PLAN SET - Ballfield Pavilion - DRAFT.pdf

PDF 9 MB Posted Feb 3, 2025

Attached to: 2025 CIP Construction Material Testing RFP
Solicitation number: 1
Issued by: Teller County, Colorado

About this file

Written by GovTribe AI · Apr 14, 2025

This document is a comprehensive draft architectural and engineering plan set for the Breckenridge Recreation Center Ballfield Pavilion located at 880 Airport Road in Breckenridge, Colorado. The plan set, prepared by Clark Enersen Partners, is dated January 15, 2025, and covers multiple disciplines including architectural, structural, mechanical, electrical, and plumbing design for a new ballfield pavilion. The project involves renovating restroom facilities, site improvements, and constructing a new pavilion structure adjacent to existing ball fields. The design documents include detailed site plans, floor plans, utility plans, demolition plans, structural details, mechanical and electrical system layouts, and comprehensive technical specifications.

The pavilion is a single-story, approximately 714 square foot building constructed with steel stud walls, metal deck roofing, and a wood tongue and groove deck. The project is classified as a B (Business) occupancy with Type VB construction. The design incorporates accessibility features, energy-efficient systems, and follows the 2018 International Building Code. Key systems include an energy recovery ventilator (ERV-1), electric unit heaters, and a comprehensive lighting control system using nLight technology. The project appears to be part of the Town of Breckenridge's 2025 Capital Improvement Program, with funding likely coming from municipal sources, though specific budget details are not explicitly outlined in the design documents.

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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

Design Development

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

620-001-24

January 15, 2025

Title Sheet

G000

GENERAL

Breckenridge Recreation Center Ballfield Pavilion Design

880 Airport Road, Breckenridge, CO 80424

CE Project No.: 620-001-24 January 15, 2025

CIVIL

STRUCTURAL

G0.00 Title Sheet & Drawing Index

S0.00 Structural Notes

ELECTRICAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEER

Grading and Erosion Control PlanC3.01

Storm Sewer Plan & ProfileC4.01

L2.01 Site Plan Overview

L2.05

Site Planting Plan Overview

LANDSCAPE ARCHITECTURAL

L4.01

Site Layout Plan Area 'D'

VICINITY PLAN (BRECKENRIDGE, CO)

L2.02 Site Layout Plan Area 'A'

Site Layout Plan Area 'E'L2.06

A0.00 Wall Type Schedule & Details

ARCHITECTURAL

L1.01 Existing Conditions & Site Demolition Plan

L2.03 Site Layout Plan Area 'B'

L2.04 Site Layout Plan Area 'C'

Site Planting Plan Area 'A'L4.02

ARCHITECT

MAIN STREET

KINGDOM DRIVE

PROJECT

AREA

BLUE RIVER REC PATH

Site Planting Plan Area 'B'L4.03

Site Planting Plan Area 'C'L4.04

Site Planting Plan Area 'D'L4.05

Site Planting Plan Area 'E'L4.06

Site DetailsL6.02

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 Floor 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

E4.02 Electrical Schedules

E5.01 Electrical Details

9493 94

94959491

9488948

TW = 9490.40

BW = 9487.70

TW = 9491.60

BW = 9487.40

TW = 9492.20

BW = 9487.00

TW = 9488.10

BW = 9486.10

TW = 9488.40

BW = 9485.50

TW = 9489.30

BW = 9485.40

TW = 9488.10

BW = 9488.00

TW = 9487.70

BW = 9484.80

TW = 9487.10

BW = 9484.80

TW = 9487.20

BW = 9487.00

PROPOSED

BATHROOM

BUILDING

FFE = 9489.0'

PROPOSED BIKE PATH

4 - 6" STAIR RISERS

PROPOSED

CURB & GUTTER

-2.

%-1.10%

-1.96%

-1.17%

-3.11%

-0.58%

-1.90%

-0.

-3.

-1.16%

9488.48 9488.29

9487.98 9488.28

9485.34

9485.37

9485.14

9484.74

9487.08 9486.81

9487.02

9487.28

9485.80

9485.53

9486.03

9486.07 9484.40

9483.93

9484.68

9484.08

9484.14 9484.03

9483.61 9483.37

9483.47

9483.66 9483.68

9483.88

9484.50

9488.27

9488.09

9488.23

9488.10

9487.90

9487.83

9487.61

9487.57

9487.32 9487.49

9488.23 9489.029489.00

9488.13

9487.40

9486.90

9488.40

9488.95

9489.03

9489.03 9489.02

9489.03

9484.75

9488.83

9484.75 9488.05

9487.85

9487.56

9484.75

9484.95

9484.95 9484.95

9484.95

9488.75

9487.92

9487.45

9487.76

9488.72

9488.88

9489.09

9488.75

9488.10

9487.75

9487.55 9488.75

9488.55 9488.55

9487.55

9488.75

9487.75

9489.38 9489.01

9488.56

9487.74

9486.08

9485.69

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK,

CURB & GUTTER

CONNECT TO EXISTING

CURB & GUTTER

CONNECT TO

EXISTING SIDEWALKCONNECT TO

EXISTING SIDEWALK

TW = 9485.20

BW = 9484.90

TW = 9484.10

BW = 9483.70

TW = 9491.60

BW = 9484.70

TW = 9491.10

BW = 9484.50

TW = 9490.50

BW = 9484.30

9484.50

9483.80

9484.10

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

- C 3.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

LEGEND

SCALE: 1" = 20'

OVERALL 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 2675

FILL CY 225

NET CY 2450

EARTHWORK

PROPOSED CONTOUR

EXISTING CONTOUR

APPROXIMATE LIMITS OF GRADING

FLOWLINE

Overall Grading Plan

C3.01

WWWWWWWW

UGE

W W

W W W W W W W W

W W

INSTALL NEW 2" WATER TAP

ABANDON EXISTING

WATER SERVICE IN PLACE

ABANDON EXISTING WATER SERVICE IN PLACE.

FOLLOW CITY CRITERIA FOR WATER SERVICE

SHUTOFF AND ABANDONMENT REQUIREMENTS.

89.1 LF OF 2" 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.

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

- C 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 20'

UTILITY PLAN

0' 10' 20' 40'

Utility Plan

C4.01

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

S S

S S S S S S S S S S S S

SSSSSSSSSSS

S S S S S S S S S S S S S S S S S S S S S S S S

S S

DEMO & REMOVE EXISTING

BUILDING. PRESERVE & PROTECT

EXISTING ELECTRICAL UTILITIES,

REF. ELEC. SHTS.

REMOVE & GRUB

EXISTING TREE.

TYP. OF 86

DEMO & REMOVE EXISTING

BOLLARDS. TYP. OF 47

DEMO EXISTING PLANTER WALL.

PRESERVE & PROTECT EXISTING

PLANTER EDGE TO BE REPLACED

PRESERVE & PROTECT EXISTING

CONCRETE

PRESERVE & PROTECT EXISTING

BALLFIELD FENCING & DUGOUTS,

TYP.

PRESERVE & PROTECT

EXISTING SIGN & ARTWORK

SAWCUT ASPHALT

FULL DEPTH

PRESERVE & PROTECT

PLAY AREA AND

EQUIPMENT

PRESERVE & PROTECT

EXISTING CONCRETE

REMOVE & STORE EXISTING

PEDESTRIAN LIGHT POLE

TO BE RELOCATED, TYP. OF

SAWCUT PAVEMENT FULL

DEPTH AT NEAREST

CONTROL JOINT

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

DEMO & REMOVE EXISTING

PLANTER BED & VEGETATION IN

HATCHED AREA. TYP

PRESERVE & PROTECT EXISTING

UTILITIES IN THIS LANDSCAPE

AREA. REF ELEC. SHTS.

SAWCUT ASPHALT

FULL DEPTH

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 EXISTING BENCH AND

RETAINING WALL

LIMITS OF CONSTRUCTION

PRESERVE & PROTECT ALL

EXISTING FIELD LIGHTS, TYP.

DEMO & REMOVE EXISTING

ROCK WALL

DEMO & REMOVE EXISTING

PICNIC AMENITIES IN THIS

AREA

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

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

TELEPHONE PEDESTAL

TELEVISION PEDESTAL

FIRE HYDRANT

WATER VALVE

SHRUB

CONIFEROUS TREE

DECIDUOUS 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:

CLEAR & GRUB TREE

SIDEWALK CONCRETE

ASPHALT PAVEMENT EXISTING TURF

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. L1.01 SHTS.

2. INSTALL TEMPORARY FENCING AND RECEIVE APPROVAL OF THE CAMPUS FACILITIES PRIOR TO ANY DEMOLITION

WORK TO OCCUR IN THE AREA.

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

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

5. 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.

6. 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.

7. 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 REMOVAL AND ROOT ZONE PROTECTION PLANS.

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.

3. CONTRACTOR TO FOLLOW NEBRASKA DEPARTMENT OF TRANSPORTATION AVIAN PROTECTION PLAN

PROCEDURES AND SCHEDULES BEFORE TREE REMOVAL.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 30'

EXISTING CONDITIONS AND DEMOLITION PLAN

0' 15' 30' 60'

Existing Conditions and Demolition Plan

L1.01

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

S S

AREA 'A'

AREA 'B'

AREA 'E'

AREA 'D'

AREA 'E'

AREA 'C'

AREA 'E'

PROPOSED RESTROOM

& STORAGE BUILDING

SHADED SEATING

AREA

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

REFERENCE NOTES SCHEDULE

CE No.:

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- L 2.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 30'

SITE PLAN OVERVIEW

0' 15' 30' 60'

Site Plan Overview

L2.01

UGE

AREA 'A'

AREA 'B'

VEHICLE

DROP-OFF

PARKING LOT STRIPING

MATCH EXISTING

SIDEWALK GRADE

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

CONCRETE CURB

& GUTTER

L6.01

5" THICK CONCRETE

PAVEMENT

L6.01

ASPHALTIC CONCRETE

PAVEMENT

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

REFERENCE NOTES SCHEDULE

CE No.:

/ 1

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DRAFT

PREPARED FOR PRELIMINARY

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NOT FOR CONSTRUCTION.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Layout Plan Area 'A'

L2.02SCALE: 1" = 10'

SITE LAYOUT PLAN AREA 'A'

0' 5' 10' 20'

AREA 'A'

AREA 'B'

VEHICLE

DROP-OFF

POTENTIAL SNOW

STORAGE AREA

PARKING LOT STRIPING

12.00'

TYP.

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

CONCRETE CURB

& GUTTER

L6.01

5" THICK CONCRETE

PAVEMENT

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

ASPHALTIC CONCRETE

PAVEMENT

L6.01

5" THICK CONCRETE

PAVEMENT

L6.01

CONCRETE &

ASPHALTIC JOINT

ENTRY FEATURE

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

REFERENCE NOTES SCHEDULE

CE No.:

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DRAFT

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SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Layout Plan Area 'B'

L2.03SCALE: 1" = 10'

SITE LAYOUT PLAN AREA 'B'

AREA 'E'

AREA 'C'

AREA 'E'

PRIMARY REC PATH ROUTE

PROPOSED

RESTROOM &

STORAGE BUILDING

SHADED SEATING

AREA

.00

CONCRETE PAD FOR

FUTURE STORAGE SHED

PICNIC TABLE, TYP.

TREE GRATE, TYP.

REF SHT. L4.04 FOR

PLANTING.

L6.01

1-3 L6.01

5" THICK CONCRETE

PAVEMENT

L6.01

CONCRETE &

ASPHALTIC JOINT

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

20.00'

30.00'

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

REFERENCE NOTES SCHEDULE

CE No.:

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T im e St am p:

DRAFT

PREPARED FOR PRELIMINARY

SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

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- L 2.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Layout Plan Area 'C'

L2.04SCALE: 1" = 10'

SITE LAYOUT PLAN AREA 'C'

AREA 'E'

AREA 'D'

AREA 'E'

PRIMARY REC PATH ROUTE

12.00'

TYP.

CONCRETE PAD FOR

FUTURE STORAGE SHED

L6.01

ASPHALTIC CONCRETE PAVEMENT

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

L6.01

CONCRETE &

ASPHALTIC JOINT

PROPOSED

BATTING CAGES

20.00'

40.00'

SYNTHETIC

TURF AREA

SECONDARY

ENTRY FEATURE

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

SYNTHETIC TURF

REFERENCE NOTES SCHEDULE

CE No.:

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PREPARED FOR PRELIMINARY

SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Layout Plan Area 'D'

L2.05SCALE: 1" = 10'

SITE LAYOUT PLAN AREA 'D'

AREA 'E'

AREA 'D'

AREA 'E'

AREA 'C'

AREA 'E'

HILLSIDE

SEATING AREA

CONCRETE PAD FOR

FUTURE STORAGE SHED

1-3 L6.01

5" THICK CONCRETE

PAVEMENT

L6.01

SILOAM SANDSTONE

SEGMENTAL WALL

20.00'

SYMBOL DESCRIPTION

5" CONCRETE WALK

ASPHALT WALK

ASPHALT DRIVE

REFERENCE NOTES SCHEDULE

CE No.:

/ 1

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Pl ot

T im e St am p:

DRAFT

PREPARED FOR PRELIMINARY

SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

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- L 2.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Layout Plan Area 'E'

L2.06SCALE: 1" = 10'

SITE LAYOUT PLAN AREA 'E'

S S

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

CE No.:

/ 1

/ 2

A M

Pl ot

T im e St am p:

DRAFT

PREPARED FOR PRELIMINARY

SUBMISSION AND REVIEW ONLY --

NOT FOR CONSTRUCTION.

-c o-sr v-

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- L 4.

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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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 30'

SITE PLANTING PLAN OVERVIEW

0' 15' 30' 60'

Site Planting Plan Overview

L4.01

MIN 6' DIA

TREE PLANTING NOTES:

1) DO NOT HEAVILY PRUNE THE TREE AT

PLANTING, PRUNE ONLY CROSSOVER LIMBS,

CO-DOMINANT LEADERS, & BROKEN OR DEAD

BRANCHES.SOME INTERIOR TWIGS &

LATERAL BRANCHES MAY BE PRUNED. DO

NOT REMOVE THE TERMINAL BUDS OF

BRANCHES THAT EXTEND TO THE EDGE OF

THE CROWN

2) MARK THE NORTH SIDE OF THE TREE IN THE

NURSERY, AND ROTATE TREE TO FACE

NORTH AT THE SITE WHENEVER POSSIBLE

3) SET TOP OF ROOT BALL 1-2 INCHES HIGHER

THAN SURROUNDING GRADE

4) APPLY 3"TH WOOD MULCH, DO NOT PLACE

MULCH IN DIRECT CONTACT w/ TREE TRUNK

5) APPLY TREE WRAP TO TRUNK FROM THE BTM

UPWARD, SECURE w/ TAPE

6) EACH TREE MUST BE PLANTED SUCH THE

TRUNK FLARE IS VISIBLE AT THE TOP OF THE

ROOT BALL. TREES WHERE THE FLARE IS

NOT VISIBLE SHALL BE REJECTED. DO NOT

COVER THE TOP OF THE ROOT BALL w/ SOIL

7) REMOVE ALL TWINE, ROPE, WIRE AND

BURLAP FROM THE ROOT BALL AND REMOVE

WIRE BASKETS.

8) PLACE ALL ROOT BALLS ON UNEXCAVATED

OR TAMPED SOIL, TYP

STAKING REQUIREMENTS:

1) STAKING SHALL BE w/APPROVAL OF

LANDSCAPE ARCH, IF TREE WILL NOT BE

ABLE TO SUPPORT ITSELF

(DEPENDS ON SPECIES)

2) WIRE / CABLE SHALL BE GALV, 14-GAUGE

FOR TREES UNDER 2 1/2" CAL, 12-GAUGE

FOR TREES OVER 3" CAL.

3) TIGHTEN WIRE / CABLE ONLY ENOUGH

TO KEEP FROM SLIPPING, ALLOW FOR

SOME TRUNK MOVEMENT PLASTIC HOSE

SHALL BE LONG ENOUGH TO

ACCOMMODATE 1 1/2" OF GROWTH

4) STAKES SHALL BE 1 1/2"x1 1/2"

HARDWOOD OR EQUAL

PLANTING BED NOTES:

1) REMOVE TOP 12" OF SOIL

2) SCARIFY SUBGRADE TO A 12" DEPTH PRIOR

TO PLACEMENT OF AMENDED TOPSOIL

3) PLACE 12" OF AMENDED TOPSOIL

COMPOSED OF 75% NEW OR

REDISTRIBUTED TOPSOIL & 25% COMPOST

4) APPLY 3" TH BED OF MULCH ON PERENNIAL

PLANT BED, DO NOT COVER PLANTS

SHRUB PLANTING NOTES:

1) SET SHRUB AT SAME DEPTH AT WHICH IT

GREW IN THE FIELD OR CONTAINER

2) PRUNE, THIN & SHAPE SHRUBS IN

ACCORDANCE w/ STANDARD

HORTICULTURAL PRACTICE

INITIAL WATERING:

WHEN BACKFILL IS 2/3 COMPLETE, WATER

THOROUGHLY UNTIL NO MORE IS ABSORBED

MULCH RING

12" AMENDED TOPSOIL,

REF SPEC, TYP.

12" SACRIFICED SUBGRADE

BACKFILL W/ AMENDED

TOPSOIL, TYP.

PLANTING INSTALLATION

1/2" = 1'-0"

P-BRECK-PLA-01

PROVIDE A 6" DEEP x 6" WIDE

TRENCH & FILL W/ MULCH

PREPARED PLANTING SOIL,

REF SPECIFICATION

6"6"

CULTIVATED MULCH EDGE

1/2" = 1'-0"

P-BRECK-CUL-01

UGE

W W

AREA 'A'

AREA 'B'

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

CE No.:

/ 1

/ 2

A 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

- L 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 10'

SITE PLANTING PLAN AREA 'A'

0' 5' 10' 20'

Site Planting Plan Area 'A'

L4.02

UGE

UGE UGE

W W

W W W W W W W W W W W W W W W W

W W

AREA 'A'

AREA 'B'

WWWWWWWWWWWWWWWW W

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

0' 5' 10' 20'

Site Planting Plan Area 'B'

L4.03

CE No.:

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A 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

- L 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SCALE: 1" = 10'

SITE PLANTING PLAN AREA 'B'

W W

AREA 'A'

AREA 'E'

AREA 'C'

AREA 'E'

PROPOSED

RESTROOM &

STORAGE BUILDING

EXISTING TREE, TO REMAIN

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

PROPOSED TREE

PLANTER, AT GRADE

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

0' 5' 10' 20'

Site Planting Plan Area 'C'

L4.04

CE No.:

/ 1

/ 2

A 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

- L 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SITE PLANTING PLAN AREA 'C'

AREA 'E'

AREA 'D'

AREA 'E'

EXISTING TREE, TO REMAIN

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

0' 5' 10' 20'

Site Planting Plan Area 'D'

L4.05

CE No.:

/ 1

/ 2

A 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

- L 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SITE PLANTING PLAN AREA 'D'

FO FO

AREA 'E'

AREA 'D'

AREA 'E'

AREA 'C'

AREA 'E'

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

PROPOSED TREE

PLANTER, AT GRADE

NATIVE SEED, TYP

EXISTING TREE, TO REMAIN

TREES 8

SHRUBS 9

ORNAMENTAL GRASSES 9

ORNAMENTAL GRASSES 24

CONCEPT PLANT SCHEDULE

SYMBOL DESCRIPTION QTY

NATIVE MOUNTAIN MIX, PAWNEE BUTTES SEED INC. 4,850 SF

WOOD MULCH 182 SF

MATERIAL SCHEDULE

1. PROVIDE A CULTIVATED EDGE FOR ALL PLANTING BED EDGING AND WHERE BEDS ABUT BACK OF CURBS

AND SIDEWALKS. REFERENCE DETAIL 1, L4.01.

2. CONTRACTOR SHALL MULCH ALL PLANTING BEDS AND TREE PITS. REFERENCE DETAILS 1 & 2, L4.01.

3. PROVIDE 6" OF TOPSOIL FOR TURF AREAS, 12" FOR PLANTING BEDS.

4. INSTALL PLANTS WHERE THEY ABUT CURBS TO ALLOW FOR A 2 FEET SPACE BETWEEN BACK OF CURB

AND ESTIMATED MATURE SPREAD.

5. PROVIDE WATERING BAGS FOR ALL TREES. CHECK AND FILL WEEKLY. REFERENCE SPECIFICATION FOR

TEMPORARY IRRIGATION FOR PLANT ESTABLISHMENT @ END OF CONSTRUCTION.

6. CAMPUS LANDSCAPING REQUIREMENTS HAVE BEEN MET TO THE FULLEST EXTENT POSSIBLE. THREE CORNERS OF THE PROPOSED PARKING LOT HAVE HAD PLANT MATERIAL ADJUSTED AS NECESSARY TO

RESPOND TO SPACE AND SLOPE CONSTRAINTS.

7. IRRIGATION FOR ALL PLANTING TO BE INSTALLED AND ADJUSTED BY CONTRACTOR BASED ON EXISTING

IRRIGATION SYSTEM.

GENERAL NOTES:

0' 5' 10' 20'

Site Planting Plan Area 'E'

L4.06

CE No.:

/ 1

/ 2

A 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

- L 4.

.d w 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

Design Development

Breckenridge Rec Center Ballfield Pavilion

SITE PLANTING PLAN AREA 'E'

CE No.:

/ 1

/ 2

A 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

L6 .0

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

Design Development

Breckenridge Rec Center Ballfield Pavilion

Site Details

L6.01 d/4

'd'

USE KEYWAY OR

PREPARED SUBGRADE

6" MINIMUM

EXISTING GRADE

"d" = PVMT DEPTH AS

INDICATED ON LAYOUT PLANS

(5" THK PVMT W/ EPOXY-

CONC PVMT

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

FOR 7" THK PVMT, PROVIDE A

4" PNA DIAMOND DOWEL OR

APPROVED EQUAL FOR

CONSTRUCTION JOINTS.

INSTALL PER MANUF SPECS,

TYP.

1/8" MITER W/ 1/8" "V" SAW

CUT JT, TYP

DIAMOND DOWEL

CONCRETE CONSTRUCTION JOINT

1 1/2" = 1'-0"

P-BRECK-CCJ2-01

EXISTING GRADE

6" MINIMUM

PREPARED SUBGRADE

GENERAL NOTE:

LOCATE WHERE ABUTTING ALL

STRUCTURES, BACK OF CURBS, 150'

OC ALONG WALKS & AS INDICATED FOR

FOR DRIVE SLABS ON SITE LAYOUT PLAN

'd'

EXISTING PAVEMENT

2" FOR WALKS & BEHIND CURBS,

1" FOR DRIVES/ PARKING SLABS

8" RADIUS, TYP

SEALANT TO 1/4"

BELOW SURFACE

"d" = PVMT DEPTH AS

INDICATED ON LAYOUT PLANS

(5" THK PAVEMENT W/ EPOXY-

CONC PVMT

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

CONCRETE EXPANSION JOINT

1 1/2" = 1'-0"

P-BRECK-CEJ-01

TOOLED CONTRACTION JT, A SAW

CUT CONTRACTION JT MAY BE USED

ONLY IF JOINTS ARE SAW CUT AND

THEN CUT AGAIN WITH A CHASER

BLADE TO CREATE THE LOOK OF A

TOOLED CONTRACTION JOINT

(SIDEWALK/ WALKWAY PVMT W/ EPOXY-

'd' = PVMT DEPTH

EXISTING GRADE

6" MINIMUM

PREPARED SUBGRADE

CONC PVMT

'd'

8" MAX.

8" RADIUS TYP.1 1 2"

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

"d" = PVMT DEPTH AS

INDICATED ON LAYOUT PLANS

CONCRETE CONTRACTION JOINT

1 1/2" = 1'-0" SPACE AT 10'-0" UNLESS OTHERWISE INDICATED

P-BRECK-CUL-02

3"R 3"

SLOPE

SEE GRADING

1/2"

GENERAL NOTE:

· 'd' = TYPICAL PVMT DEPTH, AS INDICATED ON LAYOUT SHTS

· WHERE POSSIBLE A MONOLITHIC

POUR INTEGRAL w/ FLATWORK IS

PREFERRED OVER EXPANSION

JOINT FILLER & SEALANT

EXISTING UNDISTURBED SOIL, TYP.

PREPARED SUBGRADE, REF

GEOTECHNICAL REPORT/EARTH

MOVING SPEC, TYP

CONC. PAVEMENT, REF DETAIL 1

THIS SHT, TYP.

BACKERROD, EXPANSION

FILLER & SEALANT, TYP.

CONC. CURB, TYP.

2'-0" w/OUT MONOLITHIC POUR

'd'

CONCRETE CURB & GUTTER

1 1/2" = 1'-0"

P-BRECK-CCG-01

GENERAL NOTE:

ASPHALT STANDARD DUTY PVMT

1.5" SURFACE COURSE (NDOR SPECIFICATION 1028, TYPE SPL (S10-12-104)

5.5" BASE COURSE (NDOR SPECIFICATION 1028, TYPE SPL (S10-14-0104)

SUBGRADE (REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS)

ASPHALT HEAVY DUTY PVMT

2.0" SURFACE COURSE (NDOR SPECIFICATION 1028, TYPE SP-4)

7" BASE COURSE (NDOR SPECIFICATION 1028, TYPE SP-4)

SUBGRADE (REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS)

EXISTING UNDISTURBED SOIL, TYP.

PREPARED SUBGRADE, REF GEOTECHNICAL

REPORT/EARTH MOVING SPEC, TYP

BASE COURSE, REF NOTE

ABOVE FOR DEPTH, TYP.

SURFACE COURSE, REF NOTE

ABOVE FOR DEPTH, TYP.

ASPHALTIC CONCRETE PAVEMENT

1 1/2" = 1'-0"

P-BRECK-01

EXISTING UNDISTURBED SOIL, TYP.

PREPARED SUBGRADE, REF GEOTECHNICAL

REPORT/EARTH MOVING SPEC, TYP

BASE COURSE, REF ASPHALTIC

CONCRETE PAVEMENT DETAIL

FOR DEPTH, TYP.

SURFACE COURSE, REF ASPHALTIC

CONCRETE PAVEMENT DETAIL FOR

DEPTH, TYP.

PROVIDE A FLUID APPLIED BODING

AGENT BETWEEN DISSIMILAR

MATERIALS, TYP.

CONC. PAVEMENT, REF DETAIL 1

THIS SHT, TYP.

CONCRETE & ASPHALTIC JOINT

1 1/2" = 1'-0"

P-BRECK-02

SLIP RESISTANT STAIR NOSING

FULLY RECESSED TO BE FLUSH

WITH STEP, TYP.

REF GRADING PLAN

FOR ELEVATION

1/2" EXPANSION

JOINT, TYP REF

DETAIL 2, SHT 6.01

2" STAINLESS STEEL PIPE HANDRAIL

SCH 40 W/ #4 FINISH. MIN 5" EMBEDMENT

INTO PVMT. WITH EPOXY GROUT, TYP.

RADIUS OF HANDRAIL ARE CENTER OF PIPE.

CIP TYPICAL CONC STEPS, 2 RISERS,

REF LAYOUT SHTS

#5 EPOXY COATED REBAR AT

EACH NOSE

1/2" EXPANSION JOINT, TYP

REF DETAIL 2, L6.01

ADJACENT CONCRETE WALK, REF

LAYOUT SHTS, TYP#5 HORIZONTAL

@ 12" OC, TYP.

#4 STIRRUP @ 12"

O.C.

PREPARED SUBGRADE,

REF SPEC FOR FILL

REQUIREMENTS.

MIN. 12" HORIZONTAL TOP EXTENSION

IN THE SAME DIRECTION AS STAIR

FLIGHT (STRAIGHT PORTION ONLY,

DOES NOT INCLUDE RADIUS)

CONSISTENT HEIGHT ABOVE NOSING

TO TOP OF GRIPPING SURFACE

SLOPED BOTTOM EXTENSION 1 TREAD

DEPTH MIN. BEYOND LAST RISER

NOSING IN SAME DIRECTION AS STAIR

FLIGHT

1'-0"

2'-0"

SLOPE

4" / 12"

7" T

.HA

3" R

1'- 0"

1'-0"

1'-0" 1'-0"

1'-0"

1'- 0"

1'-3"

3'- 6"

C.I.P. CONCRETE STEPS W/ HANDRAIL

3/4" = 1'-0"

P-BRECK-05

℄ SILOAM SANDSTONE BLOCK, DRY STACK

VERT, TYP

WRAP FREE-DRAINING

AGGREGATE AND LEVELING PAD

W/ FABRIC FILTER

12" MIN FREE-DRAINING

AGGREGRATE, TYP

6" MINIMUM, COMPACTED

AGGREGATE LEVELING PAD,

REF SPEC FOR AGGREGATE TYPE

BACKFILL SUBGRADE

PLACE 11

2 BLOCKS

BELOW GRADE, TYP

4" DRAIN TILE, PROVIDE FACE DRAIN

OUTLET EVERY 50' W/ COLOR TO MATCH

SEG BLOCK, ADJUST DRAIN TILE AS

NECESSARY TO PROVIDE POSITIVE

DRAINAGE, TYP

FINISH GRADE

SAW CUT STONE FACE, TYP

SPLIT FACE STONE

FACE, TYP

S, R

1'-0"

SILOAM SANDSTONE SEGMENTAL WALL

3/4" = 1'-0"

TYPE 'A'

℄ SILOAM SANDSTONE BLOCK, DRY STACK

VERT, TYP

WRAP FREE-DRAINING

AGGREGATE AND LEVELING PAD

W/ FABRIC FILTER

12" MIN FREE-DRAINING

AGGREGRATE, TYP

6" MINIMUM, COMPACTED

AGGREGATE LEVELING PAD,

REF SPEC FOR AGGREGATE TYPE

BACKFILL SUBGRADE

PLACE 11

2 BLOCKS

BELOW GRADE, TYP

4" DRAIN TILE, PROVIDE FACE DRAIN

OUTLET EVERY 50' W/ COLOR TO MATCH

SEG BLOCK, ADJUST DRAIN TILE AS

NECESSARY TO PROVIDE POSITIVE

DRAINAGE, TYP

FINISH GRADE

SNAP CUT STONE FACE, TYP

SPLIT FACE STONE

FACE, TYP

S, R

TYPE 'B'

P-BRECK-06

MATERIAL SYMBOLS

ELEVATION INDICATIONS

PARTITION INDICATIONS

FINISHES

INSULATION

WOOD

METAL

STONE

CONCRETE

EARTHWORKS

CONCRETE/PLASTER

SHEET METAL

CERAMIC TILE

CONCRETE MASONRY UNIT

GRAVEL/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 REFERENCE

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…

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File details come from the government source that posted it. Updated Apr 14, 2025.