C1-1_Site Layout Plan_Rev1.pdf

PDF 832 KB Posted Sep 25, 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 · Sep 25, 2024

This document is a Site Layout Plan for a federal contract opportunity to Repair TEC Recreational Areas at a Tennessee Army National Guard facility. The plan provides details on the existing conditions and proposed renovations, including resurfacing an athletic track, demolishing pull-up bars, adjusting utilities, and installing new communications infrastructure. Key details include the solicitation number (W50S98-24-B-0008), the federal agency (Tennessee Army National Guard), and instructions for a required site visit on August 30, 2024. The plan also includes a coordinate table, notes on utility coordination, and requirements for restoring disturbed areas with topsoil and sod. Overall, this document outlines the technical specifications and scope of work for the contract opportunity.

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Other files

File	Type	Posted
OF_1419.pdf	PDF	Sep 27, 2024
OF_1419.pdf	PDF	Sep 26, 2024
24B0008 Bid Sign In Sheet.pdf	PDF	Sep 26, 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
Repair B207 Roof Drawings_Submittal_03.26.24.pdf	PDF	Aug 24, 2024
W50S9824B0008.pdf	PDF	Aug 24, 2024
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134th Repair TEC Running Track_Specifications_04.04.24.pdf	PDF	Aug 24, 2024

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4"W

4"WC

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.

COMMUNICATIONS LINEC

C la rif y N ew C om m

L in e

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8"DIP

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6"DIP

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8"TRANSITE

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6"DIP

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SAMH ABANDONED

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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

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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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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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

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)

AutoCAD SHX Text

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

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Pull Up Bars

AutoCAD SHX Text Flag Pole

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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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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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DATE:

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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:September 25, 2024 11:08 AM BY:TATE GERENSeptember 25, 2024 11:08 AM BY:TATE GEREN11:08 AM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Knoxville, Tennessee

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HDPE

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DIP

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Sheets and Views

C1.1

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