Mount Evans SWA - 2017 Shop Restroom Facility - Division II - Drawings.pdf

PDF 2 MB Posted Jul 26, 2018

Attached to: PMAA, 5501, Mount Evans SWA - Shop Restroom Facility
Solicitation number: DQ1 PMAA 2019000077 1
Issued by: Clear Creek County, Denver City, Colorado

About this file

Written by GovTribe AI · Mar 13, 2026

This is a set of architectural drawings for a state and local contract opportunity issued by Colorado Parks and Wildlife for the construction of a shop restroom facility at Mount Evans State Wildlife Area (SWA) in Evergreen, Colorado. The project, identified as CPW Project No. C18NE6 and funded under appropriations code PC002INFP from Fund 4100, involves the design and construction of a new ADA-compliant restroom building. A pre-bid conference is scheduled for Wednesday, August 1 at 1:00 p.m., with bid opening set for Wednesday, August 15 at 1:00 p.m. The facility will be constructed at 4720 Upper Bear Creek Road, Clear Creek County, Colorado (latitude 39°37'19" N, longitude 105°28'10" W), approximately 6.5 miles west of Evergreen Lake via Highway 74 and Upper Bear Creek Road. The project must accommodate design snow loads of 65 psf and design wind speeds of 100 mph.

The drawings comprise nine sheets detailing the complete facility design, including overall site plans, facility site plans, floor plans, sections, and elevations. The restroom facility will include an ADA-compliant toilet (Kohler Corbelle K-3814), ADA sink (Kohler Greenwich K-2032), prefabricated ADA shower (Aquatic 1363BFS), propane wall heater (Williams Blue-Flame 1096513.9), propane water heater (Rheem RTGH-68DVLP-2), grab bars (Bobrick B-6806 Series), mirror (Bobrick B-165 Series), and bathroom faucet (Kohler Lilyfield K-R78046-4D). The building will be constructed with a 4-inch concrete slab foundation with curbing, 2x6 exterior wall framing, standing seam metal roofing, fiber cement board siding, and FRP paneling interior finish. Utility connections include a 4-inch sanitary sewer line (230 feet total length) tied into the existing residential line, water line connection to existing pressure tank, propane line connection to overhead supply, and electrical service connection to the existing breaker panel. Key project contacts include Regional Engineer Dave Coffman (303-291-7407) and Design Engineer Aaron Boonstra (303-291-7176).

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Other files

File	Type	Posted
Non-Mandatory Prebid Conference Agenda - Mount Evans SWA - Shop Restroom Facility.pdf	PDF	Jul 26, 2018
Mount Evans SWA - 2017 Shop Restroom Facility - Division I - Specifications.pdf	PDF	Jul 26, 2018
2018 CPW GCs.pdf	PDF	Jul 26, 2018
PO_Terms_&_Conditions_1-1-09.pdf	PDF	Jul 26, 2018

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Mount Evans SWA - Shop Restroom Facility

DIVISION II – DRAWINGS

FUND 4100

APPR. CODE PC002INFP

PROJECT I.D. NO. C18NE6

PRE-BID CONFERENCE: Wednesday, August 1 at 1:00 p.m.

BID OPENING: Wednesday, August 15 at 1:00 p.m.

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TABLE OF CONTENTS

Mount Evans SWA - Shop Restroom Facility

CPW Project No.: C18NE6

COVER SHEET SHEET 1

OVERALL SITE PLAN SHEET 2

FACILITY SITE PLAN SHEET 3

FACILITY PLANS SHEET 4

FACILITY PLANS SHEET 5

FACILITY SECTIONS SHEET 6

FACILITY SECTIONS SHEET 7

FACILITY ELEVATIONS SHEET 8

FACILITY ELEVATIONS SHEET 9

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

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C18NE6

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AutoCAD SHX Text FOR BURIED UTILITY INFORMATION CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) OR COMMON GROUND ALLIANCE (CGA)

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PROJECT LOCATION

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MILES

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PROJECT LOCATION

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PROJECT LOCATION

AutoCAD SHX Text Project Location: MOUNT EVANS SWA : MOUNT EVANS SWA Address: 4720 Upper Bear Creek Road 4720 Upper Bear Creek Road Evergreen CO, 80439 Evergreen CO, 80439 Clear Creak County Latitude: 39 37'19" N 39°37'19" NLongitude: 105 28'10" W 105°28'10" WDesign Snow Load: 65psf Design Wind Speed: 100mph Project Directions: From Denver, take I-70 West to : From Denver, take I-70 West to Evergreen Pkwy. exit; go 6 miles South on Hwy. 74 to Evergreen Lake; turn right on Upper Bear Creek Rd. go 6.5 miles West; turn right again on Upper Bear Creek Rd. (CR 480) and go 3 miles, following signs for SWA.

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PARKS & WILDLIFE PROJECT CONTACTS

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ENGINEERING SECTION

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PROPERTY TECHNICIAN, WILL SPENCE

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REGIONAL ENGINEER, DAVE COFFMAN

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DESIGN ENGINEER, AARON BOONSTRA

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AutoCAD SHX Text A1 - Cover Sheet

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MOUNT EVANS SWA

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2017 SHOP RESTROOM FACILITY

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C18NE6

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EXISTING STORAGE BUILDING

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PROPOSED RESTROOM FACILITY

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EXISTING RESIDENCE

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EXISTING BREAKER PANEL INSIDE BUILDING

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EXISTING TANK

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EXISTING CHICKEN COOP

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INSTALL "Y" FITTING AT INTERSECTION TO PREVENT BACKFLOW INTO RESIDENCE

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MOUNT EVANS SWA

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C18NE6

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PROPOSED ELECTRIC SERVICE LINE, CONNECT TO EXISTING BREAKER PANEL

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WATER PRESSURE TANK HOUSING

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OVERHEAD PROPANE LINE

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PROPOSED WATER LINE, CONNECT TO EXISTING WATER PRESSURE TANK DISTRIBUTION LINE

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EXISTING WATER PRESSURE TANK

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PROPOSED GAS LINE, CONNECT TO EXISTING OVERHEAD PROPANE LINE

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PHOTO #1

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BREAKER PANEL

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CLASS III SOILS.

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BEDDING, HAUNCHING, INITIAL BACKFILL AND

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FINAL BACKFILL TO BE CLASS II OR

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3'-0" COVER MINIMUM.

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MAINTAIN 2% MINIMUM SLOPE TO BUILDING WITH

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EXISTING GROUND

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FOUNDATION

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HAUNCHING

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TRENCH DETAIL

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EXISTING BOLLARD, TYP. OF (2)

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4" SCH 40 PIPE TOEXISTING SEPTIC LINE, SEE SHEET A2

PENETRATIONS TO BE ALLOW FOR EXPANSION AND CONTRACTION AND SEALED FROM WEATHER

VITREOUS CHINALAVATORYGREENWICHK-2030

K-3814CORBELLETOILETVITREOUS CHINA

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MOUNT EVANS SWA

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AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. SLOPE SLAB TO FLOOR DRAIN AT A MINIMUM OF 1%. MAINTAIN CONSTANT SLAB THICKNESS. SLOPE SLAB TO FLOOR DRAIN AT A MINIMUM OF 1%. MAINTAIN CONSTANT SLAB THICKNESS. 2. 4" THICK CONCRETE SLAB. REINFORCE WITH #4 @24" O.C. EA WAY WITH STD. 90 HOOK BOTH ENDS.4" THICK CONCRETE SLAB. REINFORCE WITH #4 @24" O.C. EA WAY WITH STD. 90° HOOK BOTH ENDS.

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FOUNDATION PLAN

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MAIN LEVEL FRAMING PLAN

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EDGE OF FOUNDATION

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2" THICK RIGID INSULATION (R-10) ATTACHED TO FOUNDATION

AutoCAD SHX Text MAIN LEVEL FRAMING PLAN NOTES: 1. DOOR AND WINDOW DIMENSIONS ARE TO THE CENTERLINE. ALL OTHER DIMENSIONS ARE TO FACE OF 2X STUD WALLS. DOOR AND WINDOW DIMENSIONS ARE TO THE CENTERLINE. ALL OTHER DIMENSIONS ARE TO FACE OF 2X STUD WALLS. 2. ATTACH PRESSURE TREATED SILL PLATES TO FOUNDATION CURB WITH " X 12" J-BOLT AT EACH END OF WALL SECTION (12" ATTACH PRESSURE TREATED SILL PLATES TO FOUNDATION CURB WITH " X 12" J-BOLT AT EACH END OF WALL SECTION (12" 12" X 12" J-BOLT AT EACH END OF WALL SECTION (12"MAX, 4" MIN. FROM END) AND AT 48" O.C. MAX BETWEEN. 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFL#2 @24" O.C. MAX. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFL#2 @24" O.C. MAX. 4. INTERIOR WALLS TO BE FRAMED WITH 2X4 DFL#2 @24" O.C. MAX. INTERIOR WALLS TO BE FRAMED WITH 2X4 DFL#2 @24" O.C. MAX. 5. EXTERIOR WALL SHEATHING TO BE " OSB OR PLYWOOD. NAIL WALL SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH EXTERIOR WALL SHEATHING TO BE " OSB OR PLYWOOD. NAIL WALL SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH 12" OSB OR PLYWOOD. NAIL WALL SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH 8d @12" O.C. IN THE FIELD. 6. OPENINGS SHALL HAVE A MINIMUM OF (1) TRIMMER STUD AND (1) KING STUD. OPENINGS SHALL HAVE A MINIMUM OF (1) TRIMMER STUD AND (1) KING STUD. 7. HEADERS OVER OPENINGS TO BE (2) 2X6 DFL#2 WITH 2" RIGID INSULATION. HEADERS OVER OPENINGS TO BE (2) 2X6 DFL#2 WITH 2" RIGID INSULATION. 8. BLOCK BETWEEN STUDS WITH 2X FOR THE ATTACHMENT OF THE GRAB BARS, SINK, WATER HEATER, ETC.BLOCK BETWEEN STUDS WITH 2X FOR THE ATTACHMENT OF THE GRAB BARS, SINK, WATER HEATER, ETC.

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ADA COMPLIANT TOILET

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TANKLESS HOT WATER HEATER

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PREFABRICATED ADA SHOWER

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TOILET GRAB BARS

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ADA COMPLIANT MIRROR

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3070 INSULATED DOOR WITH DEADBOLT LOCK

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ADA COMPLIANT SINK

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FLOOR DRAIN

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6" TALL X 6" WIDE CONCRETE CURB AROUND PERIMETER

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NOTCH CURB FOR DOOR OPENING

NOTE 2

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

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ARB

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C18NE6

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A5 - FACILITY PLANS

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AutoCAD SHX Text ROOF FRAMING PLAN NOTES: 1. ROOF SHEATHING TO BE " OSB OR PLYWOOD OVER 2X12 JOISTS @24" O.C. MAX. ORIENT SHEATHING WITH LONG DIMENSION ROOF SHEATHING TO BE " OSB OR PLYWOOD OVER 2X12 JOISTS @24" O.C. MAX. ORIENT SHEATHING WITH LONG DIMENSION 58" OSB OR PLYWOOD OVER 2X12 JOISTS @24" O.C. MAX. ORIENT SHEATHING WITH LONG DIMENSION ORIENT SHEATHING WITH LONG DIMENSION PERP. TO 2X JOISTS. STAGGER SHORT DIMENSION JOINTS BY HALF OF SHEATHING LENGTH. NAIL ROOF SHEATHING WITH 8d @6" NAIL ROOF SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH 8d @12" O.C. IN THE FIELD.

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ROOF FRAMING PLAN

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UTILITIES PLAN

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AutoCAD SHX Text UTILITIES NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLUMBING AND ELECTRICAL LAYOUT DRAWINGS FOR STATE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLUMBING AND ELECTRICAL LAYOUT DRAWINGS FOR STATE PERMITS. ELECTRICAL CIRCUITS SHALL BE LABELED APPROPRIATELY AS WELL AS LABELS AT EACH OUTLET IDENTIFYING WHICH CIRCUIT THEY ARE CONNECTED TO.

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STANDING SEAM METAL ROOF, HEM EAVE AND RAKE EDGES

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HEADER OVER OPENING, SEE MAIN LEVEL FRAMING PLAN NOTES

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2X JOIST, SEE ROOF FRAMING PLAN NOTES

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2X STRUCTURAL SUB-FASCIA AT RAKE ENDS, MATCH JOIST SIZE AND GRADE

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2X STRUCTURAL SUB-FASCIA AT EAVE ENDS, MATCH JOIST SIZE AND GRADE

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FULL CUT-OFF LED LIGHT WITH PHOTOCELL SENSOR

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20 AMP GFCI OUTLET, TYP. OF (3)

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2X WALL FRAMING BELOW

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4" SCH 40 PIPE TOEXISTING SEPTIC TANK, SEE SHEET A2

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EXISTING MAINTENANCE BUILDING

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PROPOSED GAS LINE, CONNECT TO EXISTING OVERHEAD PROPANE LINE, SEE SHEET A3

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PENETRATIONS TO BE ALLOW FOR EXPANSION AND CONTRACTION AND SEALED FROM WEATHER

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PREFABRICATED ADA SHOWER (AQUATIC 1363BFS)

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 36" LONG12" X 36" LONG

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ADA TOILET (KOHLER CORBELLE K-3814)

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ADA SINK (KOHLER GREENWICH K-2032)

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PROPANE WALL HEATER (WILLIAMS BLUE-FLAME 1096513.9)

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ADA BATHROOM FAUCET (KOHLER LILYFIELD K-R78046-4D)

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 42" LONG12" X 42" LONG

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MIRROR (BOBRICK B-165 SERIES) 24" WIDE X 36" DEEP

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 18" LONG12" X 18" LONG

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PROPANE WATER HEATER (RHEEM RTGH-68DVLP-2)

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ADA TOILET (KOHLER CORBELLE K-3814)

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ADA SINK (KOHLER GREENWICH K-2032)

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PROPANE WALL HEATER (WILLIAMS BLUE-FLAME 1096513.9)

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 42" LONG12" X 42" LONG

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 18" LONG12" X 18" LONG

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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DATE

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PROJECT NO.

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SHEET NO.

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

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ARB

AutoCAD SHX Text 06/18

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ARB

AutoCAD SHX Text 06/18

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C18NE6

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A6 - FACILITY SECTIONS

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OF 9

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SCALE IN FT

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SECTION

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SCALE IN FT

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SECTION

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PAD PLUMBING FOR ADA COMPLIANCE

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BUILDING SECTION LEGEND:

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BUILDING SECTION LEGEND:

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WALL SHEATHING EDGE NAILING AT SILL PLATE

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EXTERIOR BUILDING PAPER

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FIBER CEMENT BOARD SIDING

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ANCHOR BOLT

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PRESSURE TREATED 2X SILL PLATE OVER FOAM GASKET

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METAL FLASHING W/DRIP LEG

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(2)#4 HORIZ., CONT. AROUND CORNERS WITH #4 X 2'-0" X 2'-0"

AutoCAD SHX Text 6mil POLY VAPOR BARRIER, WRAP UNDER THICKENED EDGES

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CAVITY INSULATION (R-20 MIN.)

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UNDISTURBED SOIL

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ROOF SHEATHING EDGE NAILING AT 2X BLOCKING

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ROOF UNDERLAYMENT

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METAL ROOF, HEM EAVE AND RAKE EDGES

AutoCAD SHX Text 2X BLOCKING BETWEEN OUTLOOKERS, TOENAIL TO TOP W/ 16d @6" O.C.

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WALL SHEATHING EDGE NAILING AT TOP PLATE

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DOUBLE TOP PLATE

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METAL DRIP CAP

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FASCIA BOARD

AutoCAD SHX Text 2X OUTLOOKER, NAIL TO JOIST WITH (3)16d

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2X STRUCTURAL SUBFASCIA

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SOFFIT BOARD

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CAVITY INSULATION (R-38 MIN.)

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FRP PANELING OVER " 12" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

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FRP PANELING OVER 58" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

AutoCAD SHX Text 2X BLOCKING BETWEEN JOIST, TOENAIL TO TOP PLATE WITH 16d @6" O.C.

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SIMPSON H2.5A HANGER AT EACH JOIST

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ROOF JOIST, SEE ROOF FRAMING PLAN NOTES

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ROOF JOIST, SEE ROOF FRAMING PLAN NOTES

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2X STRUCTURAL SUBFASCIA

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GRADE 10% AWAY FROM BUILDING, TYP.

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FRP PANELING OVER " 12" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

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FRP PANELING OVER 58" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

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EL.=100'-0" T.O. CONC.

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EL.=110'-2 " 14" T.O. PLATE

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BEVELED 2X PLATE FOR JOISTS BEARING

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BEVELED 2X PLATE FOR JOISTS BEARING

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EL.=108'-7 " 18" T.O. PLATE

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#4 BENT BARS @24" O.C. MAX

AutoCAD SHX Text 9 "12"

AutoCAD SHX Text 21"

AutoCAD SHX Text 16"

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SEE 2/A6 FOR INFORMATION NOT SHOWN

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EL.=100'-0" T.O. CONC.

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EL.=VARIES T.O. PLATE

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SEE 1/A6 FOR INFORMATION NOT SHOWN

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2" THICK RIGID INSULATION (R-10)

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4" THICK COMPACTED ABC UNDER SLAB AND INSULATION

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MONOLITHICALLY POURED SLAB WITH CURB AND THICKENED EDGES

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PROTECTIVE COVERING APPLIED TO VERT. RIGID INSULATION (METAL OR EXT. PLYWOOD)

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6" TALL X 6" WIDE CONCRETE CURB

#4 HORIZ., CONT. AROUND CORNERS WITH #4 X 2'-0" X 2'-0"

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PREFABRICATED ADA SHOWER (AQUATIC 1363BFS)

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 36" LONG12" X 36" LONG

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ADA TOILET (KOHLER CORBELLE K-3814)

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ADA SINK (KOHLER GREENWICH K-2032)

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PROPANE WALL HEATER (WILLIAMS BLUE-FLAME 1096513.9)

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ADA BATHROOM FAUCET (KOHLER LILYFIELD K-R78046-4D)

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 42" LONG12" X 42" LONG

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MIRROR (BOBRICK B-165 SERIES) 24" WIDE X 36" DEEP

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ADA GRAB BAR (BOBRICK B-6806 SERIES) 1 " X 18" LONG12" X 18" LONG

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PROPANE WATER HEATER (RHEEM RTGH-68DVLP-2)

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DATE

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DESIGNER:

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DRAFTER:

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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DATE

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PROJECT NO.

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SHEET NO.

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

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ARB

AutoCAD SHX Text 06/18

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ARB

AutoCAD SHX Text 06/18

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C18NE6

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A7 - FACILITY SECTIONS

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OF 9

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SCALE IN FT

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SECTION

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BUILDING SECTION LEGEND:

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FRP PANELING OVER " 12" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

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FRP PANELING OVER 58" MOLD, MILDEW AND MOISTURE RESISTANT GYPSUM BOARD

SEE 1&2/A6 FOR INFORMATION NOT SHOWN

DATE

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DESIGNER:

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DRAFTER:

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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DATE

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PROJECT NO.

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SHEET NO.

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

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ARB

AutoCAD SHX Text 06/18

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ARB

AutoCAD SHX Text 06/18

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C18NE6

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A8 - FACILITY ELEVATIONS

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OF 9

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SCALE IN FT

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EAST ELEVATION

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SCALE IN FT

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NORTH ELEVATION

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FIBER CEMENT BOARD SIDING

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EXISTING BUILDING

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FULL CUT-OFF LED LIGHT WITH PHOTOCELL SENSOR

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1X4 TRIM AROUND OPENING

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3070 INSULATED DOOR WITH DEADBOLT LOCK

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4" THICK X 4'-0" X 4'-0" DOOR STOOP

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METAL ROOF, HEM EAVE AND RAKE EDGES

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1X4 TRIM AROUND OPENING

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3010 WINDOW

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METAL ROOF, HEM EAVE AND RAKE EDGES

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FIBER CEMENT BOARD SIDING

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PROTECTIVE COVERING

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PROTECTIVE COVERING

AutoCAD SHX Text ELEVATION NOTES: 1. PAINT SIDING, TRIM AND ROOF TO MATCH EXISTING MAINTENANCE BUILDING PAINT SCHEME.PAINT SIDING, TRIM AND ROOF TO MATCH EXISTING MAINTENANCE BUILDING PAINT SCHEME.

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VENT STACK

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VENT STACK

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1X4 CORNER TRIM

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1X4 CORNER TRIM

FAN EXHAUST CAP

DATE

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DESIGNER:

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DRAFTER:

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CHECKED BY:

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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DATE

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PROJECT NO.

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SHEET NO.

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MOUNT EVANS SWA

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FY 17-18

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2017 SHOP RESTROOM FACILITY

AutoCAD SHX Text

ARB

AutoCAD SHX Text 06/18

AutoCAD SHX Text

ARB

AutoCAD SHX Text 06/18

AutoCAD SHX Text

C18NE6

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A9 - FACILITY ELEVATIONS

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OF 9

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SCALE IN FT

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WEST ELEVATION

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SCALE IN FT

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SOUTH ELEVATION

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AutoCAD SHX Text ELEVATION NOTES: 1. PAINT SIDING, TRIM AND ROOF TO MATCH EXISTING MAINTENANCE BUILDING PAINT SCHEME.PAINT SIDING, TRIM AND ROOF TO MATCH EXISTING MAINTENANCE BUILDING PAINT SCHEME.

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FIBER CEMENT BOARD SIDING

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EXISTING BUILDING

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METAL ROOF, HEM EAVE AND RAKE EDGES

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PROTECTIVE COVERING

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VENT STACK

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METAL ROOF, HEM EAVE AND RAKE EDGES

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FIBER CEMENT BOARD SIDING

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PROTECTIVE COVERING

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1X4 CORNER TRIM

File details come from the government source that posted it. Updated Mar 12, 2026.