25-0627 Telluride WWTP Lab Remodel Drawings.pdf

Address: 12000 CO-145 Telluride, Colorado 81435

Site Area: 3.247 Acre

Zone: Public

Site Information

Drawing Index

The existing lab and adjacent storage room will receive a three phase renovation to provide an expanded and updated laboratory space. A window will be added to offices 214 D and 214 E. The existing roof will be replaced with a new EPDM membrane roofing system. The existing headworks will receive structural modifications to accomodate equipment upgrades.

Scope of Work

ATC ACOUSTICAL TILE CEILING

ADJ. ADJUST(ABLE), ADJACENT

A.F.F. ABOVE FINISHED FLOOR

ALUM. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT / ARCHITECTURAL

ANOD. ANODIZED

APPROV. APPROVED

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

B.M. BENCH MARK

BOT. BOTTOM

B.O. BOTTOM OF

BRG. BEARING

BSMT. BASEMENT

B.U.R. BUILT UP ROOF

CTR. CENTER, CENTERED

CIR. CIRCLE

CIRC. CIRCUMFERENCE

C.J. CONTROL JOINT

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNITS

COL. COLUMN

COMB. COMBINATION

COMP. COMPACT(ED), COMPOSITION

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

COORD. COORDINATE

CORR. CORRIDOR

CPT CARPET

C. TILE CERAMIC TILE

D. DEEP, DRYER

DBL. DOUBLE

DEMO. DEMOLITION

DEPT. DEPARTMENT

D.F. DRINKING FOUNTAIN

DTL. DETAIL

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DISPL. DISPOSAL

DIV. DIVISION

DN. DOWN

DR. DOOR

D.S. DOWN SPOUT

DWG. DRAWING

E. EAST

EA. EACH

ELEC. ELECTRIC, ELECTRICAL

ELEV. ELEVATION, ELEVATOR

EQ. EQUAL

EQMT. EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXIST., (E) EXISTING

ETR. EXISTING TO REMAIN

EXT. EXTERIOR

EXP. EXPANSION

E.J. EXPANSION JOINT

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.F.E. FINISH FLOOR ELEVATION

FIN. FINISH(ED)

FIXT. FIXTURE

FLR. FLOOR

FND. FOUNDATION

F.R. FIRE RATED

FRMG. FRAMING

FRT. FIRE RETARDANT TREATED

FRZ. FREEZER

FTG. FOOTING

FUT. FUTURE

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GRND. GROUND

G.C. GENERAL CONTRACTOR

GYP. BD. GYPSUM BOARD

H. HIGH

H.B. HOSE BIB

HC. HANDICAPPED

H.D. HEAVY DUTY

HDWR. HARDWARE

H.M. HOLLOW METAL

H.O. HOLD OPEN(S)

HORZ. HORIZONTAL

HT. HEIGHT

HTG. HEATING

I.D. INSIDE DIAMETER

INCL. INCLUDE, INCLUDING

INSUL. INSULATION, INSULATED

INT. INTERIOR

JT. JOINT

JST. JOIST

KIT. KITCHEN

L. LENGTH

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.F. LINEAL FEET

LB., # POUND

LVR. LOUVER

MAS. MASONRY

M.O. MASONRY OPENING

MAT’L. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MED. MEDIUM

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MM. MILLIMETER(S)

MTL. METAL

(N) NEW

N. NORTH

NEC. NECESSARY

N.I.C. NOT IN CONTRACT

NO., # NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.D. OUTSIDE DIAMETER

O.C. ON CENTER

OH. OVERHEAD

O.H. OPPOSITE HAND

OPN’G. OPENING

OPP. OPPOSITE

O.S.B. ORIENTED STRAND BOARD

PART. PARTITION, PARTICLE

PER. PERIMETER

P-LAM. PLASTIC LAMINATE

PLBG. PLUMBING

PROP. PROPERTY

P.T. PRESSURE TREATED

PT. PAINT(ED)

P. TILE PORCELAIN TILE

Q. TILE QUARRY TILE

R. RISER, RADIUS

RB. RUBBER BASE

RE. REFER TO

REC. RECESSED

REF. REFERENCE

REFL. REFLECTED

REM. REMOVE, REMOVABLE

REQ’D. REQUIRED

RET. RETURN

REV. REVISION

RM. ROOM

S. SOUTH

S.B. SPLASH BLOCK

SCHED. SCHEDULE

SECT. SECTION

S.F. SQUARE FOOT

SHWR. SHOWER

SHT. SHEET

SIM. SIMILAR

S.O.G. SLAB-ON-GRADE

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATION

SPECS. SPECIFICATIONS

SPK. SPEAKER

SQ. SQUARE

ST. STAIN

STD. STANDARD

STL. STEEL

STR. STAIR

STRUCT. STRUCTURE, STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRICAL

SYS. SYSTEM

T. THICK, TREAD

T.B.D. TO BE DETERMINED

TEMP. TEMPORARY, TEMPERED

T & G TONGUE AND GROOVE

T.O.__ TOP OF _____ (E.G. STEEL)

TLT. / TOIL. TOILET

T.P. TOILET PAPER

T.S. TUBE STEEL

TYP. TYPICAL

UC. UNDERCUT

U.N.O. UNLESS NOTED OTHERWISE

V.B. VAPOR BARRIER

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATOR

VERT. VERTICAL

VEST. VESTIBULE

VIN. VINYL

V.I.F. VERIFY IN FIELD

W. WIDE, WEST, WASHER

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

WIN. WINDOW

W.R. WATER RESISTANT

WSCT. WAINSCOT

W.W.F. WELDED WIRE FABRIC

Abbreviations List

Section Detail

Building & Wall Section

Plan Detail

N

Room Name

150 SF

3A6

A 5.0x

SIM

Wall Type Identification

Elevation Level

Room Identification

Window Identification

Door Identification

Revision Tag

North Arrow

Detail Number

Sheet Number

Room Name

Room Number

Door Number

Hollow Metal

Revision Number

Spot Elevation

100'-0"

Interior Elevation

Detail Number

Sheet Number

1A

1C

1D 1B

N

Curtain Wall Storefront

C1 A1

Wall Type

Wall Width (See Type For Actual Width)

Wall

A5.0x

Optional Note

Wood

.H1 W1

Indicates True North

A 5.0x

SIM

Door Swing

Room Area

S Modifying Suffix (See Type)

View Name 1/8" = 1'-0"

Plan Identification View Name

View Scale

1. View Name 1/8" = 1'-0"

Detail Identification

View Number View Name

View Scale

A 5.0x

SIM

Level Name

Level Height

Height

Grid Lines

Existing Grid

Grid Identification

Detail Number

Sheet Number

Detail Number

Sheet Number

Level

100' - 0"

Symbols Legend

BATT INSULATION

CMU

BRICK

CONCRETE

EARTH

METAL STUD

PLYWOOD

RIGID INSULATION

STEEL

TILEGYPSUM BOARD

WOOD BLOCKING

DRAINAGE FILL

TERRAZZO

FINISH WOOD STONE

WOOD STUD

Symbols Legend

N

Addition toLab Upgrades to

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111 Phone: 720.200.0630

Architect

Eidos Architects, PC

Owner Information

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Telluride Wastewater Treatment Plant Town of Telluride

Telluride, Colorado

A0.0

Response to Comments

February 7, 2025

Eidos Project No.23019

T e llu ri d e W a s te w a te r T re a tm e n t

P la n t

E id o s P ro je c t

N o

.2

Town of Telluride P.O. Box 397

Telluride, CO 81435 Phone: 970.728.2177

M / E / P Engineer

Bighorn Consulting Engineers, Inc.

386 Indian Road Grand Junction, CO 81501 Phone: 970.241.8709

Structural Engineer

JVA Consulting Engineers

817 Colorado Ave., Suite 301 Glenwood Springs, CO 81601 Phone: 970.404.3100

General

A0.0 Cover Sheet

A0.1 General Notes

A0.2 Code Plan, Analysis, & Legend

Structural

S0.1 2018 IBC Statement of Special Construction

S1.0 Headworks Demolition and Floor Plan

S1.1 Office Window Addition

Architecture

A1.0 Demolition Floor Plan & Floor Plan - Phase 1

A2.0 Demolition Floor Plan & Floor Plan - Phase 2

A3.0 Demolition Floor Plan & Floor Plan - Phase 3

A5.0 Interior Elevations, Room Finish Schedules

A7.0 Reflected Ceiling Plan

A8.0 Roof Plan

Mechanical

MEC1-0 Mechanical / Electrical Code Compliance

M0-1 Mechanical Cover Sheet

M1-1 Mechanical - Demolition Floor Plan & Floor Plan Phase 1

M1-2 Mechanical - Demolition Floor Plan & Floor Plan Phase 2

M1-3 Mechanical - Demolition Floor Plan & Floor Plan Phase 3

M1-4 Mechanical - Roof Plan

M2-1 Mechanical - Schedules

Plumbing

P0-1 Plumbing Cover Sheet

P1-1 Plumbing - Demolition Floor Plan & Floor Plan Phase1

P1-2 Plumbing - Demolition Floor Plan & Floor Plan Phase2

P1-3 Plumbing - Demolition Floor Plan & Floor Plan Phase3

P2-1 Plumbing Schedules

Electrical

E0-1 Electrical Cover Sheet

E1-1 Lighting - Main Level Demo RCP & RCP Phase 3

E2-1 Electrical - Demolition Floor Plan & Floor Plan Phase 1

E2-2 Electrical - Demolition Floor Plan & Floor Plan Phase 2

E2-3 Electrical - Demolition Floor Plan & Floor Plan Phase 3

E2-4 Electrical - Roof Plan

E3-1 Electrical Schedules

E3-2 Electrical Details

Site Vicinity

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

1 02-07-25 Response to Comments

REMOVED FROM SCOPE OF WORK

1. Do not scale the drawings. The Contractor shall field verify all dimensions before construction. If there are any discrepancies, the Contractor shall notify the Architect before proceeding with the Work.

2. All dimensions on the drawings are to the face of stud, masonry and foundation walls unless noted otherwise.

3. All angles shown on the plans are 90 degrees unless noted otherwise.

4. Refer to the Reflected Ceiling Plans and Code Plans for fire-rated wall locations.

5. The Contractor shall coordinate and implement all safety measures requested and/or required by the local Fire Marshal, Health Department, Building Officials, and other authorities having jurisdiction on the project.

6. The Contractor shall maintain the security of the building and construction site throughout the entire project.

7. The Contractor shall coordinate all items provided or installed by the Owner or the Owner's Subcontractors so work on those contracts and this may be carried out smoothly.

8. The Contractor shall provide the blocking/backing in walls as required to support all wall-hung accessories, hardware, and cabinets.

9. All penetrations in surfaces exposed to weather, fire walls, surfaces exposed to view, and other similar conditions shall have pipe sleeves or final assemblies fit tight to surrounding construction. Penetrations in fire rated assemblies shall be sealed as required to maintain the integrity of the assembly.

10. The Contractor shall provide a transition strip at all dissimilar floor materials.

11. The Contractor shall provide control joints in walls where gypsum board is placed in alignment with walls of another material.

12. The Contractor shall review the Structural, Mechanical, Electrical, and all other related drawings and documents for additional project requirements. No extras will be allowed for work shown in any part of these drawings or described in any part of the Project Manual.

13. Refer to sheet A3.0 for floor pattern and striping details.

14. Refer to sheet A5.0 for room finish.

15. The Contractor shall patch, repair, and/or paint all existing surfaces affected by construction activities to match adjacent surfaces.

16. The Contractor shall be responsible for patching, leveling, and/or grinding smooth all existing floors for the installation of new flooring materials.

17. The Contractor shall patch, repair and/or repaint all existing walls at conditions where existing fixtures are removed. See Architectural, Mechanical, Plumbing, Electrical, and demolition drawings for locations.

18. The Contractor shall verify rough-in dimensions with the manufacturer for all new, existing, and reused equipment to ascertain that the equipment will fit in the scheduled locations.

19. The Contractor shall notify the Architect immediately regarding damage having potential structural implications and upon encountering any unexpected existing conditions that could affect the work as required by the Construction Documents.

20. Existing doors that are to remain are unnumbered.

21. Shaded areas denote existing building to remain.

General Notes

1. The Contractor shall coordinate and schedule all construction activities with the Owner to allow the Owner to continue to occupy the facility while construction activities are occurring.

2. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. Temporary dust partitions shall be insulated and constructed of metal studs at 24” O.C. Partition shall seal off area of demolition from the passage of dust and noise. Partition shall be of finished and painted Type ‘X’ gypsum board on the visible side.

3. The Contractor shall maintain all existing exit ways and shall not block any exit paths. If an exit path must be blocked, an alternative means of egress shall be provided as approved by the authorities having jurisdiction on the project.

4. The Contractor shall coordinate the salvage of all existing materials, equipment, and fixtures with the Owner. The Owner retains salvage rights to all items removed from the building. Items which the Owner does not wish to keep shall become the property of the Contractor.

5. The Contractor is responsible for properly removing and legally deposing of all demolished items from the site. On site sale, disposal, or incineration of demolished items is not permitted.

6. The existing utilities are to remain in service and protected against damage during demolition activities. The Contractor shall notify the Owner at least forty-eight hours in advance of any interruptions to utilities.

7. Remove, replace, patch, and repair materials and surfaces cut or damaged during demolition activities, by methods and with materials and using approved contractors so as not to void existing warranties.

8. Protect construction indicated to remain against damage and soiling during demolition activities. The Contractor shall be responsible for repairing and replacing any existing items or conditions that are damaged.

9. The Contractor shall coordinate the removal of existing wall, floor, and ceiling finishes with the Room Finish Schedule.

10. Before removal, document the condition of all existing items scheduled to be salvaged and/or relocated. The Contractor shall disconnect all existing equipment which is to be salvaged and/or relocated and coordinate with the Owner for temporary storage of such items.

11. The Contractor is responsible for the removal of all supports, accessories, and conveyances related to equipment and fixtures shown to be removed on the construction documents.

12. Hazardous materials testing reports are included in project specifications. Limited areas of asbestos are present. If suspected additional hazardous materials are encountered, do not disturb; immediately notify the Architect and the Owner. Hazardous materials shall be removed by the General Contractor.

13. Solid lines on the drawings represent building items to remain.

14. Dashed lines on the drawings represent walls and other items to be removed from the building.

15. The drawings are diagrammatic and may not show all the demolition that is required. The Contractor shall visit the building to document all existing conditions and determine the extent of demolition that will be required to construct the project as it is documented.

Demolition Notes

RCP General Notes

1. Refer to the Mechanical and Electrical drawings for fixtures and equipment not shown here and for mounting locations of items where no ceiling is required or indicated.

2. The Contractor shall center all fire sprinkler heads, fire alarm devices, technology, security, and other mechanical and electrical ceiling devices in the ceiling tiles unless noted otherwise.

3. The Contractor shall submit a layout of all gypsum board ceiling control joints for review prior to proceeding with construction.

4. The Contractor shall center ceiling grids within each space unless noted otherwise.

5. Coordinate the sequence of construction of the various trades in the project to maintain the ceiling heights indicated on the Reflected Ceiling Plans. If there is a discrepancy, notify the Architect before proceeding with the Work.

1. The Contractor shall remove all existing electrical devices when they are affected by existing ceilings to be removed. The wiring shall be capped and maintained for the reinstallation of such devices in the new ceiling.

RCP Demolition Notes

1. The Contractor shall coordinate all electrical and mechanical items that are incorporated into the millwork. Outlets, devices, switches and all other exposed electrical or mechanical items shall not be concealed by the millwork.

2. The Contractor shall provide upper and base cabinet fillers as required or as shown on the drawings. Required filler pieces shall be installed evenly to allow proper operation of drawers and doors.

3. On wall cabinets without a fascia above, the top surface shall be continuous to prevent inaccessible spaces from occurring.

4. The Contractor shall install back panels on all casework unless noted otherwise.

5. The Contractor shall refer to the casework elevations for the hinge swing direction on all single door upper and lower cabinets. Doors that open towards a wall, appliances, etc.

shall be provided with limit chains or door stops.

6. The Contractor shall coordinate the location of electrical punch throughs and grommets with the Architect and the Owner.

7. All semi exposed surfaces shall be covered with a laminate or finished wood surface to match the exposed sides unless noted otherwise. All non-exposed surfaces shall be covered with white melamine unless noted otherwise.

8. All cabinet pulls are noted in the casework specifications and/or finish plans.

9. The Contractor shall provide under counter support brackets as required for proper support of the countertops.

10. All backsplashes shall be 4" h. unless noted otherwise.

11. The Contractor shall verify all equipment sizes with the Owner and the Architect to ensure proper space is allotted. Coordinate the installation and space requirements for all Owner Furnished, Contractor Installed (OFCI) equipment.

12. The Contractor shall coordinate the installation of the casework and appliances to ascertain that there is adequate space provided for all the operable parts to function properly.

Casework Notes

1. The Contractor shall field verify all dimensions before fabrication of window frames. If there are any discrepancies, notify the Architect before proceeding with the Work.

2. The Contractor shall Install safety glazing throughout the project.

3. All exterior glazing shall be insulated, tempered and low ‘E’ glazing, unless noted otherwise.

4. In-Swing Hopper windows and shall have 9" limit stops incorporated.

Window Frame Notes

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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23019

A0.1

General Notes

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

MLR

LMH

© 2025

Lab Upgrades

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

1 02-07-25 Response to Comments

S SS

1F 1F1F

DW

Building Information:

Building was built in 1987 and compliant with the codes used at that time.

Codes Used: 2018 IBC 2018 IPC

2018 IECC 2018 IFC

2023 NEC 2018 IFGC

2018 IMC 2009 ICC/ANSI A117.1

2018 IEBC 2018 IPMC

IECC 2018 - Climate Zone 6B

Occupancy Classification: B (existing, no proposed change)

Construction Type: Type II-B, non-sprinklered (existing, no proposed change)

Code Analysis Approach:

The existing building is being remodeled under the Work Area Method: Alteration - Level 2 of the 2018 IEBC, Chapter 8. No additional square footage is being added as part of the project.

Laboratory 540 SF <15% Total Area of Administrative Building: 3,720 SF

Light well / Mechanical chase does not need to be enclosed in a fire rated shaft because the roof/ceiling is not rated. However, the space around the duct needs to be fire sealed.

(716.6.3)

There is no combustible attic spaces in the addition, therefore no draftstopping required.

Code Analysis

Room & Area Number

Room & Area Name

Room & Area Occupancy

Net Room & Net Area As Required Per Code

Room & Area Use Group

Room Use Occupancy Load

Egress Component Capacity

Maximum Travel Distance From Furthest Point ( Use This Tag In Conjunction With The 'Egress Distance' Schedule For Totaling Of All Paths)

56'-0"

Smoke

1 - Hour Fire

FEC

FEW

Fire Extinguisher & Cabinet

Fire Extinguisher & Wall Mounting Bracket

Code Legend

Rm. No. Room Name

Factor Area Occ.

101 NAME

150 SF #OccTYPE

PATH

Occupant Load of Room Exit

Travel Path

Subtotal Occupant Load

X1

XSub

XXAct

XXMax

Actual Total Occupant Load at Exit

Maximum Total Required Occupant Load at Exit

Direction of Exit

FEW

Rm. No. Room Name

Factor Area Occ.

538 SF

209 Lab

4150G Rm. No. Room Name

Factor Area Occ.

149 SF

208 Electrical Room

1300G

Rm. No. Room Name

Factor Area Occ.

127 SF

205 Office

1150G

Rm. No. Room Name

Factor Area Occ.

376 SF

214 Control Room

3150G

Rm. No. Room Name

Factor Area Occ.

98 SF

214E Office

1150G

Rm. No. Room Name

Factor Area Occ.

101 SF

214D Office

1150G

Rm. No. Room Name

Factor Area Occ.

122 SF

214A Library Plan Rm

1150G

Rm. No. Room Name

Factor Area Occ.

53 SF

214B Elec./ Water

1300G

Rm. No. Room Name

Factor Area Occ.

54 SF

214C Laundry

1300G

Rm. No. Room Name

Factor Area Occ.

1483 SF

215 Headworks

6300G

Rm. No. Room Name

Factor Area Occ.

605 SF

228 Break Room

AREA OF WORK

LAB REMODEL

EXISTING

BUILDING TO

REMAIN

AREA OF WORK

NEW WINDOWS

& DOOR

N

AREA OF WORK

BAR SCREEN &

GRIT CHAMBER

REMOVED FROM

SCOPE OF WORK

/2

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5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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23019

A0.2

Code Plan, Analysis, & Legend

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

JJ/MLR

LMH

© 2025

1/8" = 1'-0"

Main Level Code Plan

1" = 40'-0"

Key Plan

N Phase 3 shown

Lab Upgrades

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

STATEMENT OF SPECIAL INSPECTIONS

This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: Structural

The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities.

The inspectors and testing agencies shall be engaged by the Owner or the Owner’s Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work.

Reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge.

Report Frequency: Within 48 hours of inspection, unless indicated otherwise.

A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy.

Job site safety and means and methods of construction are solely the responsibility of the Contractor.

The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested.

Key for Minimum Qualifications of Inspection Agents:

When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule.

PE/SE Structural Engineer – a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer – a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training – a graduate engineer who has passed the Fundamentals of Engineering examination

American Concrete Institute (ACI) Certification ACI-CCI Concrete Construction Inspector

American Welding Society (AWS) Certification AWS-CWICertified Welding Inspector AWS/AISC-SSICertified Structural Steel Inspector

American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician – Level II or III

International Code Council (ICC) Certification ICC-SWSI Structural Steel and Welding Special Inspector

Quality Assurance Plans

Quality Assurance for Seismic Resistance Seismic Design Category: C Quality Assurance Plan Required: No

Quality Assurance for Wind Requirements Basic Wind Speed Vasd (3 second gust): 85 mph Basic Wind Speed Vult (3 second gust): 110 mph Wind Exposure Category: B Quality Assurance Plan Required: No

Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility.

Prepared by:

EOR NAME / Signature Date

Owner's Authorization:

Signature Date

Building Official's Acceptance:

Signature Date

STEEL SPECIAL INSPECTION (2018 IBC 1705.2 & 1705.12.1)

ITEM

REQUIRED

QUALIFICATIONS FREQUENCY DETAILED INSTRUCTIONS

PERIODIC TEST

OR INSPECTION

FREQUENCY

STEEL INSPECTION NOTES AND

DEFINITIONS:

Observe The inspector shall observe these items on a random basis.

Operations need not be delayed pending these inspections.

Perform These tasks shall be performed for each item, instance, member, or connection unless noted otherwise

Document Document all inspection tasks as required by AISC 341-16

FABRICATORS (2018 IBC 1704.2.5 & 1705.10)

In-plant Inspection AWS/AISC-SSI

ICC-SWSI

Required unless Fabricator is approved and follows procedures of 1704.2.5.1

PRIOR TO WELDING (AISC 360-16, TABLE N5.4-1; AISC 341-16, TABLE J6.1)

Verify welding procedures (WPS) and consumable certificates

AWS-CWI ASNT Perform

Material identification AWS-CWI ASNT Observe Verify type and grade of material.

Welder identification AWS-CWI ASNT Observe A system shall be maintained by which a welder who has welded a joint or member can be identified.

Fit-up of fillet welds AWS-CWI ASNT Observe Verify alignment, gaps at root, cleanliness of steel surfaces, and tack weld quality and location.

DURING WELDING (AISC 360-16, TABLE N5.4-2; AISC 341-16, TABLE J6.2)

Use of qualified welders AWS-CWI ASNT Observe Verify that welders are appropriately qualified.

Control and handling of welding consumables

AWS-CWI ASNT Observe Verify packaging and exposure control.

Environmental conditions AWS-CWI ASNT Observe Verify wind speed is within limits as well as precipitation and temperature.

WPS followed AWS-CWI ASNT Observe Verify items such as settings on welding equipment, travel speed, welding materials, shielding gas type/flow rate, preheat applied, interpass temperature maintained, proper position, intermix of filler metals avoided unless approved.

Welding techniques AWS-CWI ASNT Observe Verify interpass and final cleaning, each pass is within profile limitations, and quality of each pass.

AFTER WELDING (AISC 360-16, TABLE N5.4-3; AISC 341-16, TABLE J6.3)

Welds cleaned AWS-CWI ASNT Observe Verify that welds have been properly cleaned.

Size, length, and location of welds AWS-CWI ASNT Perform

Welds meet visual acceptance criteria AWS-CWI ASNT Perform Verify crack prohibition, weld/base-metal fusion, crater cross section, weld profiles and size, undercut, and porosity.

Arc strikes AWS-CWI ASNT Perform k-area AWS-CWI ASNT Perform

Repair activities AWS-CWI ASNT Perform

Document acceptance or rejection of welded joint/member

AWS-CWI ASNT Perform

No prohibited welds have been added without the approval of the EOR

AWS-CWI ASNT Observe

OTHER STEEL INSPECTIONS (AISC 360-16, SECTION N5.8; AISC 341-16, Tables J8.1 & J10.1)

Structural steel details PE/SE Perform All fabricated steel or steel frames shall be inspected to verify compliance with the details shown in the construction documents, such as braces, stiffeners, member locations, and proper application of joint details at each connection.

Anchor rods and other embedments supporting structural steel

ACI-CCI Perform Shall be on the premises during the placement of anchor rods and other embedments supporting structural steel for compliance with construction documents. Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

SCHEDULE OF INSPECTION AND TESTING AGENCIES

SPECIAL INSPECTION AGENCIES FIRM ADDRESS, TELEPHONE, E-MAIL

Special Inspection Coordinator TBD

Inspector TBD

Inspector TBD

Testing Agency TBD

Testing Agency TBD

Continuous TBD

Other TBD

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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S0.1

IBC 2018

STATEMENT OF

SPECIAL

INSPECTION

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

KLB

AJT

Mark Date Description

12-20-24 PERMIT SET

02-07-25 RESPONSE TO

COMMENTS

02/07/2025

AREA OF WORK,

HEADWORKS DEMO AND

REPAIRS FOR NEW

EQUIPMENT

EXISTING

BUILDING TO

REMAIN

HEADWORKS

OFFICES

SLAB, SEE PLAN FOR

THICKNESS, SLAB REINF

NOT SHOWN

AS REQUIRED FOR

EQUIPMENT AND

PIPING, 5" MIN

ANCHOR BOLT

3/4" CHAMFER

#5@12" EW

ROUGHEN SURFACE, CLEAN, AND

APPLY BONDING COMPOUND

M

IN

1/

2" C

LR

ALL AROUND

3" MIN

G R

O U

T , I

F R

E Q

1" M

IN

N

O N

-S H

R

IN

K

LEVELING NUT

LOCK NUT

NOTES:

1. THE HEADWORKS AREA HAS VARIABLE SLAB THICKNESS AND DIFFERENT

REINFORCEMENT ACROSS THE GRADE LEVEL. DO NOT DAMAGE EXISTING SLAB

REINF.

A. FOR NEW EQUIPMENT PADS ON 6" EXISTING SLABS, DRILL INTO EXISTING SLAB

4" DEPTH AT 12" CENTERS AROUND PERIMETER OF EQUIPMENT BASE AND SET

#5 HOOKED DOWELS IN EPOXY GROUT. (4 DOWELS MIN)

B. FOR NEW EQUIPMENT PADS ON EXISTING COMPOSITE DECK SLABS, DRILL

INTO EXISTING SLAB 1 1/2" AT 6" CENTERS AROUND PERIMETER OF EQUIPMENT

BASE AND SET #5 HOOKED DOWELS IN EPOXY GROUT. (4 DOWELS MIN)

2. EQUIPMENT PAD DIMENSIONS SHALL BE AS REQUIRED BY THE EQUIPMENT MFR.

3. ANCHOR BOLTS AS RECOMMENDED BY THE EQUIPMENT MFR. BOLTS SHALL BE

HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT BASE IS BEING CAST.

4. EQUIPMENT BASES SHALL BE INSTALLED LEVEL. TOLERANCE IS 1/16"

5. CONCRETE MIX DESIGN PROPERTIES: f'c = 4,000 PSI @ 28 DAYS, 0.45 W/CM RATIO, 3/4" STONE MAX AGGREGATE, ENTRAPPED AIR ONLY.

6. IF REQUIRED, NON-SHRINK GROUT PROPERTIES: f'c = 4,000 PSI @ 1 DAY, f'c=5,000

PSI @ 7 DAYS

#5 CLOSED

TIES @ 6"

EQUIPMENT BASE

REMOVAL

DEMO EXISTING

CONCRETE EQUIPMENT

PADS AS SHOWN ON PLAN

CLEAN EXPOSED CONCRETE

SURFACES OF DEBRIS

REMOVE CONCRETE AT

EQUIPMENT PADS

BETWEEN 1/4" AND 1/2"

INTO EXISTING SLAB. DO

NOT CUT OR DAMAGE

HORIZONTAL SLAB

REINFORCEMENT

RESTORATION

APPLY BONDING COMPOUND

TO CONCRETE SURFACES

SIKA EZ PATCH MORTAR, OR

EQUAL, FINISHED TO MATCH

ADJACENT SURFACE

S1.0 ________ 1

S1.0

SAWCUT AND REMOVE 6"

SLAB AND/OR EXISTING

GRATING OVER THE

CHANNEL TO EXTEND

OPENING FOR SCREEN

3'

4'

-0

1'

-6

NOTES:

1. ALL DIMENSIONS TO BE FIELD VERIFIED.

A. FOR BIDDING PURPOSES, ASSUMED EQUIPMENT PAD HEIGHTS ARE VARIABLE BETWEEN 6"

AND 2'-0"

2. VERIFY LENGTH OF SAWCUT OVER CHANNEL PER NEW SCREEN MFR REQUIREMENTS.

3. DO NOT OVER CUT NEW OPENINGS IN EXISTING SLAB.

4. CONTRACTOR TO VERIFY THE EQUIPMENT ANCHOR BOLTS ARE COMPATIBLE WITH THE

GIVEN SUBSTRATE.

5. UNLESS NOTED OTHERWISE, EXISTING CONC SLAB IS 6" IN THICKNESS. EXISTING

REINFORCEMENT IS VARIABLE DEPENDING ON LOCATION.

A B

DEMOLISH EQUIPMENT PADS

FOR THE SLUDGE

THICKENERS AND FLOC

TANKS. FINISH SURFACE PER

DETAIL

ASSUME FOR BIDDING

PURPOSE 1'-8" TALL PADS

DEMOLISH EQUIPMENT

PADS FOR THE SLUDGE

THICKENERS AND FLOC

TANKS. FINISH SURFACE

PER DETAIL

ASSUME FOR BIDDING

PURPOSE 1'-8" TALL PADS

3/S1.0

3/S1.0

DEMO EQUIPMENT PADS FOR THE

GRIT CLASSIFIER. FINISH SURFACE

PER DETAIL . ASSUME FOR

BIDDING PURPOSE 1'-0" TALL PADS

3/S1.0

EXISTING COMPOSITE STEEL DECK:

2" CONC W/ WWF 6x6 - W4xW4 ON 2"

METAL DECK

O P

E N

IN

G

L E

N G

T H

9'

EXISTING OPENING FOR EXISTING

SCREEN

DEMOLISH EQUIPMENT

PADS FOR THE SCREEN.

FINISH SURFACE PER

DETAIL , TYP (2),

ASSUME FOR BIDDING

PURPOSE 6" TALL PADS

3/S1.0

EXISTING 1" GRATING

SUPPORTED BY ALUM

SUPPORT MEMBERS

EVALUATE GRATING CONDITION

UNDER THE REMOVED FEEDER

SYSTEM. LOCALIZED REPLACEMENT

GRATING PANEL MAY BE REQUIRED.

MATCH EXISTING GRATING. ASSUME

FOR BIDDING PURPOSES THAT 14 SF

OF GRATING WILL NEED TO BE

REPLACED WITH 1" GALV STEEL

GRATING

4' - 0 1/2"

CORE 6" Ø PENETRATION

VERIFY LOCATION PER

EQUIPMENT MFR. DO NOT

DAMAGE EXISTING BEAM

BELOW.

EXISTING HATCH OPENING

EXISTING PIPE PENETRATION NOT

USED, ROUGHEN EDGES AND FILL

WITH SIKACRETE-211 OR EQUAL.

EXISTING PENETRATION TO

BE REUSED

1' - 6" 4"

1' - 10"

REMOVE DUCT THRU SLAB AND

PATCH PER OR ALT

DETAIL . DEMOLISH

SURROUNDING CURB AND PATCH

PER .3/S1.0

5/S1.1 6/S1.1

#4 @ 12" EW

T O

P

1/ 2"

C

LR

SAWCUT THRU REBAR IN CONC

SLAB AT OPENING PER PLAN AND

COAT EXPOSED BARS W/ TNEMEC

SERIES 435 @ 30 MILS OR EQUAL

2" 2"

6"

INFLUENT CHANNELBYPASS CHANNEL

1 1/2" SERRATED TOP ALUMINUM

GRATING, MATCH FINISHED FLOOR

ELEVATION

ALUMINUM L3x2x1/4 LLV W/ 1/2" Ø SS

ANCHORS @ 18" MAX SPACING AND

EACH END

INFLUENT CHANNELBYPASS CHANNEL

NOTE: CONTRACTOR TO VERIFY THE DEPTH OF

CHANNEL AT THE FOOT OF THE SCREEN IS 8'-9 1/2"

PER MFR REQUIREMENT.

S1.0 ________ 2

S1.0

INSTALL NEW 1 1/2"

ALUMINUM GRATING

OVER CHANNEL,

COORD W/ MFR FOR

OPENING SIZE FOR

SCREEN. VERIFY

GRATING SIZE PER

FIELD MEASURED

CONDITIONS

3'

4'

-0

1-

6"

NOTES:

1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF GRATING

2. ALL NEW EQUIPMENT IS NOT SHOWN. REFER TO MFR DWGS.

A B

NEW ANCHORS AND

GRATING CLIPS TO

GRATING ON A

NEOPRENE RUBBER

VIBRATION PAD AS

REQUIRED BY MFR FOR

FEEDER

9'

1' - 0"2' - 7"

1' - 0" 1' - 4"

8" 5'

4'

2' - 9" 1' - 9"

3"

NEW 5" TALL EQUIPMENT

PADS FOR GRIT CLASSIFIER,

VERIFY DIMENSIONS AND

LOCATIONS WITH MFR, SEE

DETAIL , TYP (3)4/S1.0

3"

A B

S1.0

S1.0

1/

2"

2' - 6"

DEMO AREA

MIN 1/4" SURFACE

AMPLITUDE AFTER

DEMO

2' - 6"

.0

SIKACRETE 211, OR EQUAL, TO PROVIDE

10° SLOPED SURFACE, ALIGN TOP OF

GROUT WITH ELEVATION OF THE

INFLUENT CHANNEL

1" M

IN

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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S1.0

HEADWORKS

DEMOLITION AND

FLOOR PLAN

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

KLB

AJT

NORTH

1" = 40'-0"

KEYPLAN0 2' 4' 32'8' 16'

3/4" = 1'-0"S1.0

EQUIPMENT PAD DETAIL4

0 2' 4' 32'8' 16'

3" = 1'-0"S1.0

CONCRETE SLAB RESTORATION3

0 2' 4' 8' 16'

NORTH

1/8"1/8" = 1'-0"

HEADWORKS DEMO GRADE PLAN

1' 2' 4'0 8'

1/4" = 1'-0"S1.0

CHANNEL DEMO1

1' 2' 4'0 8'

1/4" = 1'-0"S1.0

CHANNEL REPAIR2

NORTH

1/8" = 1'-0"

HEADWORKS NEW GRADE PLAN

NORTH

1/8" = 1'-0"

LOWER LEVEL GRIT PLAN

1' 2' 4'0 8'

1/2" = 1'-0"S1.0

GRIT CHAMBER DEMO5

0 2' 4' 32'8' 16'

1/2" = 1'-0"S1.0

GRIT CHAMBER REPAIR6

Mark Date Description

12-20-24 PERMIT SET

02-07-25 RESPONSE TO

COMMENTS

02/06/2025

SCOPE

REMOVED

FROM

PROJECT

AREA OF WORK,

NEW WINDOWS IN

EXTERIOR WALL

EXISTING

BUILDING TO

REMAINHEADWORKS

OFFICES

STONE SILL, RE: ARCH

INTERIOR EXTERIOR

4" CMU VENEER

4" CMU VENEER

(2) - L7x4x3/8 (LLH) x OPENING WIDTH + 4" BEARING

EACH SIDE, VERT LEGS TIGHT TO FACE OF WALL.

COATING PER ARCH. DO NOT CUT MASONRY

REINFORCEMENT, COPE ANGLES AS REQUIRED WHERE

ANGLE INTERFERES WITH REINFORCEMENT

WINDOW FRAME, RE: ARCH

GLAZING, RE: ARCH

8" CMU

1 1/2" INSULATION

NOTE:

1. FIELD VERIFY, ASSUMED THICKNESS OF WALL SECTION PER COMPONENTS AS

NOTED ABOVE. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES EXIST.

1/2" AIR VOID

3/16 2-12

1/4" COVER PL TO

ANGLE

8" STRUCTURAL CMU

INTERIOR

EXTERIOR

GLAZING & FRAME,

RE: ARCH

STONE SILL BELOW,

RE: ARCH

3/8" BENT PLATE, FULL HEIGHT OF OPENING

AND FULL WIDTH OF WALL SECTION, WRAP 2"

AROUND INTERIOR BLOCK TIGHT TO FACE OF

WALL.

DO NOT DAMAGE REINF IN

GROUTED CELLS AT JAMBS

NOTE:

1. FIELD VERIFY THICKNESS OF WALL SECTION FOR PROCUREMENT

OF BENT PLATE

8" STRUCT CMU BLOCK

4" CMU VENEERSTONE SILL BELOW,

RE: ARCH

3/8" Ø TITEN HD COUNTERSUNK HEAD ANCHOR

W/ 2 3/8" EMBED INTO GROUTED OR HOLLOW

CELLS @ 16" MAX SPACING. 3 13/16" MIN EDGE

DIST, 1 3/4" MIN DIST TO BED JOINT.

REMOVE (E) CMU

FOR (N) WINDOW

4"

EXISTING WINDOWS TO REMAIN

4"

REMOVE (E) CMU FOR (N)

SILL BLOCK, RE: ARCH

2'

8" 3'

1'

1'

1'

3' - 4"

2/S1.1

2/S1.1

DO NOT CUT MASONRY

REINFORCEMENT, COPE

ANGLES AS REQUIRED

WHERE ANGLE

INTERFERES WITH

REINFORCEMENT

ANTICIPATED LOCATION/SPACING OF

REINFORCED GROUTED CELLS,

CONTRACTOR TO CONFIRM GROUTED

CELL EXISTS BETWEEN PROPOSED

WINDOW LOCATIONS, CONTACT

ENGINEER OF RECORD OTHERWISE

3/S1.13/S1.1

REMOVE (E) CMU

FOR (N) WINDOW

REMOVE (E) CMU FOR (N)

SILL BLOCK, RE: ARCH

10' - 0"

NOTES:

1. ASSUMED #4 @ 32" REBAR SPACING.

2. ASSUMED JAMB DESIGN FOR THE 10'-0" WINDOW ABOVE IS SUFFICENT FOR ADDITION

OF OPENINGS BELOW.

A. CONTRACTOR TO IDENTIFY GROUTED CELLS AT JAMB TO VERIFY.

3. INSTALLATION STEPS:

A. SAWCUT BED JOINT FOR ANGLES

B. INSTALL ANGLES AND WELD TOGEHER WITH CLOSURE PLATE.

C. DEMO AND REMOVE CMU BLOCK BELOW ANGLES AS SHOWN. DO NOT OVERCUT.

0"

ALIGN NEW WINDOWS WITH EXISTING WINDOW ABOVE

EXISTING OPENING

SUPPORT FRAME (IF EXISTS)

EXTEND DECK TO NEAREST

ROOF BEAM/JOIST IF FRAME

IS NOT PRESENT

DEMO SKYLIGHT & REPLACE WITH

INSULATION AND ROOF

MEMBRANE EQUIVALENT AND

COMPATIBLE WITH EXISTING

ROOFING MATERIALS

EXTENT OF NEW DECK

PENETRATION

EXISTING ROOF

1 1/2" MIN BEARING, TYP

NOTES:

1. FOR LOCATION OF SKYLIGHTS TO BE INFILLED, RE: ARCH.

2. FIELD VERIFY EXISTING DECK IS 1 1/2"x 22 GA ROOF DECK.

3. FILL OPENING WITH NEW DECK MATCHING EXISTING, FASTEN TO EXISTING

DECK ALONG PERIMETER WITH #10 SDST SCREWS @ 6"

4. INSTALL EQUIVALENT AND COMPATIBLE INSULATION AND ROOFING

MATERIALS ABOVE DECKING, UNLESS NOTED OTHERWISE.

INFILL WITH

SIKACRETE-211 OR

EQUAL AT EXISTING

DUCT OPENING

MIN

6" EXISTING OPENING

MIN

6"

NOTES:

1. FIELD VERIFY EXISTING DECK SIZE AND GAUGE. MATCH NEW DECK WITH

EXISTING.

2. COVER OPENING FROM UNDERSIDE OF OPENING AND LAP 6" MINIMUM WITH

NEW DECK. FASTEN TO EXISTING DECK ALONG PERIMETER WITH TAPCON

3/16"Øx2 1/4" TAPCON STAINLESS SCREW @ 12" MAX SPACING AT

PERIMETER FROM BOTTOM OF DECK FLUTES.

EXTENT OF NEW DECK

LAP NEW 2"

COMPOSITE DECK

WITH EXISTING

L3x2x3/16 (LLH) CONT

NEW SLAB ON 2" DECK, TOTAL SLAB

THICKNESS INCLUDING DECK FLUTES = 4".

CONT L6x4x5/16 (LLH) AT 4 SIDES OF

INFILL, ATTACH TO EXISTING CONCRETE

SLAB W/ 3/16"Øx2 1/4" TAPCON STAINLESS

SCREW @ 12"

EXISTING CONCRETE SLAB

ON DECKING

3/16 2-12

TYP

SHORTEST DIMENSION

2' - 0" MAX IN

3"

0 2' 4' 32'8' 16'

1 1/2" = 1'-0"S1.1

WINDOW HEAD AND SILL2

0 2' 4' 32'8' 16'

1 1/2" = 1'-0"S1.1

WINDOW JAMB3

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

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21918

S1.1

OFFICE WINDOWS

ADDITION

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

KLB

AJT

NORTH

1" = 40'-0"

KEYPLAN

0 2' 4' 32'8' 16'

3/4" = 1'-0"S1.1

ELEVATION OF NEW WINDOW OPENINGS1

NO SCALES1.1

TYP ROOF DECK REPAIR4

Mark Date Description

12-20-24 PERMIT SET

02-07-25 RESPONSE TO

COMMENTS

3/4" = 1'-0"S1.1

COMPOSITE DECK REPAIR5

3/4" = 1'-0"S1.1

ALT COMPOSITE DECK REPAIR6

02/06/2025

D W

D W

DW

D W

DW

AREA OF WORK

LAB REMODEL

EXISTING

BUILDING TO

REMAIN

AREA OF WORK

NEW WINDOWS

& DOOR

N

AREA OF WORK

BAR SCREEN &

GRIT CHAMBER

REMOVED FROM

SCOPE OF WORK

D.2

Storage

390 SF

Lab

D.1

212A

Shower 212C

Toilet

Janitor

Bathroom &

Shower 214D

Hall

Hall 207Headworks

D.3 D.5

D.4

PHASE 2

AREA OF WORK

PHASE 3

AREA OF WORK

D.18

1.1

1.2

Janitor

Shower 212C

212A Toilet

Storage

390 SF

Lab

Hall

Hall

1.4 1.5

1.6

PHASE 2

AREA OF WORK

PHASE 3

AREA OF WORK

1.10 1.12

Bathroom &

Shower 214D

Headworks

1.9

A5.0 31

12' - 10" V.I.F.

V .I .F

9' - 10" 3' - 0"

1.19

L E N

G T H

6' LENGTH

1.8

1.22

"1.23

1.25

Existing Construction To Be Removed

Existing Construction To Remain

Shaded Area Not In Contract

Phase 2 Area of Work

Phase 3 Area of Work

Demolition Legend

Office 214E

Office 214F

A5.0

01 01 1.161.16

3' - 4" 3' - 4" 3' - 4"

10' - 0"

Vestibule

A5.0

Office 214E

Office 214F

D.17 D.17

ALIGN TO (E) WINDOW

4' - 8" V.I.F. 3' - 4" 3' - 4" 3' - 4"

D.24

10' - 10" V.I.F.

Vestibule

Library Plan Rm 214A

Elec./ Water 214B

Laundry 214C

Janitor

Shower 212C

212A Toilet

Storage

Lab

Office 214E

Office 214F

Hall

Hall

Hall 214H

PHASE 2

AREA OF WORK

PHASE 3

AREA OF WORK

Bathroom &

Shower 214D

Headworks

1.17

Control Room

RE: S1.0 FOR

SCOPE OF

WORK IN

HEADWORKS

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/2

/2

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.r vt

23019

A1.0

Demolition Floor Plan & Floor Plan - Phase 1

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

JJ

LMH

© 2025

1" = 40'-0"

Key Plan

1/4" = 1'-0"

Main Level Demolition Plan - Phase 1

1/4" = 1'-0"

Main Level Floor Plan - Phase 1

Keynote Legend - Demo Plans

D7.1 REMOVE (E) MECH. DIFFUSERS - RE: HVAC

D7.2 REMOVE (E) CEILING TILE & GRID

D7.3 REMOVE (E) LIGHTS FOR RELOCATION - RE: ELEC.

D7.4 REMOVE (E) WALL

D7.5 REMOVE (E) HOOD VENT DUCTWORK THROUGH TO ROOF

D7.6 REMOVE (E) SKYLIGHTS

D.1 REMOVE (E) SHELVING

D.2 RELOCATE (E) 30" X 30" REFRIGERATOR

D.3 REMOVE (E) FREEZER, RETURN TO OWNER

D.4 RELOCATE (E) ICE MAKER

D.5 REMOVE (E) LOCKER, RETURN TO OWNER

D.6 REMOVE (E) P-LAM. COUNTERTOP

D.7 RELOCATE (E) LAB WASHER

D.8 RELOCATE (E) UNDERCOUNTER REFRIGERATOR

D.9

REMOVE (E) SINK (LIMITED ASBESTOS COATING ON SINK - TO BE DISPOSED

OF PROPERLY)

D.10 REMOVE (E) BASE CABINETS, TYP.

D.11 REMOVE (E) EYEWASH AND SHOWER, RE: PLUMB.

D.13 RELOCATE (E) EQUIPMENT - BY OWNER

D.14 REMOVE (E) DOOR & FRAME

D.16 REMOVE (E) FUME HOOD

D.17

REMOVE PORTION OF (E) EXT. MASONRY WALL FOR NEW WINDOW OPENINGS -

RE: DETAILS FOR STRUCTURAL LINTEL SUPPORT

D.18 REMOVE (E) CABINET HEATER - RE: HVAC

D.19 REMOVE (E) ELECTRICAL PANEL - PHASE 2

D.20 REMOVE (E) UPPER CABINET/SHELVES

D.21 REMOVE (E) LABORATORY DRYING RACK

D.22 REMOVE (E) VCT FLOORING & RUBBER BASE

D.23 REMOVE (E) METAL FRAMED WALL

D.24 REMOVE (E) DOOR. (E) CURTAIN WALL FRAME TO REMAIN

1/4" = 1'-0"

Main Floor Level Plan - Phase 1 Windows and Door

1/4" = 1'-0"

Main Level Demolition Plan - Phase 1 Windows and Door

N

N

N

N

1/8" = 1'-0"

Headworks Scope of Work Floor Plan N

Keynote Legend - Floor Plans

1.1 RELOCATED ICE MAKER UNDER COUNTERTOP

1.2 (N) BUILT-IN 30" D. EPOXY COUNTERTOP & BASE CABS.

1.3 RELOCATED WORKSTATIONS ON (N) 30" D. MOBILE LAB TABLES

1.4 NEW SINK

1.5 NEW EMERGENCY EYEWASH & SHOWER

1.6 RELOCATED 30" X 30" REFRIGERATOR

1.7 (N) 48" FUME HOOD WITH ACID BASE CABINET, RE: MECH.

1.8 (N) 30" D. MOBILE LAB TABLES W/ ATTACHED SHELVING

1.9 (N) 30" x 30" UNDERCOUNTER REFRIGERATOR

1.10 RELOCATED UNDERCOUNTER LAB WASHER

1.11 (N) 30" D. MOBILE LAB TABLES

1.12 (N) 12" D. OPEN METAL SHELVING

1.13 (N) EXHAUST SNORKEL ABOVE FOR MUFFLE FURNACE/OVENS, RE: MECH.

1.14 (N) RUBBER TILE FLOORING -NORA NORAMENT XP & RUBBER BASE

1.15 RELOCATED BALANCE TABLE

1.16 (N) DARK BRONZE ANOD. ALUM. WINDOW, OPERABLE

1.17 PRIMARY BAR SCREEN - RE: STRUCT. FOR EQUIP. SUPPORTS

1.18 NEW ELECTRICAL PANEL - PHASE 2

1.19 NEW LABORATORY DRYING RACK

1.20 3 OVENS WITH HEAT EXHAUST

1.21 CANOPY HOOD - RE: MECH. FOR EXHAUST FAN

1.22 FLOOR DRAIN - RE: PLUMBING

1.23 FRP - 8' H.

1.24 STAINLESS STEEL CORNER GUARDS - 4' H.

1.25 RELOCATE (E) DI WATER GENERATION SYSTEM

Lab Upgrades

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

1 02-07-25 Response to

DW

W

DW

144 SF

Storage Lab

Lab

PHASE 3

AREA OF WORK

1.8

1.7

1.13

212A

Shower 212C

Toilet

Janitor

Bathroom &

Shower 214D

Hall

Hall

Headworks

PHASE 1

AREA OF WORK

A5.0

4' - 0" 5' - 4" 12' - 8" 1' - 0" 19' - 0" V.I.F.

1.18

8' LENGTH

8' LENGTH

LE

N G

T H

6' LENGTH

LE

N G

T H

1.20

1.21

1.11 1.8

AREA OF WORK

LAB REMODEL

EXISTING

BUILDING TO

REMAIN

AREA OF WORK

NEW WINDOWS

& DOOR

N

AREA OF WORK

BAR SCREEN &

GRIT CHAMBER

REMOVED FROM

SCOPE OF WORK

D.6

D.7

D.8

D.9

D.10

D.10

D.13

Lab

Storage Lab

212A

Toilet

Shower 212C

Bathroom &

Shower 214D

Janitor

Hall

Hall 207Headworks

D.13

D.16

D.11

PHASE 3

AREA OF WORK

PHASE 1

AREA OF WORK

D.6

D.6

D.13

D.20

D.20

D.21

D.19

Existing Construction To Be Removed

Existing Construction To Remain

Shaded Area Not In Contract

Phase 2 Area of Work

Phase 3 Area of Work

Demolition Legend

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/2

/2

:3 :2

P

M C

U s e rs \m ru b io \D o c u m e n ts

\2

T e llu ri d e W

W T

P A

C e n tr a l_

M R u b io e id o s a rc h .c o m

.r vt

23019

A2.0

Demolition Floor Plan & Floor Plan - Phase 2

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

JJ

LMH

© 2025

1/4" = 1'-0"

Main Level Floor Plan - Phase 2

1" = 40'-0"

Key Plan

1/4" = 1'-0"

Main Level Demolition Plan - Phase 2 N

N

Keynote Legend - Demo Plans

D7.1 REMOVE (E) MECH. DIFFUSERS - RE: HVAC

D7.2 REMOVE (E) CEILING TILE & GRID

D7.3 REMOVE (E) LIGHTS FOR RELOCATION - RE: ELEC.

D7.4 REMOVE (E) WALL

D7.5 REMOVE (E) HOOD VENT DUCTWORK THROUGH TO ROOF

D7.6 REMOVE (E) SKYLIGHTS

D.1 REMOVE (E) SHELVING

D.2 RELOCATE (E) 30" X 30" REFRIGERATOR

D.3 REMOVE (E) FREEZER, RETURN TO OWNER

D.4 RELOCATE (E) ICE MAKER

D.5 REMOVE (E) LOCKER, RETURN TO OWNER

D.6 REMOVE (E) P-LAM. COUNTERTOP

D.7 RELOCATE (E) LAB WASHER

D.8 RELOCATE (E) UNDERCOUNTER REFRIGERATOR

D.9

REMOVE (E) SINK (LIMITED ASBESTOS COATING ON SINK - TO BE DISPOSED

OF PROPERLY)

D.10 REMOVE (E) BASE CABINETS, TYP.

D.11 REMOVE (E) EYEWASH AND SHOWER, RE: PLUMB.

D.13 RELOCATE (E) EQUIPMENT - BY OWNER

D.14 REMOVE (E) DOOR & FRAME

D.16 REMOVE (E) FUME HOOD

D.17

REMOVE PORTION OF (E) EXT. MASONRY WALL FOR NEW WINDOW OPENINGS -

RE: DETAILS FOR STRUCTURAL LINTEL SUPPORT

D.18 REMOVE (E) CABINET HEATER - RE: HVAC

D.19 REMOVE (E) ELECTRICAL PANEL - PHASE 2

D.20 REMOVE (E) UPPER CABINET/SHELVES

D.21 REMOVE (E) LABORATORY DRYING RACK

D.22 REMOVE (E) VCT FLOORING & RUBBER BASE

D.23 REMOVE (E) METAL FRAMED WALL

D.24 REMOVE (E) DOOR. (E) CURTAIN WALL FRAME TO REMAIN

Keynote Legend - Floor Plans

1.1 RELOCATED ICE MAKER UNDER COUNTERTOP

1.2 (N) BUILT-IN 30" D. EPOXY COUNTERTOP & BASE CABS.

1.3 RELOCATED WORKSTATIONS ON (N) 30" D. MOBILE LAB TABLES

1.4 NEW SINK

1.5 NEW EMERGENCY EYEWASH & SHOWER

1.6 RELOCATED 30" X 30" REFRIGERATOR

1.7 (N) 48" FUME HOOD WITH ACID BASE CABINET, RE: MECH.

1.8 (N) 30" D. MOBILE LAB TABLES W/ ATTACHED SHELVING

1.9 (N) 30" x 30" UNDERCOUNTER REFRIGERATOR

1.10 RELOCATED UNDERCOUNTER LAB WASHER

1.11 (N) 30" D. MOBILE LAB TABLES

1.12 (N) 12" D. OPEN METAL SHELVING

1.13 (N) EXHAUST SNORKEL ABOVE FOR MUFFLE FURNACE/OVENS, RE: MECH.

1.14 (N) RUBBER TILE FLOORING -NORA NORAMENT XP & RUBBER BASE

1.15 RELOCATED BALANCE TABLE

1.16 (N) DARK BRONZE ANOD. ALUM. WINDOW, OPERABLE

1.17 PRIMARY BAR SCREEN - RE: STRUCT. FOR EQUIP. SUPPORTS

1.18 NEW ELECTRICAL PANEL - PHASE 2

1.19 NEW LABORATORY DRYING RACK

1.20 3 OVENS WITH HEAT EXHAUST

1.21 CANOPY HOOD - RE: MECH. FOR EXHAUST FAN

1.22 FLOOR DRAIN - RE: PLUMBING

1.23 FRP - 8' H.

1.24 STAINLESS STEEL CORNER GUARDS - 4' H.

Lab Upgrades

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

Lab

212A

Shower 212C

Bathroom &

Shower 214D

Janitor

Toilet

Hall

Hall

Headworks

1.14

1.15

A5.0

1.31.6

1.18

8' LENGTH

1.8

1.24

BC

BC

BC

BC

B

B

C

C

AA

AREA OF WORK

LAB REMODEL

EXISTING

BUILDING TO

REMAIN

AREA OF WORK

NEW WINDOWS

& DOOR

N

AREA OF WORK

BAR SCREEN &

GRIT CHAMBER

REMOVED FROM

SCOPE OF WORK

D.14

D.6

D.10

212A

Shower 212C

Toilet

Janitor

Bathroom &

Shower 214D

Hall

Hall

Headworks

Lab

D.23

D.22

D.22

D.20

D.20

Existing Construction To Be Removed

Existing Construction To Remain

Shaded Area Not In Contract

Phase 2 Area of Work

Phase 3 Area of Work

Demolition Legend

A

MOBILE CASEWORK SCHEDULE

SYMBOL QUANTITY WIDTH DEPTH HEIGHT CONFIGURATION

B

C

2 18" 24" 28" 3 DRAWER

6 24" 24" 34" 1DRAWER, 1 DOOR

6 24" 24" 34" 4 DRAWER

/2

" Project Number:

5400 Greenwood Plaza Blvd.

Greenwood Village, CO 80111

Phone: 720.200.0630

Consultants:

Project Title:

Sheet Title:

Drawn By:

Checked By:

/2

/2

:3 :2

P

M C

U s e rs \m ru b io \D o c u m e n ts

\2

T e llu ri d e W

W T

P A

C e n tr a l_

M R u b io e id o s a rc h .c o m

.r vt

23019

A3.0

Demolition Floor Plan & Floor Plan - Phase 3

Telluride Wastewater

Treatment Plant

Town of Telluride

Telluride, Colorado

JJ

LMH

© 2025

1/4" = 1'-0"

Main Level Floor Plan - Phase 3

1" = 40'-0"

Key Plan

1/4" = 1'-0"

1. Main Level Demolition Plan - Phase 3 N

N

Keynote Legend - Demo Plans

D7.1 REMOVE (E) MECH. DIFFUSERS - RE: HVAC

D7.2 REMOVE (E) CEILING TILE & GRID

D7.3 REMOVE (E) LIGHTS FOR RELOCATION - RE: ELEC.

D7.4 REMOVE (E) WALL

D7.5 REMOVE (E) HOOD VENT DUCTWORK THROUGH TO ROOF

D7.6 REMOVE (E) SKYLIGHTS

D.1 REMOVE (E) SHELVING

D.2 RELOCATE (E) 30" X 30" REFRIGERATOR

D.3 REMOVE (E) FREEZER, RETURN TO OWNER

D.4 RELOCATE (E) ICE MAKER

D.5 REMOVE (E) LOCKER, RETURN TO OWNER

D.6 REMOVE (E) P-LAM. COUNTERTOP

D.7 RELOCATE (E) LAB WASHER

D.8 RELOCATE (E) UNDERCOUNTER REFRIGERATOR

D.9

REMOVE (E) SINK (LIMITED ASBESTOS COATING ON SINK - TO BE DISPOSED

OF PROPERLY)

D.10 REMOVE (E) BASE CABINETS, TYP.

D.11 REMOVE (E) EYEWASH AND SHOWER, RE: PLUMB.

D.13 RELOCATE (E) EQUIPMENT - BY OWNER

D.14 REMOVE (E) DOOR & FRAME

D.16 REMOVE (E) FUME HOOD

D.17

REMOVE PORTION OF (E) EXT. MASONRY WALL FOR NEW WINDOW OPENINGS -

RE: DETAILS FOR STRUCTURAL LINTEL SUPPORT

D.18 REMOVE (E) CABINET HEATER - RE: HVAC

D.19 REMOVE (E) ELECTRICAL PANEL - PHASE 2

D.20 REMOVE (E) UPPER CABINET/SHELVES

D.21 REMOVE (E) LABORATORY DRYING RACK

D.22 REMOVE (E) VCT FLOORING & RUBBER BASE

D.23 REMOVE (E) METAL FRAMED WALL

D.24 REMOVE (E) DOOR. (E) CURTAIN WALL FRAME TO REMAIN

Keynote Legend - Floor Plans

1.1 RELOCATED ICE MAKER UNDER COUNTERTOP

1.2 (N) BUILT-IN 30" D. EPOXY COUNTERTOP & BASE CABS.

1.3 RELOCATED WORKSTATIONS ON (N) 30" D. MOBILE LAB TABLES

1.4 NEW SINK

1.5 NEW EMERGENCY EYEWASH & SHOWER

1.6 RELOCATED 30" X 30" REFRIGERATOR

1.7 (N) 48" FUME HOOD WITH ACID BASE CABINET, RE: MECH.

1.8 (N) 30" D. MOBILE LAB TABLES W/ ATTACHED SHELVING

1.9 (N) 30" x 30" UNDERCOUNTER REFRIGERATOR

1.10 RELOCATED UNDERCOUNTER LAB WASHER

1.11 (N) 30" D. MOBILE LAB TABLES

1.12 (N) 12" D. OPEN METAL SHELVING

1.13 (N) EXHAUST SNORKEL ABOVE FOR MUFFLE FURNACE/OVENS, RE: MECH.

1.14 (N) RUBBER TILE FLOORING -NORA NORAMENT XP & RUBBER BASE

1.15 RELOCATED BALANCE TABLE

1.16 (N) DARK BRONZE ANOD. ALUM. WINDOW, OPERABLE

1.17 PRIMARY BAR SCREEN - RE: STRUCT. FOR EQUIP. SUPPORTS

1.18 NEW ELECTRICAL PANEL - PHASE 2

1.19 NEW LABORATORY DRYING RACK

1.20 3 OVENS WITH HEAT EXHAUST

1.21 CANOPY HOOD - RE: MECH. FOR EXHAUST FAN

1.22 FLOOR DRAIN - RE: PLUMBING

1.23 FRP - 8' H.

1.24 STAINLESS STEEL CORNER GUARDS - 4' H.

Lab Upgrades

Mark Date Description

12-04-24 100% CDs

12-20-24 Permit Set

5.4

5.12

5.10

5.2

5.5

5.1

5.16

2' - 0" 3' - 0"

5.17

6' - 0"

MIN.

1' - 3"

5.18

5.8

5.21

5.5

5.21

5.6

5.9

6' - 0"

5.8

5.21

6' - 0"

5.4

5.2

5.6 5.8

5.17

5.21

6' - 0"

5.3 5.8

5.13

5.19

5.20

5.21

6' - 0"

5.8

5.15

CAP FUME HOOD -

REMOVAL IN PHASE 3

5.8

5.22

4' - 0"

5.75.8

CAP FUME HOOD -

REMOVAL IN PHASE 3

8' - 0"

5.13

5.35.7

5.19

5.20

5.21

6' - 0"

5.115.145.3

5.21

5' - 6" 5' - 6"8' - 0"

3' - 4" 3' - 4" 3' - 4"

ALIGN TO (E) WINDOWS

10' - 0" V.I.F.

1" INSUL. TINTED

LOW-E GLAZING, TYP.

DARK BRONZE ALUM.

WDW., TYP.

NEW SILL BLOCK

(E) WDWS. TO REMAIN

(E) INTERIOR WALL

TO REMAIN

OPERABLE HOPPER

WDW., TYP.

A5.0

A5.0

A5.0

NOTE: WINDOW GLAZING TO HAVE U-VALUE

OF .43 MAX. AND SHGC OF .40 MAX.

SHIM AS REQ'D.,

SEALANT &

BACKERROD ALL

SIDES, TYP.

STL. ANGLE, PT. -

RE: STRUCT.

PATCH/PT. CMU ON

INT. SIDE AS REQ'D.

(E) 4" CMU VENEER W/

AIR SPACE ON (E)

INSUL. ON (E) 8" CMU

DARK BRONZE

ALUM. WDW., TYP.

EXTERIORINTERIOR

(E) 4" CMU VENEER W/ AIR

SPACE ON (E) INSUL. ON (E)

8" CMU

SEALANT (BOTH SIDES)

SLOPED SOLID CMU

SILL BELOW

PATCH/PT. CMU ON

INT. SIDE AS REQ'D.

BENT PLATE, PT. -

RE: STRUCT.

DARK BRONZE ALUM.

WDW., TYP.

EXTERIORINTERIOR

3/8" DIA. ANCHOR,

RE: STRUCT.

SEALANT (BOTH SIDES)

PREFIN. MTL. FLASHING

SLOPED SOLID CMU SILL

FLEXIBLE MEMBRANE FLASHING

WITH END DAMS

(E) 4" CMU VENEER W/ AIR

SPACE ON (E) INSUL. ON (E)

8" CMU

PATCH/PT. CMU ON

INT. SIDE AS REQ'D.

2'-0" AFF

1/2" TH. SOLID SURFACE SILL

DRIP EDGE1/2"

CONC.