134th Repair TEC Running Track_Drawings_04.04.24.pdf

PDF 6 MB Posted Aug 24, 2024

Attached to: PSXE 242029 Repair TEC Recreational Areas
Solicitation number: W50S98-24-B-0008
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Aug 24, 2024

This document contains the drawings, specifications, and statement of work for solicitation W50S98-24-B-0008 to repair the TEC Recreational Areas for the Tennessee National Guard's 134th Air Refueling Wing. The solicitation is for concrete and related work to repair the running track, install new exercise stations, and make drainage and other site improvements. Key details include:

The work includes repairing the TEC running track, installing new exercise stations, and making drainage and other site improvements. The project site is located at the 134th Air Refueling Wing in Tennessee. The solicitation number is W50S98-24-B-0008 and the agency is the Department of the Army Tennessee Army National Guard. Instructions for submitting requests for base access and attending the site visit on August 30, 2024 at 2 PM are provided. The drawings, specifications, and statement of work detail the specific requirements for this project.

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OF_1419.pdf	PDF	Sep 27, 2024
OF_1419.pdf	PDF	Sep 26, 2024
24B0008 Bid Sign In Sheet.pdf	PDF	Sep 26, 2024
C1-1_Site Layout Plan_Rev1.pdf	PDF	Sep 25, 2024
PSXE242029 Repair TEC Recreational Areas Questions_Response 09.25.24.docx	DOCX document	Sep 25, 2024
W50S9824B00080001.pdf	PDF	Sep 25, 2024
W50S9824B0008.pdf	PDF	Sep 25, 2024
PSXE242029 Repair TEC Recreational Areas Questions_Response_09.04.24.docx	DOCX document	Sep 8, 2024
Site Visit Sign In Sheet 24B0008.pdf	PDF	Sep 2, 2024
Site-Visit Minutes 24B0008.pdf	PDF	Sep 2, 2024
Pre-Bid Slides 24B0008.pptx	PPTX presentation	Sep 2, 2024
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134th Repair TEC Running Track_Specifications_04.04.24.pdf	PDF	Aug 24, 2024

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REPAIR TEC RUNNING TRACK

PSXE242023

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

APRIL 2024

N.T.S.

LOCATION MAP

PROJECT

SITE

DRAWING LIST

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

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

E1.1 SITE LAYOUT PLAN - LIGHTING

E2.1 ELECTRICAL SCHEDULES & SPECIFICATIONS

CIVIL ELECTRICAL

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PELLISIPPI PKY

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TOPSIDE RD

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MARYVILLE PIKE

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LOUISVILLE

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MENTOR

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AIR BASE RD

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CALLAHAN RD

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LOUISVILLE RD

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W HUNT RD

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W HUNT RD

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ALCOA HWY

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CUSICK RD

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E HUNT RD

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E BROADWAY AVE

AutoCAD SHX Text McARTHUR RD

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MARYVILLE

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METROPOLITAN

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KNOXVILLE

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AIRPORT AUTHORITY

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FORT

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LOUDON

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LAKE

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LIBERTY ST.

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TENNESSEE AIR NATIONAL GUARD

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BRISCOE DR.

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FRONT GATE ENTRANCE TO TANG BASE

4"W

R ep ai r

R u n n in g

Tr ac k

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

PSXE242023

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

RIGID CONCRETE

C2.1

SIDEWALK

C2.1

EXERCISE STATIONS AREA

SEE DETAIL

Point Northing Easting Description

COORDINATE TABLE

WATERLINEW

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.

DEMOLISH

EXISTING

SIGN

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

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

TAKE SPECIAL CARE TO KEEP FROM

DISTURBING THE EXISTING CONCRETE CURBS

PT TEST RUN/SIT-UP AREA

SEE DETAIL

NOVATRACK SURFACE - 3 COATS REQUIRED

TRACK RESURFACING - COLOR BLUE

(CONTRACTOR TO SUPPLY COLOR SAMPLE)

60-70 SF-GAL PER COAT SQUEEGEED

80-90 SF/GAL SPRAYED

LANE STRIPING SHALL BE

NOVATEX LINES AND SHALL

MATCH EXISTING F11

C2.2

545,618.42 2,561,268.29 PT TEST RUN LIMITS

WATERLINE

CONNECTION

DEMOLISH

FLAG POLE

545,592.09 2,561,246.78 PT TEST RUN LIMITS

545,531.59 2,561,320.83 PT TEST RUN LIMITS

TIMING PEDESTAL

SEE DETAIL

A1 C2.2

NEW COMM PULLBOX

SEE DETAIL

EXISTING COMM CONDUITS

TO "CTS" IN GYM BUILDING.

A10 C2.1

A11 C2.2

DEMOLISH

PULL-UP BARS

CAREFULLY PROTECT PARADE FIELD.

PROVIDE SIGNS INDICATING CONSTRUCTION ZONE

WITH NO USE ALLOWED UNLESS COORDINATED

WITH BASE CONTRACTING OFFICER.

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SAMH ABANDONED

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8"DIP

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6"PVC

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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

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8"PVC

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8"DIP

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

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8"PVC

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8"PVC

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6"PVC

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6"PVC

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8"PVC

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8"PVC

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

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10"PVC

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8"PVC

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8"PVC

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UNDERGROUND CHAMBER LOCATION

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TAKEN FROM DESIGN DRAWING

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24"CMP

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

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18"HDPE

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30"RCP

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30"RCP

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12"HDPE

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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

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15"HDPE

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15"HDPE

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15" HDPE

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15" HDPE

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15" HDPE

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15" HDPE

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

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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)

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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

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12" RCP

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24"CMP

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30"RCP

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COMM.

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COMM.

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COMM.

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COMM.

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COMM.

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COMM. VAULT

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COMM.

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COMM.

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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

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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

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8"DIP

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ELECT.

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ELECT.

AutoCAD SHX Text Bleachers

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BUILDING 207 F.F.E. 977.00

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AutoCAD SHX Text Existing Volleyball Court

AutoCAD SHX Text Existing Parade Field

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REVISIONS:

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DATE:

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PROJ. NO:

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DRAWN:

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CHECKED:

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SHEET NO.

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

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ph. 865 980 3500 fax. 865 980 3555

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COR

AutoCAD SHX Text H:\USPFO\47.281 - REPAIR TEC RUNNING TRACK\02-DRAWINGS\SHEETS\C1-1 SITE LAYOUT PLAN.DWG PLOTTED PLOTTED ON:April 17, 2024 11:33 AM BY:TIM CHILDRESSApril 17, 2024 11:33 AM BY:TIM CHILDRESS11:33 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

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4"W

R ep ai r

R u n n in g

Tr ac k

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

PSXE242023

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

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.

DRAINAGE CHANNEL

C2.1

969.4

969.4969.4969.4

970.8 969.5

REPLACE GRATE AND

FRAME WITH SOLID LID.

ADJUST TOP OF CASTING

T.C. 968.4

4" HDPE (PERF.)

CONNECT NEW 4" HDPE

TO 18" STORM WITH

INSERT-A-TEE

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6"PVC

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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

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8"PVC

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8"DIP

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

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8"PVC

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8"PVC

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8"PVC

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

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8"PVC

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UNDERGROUND CHAMBER LOCATION

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TAKEN FROM DESIGN DRAWING

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24"CMP

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

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18"HDPE

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30"RCP

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30"RCP

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12"HDPE

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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

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12"HDPE

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

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BLIND JUNCTION

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

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12"HDPE

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15"HDPE

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15" HDPE

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15" HDPE

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15" HDPE

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15" HDPE

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15" HDPE

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

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36"RCP

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

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15" HDPE

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

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18" HDPE

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

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18" HDPE

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

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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)

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36"RCP

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

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15" RCP

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12" RCP

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

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12" RCP

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

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12" RCP

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24"CMP

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30"RCP

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

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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

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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

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8"DIP

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ELECT.

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BUILDING 207 F.F.E. 977.00

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REVISIONS:

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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\47.281 - REPAIR TEC RUNNING TRACK\02-DRAWINGS\SHEETS\C1-2 SITE GRADING & DRAINAGE PLAN.DWGPLOTTED ON:April 17, 2024 11:34 AM BY:TIM CHILDRESSApril 17, 2024 11:34 AM BY:TIM CHILDRESS11:34 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

R u n n in g

Tr ac k

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

PSXE242023

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

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 COR AND VERIFIED

PRIOR TO CONSTRUCTION.

SF TEMPORARY SILT FENCESFSF

C2.2

LEGEND

IP INLET PROTECTION

J10 C2.1

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\47.281 - REPAIR TEC RUNNING TRACK\02-DRAWINGS\SHEETS\C1-3 EROSION & SEDIMENT CONTROL PLAN - INITIAL.DWG PLOTTED ON:April 17, 2024 11:35 AM BY:TIM CHILDRESSPLOTTED ON:April 17, 2024 11:35 AM BY:TIM CHILDRESSApril 17, 2024 11:35 AM BY:TIM CHILDRESS11:35 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

4"W

R ep ai r

R u n n in g

Tr ac k

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

PSXE242023

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 COR AND VERIFIED

PRIOR TO CONSTRUCTION.

SF TEMPORARY SILT FENCESFSF

LEGEND

IP INLET PROTECTION

SOD

J6 C2.2

J10 C2.1

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.

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COMM.

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ELECT.

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

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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

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8"DIP

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ELECT.

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BUILDING 207 F.F.E. 977.00

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

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ph. 865 980 3500 fax. 865 980 3555

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COR

AutoCAD SHX Text H:\USPFO\47.281 - REPAIR TEC RUNNING TRACK\02-DRAWINGS\SHEETS\C1-4 EROSION & SEDIMENT CONTROL PLAN - FINAL.DWG PLOTTED ON:April 17, 2024 11:35 AM BY:TIM CHILDRESSPLOTTED ON:April 17, 2024 11:35 AM BY:TIM CHILDRESSApril 17, 2024 11:35 AM BY:TIM CHILDRESS11:35 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

R ep ai r

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

PSXE242023

4.4.24

C2.1

D et ai ls

TCC

JTG

40'

18.5'

X XXXXXX X XXXXXX

MEDIUM BROOM FINISH

1. ALL SITE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH MAXIMUM SLUMP OF 3 INCHES AND 6% (+/-

1%) AIR ENTRAINMENT; ASTM C94.

2. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN ACCEPTABLE TO THE COR. USE OF ADMIXTURES SHALL NOT

RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT USE CALCIUM CHLORIDE.

3. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO THE COR.

4. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F OR SURFACE IS WET OR FROZEN.

5. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.

6. MINERAL AGGREGATE BASE: ASTM C33.

7. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIAL.

8. AIR ENTRAINMENT: ASTM C260 OR AASHTO M-154. AIR ENTRAINING ADMIXTURES SHALL BE ADDED TO THE MIXER IN THE AMOUNT

NECESSARY TO PRODUCE THE SPECIFIED AIR CONTENT.

9. CONCRETE SIDEWALK SHALL HAVE TNEMEC 668 DECK A PELL 40 SEALER APPLIED AS A FLOOD COAT AT 150 SQUARE FEET PER

GALLON. SEALER SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.

10. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE REPLACED AT NO EXPENSE TO THE

GOVERNMENT.

CONCRETE SPECIFICATIONS

2" EXPANSION JOINT

EXOFIT DOUBLE

PULL-UP STATION

SURFACE MOUNT PER

MANUFACTURER

RECOMMENDATIONS

8" EPOXY ANCHORS

EXOFIT PUSH UP/DIP

STATION

TOOLED CONTRACTION

JOINT

SURFACE MOUNT PER

MANUFACTURER

RECOMMENDATIONS

8" EPOXY ANCHORS

A6 EXERCISE STATIONS PAD SECTION

NOT TO SCALE

PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

NOTE

SEE TDOT SPECIFICATION SECTION REFERENCED IN PAVEMENT SCHEDULE

FOR MATERIAL AND INSTALLATION REQUIREMENTS.

A10 EXERCISE STATIONS AREA

NOT TO SCALE

PLAN

SECTION

F1 RIBBON CURB

NOT TO SCALE

NOTES

1. THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES

OF CURVATURE SHALL CONFORM TO THE CONTOUR OF THE

CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

2. CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3 4" PREMOLDED

FIBER IN ACCORDANCE WITH TDOT SPECIFICATION SECTION 905.

3. EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

a. AT TANGENT POINTS OF CIRCULAR CURBS

b. BETWEEN CURBS AND ABUTTING RIGID OBJECTS

c. AT OTHER PLACES WHERE STRESSES MAY DEVELOP

d. SO AS TO LINE UP WITH PAVEMENT JOINTS WHERE

ADJACENT PAVEMENT IS CONCRETE

e. MAXIMUM SPACING IS TO BE 100 FEET

4. CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE

SPACING MAY BE REDUCED FOR CLOSURES BUT NOT LESS THAN

6 FEET.

5. EDGES OF JOINTS SHALL BE FINISHED ON 14" RADII.

F6 CONCRETE SIDEWALK

NOT TO SCALE

6" MIN.

4"R

PLAN

SECTION AT PAVEMENT INTERFACE

6" MIN.

TYPICAL SECTION IN GRASS

1.5% MAX.

SEE

PAVING

SECTION

12" MIN.

COMPACTED

SUBGRADE

4" MINERAL

AGGREGATE BASE

4" CONCRETE

SIDEWALK

6"x6" W2.9 x W2.9 WWF

5'-0"

(TYP.)

25'-0" (MAX.) EXPANSION JTS.

BROOM FINISH

CONTRACTION JOINT

2" EXP. JT.

1. CONCRETE TO BE A MIN. 3000 psi.

2. REINFORCING STEEL SHALL BE 60 ksi

DEFORMED BILLET STEEL BARS.

3. COVER THE CONCRETE CURB

SURFACES WITH BURLAP AND KEEP

SATURATED DURING THE CURING

PERIOD. OVERLAP BURLAP MIN. 8

INCHES AT ALL JOINTS.

4. DO NOT USE ANY TYPE OF COVERING

WHICH WILL DISCOLOR THE CONCRETE

SURFACE.

CONCRETE NOTES

12"

#4 REBAR (TYP.)

5" CONCRETE2

4" MINERAL

AGGREGATE BASE1

X XX

6"x6" W2.9 x W2.9 WWF

24" MIN. SUBGRADE

COMPACTED TO 95%

STANDARD PROCTOR

A1 KNEE WALL

SCALE: 1"=1'

12"

1" CHAMFER

AT CORNERS

24"(3) #4 CONT. ON

#4 TRANS @ 24" O.C.

4" PERFORATED

UNDERDRAIN

3" CLR.

STONE

BACKFILL

RESIDUAL

SOIL

2" CLR.

LINE #57 BACKFILL

WITH PROPEX 601

GEOTEXTILE

0.6

#4 VERT.

@ 12" O.C.

EA. FACE

#4 HORIZ..

@ 16" O.C.

EA. FACE

12"

#4 VERT.

@ 16" O.C.

EA. FACE

FINISHED

GRADE

3'-6"

PROVIDE

CONTRACTION

JOINTS IN WALL

AT 10'-0" O.C.

2'-6"

RIBBON CURB

SEE DETAIL

F1 C2.1

12"

6" MIN. 2:1

2:1

#57 STONE

WRAP #57 STONE

W/ PROPEX GEOTEX 601

D50 = 4"

RIVER

STONE

4" PERFORATED

UNDERDRAIN

RIGID CONCRETE PAVING - 4,000 psi MINIMUM

PORTLAND CEMENT CONCRETE2

INSTALLATION DETAIL

FOAM

EXPANSION

RESTRAINT

J10 INLET PROTECTION (TEMPORARY)

NOT TO SCALE

1" REBAR FOR

BAG REMOVAL

FROM INLET

OVERFLOW

SILTSACK

DUMP LOOPS

NOTE

SILTSACK AS MANUFACTURED BY ACF ENVIRONMENTAL.

TYPE A FOR AREA DRAINS, TYPE B FOR CURB INLETS.

SHALL BE SUPPLIED WITH OPTIONAL OVERFLOW.

BOTTLE FILLERS ARE DESIGNED AROUND

ELKAY MODEL 4481 (BLUE) WITH NO FILTER.

OTHER MANUFACTURERS WILL BE

CONSIDERED - NO FILTERS ARE ALLOWED.

1' MIN.

4' MIN.

M1 DRAINAGE CHANNEL

NOT TO SCALE

2:1

FOR FULL SECTION

SEE DETAIL A6

C2.1

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

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47.281 - REPAIR TEC RUNNING TRACK\02-DRAWINGS\SHEETS\C2 DETAILS.DWG PLOTTED ON:April 17, 2024PLOTTED ON:April 17, 2024April 17, 202411:36 AM BY:TIM CHILDRESSBY:TIM CHILDRESSTIM CHILDRESS

AutoCAD SHX Text Knoxville, Tennessee

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PSXE242023

4.4.24

C2.2

D et ai ls

TCC/CWH

JTG

A1 TIMING PEDESTAL DETAIL

NOT TO SCALE

A11 COMM PULLBOX DETAIL

NOT TO SCALE

A6 TIMING PEDESTAL COMMUNICATIONS - SCHEMATIC

NOT TO SCALE

CAP PEDESTAL WITH MODULAR SIZE BRICK,

USE SOLID BRICKS ON EDGES. COLOR TO MATCH

T.E.C. CAMPUS STANDARD

24"x12" BRICK PEDESTAL, BRICK COLOR TO MATCH T.E.C.

CAMPUS STANDARD COLORS

WEATHERPROOF GFCI OUTLET WITH IN-USE TYPE COVER.

WEATHERPROOF ETHERNET OUTLET WITH IN-USE TYPE COVER.

FRONT ELEVATION

PLAN VIEW

28"x40" REINFORCED CONCRETE FOUNDATION

22"

48"

#4 REBAR 12" O.C. EW

NOTE #1

NOTE #2

NOTES

1. 1" CONDUIT TO ELECTRICAL PULL-BOX, SEE

ELECTRICAL DRAWINGS.

2. 1" CONDUIT TO COMMUNICATIONS PULL-BOX,

SEE DETAIL A6 THIS SHEET.

INSET SOLDIER COURSE 1/2"

CAP OVERHANG 1 18" SIDES AND 2" FRONT AND BACK.

9"x32" BENT REBAR "L" #4 TWO EACH GROUT CORE SOLID

TO ABOVE REBAR.

CAP PEDESTAL WITH MODULAR SIZE BRICK,

USE SOLID BRICKS ON EDGES. COLOR TO MATCH

T.E.C. CAMPUS STANDARD

FINISHED GRADE

"CTS"

CONDUIT

WITH STAINLESS BOLTS.

SECURE BOX TO PAD

4" CONCRETE PAD,

FINISHED GRADE

"LOGO" = "COMMUNICATIONS"

MINIMUM DEPTH

24" BELOW

FINISHED GRADE

CONDUIT

12"x12" OPENING IN PAD FOR

#57 STONE FRENCH DRAIN 24" DEEP.

PROVIDE 4-EA "J" HOOKS IN EACH PULLBOX. (TOP SECTION ONLY)

MOUNT BELOW TOP LIP AND CENTERED END TO END.

(RECTANGLE BOXES) COOPER B-LINE CAT NO BCH64X OR EQUAL.

DRILL SIDEWALL AND ATTACH WITH S.S. THRU-BOLT, FENDER

WASHER, AND LOCKNUT. SEAL PENETRATION WITH CLEAR

SILICONE CAULK.

NOTE:

BOX SIZES SHALL BE 12"x24"

POLYMERIZED CONCRETE TYPE "PG"

STACKABLE TIER 15. OR AS INDICATED ON

SITE PLAN

* (WHEREVER PRACTICAL CONNECT

TO STORM DRAINAGE SYSTEM WITH

3" PVC IN LIEU OF FRENCH DRAIN. )

TWO (2) EACH OPTICAL ISOLATORS

10/100/1000-MBPS TX, 4-KV

MOUNT TO CTS BACKBOARD WHERE

DIRECTED BY BASE COMM.

TWO CAT 6 PATCH CABLES TO NETWORK

SWITCH AS DIRECTED BY BASE COMM.

GYMNASIUM BUILDING

EXISTING COMM MANHOLE

20' SERVICE LOOP

IN CMX CABLES.

NEW COMM PULLBOX, SEE

DETAIL A11 THIS SHEET.

SEE C1.1 SITE LAYOUT PLAN

FOR LOCATION.

NEW TIMING PEDESTAL,

SEE DETAIL THIS SHEET.

COMM OUTLET W/, 2 EA

8P8C CAT 6 JACKS TO

MATCH BASE STANDARD.

GFCI DUPLEX OUTLET,

SEE ELECTRICAL.

ROUTE NEW CMX CABLES

INTO BUILDING VIA EXISTING

COMMUNICATIONS CONDUIT.

NEW 2" PVC CONDUIT WITH 2EA

CAT 6 TYPE CMX OUTDOOR CABLES.

NEW 1" PVC CONDUIT WITH 2EA

CAT 6 TYPE CMX OUTDOOR CABLES.

NOTE:

ROUTE CAT 6 CABLES SO AS

NOT TO EXCEED 100M (328 LF)

TOTAL LENGTH FROM

NETWORK SWITCH.

J6 SILT FENCE (TEMPORARY)

NOT TO SCALE

DESIRABLE DETAIL

OF TRENCH AND

FILTER CLOTH

BACKFILL TRENCH

FILTER CLOTH FABRIC

FILL

SLOPE

BOTTOM OF

TRENCH

FILTER CLOTH

FABRIC

2' (MIN.)

APPROX. 8' POST SPACING 2"±

2' TO 3'

SECTION

ELEVATION

VARIABLE

10'± TYP.

EXISTING GROUND

2' TO 3'

6" MIN.

WOOD POST

6" MIN.

EXIST.

GROUND

NOTE

A PRE-ASSEMBLED SILT FENCE MEETING THE

REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE

IN LIEU OF A FIELD CONSTRUCTED SILT FENCE.

34'

15' (20m) 65.62'

15'

3' 3'

KNEE WALL

SEE DETAIL

A1 C2.1

F11 PT TEST RUN / SIT-UP AREA

SCALE AS NOTED

WRAP PIPE THROUGH CONCRETE

WITH GRACE PEEL AND STICK

ROOFING MATERIAL. CUT FLUSH

WITH TOP OF CONCRETE.

SECTION

5" TO BOTTOM OF PIPE

2" GALVANIZED STEEL

SCHEDULE 40 PIPE

SIT-UP BAR

SIT-UP AREA SURFACE SHALL BE VIVIDPLAY

RUBBER PLAYGROUND FLOORING TILES.

INSTALL PER MANUFACTURERS RECOMMENDATIONS.

(COLOR - RED CHERRIES.)

PLAN

1"=10'

LANE STRIPING SHALL BE 2" WIDE

NOVATEX TEXTURED LINES (TYP.)

3.8'

TYP.

10'

TYP. 2' TYP.

RIBBON CURB

SEE DETAIL F1

C2.1

SIT-UP BAR (TYP.5)

SEE SECTION

PT TEST RUN SURFACE SHALL BE

NOVABOND ON CONCRETE

W/ NOVAPLAY II…

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File details come from the government source that posted it. Updated Aug 24, 2024.