134th Repair TEC Physical Fitness Area_Drawings_04.04.24.pdf

PDF 7 MB Posted Aug 24, 2024

Attached to: PSXE 242020 Repair TEC Physical Fitness Area
Solicitation number: W50S98-24-B-0009
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Aug 25, 2024

This document contains drawings, specifications, and statements of work for the Repair TEC Physical Fitness Area project (PSXE 242020) for the Tennessee Air National Guard's 134th Air Refueling Wing. The project involves repairs and upgrades to the existing physical fitness area, including construction of new tennis/pickleball courts, a basketball court, sidewalks, lighting, and other site improvements. The solicitation number is W50S98-24-B-0009, and the Department of the Army Tennessee Army National Guard is the federal agency issuing the contract. A site visit is scheduled for August 30, 2024 at 2 PM with instructions provided in section 00 21 00 of the solicitation. The document includes detailed drawings, specifications, and construction details for the various project components.

View the file

Other files

File	Type	Posted
24B0009 Bid Sign In Sheet.pdf	PDF	Sep 26, 2024
OF_1419.pdf	PDF	Sep 26, 2024
PSXE242020 Repair TEC Physical Fitness Area Questions_Response_09.04.24.docx	DOCX document	Sep 8, 2024
24B0009 Site VIsit SIgn In.pdf	PDF	Sep 2, 2024
Pre-Bid Slides 24B0009.pptx	PPTX presentation	Sep 2, 2024
Site-Visit Minutes 24B0009.pdf	PDF	Sep 2, 2024
134th Repair TEC Physical Fitness Area_Specifications_04.04.24.pdf	PDF	Aug 24, 2024
W50S9824B0009.pdf	PDF	Aug 24, 2024
Construction SOW PSXE242020 Repair TEC Physical Fitness Area.pdf	PDF	Aug 24, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

REPAIR TEC PHYSICAL FITNESS AREA

PSXE242020

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

APRIL 2024

N.T.S.

LOCATION MAP

PROJECT

SITE

DRAWING LIST

C1.1 SITE LAYOUT PLAN

C1.2 SITE GRADING & DRAINAGE PLAN

C1.3 EROSION & SEDIMENT CONTROL PLAN - INITIAL

C1.4 EROSION & SEDIMENT CONTROL PLAN - FINAL

C2.1 DETAILS

C2.2 DETAILS

C2.3 DETAILS

C2.4 DETAILS

E1.2 SITE LAYOUT PLAN - LIGHTING

E2.1 ELECTRICAL SCHEDULES & SPECIFICATIONS

240 West Bessemer St. Alcoa, TN. 37701 Ph. (865) 980-3500

CIVIL ELECTRICAL

AutoCAD SHX Text

PELLISIPPI PKY

AutoCAD SHX Text

TOPSIDE RD

AutoCAD SHX Text

MARYVILLE PIKE

AutoCAD SHX Text

LOUISVILLE

AutoCAD SHX Text

MENTOR

AutoCAD SHX Text

AIR BASE RD

AutoCAD SHX Text

CALLAHAN RD

AutoCAD SHX Text

LOUISVILLE RD

AutoCAD SHX Text

W HUNT RD

AutoCAD SHX Text

W HUNT RD

AutoCAD SHX Text

ALCOA HWY

AutoCAD SHX Text

CUSICK RD

AutoCAD SHX Text

E HUNT RD

AutoCAD SHX Text

E BROADWAY AVE

AutoCAD SHX Text McARTHUR RD

AutoCAD SHX Text

MARYVILLE

AutoCAD SHX Text

METROPOLITAN

AutoCAD SHX Text

KNOXVILLE

AutoCAD SHX Text

AIRPORT AUTHORITY

AutoCAD SHX Text

FORT

AutoCAD SHX Text

LOUDON

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

LIBERTY ST.

AutoCAD SHX Text

TENNESSEE AIR NATIONAL GUARD

AutoCAD SHX Text

BRISCOE DR.

AutoCAD SHX Text

FRONT GATE ENTRANCE TO TANG BASE

4 "W

R ep ai r

P h ys ic al F it n es s

A re a

4t h A ir R ef u el in g W in g

PSXE242020

4.4.24

C1.1

S it e La yo u t Pl an

TCC

CJS

SCALE: 1" = '

0 30 60 90

BENCH MARK

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

CLEANOUT

DUCTILE IRON PIPE

SANITARY SEWER LINE

WATER LINE

CURB INLET

MANHOLE

FIRE HYDRANT

CATCH BASINS

WATER METER

VALVE

UTILITY-LIGHT POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

ELECTRIC METER

ROUND AREA DRAIN

ELECTRIC TRANSFORMER

LIGHT POLE

STORM SEWER LINE

B.M.

LEGEND

EXISTING

NEW

COMMUNICATIONS DUCT BANK

8 9

10 116

5 4

19'

LIGHT DUTY PAVEMENT

C2.2

SIDEWALK

G13 C2.2

122'

CONCRETE CURB

SEE DETAIL

G9 C2.2

BENCH & BOTTLE FILLER AREA

SEE DETAIL

ONLY

R3-5R

G1 C2.2

18'

24'

10'R

15'R

MATCH NEW SIDEWALK

TO EXISTING (TYP.)

Point Northing Easting Description

COORDINATE TABLE

TENNIS COURT FENCE

C2.3

8' RAMP

CROSSWALK STRIPING

SEE DETAIL

35'R

K1 C2.2

MATCH NEW PAVEMENT

TO EXISTING

WATERLINEW

WATERLINE

CONNECTION

NEATLY SAWCUT & REMOVE

EXISTING SIDEWALK, TO INCLUDE

WIPEDOWNS. REPLACE WITH 27

LF+/- OF NEW SIDEWALK.

NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY

PERFORMED BY C2RL ENGINEERS, INC. DATED FEBRUARY 20, 2024.

DATUM: NAD83 - NAVD88

2. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON

THE PROJECT SITE. CONTRACTOR SHALL DETERMINE ACTUAL

LOCATION OF ALL UTILITIES AND STRUCTURES ON THE PROJECT SITE

WHETHER THEY ARE INDICATED OR NOT. CONTRACTOR SHALL ASSUME

RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER

SHOWN ON THE CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL

REQUEST A DIG PERMIT FROM WORK CONTROL (865)336-4219 PRIOR TO

ENGAGING IN ANY EXCAVATION OR PENETRATING THE GROUND IN ANY

WAY. CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE CALL

CENTER 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE

PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY

THE CITY OF ALCOA ELECTRIC SYSTEM. POC FOR THE ELECTRIC

SYSTEM IS MR. MIKE LINDSEY (865)380-4853.

3. ALL DISTURBED AREAS SHALL BE HAND-SMOOTHED TO MATCH

SURROUNDING GRADE. SOD IS REQUIRED FOR ALL DISTURBED AREAS.

A 4" LAYER OF TOPSOIL SHALL BE APPLIED ALONG WITH SOD.

4. ALL STRIPING SHALL BE IN ACCORDANCE WITH MUTCD LATEST VERSION.

5. CONTRACTOR SHALL ALIGN SIDEWALK EXPANSION JOINTS WITH CURB

EXPANSION JOINTS.

6. ALL NOVAPLAY SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH

ALL MANUFACTURERS RECOMMENDATIONS.

7. EXISTING VALVE BOX COVERS, METER COVERS AND ANY OTHER

SURFACE UTILITY FEATURES SHALL BE ADJUSTED TO FINISHED GRADES

AS IMPACTED BY CONSTRUCTION.

545,862.61 2,561,674.04 CL DRIVE

545,803.56 2,561,652.04 CL DRIVE

545,877.59 2,561,561.44 CL DRIVE PC

545,858.23 2,561,545.62 RADIUS POINT

545,874.04 2,561,526.26 CL DRIVE PT

545,869.40 2,561,522.47 CL DRIVE PC

545,853.58 2,561,541.83 RADIUS POINT

545,834.22 2,561,526.01 CL DRIVE PT

545,776.01 2,561,597.25 CL DRIVE PC

545,795.37 2,561,613.07 RADIUS POINT

545,779.55 2,561,632.43 CL DRIVE PT

545,839.11 2,561,694.10 RADIUS POINT

545,857.99 2,561,643.51 RADIUS POINT

545,837.07 2,561,641.05 RADIUS POINT

545,823.88 2,561,635.07 RADIUS POINT

STAIRS

SEE DETAIL

A11 C2.3

ADA WARNING TILE (TYP.)

SEE DETAIL

L11 C2.3

CW CURB WIPEDOWN

H11 C2.3

B.M. 4 - NAIL

N. 545,828.91 E. 2,561,722.95

EL. 972.52

B.M. 3 - NAIL

N. 545,987.39 E. 2,561,257.83

EL. 969.75

52'

BASKETBALL COURT SURFACE

NOVABOND ON CONCRETE W/ NOVAPLAY II SURFACE

NOVATEX TEXTURED LINE PAINT

TENNIS COURT SURFACE

(NOVACRYLIC COMBINATION SYSTEM)

1. CP 761 CONCRETE PRIMER

2. NOVASURFACE ACRYLIC RESURFACER

3. NOVA COMBINATION SURFACE

ADJUST VALVE BOXES TO FINISHED

GRADE AND REPLACE IF TRAFFIC

GRADE COVERS ARE NEEDED

R1-1 (24"x24")

24" STOP

BAR

CAREFULLY PROTECT VOLLEYBALL COURT.

PROVIDE SIGNS INDICATING CONSTRUCTION

ZONE WITH NO PLAY ALLOWED.

BENCH (TYP.)

SEE DETAIL

G1 C2.2

545,826.40 2,561,511.87 COURTS LIMITS

545,778.39 2,561,472.64 COURTS LIMITS

545,888.48 2,561,337.90 COURTS LIMITS

545,936.49 2,561,377.13 COURTS LIMITS

EXISTING PAVEMENT & CURB

TO BE DEMOLISHED

NEATLY SAWCUT & REMOVE

92 LF +/- EXISTING SIDEWALK

B.M. 2 - NAIL

N. 545,623.34 E. 2,561,204.41

EL. 972.56

B.M. 1 - NAIL

N. 545,505.74 E. 2,561,402.73

EL. 969.37

MATCH NEW CONCRETE

TO EXISTING

FOR COURT DIMENSIONS

SEE DETAILA1

C2.2

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text SAMH AG035 T.C. 969.72 Inv.(NE) 962.76 Inv.(NE Aband.) 965.33 Inv.(SE) 962.88 Inv.(SW) 962.76

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text SAMH AG034 T.C. 966.49 Inv.(NE) 957.25 Inv.(NE Aband.) 961.09 Inv.(SW) 957.23

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text SAMH AG082 T.C. 978.66 Inv.(NW) 967.08 Inv.(W) 967.04 Inv.(SW) 966.88

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

UNDERGROUND CHAMBER LOCATION

AutoCAD SHX Text

TAKEN FROM DESIGN DRAWING

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text Curb Inlet T.C. 965.38 Inv. 961.43

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 967.06 Inv.(NE) 964.81 Inv.(SE) 964.94

AutoCAD SHX Text CB2x2 T.C. 967.62 Inv. 965.52

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 968.55 Inv.(NE) 966.51

AutoCAD SHX Text

BLIND JUNCTION

AutoCAD SHX Text CB2x2 T.C. 968.65 Inv.(NE) 967.16

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text CB2x2 T.C. 971.63 Inv.(W) 966.48 Inv.(SE) 966.34 Inv.(SW) 966.41

AutoCAD SHX Text

15"HDPE

AutoCAD SHX Text

15"HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB2X3 T.C. 967.78 Inv. 965.86

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2x2 T.C. 968.30 Inv. 966.34

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.55 Inv. In 965.38 Inv. Out 965.07

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.89 Inv. In 964.82 Inv. Out 964.82

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB2x2 T.C. 964.06 Inv. In 961.47 Inv. Out 960.46

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x3 T.C. 963.54 Inv. 957.29(NW) Inv. 954.18(NE) Inv. 954.16(SW) Inv. 958.24(SE)

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2X2 T.C. 962.60 Inv. In 958.40 Inv. Out 958.38

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.41 Inv. In 959.96 Inv. Out 959.96

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.52 Inv. In 960.89 Inv. Out 960.89

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM. VAULT

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

SAMH AG083 (#2) T.C.=979.92 I.E.(N)=973.71 I.E.(SW)=972.77 I.E.(SE)=972.72

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Pull Up Bars

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text

AutoCAD SHX Text Sign

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text CB2x2 T.C. 965.68 Inv.(N) 959.44 Inv.(SW) 963.43 Inv.(SE) 958.96 Inv.(NE) 959.47 Inv.(NW) 959.44

AutoCAD SHX Text Existing Track

AutoCAD SHX Text Track

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text Bleachers

AutoCAD SHX Text

BUILDING 207 F.F.E. 977.00

AutoCAD SHX Text Mon.

AutoCAD SHX Text Existing Volleyball Court

AutoCAD SHX Text Existing Parade Field

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47.242 - REPAIR TEC PHYSICAL FITNESS AREA\02-DRAWINGS\SHEETS\C1-1 SITE LAYOUT PLAN.DWGPLOTTED ON:April 17, 2024 11:21 AM BY:TIM CHILDRESSApril 17, 2024 11:21 AM BY:TIM CHILDRESS11:21 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text C

R ep ai r

P h ys ic al F it n es s

A re a

4t h A ir R ef u el in g W in g

PSXE242020

4.4.24

C1.2

S it e G ra di n g

D ra in ag e

Pl an

SLC

CJS

SCALE: 1" = '

0 30 60 90

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

CLEANOUT

DUCTILE IRON PIPE

SANITARY SEWER LINE

WATER LINE

CURB INLET

MANHOLE

FIRE HYDRANT

CATCH BASINS

WATER METER

VALVE

UTILITY-LIGHT POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

ELECTRIC METER

ROUND AREA DRAIN

ELECTRIC TRANSFORMER

LIGHT POLE

STORM SEWER LINE

LEGEND

EXISTING

NEW

COMMUNICATIONS DUCT BANK

STORM LINE

C2.4

CURB INLET

A11 C2.4

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON BASE

MAPPING AERIAL SURVEY DATED 2022.

2. ALL UTILITIES TAKEN FROM BASE MAPPING SURVEY PERFORMED BY

C2RL ENGINEERS, INC.

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY,

AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY

EXIST ON THE PROJECT SITE. CONTRACTOR SHALL DETERMINE

ACTUAL LOCATION OF ALL UTILITIES AND STRUCTURES ON THE

PROJECT SITE WHETHER THEY ARE INDICATED OR NOT.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE

TO THE UTILITY LINES, WHETHER SHOWN ON THE CONSTRUCTION

PLANS OR NOT. CONTRACTOR SHALL REQUEST A DIG PERMIT FROM

WORK CONTROL (865)336-4219 PRIOR TO ENGAGING IN ANY

EXCAVATION OR PENETRATING THE GROUND IN ANY WAY.

CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE CALL

CENTER 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES.

THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND

OPERATED BY THE CITY OF ALCOA ELECTRIC SYSTEM. POC FOR

THE ELECTRIC SYSTEM IS MR. MIKE LINDSEY (865)380-4853.

4. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN COMPLETED,

ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD OR

WASHED RIVER ROCK AS SOON AS PRACTICAL.

5. ALL DISTURBED AREAS SHALL BE HAND-SMOOTHED TO MATCH

SURROUNDING GRADE. IF SOD IS REQUIRED, A 4" LAYER OF

TOPSOIL SHALL BE APPLIED ALONG WITH SOD.

969.7

CI-1

28"Ø

T.C. 967.3

INV. OUT 965.7

970.8

969.7

969.5969.5

967.9

970.3

970.3 971.2

970.5969.7

969.6 969.9

966.5

969.31

12" HDPE

CONNECT NEW 12" HDPE

TO EXISTING STRUCTURE.

INV. IN 965.6

REMOVE FRAME AND

GRATE AND REPLACE

WITH SOLID LID. ADJUST

TOP OF CASTING.

T.C. 968.2

REMOVE FRAME AND

GRATE AND REPLACE

WITH SOLID LID.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text SAMH AG035 T.C. 969.72 Inv.(NE) 962.76 Inv.(NE Aband.) 965.33 Inv.(SE) 962.88 Inv.(SW) 962.76

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text SAMH AG034 T.C. 966.49 Inv.(NE) 957.25 Inv.(NE Aband.) 961.09 Inv.(SW) 957.23

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text SAMH AG082 T.C. 978.66 Inv.(NW) 967.08 Inv.(W) 967.04 Inv.(SW) 966.88

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

UNDERGROUND CHAMBER LOCATION

AutoCAD SHX Text

TAKEN FROM DESIGN DRAWING

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text Curb Inlet T.C. 965.38 Inv. 961.43

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 967.06 Inv.(NE) 964.81 Inv.(SE) 964.94

AutoCAD SHX Text CB2x2 T.C. 967.62 Inv. 965.52

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 968.55 Inv.(NE) 966.51

AutoCAD SHX Text

BLIND JUNCTION

AutoCAD SHX Text CB2x2 T.C. 968.65 Inv.(NE) 967.16

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

15"HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB2X3 T.C. 967.78 Inv. 965.86

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2x2 T.C. 968.30 Inv. 966.34

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.55 Inv. In 965.38 Inv. Out 965.07

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.89 Inv. In 964.82 Inv. Out 964.82

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB2x2 T.C. 964.06 Inv. In 961.47 Inv. Out 960.46

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x3 T.C. 963.54 Inv. 957.29(NW) Inv. 954.18(NE) Inv. 954.16(SW) Inv. 958.24(SE)

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2X2 T.C. 962.60 Inv. In 958.40 Inv. Out 958.38

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.41 Inv. In 959.96 Inv. Out 959.96

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.52 Inv. In 960.89 Inv. Out 960.89

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM. VAULT

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

SAMH AG083 (#2) T.C.=979.92 I.E.(N)=973.71 I.E.(SW)=972.77 I.E.(SE)=972.72

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text NOTE: IF BRINGING IN BASE MAPPING UTILITIES PLEASE ADJUST ELEVATIONS TO CURRENT (EXISTING) TP10. (BASE MAPPING ELEVATIONS ARE ADJUSTED ELEVATIONS TO OPUS) OPUS TP10 N: 545717.183 E: 2561981.051 EL: 987.211

AutoCAD SHX Text Pull Up Bars

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text

AutoCAD SHX Text Sign

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text CB2x2 T.C. 965.68 Inv.(N) 959.44 Inv.(SW) 963.43 Inv.(SE) 958.96 Inv.(NE) 959.47 Inv.(NW) 959.44

AutoCAD SHX Text Existing Track

AutoCAD SHX Text Track

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text Bleachers

AutoCAD SHX Text

BUILDING 207 F.F.E. 977.00

AutoCAD SHX Text Mon.

AutoCAD SHX Text Existing Volleyball Court

AutoCAD SHX Text Existing Parade Field

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47.242 - REPAIR TEC PHYSICAL FITNESS AREA\02-DRAWINGS\SHEETS\C1-2 SITE GRADING & DRAINAGE PLAN.DWG PLOTTED ON:April 17, 2024 11:22 AM BY:TIM CHILDRESSPLOTTED ON:April 17, 2024 11:22 AM BY:TIM CHILDRESSApril 17, 2024 11:22 AM BY:TIM CHILDRESS11:22 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text C

R ep ai r

P h ys ic al F it n es s

A re a

4t h A ir R ef u el in g W in g

PSXE242020

4.4.24

C1.3

E ro si on

S ed im en t

C on tr ol

P la n

I n it ia l

SLC

CJS

CONSTRUCTION ENTRANCE / EXIT TO BE

INSTALLED BEFORE GRADING

OPERATIONS COMMENCE

SCALE: 1" = '

0 30 60 90

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON BASE MAPPING

AERIAL SURVEY DATED 2022.

2. ALL UTILITIES TAKEN FROM BASE MAPPING SURVEY PERFORMED BY

C2RL ENGINEERS, INC.

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL DETERMINE ACTUAL LOCATION OF

ALL UTILITIES AND STRUCTURES ON THE PROJECT SITE WHETHER THEY

ARE INDICATED OR NOT. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON THE

CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL REQUEST A DIG

PERMIT FROM WORK CONTROL (865)336-4219 PRIOR TO ENGAGING IN

ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY.

CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE CALL CENTER 811

FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY

ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY THE CITY

OF ALCOA ELECTRIC SYSTEM. POC FOR THE ELECTRIC SYSTEM IS MR.

MIKE LINDSEY (865)380-4853.

4. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN COMPLETED, ALL

DISTURBED AREAS SHALL BE STABILIZED WITH SOD OR WASHED RIVER

ROCK AS SOON AS PRACTICAL.

5. ALL DISTURBED AREAS SHALL BE HAND-SMOOTHED TO MATCH

SURROUNDING GRADE. IF SOD IS REQUIRED, A 4" LAYER OF TOPSOIL

SHALL BE APPLIED ALONG WITH SOD.

NOTE: SODDED AREAS ILLUSTRATED MAY NOT INCLUDE

ALL DISTURBED AREAS.

EROSION CONTROL NOTES

1. THE PURPOSE OF THIS EROSION CONTROL PLAN IS TO MINIMIZE EROSION

AND PREVENT SEDIMENT FROM LEAVING THE SITE DURING

CONSTRUCTION. THEREFORE, TDEC, THE ENGINEER, OR THE COR MAY

REQUIRE CHANGES BE MADE TO THIS PLAN AT ANY TIME.

2. EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT

PRACTICES SHALL FOLLOW THE APPROVED PLAN DETAILS AND THE

TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST

EDITION.

3. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME

OF GRADED OR DENUDED AREAS.

4. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IN

PLACE (WHERE NEEDED) AND FUNCTIONAL BEFORE THE DAY'S WORK MAY

BEGIN AND MUST BE CONSTRUCTED AND MAINTAINED WHILE WORK IS

PROGRESSING UPSTREAM. TEMPORARY MEASURES MAY BE REMOVED AT

THE BEGINNING OF THE THE WORK DAY, BUT MUST BE REPLACED AT THE

END OF THE WORK DAY.

5. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE

DESTROYED, REMOVED OR DISTURBED MORE THAN 15 DAYS PRIOR TO

WORK IN THAT AREA UNLESS THE AREA IS SEEDED OR MULCHED OR

OTHER TEMPORARY COVER INSTALLED.

6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM AREA

NECESSARY FOR INSTALLATION AND EQUIPMENT OPERATION. EXISTING

VEGETATION AT THE WORK AREA SHOULD BE PRESERVED TO THE

MAXIMUM EXTENT PRACTICABLE.

7. TEMPORARY SEEDING IS REQUIRED WHEN GRADING OPERATIONS ARE

TEMPORARILY HALTED FOR OVER 14 DAYS, AND ON ALL STOCKPILES.

PERMANENT SEEDING IS REQUIRED WHEN GRADING OPERATIONS ARE

COMPLETED AND/OR CONSTRUCTION OPERATIONS WILL NOT IMPACT THE

DISTURBED AREA.

8. CONTRACTOR SHALL SEED ANY AREAS THAT SHOW SIGNS OF EXCESSIVE

EROSION.

9. ALL SLOPES SHALL BE STABILIZED AS SOON AS THEY ARE AT FINISHED

GRADE.

10. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS

EXPOSED TO STORM WATER SHALL BE PICKED UP PRIOR TO ANTICIPATED

STORM EVENTS OR BEFORE BEING CARRIED OFF SITE BY WIND, OR

OTHERWISE PREVENTED FROM BECOMING A POLLUTANT SOURCE.

11. PLACEMENT OF PORT-A-POTTIES ON THE PROJECT SHALL NOT BE

LOCATED CLOSE TO STREAMS, WETLANDS OR STORM DRAINS.

12. A STORAGE AREA FOR CONSTRUCTION RELATED MATERIALS MUST BE

COORDINATED ON SITE WITH THE OWNER. THIS AREA WILL NEED TO HAVE

EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INSTALLED

TO PREVENT DEBRIS AND TRASH FROM SPREADING OVER THE SITE. A

TRASH RECEPTACLE WITH A LID IS REQUIRED ON SITE. THESE STORAGE

AREAS AND RECEPTACLES SHALL BE PROPERLY MAINTAINED AND FREE

OF DEBRIS AND POLLUTANTS TO THE SITE THROUGHOUT CONSTRUCTION.

13. AFTER USE, MATERIALS USED FOR EROSION PREVENTION AND SEDIMENT

CONTROL (SUCH AS SILT FENCE) SHOULD BE REMOVED OR OTHERWISE

PREVENTED FROM BECOMING A POLLUTANT SOURCE.

14. SEDIMENT SHOULD BE REMOVED FROM SILT FENCES AND OTHER

SEDIMENT CONTROLS ONCE DESIGN CAPACITY HAS BEEN REDUCED BY

50%.

15. IF SEDIMENT ESCAPES CONSTRUCTION AREA, OFF SITE ACCUMULATIONS

THAT HAVE NOT REACHED A STREAM MUST BE REMOVED AT A

FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. CONTRACTORS

SHALL NOT INITIATE REMEDIATION/RESTORATION OF A STREAM WITHOUT

CONSULTING TDEC FIRST. ARRANGEMENTS CONCERNING REMOVAL OF

SEDIMENT ON ADJOINING PROPERTY MUST BE SETTLED WITH THE

ADJOINING PROPERTY OWNER.

16. A RAIN GAUGE SHALL BE MAINTAINED ON SITE OR A REFERENCE SITE IS

TO BE USED FOR RECORDING DAILY RAINFALL AMOUNTS. THIS DATA MUST

BE RECORDED AND KEPT ON SITE.

17. THE FOLLOWING RECORDS MUST BE KEPT AT OR NEAR THE WORK AREA:

A. THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR.

B. THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY

OR PERMANENTLY CEASE ON A PORTION OF THE SITE.

C. THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.

D. TWICE WEEKLY AND OTHER INSPECTION RECORDS.

E. RAINFALL RECORDS.

18. A COPY OF THE SWPPP SHALL BE KEPT ON SITE IN A LOCATION

COORDINATED BETWEEN THE CONTRACTOR AND THE OWNER AND

VERIFIED PRIOR TO CONSTRUCTION.

SF TEMPORARY SILT FENCESFSF

C2.4

LEGEND

IP INLET PROTECTION

J11 C2.4

CE CONSTRUCTION ENTRANCE / EXIT

C2.4

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text SAMH AG035 T.C. 969.72 Inv.(NE) 962.76 Inv.(NE Aband.) 965.33 Inv.(SE) 962.88 Inv.(SW) 962.76

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text SAMH AG034 T.C. 966.49 Inv.(NE) 957.25 Inv.(NE Aband.) 961.09 Inv.(SW) 957.23

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text SAMH AG082 T.C. 978.66 Inv.(NW) 967.08 Inv.(W) 967.04 Inv.(SW) 966.88

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

UNDERGROUND CHAMBER LOCATION

AutoCAD SHX Text

TAKEN FROM DESIGN DRAWING

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text Curb Inlet T.C. 965.38 Inv. 961.43

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 967.06 Inv.(NE) 964.81 Inv.(SE) 964.94

AutoCAD SHX Text CB2x2 T.C. 967.62 Inv. 965.52

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 968.55 Inv.(NE) 966.51

AutoCAD SHX Text

BLIND JUNCTION

AutoCAD SHX Text CB2x2 T.C. 968.65 Inv.(NE) 967.16

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

15"HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB2X3 T.C. 967.78 Inv. 965.86

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2x2 T.C. 968.30 Inv. 966.34

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.55 Inv. In 965.38 Inv. Out 965.07

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.89 Inv. In 964.82 Inv. Out 964.82

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB2x2 T.C. 964.06 Inv. In 961.47 Inv. Out 960.46

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x3 T.C. 963.54 Inv. 957.29(NW) Inv. 954.18(NE) Inv. 954.16(SW) Inv. 958.24(SE)

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2X2 T.C. 962.60 Inv. In 958.40 Inv. Out 958.38

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.41 Inv. In 959.96 Inv. Out 959.96

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.52 Inv. In 960.89 Inv. Out 960.89

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM. VAULT

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

SAMH AG083 (#2) T.C.=979.92 I.E.(N)=973.71 I.E.(SW)=972.77 I.E.(SE)=972.72

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Pull Up Bars

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text

AutoCAD SHX Text Sign

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text CB2x2 T.C. 965.68 Inv.(N) 959.44 Inv.(SW) 963.43 Inv.(SE) 958.96 Inv.(NE) 959.47 Inv.(NW) 959.44

AutoCAD SHX Text Existing Track

AutoCAD SHX Text Track

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text Bleachers

AutoCAD SHX Text

BUILDING 207 F.F.E. 977.00

AutoCAD SHX Text Mon.

AutoCAD SHX Text Existing Volleyball Court

AutoCAD SHX Text Existing Parade Field

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47.242 - REPAIR TEC PHYSICAL FITNESS AREA\02-DRAWINGS\SHEETS\C1-3 EROSION & SEDIMENT CONTROL PLAN - INITIAL.DWG PLOTTED ON:April 17, 2024 11:22 AM BY:TIM CHILDRESSPLOTTED ON:April 17, 2024 11:22 AM BY:TIM CHILDRESSApril 17, 2024 11:22 AM BY:TIM CHILDRESS11:22 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

R ep ai r

P h ys ic al F it n es s

A re a

4t h A ir R ef u el in g W in g

PSXE242020

4.4.24

C1.4

E ro si on

S ed im en t

C on tr ol

P la n

F in al

SLC

CJS

SCALE: 1" = '

0 30 60 90

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON BASE MAPPING

AERIAL SURVEY DATED 2022.

2. ALL UTILITIES TAKEN FROM BASE MAPPING SURVEY PERFORMED BY

C2RL ENGINEERS, INC.

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL DETERMINE ACTUAL LOCATION OF

ALL UTILITIES AND STRUCTURES ON THE PROJECT SITE WHETHER THEY

ARE INDICATED OR NOT. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON THE

CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL REQUEST A DIG

PERMIT FROM WORK CONTROL (865)336-4219 PRIOR TO ENGAGING IN

ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY.

CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE CALL CENTER 811

FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY

ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY THE CITY

OF ALCOA ELECTRIC SYSTEM. POC FOR THE ELECTRIC SYSTEM IS MR.

MIKE LINDSEY (865)380-4853.

4. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN COMPLETED, ALL

DISTURBED AREAS SHALL BE STABILIZED WITH SOD OR WASHED RIVER

ROCK AS SOON AS PRACTICAL.

5. ALL DISTURBED AREAS SHALL BE HAND-SMOOTHED TO MATCH

SURROUNDING GRADE. IF SOD IS REQUIRED, A 4" LAYER OF TOPSOIL

SHALL BE APPLIED ALONG WITH SOD.

NOTE: SODDED AREAS ILLUSTRATED MAY NOT INCLUDE

ALL DISTURBED AREAS.

EROSION CONTROL NOTES

1. THE PURPOSE OF THIS EROSION CONTROL PLAN IS TO MINIMIZE EROSION

AND PREVENT SEDIMENT FROM LEAVING THE SITE DURING

CONSTRUCTION. THEREFORE, TDEC, THE ENGINEER, OR THE COR MAY

REQUIRE CHANGES BE MADE TO THIS PLAN AT ANY TIME.

2. EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT

PRACTICES SHALL FOLLOW THE APPROVED PLAN DETAILS AND THE

TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST

EDITION.

3. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME

OF GRADED OR DENUDED AREAS.

4. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IN

PLACE (WHERE NEEDED) AND FUNCTIONAL BEFORE THE DAY'S WORK MAY

BEGIN AND MUST BE CONSTRUCTED AND MAINTAINED WHILE WORK IS

PROGRESSING UPSTREAM. TEMPORARY MEASURES MAY BE REMOVED AT

THE BEGINNING OF THE THE WORK DAY, BUT MUST BE REPLACED AT THE

END OF THE WORK DAY.

5. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE

DESTROYED, REMOVED OR DISTURBED MORE THAN 15 DAYS PRIOR TO

WORK IN THAT AREA UNLESS THE AREA IS SEEDED OR MULCHED OR

OTHER TEMPORARY COVER INSTALLED.

6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM AREA

NECESSARY FOR INSTALLATION AND EQUIPMENT OPERATION. EXISTING

VEGETATION AT THE WORK AREA SHOULD BE PRESERVED TO THE

MAXIMUM EXTENT PRACTICABLE.

7. TEMPORARY SEEDING IS REQUIRED WHEN GRADING OPERATIONS ARE

TEMPORARILY HALTED FOR OVER 14 DAYS, AND ON ALL STOCKPILES.

PERMANENT SEEDING IS REQUIRED WHEN GRADING OPERATIONS ARE

COMPLETED AND/OR CONSTRUCTION OPERATIONS WILL NOT IMPACT THE

DISTURBED AREA.

8. CONTRACTOR SHALL SEED ANY AREAS THAT SHOW SIGNS OF EXCESSIVE

EROSION.

9. ALL SLOPES SHALL BE STABILIZED AS SOON AS THEY ARE AT FINISHED

GRADE.

10. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS

EXPOSED TO STORM WATER SHALL BE PICKED UP PRIOR TO ANTICIPATED

STORM EVENTS OR BEFORE BEING CARRIED OFF SITE BY WIND, OR

OTHERWISE PREVENTED FROM BECOMING A POLLUTANT SOURCE.

11. PLACEMENT OF PORT-A-POTTIES ON THE PROJECT SHALL NOT BE

LOCATED CLOSE TO STREAMS, WETLANDS OR STORM DRAINS.

12. A STORAGE AREA FOR CONSTRUCTION RELATED MATERIALS MUST BE

COORDINATED ON SITE WITH THE OWNER. THIS AREA WILL NEED TO HAVE

EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INSTALLED

TO PREVENT DEBRIS AND TRASH FROM SPREADING OVER THE SITE. A

TRASH RECEPTACLE WITH A LID IS REQUIRED ON SITE. THESE STORAGE

AREAS AND RECEPTACLES SHALL BE PROPERLY MAINTAINED AND FREE

OF DEBRIS AND POLLUTANTS TO THE SITE THROUGHOUT CONSTRUCTION.

13. AFTER USE, MATERIALS USED FOR EROSION PREVENTION AND SEDIMENT

CONTROL (SUCH AS SILT FENCE) SHOULD BE REMOVED OR OTHERWISE

PREVENTED FROM BECOMING A POLLUTANT SOURCE.

14. SEDIMENT SHOULD BE REMOVED FROM SILT FENCES AND OTHER

SEDIMENT CONTROLS ONCE DESIGN CAPACITY HAS BEEN REDUCED BY

50%.

15. IF SEDIMENT ESCAPES CONSTRUCTION AREA, OFF SITE ACCUMULATIONS

THAT HAVE NOT REACHED A STREAM MUST BE REMOVED AT A

FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. CONTRACTORS

SHALL NOT INITIATE REMEDIATION/RESTORATION OF A STREAM WITHOUT

CONSULTING TDEC FIRST. ARRANGEMENTS CONCERNING REMOVAL OF

SEDIMENT ON ADJOINING PROPERTY MUST BE SETTLED WITH THE

ADJOINING PROPERTY OWNER.

16. A RAIN GAUGE SHALL BE MAINTAINED ON SITE OR A REFERENCE SITE IS

TO BE USED FOR RECORDING DAILY RAINFALL AMOUNTS. THIS DATA MUST

BE RECORDED AND KEPT ON SITE.

17. THE FOLLOWING RECORDS MUST BE KEPT AT OR NEAR THE WORK AREA:

A. THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR.

B. THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY

OR PERMANENTLY CEASE ON A PORTION OF THE SITE.

C. THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.

D. TWICE WEEKLY AND OTHER INSPECTION RECORDS.

E. RAINFALL RECORDS.

18. A COPY OF THE SWPPP SHALL BE KEPT ON SITE IN A LOCATION

COORDINATED BETWEEN THE CONTRACTOR AND THE OWNER AND

VERIFIED PRIOR TO CONSTRUCTION.

SF TEMPORARY SILT FENCESFSF

C2.4

LEGEND

IP INLET PROTECTION

J11 C2.4

CE CONSTRUCTION ENTRANCE / EXIT

C2.4

CONSTRUCTION ENTRANCE / EXIT TO BE

MAINTAINED UNTIL SITE IS STABILIZED

AND PAVING OPERATIONS COMMENCE

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

8"TRANSITE

AutoCAD SHX Text

6"DIP

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text SAMH AG035 T.C. 969.72 Inv.(NE) 962.76 Inv.(NE Aband.) 965.33 Inv.(SE) 962.88 Inv.(SW) 962.76

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text SAMH AG034 T.C. 966.49 Inv.(NE) 957.25 Inv.(NE Aband.) 961.09 Inv.(SW) 957.23

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text SAMH AG082 T.C. 978.66 Inv.(NW) 967.08 Inv.(W) 967.04 Inv.(SW) 966.88

AutoCAD SHX Text

10"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

UNDERGROUND CHAMBER LOCATION

AutoCAD SHX Text

TAKEN FROM DESIGN DRAWING

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text Curb Inlet T.C. 965.38 Inv. 961.43

AutoCAD SHX Text

18"HDPE

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 967.06 Inv.(NE) 964.81 Inv.(SE) 964.94

AutoCAD SHX Text CB2x2 T.C. 967.62 Inv. 965.52

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text CB2x2 T.C. 968.55 Inv.(NE) 966.51

AutoCAD SHX Text

BLIND JUNCTION

AutoCAD SHX Text CB2x2 T.C. 968.65 Inv.(NE) 967.16

AutoCAD SHX Text

12"HDPE

AutoCAD SHX Text

15"HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB2X3 T.C. 967.78 Inv. 965.86

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2x2 T.C. 968.30 Inv. 966.34

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.55 Inv. In 965.38 Inv. Out 965.07

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB3x3 T.C. 968.89 Inv. In 964.82 Inv. Out 964.82

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text CB2x2 T.C. 964.06 Inv. In 961.47 Inv. Out 960.46

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x3 T.C. 963.54 Inv. 957.29(NW) Inv. 954.18(NE) Inv. 954.16(SW) Inv. 958.24(SE)

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text CB2X2 T.C. 962.60 Inv. In 958.40 Inv. Out 958.38

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.41 Inv. In 959.96 Inv. Out 959.96

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text CB2x2 T.C. 963.52 Inv. In 960.89 Inv. Out 960.89

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

30"RCP

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM. VAULT

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

COMM.

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

SAMH AG083 (#2) T.C.=979.92 I.E.(N)=973.71 I.E.(SW)=972.77 I.E.(SE)=972.72

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Pull Up Bars

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text

AutoCAD SHX Text Sign

AutoCAD SHX Text

SAMH ABANDONED

AutoCAD SHX Text CB2x2 T.C. 965.68 Inv.(N) 959.44 Inv.(SW) 963.43 Inv.(SE) 958.96 Inv.(NE) 959.47 Inv.(NW) 959.44

AutoCAD SHX Text Existing Track

AutoCAD SHX Text Track

AutoCAD SHX Text

8"DIP

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text Bleachers

AutoCAD SHX Text

BUILDING 207 F.F.E. 977.00

AutoCAD SHX Text Mon.

AutoCAD SHX Text Existing Volleyball Court

AutoCAD SHX Text Existing Parade Field

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47.242 - REPAIR TEC PHYSICAL FITNESS AREA\02-DRAWINGS\SHEETS\C1-4 EROSION & SEDIMENT CONTROL PLAN - FINAL.DWG PLOTTED ON:April 17, 2024 11:24 AM BY:TIM CHILDRESSPLOTTED ON:April 17, 2024 11:24 AM BY:TIM CHILDRESSApril 17, 2024 11:24 AM BY:TIM CHILDRESS11:24 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

R ep ai r

P h ys ic al F it n es s

A re a

4t h A ir R ef u el in g W in g

PSXE242020

4.4.24

1. SLOPE AND ELEVATION REQUIREMENTS

ALL EXCAVATING, FILLING AND GRADING REQUIREMENTS AND COMPACTING WORK OF THE SUBBASE SHOULD BE PERFORMED SO THAT THE FINISHED SUBGRADE IS 4″-6″ ABOVE THE SURROUNDING GROUND AND SLOPES NOT LESS THAN 0.83% (1:120) AND NOT MORE THAN 0.1 1:100). EACH COURT MUST SLOPE IN A TRUE PLANE, PREFERABLY FROM SIDE TO SIDE (BUT FROM END TO END OR FROM CORNER TO CORNER ALSO ARE ACCEPTABLE), OR IN THE SHORTEST DIRECTION FOR GOOD DRAINAGE AND WATER RUNOFF. THE COURT SHOULD NEVER BE SLOPED FROM THE NET LINE TO THE BASELINE, FROM THE BASELINE TO THE NETLINE, FROM THE SIDES TO THE CENTERLINE OR FROM

THE CENTERLINE TO THE SIDES.

2. MOISTURE/VAPOR BARRIER

A MOISTURE/VAPOR BARRIER, CONSISTING OF POLYETHYLENE (10 MIL. MINIMUM THICKNESS) SHOULD BE INSTALLED PRIOR TO INSTALLATION OF ANY STEEL, CABLES, OR CONCRETE. OVERLAP POLYETHYLENE SHEETS AT LEAST 6″ AND TAPE JOINTS. ONCE IN PLACE NO VEHICULAR TRAFFIC SHOULD BE ALLOWED ON THE MOISTURE/VAPOR BARRIER NOR ANY OTHER OBJECT WHICH COULD PUNCTURE THE BARRIER OR OTHERWISE COMPROMISE THE INTEGRITY OF THE SURFACE. ALL CONCRETE SHALL BE PUMPED, NOT

DRIVEN ONTO THE COURT. EXCESSIVE LOADS AT ANY TIME ARE UNACCEPTABLE.

3. CEMENT

CEMENT (TYPE 1 OR 1A) SHOULD CONFORM TO ONE OF THE

STANDARD SPECIFICATIONS FOR PORTLAND CEMENT, ASTM C 150 OR SPECIFICATIONS FOR BLENDING HYDRAULIC CEMENTS, ASTM C 595, EXCLUDING SLAG CEMENTS TYPES S AND SA. DO NOT USE CURING COMPOUNDS.

4. AIR ENTRAINMENT

AIR ENTRAINMENT BY TOTAL VOLUME OF CONCRETE SHOULD BE:4 TO 6% FOR 1 1/2″ MAXIMUM SIZE COARSE AGGREGATE, 5 TO 7% FOR 3/4″ OR 1″ MAXIMUM SIZE COARSE AGGREGATE, 6 1/2 TO 8 1/2% FOR 3/8″ OR 1/2″ MAXIMUM SIZE COARSE AGGREGATE.

5. AGGREGATE

AGGREGATE SHOULD CONFORM TO STANDARD SPECIFICATIONS FOR CONCRETE AGGREGATES ASTM C 33. FOR CONCRETE WORK THAT IS 5″ THICK, THE NOMINAL SIZE OF THE COARSE AGGREGATE SHOULD NOT EXCEED 1 1/2″ AND FOR CONCRETE WORK THAT IS 4″ THICK, THE NOMINAL SIZE OF THE COARSE AGGREGATE SHOULD NOT BE GREATER THAN 1″. FLY ASH OR OTHER ADDITIVES ARE NOT ACCEPTABLE.

6. POST-TENSIONING

POST-TENSIONING MATERIAL SHOULD CONSIST OF SEVEN WIRE STRESS-RELIEVED STRANDS, CONFORMING TO ASTM A 416, WITH AN ULTIMATE STRENGTH OF 270 KSI. STRANDS SHOULD BE COATED WITH A PERMANENT RUST PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING. IF STRAND SHEATHING IS DAMAGED OR REMOVED, IT IS TO BE REPAIRED BY TAPING. A MAXIMUM OF 6″ EXPOSED STRAND IS PERMITTED AT THE ANCHOR. END ANCHORAGE DEVICES WILL CONFORM TO POST-TENSIONING INSTITUTE (PTI) SPECIFICATIONS.

ALL DEAD END ANCHORAGES MUST BE POWER SEATED. ALL STRANDS ARE TO BE SUPPORTED ON CHAIRS AND TIED AT ALL INTERSECTIONS OR SECURELY SUPPORTED IN BEAMS TO PREVENT VERTICAL AND HORIZONTAL MOVEMENT DURING CONCRETE PLACEMENT. CABLES SHOULD BE LAID OUT IN GRIDS NO GREATER THAN 4′ ON CENTER. CONCRETE MUST BE WELL CONSOLIDATED, ESPECIALLY IN THE VICINITY OF STRAND ANCHORAGES. STRANDS SHOULD BE ANCHORED AT 28.9 KIPS, BUT MAY BE INITIALLY STRESSED AT 33 KIPS. A 9” DIAMETER CENTERED ON THE STRAND AXIS BY A 36″ LENGTH SHOULD BE ALLOWED FOR STRESSING EQUIPMENT CLEARANCE. THE STRESSING PROCESS GENERATES TREMENDOUS PRESSURES AND EXTREME CARE SHOULD BE TAKEN TO PREVENT INJURY FROM OPERATOR ERROR OR FAILURE OF EQUIPMENT OR MATERIALS. SLABS SHOULD BE DESIGNED USING ACCEPTABLE ENGINEERING PRACTICES IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST-TENSIONING INSTITUTE'S TENTATIVE SPECIFICATIONS FOR POST-TENSIONING MATERIALS. THE SOIL CONDITION AND PLASTICITY INDEX OF THE COURT SITE SHOULD BE CONSIDERED IN DETERMINING STRAND SPACINGS AND BEAM REQUIREMENTS.

7. FORMS

FORMS SHOULD BE SET ACCURATELY TO THE LINES AND GRADES INDICATED ON DRAWINGS AND SECURED TO PREVENT SETTLEMENT OR MOVEMENT DURING PLACING OF CONCRETE. FORMS SHOULD REMAIN IN PLACE UNTIL CONCRETE HAS TAKEN ITS FINAL SET.

8. CONCRETE PROPORTIONING AND MIXING

THE CONCRETE SHOULD HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI AT 28TH DAY AFTER CASTING. READY-MIXED CONCRETE SHOULD BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C 94, SPECIFICATION FOR READY-MIXED CONCRETE WITH A 4″

MAXIMUM SLUMP.

9. PLACING AND FINISHING

CONCRETE SHALL BE PLACED BY PUMPING METHOD. AT LEAST A FULL COURT SHOULD BE

PLACED IN ONE CONTINUOUS OPERATION WITHOUT INTERVENING JOINTS OF ANY KIND. CONCRETE SHOULD BE SPREAD, CONSOLIDATE D, SCREEDED, BULL-FLOATED AND FINISHED IN ACCORDANCE WITH SECTION 7.2 OF ACI (AMERICAN CONCRETE INSTITUTE) STANDARD 302, RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. WHEN CONCRETE IS SUFFICIENTLY SET TO WITHSTAND FOOT PRESSURE WITH ONLY ABOUT 1/4″ INDENTATION AND THE WATER SHEEN HAS LEFT THE SURFACE, THE SLAB SHOULD BE UNIFORMLY FINISHED BY POWER FLOATING AND TROWELING. THE FINAL FINISH TEXTURE SHOULD BE A MEDIUM BROOM FINISH UNLESS OTHERWISE SPECIFIED BY THE SURFACE MANUFACTURER. NO CURING COMPOUNDS SHOULD BE USED AT ANY TIME.

10. SURFACE TOLERANCES

THE FINISHED SURFACE OF THE COURT SHALL NOT VARY MORE THAN 1/8″ IN 10′ WHEN MEASURED IN ANY DIRECTION.

11. CURING

IMMEDIATELY AFTER FINISHING, THE CONCRETE SHOULD BE KEPT CONTINUOUSLY MOIST FOR 7 DAYS BY COVERING WITH POLYETHYLENE

FILM OR WATERPROOF CURING PAPER, OR BY SPRINKLING OR PONDING OR OTHER ACCEPTABLE COVERINGS. NO CURING COMPOUNDS SHOULD BE USED AT ANY TIME. CURING TIME SHOULD BE IN ACCORDANCE WITH SURFACING SYSTEM MANUFACTURER'S RECOMMENDATIONS. TIMING IS CRITICAL ON ALL OF THE ABOVE DUE TO THE POSSIBILITY OF DISTURBING THE FINISHED SURFACE.

POST-TENSIONED CONCRETE NOTES:

A1 TYPICAL NET LACING DIAGRAM

NOT TO SCALE

A4 TENNIS NET POST FOOTING

NOT TO SCALE

F1 TYPICAL SINGLE COURT LAYOUT PLAN

NOT TO SCALE

F4 TYPICAL SECTIONS POST-TENSIONED CONCRETE COURT PAVEMENT

NOT TO SCALE

J1 TENNIS NET CENTER STRAP ANCHOR

NOT TO SCALE

K11 TYPICAL TENNIS NET ELEVATIONS

NOT TO SCALE

COURT PAVEMENT

CENTER STRAP ANCHOR

CONCRETE FOOTING

COMPACTED CRUSHED

STONE BASE COURSE

COMPACTED SUBGRADE

SECTION

PLAN

12" Ø

15"-24"

15" Ø

12" Ø15" Ø

CONCRETE FOOTING

(BELOW POST TENSIONED CONCRETE)

CENTER STRAP ANCHOR

ALIGN PIN WITH TENNIS NET

NET LINE

TYPICAL ELEVATION OF A PROPERLY LACED NET

NET LACING DIAGRAM

NOTE:

THE NET SHOULD BE INSTALLED

WITH A RECOMMENDED TENSION

OF 500 TO 550 LBS.

CENTER STRAP ANCHOR

CENTER STRAPNET POST TYP.

42' CENTER TO CENTER OF NET POSTS

21' 21'

3'-0"3'-6"

3'-0" 36' COURT WIDTH 3'-0"

120'

60'

MINIMUM COURT SIZE

TENNIS NET

NET POST LOCATIONS:

33'-0" ℄ TO ℄ SINGLES COURT

SECTION PLAN

NET POST

(LACING ROD OPTIONAL)

COURT

PAVEMENT

NET POST SET

IN SLEEVE

CONCRETE

FOOTING BASE

POUR TO STABLE

UNDISTURBED SOIL

NET

TIGHTENER

18" Ø

2'-6" SQ.

3'-6"

3'-0"

( OR TO

FROST DEPTH)

CONCRETE

FOOTING TOP

NET POST SET

IN SLEEVE

CONCRETE

FOOTING BASE

18" Ø2'-6" SQ.

SECTION THICKENED COURT EDGE

SECTION KEY JOINT AT NET LINE

POST TENSIONED CONCRETE SLAB

COMPACTED STRUCTURAL FILL

1/2" Ø CABLE

KEYED CONSTRUCTION JOINT ALIGNED WITH

TENNIS NET LINE. COORDINATE CAULK

MATERIAL WITH SURFACE MANUFACTURER.

10' MIN.

FLUSH CONCRETE MORTAR PATCH ALL

CABLE ANCHORS AFTER FINAL TIGHTENING

#4 BAR CONTINUOUS, TIED IN AT ANCHOR

CABLE (SPACING VARIES BASED ON SLAB SIZE)

FENCE POST

POST-TENSIONED

CONCRETE SLAB

COMPACTED

STRUCTURAL FILL

1/2" Ø CABLE

(2) #4 BARS CONTINUOUS

HORIZONTAL (2" MIN CLEAR)

THICKENED CONCRETE EDGE

AT FENCE POST (TYP.)

12" Ø

C2.1

D et ai ls

LEN

JTG

1'-6"

A4 C2.1

J1 C2.1

WATER STOP

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

Aut…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 25, 2024.