MBLP_Pickleball_Courts_100_CD_Set.pdf

PDF 16 MB Posted Mar 5, 2025

Attached to: MBLP Pickleball Courts
Solicitation number: 2025-15
Issued by: Knox County, Tennessee

About this file

Written by GovTribe AI · May 5, 2025

The document is a comprehensive 100% Construction Documents Package for the Mayor Bob Leonard Park Pickleball Courts project in Farragut, Tennessee, prepared by Ross/Fowler, P.C., a landscape architecture and urban design firm. The project involves constructing multiple pickleball courts with associated site improvements, including court lighting, fencing, a shade structure, site grading, concrete curbs, an asphalt parking lot, concrete walks, storm drainage, and turf planting. The construction documents are dated January 17, 2025, and include detailed architectural, civil, electrical, and landscape drawings spanning 14 pages, covering everything from site plans and grading to drainage and electrical specifications.

The project is being undertaken by the Town of Farragut and adheres to multiple building codes, including the 2018 International Building Code, 2010 ADA Standards for Accessible Design, and other relevant national standards. The current zoning is designated as OS (Open Space), and the project site is located at 301 Watt Road in Farragut. The design team includes Ross/Fowler, P.C. as the landscape architect, Harold Brown Design, LLC as the civil engineer, and Vreeland Engineers, Inc. as the electrical engineer. The documents provide detailed specifications for pickleball court construction, including court layout, fencing, lighting, drainage systems, and landscaping, with comprehensive technical details to guide the construction process.

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PROJECT NUMBER

ISSUE DATE.................... 01-17-2025

REVISIONS

M A

N A

W N

O F

A G

, T N

L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

100% CONSTRUCTION DOCUMENTS PACKAGE

LANDSCAPE ARCHITECTURE

301 WATT ROAD

FARRAGUT, TENNESSEE, 37934

HAROLD BROWN DESIGN, LLC.

CIVIL ENGINEER

5424 Riverbend Drive Knoxville, Tennessee 37919 Telephone: (865)-806-3539

VREELAND ENGINEERS, INC.

ELECTRICAL ENGINEER

3107 Sutherland Avenue Knoxville, Tennessee 37919 Telephone: (865)-637-4451

DRAWING INDEX

ROSS/FOWLER, P.C.

LANDSCAPE ARCHITECT

5103 Kingston Pike, Suite 105 Knoxville, Tennessee 37919 Telephone: (865) 637-1100 Fax: (865) 637-1101

DESIGN TEAM:

JANUARY 17, 2025

TOWN OF FARRAGUT

SURVEY

CIVIL PROJECT DATA

OWNER

Town of Farragut 11408 Municipal Center Drive Farragut, TN 37934

CODES AND STANDARDS

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2017 NFPA 70 NATIONAL ELECTRIC CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL PLUMBING CODE

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 NFPA 101 LIFE SAFETY CODE

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

ICC A117.1-2017, ANSI AMERICAN NATIONAL STANDARD

ZONING AND PARKING

TOWN OF FARRAGUT ZONING ORDINANCE

CURRENT ZONING: OS (OPEN SPACE)

MAYOR BOB LEONARD PARK-

PICKLEBALL COURTS & PARKING

VICINITY MAP

- NOT TO SCALE -

McFEE PARK

MAYOR BOB

LEONARD PARK

L100 OVERALL SITE PLAN

L101 ADD. ALT. ENLARGED SITE PLAN

L300 GRADING PLAN

L400 LAYOUT PLAN

L500 SITE DETAILS

L501 SITE DETAILS

L700 PLANTING PLAN

C100 DRAINAGE

C200 EROSION CONTROL

C300 CONSTRUCTION DETAILS

SURVEY SHEET 413-24

ELECTRICAL

ES100 SITE PLAN - ELECTRICAL

ARCHITECTURAL

A100 SHADE STRUCTURE

AutoCAD SHX Text The following Codes and Standards were used in the preparation of there drawings

AutoCAD SHX Text

PARCEL ID: SURVEY

AutoCAD SHX Text MAP: 045, PARCEL 045.02 Cannon & Cannon Inc. 10025 Investment Dr. Knoxville, TN 37932 (865) 670-8555

HARRISON LANE

TRACT 3

THOMAS E. JONES FARM

NOTES:

Call before you dig Know what's below

811 DRAWN JDW

PROJECT:

CLIENT:

JULY 17, 2024

CCI PROJECT NO.

DRAWING DATE

PM RGL

00413-0024

PC TJ

ROSS / FOWLER

5103 KINGSTON PIKE, SUITE 105

KNOXVILLE, TENNESSEE 37919

BOB LEONARD PARK - PICKLEBALL SURVEY

HARRISON LANE

DISTRICT 5, LOUDON COUNTY, TENNESSEE

PROJECT

SITE

TOPOGRAPHIC SURVEY

413-24

LEGEND

CONTROL POINT DATA

GPS SURVEY NOTE:

10025 Investment Drive, Suite 120 Knoxville, TN 37932

865.670.8555 www.cci-corp.com

UTILITIES PROVIDERS:

THOMAS E. JONES FARM

HARRISON LANE

APPROX. LIMIT

OF WORK

APPROX. LIMIT

OF W

ORK

O X.

F W

O R

APPROX. LIMIT

OF WORK

D D

C C

D D

C C

D D

B A1 A2

PROJECT NUMBER

ISSUE DATE.................... 01-17-2025

REVISIONS

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L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

OVERALL

SITE PLAN

L100

EXISTING TREE TO REMAIN

AND BE PROTECTED

KEY

CONCRETE PAVING

PARK BOUNDARY

PROJECT LIMIT

OF WORK

ATT ROAD

KINGSTON PIKE

PARK LOCATION MAP KEY TO ABBREVIATIONS AND SYMBOLS:SITE NOTES:

TREE PROTECTION DETAIL

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8" DOGWOOD

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15" RED CADAR

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19"WHITE PINE

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19"WHITE PINE

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10"DOGWOOD

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3" DOGWOOD

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8" DOGWOOD

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7" SUGAR MAPLE

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20"MOCKERNUT HICKORY

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22"RED OAK

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15" RED CEDAR

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24" SOUTHERN RED OAK

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20"WHITE OAK

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19" VIRGINIA PINE

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24" SOUTHERN RED OAK

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8" DOGWOOD

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8" DOGWOOD

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24" SOUTHERN RED OAK

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6" DOGWOOD

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8" DOGWOOD

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20"WHITE PINE

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10" WHITE PINE

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18"WHITE PINE

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14"WHITE PINE

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12" WHITE PINE

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15"WHITE PINE

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13" WHITE PINE

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3" HACKBERRY

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16"WHITE PINE

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14"WHITE PINE

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6" WHITE PINE

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15"WHITE PINE

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15"WHITE PINE

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15"WHITE PINE

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10" WHITE PINE

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13" WHITE PINE

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17"WHITE PINE

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13" WHITE PINE

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9" WHITE PINE

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14"WHITE PINE

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14"WHITE PINE

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8" DOGWOOD

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8" DOGWOOD

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6" SUGAR MAPLE

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8" SUGAR MAPLE

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10" SUAGR MAPLE

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10" SUGAR MAPLE

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8" SUGAR MAPLE

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12"CMP

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12"HDPE

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12"HDPE

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12"HDPE

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12"HDPE

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12"HDPE

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12"HDPE

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18"HDPE

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18"HDPE

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18"HDPE

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24"CMP

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8' CHAINLINK FENCE

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6' CHAINLINK FENCE

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SIDEWALK

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SOCCER GOAL

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SOCCER GOAL

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SOCCER GOAL

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SIDEWALK

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BENCH (TYP.)

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BENCH (TYP.)

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EXISTING 1/2" IRON ROD

AutoCAD SHX Text 10'

AutoCAD SHX Text 6"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

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AutoCAD SHX Text 2"

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AutoCAD SHX Text 2"

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AutoCAD SHX Text W

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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3"PVC

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ASPHALT ROAD WITHIN LOUDON COUNTY

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PLAT CAB. A / SLIDE 294B FORT SANDERS PARTNERS, GP #201312190037873

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VOLUNTEER STUDIOS PLUS PARTNERS D.B. D454 / PG. 31

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IMDV, INC. D.B. D376 / PG. 564

AutoCAD SHX Text X

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KNOX COUNTY

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LOUDON COUNTY

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APPROXIMATE LOCATION OF COUNTY LINE

AutoCAD SHX Text S 37°37'02" E

AutoCAD SHX Text 510.54'

AutoCAD SHX Text S 60°35'29" W

AutoCAD SHX Text 192.39'

AutoCAD SHX Text S 60°34'56" W

AutoCAD SHX Text 175.08'

AutoCAD SHX Text N 40°49'09" W

AutoCAD SHX Text 484.49'

AutoCAD SHX Text

AutoCAD SHX Text L500

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AutoCAD SHX Text L500

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AutoCAD SHX Text L500

AutoCAD SHX Text 8' HGT. BLACK VINYL CHAIN LINK FENCE AROUND PERIMETER OF COURTS, TYP.; SEE DETAIL 12/L500

AutoCAD SHX Text 3' HGT. BLACK VINYL CHAIN LINK FENCE, TYP.; SEE SPECS. LETTERS INDICATE DIFFERENT FENCE DIMENSIONS, SEE SITE DETAILS L/501

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ASPHALT PAVING, TYP.; SEE DETAIL 3/L500

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RELOCATED FIELD LIGHTS, SEE ELECTRICAL

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5' CONCRETE SIDEWALK, SEE DETAIL 2/L500

AutoCAD SHX Text 14'Wx22'L SOFT ROOF SHADE STRUCTURE - SEE SHEET A100, FOR DETAILS. SEE SPECS.

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EXISTING MULTI-PURPOSE PLAYING FIELD

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EXISTING BALL FIELD

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TO PARKING

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EXTRUDED CONCRETE CURB, TYP.; SEE DETAIL 1/L500

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EXISTING MUSCO FIELD LIGHTS TO BE RELOCATED, SEE ELECTRICAL AND SHEET L400

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AutoCAD SHX Text L500

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AutoCAD SHX Text L500

AutoCAD SHX Text

AutoCAD SHX Text L501

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SIM FOR 9

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ASPHALT COURT SURFACING, TYP.; SEE DETAIL 3/L500

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PROPOSED ASPHALT PAVING TO TIE-INTO EXISTING

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PROPOSED CROSSWALK STRIPING TO MATCH TOWN OF FARRAGUT STANDARDS

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AutoCAD SHX Text L500

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SEE DETAIL 4/L501 FOR COURT COLORING

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24" CURB CUTOUT, TYP.

AutoCAD SHX Text 12"x12" CATCH BASIN, TYP.; SEE CIVIL

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AutoCAD SHX Text L500

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SCORE JOINT, TYP.; SEE DETAIL 4B/L500

AutoCAD SHX Text CLEAN SAWCUT EXISTING ASPHALT TO TIE-INTO PROPOSED ASPHALT, TYP.; SEE DETAIL, 5/L500

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COURT LIGHTING, SEE ELEC. PLANS, TYP. FOR (24) & DETAIL 16/L500

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AutoCAD SHX Text L500

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EXISTING TREE TO REMAIN AND BE PROTECTED, TYP.; SEE DETAIL 1/L100

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IRRIGATION TO BE ABANDONED IN PLACE

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AutoCAD SHX Text L500

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EXPANSION JOINT, TYP.; SEE DETAIL 4B/L500

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AutoCAD SHX Text L500

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AutoCAD SHX Text L500

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BENCHES AND OTHER SITE FURNISHINGS TO BE FURNISHED BY OWNER, TYP.

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STANDARD LIGHT POLE, SEE DETAIL 15/L500 AND ELECTRICAL PLANS

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1. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR AT GROUND BREAK. SURVEY PROVIDED BY CANNON & CANNON INC., 10025 INVESTMENT DRIVE, SUITE 120 KNOXVILLE, TN 37932. PHONE: 865.670.8555 2. HALF TONE IMAGES WITHIN LIMITS OF WORK ARE OF EXISTING CONDITIONS. HALF TONE IMAGES WITHIN LIMITS OF WORK ARE OF EXISTING CONDITIONS. 3. STRIP ALL TOPSOIL AND ORGANIC MATERIAL WITHIN THE AREA TO BE GRADED. STRIP ALL TOPSOIL AND ORGANIC MATERIAL WITHIN THE AREA TO BE GRADED. 4. TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE OWNER'S TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE OWNER'S REPRESENTATIVE. DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE DURATION OF THE GRADING OPERATIONS. 5. FINISHED GRADES SHALL SLOPE AWAY FROM PAVEMENTS. ALL AREAS SHALL FINISHED GRADES SHALL SLOPE AWAY FROM PAVEMENTS. ALL AREAS SHALL BE GRADED TO BE FREELY DRAINING AND TO PREVENT STANDING WATER. FINISHED GRADES SHALL NOT EXCEED 2:1. 6. SEED ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF GRADING SEED ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF GRADING OPERATIONS, UNLESS OTHERWISE NOTED, WITH TALL FESCUE BLEND AT 4 POUNDS PER 1,000 S.F., AND COVER WITH TWO FIFTY POUND BALES OF STRAW MULCH PER 1,000 S.F. 7. PLACE A MINIMUM 4" OF APPROVED TOPSOIL ON CLEAN SUBGRADE WITHIN PLACE A MINIMUM 4" OF APPROVED TOPSOIL ON CLEAN SUBGRADE WITHIN AREAS DESIGNATED TO BE SEEDED. 8. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE FREE OF CONTINUOUS ALL AREAS TO BE SEEDED OR PLANTED SHALL BE FREE OF CONTINUOUS LAYERS OF GRAVEL AND OF OBSTRUCTIONS LARGER THAN ONE INCH IN SIZE TO A DEPTH OF 3"-6" MINIMUM AND CONTAIN APPROVED SOIL MATERIAL. 9. PLACE A MINIMUM OF 8" OF APPROVED TOPSOIL ON CLEAN SUBGRADE WITHIN PLACE A MINIMUM OF 8" OF APPROVED TOPSOIL ON CLEAN SUBGRADE WITHIN AREAS DESIGNATED TO BE PLANTED WITH SHRUBS, ANNUALS, AND/OR GROUNDCOVER, SEE PLANTING PLANS. 10. LIGHT FIXTURES SHALL BE INSTALLED AT LOCATIONS SHOWN ON SITE PLANS. LIGHT FIXTURES SHALL BE INSTALLED AT LOCATIONS SHOWN ON SITE PLANS. SEE SITE ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 11. SEE CIVIL DRAWINGS FOR PROPOSED STORM SEWER IMPROVEMENTS. SEE CIVIL DRAWINGS FOR PROPOSED STORM SEWER IMPROVEMENTS. COORDINATE COVER/GRATE ELEVATIONS WITH SITE PLANS. IN THE EVENT OF DISCREPANCIES, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT IN WRITING TO REQUEST CLARIFICATION. 12. FLAG EXISTING TREES TO REMAIN INDICATED ON THE SITE PLANS AND AS FLAG EXISTING TREES TO REMAIN INDICATED ON THE SITE PLANS AND AS MARKED BY LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL PROTECT FROM DAMAGE TOPS, TRUNKS AND ROOTS OF TREES AND EXISTING PLANTS ON PROJECT THAT ARE TO REMAIN AS SPECIFIED AND AS DIRECTED BY LANDSCAPE ARCHITECT. EXISTING TREES AND OTHER PLANTS SHALL BE FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD. REMOVE INTERFERING PLANTS OR TREE BRANCHES ONLY UNDER DIRECTION OF THE LANDSCAPE ARCHITECT. 13. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

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LOW POINT

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HIGH POINT

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BOTTOM OF WALL

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TOP OF WALL

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TOP OF CURB

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TOP OF RAMP

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FINISHED GRADE

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BOTTOM OF RAMP

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FINISHED SURFACE

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BOTTOM OF CURB

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VIF

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VERIFY IN FIELD

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NIC

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NOT IN CONTRACT

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LANDSCAPE DRAIN

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AREA DRAIN (PEDESTRIAN SAFE)

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CATCH BASIN

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CURB INLET

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BOTTOM OF STAIR

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TOP OF STAIR

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INVERT ELEVATION

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EXISTING TREE TO REMAIN

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INV

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HEAD WALL

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JUNCTION BOX

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EXPANSION JOINT - SEE DTL. 3A/L501

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SCALE:

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CRITICAL ROOT ZONE

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8' MAX. STAKING

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%%USECTION VIEW

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%%UPLAN VIEW

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SEE DEMOLITION PLANS FOR EXACT FENCE LOCATIONS

PROTECTIVE FENCING TO PRESERVE TRUNK, BRANCHES, AND ROOT SYSTEM. NO DEMOLITION OR CONSTRUCTION WORK SHALL COMMENCE BEFORE INSPECTION AND RECEIVING WRITTEN APPROVAL OF TREE PROTECTION FENCING INSTALLATION BY THE LANDSCAPE ARCHITECT. INSTALL TREE PROTECTION FENCING IN THE CRZ (CRITICAL ROOT ZONE) OF EACH TREE. THE CRZ IS DETERMINED BY MEASURING 1 FOOT RADIUS FROM THE TRUNK FOR EVERY INCH OF TREE TRUNK DIAMETER AT BREAST HEIGHT (DBH - MEASURED AT 4.5' ABOVE EXISTING GRADE). FOR EXAMPLE: 15" DBH TREE WOULD HAVE A TREE PROTECTION FENCE INSTALLED AROUND THE TREE WITH 15.0' RADIUS. FENCING TO CONSIST OF 48" HIGH FLOURESCENT ORANGE POLYETHYLENE FENCE WITH METAL POSTS DRIVEN 18" MIN. INTO EXISTING GRADE OUTSIDE THE CRITICAL ROOT ZONE OF THE TREE STAKED @ 8' O.C. MAXIMUM. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, FOOT TRAFFIC, STOCKPILING, STORAGE OR CONSTRUCTION ACTIVITY OF ANY KIND SHALL NOT BE PERMITTED WITHIN TREE PROTECTION FENCE. NO TOXIC MATERIALS TO BE STORED WITHIN 100' OF TREE DRIP-LINE IN AREAS WHERE FOOTINGS & PAVEMENT WILL PENETRATE INTO THE DRIPLINE AREA. A LICENSED ARBORIST SHALL BE ENGAGED TO DO ROOT PRUNING TO TOWN OF FARRAGUT STANDARDS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL MONITOR AND MAINTAIN TREE PROTECTION FENCING THROUGHOUT THE DURATION OF THE PROJECT.

TENNIS COURTS @ MCFEE PARK

ISSUE DATE.................... 01-17-2025

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L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

ENLARGED

SITE PLAN

ADD ALT. #1

L101

TENNIS COURT LAYOUT

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TO MCFEE ROAD

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PARK ROAD

AutoCAD SHX Text ADD ALTERNATE #1: EXISTING TENNIS COURTS TO BE RESURFACED WITH 3 COATS OF COLORED SEALER, ACRYLIC EMULSION AND A TWO COLOR APPLICATION. STRIPE FOR TENNIS AS DETAILED.

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TENNIS LAYOUT

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AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 37'-0"

AutoCAD SHX Text 21'-0"

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CENTER OF TENNIS COURT

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TENNIS STRIPING, TYPICAL

74'-0"

THOMAS E. JONES FARM

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HARRISON LANE

PROJECT NUMBER

ISSUE DATE.................... 01-17-2025

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R O S S / F O W L E R

GRADING

PLAN

L300

GRADING REQUIREMENTS: KEY TO ABBREVIATIONS:

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

15" RED CADAR

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

10"DOGWOOD

AutoCAD SHX Text

3" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

7" SUGAR MAPLE

AutoCAD SHX Text

20"MOCKERNUT HICKORY

AutoCAD SHX Text

22"RED OAK

AutoCAD SHX Text

15" RED CEDAR

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

20"WHITE OAK

AutoCAD SHX Text

19" VIRGINIA PINE

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

6" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

20"WHITE PINE

AutoCAD SHX Text

10" WHITE PINE

AutoCAD SHX Text

18"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

12" WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

3" HACKBERRY

AutoCAD SHX Text

16"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

6" WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

10" WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

17"WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

9" WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

6" SUGAR MAPLE

AutoCAD SHX Text

8" SUGAR MAPLE

AutoCAD SHX Text

10" SUAGR MAPLE

AutoCAD SHX Text

10" SUGAR MAPLE

AutoCAD SHX Text

8" SUGAR MAPLE

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

BENCH (TYP.)

AutoCAD SHX Text

BENCH (TYP.)

AutoCAD SHX Text

EXISTING 1/2" IRON ROD

AutoCAD SHX Text 10'

AutoCAD SHX Text 6"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text 2"

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text W

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

3"PVC

AutoCAD SHX Text

ASPHALT ROAD WITHIN LOUDON COUNTY

AutoCAD SHX Text

PLAT CAB. A / SLIDE 294B FORT SANDERS PARTNERS, GP #201312190037873

AutoCAD SHX Text

VOLUNTEER STUDIOS PLUS PARTNERS D.B. D454 / PG. 31

AutoCAD SHX Text

IMDV, INC. D.B. D376 / PG. 564

AutoCAD SHX Text X

AutoCAD SHX Text

KNOX COUNTY

AutoCAD SHX Text

LOUDON COUNTY

AutoCAD SHX Text

APPROXIMATE LOCATION OF COUNTY LINE

AutoCAD SHX Text S 37°37'02" E

AutoCAD SHX Text 510.54'

AutoCAD SHX Text S 60°35'29" W

AutoCAD SHX Text 192.39'

AutoCAD SHX Text S 60°34'56" W

AutoCAD SHX Text 175.08'

AutoCAD SHX Text N 40°49'09" W

AutoCAD SHX Text 484.49'

AutoCAD SHX Text

AutoCAD SHX Text +989.50

AutoCAD SHX Text +990.60

AutoCAD SHX Text

1% TYP.

AutoCAD SHX Text 989.50+

AutoCAD SHX Text 990.60+

AutoCAD SHX Text +990.25

AutoCAD SHX Text

FRENCH DRAIN - SEE CIVIL

AutoCAD SHX Text

FRENCH DRAIN - SEE CIVIL

AutoCAD SHX Text

SLOPE PAVING TO DRAIN FROM HP TOWARD HARRISON LANE AT MIN 1%

AutoCAD SHX Text

+HP991.20 V.I.F.

AutoCAD SHX Text

+HP991.50 V.I.F.

AutoCAD SHX Text 1.90%

AutoCAD SHX Text

AutoCAD SHX Text 3.33%

AutoCAD SHX Text 1.18%

AutoCAD SHX Text

AutoCAD SHX Text 3.10%

AutoCAD SHX Text 3.57%

AutoCAD SHX Text

AutoCAD SHX Text 1.49%

AutoCAD SHX Text 1.60%

AutoCAD SHX Text

1. STRIP ALL TOPSOIL AND ORGANIC MATERIAL AND UNSUITABLE SOIL WITHIN THE AREA TO BE GRADED. 2. TOPSOIL SHALL BE STORED IN LOCATIONS APPROVED BY THE OWNERS REPRESENTATIVE. DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE DURATION OF THE GRADING OPERATIONS. 3. UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NONSTRUCTURAL FILL AREAS AND COVERED WITH TOPSOIL. 4. FILL AREA SHALL BE PROOF-ROLLED PER SPECIFICATIONS. 5. CUT AREA SHALL BE PROOF-ROLLED AFTER FINAL SUBGRADE IS ACHIEVED IN THE SAME MANNER AS FILLED AREAS PER SPECIFICATIONS. 6. ALL FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 8 INCHES UNLESS OTHERWISE NOTED. 7. ALL AREAS WILL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

BOTTOM OF WALL

AutoCAD SHX Text

TOP OF GRATE

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

TOP OF RAMP

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

BOTTOM OF RAMP

AutoCAD SHX Text

FINISHED SURFACE

AutoCAD SHX Text

BOTTOM OF CURB

AutoCAD SHX Text

VERIFY IN FIELD

V.I.F.

THOMAS E. JONES FARM

APPROX. LIMIT

OF W

ORK

APPROX. LIMIT

OF WORK

O X.

F W

O R

APPROX. LIMIT

OF WORK

HARRISON LANE

PROJECT NUMBER

ISSUE DATE.................... 01-17-2025

REVISIONS

M A

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W N

O F

A G

, T N

L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

LAYOUT

PLAN

L400

KEY TO ABBREVIATIONS:

LAYOUT NOTES:

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

15" RED CADAR

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

10"DOGWOOD

AutoCAD SHX Text

3" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

7" SUGAR MAPLE

AutoCAD SHX Text

20"MOCKERNUT HICKORY

AutoCAD SHX Text

22"RED OAK

AutoCAD SHX Text

15" RED CEDAR

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

20"WHITE OAK

AutoCAD SHX Text

19" VIRGINIA PINE

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

24" SOUTHERN RED OAK

AutoCAD SHX Text

6" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

20"WHITE PINE

AutoCAD SHX Text

10" WHITE PINE

AutoCAD SHX Text

18"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

12" WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

3" HACKBERRY

AutoCAD SHX Text

16"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

6" WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

15"WHITE PINE

AutoCAD SHX Text

10" WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

17"WHITE PINE

AutoCAD SHX Text

13" WHITE PINE

AutoCAD SHX Text

9" WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

14"WHITE PINE

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

6" SUGAR MAPLE

AutoCAD SHX Text

8" SUGAR MAPLE

AutoCAD SHX Text

10" SUAGR MAPLE

AutoCAD SHX Text

10" SUGAR MAPLE

AutoCAD SHX Text

8" SUGAR MAPLE

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

6' CHAINLINK FENCE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SOCCER GOAL

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

BENCH (TYP.)

AutoCAD SHX Text

BENCH (TYP.)

AutoCAD SHX Text

EXISTING 1/2" IRON ROD

AutoCAD SHX Text

ASPHALT ROAD WITHIN LOUDON COUNTY

AutoCAD SHX Text

PLAT CAB. A / SLIDE 294B FORT SANDERS PARTNERS, GP #201312190037873

AutoCAD SHX Text

VOLUNTEER STUDIOS PLUS PARTNERS D.B. D454 / PG. 31

AutoCAD SHX Text

IMDV, INC. D.B. D376 / PG. 564

AutoCAD SHX Text X

AutoCAD SHX Text

KNOX COUNTY

AutoCAD SHX Text

LOUDON COUNTY

AutoCAD SHX Text

APPROXIMATE LOCATION OF COUNTY LINE

AutoCAD SHX Text S 37°37'02" E

AutoCAD SHX Text 510.54'

AutoCAD SHX Text S 60°35'29" W

AutoCAD SHX Text 192.39'

AutoCAD SHX Text S 60°34'56" W

AutoCAD SHX Text 175.08'

AutoCAD SHX Text N 40°49'09" W

AutoCAD SHX Text 484.49'

AutoCAD SHX Text 219'-0"

AutoCAD SHX Text 63'-4"

AutoCAD SHX Text 107'-0"

AutoCAD SHX Text 14'-6"

AutoCAD SHX Text 24'-5"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 10'-9"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 29'-5"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 26'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 8'-8"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 8'-8"

AutoCAD SHX Text 65'-5"

AutoCAD SHX Text 13'-6"

AutoCAD SHX Text 44'-0"

AutoCAD SHX Text 12'-10"

AutoCAD SHX Text 44'-0"

AutoCAD SHX Text 12'-10"

AutoCAD SHX Text 44'-0"

AutoCAD SHX Text 30'-3"

AutoCAD SHX Text 30'-9"

AutoCAD SHX Text 30'-3"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

DRIVE TO BE CENTERED BETWEEN EXISTING TREES, AS SHOWN

AutoCAD SHX Text 132'-0"

AutoCAD SHX Text 46'-7"

AutoCAD SHX Text 66'-2 1/2"

AutoCAD SHX Text 21'-4 1/4"

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 139'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 64'-7"

AutoCAD SHX Text 8'-7"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

MAINTAIN 3'-0" CLEAR ON ALL OPENINGS BETWEEN FENCING, TYP.

AutoCAD SHX Text

POINT OF CURVATURE

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

MID POINT

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

FRONT OF CURB

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

CENTERLINE

1. ALL DIMENSIONS TO FACE OF CURB UNLESS ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. HALFTONE IMAGES WITHIN LIMITS OF WORK HALFTONE IMAGES WITHIN LIMITS OF WORK ARE OF EXISTING CONDITIONS.

REVISIONS

M A

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A G

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L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

SITE DETAILS

L500

CONCRETE BANDING

CONCRETE BAND AT FENCE POST AND CONC. WALK

FENCE POST BANDING

ACCESSIBLE PARKING @ CONC. WALK

TYPICAL CONC. WALK EXPANSION/SCORE JOINTS

EXTRUDED CONCRETE CURB DETAIL

CHAINLINK FENCE CORNER ELEVATION

CHAINLINK PEDESTRIAN GATE ELEVATION

TYPICAL CONCRETE WALK

ASPHALT PAVING DETAIL

COLD JOINT DETAIL

RAMP @ CROSSWALK-TYPICAL

CONC./ASPHALT INTERFACE

CHAINLINK PEDESTRIAN SINGLE GATE ELEVATION

LIGHT STANDARD SECTION

COURT LIGHT FOOTER @ COURT SURFACING

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

FENCE POST FOOTING

AutoCAD SHX Text

ASPHALT PICKLEBALL COURT

AutoCAD SHX Text 8"

AutoCAD SHX Text

LAWN FINISH GRADE

AutoCAD SHX Text

CONCRETE PAVING BAND-BROOM FINISH, CUT JOINTS @ 5'-0" O.C.

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

PICKLEBALL FENCING

AutoCAD SHX Text 1"

AutoCAD SHX Text

WIND SCREEN FABRIC, SEE SPECS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

FENCE POST FOOTING

AutoCAD SHX Text

CHAIN LINK FENCE POST, SEE SPECS.

AutoCAD SHX Text TOP OF FOOTING ELEVATION - 6" BELOW FINISH SURFACE ELEVATION, PROVIDE BOND BREAK BETWEEN POURS

AutoCAD SHX Text

PVC POST SLEEVE

AutoCAD SHX Text

ASPHALT COURT

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

SEE SPECS. FOR SIZE OF FOOTING

AutoCAD SHX Text 6"

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

COURT FENCE POST FOOTING, SEE SPECS. FOR SIZE

AutoCAD SHX Text

CONCRETE PAVING BAND-BROOM FINISH, CUT JOINTS @ 5'-0" O.C.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

4" CONCRETE PAVING, BROOM FINISH

AutoCAD SHX Text

4" 3/4" WASHED STONE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

FENCE POST FOOTING

AutoCAD SHX Text

CHAIN LINK FENCE POST, SEE SPECS.*

AutoCAD SHX Text

TOP OF FOOTING ELEVATION - 6" BELOW FINISH SURFACE ELEVATION, PROVIDE BOND BREAK

AutoCAD SHX Text

PVC POST SLEEVE

AutoCAD SHX Text

ASPHALT COURT

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

SEE SPECS. FOR SIZE OF FOOTING

AutoCAD SHX Text 6"

AutoCAD SHX Text

LAWN FINISH GRADE

AutoCAD SHX Text

COURT FENCE POST FOOTING, SEE SPECS. FOR SIZE

AutoCAD SHX Text

CONCRETE PAVING BAND-BROOM FINISH, CUT JOINTS 2 5'-0" O.C.

AutoCAD SHX Text

*CHAIN LINK MEMBERS SHALL BE BLACK VINYL*

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

RAMP TYPE C

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text

ASPHALT PARKING LOT, SEE DETAIL 3/L500

AutoCAD SHX Text

AISLE MARKING - TYPICAL

AutoCAD SHX Text

HANDICAP SYMBOL - TYPICAL

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 2%

AutoCAD SHX Text

WHEEL STOP - TYPICAL, SEE SPECS

AutoCAD SHX Text

16" WIDE CONCRETE BAND

AutoCAD SHX Text

COURT FENCING

AutoCAD SHX Text

COURT ASPHALT

AutoCAD SHX Text

CURB TO TAPER AND MEET FLUSH WITH CONCRETE WALK, TYP.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text

FULL SIZE

AutoCAD SHX Text S-3-J

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

4 A EXPANSION JOINT

AutoCAD SHX Text

4 B SCORE JOINT

AutoCAD SHX Text

SCORE JOINT

AutoCAD SHX Text

C.I.P. CONCRETE SLAB

AutoCAD SHX Text

REMOVE STRIP CAP AFTER FINISHING AND INSTALL COMPATIBLE, COLOR-MATCHED SEALANT

AutoCAD SHX Text

1/4" PREFORMED EXPANSION MATERIAL JOINT W/ REMOVABLE CAP

AutoCAD SHX Text 1/4"R

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 3/4" R.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-9-A

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

6" DETACHED EXTRUDED CONCRETE CURB

AutoCAD SHX Text

GRAVEL SUBBASE

AutoCAD SHX Text CURB NOTES: 1. PROVIDE JOINTS @ 10'± O.C. OR PROVIDE JOINTS @ 10'± O.C. OR TO ALIGN W/ SCORE JOINTS IN ADJACENT PAVING 2. PROVIDE LIGHT BROOM FINISH TO PROVIDE LIGHT BROOM FINISH TO ALL EXPOSED SURFACES

AutoCAD SHX Text 6"

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text S-61-A

AutoCAD SHX Text

10'-0" O.C. MAX.

AutoCAD SHX Text

10'-0" O.C. MAX.

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

TYPICAL END SECTION

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

BALL CAP

AutoCAD SHX Text

POST CAP

AutoCAD SHX Text

1 5/8" O.D. TOP RAIL, 2.27#/L.F.

AutoCAD SHX Text

-PROVIDE EXPANSION SLEEVES

AutoCAD SHX Text 30 +/- O.C.

AutoCAD SHX Text

3" O.D. TERMINAL POST, 5.79#/L.F.

AutoCAD SHX Text

OR EQUAL

AutoCAD SHX Text

1 5/8" O.D. INTERMEDIATE RAIL,

AutoCAD SHX Text 2.27#/L.F.

AutoCAD SHX Text

TENSION ROD

AutoCAD SHX Text

3/8" DIA. TRUSS ROD

AutoCAD SHX Text

TURNBUCKLE

AutoCAD SHX Text

2 1/2" O.D. LINE POST, 3.65#/L.F.

AutoCAD SHX Text

TENSION WIRE #7 COIL SPRING

AutoCAD SHX Text

2" MESH, 9 GAUGE CHAINLINK

AutoCAD SHX Text

FENCE FABRIC - VINYL COATED

AutoCAD SHX Text

CONC. FTG. SEE

AutoCAD SHX Text

DETAIL 7/L500, TYP.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

ALL MEMBERS BLACK VINYL COATED

AutoCAD SHX Text

CONC. BAND- CUT JOINTS @ 5' O.C.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text S-61-C

AutoCAD SHX Text

10'-0" O.C. MAX.

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

1 5/8" O.D. INTERMEDIATE RAIL,

AutoCAD SHX Text 2.27#/L.F.

AutoCAD SHX Text

3/8" DIA. TRUSS ROD

AutoCAD SHX Text

TURNBUCKLE, TYP.

AutoCAD SHX Text

TRANSOM PANEL

AutoCAD SHX Text 2.27#/L.F.

AutoCAD SHX Text

1 5/8" O.D. TOP RAIL,

AutoCAD SHX Text 4'-0" O.C.

AutoCAD SHX Text

CONC. FTG. SEE

AutoCAD SHX Text

DETAIL 7/L500, TYP.

AutoCAD SHX Text

CONC. BAND, CUT

AutoCAD SHX Text

JOINTS @ 5' O.C.

AutoCAD SHX Text 4'-0" O.C.

AutoCAD SHX Text

10'-0" O.C. MAX.

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

BALL CAP

AutoCAD SHX Text

3" O.D. MIN. GATE POSTS,

AutoCAD SHX Text

5.79#/L.F. OR EQUAL

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Parking

AutoCAD SHX Text Reserved

AutoCAD SHX Text Accessible

AutoCAD SHX Text Van

AutoCAD SHX Text Parking

AutoCAD SHX Text Reserved

AutoCAD SHX Text Accessible

AutoCAD SHX Text Van

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN, TO BE MOUNTED ON FENCING, TYP.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

ALL MEMBERS BLACK VINYL COATED

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-2-E

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

1" ADJ. LAWN/2" ADJ. TO PLANTING BED

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text CONC. PAVING W/ 6x6 - W2.9xW2.9 WWF

AutoCAD SHX Text

AGGREGATE SUBBASE

AutoCAD SHX Text

RECOMPACTED OR UNDISTURBED SUBGRADE

AutoCAD SHX Text

MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-1-B

AutoCAD SHX Text

1" SURFACE COAT

AutoCAD SHX Text

2" BINDER COAT

AutoCAD SHX Text

6" GRAVEL SUBBASE

AutoCAD SHX Text

UNDISTURBED SOIL OR COMPACTED SUBGRADE

AutoCAD SHX Text

%%U CONCRETE:ASPHALT

AutoCAD SHX Text

%%U ASPHALT:ASPHALT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-59-A

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

TACK COAT EDGE OF CONCRETE

AutoCAD SHX Text

PROPOSED ASPHALT PAVING TO MEET FLUSH W/AND SHALL MATCH EXISTING IN DEPTH

AutoCAD SHX Text

SAWCUT EDGE OF EXISTING ASPHALT PAVING TO 2" DEPTH

AutoCAD SHX Text

TACK COAT EDGE OF EXISTING PAVING

AutoCAD SHX Text

EXISTING ASPHALT PAVING

AutoCAD SHX Text

EXISTING GRAVEL BASE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

3/4" GRAVEL, 6" MIN.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text S-43-H

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text +6"

AutoCAD SHX Text

1:40 RAMP

AutoCAD SHX Text +6"

AutoCAD SHX Text

6" TYP.

AutoCAD SHX Text

RAMP UP @ 2.5%%%

AutoCAD SHX Text 4"

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text +0"

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

AutoCAD SHX Text

CURB FACE 6" CURB

AutoCAD SHX Text

CONCRETE SIDEWALK TYP.

AutoCAD SHX Text

CONC. CURB DIES INTO GRADE

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text

CONC. CURB BEYOND

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text +2"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

TENNIS COURT INTERFACE

AutoCAD SHX Text

4" CONC. SLAB, SEE SPECS, W/ 12" TURNDOWN AT ASPHALT AS SHOWN

AutoCAD SHX Text

3/4" GRAVEL, 4" MIN.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

6" COMPACTED SUB BASE

AutoCAD SHX Text

ASPHALT COURT SURFACE

AutoCAD SHX Text 6 x 6 W2.9 x W2.9 WWF CONT.

AutoCAD SHX Text 12"

AutoCAD SHX Text

FENCE POST, TYP.

AutoCAD SHX Text

BOND BREAK

AutoCAD SHX Text

CONCRETE FOOTING FOR FENCE POST

AutoCAD SHX Text 12"

AutoCAD SHX Text

5'-0" CONCRETE WALK

AutoCAD SHX Text 8"

AutoCAD SHX Text

ASPHALT PARKING SURFACE

AutoCAD SHX Text 6"

AutoCAD SHX Text

WHEEL STOP, TYP.; SEE SPECS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text S-61-C

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

1 5/8" O.D. INTERMEDIATE RAIL,

AutoCAD SHX Text 2.27#/L.F.

AutoCAD SHX Text

3/8" DIA. TRUSS ROD

AutoCAD SHX Text

TRANSOM PANEL

AutoCAD SHX Text 2.27#/L.F.

AutoCAD SHX Text

1 5/8" O.D. TOP RAIL,

AutoCAD SHX Text

BALL CAP

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

CONC. FTG. SEE DETAIL 7/L500, TYP.

AutoCAD SHX Text

ALL MEMBERS BLACK VINYL COATED

AutoCAD SHX Text

3" O.D. MIN. GATE POSTS, 5.79#/L.F. OR EQUAL

AutoCAD SHX Text

3' WIDE SWING GATE

AutoCAD SHX Text 12"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text L-5-F

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text

LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text 1"

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

SEE ELECTRICAL PLANS FOR DEPTH - 4' MIN.

AutoCAD SHX Text

SET ANCHOR BOLTS IN CONCRETE PER MANUFACTURER'S REQUIREMENTS

AutoCAD SHX Text

CONCRETE FOOTING - PROVIDE STEEL REINF. PER ELECTRICAL ENGINEERS PLANS

AutoCAD SHX Text

ELECTRICAL CONDUIT BY OTHERS - SEE ELECTRICAL PLANS

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

CONCRETE PAVEMENT, SEE DETAIL 2/L500

AutoCAD SHX Text

EXPANSION JOINT - OMIT DOWEL

AutoCAD SHX Text

#4 BARS @ 12" O.C. EACH WAY

AutoCAD SHX Text

AGGREGATE SUBBASE

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

COURT PAVEMENT, TYP.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

STONE BASE, TYP

AutoCAD SHX Text

SET ANCHOR BOLTS IN CONCRETE PER MANUFACTURER'S REQUIREMENTS

AutoCAD SHX Text

CONCRETE FOOTING WITH STEEL REINF. PER ELECTRICAL ENGINEERS PLANS

AutoCAD SHX Text

ELECTRICAL CONDUIT - SEE ELECTRICAL PLANS

AutoCAD SHX Text

COURT LIGHT POLE - SEE ELECTRICAL PLANS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L500

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-61-G

AutoCAD SHX Text

LIGHT POLE BASE CAP, TYP.

AutoCAD SHX Text C

AutoCAD SHX Text L

SEE ELECTRICAL PLANS FOR DEPTH

REVISIONS

M A

N A

W N

O F

A G

, T N

L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

SITE DETAILS

L501

PICKLEBALL COURT LAYOUT

CENTER STRAP ANCHOR DETAIL

NET POST DETAIL

PICKLEBALL COURT COLOR SCHEME

INTERIOR FENCE D

INTERIOR FENCE C INTERIOR FENCE A (A1 & A2)

INTERIOR FENCE B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

TENNIS LAYOUT

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

CENTER OF COURT

AutoCAD SHX Text

WHITE PICKLEBALL STRIPING, TYPICAL

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-61-G

AutoCAD SHX Text

PIPE TYPE CENTER STRAP ANCHOR ALIGN CENTER PIN WITH TENNIS NET LINE

AutoCAD SHX Text

PIPE TYPE CENTER STRAP ANCHOR SET 1/4" MAX. ABOVE COURT SURFACE

AutoCAD SHX Text

CONCRETE FOUNDATION

AutoCAD SHX Text

4" DIA. X 6" PVC PIPE SLEEVE - GROUT ANCHOR INSIDE SLEEVE

AutoCAD SHX Text

CONCRETE FOUNDATION

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

4" DIA. X 6" PVC PIPE SLEEVE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

COURT PAVEMENT

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

NET LINE

AutoCAD SHX Text

NET LINE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text S-61-G

AutoCAD SHX Text

COURT PAVEMENT

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

3'-6" MIN.

AutoCAD SHX Text

NET POST SET IN NET POST MANUFACTURER'S PVC SLEEVE

AutoCAD SHX Text

6" PVC PIPE SLEEVE - GROUT NET POST PVC SLEEVE INSIDE AFTER PAVING

AutoCAD SHX Text

CONCRETE FOUNDATION POUR TO UNDISTURBED EARTH

AutoCAD SHX Text

22'-2" CL TO CL

AutoCAD SHX Text C

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

6" DIA. X 2'-6" PVC PIPE SLEEVE

AutoCAD SHX Text

3" DIA. NET POST IN MFG. NET POST SLEEVE

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NET TIGHTENER - EXTERNAL TYPE, SEE SPECS

AutoCAD SHX Text

3" DIA. NET POST WITH LACING ROD

AutoCAD SHX Text

CONCRETE FOUNDATION BELOW

AutoCAD SHX Text

PICKLEBALL NET, SEE SPECS

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

TENNIS LAYOUT

AutoCAD SHX Text

PICKLEBALL STRIPING TO BE WHITE, TYP.

AutoCAD SHX Text

PICKLEBALL BACK COURT TO BE BLUE, TYP.

AutoCAD SHX Text

PICKLEBALL COURT EXTERIOR TO BE GREEN, TYP.

AutoCAD SHX Text

NOTE: SEE MANUFACTURER'S DRAWINGS AND SPECS FOR INSTALLATION INSTRUCTIONS

AutoCAD SHX Text

PICKLEBALL "KITCHEN" TO BE GRAY, TYP.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text S-61-C

AutoCAD SHX Text 30'-3"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

SEE SPECS. FOR DEPTH OF FOOTING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

BLACK VINYL COATED FENCING, TYP. - SEE SPECS.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SEE SPECS. FOR DEPTH OF FOOTING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text S-61-C

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 30'-9"

AutoCAD SHX Text 10'-2"

AutoCAD SHX Text

BLACK VINYL COATED FENCING, TYP. - SEE SPECS.

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text S-61-C

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SEE SPECS. FOR DEPTH OF FOOTING

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

BLACK VINYL COATED FENCING, TYP. - SEE SPECS.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-1"

AutoCAD SHX Text 12'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 13'-3"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

MAINTAIN 3'-0" CLEAR BETWEEN EDGE OF FENCE POSTS AND BASE OF LIGHT, TYP.

AutoCAD SHX Text

NOTE: A1 AND A2 ARE OPPOSITE HANDS OF ONE ANOTHER.

AutoCAD SHX Text 64'-7"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text L501

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text S-61-C

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SEE SPECS. FOR DEPTH OF FOOTING

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 13'-3"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 6'-2"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 13'-3"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

BLACK VINYL COATED FENCING, TYP. - SEE SPECS.

AutoCAD SHX Text

MAINTAIN 3'-0" CLEAR BETWEEN EDGE OF FENCE POSTS AND BASE OF LIGHT, TYP.

65'-5"

THOMAS E. JONES FARM

APPROX. LIMIT

OF WORK

O X.

F W

O R

APPROX. LIMIT

OF WORK

APPROX. LIMIT

OF W

ORK

PROJECT NUMBER

ISSUE DATE.................... 01-17-2025

REVISIONS

M A

N A

W N

O F

A G

, T N

L A N D S C A P E A R C H I T E C T U R E U R B A N D E S I G N & P L A N N I N G

5103 Kingston Pike · Suite 105 Knoxville, Tennessee 37919 P. 865-637-1100 F. 865-637-1101

R O S S / F O W L E R

PLANTING

PLAN

L600

PLANTING NOTES:

AutoCAD SHX Text

8" DOGWOOD

AutoCAD SHX Text

15" RED CADAR

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

19"WHITE PINE

AutoCAD SHX Text

10"DOGWOOD

AutoCAD SHX Text

3" DOGWOOD

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File details come from the government source that posted it. Updated May 5, 2025.