Project Information

Bid Title

RFQ26006 - ETSU Pickleball Drawing To Scale

Issuing Agency

East Tennessee State University

Location

Tennessee

Published Date

Mar 6, 2026

Closing Date

Mar 17, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

RFQ26006 - ETSU Pickleball Drawing To Scale

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CONSTRUCTION DOCUMENTS

PICKLEBALL COURTS

EAST TENNESSEE STATE UNIVERSITY

JOHNSON CITY, TENNESSEE

SBC PROJECT NO. 369/000-01-2021

CODE SYNOPSIS

GOVERNING CODES:

2021 International Building Code

2023 National Electric Code

2021 NFPA Life Safety Code (NFPA 101)

OCCUPANCY CLASSIFICATION:

N/A

BUILDING CONSTRUCTION:

N/A

PROJECT DESCRIPTION

WORK IS LIMITED TO THE FOLLOWING:

· NEW PICKLEBALL COURTS INCLUDING PLAYING SURFACE AND PERIMETER FINISHES

· NEW PICKLEBALL LIGHTING SYSTEM

· PROVISIONS FOR FUTURE COMMUNICATIONS CABLING

Architects

11/19/2025

11/19/2025

LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING SPOT ELEVATION

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED SPOT ELEVATION

EXISTING STORM SEWER

PROPOSED STORM SEWER

PROPOSED CATCH BASIN

1675

1674

1674.6

1675

1674

1674.17

ST (E)

ST (E)

ST

ST

CB

1673.7

1673.7

1673.83

1673.6

1673.83

SITE GRADING NOTES

1. THIS SITE GRADING AND DRAINAGE PLAN SUPERIMPOSED ON SITE SURVEY

INFORMATION PROVIDED BY ALLEY & ASSOCIATES, PC AND OTHER SITE

INVESTIGATIONS.

1673.4

2. FOR PURPOSES OF ESTABLISHING SUB-GRADES, THE FOLLOWING FINISH

SURFACE THICKNESSES ARE APPLICABLE: PAVING 10" (4" ASPHALT AND 6" BASE

STONE), 8" FOR EXTERIOR CONCRETE SLAB (4" CONCRETE AND 4" BASE STONE).

3. PROVIDE POSITIVE DRAINAGE TO ALL LOW POINTS TO PREVENT PONDING OF

SURFACE RUN-OFF.

1673.7

15" RCP

INV.=1668.3'

1673.83

1674.0

4. PROVIDE A MINIMUM OF 6" TOPSOIL AND SEEDING OVER ALL DISTURBED YARD

AND/OR LANDSCAPE AREAS.

LOWER EXISTING CATCH BASIN

TO 1673.58 AND PROVIDE NEW

FOOT TRAFFIC RATED GRATE

(NEENAH FOUNDRY CATALOG

NO. 4808-A OR EQUAL) SEE

DETAILS SH. C 4.0

1673.8

1674.3

1674.4

CB

TOP=1674.0'

15" RCP

INV.=1668.4'

ST (E)

1673.58

S1T 6(E7) 3.83

1674.1

6" PVC

INV.=1668.3'

1674.08

1673.83

1673.83

1674.3

ST (E)

NEW CATCH BASIN (CB1)

TOP OF GRATE EL. 1673.83

INV. EL. 1671.83

NEW STORM PIPE - P1

30± LFT. 6" PVC

CONNECT TO EXITING CATCH

BASIN AT INV. EL. 1669.42

S = 8.03%

1673.8

1674.17

1673.9

NEW STORM PIPE - P2

16± LFT. 4" PVC

CONNECT TO EXISTING CATCH

BASIN AT INV. EL. 1669.83

1673.9

1673.83

T.G. 1673.83

INV. 1673.17

1674.0

±40 LFT. NEW 8" ACO S2OOK (OR

EQUIVALENT) TRENCH DRAIN

WITH MIN LOAD CLASS E

SLOTTED GRATE, S = 0.50%

BEGINNING INV. EL. 1673.17,

OUTLET INV. EL. 1673.07

1674.1

1674.17

1674.17

1673.9

1673.8

1674

ST (E)

ST (E)

ST (E)

ST (E) 1674.1S7T (E)

1674.3

PROVIDE SOLID COVER FOR EXISTING

CATCH BASIN AND PAVE OVER. LOWER

TOP OF CATCH BASIN AS NEEDED

1674.4

1674.17

1674.1

1674.17

ST

1674.1

T.G. 1673.83

INV. 1673.07

ST (E)

ST (E)

15" RCP

INV.=1669.0'

CB

TOP=1674.1'

1673.91

ST (E)

ST (E)

ST (E)

1674.4

8" PVC

INV.=1669.1'

T.G. 1673.83

INV. 1673.17

1673.83

ST (E)

1674.4

1674.2

ST (E)

ST (E1) 674.17 ST (E)

1674.08

1674.6

1674.17

NEW CATCH BASIN (CB2)

TOP OF GRATE EL. 1673.83

INV. EL. 1671.83

1674.0

1674.0

1673.83

1673.83

1674.0

NEW STORM PIPE - P3

24± LFT. 6" PVC

CONNECT TO EXITING CATCH

BASIN AT INV. EL. 1670.08

S = 7.29%

1674.0

8" PVC

INV.=1669.6'

ST (E)

ST (E)

1674.6

ST (E)

1673.83

1674.2

1674.2

CB

TOP=1674.2'

ST1(E6)73.83

1673.67

LOWER EXISTING CATCH BASIN

TO 1673.67 AND PROVIDE NEW

FOOT TRAFFIC RATED GRATE

(NEENAH FOUNDRY CATALOG NO.

4808-A OR EQUAL) SEE DETAILS

SH. C 4.0

1674.0

1674.5 1673.83

8" PVC

INV.=1669.7'

1674.17

1674.00

1674.1

1674.1

1674.08 1674.1 1674.08

1674.3

1674.33

1674.3

1674.00

1674.5

1674.3

1674.25

1674.3

1674.5

1674.6

1674.3

1674.5

1674.4

FFE = 1674.6

1674.4

1674.8

1674.6

1674.7

8" PVC

INV.=1670.2'

1674.5

CB

TOP=1674.1'

1674.6

8" PVC

INV.=1670.4'

ST (E)

1674.4

ST (E)

ST (E)

1674.3

ST (E)

1674.6

1674.1

1674.2

FACILITY

SYSTEMS

CONSULTANTS, LLC

713 S. Central Street

Suite 101

Knoxville, Tennessee 37902

ph: (865) 246-0164

fx: (865) 246-1084

This drawing and the design shown are the

property of Facility System Consultants,

LLC, and are not to be reproduced, copied,

published or used in whole or in part

without written consent. They are to be

used only for the project and site identified

and shall be returned upon request.

Revisions:

GRADING AND DRAINAGE PLAN

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

TRUENORTH

Job No:

Date:

Designed by:

Drawn by:

ETS508

1111//1179//22002255

BWJ

JDG

Sheet Title:

GRADING AND

DRAINAGE PLAN

Scale:

AS NOTED

SHEET

C 3.0

EXISTING STORM SEWER CATCH BASIN GRATE DETAIL

SCALE: N.T.S.

ENSURE GRATE

OPENINGS ARE

SAFE FOR

PLAYGROUND USE

(1) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN

O.D. GRATE TO BE STAMPED

"DUMP NO WASTE" & "DRAINS TO

STREAM"

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 30" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

(5) ADAPTER

ANGLES

VARIABLE 0° -

360°

ACCORDING TO

PLANS

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

BASED ON MANUFACTURING REQ.)

4" MIN ON 8" - 24"

6" MIN ON 30"

1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE

70-50-05.

8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH

THE

USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO

SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO

DETERMINE

MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.

7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY

APPLICATIONS

ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.

THE BACKFILL MATERIAL SHALL BE CRUSHED

STONE OR OTHER

GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN

ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE

INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

DRAWN BY EBC MATERIAL

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE

1-23-06

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REVISED BY NMH PROJECT NO./NAME

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

DATE

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

03-11-16

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

©2011 NYLOPLAST DWG SIZE

A SCALE 1:40 SHEET 1 OF 1

TITLE

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

® FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN WITH STANDARD GRATE

QUICK SPEC INSTALLATION DETAIL

DWG NO.

7001-110-144

REV H

CB1 & CB2 NYLOPLAST DRAIN BASIN WITH 18" x 18" FRAME AND GRATE (OR EQUIVALENT)

SCALE: N.T.S.

FACILITY

SYSTEMS

CONSULTANTS, LLC

713 S. Central Street

Suite 101

Knoxville, Tennessee 37902

ph: (865) 246-0164

fx: (865) 246-1084

This drawing and the design shown are the

property of Facility System Consultants,

LLC, and are not to be reproduced, copied,

published or used in whole or in part

without written consent. They are to be

used only for the project and site identified

and shall be returned upon request.

Revisions:

TRENCH DRAIN INSTALLATION DETAIL

SCALE: N.T.S.

Job No:

Date:

Designed by:

Drawn by:

ETS508

1111//1179/2025

BWJ

JDG

Sheet Title:

GRADING AND

DRAINAGE DETAILS

Scale:

AS NOTED

SHEET

C 4.0

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