07_Drawings.pdf

PDF 14 MB Posted Mar 17, 2025

Attached to: Town of Breckenridge Ballfield Pavilion - CMGC
Solicitation number: 03-02-303-020CMGC
Issued by: Teller County, Colorado

About this file

Written by GovTribe AI · Apr 11, 2025

This document is a comprehensive set of architectural and engineering drawings for the Breckenridge Recreation Center Ballfield Pavilion project located at 880 Airport Road in Breckenridge, Colorado, prepared by Clark Enersen Partners. The drawings, dated March 11, 2025, are 100% Construction Documents and include detailed plans for site layout, grading, utilities, foundation, framing, electrical, mechanical, and plumbing systems for a new ballfield pavilion. The project encompasses approximately 750 square feet of building space and involves renovating restrooms, seating, and site infrastructure around two ball fields, with specific attention to accessibility requirements, structural design, and utility connections.

The drawings reveal a project designed to meet 2018 International Building Code standards, with a Type VB construction classification and a business occupancy group. The facility will include multiple restrooms, mechanical spaces, and be constructed using steel stud framing, standing seam metal roofing, and stone and fiber cement exterior cladding. Electrical systems include a main distribution panel, relocated electrical panels, and comprehensive lighting and power infrastructure. Mechanical and plumbing systems feature an energy recovery ventilator, electric unit heaters, and fixtures designed for accessibility. The project appears to be funded by the Town of Breckenridge and will be constructed using a Construction Management General Contractor (CM/GC) procurement method, with the design team led by Clark Enersen.

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Other files

File	Type	Posted
06_Specifications.pdf	PDF	Mar 17, 2025
05_TOB ENGINEERING STANDARD DETAILS.pdf	PDF	Mar 17, 2025
02_Contract _ Bid Documents (EJCDC).pdf	PDF	Mar 17, 2025
01_Addendum 1_Questions Due Date.pdf	PDF	Mar 17, 2025
03_General Conditions.pdf	PDF	Mar 17, 2025
01_CMGC_RFP.pdf	PDF	Mar 17, 2025
04_Supplementary Conditions.pdf	PDF	Mar 17, 2025

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CE No.:

/ 1

/ 2

P M

Pl ot

T im e St am p:

DRAFT

PREPARED FOR PRELIMINARY

SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

-c o-sr v-

B re ck en rid ge R ec C en te r B al lfi el d Pa vi lio n\

) A ut oC

- G

dw g Fi le L oc at io n/

N am e:

Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com

Kansas City, Missouri Lincoln, Nebraska

Lawrence, Kansas

Portland, Oregon

Fort Collins, Colorado

Omaha, Nebraska

Charleston, South Carolina

100% Construction Documents

Breckenridge Rec Center Ballfield Pavilion 880 Airport Road Breckenridge, CO 80424

620-001-24

March 11, 2025

Title Sheet

G000

GENERAL

Breckenridge Recreation Center Ballfield Pavilion Design

880 Airport Road, Breckenridge, CO 80424

CE Project No.: 620-001-24 March 11, 2025

CIVIL

STRUCTURAL

G0.00 Title Sheet & Drawing Index

S0.00 Structural Notes

GradingC3.01

Utility PlanC4.01

L2.01 Site Materials Plan Overview

L2.05

LANDSCAPE ARCHITECTURAL

Site Materials Plan Area 'D'

VICINITY PLAN (BRECKENRIDGE, CO)

L2.02 Site Materials Plan Area 'A'

Site Materials Plan Area 'E'L2.06

A0.00 Wall Type Schedule & Details

ARCHITECTURAL

L1.01 Existing Conditions and Demolition Plan

L2.03 Site Materials Plan Area 'B'

L2.04 Site Materials Plan Area 'C'

MAIN STREET

KINGDOM DRIVE

PROJECT

AREA

BLUE RIVER REC PATH

MECHANICAL

M0.00

PLUMBING

G0.10 Code Compliance Plan

G0.20 ADA Details

G0.21 ADA Details

G0.01 General Notes, Symbols, & Abbreviations A0.01 Typical Interior Stud Framing Details

A0.11 Demolition Floor Plans

A1.11 Floor Plan

A1.12 Reflected Ceiling Plan

A1.13 Roof Plan

A2.10 Exterior Elevations

A4.10 Building Sections, Wall Sections

S0.01 Structural Notes & Special Inspections

S1.01 Footing & Foundation Plan

S2.01 Roof Framing Plan

S2.11 Brace Elevations & Details

S3.01 Foundation Details

S4.01 Framing Details

E0.00 Electrical Abbreviations, Symbols Legend & General Notes

ELECTRICAL

E0.01 Electrical Site Demolition Plan

E0.02 Electrical Site Utilities Plan

E0.10 First Floor Electrical Demolition Plans

E1.11 First Floor Lighting Plan

E2.11 First Floor Power & Auxiliary Systems Plan

E3.01 Electrical One Line Diagram

E4.01 Electrical Schedules

Mechanical Abbreviations, Symbols & Notes

M0.01 Mechanical Demolition Plan

M1.01 First Floor HVAC Plan

M2.01 Mechanical Details & Controls

M3.01 Mechanical Schedules

P1.00 Below Floor Plumbing Piping Plan

P1.01 First Floor Plumbing Plan

P2.01 Plumbing Schematics

P3.01 Plumbing Details

P4.01 Plumbing Schedules

P5.01 Plumbing Risers

E5.01 Electrical Details

L1.02 Tree Mitigation Plan

L2.10 Site Layout Plan Area 'D'

L2.07 Site Layout Plan Area 'A'

Site Layout Plan Area 'E'L2.11

L2.08 Site Layout Plan Area 'B'

L2.09 Site Layout Plan Area 'C'

L6.01 Site Details

Site DetailsL6.02

L2.12 Phase 2 Enlargements

A6.10 Restroom Elevations, Schedule & Details

A6.40 Door Schedule, Door Types, Frame Types

A8.10 Section Details

INTERIOR FINISHES

F1.11 First Floor Finishes Plan

ELECTRICAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERARCHITECTMECHANICAL ENGINEERSTRUCTURAL ENGINEER

MATERIAL SYMBOLS

ELEVATION INDICATIONS

PARTITION INDICATIONS

FINISHES

INSULATION

WOOD

METAL

STONE

CONCRETE

EARTHWORKS

CONCRETE/PLASTER

SHEET METALGRAVEL/POROUS

FILL

BATT/LOOSE RIGID SPRAY/FOAM

FINISH

BLUESTONE/SLATE/

SOAPSTONE/FLAGGING

STEEL

ROUGH

SHIM

LIMESTONE

CONCRETE

NON COMPACTED

EARTH

FILL

WALLBOARD

GYPSUM

PLYWOOD

PRECAST CONCRETE

CONCRETE MASONRYCAST-IN-PLACE CONCRETE

TECTUM

A101

SIM

REFERENCE SYMBOLS

100'-0"

FIN. FLR.

REVISION TAG & CLOUD INDICATOR

DEMOLITION INDICATOR

MATCH LINE

WALL TYPE REFERENCE

ELEVATION REFERENCE

GRID LINE

WINDOW/OPENING IDENTIFIER

DOOR/OPENING IDENTIFIER

ROOM IDENTIFIER

CROSS SECTION REFERENCE

ELEVATION REFERENCE

DETAIL REFERENCE

DETAIL REFERENCE NUMBER

SHEET ON WHICH IT IS FOUND

DETAIL OR SECTION NUMBER

SECTION REFERENCE1

A101

SIM

A101

SIM

CLASSROOM

KEY NOTE

A101

SIM

STANDARD ABBREVIATIONS

DEIONIZED WATER

DOUBLE JOIST

DEAD LOAD

DAMPPROOFING

DISHWASHER

DOUBLE HUNG

DOOR FRAME

DRINKING FOUNTAIN

DEPARTMENT

DOUBLE GLAZING

COLD WATER

CABLE TELEVISION

CERAMIC TILE

COUNTERSUNK

COLD ROLLED STEEL

CIRCUMFERENCE

COMPRESSIBLE

COVER PLATE

COORDINATE

CONTRACTOR

CONSTRUCTION

CONNECTION

CONFERENCE

CONCRETE

CONCRETE MASONRY UNIT

CONTRACT LIMIT LINE

CEILING DIFFUSER

CEILING HEIGHT

CENTER LINE

CONTROL JOINT

CAST IN PLACE

CHALKBOARD

COUNTER FLASHING

CERAMIC TILE

CEMENT PLASTER

CLOSED CIRCUIT TELEVISION

CATCH BASIN

CURB AND GUTTER

CENTER TO CENTER

BUILT-UP ROOF

BEARING PLATE

BRIDGING JOIST

BASE PLATE

BELOW FINISH FLOOR

BACKFLOW PREVENTER

BOTH FACES

BOTTOM OF CURB

BULLETIN BOARD

BALLED AND BURLAPPED

AUDIO VISUAL

ASYMMETRICAL

ABOVE SUSPENDED CEILING

ARCHITECT (URAL)

ACCESS PANEL

ANNUNCIATOR

AIR HANDLING UNIT

ABOVE FINISHED SLAB

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

ACCESS FLOOR

ADJUSTABLE

AUTOMATIC DOOR CLOSER

AREA DRAIN

ACOUSTICAL TILE

ACOUSTICAL INSULATION

ACOUSTICAL PLASTER

ACOUSTICAL PANEL

ACID-RESISTANT

AIR CONDITIONING

ABBREVIATE

ARCHITECT/ENGINEER

DOOR CLOSURE

DVTL

DWG

DRCLSR

DST

DUPL

DMPF

DIST

DIV

DIW

DIM

DFR

CUR

DET

DEPT

DBL GLZ

CUB

CTV

CSWK

CRCMF

CSMT

CSK

CSG

CRS

CPRS

COV PL

COORD

CONTR

CONC FL

CONSTR

CONN

CONF

CONC

COMPL

COL

CLSR

CNTR

CNR

CMU

CMPST

CLR

CLOS

CLL

CLG HT

CIR

CLG

CLG DIFF

CIP

CHK

CHFR

CEM PLAS

CER

CHAN

CH BD

CFLG

CER TILE

CEM

CCTV

C/C

CAV

CAB

C&G

BUR

BSMT

BTM

BRDG JST

BRK

BRZ

BRS

BRKT

BRG

BRG PL

BRDG

BLKHD

BRCG

BLST

BLKG

BLK

BLDG

BFF

BJT

BITUM

BFP

BEV

BAL

BAF

B&B

AVE

ASYM

ASPH

ASC

ARCH

ANN

APPX

ANT

ANOD

AMT

AMPL

AMB

ALT

AGGR

ALM

AHU

AHR

ALUM

AFS

AFG

AFF

ACOUS TILE

ACOUS INSUL

ACOUS PLAS

ACOUS PNL

ADC

ADJC

ADJ

ADDM

ADDL

ABV

ACOUS

ACID RES

ABBR

A/E

DOVETAIL

DRAWING

DOWNSPOUT

DOOR STOP

DRAIN TILE

DUPLICATE

DITTO

DOOR

DOWN

LTG

LVL

LVR

LONG

LT WT

LRG

LKR RM

LNTL

LOC

LIGHTING

LEVEL

LOUVER

LOCKER ROOM

LIVE LOAD

LONGITUDINAL

LIGHTWEIGHT

LARGE

LUMP SUM

LIGHT

LINTEL

LOCATION

STAG

STD

STIR

SQIN

SQYD

SSK

SPKR

SPRT

SQFT

LIGHTWEIGHT CONCRETE MASONRY UNIT

HEATING, VENTILATION, AIR CONDITIONING

DISTANCE

DIVIDER

DIMENSION

CURRENT

DETAIL

CUBICLE

CASEWORK

LHR

LIN

LIQ

LKR

LD BRG

LDG

LAB

LCMU

LAV

LBR

KWY

KPL

KOP

CASEMENT

CASING

CONCRETE FLOOR

COMPLETE

COLUMN

CLEANOUT

JST

INV EL

JAN

INV

INTR

INSUL

INSTL

INCAND

INL

HVAC

HYD

HTG

LOAD BEARING

LINEAR FOOT

LEFT HAND

LEFT HAND REVERSE

LINOLEUM

LIQUID

LOCKER

LANDING

LENGTH

LABORATORY

LAVATORY

KICK PLATE

KNOCKOUT PANEL

POUND

LUMBER

KEYWAY

LEFT

SMLS

SPKLR

SPCL

SPEC

SLP

SLV

SHR

SHTHG

SHVL

SIM

SCRN

SECT

SGL

KNEE BRACE

JANITOR'S CLOSET

INVERT ELEVATION

KNOCKOUT

JOINT

JOIST

JANITOR

INVERT

INTERIOR

INSULATION

INSTALLATION

INCANDESCENT

INSIDE FACE

HOT WATER

INLET

HYDRANT

HEATING

SALV

SCH

SCMU

RVS

RFM

RND

RHR

RFG

RESIL

REQD

REM

REINF

SPEAKER

SUPPORT

SQUARE FOOT

SQUARE INCH

SQUARE YARD

SERVICE SINK

STAINLESS STEEL

STAGGERED

STANDARD

STIRRUP

STREET

SQUARE

STORM DRAIN

SHEATHING

SLIP JOINT

SHEET METAL

SEAMLESS

SPECIFICATION

SPRINKLER

SPACING

SPECIAL

SINK

SLOPE

SLEEVE

SHOWER

SHELVES

SIMILAR

SCREEN

SECTION

SINGLE

SALVAGE

SPLASH BLOCK

SOLID CORE

SCHEDULE

SOLID CONCRETE MASONRY UNIT

REVERSE

ROOF VENT

ROUGH OPENING

RIGHT HAND REVERSE

RIGHT HAND

RESILIENT

REQUIRED

REMOVABLE

REINFORCEMENT

RECESSED FLOOR MAT

SOUTH

ROUND

ROOFING

OWNER FURNISHED-OWNER INSTALLED

OWNER FURNISHED/CONTRACTOR INSTALL

HOLLOW CONCRETE MASONRY UNIT

GLAZED CONCRETE MASONRY UNIT

GROUND FAULT INTERRUPTER

GENERAL CONTRACTOR

CLOSURE

COUNTER

CORNER

COMPOSITE

CLEAR

CLOSET

CIRCLE

CEILING

CAST IRON

CHECK

CHAMFER

HORIZ

HSB

HNDRL

HMF

HMD

HDJT

HDWD

HDBD

HGT

HDR

HCMU

CERAMIC

CHANNEL

CEMENT

CAVITY

CABINET

BOTH WAYS

BASEMENT

BOTTOM

GRTG

GYP PLAS

H&CW

GYP

GR BM

GPDW

GND

GENL CONTR

GL BLK

GLZ CMU

GLU LAM

GLZ

GDRL

GFI

GENL

HIGH STRENGTH BOLT

HIGH STRENGTH

HORIZONTAL

HOLD-OPEN

HAND RAIL

HOLLOW METAL FRAME

HOLLOW METAL DOOR

HOLLOW METAL

HOUR

HARDWOOD

HARDBOARD

HEAD JOINT

HEAVY DUTY

HOLLOW CORE

HOSE BIBB

HEIGHT

HEADER

REC

REF

RECT

RECPT

RECD

RCP

RBR

RAD

QUAL

QTY

PWR

PVMT

PVG

PVC

HOT AND COLD WATER

GYPSUM PLASTER

GRADE BEAM

GYPSUM DRY WALL

GRATING

HIGH

GYPSUM

GRADE

GROUND

GLUE LAMINATED

GLASS BLOCK

GUARD RAIL

GLAZING

GLASS

GENERAL

PRELIM

PTN

PROJ

PRKG

PREFAB

POS

PLBG

PLYWD

POLYISO

POLY

POL

PLAT

PLAS

PLAM

FIRE EXTINGUISHER CABINET

BRICK

BOTH SIDES

BRONZE

BRASS

BRACKET

BEARING

BRIDGING

BULKHEAD

BRACING

BALLAST

BEAM

BLOCKING

BLOCK

BUILDING

BASE LINE

FURR

GALV

FXTR

FUT

FSTNR

FTG

FSP

FOS

FRNT

FRM

FPRF

FPL

FLUOR

FLT GL

FOM

FOC

BED JOINT

BITUMINOUS

BEVEL

BOARD

BALANCE

BAFFLE

AVENUE

ASPHALT

FLG

FLR FIN

FLR PL

FLR SK

FLR

FLDG

FIN FL

FIN

FIN GR

FGL

FEC

FDN

F BRK

FBD

F/F

EXTN

GRAB BAR

GALVANIZED

FIRE STANDPIPE

FURRING

FIXTURE

FUTURE

FOOTING

FASTENER

FULL SIZE

FIREPROOFING

FIREPLACE

FACE OF STUD

FACE OF MASONRY

FACE OF CONCRETE

FLUORESCENT

FLOAT GLASS

FRONT

FRAME

PERIM

PGBD

PERP

PERM

PERF

PED

PCP

OXY

PBD

PARG

PAR

OVHD

ORIG

OPT

FLOOR FINISH

FLOOR PLATE

FLOOR SINK

FINISH FLOOR

FLANGE

FLOOR

FOLDING

FLASHING

FINISH

FINISH GRADE

FIBERGLASS

FOUNDATION

FLOOR DRAIN

FIBERBOARD

FACE TO FACE

FIRE BRICK

EXTENSION

OFCI

OPP

OPNG

OFOI

OFF

O/O

NTS

NOM

NIC

NEG

N/A

X SECT

WWM

WTRPRF

WTR

WSCT

WLD

WHSE

REFERENCE

RECTANGULAR

RECEPTACLE

RECEIVED

RECESSED

ROOF DRAIN

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE

QUANTITY

QUARRY TILE

PAVEMENT

POLYVINYL CHLORIDE

RUBBER

RADIUS

RISER

QUALITY

POWER

PAVING

PARTITION

PROJECT

PRELIMINARY

PREFABRICATED

POLYSTYRENE

POLISHED

PLYWOOD

PLUMBING

PLATFORM

PLASTER

PLASTIC LAMINATE

POLYISOCYANURATE

PAINT

PARKING

PAIR

POSITIVE

PLATE

CROSS SECTION

WELDED WIRE MESH

WATERPROOFING

WAINSCOT

WEATHERSTRIPPING

WATER RESISTANT

WELDED

WIND LOAD

WAREHOUSE

WATER

WEIGHT

WGL

WDW

W/O W/W W/

VWC

VOL

VNR

VIB

VEST

VERT

VCT

VAV

VAC

UTIL

UPS

UNO

UNFIN

UNEX

ULT

UFD

TYP

TRNBKL

PEGBOARD

PERPENDICULAR

PERMANENT

PERIMETER

PERFORATED

PEDESTAL

PORTLAND CEMENT PLASTER

PORTLAND CEMENT

PARTICLE BOARD

PANIC BAR

PARALLEL

OVERHEAD

ORIGINAL

OPTIONAL

PHASE

OXYGEN

PARGING

OPPOSITE

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

OVERALL

OUT TO OUT

NOT TO SCALE

NEAR SIDE

NOT IN CONTRACT

NEAR FACE

NEGATIVE

NOT APPLICABLE

OPENING

OFFICE

NUMBER

NOMINAL

VINYL WALL COVERING

WALL HUNG

WIRE GLASS

WIDE FLANGE

WATER CLOSET

WITHOUT

WALL TO WALL

WOOD

WINDOW

WEST

VINYL TILE

VAPOR RETARDER

VOLUME

VENEER

VIBRATION

VESTIBULE

VERTICAL

WITH

VINYL COMPOSITION TILE

VARIABLE AIR VOLUME

UNINTERRUPTIBLE POWER SUPPLY

UNLESS NOTED OTHERWISE

VINYL BASE

VACUUM

VOLT

UTILITY

URINAL

UNFINISHED

UNEXCAVATED

ULTIMATE

UNDERGROUND

UNDER FLOOR DUCT

TYPICAL

TELEVISION

TENSILE STRENGTH

TURNBUCKLE

EXPANDED POLYSTYRENE

APPENDIX

ANTENNA

ANODIZED

AMOUNT

AMPLIFIER

AMBIENT

ALTERNATE

AGGREGATE

ALARM

ALUMINUM

ANCHOR

EXH FN

EXST GR

EXSP

EXT

EXP

EXH HD

EXC

EST

EQUIP

ESCAL

ERECT

EQUIV

ESMT

EQL SP

EPS

ADJACENT

ADDENDUM

ADDITIONAL

ABOVE

ACOUSTICAL

ENAM

ENGR

ENTR

ENCL

EMER SHR

EMER

ELEC

DWTR

EXG

DWR

DWL

EXISTING GRADE

EXPANSION

EXHAUST FAN

EXHAUST HOOD

EXCAVATE

EXTERIOR

EXPOSED

EACH WAY

ESTIMATE

ESCALATOR

EQUIVALENT

EQUIPMENT

EQUALLY SPACED

ELECTRICAL PANEL

EASEMENT

ERECTION

EQUAL

MTR

MVBL

MULT

MULL

MTG

MTD

MOD

MISC

MLWK

MLDG

MLC

MIR

MFG

MFR

ELECTRICAL OUTLET

ENCLOSURE

EMERGENCY SHOWER

EMERGENCY

ELECTRICAL

ELEVATION

ENAMEL

ENTRANCE

ENGINEER

EXPANSION JOINT

EACH FACE

DUMBWAITER

EXISTING

EAST

DRAWER

DOWEL

MECH

MEZZ

MEMB

MED

MDO

MBR

MAX

MATL

MAS

MARB

MAINT

STRUCT STL

TOW

TOT

TOS

TOL

TNL

TMPD

TMPD GL

TKBD

TOJ

THRU

THRES

THK

TOFF

TOF

TER

TEMP

TECH

TB-xx

T&G T&B

SYMM

SYM

SUSP

SUSP CLG

SURF

SUPPL

MOVABLE

MULTIPLE

MOUNTED

MASONRY OPENING

MILLWORK

MOLDING

METAL LABORATORY CASEWORK

MISCELLANEOUS

MANHOLE

MANUFACTURING

MANUFACTURER

MORTAR

NORTH

MULLION

MEETING

MODULE

MARK

MIRROR

MEZZANINE

MEMBRANE

MECHANICAL

MOMENT CONNECTION

MATERIAL

MASONRY

MAINTENANCE

MEDIUM DENSITY OVERLOAD

MEDIUM

MEMBER

MAXIMUM

MARBLE

TOP OF FINISH FLOOR

TOP OF WALL

TOP OF STEEL

TOLERANCE

TEMPERED

TOP OF JOIST

TOP OF FLANGE

TOTAL

TUNNEL

TEMPERED GLASS

TACKBOARD

THROUGH

THRESHOLD

TERRAZZO

TEMPORARY

TECHNICAL

TRENCH DRAIN

THICK

TEST BORING-xx(E.G. TB-1)

TONGUE AND GROOVE

TOP OF CURB

TOP AND BOTTOM

SYMMETERICAL

SYMBOL

SUSPENDED

SUSPENDED CEILING

SURFACE

STRUCTURAL STEEL

SUPPLEMENT

LW PLAS

LWC

STL JST

STL PL

STL

STOR

STRUCT

LIGHTWEIGHT PLASTER

LIGHTWEIGHT CONCRETE

METER

STEEL JOIST

STEEL PLATE

STORAGE

STRUCTURAL

STEEL

ANCHOR BOLTAB

ACTUALACT

ALD ALUMINUM DOOR

ACOUSTICAL PANEL CEILINGAPC

ASBESTOSASB

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

BO BOTTOM OF

BOC BACK OF CURB

BOW BOTTOM OF WALL

CORNER GUARDCG

COMM COMMERCIAL

CORRIDORCORR

CARPETCPT

DRAPERY FABRICDF

DIAMETERDIA

DRAPERY LINERDL

DR DRAIN

EA EACH

ELEV ELEVATOR

EPOXY FLOOREPX

EXST EXISTING

EIFS EXTERIOR INSULATION FINISH SYSTEM

FC FIRE COATED

FACTORY FINISHFF

FINISH FLOOR ELEVATIONFFE

FL FLOWLINE

GUT GUTTER

HC HANDICAP

HLB HORIZONTAL LOUVER BLINDS

ID INSIDE DIAMETER

LIN LINEAR

MB MARKERBOARD

MC METAL CLAD

MDF MEDIUM DENSITY FIBERBOARD

ME MATCH EXISTING

ME MISCELLANEOUS EQUIPMENT

MIL MILLIMETER

MIN MINIMUM

ML MATCH LINE

ML METAL LATH

MTL METAL

OD OVERFLOW DRAIN

OVERHEAD DOOROHD

OPERABLEOPER

OTA OPEN TO ABOVE

OTFA OPEN TO FLOOR ABOVE

OTS OPEN TO STRUCTURE

OZ OUNCE

P/C PRECAST

PF PANEL FABRIC

PFP PRE-FINISHED PANEL

PL PLASTIC LAMINATE

PS PROJECTION SCREEN

PCT PORCELAIN TILE

RB RUBBER BASE

RST RUBBER STAIR TREAD

RT RUBBER TILE

S SEATING

SF SYSTEMS FURNITURE

SLA SLATE

SLS SUB-FLOOR LEVELING SYSTEM

SSM SOLID SURFACING MATERIAL

ST STAIN

STC SOUND TRANSMISSION CLASS

STN STONE

SVB SHEET VINYL BASE

SVF SHEET VINYL FLOOR

SYST SYSTEM

T TABLE

TB TACKBOARD

TE TRANSITION EDGE

TLT TOILET

TO TOP OF

TS TUBE STEEL

UF UPHOLSTERY FABRIC

UL UNDERWRITERS LABORATORY

VB VAPOR BARRIER

VDB VISUAL DISPLAY BOARD

WC WALL COVERING

WCPT WALL CARPET

WDD WOOD DOOR

WF WOOD FLOORING

WH WATER HEATER

GENERAL NOTES

ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK. THIS WORK IS TO

BE SCHEDULED AND COMPLETED WITH THE GENERAL CONTRACTOR'S FULL

KNOWLEDGE.

ALL DIMENSIONS LOCATING PLUMBING FIXTURES ARE FROM FINISH MATERIAL NOT

FROM GPDW SHEATHING.

FINAL CLEANING - REMOVE OR REPAIR DAMAGED OR SOILED SPOTS ON NEWLY PAINTED

WALLS AND ON ALL NEWLY INSTALLED WORK. REMOVE DUST AND DEBRIS FROM ALL

NEW WORK.

A101 1

REVISION TAG INFORMATION:

TOP indicates the instrument type.

A B D F G I L P R

= Addendum = Bid Package = Construction Change Directive or Change Directive = Field Order = Guaranteed Maximum Price = Architects Supplemental Instructions or Architects Supplemental Information = Limited Permit = Proposal Request, Proposal Request Order or Change Proposal Request = Request For Information

DETAIL SECTION REFERENCE1/

A101

SIM

FS FLAT SCREEN

FS FAR SIDE

UDRLMNT UNDERLAYMENT

UDR UNDER

CONT CONTINUOUS

BOTTOM indicates consecutive number assigned to instrument type.

TFTI TENANT FURNISHED-TENANT INSTALLED

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General Notes, Symbols & Abbreviations

G0.01

CE No.: 620-001-24

880 Airport Road Breckenridge, CO 80424

Breckenridge Rec Center Ballfield Pavilion

100% Construction Documents

2025/03/11 100% Construction Documents

Required/Provided: Per NFPA 72 Required/Provided: Per NFPA 72 Required/Provided: Emergency Generator Required/Provided: Emergency Generator

APPLICABLE CODES

2018 - International Building Code (IBC) 2018 - International Plumbing Code (IPC) 2018 - International Mechanical Code (IMC) 2018 - International Fire Code (IFC) 2023 - National Electric Code (NEC)

ACTIVE LIFE SAFETY SYSTEMS:

Fire Alarm:

Smoke Detection:

Exit Signs:

Emergency Lighting:

OCCUPANCY/ STRUCTURAL CLASSIFICATION

The one story building will be steel beams and metal stud wall assemblies. The roof will be made of wood tongue and grove planks.

PASSIVE LIFE SAFETY SYSTEMS:

Corridor ratings:

Stairwells:

Occupancy Separations:

None.

GENERAL INFORMATION

LOCATION: Breckenridge Rec Center Ballfield

Pavilion 880 Airport Road Breckenridge, CO 80424

AGENCY INFORMATION: Town of Breckenridge Public works 1095 Airport Road, PO Box 168 Breckenridge, CO 80424

REASON FOR SUBMITTAL: New Building

PROJECT DESCRIPTION

Renovation of the restroom, seating and site around the two ball fields. Demo of the existing restrooms and the install of new restrooms that are up to current codes.

None.

Americans With Disabilities Act Accessibility Guidelines (ADAAG)

CODE ITEM

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

INCIDENTAL USE SEPARATIONS:

BUILDING HEIGHT: (2018 IBC TABLE 504.4)

BLDG. SQ. FT. : (2018 IBC TABLE 506.2)

FIRE RESISTIVE REQUIREMENTS:

TOTAL BUILDING SQUARE FOOTAGE:Business (Group B)

TYPE VB

ALLOWABLE

ACTUAL

ALLOWABLE PER FLOOR 9,000 sf

Required/Provided: Wet SystemSuppression-Automatic:

(2018 IBC TABLE 601)

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

EXT. NON-BEARING WALLS

INT. NON-BEARING WALLS

FLOORS

ROOFS

FIRST FLOOR

TOTAL

750 SF

Fire Separations: None.

2010 - NFPA 110 - Standard for Emergency and Standby Power Systems 2009 - NFPA 90A - Installation of Air Conditioning and Ventilating Systems 2010 - NFPA 72 - National Fire Alarm Code 2009 - NFPA 54 - National Fuel Gas Code

2007 ASHREA 90.1

2010 - NFPA 20 - Standard for the Installation of Stationary Fire Pumps for Fire Protection 2010 - NFPA 14 Standard for the Installation of Standpipe, Private Hydrants and Hose Systems

American National Standards Institute (ANSI) 117.1 Guidelines for Accessible & Useable Buildings & Facilities

AUTHORITY HAVING JURISDICTION:

Code authority

Required/Provided: Per NFPA 10Fire Extinguishers:

Shafts: None.

EXIT ACCESS TRAVEL DISTANCE:

COMMON PATH OF EGRESS TRAVEL

MAXIMUM DEAD-END CORRIDOR

20 feet

EGRESS WIDTH:

INTERIOR WALL & CEILING FINISH

"B" OCCUPANCY

"A" OCCUPANCY 250 feet

300 feet

"B" OCCUPANCY 100 feet

OTHER COMPONENTS

STAIRWAYS 0.3 inches per occupant

0.2 inches per occupant

"A-3" OCCUPANCY

Exit Enclosures & Passageways

(2018 IBC TABLE 803.13)

Corridors

Rooms & Enclosed Spaces

CLASS B CLASS B

CLASS C CLASS B

CLASS C CLASS C

ACTUAL 750 sf

ROOF AREA 2,860 SF

(IBC 2018 TABLE 1017.2)

(IBC 2018 TABLE 1006.2.1)

"B" OCCUPANCY

(IBC 2018 1020.4)

(IBC 2018 1005)

INSULATION REQUIREMENTS

ROOF R-49 MIN.

WALLS, ABOVE GRADE R-13 + R7.5 CI MIN.

WALLS, BELOW GRADE R-10 CI MIN.

DESCRIPTION PROTECTION ELEMENTSSYMBOL

CLEAR WIDTH

MAX EGRESS LOAD

ASSUMED EGRESS LOAD

FIRE EXTINGUISHER

1 HOUR FIRE BARRIER (occupancy & incidental use) 1-hour fire barrier wall construction. 1-hour rated door assembly for shaft, exit enclosure, & exit passageway wall.

45-min rated door assembly in other fire barriers. Fire dampers.

CODE SYMBOL LEGEND

ROOM DESIGNATION

Room type / Occupancy type

Maximum Allowable Occupants

PUBLIC FIRE HYDRANT

CONF. /

A3 50

55 EXIT - INTERIOR (assembly occ.

over 50 and exits from floors.)

FIRE DEPARTMENT

CONNECTION (FDC)

STANDPIPE

HOSE CABINET

HOSE CABINET WITH

EXTINGUISHER

FIRE PARTITION (dwelling / unit separations I-1 & R occupancies)

1-hour resistive rated walls. 45-minute rated door assembly. Fire dampers.

FIRE EXTINGUISHER SPACING (radius)

SMOKE BARRIER 1-hour resistive rated walls. 20-minute door assembly. Smoke dampers.

MECH/ELEC

05- 320 SF

OCC. - 2

WOMENS

RESTROOM

01- 114 SF

OCC. - 1

NON-GENDER

RESTROOM

02- 91 SF

OCC. - 1

NON-GENDER

RESTROOM

03- 69 SF

OCC. - 1

MEN RESTROOM

04- 103 SF

OCC. - 1

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Code Compliance Plan

G0.10

CE No.: 620-001-24

880 Airport Road Breckenridge, CO 80424

Breckenridge Rec Center Ballfield Pavilion

100% Construction Documents

March 11, 2025

2025/03/11 100% Construction Documents

Plan NorthTrue North

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

FIRST FLOOR CODE COMPLIANCE PLAN1

48" MIN

" M

30" MIN

48" MIN

" M

FORWARD PARALLEL

CLEAR FLOOR OR

GROUND SPACE

POSITION OF CLEAR FLOOR OR GROUND SPACE

36" MIN

MANEUVERING CLEARANCE

IN AN ALCOVE, FORWARD

APPROACH

60" MIN

MANEUVERING CLEARANCE IN AN

ALCOVE, PARALLEL APPROACH

LIMITS OF PROTRUDING OBJECTS

4" MAX

12" MAX 12" MAX

"-8

" M

INX > 12"

X > 12"

(a) (b)

POST-MOUNTED PROTRUDING OBJECTS

" M

AX X

VERTICAL CLEARANCE

" M

UNOBSTRUCTED FORWARD REACH

" M

>20"-25" MAX20" MAX

OBSTRUCTED HIGH FORWARD REACH

" M

10" MAX

UNOBSTRUCTED SIDE REACH

" M

> 10"-24" MAX10" MAX

UNOBSTRUCTED HIGH SIDE REACH

FOLDING DOORHINGED DOOR SLIDING DOOR

32" MIN 32" MIN32" MIN

90°

CLEAR WIDTH OF DOORWAYS

" M

18" MIN

" M

IN12" MIN 36" MIN 60

" M

42" MIN

" M

IN 22" MIN

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

FRONT APPROACH, PULL SIDE FRONT APPROACH,

PUSH SIDE

HINGE APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

LATCH APPROACH, PULL SIDE

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

LATCH APPROACH, PULL SIDE, DOOR

PROVIDED WITH CLOSER

LATCH APPROACH,

PUSH SIDE

" M

22" MIN

24" MIN

" M

IN 24" MIN

24" MIN

" M

IN 24" MIN

" M

22" MIN

" M

IN 24" MIN

" M

FRONT APPROACH STOP OR LATCH APPROACHSIDE APPROACH POCKET OR HINGE APPROACH

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS

" M

18" MIN

X > 8" 48 " M

X > 8"

" M

12" MIN

X > 8"

MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

PULL SIDE PUSH SIDE PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

48" MIN 48" MIN 48 min

DOORS IN SERIES AND GATES IN SERIES

" M

48" MIN

24" MAX

" M

24" MAX

42" MIN

" M

42" MIN

X < 48"

36" MIN 36" MIN

" M

180 DEGREE TURN 180 DEGREE TURN

(EXCEPTION)

X < 48"

CLEAR WIDTH OF AN ACCESSIBLE ROUTE CLEAR WIDTH AT TURN

RAMP RUN LANDINGLANDING

60" MIN 60" MIN

LANDING

RAMP RUN

60" MIN

" M

AT LEAST AS WIDE AS RAMP RUN

STRAIGHT CHANGE IN DIRECTION

RAMP LANDINGS

RUNNING SLOPE SHALL

NOT EXCEED 1:12

CROSS SLOPE SHALL NOT

EXCEED 1:48 (2%)

30" MAX. RISE

BETWEEN LANDINGS

"-3

8"34 "-3

"-3

STAIRS RAMPS WALKING SURFACESNOTE: X = TREAD DEPTH

TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS HANDRAIL EXTENSION

AT TOP OF STAIRS

HANDRAIL EXTENSION AT

BOTTOM OF STAIRS

12" MIN.

*RAILINGS SHOWN ARE FOR REFERENCE ONLY. REFER TO DESIGN DOCUMENTS FOR RAILING DESIGN.

NON-CIRCULAR CROSS SECTIONS

4-6¼" PERIMETER

2¼" MAX

2¼" M

CIRCULAR CROSS SECTION

1 1 /4-2

*REFER TO DESIGN DOCUMENTS FOR RAILING DESIGN.

HANDRAIL CLEARANCE HANDRAIL PROJECTIONS

BELOW GRIPPING SURFACE

2 1/2" MIN.

1 1 /2"

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

ADA - CLEAR FLOOR OR GROUND SPACE (305)

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

ADA - PROTRUDING OBJECTS (307)

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

ADA - REACH RANGES (308)

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

ADA - DOORS, DOORWAYS, AND GATES (404)

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

ADA - WALKING SURFACES (403)

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

ADA - RAMPS (405)

SCALE: 3/8" = 1'-0"

ADA - HANDRAILS (505)

SCALE: 3/8" = 1'-0"

ADA - HANDRAIL PROFILES (505)

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ADA Details

G0.20

CE No.: 620-001-24

880 Airport Road Breckenridge, CO 80424

Breckenridge Rec Center Ballfield Pavilion

100% Construction Documents

TRANSFER

SIDE

9" MIN

6" MIN

PARTITION

6" MIN

12" MIN

PARTITION

ELEVATION ADULT ELEVATION CHILDREN PLAN

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE

35"-37"

" M

AMBULATORY ACCESSIBLE

TOILET COMPARTMENT

4" MAX.

32" MIN.

WITH TOILET PARTITION

60" MIN.

WITH TOILET PARTITION

60" MIN.

4" MAX.

32" MIN.

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

36" MIN.

MIN.

12"

54" MIN.

MAX.

12"

42" MIN.

40"

WALL MOUNTED

WATER CLOSET

FLOOR MOUNTED

WATER CLOSET

SIDE WALL REAR WALL

"-1 9"

NOTE: ALL DIMENSIONS ARE TO FINISH FACE OF WALL SURFACE NOTE: ALL DIMENSIONS ARE TO FINISH FACE OF WALL SURFACE

NOTE: TOE CLEARANCE NOT REQUIRED WHEN FLOOR SPACE IS INCREASED

PER WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DETAIL.

WITH NO TOE CLEARANCE

66" MIN. STALL

TOILET COMPARTMENT DTL.

SEE WHEELCHAIR ACCESSIBLE

4" M

ALT. DOOR

LOCATION

16"-18" 17"-19"16"-18"

WITH NO TOE CLEARANCE

66" MIN. STALL

" M

. S

" M

. S

" M

7"-9"

SIDE CLEARANCE

60" MIN.

GRAB BARS AT WATER CLOSETS

TP-1

18" GRAB BAR

42" GRAB BAR

36" GRAB BAR

NOTE: ALL DIMENSIONS ARE TO FINISH FACE OF WALL SURFACE

MIN.

13 1/2"

" M

ACCESSIBLE URINAL

NOTE: WHERE URINALS ARE PLACED IN AN AREA WHERE BOTH

PARTITIONS OR PANELS EXTEND BEYOND 24", THE CLEAR FLOOR

SPACE SHOULD BE 36" WIDE.

MIN.

30" CLEAR

" M

PROVIDE 30" X 48"

CLEAR SPACE IN FRONT

OF URINAL

PROVIDE 36" X 48"

CLEAR SPACE IN FRONT

OF URINAL

MIN.

36" CLEAR

" M

PROVIDE UNDER SINK

DRAIN & VALVE GUARD

AS REQUIRED BY ADA

" M

. T

" M

CLEARANCE DEPTH

17"-25" TOE

SHADE INDICATES

ADA CLEARANCES

N.9"

CLEARANCE

8" MIN. KNEE

11" MIN. CLEARANCE

6" MAX. TOE

PAPER TOWEL

DISPENSER/ WASTE

RECEPTACLE

COMBO

PAPER TOWEL

DISPENSER RECESSED

WASTE

RECEPTACLE

SANITARY

NAPKIN

VENDOR

SOAP

DISPENSER

BABY CHANGING

STATION

ROBE

HOOK

*NOTE: GRAPHIC REPRESENTATION ONLY

RECESSED

HAND

DRYER

" B

" M

WITHOUT LAVATORYWITH LAVATORY

AGES 3 AND 4

12"

"-1

"-2

12"-15"

"-1

"-2

"-1

AGES 5 THROUGH 8

15"-18"

"-2

"-1

AGES 9 THROUGH 12

WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE

NOTE: ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THRU 12

MIN.

15"

MIN.

15"

" M

. A

MIN. ALCOVE WIDTH

" M

5" MAX. 15" MIN.

" M

. A

BEVELED CHANGE IN LEVEL

1/4 " M

1/2

" M

24" MIN

" M

36" MIN

12" MIN 12" MIN

60" MIN

BASE

T-SHAPED TURNING SPACE

R 2' - 6"

CIRCULAR TURNING SPACE

" M

CABINET MOUNTED WALL MOUNTED

" M

17"-25"

6" MAX

" M

11" MIN

" M

8" MIN

9" MIN 30

" M

25" MAX

ELEVATION PLAN ELEVATION PLAN

TOE CLEARANCE KNEE CLEARANCE

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

ADA - WATER CLOSETS AND TOILET COMPARTMENTS (604)

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

ADA - URINALS (605)

SCALE: 3/8" = 1'-0"

ADA - LAVATORIES (606)

SCALE: 3/8" = 1'-0"

ADA - TOILET ROOM ACCESSORIES

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

ADA - MIRRORS (603.3)

SCALE: 3/8" = 1'-0"

WATER CLOSETS SERVING CHILDREN (604.9)

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

ADA - WATER COOLER & BOTTLE FILLERS (602)

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G0.21

CE No.: 620-001-24

880 Airport Road Breckenridge, CO 80424

Breckenridge Rec Center Ballfield Pavilion

100% Construction Documents

March 11, 2025

2025/03/11 100% Construction Documents

SCALE: 12" = 1'-0"

ADA - CHANGES IN LEVEL (303)

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

ADA - TURNING SPACE (304)

SCALE: 3/8" = 1'-0"

ADA - SIGNAGE MOUNTING (703)

SCALE: 3/8" = 1'-0"

ADA - FIRE EXTINGUISHERS

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

ADA - KNEE AND TOE CLEARANCE (306)

90 94

94959491

9488948

TW = 9488.70

BW = 9484.80

TW = 9487.60

BW = 9484.70

PROPOSED

BATHROOM

BUILDING

FFE = 9491.75'

PROPOSED BIKE PATH

PROPOSED

CURB & GUTTER

-1.71%

-1.85%

-4.66%

9491.02 9490.61

9490.28 9490.34

9488.01

9487.83

9489.73 9489.18

9489.39

9489.95

9488.25

9487.59 9484.93

9483.81

9485.27

9484.00

9484.14 9484.03

9483.61 9483.37

9483.47

9483.66

9483.68

9483.88

9490.80

9490.39

9491.14

9489.25

9489.47

9490.57 9487.83

9487.08

9487.40

9486.86

9487.90

9488.10

9484.84

9484.75

9484.80

9485.00

9485.00 9485.00

9485.00

9491.25 9490.93

9490.22

9488.71

9488.38

9488.28

9489.48

9491.31

9488.10

9487.75

9487.55 9491.25

9491.05 9491.05

9487.55

9487.75

9487.95 9488.06

9488.96

9487.32

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING CONCRETE

CONNECT TO

EXISTING SIDEWALK,

CURB & GUTTER

CONNECT TO EXISTING

CURB & GUTTER

CONNECT TO

EXISTING CONCRETE

9486.16 9485.72

9485.54

9487.19

END CONCRETE PAVING

9490.23

9487.87

9487.84

9491.48

9491.56

9491.50

TW = 9490.20

BW = 9486.90

TW = 9490.60

BW = 9486.80

9486.82

TW = 9487.50

BW = 9487.40

9487.62

-4.92%

9491.329490.87 9490.69

9489.40

9486.75 9487.75

9487.67

9490.35

TW = 9488.90

BW = 9488.90

TW = 9491.30

BW = 9489.80

TW = 9491.40

BW = 9489.80TW = 9489.80

BW = 9489.50

9491.35

-9.39%

9486.30 9486.52

9486.96

9486.75

9487.35

9487.16

9487.92

9491.14

9491.36

9491.44

9491.65

9491.57

9487.31 9487.99

9490.20

9487.81

9487.11

9491.10

9491.61

9491.56

9491.15

9491.25

MATCH EXISTING

GRADE AT TOP

OF CURB

9489.23

9489.07

9488.88

PROPOSED

DRAINAGE SWALE

PROPOSED

DRAINAGE SWALE

9487.50

9486.05 9485.95

9484.45

9483.77

9482.92

9482.18

9481.21

9481.68

PROPOSED DRY WELL

MATCH CONCRETE

GRADE AT FENCE LINE

9491.75

9491.61

9491.75

TW = 9491.10

BW = 9491.10

TW = 9492.00

BW = 9490.30

TW = 9490.40

BW = 9490.30

MATCH EXISTING GRADE

AT TOP OF CURB

MATCH EXISTING GRADE

AT TOP OF CURB

CE No.:

/ 1

/ 2

P M

Pl ot

T im e St am p:

-c o-sr v-

B re ck en rid ge R ec C en te r B al lfi el d Pa vi lio n\

) A ut oC

- C 3.

.d w g

Fi le

L oc at io n/ N am e:

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Breckenridge Rec Center Ballfield Pavilion

LEGEND

SCALE: 1" = 20'

GRADING PLAN

0' 10' 20' 40'

GRADING NOTES

1. THE PROPOSED CONTOURS REPRESENT TOP OF SLAB, FLOWLINE, OR TOP OF SIDEWALK IN PAVEMENT, IN ALL OTHER AREAS, THEY REPRESENT THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL LEAVE THE SITE AT

SUBGRADE ELEVATIONS IN PARKING LOT AND BUILDING AREAS.

2. CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS.

4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE PROPERTY LINE.

5. ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF GRADING PRIOR TO PLACEMENT OF FILL MATERIAL AND REDISTRIBUTED WITH THE TOPSOIL. A STRIPPING DEPTH OF 6" IS ANTICIPATED ON THIS

SITE.

6. SUFFICIENT TOPSOIL SHOULD BE SALVAGED AND STOCKPILED BY THE CONTRACTOR FOR RE-SPREADING IN PERMANENT PLANTING AREAS, INCLUDING PARKING LOT ISLANDS AND GREEN SPACES. STOCKPILING AND RE-SPREADING OF TOPSOIL IS NOT A SEPARATE BID ITEM, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE SITE GRADING. TOPSOIL SALVAGED AS PART OF THE EXCAVATION SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES OVER ALL AREAS DISTURBED BY THE WORK. LARGE STONES, STICKS AND LUMPS SHALL BE REMOVED OR BROKEN UP, AND THE TOPSOIL SHALL BE LEVELED AND RAKED TO MATCH ADJACENT GRADES, READY FOR SEEDING. ANY ROCK OR SAND FROM PAVING ACTIVITIES SHALL BE REMOVED PRIOR TO PLACEMENT OF TOPSOIL. ALL EXCESS SOILS, NOT RE-SPREAD WITHIN THE PROJECT LIMITS, SHALL BE REMOVED BY THE CONTRACTOR.

7. CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE ENGINEER METHODS TO VERIFY POSITIVE DRAINAGE OFF THE BUILDING PADS.

8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING FOR ALL NATURAL AND PAVED AREAS.

9. AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL REMOVE ANY EXCESS EXCAVATION FROM THE SITE.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO COMMENCING CONSTRUCTION.

11. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURES, IF NECESSARY.

12. ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER.

ITEM UNIT QUANTITY

CUT CY 875

FILL CY 739

NET CY 137

EARTHWORK

PROPOSED CONTOUR

EXISTING CONTOUR

APPROXIMATE LIMITS OF GRADING

FLOWLINE

ISSUED

? - # SHEET HISTORY:

Grading Plan

C3.01

2025/03/11 100% Construction Documents

03/11/2025

0.3'

1.5'

WWWWWWWW

FO FO FO FO

UGE

UGE UGE UGE

UGE

UGE UGE UGE

UGE

UGE UGE

UGE

W W

W W W W W W W W

W W

INSTALL NEW 2" WATER TAP PER TOWN

OF BRECKENRIDGE STANDARDS

ABANDON EXISTING

WATER SERVICE IN PLACE

ABANDON EXISTING WATER SERVICE IN PLACE

FOLLOW TOWN OF BRECKENRIDGE CRITERIA FOR WATER

SERVICE SHUTOFF AND ABANDONMENT REQUIREMENTS

89.1 LF OF 2" PE WATER SERVICE WITH

INTERIOR METER AND BACKFLOW

RE: PLUMBING PLANS FOR

CONTINUATION INTO BUILDING

2" - 22-1/4 DEGREE BEND

PROPOSED BATHROOM BUILDING

APPROXIMATE LOCATION OF EXISTING SANITARY SERVICE.

LOCATION AND DEPTH NOT FIELD VERIFIED. CONTRACTOR

SHALL LOCATE AND POTHOLE LOCATION AT START OF

CONSTRUCTION AND COORDINATE WITH CIVIL AND

MECHANICAL ENGINEERS PRIOR TO ANY UTILITY WORK.

INTERCEPT EXISTING SANITARY SERVICE OUTSIDE OF NEW BUILDING

RE: PLUMBING PLANS FOR CONTINUATION INTO BUILDING

REFERENCE ELECTRICAL PLANS FOR ONSITE

LIGHTING AND ELECTRIC LINE ROUTING

REFERENCE ELECTRICAL PLANS FOR ONSITE

LIGHTING AND ELECTRIC LINE ROUTING

REFERENCE ELECTRICAL PLANS

FOR ONSITE FIBER OPTIC ROUTING

03/11/2025

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SCALE: 1" = 20'

UTILITY PLAN

0' 10' 20' 40'

ISSUED

? - # SHEET HISTORY:

Utility Plan

C4.01

2025/03/11 100% Construction Documents

1. THE CONTRACTOR SHALL MAINTAIN STRICT LATERAL CLEARANCE AS SHOWN ON THE

PLANS FOR ALL UTILITY LINES.

2. IF ANY OF THE MAIN OR SERVICE ROUTES ARE ADJUSTED IN THE FIELD BY THE

CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE

ENGINEER A RECORD OF THE EXACT LOCATIONS, AT THE CONTRACTOR'S EXPENSE,

A LICENSED SURVEYOR SHALL BE RETAINED TO LOCATE THE CONDUIT ROUTES. THE

CONTRACTOR SHALL PROVIDE THE SURVEYED LOCATIONS TO THE ENGINEER IN

ELECTRONIC FORMAT.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED.

4. THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL CROSSINGS OF

ALL PROPOSED AND EXISTING UTILITIES PRIOR TO INSTALLATION OF CONDUIT.

CONTACT THE ENGINEER WITH ANY CONFLICTS.

5. REFER TO THE TOWN OF BRECKENRIDGE WATER CONSTRUCTION STANDARDS FOR

CONSTRUCTION STANDARDS AND DETAILS.

GENERAL NOTES

1. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED

BY THE CONTRACTOR.

2. PRIOR TO FINAL ACCEPTANCE ALL WATER MAIN PIPE SHALL BE DISINFECTED BY THE

CONTRACTOR.

3. ALL WATER METERS, PUMPS, AND BACKFLOW PREVENTERS ARE LOCATED INSIDE

BUILDING. REFER TO PLUMBING PLANS FOR DESIGN AND LOCATIONS.

4. WATER SERVICE PIPE SHALL HAVE A 9.0' MINIMUM BURY DEPTH AS MEASURED FROM

FINISHED GROUND TO TOP OF PIPE.

5. SITE SHALL BE TO FINISHED GRADE PRIOR TO INSTALLATION OF WATER SERVICE.

6. REFER TO PLUMBING PLANS FOR WATER SERVICE TIE-INS WITH BUILDING.

1. REFER TO PLUMBING PLANS FOR SANITARY SEWER TIE-INS WITH BUILDING.

SANITARY SEWER SERVICE NOTES

WATER SERVICE NOTES

UGE

UGE UGE

UGE

UGEUGE

UGE

W W

W W W W W W

W W

DEMO & REMOVE EXISTING

BUILDING. PRESERVE & PROTECT

EXISTING ELECTRICAL UTILITIES,

REF. ELEC. SHTS.

DEMO & REMOVE ALL EXISTING

STEEL BOLLARDS, TYP.

PRESERVE & PROTECT EXISTING

CONCRETE

PRESERVE & PROTECT EXISTING

BALLFIELD FENCING & DUGOUTS,

TYP. PRESERVE &

PROTECT EXISTING

SIGN & ARTWORK

SAWCUT ASPHALT

FULL DEPTH, TYP.

PRESERVE & PROTECT

PLAY AREA AND

EQUIPMENT

PRESERVE & PROTECT

EXISTING CONCRETE

REMOVE & STORE EXISTING

PEDESTRIAN LIGHT POLE TO

BE RELOCATED, TYP. OF 17

SAWCUT PAVEMENT FULL

DEPTH AT NEAREST

CONTROL JOINT

DEMO & REMOVE

EXISTING ASPHALT

REC PATH

PRESERVE & PROTECT

EXISTING LIGHT POLE

PRESERVE & PROTECT ALL

EXISTING FIELD LIGHTS, TYP.

PRESERVE & PROTECT

EXISTING LIGHT POLE

PRESERVE & PROTECT EXISTING

UTILITIES IN THIS LANDSCAPE

AREA. REF ELEC. SHTS.

DEMO EXISTING PLANTER WALL.

PRESERVE & PROTECT EXISTING

PLANTER EDGE TO BE REPLACED

DEMO EXISTING PLANTER WALL.

PRESERVE & PROTECT EXISTING

PLANTER EDGE TO BE REPLACED

PRESERVE & PROTECT

EXISTING PICNIC AMENITIES

REMOVE & STORE TRASH &

RECYCLING RECEPTACLES FOR

RELOCATION

DEMO EXISTING HANDRAILS,

TYP.

DEMO & REMOVE EXISTING

ROCK WALL & OBJECTS WITHIN

DEMO & REMOVE EXISTING

PICNIC AMENITIES & SITE

FURNISHINGS IN THIS AREA

LIMITS OF CONSTRUCTION

DEMO EXISTING PLANTER

WALLS SURROUNDING

BUILDING, TYP.

DEMO EXISTING ROCK WALL

DEMO EXISTING PLANTER WALL

PRESERVE &

PROTECT EXISTING

BOULDER WALL

PROVIDE TEMPORARY

REC PATH DETOUR

DURING

CONSTRUCTION OF

NEW REC PATH. REF

DEMO NOTE 12, THIS

SHT FOR PHASING.

TEMPORARY PATH TO

BE DETERMINED ON

SITE.

ALL DISTURBED

ARES SHALL BE

SEEDED

REMOVE ALL METAL BENCH

TOPPER, TYP THROUGHOUT.

P&P ISTING CONCRETE

SEATING.

REMOVE ALL METAL BENCH

TOPPER, TYP THROUGHOUT.

P&P ISTING CONCRETE

SEATING.

DEMO EXISTING PLANTER WALL.

DEMO & REMOVE EXISTING

PLANTER BED & VEGETATION IN

HATCHED AREA. TYP

DEMO EXISTING FREE

STANDING PLANTER BEDS

DEMO EXISTING BENCH AND

RETAINING WALL

SAWCUT ASPHALT

FULL DEPTH

REMOVE BENCH

REMOVE & STORE

EXISTING POLE SIGN

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EXISTING CONDITIONS AND DEMOLITION PLAN

0' 15' 30' 60'

ISSUED

? - # SHEET HISTORY:

Existing Conditions and Demolition Plan

L1.01

2025/03/11 100% Construction Documents

SYMBOLS LEGEND

1. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL POINTS.

2. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, SIGNING, BARRICADES, ENCLOSURES, ETC. TO THE BEST PRACTICES AND APPROVED BY THE OWNER AND THE TOWN OF BRECKENRIDGE.

3. CONTINUOUS PEDESTRIAN & VEHICULAR ACCESS SHALL BE MAINTAINED FOR THE EXISTING PROPERTY AT ALL

TIMES FOR THE DURATION OF THE PROJECT. REFER TO PHASING NOTES FOR MORE DETAILS.

4. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES OF FENCE, FLUMES, FOUNDATIONS, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. (EXCEPT WHERE NOTED BY ENGINEER). SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE TOWN OF BRECKENRIDGE

SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE

DEMOLITIONS AND DISPOSAL.

7. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.

UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.

8. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED, RELOCATED, AND/OR ABANDONED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE

PERFORMED BY THE UTILITY COMPANY'S FORCES.

9. ALL SIDEWALK & PAVEMENT TO REMAIN SHALL BE PROTECTED IN PLACE INCLUDING PROTECTION FROM DAMAGE CAUSED BY REMOVAL OF ABUTTING CONCRETE. THE CONTRACTOR SHALL SAW CUT, FULL DEPTH AT NEAREST

JOINT.

10. DO NOT DISRUPT UTILITY SERVICES TO ADJACENT BUSINESSES OR RESIDENCES WITHOUT PRIOR WRITTEN

APPROVAL BY THE ARCHITECT OR OWNER.

11. TURN OVER ALL SITE AMENITIES IN CONSTRUCTION ZONE TO OWNER FOR FUTURE REINSTALLATION OR

RELOCATION

12. BLUE RIVER REC. PATH MUST BE USABLE THROUGHOUT DEMO AND CONSTRUCTION. NEW PATH TO BE CONSTRUCTED ALONG BLUE RIVER PATH PRIOR TO ANY DEMOLITION OF THE BLUE RIVER REC. PATH. RE PLANS

FOR DETAILS.

13. ALL DISTURBED AREAS, INCURRING AT LIMIT OF CONSTRUCTION, SHALL BE SEEDED.

DEMOLITION NOTES

EXISTING CONTOUR

PROPERTY LINE

EASEMENT LINE

BUILDING SETBACK LINE

OVERHEAD BUILDING LINE

SHRUB PERIMETER LINE

OVERHEAD ELECTRICAL LINE

UNDERGROUND ELECTRICAL LINE

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND NATURAL GAS LINE

UNDERGROUND SANITARY SEWER LINE

UNDERGROUND STORM SEWER LINE

UNDERGROUND TELEPHONE LINE

UNDERGROUND TELEVISION LINE

UNDERGROUND WATER LINE

LIMITS OF WORK

CONTRACTOR STAGING & PARKING

CONSTRUCTION FENCE

MONUMENT FOUND

CONTROL POINT

BENCHMARK

ELECTRICAL PEDESTAL

ELECTRICAL PULLBOX

LIGHT POLE

POWER POLE

GUY WIRE

FLAG POLE

SIGN

SANITARY SEWER CLEAN OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

TELEPHONE MANHOLE

TRANSFORMER

TELEVISION PEDESTAL

FIRE HYDRANT

WATER VALVE

SHRUB

EXISTING TREE

GENERAL NOTES & INFORMATION

1. THE SURVEY WAS COMPLETED BY MAJESTIC SURVEYING ON 10/25/2024.

2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND RECORD DRAWINGS RECEIVED, THE SURVEYOR MAKES NO GUARANTEES THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THIS INCLUDES PRIVATE AND PUBLIC UTILITIES. FURTHER VERIFICATION MAY BE REQUIRED TO IDENTIFY UTILITIES NOT SHOWN HEREIN. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED THROUGH THE "ONE CALL" SYSTEM. CALL THE UNDERGROUND HOTLINE FOR UTILITY LOCATIONS AT 1-800-922-1987. FIELD VERIFY ALL SITE SPECIFIC UTILITIES.

3. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS SHOWN ON PLAN, ANY DISCREPANCIES NOTICED IN FIELD SHALL BE RELAYED TO LANDSCAPE ARCHITECT / OWNER PRIOR TO COMMENCEMENT OF ANY

WORK.

4. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED THROUGH THE "ONE CALL" SYSTEM. CALL BOTH ENTITIES BEFORE YOU DIG. CALL THE UNDERGROUND HOTLINE FOR UTILITY LOCATIONS AT 1-800-331-5666.

FIELD VERIFY ALL SITE SPECIFIC UTILITIES. LOCATION FOR EXISTING SITE SPECIFIC UTILITIES IS UNKNOWN.

5. THE GENERAL CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES TO REMAIN DURING

CONSTRUCTION.

6. THE GENERAL CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING PLANTING BEDS, SHRUBS AND TREES TO REMAIN ON SITE. DO NOT PARK, DRIVE OR STACK CONSTRUCTION MATERIALS IN THESE AREAS.

REFER TO TREE PROTECTION PLAN FOR MORE DETAILS.

7. THE GENERAL CONTRACTOR SHALL NOT REMOVE OR ALTER ANY PROTECTION FENCING WITHOUT PRIOR

WRITTEN CONSENT FROM OWNER AND LANDSCAPE ARCHITECT.

8. THE GENERAL CONTRACTOR SHALL MAINTAIN THE EXISTING IRRIGATION SYSTEM DURING CONSTRUCTION AND

MODIFY AREAS AS SHOWN ON THE PLANS TO ACCOMMODATE NEW CONSTRUCTION.

9. REFER TO THE SPECIFICATION FOR ADDITIONAL INFORMATION ON SITE ACCESS, SITE USE AND AVAILABLE

STORAGE AREAS.

10. NOTE FOR ALL LIGHT POLES BEING REMOVED: REMOVE LIGHT FIXTURE AND TURN OVER TO OWNER, TYP.

OHE OHE

UGE UGE

FO FO

GAS GAS

SS SS

S S S T T T

CATV CATV

W W W

DEMO LEGEND:

SIDEWALK CONCRETE

ASPHALT PAVEMENT

EXISTING TURF

EB ELECTRICAL BOX

BOLLARD

VB IRRIGATION VALVE BOX

UGE

UGE UGE

UGE

UGEUGE

UGE

W W

W W W W W W

W W

REMOVE & GRUB

EXISTING TREE.

TYP. OF 107

LIMITS OF CONSTRUCTION

PRESERVE &

PROTECT ALL

EXISTING TREES

ON EAST SIDE OF

BLUE RIVER REC

PATH

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Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com

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SCALE: 1" = 30'

TREE MITIGATION PLAN

0' 15' 30' 60'

ISSUED

? - # SHEET HISTORY:

Tree Mitigation Plan

L1.02

2025/03/11 100% Construction Documents

GENERAL TREE & ROOT PROTECTION NOTES

1. PRESERVE & PROTECT THE ROOT ZONE OF ALL TREES TO REMAIN FROM CONSTRUCTION ACTIVITIES. PROVIDE

TEMPORARY, 6' HIGH, CHAIN LINK FENCING, 1'-6" OUTSIDE OF DRIPLINE. THIS IS THE TREE PROTECTION ZONE. IN AREAS WHERE THE DRIPLINES TOUCH OR ARE CLOSE, A SINGLE FENCE INSTALLATION CAN ENCOMPASS THE MASSING. FENCING CAN ALSO DOUBLE AS THE LIMITS OF CONSTRUCTION FENCING, REF. L1.0 SHTS.

2. VEHICULAR TRAFFIC AND STORAGE OF MATERIAL IS PROHIBITED IN THE TREE PROTECTION ZONES.

3. GRADING & DUMPING OF CHEMICALS AND OTHER MATERIALS IS PROHIBITED IN THE TREE PROTECTION ZONES.

4. MINIMIZE FOOT TRAFFIC & SPREAD MULCH OVER ROOT ZONE AREAS (AREAS WITHIN THE DRIPLINE) AND WHEN NECESSARY TO COMPLETE CONSTRUCTION, BRIDGE OVER THE ROOT ZONE TO ELIMINATE COMPACTION.

5. WHEN IT IS NECESSARY TO CUT ROOTS FOR DEMOLITION OR NEW CONSTRUCTION, CLEANLY PRUNE CUT ROOTS

AND REFILL CUT AREA WITH PLANTING BED SOIL AND WATER IMMEDIATELY.

6. REPAIR AND MULCH PLANTING BEDS AND OVER SEED TURF AREAS AFTER CHAIN LINK FENCE IS REMOVED AT

THE END OF CONSTRUCTION.

GENERAL TREE REMOVAL NOTES

1. CLEAR AND GRUB TREES AS SHOWN ON THE TREE MITIGATION PLAN.

2. MINIMIZE DISTURBANCE TO TREES AND OTHER PLANTS THAT ARE TO REMAIN ON SITE. RESPECT TREE/ ROOT PROTECTION ZONES. WHEN NECESSARY, REMOVE TREES BY HAND WITHOUT THE AID OF LARGE MACHINES.

CLEAR & GRUB TREE

CONSTRUCTION FENCE

APPROXIMATE TREE DRIP LINE

SYMBOLS LEGEND

AREA 'A'

AREA 'B'

AREA 'E'

AREA 'D'

AREA 'E'

AREA 'C'

AREA 'E'

PHASE 2: REF SHT L2.12

PROPOSED RESTROOM

& STORAGE BUILDING

SHADED SEATING AREA

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

SYNTHETIC TURF

MATERIALS LEGEND

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SCALE: 1" = 30'

SITE MATERIALS PLAN OVERVIEW

0' 15' 30' 60'

ISSUED

? - # SHEET HISTORY:

Site Materials Plan Overview

L2.01

AREA 'B'

L6.01

MATCH EXISTING

SIDEWALK GRADE

L6.01

PHASE 2: REF SHT L2.12

VEHICLE

DROP-OFF

CONCRETE CURB

& GUTTER

CONCRETE

CONSTRUCTION JOINT

ASPHALTIC CONCRETE

PAVEMENT

CONCRETE &

ASPHALTIC JOINT

VEHICLE

DROP-OFF

L6.02

NORTH FIELD TERRACED

SEATING - TYPE A

L6.02

NORTH FIELD TERRACED

SEATING - TYPE A

L6.01

CONCRETE & ASPHALTIC JOINT

DROP-OFF STRIPING

RELOCATED LIGHT POLE,

TYP. REF. ELEC. SHTS

RELOCATED POLE SIGN

L6.01

CIP WALL GUARDRAIL

L6.01

CIP WALL GUARDRAIL

BAR HEIGHT RAIL TABLE,

REF FURN LEGEND

BAR HEIGHT RAIL TABLE,

REF FURN LEGEND

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

SYNTHETIC TURF

MATERIALS LEGEND

CE No.:

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Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com

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Portland, Oregon

Fort Collins, Colorado

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ISSUED

? - # SHEET HISTORY:

Site Materials Plan Area 'A'

L2.02

2025/03/11 100% Construction Documents

SCALE: 1" = 10'

SITE MATERIALS PLAN AREA 'A'

0' 5' 10' 20'

FURNITURE LEGEND:

BAR HEIGHT RAIL TABLE

MANUFACTURER: SITESCAPES

MODEL: UL6-72x10x42-SM

QUANTITY: 16

TUBE COLOR: FOREST

TABLE COLOR: FOREST

INSTALLATION: SURFACE MOUNTED

* OR APPROVED EQUAL DURING BIDDING PROCESS

AREA 'B'

12.00'

TYP.

L6.01

PHASE 2: REF SHT L2.12

L6.01

PHASE 2: REF SHT L2.12

VEHICLE

DROP-OFF

CONCRETE CURB

& GUTTER

CONCRETE

CONSTRUCTION JOINT

CONCRETE &

ASPHALTIC JOINT

PHASE 2: REF SHT L2.12

VEHICLE

DROP-OFF

L6.01

5" THICK CONCRETE

PAVEMENT

L6.02

NORTH FIELD TERRACED

SEATING - TYPE A

L6.02

BOULDER TRANSITION

AREA

L6.01

C.I.P. CONCRETE

STEPS TYPE 'A'

L6.01

C.I.P. CONCRETE

STAIR TYPE 'B'

L6.01

CONCRETE CURB & GUTTER

L6.01

CONCRETE CURB & GUTTER

RELOCATED LIGHT POLE,

TYP. REF. ELEC. SHTS

L6.01

CIP WALL GUARDRAIL

BAR HEIGHT RAIL TABLE,

REF FURN LEGEND

BAR HEIGHT RAIL TABLE,

REF FURN LEGEND

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

SYNTHETIC TURF

MATERIALS LEGEND

CE No.:

/ 1

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T im e St am p:

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L oc at io n/ N am e:

Architecture Engineering Planning Landscape Architecture Commissioning clarkenersen.com

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Lawrence, Kansas

Portland, Oregon

Fort Collins, Colorado

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Charleston, South Carolina

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ISSUED

? - # SHEET HISTORY:

Site Materials Plan Area 'B'

L2.03

2025/03/11 100% Construction Documents

SCALE: 1" = 10'

SITE MATERIALS PLAN AREA 'B'

0' 5' 10' 20'

FURNITURE LEGEND:

BAR HEIGHT RAIL TABLE

MANUFACTURER: SITESCAPES

MODEL: UL6-72x10x42-SM

QUANTITY: 16

TUBE COLOR: FOREST

TABLE COLOR: FOREST

AREA 'E'

AREA 'C'

AREA 'E'

.00

L6.01

PHASE 2: REF SHT L2.12

PRIMARY REC PATH ROUTE

SHADED SEATING

AREA

5" THICK CONCRETE

PAVEMENT

CONCRETE &

ASPHALTIC JOINT

PROPOSED

RESTROOM &

STORAGE BUILDING

L6.02

NORTH FIELD TERRACED

SEATING - TYPE A

L6.02

CIP CONCRETE WALL

L6.01

C.I.P. CONCRETE STAIR TYPE 'B'

L6.02

CURB/SYNTHETIC TURF SECTION

L6.02

SLOPED TURF SEATING AREA W/

BOULDER SEAT WALL

L6.01

CONCRETE CURB & GUTTER

L6.01

C.I.P. CONCRETE

STEPS TYPE 'A'

L6.02

CIP CONCRETE WALL

L6.01

L6.02

SNAPCUT BOULDER

IN CONCRETE

L6.02

SNAPCUT BOULDER

IN CONCRETE

RELOCATED LIGHT POLE,

TYP. REF. ELEC. SHTS

L6.01

CIP WALL GUARDRAIL

BAR HEIGHT RAIL TABLE,

REF FURN LEGEND

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

SYNTHETIC TURF

MATERIALS LEGEND

CE No.:

/ 1

/ 2

P M

Pl ot

T im e St am p:

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0…

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