item number shall be included in Bid Schedule Item 1 “Baler Building Expansion”

C. Regarding the basis for awarding the project: The project will be awarded based on the combined

total price of every bid schedule item, to be listed on the Bid Schedule as “TOTAL BASE

BID”. The Owner reserves the right to accept or reject any bid items on the schedule. The

contract amount will be the combined total of every accepted bid item.

D. Regarding Davis-Bacon Wage rates: If a classification is missing from the wage determination,

contractors/subcontracts will need to submit a “Request for Authorization of Additional

Classification and Rate, as instructed at https://www.wdol.gov/db_confrmnce.aspx

PRODUCT APPROVALS:

The manufacturers and products, which are listed in the following texts, are approved for bidding. Final

acceptance is contingent upon receipt and approval of final shop drawings. Manufacturer shall conform

to all warranties, performances, size, etc., as the item specified. The burden of proof of the merit of the

proposed substitution is upon the proposer. Those items not specifically listed by addendum shall not be

approved for bidding.

SECTION DESCRIPTION MANUFACTURER

22 4000 Emergency Shower/Accessories Bradley

26 5100 Interior Lighting

-Types A & AE Paclights, Lithonia, Metalux

-Types A2 & A2E Litetronics, Lithonia, Metalux

-Type C Elite, Columbia, Lumenwerx

-Types D & DE Noribachi, Columbia, Mark Lighting,

Metalux

-Types E & RH Isolite, Dual Lite, Sure-Lites

-Type F Noribachi, Columbia, Mark Lighting,

Metalux

-Type G Litetronics, Columbia, Lithonia, Metalux

-Type H Noribachi, Columbia, Mark Lighting,

Metalux

-Type J Elite, Columbia, Metalux

-Type X1 Dual Lite, Sure-Lites


ADDENDUM 2 009113 - 7

SECTION DESCRIPTION MANUFACTURER

-Lighting Controls Eaton

26 5200 Exterior Lighting

-Type B LSI, Hubbell, McGraw-Edison

-Type S LSI, Leotek/Valmont,

McGraw-Edison/Lumark

-Lighting Controls Eaton

28 3106 Fire Alarm System Potter

END OF DOCUMENT 009113

Pre-Bid Meeting

City of Casper – Baler / MRF Expansion

March 6, 2018, 10:00AM

1. Introduction

2. General discussion of the project

3. Submittals per project manual – all materials to be used for construction must be approved prior to construction.

1. Shop Drawings: two sets reviewed and annotated by the contractor. The Bid Documents

specify Electronic Submittal Procedures, for the contractor to use Submittal Exchange

for the project. Other systems like Procore will be acceptable for the electronic submittal

procedures. Refer to Specification section 013323

2. Materials Lists including manufacturer’s name and catalogue number.

3. Submit Contractor/Sub-Contractor credentials for Owner’s approval for all sections as specified.

4. Submit Manufacturer’s printed installation instructions for each product requiring special installation techniques.

5. Proposed schedule for construction as well as a schedule of values.

6. Bonding Requirements 1. Bid Security in amount of 5% of total maximum bid. 2. See Section “Instructions to Bidders”

7. Bid Date/Addendum 1. March 13, 2018 until 2:00 PM, then read aloud. 2. There will be a 5% Wyoming Contractor preference.

8. Contract Time 1. Substantially Completed by 420 calendar days. 2. Ready for Final Payment 30 calendar days following substantial completion.

9. Funding Agencies 1. SRF funding 2. MRF separate The other bid schedule items are from a separate funding source as

well. Payment applications will need to have any bid schedule items accepted

separated so the appropriate funding source can pay for their respective parts.

10. Payment Procedures 1. Progress Payments need to be turned in to Architects in time to allow review and

submittal to the City by the 25th of each month;

11. Compliance with Federal Labor Standards and safety of job site 1. Contractor is responsible for the safety of his crew and his sub’s crews

12. Liquidated Damages 1. Liquidated damages will be included in the contract, details can be found in the

Standard Form of Agreement between Owner and Contractor, Article 3, Section 2, $1000.00 per day for each day past Substantial Completion and an additional $200.00 for each day past Final Completion.

General Questions / Answers:

• What is the design for the solar panel system. Solar Panel and inverters are specified in

Section 263100. The associated disconnects and wiring is identified on the Electrical

drawings.

• Are work hours limited to the City’s operation hours? The City will provide contractors

access to the project site so work can take place beyond the normal operational hours.

• Is the Engineered Metal Building open to any metal building suppliers? Yes, however

they would have to comply with the Buy American / Use of American Iron and Steel

requirement for the project.

• Please clarify the electrical requirements for the future baler. The future baler in the MRF

has not been purchased by the City yet and is not included in this contract. We will

clarify what electrical items related to the future baler will be required for this project.

Look for that in an upcoming addendum.

• Explain the testing requirements for the methane barrier. The Design team will have an

engineer to assist with the testing and inspection of the methane barrier. The Contractor

will be responsible for the smoke testing of the methane barrier components. The

methane barrier will have to be tested prior to installation of the concrete slab. Details

on the methane protection system are explained in the CQA plan in the specifications.

• Would an alternate for concrete paving in lieu of asphalt paving be considered? Yes,

substitutions would be considered if submitted.

• Is the AISC certification required for steel erection / fabrication? The certification will be

waived.

• Where will extra dirt and the demolished concrete / asphalt be taken? We will provide a

map to the locations on site for those materials to go.

• Will there be any fees to dump the removed materials? The City will waive the fees for

the project since it is within the landfill property. A site tour followed the meeting. A list of attendees is attached. End of Document.

Baler/MRF Expansion

Pre-Bid Meeting

March 6, 2018 10:00 am

Attendees

Page 1

Name Company Phone E-mail

Mike Lewan 71 Construction 307-235-2922

Chad Westbrook Applied Const Tech Inc. 307-262-3670

Kluke Bouma Carpet One Commercial Floors 952-300-0298

Colton Sasser Caspar Building Systems 307-235-5690

Neal Branon Caspar Building Systems 307-235-5690

Wes Hayden Caspar Building Systems 307-235-5690

Kelly Boyle City Service Electric 307-265-0659

Dean Byrne DDR LLC 307-996-7579

Jake Hatch Diamond Point 307-684-7171

Shawn Gustafson ECS Engineers 307-337-2883

Mary Mateo ECS Engineers 307-337-2883

Andrew Rein Eric Reichert Insulation & Construction 308-225-3440

Eric Reichet Eric Reichert Insulation & Construction 308-633-3595

Gary Hall Grizzly Excavating

Billy Hutchison Hutch's Hi-Country Plumbing 307-235-8060

Travis Ferguson Inberg-Miller Engineers 307-577-0806

Chris Schwahn Knife River 307-797-0702

Nick Rayes Modern Electric 307-266-1711

Loran Workman Northwestern Electric 307-266-4206

Chris Audiss Oftedal Construction 307-267-4044

Cory Kopp Plumbing Masters 307-258-6116

Greg Pope Pope Construction 307-472-3241

Kim Essen Powder River Const. 307-680-0378

Logan Hewitt Power Plus Electric 307-277-7632

Ed McAuley Sampson Construction 307-640-4734

Steve Sprecher Sprecher Electric 307-265-8135

Andrew Maxwell West Plains Engineering 307-234-9484 [email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]

[email protected]


POLISHED CONCRETE FINISHING 033600 - 1

SECTION 033600 - POLISHED CONCRETE FINISHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes polished concrete finishing, including staining.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples: For each type of product requiring color selection.

1.3 QUALITY ASSURANCE

A. Field Sample Panels: After approval of samples, produce field sample panels to demonstrate the approved

range of selections made under Sample submittals. Produce a minimum of three sets of full-scale panels,

approximately 48 by 48 inches (1200 by 1200 mm) minimum, to demonstrate the expected range of

finish, color, and appearance variations.

1. Locate panels as indicated or, if not indicated, as directed by Architect.

2. Maintain field sample panels during construction in an undisturbed condition as a standard for

judging the completed Work.

3. Demolish and remove field sample panels when directed.

PART 2 - PRODUCTS

2.1 STAIN MATERIALS

A. Penetrating Stain: Water-based, acrylic latex, penetrating stain with colorfast pigments.

2.2 LIQUID FLOOR TREATMENTS

A. Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solution of

inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens,

and is suitable for polished concrete surfaces.

PART 3 - EXECUTION

3.1 POLISHING

A. Polish: Level 3: High sheen, 800 grit.

B. Apply polished concrete finish system to cured and prepared slabs.


POLISHED CONCRETE FINISHING 033600 - 2

1. Machine grind floor surfaces to receive polished finishes level and smooth.

2. Apply reactive stain for polished concrete in polishing sequence and according to manufacturer's

written instructions.

3. Apply penetrating liquid floor treatment for polished concrete in polishing sequence and according

to manufacturer's written instructions, allowing recommended drying time between successive

coats.

4. Apply penetrating stain for polished concrete in polishing sequence and according to

manufacturer's written instructions.

5. Continue polishing with progressively finer-grit diamond polishing pads to gloss level, to match

approved mockup.

6. Control and dispose of waste products produced by grinding and polishing operations.

7. Neutralize and clean polished floor surfaces.

3.2 STAINING

A. Newly placed concrete shall be at least 30 days old before staining.

B. Prepare surfaces according to manufacturer's written instructions.

1. Clean concrete thoroughly by scraping, applying solvents or stripping agents, sweeping and

pressure washing, or scrubbing with a rotary floor machine and detergents recommended by stain

manufacturer. Rinse until water is clear and allow surface to dry.

2. Test surfaces with droplets of water. If water beads and does not penetrate surface, or penetrates

only in some areas, profile surfaces by grinding, sanding, or abrasive blasting. Retest and continue

profiling surface until water droplets immediately darken and uniformly penetrate concrete

surfaces.

C. Allow concrete surface to dry before applying stain. Verify readiness of concrete to receive stain

according to ASTM D 4263 by tightly taping 18-by-18-inch (450-by-450-mm), 4-mil- (0.1-mm-) thick

polyethylene sheet to a representative area of concrete surface. Apply stain only if no evidence of

moisture has accumulated under sheet after 16 hours.

D. Penetrating Stain: Apply penetrating stain to concrete surfaces according to manufacturer's written

instructions and as follows:

1. Apply first coat of stain to dry, clean surfaces by airless sprayer or by high-volume, low-pressure

sprayer.

2. Allow to dry four hours and repeat application of stain in sufficient quantity to obtain color

consistent with approved mockup.

3. Rinse until water is clear. Control, collect, and legally dispose of runoff.

END OF SECTION 033600

UP

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EXISTING PIT AREA

EXISTING LOWER

BALER AREA

JJ

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1 HR. RATED WALL ASSEMBLYUL DESIGN NO. U489. COORDINATEDESIGN ASSEMBLY WITH PEMB WALLDETAILS.

NEW PIT AREA

NEW MRF EXPANSION

BID SCHEDULE #12G

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OVERALL FLOOR PLANWITH MRF BUILDINGEXPANSION

Door Schedule - BID SCHEDULE #12

Mark Width HeightDoorType Material Glazing Finish

FireRating

FrameMaterial

FrameFinish

HardwareGroup Comments

301 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG 1-HR BY MFG BY MFG BY MFG COILING

302 3' - 0" 7' - 0" F HM 099113 HM 099113 2.1

E301a 3' - 0" 7' - 0" V HM 099113 HM 099113 1

E301b 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E301c 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E301d 3' - 0" 7' - 0" V HM 099113 HM 099113 1

E301e 8' - 8" 9' - 6" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG COILING

E301f 8' - 8" 9' - 6" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG COILING

E301g 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E301h 3' - 0" 7' - 0" V HM 099113 HM 099113 1

Room Schedule - BID SCHEDULE #12

Name NumberApproximate

Area Floor FinishWall

FinishCeilingFinish Comments

MRF 301 18000 SF 096723 053000 053000

ELEC 302 144 SF 096723 053000 053000

7/10/2017

REVISIONS

1 3-7-2018

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17 18 19 20 21 22 23

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B

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101

EXISTING PLATFORM

NEW CONCRETE, MATCH HEIGHT OF EXISTING PLATFORM

NEW CONCRETE PUSH WALL WITH METAL PLATE, SEE STRUCTURAL

INSTALL NEW STEEL PLATE ON EXISTING CONCRETE WALL, SEE STRUCTURAL

NEW CONCRETE, MATCH EXISTING PIT FLOOR HEIGHT

LOCATION OF NEW STEEL REINFORCED CONCRETE

TIPPING FLOOR

EXISTING PIPE BOLLARDS TO REMAIN

NEW PIPE BOLLARDS, TYP

NEW COLUMNS,SEE STRUCTURAL, TYP.

NEW 6" CONCRETE APRON, SEE CIVIL

NEW CONCRETE

102

RES. UNLOADING

100

EXISTING PIT

E101

E102CE102D E102B E102A

X3

X2X2

E1

E2

X1

X1X2

18' - 0"

111

WATER #2

111

F2

A1

A1

88' - 6" 11' - 3"

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 25' - 0"

125' - 0"

13' -

11"

96' -

10 1

/2"

NEW METAL PLATE, SEE STRUCTURAL

A105

5

10' -

0"

1' -

0"

6' - 0"16' - 0"

NEW CONCRETE STAIR AND METAL RAILING

34 71 00.A1

03 41 00

X2

ADDITIONAL SLOPED CONCRETE PUSH WALL WITH METAL PLATE, TAPER AT ENDS, SEE DETAIL

03 35 10

E1

PEMB WALL PANELPEMB GIRTINSULATION, VAPOR BARRIERINTERIOR METAL LINER PANEL

PEMB WALL PANELWEATHER BARRIER5/8" EXTERIOR GYP. SHEATHING6" STEEL STUD FRAMING

MOUNT FLUSH TO INTERIOR OF GIRTSOUND BATT INSULATION

5/8" TYPE 'X' GWB

E2

5/8" TYPE 'X' GWB3 5/8" STEEL STUD FRAMING

SOUND BATT INSULATION5/8" TYPE 'X' GWB

A1 5"

FRP OVER5/8" TYPE 'X' GWB3 5/8" STEEL STUD FRAMING

SOUND BATT INSULATIONPLUMBING CHASE OR ADJACENT WALL SURFACE

A3

4 1

/2"

M 8" CONCRETE MASONRY UNIT

7 1

/2"

F112" CAST-IN-PLACE CONCRETE

SEE STRUCTURAL

5/8" TYPE 'X' GWB6" STEEL STUD FRAMING

SOUND BATT INSULATION5/8" TYPE 'X' GWBINTERIOR METAL LINER PANEL

B1

7 1

/2"

X1

EXISTING PEMB WALL PANELEXISTING PEMB GIRTEXISTING PEMB INSULATION, VAPOR BARRIEREXISTING PEMB INTERIOR LINER PANEL

X2

EXISTING PEMB EXTERIOR WALL PANELEXISTING PEMB GIRTNEW INSULATION, VAPOR BARRIERNEW INTERIOR METAL LINER PANEL

NEW INTERIOR METAL LINER PANELNEW INSULATIONOVER EXISTING WALL SYSTEM

X3

WALL TYPES


SEE STRUCTURAL

5/8" TYPE 'X' GWB3 5/8" STEEL STUD FRAMING

SOUND BATT INSULATION5/8" TYPE 'X' GWBFRP, ON SIDE WHERE SYMBOL OCCURS

A2 5"


SEE STRUCTURAL

CO

PYR

IGH

T H

EIN

/BO

ND

LLC

Job No.

Date:

Drawn By:



LICE

NSED ARCH

I TECT

STA

TEOF WY

OM

ING

B-0260

Date:

JEFFER

YC . BOND

,JR.

3/7/20

18 4

:32:4

3 P

M

A102

KRP

JULY 10, 2017

15-Balefill

EXISTING PITFLOOR PLAN

BA

LE

FIL

L E

XP

AN

SIO

NS

& R

EM

OD

EL

CIT

Y O

F C

AS

PE

R

188

6 N

OR

TH

ST

AT

ION

RO

AD

1/8" = 1'-0"1

EXISTING PIT FLOORPLAN

7/10/2017

REVISIONS

1 3-7-2018

UP

RE

F.

DW

2

A301

A105

1

16

17

18

A

B

C

H

107

MENS

106

WOMENS

108

JAN

105

BREAK ROOM

10

10

11

11

12

12

13

13

14 15

JJ

HH

GG

FF

EE

DD

CC

AA


LOCATION OF NEW STEEL REINFORCED CONCRETE TIPPING FLOOR

NEW CONCRETE


110

WATER #1

104

COM. UNLOADING

103

NEW PIT AREA

109

STAIR

E104

E102C

E102D

E104BE104CE104DE104E E104A

E103a

E105

105

200

106

107

108110

PIPE BOLLARDS, TYP.

STEEL WHEEL STOPS, TYP.

20

' -

0"

20

' -

0"

20

' -

0"

20

' -

0"

20

' -

0"

20

' -

0"

10' -

0"

130

' -

0"

20' - 0"20' - 0"20' - 0"20' - 0"26' - 6"

25' - 0"

20' - 0"

108' -

0"

20' -

0"

X2

X2

E1

E1

E1

E2

E1

E1

E2

F2

A1

A1

E1

F2

F2

F2

E103b

86' - 6"

A105

3

4

A402

22' -

6"

7' - 4"

9

6' -

0"

24' - 6"

RAISED CONCRETE PLATFORM FOR MECHANICAL EQUIPMENT

4' -

8"

9' - 0"8' - 0"6 1/2"

05 52 00

05 52 00

METAL STAIRS AND HANDRAIL

CONCRETE STAIRS AND METAL HANDRAIL

4' -

8"

16' - 0"

113' - 0"

122' - 0"

120' - 0"

SLOPED GRAY HATCH AREA TOWARD PIT

ADDITIONAL SLOPED CONCRETE PUSH WALL WITH METAL PLATE, TAPER AT ENDS, SEE DETAIL 2/A103

03 35 10

1' - 6"

1' -

0"

2' -

4"

5/8" STEEL PLATE, WELDED CONTINUOUS

5/8" STEEL PLATE, WELDED CONTINUOUS

FILL VOID WITH CONCRETE

CO

PYR

IGH

T H

EIN

/BO

ND

LLC

Job No.

Date:

Drawn By:



LICE

NSED ARCH

I TECT

STA

TEOF WY

OM

ING

B-0260

Date:

JEFFER

YC . BOND

,JR.

3/7/20

18 4

:32:4

5 P

M

A103

KRP

JULY 10, 2017

15-Balefill

NEW PIT AREAFLOOR PLAN

BA

LE

FIL

L E

XP

AN

SIO

NS

& R

EM

OD

EL

CIT

Y O

F C

AS

PE

R

188

6 N

OR

TH

ST

AT

ION

RO

AD

1/8" = 1'-0"1

NEW PIT EXPANSIONFLOOR PLAN

7/10/2017

REVISIONS

1 3-7-2018

1 1/2" = 1'-0"2PUSH WALL CURB

UP

RE

F.

DW

V

F

T

F

F

UP

T

F

F

3

A301

16 17

A

B

C

105

BREAK ROOM

106

WOMENS 107

MENS

108

JAN

15

E105

105

200

106 107 108

B

B

B

A

A

AAA

A

A

A601 1 A6015

A601

9

4

3

2

6

7

8

A60114

A601

12

A601

1311

109

STAIR

X2

E2

E2

B1

B1

B1

B1

B1

B1

B1

B1

F2

A2A1 A2

A1

A2

A3A2

A3

A1

A2

E2

E1

5

A402 A2A2

A1

A1

10

25' - 0"

1' - 6"12' - 8 1/2"

5' -

0 1

/2"

7' -

10"

5' - 11"1' - 11"1' - 4"

1' - 4" 14' - 5" 1' - 0"

2' - 2"

2' - 6"

4' - 11"

6' - 9

"

3' - 0 1/

2"7' - 8"

1' - 6"

2' - 3"

105C

105B

E105A

3/8" PLEXI GLASS

SMART TV WITH TV AND DATA PORT IN WALL

6

A105

6

A105

201

OFFICE 1

4' -

0"

202

OFFICE 2

204

STORAGE

203

ELECTRICAL / DATA

200

CORRIDOR

203

204

202 201

C

CC

C

C

C

C

C C

C

15' - 11 1/2

"

1' -

6 1

/2"

4' -

4"

6' -

0"

19' -

8 1

/2"

13' - 9 1

/2"

4' - 8"

5' - 5 1/2"

4' - 4" 4' - 4" 10' - 6" 4' - 4" 3' - 0"

2' -

4"

4' -

4"

4' - 4" 2' - 6" 4' - 4"

4' - 4"

4' - 4

"

1' - 0 1/2

"

4' - 4

"

1' - 6"

MECHCHASE

A1 A1

A1

A1

B1 A1

A1

A1

E2

E2

E2

A1

A1

B1

B1

B1 B1

B1

X2

A1

A1A1

7' -

10"

E204

18' -

0"

5' - 0

"

14' - 11 1/2"

05 50 00.A1

05 50 00.B1

05 52 00

3/8" PLEXI GLASS

6

A105

6

A105

6

A105

16

17

H

13 14

E103aE103b

3' - 4" 14' - 0"

20' - 0"

103

NEW PIT AREA

34 71 00.A1

34 71 00.A1

34 71 00.A1

22 23

F

G

H

EXISTING CONCRETE WALL

INSTALL NEW DOORS


24' - 0"

12' -

11"

EXISTING OPENING


NEW CONCRETE WALL

6' - 0" 4' - 0"

8' -

8"

2' -

7"

001b

001a

001

STORAGE

F1

F3

H

G

F

6' -

0"

NEW COILING DOOR, 8'8" X 9'6"

NEW BOLLARDS, EACH SIDE

METAL PLATFOR

M

5' - 0"

8' -

3" 2' -

8"

E103c

2' - 8"

05 50 00.A1

05 50 00.B1

05 52 00

05 50 00.A2

HOLLOW METAL WINDOW

3/8" PLEXI GLASS

2X4 WRAPPED WITH METAL FLASHING ATTACHED TO METAL STUDS

5/8" TYPE 'X' GWBINTERIOR METAL LINER PANEL

WINDOW SILL, JAMB, AND HEAD DETAIL SIMILAR

CO

PYR

IGH

T H

EIN

/BO

ND

LLC

Job No.

Date:

Drawn By:



LICE

NSED ARCH

I TECT

STA

TEOF WY

OM

ING

B-0260

Date:

JEFFER

YC . BOND

,JR.

3/7/20

18 4

:32:4

9 P

M

A105

KRP

JULY 10, 2017

15-Balefill

MISCELLANEOUSENLARGED PLANS

BA

LE

FIL

L E

XP

AN

SIO

NS

& R

EM

OD

EL

CIT

Y O

F C

AS

PE

R

188

6 N

OR

TH

ST

AT

ION

RO

AD

1/4" = 1'-0"1

BREAK ROOM /TOILETS

1/4" = 1'-0"2OFFICE FLOOR

1/4" = 1'-0"3SOUTH DOORS

1/4" = 1'-0"4

EXISTING BALER AREA1ST FLOOR - NEWSTORAGE

1/4" = 1'-0"5

ACCESS LADDER ANDPLATFORM

7/10/2017

REVISIONS

1 3-7-2018

1" = 1'-0"6WINDOW DETAIL

1' -

3"

10 28 00.C2

10 28 00.F1

10 28 00.D1

09 30 13

106

6"

TYP.

4' -

0"

6"

10 28 00.E1

09 30 13

10 28 00.F1

10 28 00.A1

09 30 13

10 28 00.C1

10 28 00.C3

10 28 00.F1

09 30 13

10 28 00.D1

10 28 00.C210 28 00.A1

10 28 00.F1

09 30 13

10 28 00.C3

10 28 00.C1 10 28 00.E1

09 30 13

6"

TYP.

4' -

0"

6"

107

15" 30"

30

"18

"36"

36" 15" 30"

200

6' -

0"

1' -

4"

06 64 00

06 64 00

E105A

A

A A A A A

B B

30"36"24"30"30"30"

46"

6"

36"

40"16"52"8"52"8"52"

86"

B B B

105

106 107 108

NEW 80" SMART TV W/ WIFI, ETHERNET, HDMI.ADD ELECTRICAL OUTLET BEHIND TV AND CONDUIT IN WALL TO ELECTRICAL ROOM ABOVE TO HIDE CABLES.

CO

PYR

IGH

T H

EIN

/BO

ND

LLC

Job No.

Date:

Drawn By:



LICE

NSED ARCH

I TECT

STA

TEOF WY

OM

ING

B-0260

Date:

JEFFER

YC . BOND

,JR.

3/7/20

18 4

:32:5

6 P

M

A601

KRP

JULY 10, 2017

15-Balefill

INTERIORELEVATIONS

BA

LE

FIL

L E

XP

AN

SIO

NS

& R

EM

OD

EL

CIT

Y O

F C

AS

PE

R

188

6 N

OR

TH

ST

AT

ION

RO

AD

1/4" = 1'-0"1Womens - East

1/4" = 1'-0"2Womens - South

1/4" = 1'-0"3Womens - West

1/4" = 1'-0"4Womens - North

1/4" = 1'-0"5Mens - West

1/4" = 1'-0"6Mens - North

1/4" = 1'-0"7Mens - East

1/4" = 1'-0"8Mens - South

1/4" = 1'-0"9

Break Room -Casework

1/4" = 1'-0"14Janitors

1/4" = 1'-0"11Break Room - East

1/4" = 1'-0"12Break Room - South

1/4" = 1'-0"13Break Room - West

1/4" = 1'-0"10Break Room - North

7/10/2017

REVISIONS

1 3-7-2018

F FGV L OH

6"8"

36"

6"

5" 5"

7"

15"

C

4' - 4"

5' -

4"

2' -

0"

A

HOLLOW METAL, FIXED

4' - 4"

3' -

10"

3' -

6"

B

HOLLOW METAL, FIXED

4' - 4"

4' -

4"

3' -

0"

C

HOLLOW METAL, FIXED

5' -

0"

18' - 0"

EQ. EQ. EQ. EQ.

E

STRUCTURAL PANEL - 084513

4' -

0"

14' - 0"

EQ. EQ. EQ. EQ.

D


3' -

6"

18' - 0"

EQ. EQ. EQ. EQ.

F


VAR

IES

VARIES

H

1/4" ACRYLIC PLEXIGLASS

VAR

IES

VARIES

J

3/8" ACRYLIC PLEXIGLASS

CO

PYR

IGH

T H

EIN

/BO

ND

LLC

Job No.

Date:

Drawn By:



LICE

NSED ARCH

I TECT

STA

TEOF WY

OM

ING

B-0260

Date:

JEFFER

YC . BOND

,JR.

3/7/20

18 4

:32:5

7 P

M

A701

KRP

JULY 10, 2017

15-Balefill

SCHEDULES

BA

LE

FIL

L E

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AN

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NS

& R

EM

OD

EL

CIT

Y O

F C

AS

PE

R

188

6 N

OR

TH

ST

AT

ION

RO

AD

Room Schedule

Name NumberApproximat

e Area Floor FinishBaseFinish Wall Finish

CeilingFinish Comments

STORAGE 001 310 SF 033000

EXISTING PIT 100 8626 SF 033000 \033510

053000 053000

EXISTING PLATFORM 101 1598 SF 033000 053000 053000

RES. UNLOADING 102 1087 SF 033000 053000 053000

NEW PIT AREA 103 13357 SF 033000 \033510

053000 053000

COM. UNLOADING 104 3040 SF 033000 053000 053000

BREAK ROOM 105 690 SF 033600 096513 092900 \ 099123 095113

WOMENS 106 63 SF 033600 093013 093013 095113

MENS 107 56 SF 033600 093013 093013 095113

JAN 108 127 SF 033000 096513 092900 \ 099123

STAIR 109 74 SF 033600 \096513

096513 092900 \ 099123 095113

WATER #1 110 158 SF 033000 096513 092900 \ 099123

WATER #2 111 265 SF 033000 096513 092900 \ 099123

RESTROOM 114 50 SF 033600 093013 093013 095113

CORRIDOR 200 175 SF 033600 096513 092900 \ 099123 095113

OFFICE 1 201 174 SF 033600 096513 092900 \ 099123 095113

OFFICE 2 202 218 SF 033600 096513 092900 \ 099123 095113

ELECTRICAL / DATA 203 148 SF 033600 096513 092900 \ 099123

STORAGE 204 193 SF 033600 096513 092900 \ 099123

MENS LOCKER ROOM 205 699 SF BID SCHEDULE ITEM #4

WOMENS L. ROOM 206 316 SF BID SCHEDULE ITEM #4

Door Schedule

Mark Width HeightDoorType Material Glazing Finish

FireRating

FrameMaterial

FrameFinish

HardwareGroup Comments

001a 8' - 8" 9' - 6" C BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG COILING

001b 6' - 0" 7' - 0" F HM 099113 HM 099113 8

105 3' - 0" 7' - 0" V HM 099113 HM 099113 9

105B 2' - 0" 3' - 0" F HM 099113 HM 099113 10

105C 2' - 0" 3' - 0" F HM 099113 HM 099113 10

106 3' - 0" 7' - 0" F HM 099113 HM 099113 4

107 3' - 0" 7' - 0" F HM 099113 HM 099113 4

108 3' - 0" 7' - 0" F HM 099113 HM 099113 3

110 3' - 0" 7' - 0" F HM 099113 HM 099113 2

111 3' - 0" 7' - 0" F HM 099113 HM 099113 2

200 3' - 0" 7' - 0" V HM 099113 HM 099113 5.1

201 3' - 0" 7' - 0" FG HM 099113 HM 099113 7

202 3' - 0" 7' - 0" FG HM 099113 HM 099113 7

203 3' - 0" 7' - 0" F HM 099113 HM 099113 3.1

204 3' - 0" 7' - 0" F HM 099113 HM 099113 5

E102A 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E102B 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E102C 14' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E102D 12' - 0" 14' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E103a 14' - 0" 18' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E103b 3' - 0" 7' - 0" V HM 099113 HM 099113 1

E103c 3' - 0" 4' - 0" F HM 099113 HM 099113 11

E104 3' - 0" 7' - 0" FG HM 099113 HM 099113 1

E104A 14' - 0" 28' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E104B 14' - 0" 28' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E104C 14' - 0" 28' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E104D 14' - 0" 28' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E104E 14' - 0" 28' - 0" OH BY MFG BY MFG BY MFG BY MFG BY MFG BY MFG SECTIONAL

E105 3' - 0" 7' - 0" FG HM 099113 HM 099113 1

E105A 3' - 0" 7' - 0" FG HM 099113 HM 099113 1

E204 3' - 0" 7' - 0" F HM 099113 HM 099113 6

1/4" = 1'-0"1DOOR TYPES

1/4" = 1'-0"2WINDOW TYPES

7/10/2017

REVISIONS

1 3-7-2018

SHEET____OF____

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

AP

PR

OV

ED

B

Y:

DA

TE

:D

AT

E:

DA

TE

:

11

HA

UL

R

OU

TE

S

EY

SO

3/6

/1

83

/6

/1

8

CIT

Y O

F C

AS

PE

R

BA

LE

R B

UIL

DIN

G E

XP

AN

SIO

N

EX

PE

CT

ED

H

AU

L R

OU

TE

S

N

PROJECT AREA

SOIL WASTE TO BE

DUMPED AS DIRECTED

BY CITY STAFF

CONSTRUCTION DEBRIS

TO BE DUMPED AS

DIRECTED BY CITY STAFF

SOIL WASTE ~ 2.3 MILES

CONSTRUCTION

WASTE ~ 1.7 MILES