1- 118th Construct NCC B818_Drawings_B3.pdf

PDF 24 MB Posted Jun 20, 2025

Attached to: Construct Network Control Center Federal contract opportunity
Solicitation number: W50S97-25-B-A002
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Jun 20, 2025

The file contains detailed architectural and engineering drawings for the construction of a new Network Control Center (NCC) Building 818 for the 118th Wing of the Tennessee Air National Guard at Berry Field Air National Guard Base in Nashville. The comprehensive set of drawings, dated 12 April 2024, includes civil, architectural, structural, mechanical, electrical, and information technology design specifications for an approximately 1,500 square foot facility.

Key technical details include a raised floor information technology infrastructure with specialized cable trays, equipment racks, and grounding systems, a computer room air conditioning (CRAC) system using Vertiv Liebert units, an Automated Logic energy management system, and specific requirements for electrical, plumbing, and fire protection systems. The project is a 100% small business set-aside with an estimated contract value between $1-5 million, a 365-calendar day construction timeline, and a tentative bid opening date around 1 August 2025. The facility will incorporate specialized technical infrastructure to support network control operations, with specific design considerations for cable management, environmental controls, and secure/non-secure communication zones.

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Other files for this federal contract opportunity

Other files attached to Construct Network Control Center, newest first.
File	Type	Posted
Abstract of Bids W50S9725BA002.pdf	PDF	Aug 12, 2025
Bid Attendance Roster.pdf	PDF	Aug 12, 2025
BNCC Q-43.pdf	PDF	Aug 5, 2025
118th Bldg 818 - A6.1.pdf	PDF	Aug 5, 2025
25BA002 BNCC QA 43-45.pdf	PDF	Aug 5, 2025
25BA002 BNCC QA 35-42.pdf	PDF	Aug 2, 2025
25BA002 BNCC QA 22-34.pdf	PDF	Jul 29, 2025
A5-NCC drawings Addendum 1.pdf	PDF	Jul 22, 2025
A5.1-NCC Haul Route Addendum 1.pdf	PDF	Jul 22, 2025
A5.3-Led Interior Lighting.pdf	PDF	Jul 22, 2025
25BA002 BNCC QA 1-21.pdf	PDF	Jul 22, 2025
Solicitation Amendment W50S9725BA0020001 SF 30.pdf	PDF	Jul 22, 2025
A5.2-200kW Diesel Generator Spec.pdf	PDF	Jul 22, 2025
25BA002 Attendance Roster 07162025.pdf	PDF	Jul 17, 2025
25BA002 SITE VISIT SLIDES 20250716.pdf	PDF	Jul 17, 2025
Preproposal minutes W50S9725BA002.pdf	PDF	Jul 17, 2025
3. 118th Construct NCC B818 Specifications 06.11.25 Final Transmission.pdf	PDF	Jun 18, 2025
W50S9725BA002-BKTZ222001 Construct BNCC-B818.pdf	PDF	Jun 18, 2025
2. NCC 100% Comm drawings B3.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-DDC.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-Monaco.pdf	PDF	Jun 18, 2025
4. BKTZ222001 Construct NCC Submittals Matrix.pdf	PDF	Jun 18, 2025
1- 118th Construct NCC B818_Drawings_B3.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-Liebert.pdf	PDF	Jun 18, 2025

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CCCOOONNNSSSTTTRRRUUUCCCTTT NNNCCCCCC,,, BBBUUUIIILLLDDDIIINNNGGG 888111888

BBBKKKTTTZZZ222222222000000111

TTTEEENNNNNNEEESSSSSSEEEEEE AAAIIIRRR NNNAAATTTIIIOOONNNAAALLL GGGUUUAAARRRDDD

12 APRIL 2024

118th WING

PROJECT REVIEW

OTTO.TRAVIS.EARL. Digitally signed by

GROUND SAFETY 1151174813

OTTO.TRAVIS.EARL.1151174813

Date: 2025.04.04 06:50:28 -05'00' DATE 04-Apr-2025

SMITH.NATHANIAL.A Digitally signed by

FIRE DEPARTMENT NDREW.1106106424

SMITH.NATHANIAL.ANDREW.1106106424

Date: 2025.04.04 07:58:06 -05'00' DATE 04-Apr-2025

CLAIBORNE.GREGOR Digitally signed by

CLAIBORNE.GREGORY.ALLEN.1240895982

COMMUNICATIONS Y.ALLEN.1240895982 Date: 2025.04.03 13:49:06 -05'00' DATE 03-Apr-2025 HOEHN.BRETT. Digitally signed by

ENVIRONMENTAL MANAGEMENT R.1294978255

HOEHN.BRETT.R.12949

78255 DATE 03-Apr-2025

USING ORGANIZATION

Y.ALLEN.1240895982

Digitally signed by

CLAIBORNE.GREGORY.ALLEN.12408

95982 Date: 2025.04.03 13:49:31 -05'00' DATE 03-Apr-2025

SMITH.NATHANIAL.ANDR Digitally signed by SMITH.NATHANIAL.ANDREW.1106106424 DATE 04-Apr-2025

PROJECT MANAGER EW.1106106424 Date: 2025.04.04 08:01:14 -05'00'

ANDREA.VICTOR.LAWRENCE. Digitally signed by

SECURITY JR.1249438150

ANDREA.VICTOR.LAWRENCE.JR.1249438150

Date: 2025.04.03 14:27:10 -05'00' DATE 03-Apr-2005

ANDREA.VICTOR.LAWRENCE.JR. Digitally signed by

ATO 1249438150 ANDREA.VICTOR.LAWRENCE.JR.1249438150

Date: 2025.04.03 14:26:48 -05'00' DATE 03-Apr-2005

KING.GLENN.ALLYN.101472 Digitally signed by

WING / CC 3290 KING.GLENN.ALLYN.1014723290

Date: 2025.04.08 07:08:04 -05'00' DATE 08-Apr-2025

CONTRACTING OFFICER

ALLEN.GREGORY.

MARK.1108277048

Digitally signed by

ALLEN.GREGORY.MARK.1108277048

Date: 2025.04.04 09:04:16 -05'00' DATE 04-Apr-2025

BELL.JAMES.MARK.11491 Digitally signed by

CIVIL ARCHITECTURAL ELECTRICAL MECHANICAL STRUCTURAL

CIVIL ENGINEER 08064

BELL.JAMES.MARK.1149108064

Date: 2025.04.04 08:31:31 -05'00' DATE 04-Apr-2025

CLAIBORNE.GREGOR

100% FINAL DESIGN, B-3 SUBMITTAL

32.1956

BLDG

BLDG 757

BLDG 721

BLDG723

BLDG702

BLDG734

BLDG 720

BLDG745

BLDG738

BLDG 708

BLDG715

BLDG 730 & 731

BLDG735 BLDG712

BLDG219

BLDG214

BLDG746

BLDG740BLDG741

BLDG747

BLDG803

BLDG806

BLDG 810

BLDG 811

BLDG 808

BLDG 809

BLDG 812

BLDG 813

BLDG 801

BLDG804BLDG 807

BLDG 802

INDEX

In de x

U S

M A

A S

E S

W A

/D R

A W

S /D

W G

/S H

E E

LEN

CJS

DRAWING LIST

PROJECT CONTACTS

1. 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 REQUEST LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.CONTRACTOR SHALL REQUEST A DIG PERMIT FROM WORK CONTROL (615) 660-8716 PRIOR TO ENGAGING IN ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY THE

NASHVILLE ELECTRIC SERVICE (615) 736-6900.

2. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE CONTRACTING OFFICER. CONSTRUCTION MUST START AT

THE LOWEST POINT OF CONNECTION AND WORK BACK TOWARD THE BUILDING.

3. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED

BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

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

5. CONTRACTOR SHALL GRADE SUBBGRADE TO ACCOUNT FOR ALL FINISH MATERIALS. GRADING REPRESENTS FINISH GRADES UPON

COMPLETION OF ALL FINISH SURFACES.

6. CONTRACTOR SHALL NEATLY SAWCUT PAVEMENT AND PATCH AS NEEDED TO MATCH EXISTING ADJACENT TO CURB LINE SEE A1/C2.1.

7. GRADING MUST ALLOW FOR ALL FINISHED SURFACES INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, RIVERROCK, SLABS ETC.

8. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, ELECTRIC, NATURAL GAS, AND COMMUNICATIONS) AND/OR

MAKE PROVISIONS FOR OUTAGES WITH COR A MINIMUM OF 72 HOURS IN ADVANCE.

9. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO, BRICK, TILE, FIXTURES, UTILITY COMPONENTS, PAVEMENT, CURBING AND OTHER SUCH ITEMS. ANY APPLICABLE MATERIALS SHOULD BE CONSIDERED FOR RECYCLE.

10. CONTRACTOR SHALL RECYCLE DEMOLISHED/WASTE MATERIALS TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL PROVIDE QUANTITIES OF RECYCLED CONTENT AND CONSTRUCTION WASTE DISPOSED OF OFF SITE ON A QUARTERLY BASIS TO THE COR, OR

ENVIRONMENTAL MANAGEMENT OFFICE.

11. CONTRACTOR SHALL PROVIDE A LIST OF HAZMAT FOR REVIEW BY THE ENVIRONMENTAL MGMT OFFICE PRIOR TO APPROVAL FOR USE ON

BASE.

12. CONTRACTOR SHALL PROVIDE A MONTHLY HAZMAT USAGE REPORT TO THE ENVIRONMENTAL MANAGEMENT OFFICE.

13. HAZARDOUS WASTE GENERATED BY THE CONTRACTOR SHALL BE MANAGED AS PART OF THE CONTRACT AND DISPOSED OF ACCORDING

TO LOCAL/STATE/FEDERAL REGULATIONS.

GENERAL NOTES

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE - MAJ. JAMES BELL (615) 660-8694

CIVIL ENGINEERING WORK CONTROL - (615) 660-8716

NASHVILLE ELECTRIC SERVICE - (615) 736-6900

COVER

INDEX DRAWING LIST, NOTES AND LOCATION MAPS

C1.0 EXISTING CONDITIONS

C1.1 DEMOLITION PLAN

C1.2 SITE LAYOUT PLAN

C2.1 SITE DETAILS

C2.2 SITE DETAILS

C2.3 SITE DETAILS

A0.1 GENERAL NOTES

A0.2 ACCESSIBILITY REQUIREMENTS

A1.1 FLOOR PLAN

A1.2 REFLECTED CEILING PLAN

A1.3 SOFFIT PLAN / ROOF PLAN

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTIONS & INTERIOR ELEVATIONS

A4.1 WALL SECTIONS

A4.2 WALL SECTIONS

A6.1 DOOR & GLAZING ELEVATIONS

S0.1 GENERAL NOTES

S0.2 TYPICAL SECTIONS AND DETAILS

S1.1 FOUNDATION PLAN

S2.1 SECTIONS & DETAILS

FP1.1 FLOOR PLAN - FIRE PROTECTION

P1.1 FLOOR PLAN - PLUMBING

M1.1 FLOOR PLAN - HVAC

M2.1 DETAILS - HVAC

E1.0 ELECTRICAL SITE PLAN - DEMOLITION

E1.1 ELECTRICAL SITE PLAN

E2.1 FLOOR PLAN-ELECTRICAL

E2.2 FLOOR PLAN - FIRE ALARM

E3.1 LEGENDS, SCHEDULES & DETAILS

E3.2 SCHEDULES & DETAILS

IT2.1 FLOOR PLANS - INFORMATION TECHNOLOGIES

IT4.1 DETAILS - IT NETWORK COMMUNICATIONS

IT4.2 DETAILS - IT NETWORK COMMUNICATIONS

IT4.3 DETAILS - INFORMATION TECHNOLOGIES

IT5.1 PANEL SCHEDULE - INFORMATION TECHNOLOGIES

US 70

US 41A

US 41

US 70

I-40

I-40I-40

I-40

I-2

I-24

US 41A

I-6

I-65

I55 I55

I55

255 255

SITE

LOCATION MAP

NOT TO SCALE

CONSTRUCTION ACCESS ROUTE

LEGEND

STAGING / POV

PARKING AREA

8t h W

C on st ru ct N

C C

, B u ild in g

BKTZ222001

04.12.24

NOT TO SCALE

AutoCAD SHX Text

(US HWY. 41 & 70S)

AutoCAD SHX Text x

AutoCAD SHX Text X

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AREA

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GRAVELED

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BLDG

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BLDG

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BLDG

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BLDG

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BLDG

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BLDG

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AutoCAD SHX Text A1

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CONSTRUCTION ACCESS AND MATERIAL/EQUIPMENT HAUL ROUTE

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DONELSON PIKE

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COUCHVILLE PIKE

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KNAPP

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MURFREESBORO PIKE

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KNAPP BLVD

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TO INTERSTATE

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NASHVILLE INTERNATIONAL AIRPORT

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HANGAR LANE

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BLVD

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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 G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text H

AutoCAD SHX Text T

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NASHVILLE, TENNESSEE

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NASHVILLE, TENNESSEE

N:648618.80 E:1769227.95 Z:569.95

N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

N:648583.50 E:1769127.10 Z:569.91

8t h W

C on st ru ct N

C C

, B u ild in g

BKTZ222001

04.12.24

CONTROL POINT

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

CORRUGATED METAL PIPE

CLEANOUT

REINFORCED CONCRETE PIPE

SANITARY SEWER LINE

WATER LINE

TREE

SIGN

ELECTRIC PULL BOX

CURB INLET

MANHOLE

GAS METER

CATCH BASINS

HVAC UNIT

VALVE

LANDSCAPE LIGHT

UTILITY-LIGHT POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

ELECTRIC METER

ROUND AREA DRAIN

TELEPHONE LINE

ELECTRIC TRANSFORMER

LIGHT POLE

DOWNSPOUT

CHAIN LINK FENCE

LEGEND

BOLLARD

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON SURVEY

PERFORMED BY C2RL, INC. FEBRUARY 23, 2023. LOCATION OF THE

EXISTING ABOVE GROUND AND UNDERGROUND

2. 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 615-660-8716 . 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.

SCALE: 1" = '

0 30 60 90

30 C1.0

E xi st in g C on di ti on s

RRW

CJS

STORMWATER LINE

SPOT ELEVATION

METAL PANEL FENCE

FIRE HYDRANT

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AutoCAD SHX Text T

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AutoCAD SHX Text 3'Door FFE=574.81

AutoCAD SHX Text 3'Door FFE=570.69

AutoCAD SHX Text 3'Door FFE=570.84

AutoCAD SHX Text (2)3'Door FFE=574.81

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4"RCP

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12"RCP

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8"DIP

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BLIND JUNCTION

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8" DRAIN T.C.=570.33 I.E.=567.55

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8"RCP

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8"RCP

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UNKNOWN

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8"CMP

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4"DIP

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4"DIP

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4"DIP

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4"PVC

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8"DIP

AutoCAD SHX Text 6"W.L.

AutoCAD SHX Text Barricade

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BLIND JUNCTION

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SAMH T.C.=569.94 I.E.(NE)=567.14 I.E.(E)=566.44 I.E.(SE)=566.64 I.E.(NW)=566.34

AutoCAD SHX Text

SAMH T.C.=566.94 I.E.(E)=562.34 I.E.(SE)=562.64 I.E.(SW)=562.24

AutoCAD SHX Text Barricade

AutoCAD SHX Text Satellite Dish

AutoCAD SHX Text 569.80

AutoCAD SHX Text 572.14

AutoCAD SHX Text 573.41

AutoCAD SHX Text 574.72

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STEPS

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STEPS

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STEPS

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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AC UNITS

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AC UNITS

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AC UNITS

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AC UNITS

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CONC. PAD

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ASPHALT

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CB2X2 T.C.=569.32 I.E.=567.57

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BOLLARDS

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ASPHALT

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BUILDING 801

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FFE 574.81

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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 D

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AutoCAD SHX Text A

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AutoCAD SHX Text G

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 G

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NASHVILLE, TENNESSEE

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NASHVILLE, TENNESSEE

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HDPE

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PVC

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CMP

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RCP

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Z:569.95

N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

N:648583.50 E:1769127.10 Z:569.91

8t h W

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BKTZ222001

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C1.1

S it e D em ol it io n P la n

LEN

CJS

SCALE: 1" = '

0 20 40 60

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

CLEANOUT

REINFORCED CONCRETE PIPE

OVERHEAD POWER LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

CURB INLET

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASINS

AIR CONDITIONER UNIT

WATER METER

VALVE

UTILITY POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LIGHT POLE

HANDICAP PARKING

DOWNSPOUT

STORM SEWER LINE

LEGEND

EXISTING

BOLLARD

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON SURVEY

PERFORMED BY C2RL, INC. ON FEBRUARY 23, 2023 AND BASE MAPPING

INFORMATION PROVIDED BY THE 118TH DATED MARCH 2022.

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 REQUEST LOCATION OF ALL

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH ARE TO

REMAIN AND ALL DEMOLITION PERFORMED IN EXCESS OF THAT

REQUIRED, AT NO COST TO THE GOVERNMENT.

4. ALL DEMOLITION SHALL BE COMPLETED IN NEAT AND WORKMAN-LIKE

MANNER. SITE SHALL BE LEFT IN A SAFE AND ORDERLY FASHION UPON

COMPLETION OF DEMOLITION.

5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF BASE IN

ACCORDANCE WITH ALL LOCAL, REGIONAL, AND NATIONAL REGULATIONS.

6. SOME ITEMS FOR DEMOLITION MAY NOT BE ILLUSTRATED BUT REQUIRED

TO ACCOMPLISH CONSTRUCTION. CONTRACTOR SHALL ACCOMPLISH

THAT DEMOLITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL LOCATIONS FOR LIMITS FOR CONCRETE, ASPHALT, AND CURB

REMOVAL SHALL BE NEATLY CUT BEFORE REMOVAL.

8. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION ITEMS.

NOTES:

REMOVE EXISTING TREE AND

STUMP INCLUDING ROOTS

SEE ELECTRICAL DEMOLITION

AND NEW ELECTRICAL WORK

DEMO EXISTING CURB AS NECESSARY

LIMITS OF DEMOLITION

METAL FENCE

REMOVE EXISTING WHEELSTOP

(TYP. OF 14)

REMOVE EXISTING BOLLARDS

AutoCAD SHX Text

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AutoCAD SHX Text 3'Door FFE=574.81

AutoCAD SHX Text 3'Door FFE=570.69

AutoCAD SHX Text 3'Door FFE=570.84

AutoCAD SHX Text (2)3'Door FFE=574.81

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4"RCP

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12"RCP

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8"DIP

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BLIND JUNCTION

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8" DRAIN T.C.=570.33 I.E.=567.55

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8"RCP

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8"RCP

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UNKNOWN

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8"CMP

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4"DIP

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4"DIP

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4"DIP

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4"PVC

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8"DIP

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BLIND JUNCTION

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SAMH T.C.=569.94 I.E.(NE)=567.14 I.E.(E)=566.44 I.E.(SE)=566.64 I.E.(NW)=566.34

AutoCAD SHX Text

SAMH T.C.=566.94 I.E.(E)=562.34 I.E.(SE)=562.64 I.E.(SW)=562.24

AutoCAD SHX Text Barricade

AutoCAD SHX Text Satellite Dish

AutoCAD SHX Text 569.80

AutoCAD SHX Text 572.14

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CB2X2 T.C.=569.32 I.E.=567.57

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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

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HDPE

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Z:569.95

N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

N:648583.50 E:1769127.10 Z:569.91

1'' W

4' 'S

4''SA

3''SA

571.5

569.9 569.9

570.1 570.1

570.6 570.6

570.7

570.2 570.2

570.0

571.5

570.8

570.1

571.4 570.8

570.6

570.7

570.5

570.4

569.2

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BKTZ222001

04.12.24

C1.2

S it e La yo u t an d G ra di n g

Pl an

LEN

CJS

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

CLEANOUT

REINFORCED CONCRETE PIPE

OVERHEAD POWER LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

CURB INLET

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASINS

AIR CONDITIONER UNIT

WATER METER

VALVE

UTILITY POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LIGHT POLE

HANDICAP PARKING

DOWNSPOUT

STORM SEWER LINE

LEGEND

EXISTING

BOLLARD

SCALE: 1" = '

0 20 40 60

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ON FEB. 23, 2023 AND BASE MAPPING INFORMATION PROVIDED BY

THE 118TH DATED MARCH 2022.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 12 OCTOBER

2022 AT FIRE HYDRANT #20. RESULTS ARE NOMINAL ONLY AND ARE AS

FOLLOWS:

FIRE HYDRANT #20:

- STATIC PRESSURE: 80 psig

- RESIDUAL PRESSURE: 80 psig AT 1,060 GPM

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 REQUEST LOCATION OF ALL

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

4. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW

UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES

ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE

CONTRACTING OFFICER. CONSTRUCTION MUST START AT THE LOWEST

POINT OF CONNECTION AND WORK BACK TOWARD THE BUILDING.

5. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO

OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED

BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

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

7. THE BASIS OF DESIGN FOR THE BACKFLOW PREVENTER/RPZ WITH A

STRAINER IS ZURN WILKINS MODEL NO. 975XL2. THE BASIS OF DESIGN

FOR THE HOT BOX FLIP TOP FIBERGLASS HEATED ENCLOSURE IS

HUBBELL HB013027035.

8. CONTRACTOR SHALL GRADE SUBBGRADE TO ACCOUNT FOR ALL FINISH

MATERIALS. GRADING REPRESENTS FINISH GRADES UPON COMPLETION

OF ALL FINISH SURFACES.

9. CONTRACTOR SHALL NEATLY SAWCUT PAVEMENT AND PATCH AS

NEEDED TO MATCH EXISTING ADJACENT TO CURB LINE SEE A1/C2.1.

10. GRADING MUST ALLOW FOR ALL FINISHED SURFACES INCLUDING, BUT

NOT LIMITED TO, SIDEWALKS, RIVERROCK, SLABS ETC.

NOTES:

NEW 4" SDR 26 PVC SANITARY SEWER

NEW 1" PEX WATER LINE

FULL DEPTH ASPHALT REPAIR

NEW SANITARY CLEANOUT

NEW

NEW 4" BUILDING SANITARY

TO TIE INTO NEW 4" SANITARY

NEW EQUIPMENT CONCRETE PAD

NEW 6" & 8" HDPE STORM

DOWNSPOUT

NEW GAS LINE

FLOW HYDRANT #20

TAP EXISTING 6" WATER LINE

FOR NEW 1" SERVICE

BUILDING 801

HEADQUARTERS

NCC BUILDING 818

LIVE FLOOR FFE 571.6

TOP OF SLAB EL 570.0

NEW BACKFLOW PREVENTER

AND ENCLOSURE

NEW 12" VERTICAL CURB

CONCRETE EQUIPMENT PAD #2

26'X7'

A1 C2.3

WASHED RIVER ROCK

H7 C2.2

F1 C2.1

BACKFLOW PREVENTER

AND ENCLOSURE

NEW SOD

A12 C2.2

NEW SIDEWALK CONCRETE A6

C2.1

NEW BOLLARD H6

C2.1

CONCRETE PAD #3 FOR NEW GENSET

22'X10'

A1 C2.3

CONCRETE PAD #1

1.5'X3.5'

A1 C2.3

NEW ELECTRICAL SERVICE

REFER TO SHEET E1.1

FOR COORDINATION

8" HDPE

6" HDPE

6" H

NEATLY SAW CUT EXIST. ASPHALT

AND REMOVE AS NECESSARY TO

ALLOW FOR CONSTRUCTION OF

BOLLARD. PATCH WITH 6" CONCRETE

FLUSH WITH ADJOINING SURFACES

5'R

CURB WIPEDOWN

EXISTING LIGHTPOLE

REFER TO SHEET E1.1 FOR

COORDINATION

EXISTING ELECTRICAL.

REFER TO SHEET E1.1

FOR COORDINATION.

A6 C2.2

L12 C2.2

D9 C2.3

C1 C2.3

15'R

INLET PROTECTION

C2.2IP

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AS NECESSARY

TAP EXISTING SANITARY SEWER

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AND REPLACE AS

NECESSARY SO THAT ADJOINING

SURFACE SLOPE IS 1:20 MAX.

A1 C2.1

. 5

INV. ELEV.

565.6

PAINTED

6" CURB

C2.1

NEW BOLLARD D10

C2.1

MOW STRIP

SEE DETAIL

K1 C2.1

NEW HANDRAIL H10

C2.1

1" VALVE & BOX

NEATLY SAW CUT

EXISTING ASPHALT AND

REMOVE AND REPLACE

AS NECESSARY SO THAT

ADJOINING SURFACE

SLOPE IS 1:20 MAX.

PROJECT

LAYDOWN

AREA

A10 C2.1

NEW RAMP H10

C2.1

TYPE III BARRICADE

ROAD CLOSED R11-2-48HA

TRAFFIC CONTROL NOTES

1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

2. CONTRACTOR TO DEVELOP TRAFFIC CONTROL PLAN AND COORDINATE

CLOSING OF DRIVEWAYS WITH C.O.R.

3. WARNING LIGHTS FOR BARRICADES, ONLY REQUIRED IF ITEMS ARE TO

REMAIN OVERNIGHT.

4. CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS REGARDING

EXCAVATION AND FALL PROTECTION.

5. CONTRACTOR SHALL PROTECT PUBLIC FROM OPEN EXCAVATIONS AT ALL

TIMES WHILE WORK IS ONGOING.

6. TRAFFIC CONTROL SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS

COMPLETE

DETOUR

SEE ENLARGED PLAN

C2.3

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SAMH T.C.=569.94 I.E.(NE)=567.14 I.E.(E)=566.44 I.E.(SE)=566.64 I.E.(NW)=566.34

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SAMH T.C.=566.94 I.E.(E)=562.34 I.E.(SE)=562.64 I.E.(SW)=562.24

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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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LEN

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1" CROWN

FINISHED GRADE

3' -0

-0

6"Ø PIPE BOLLARD

FILLED WITH CONCRETE

7' LONG (TYPICAL)

NOTE:

1. ALL EXTERIOR BOLLARDS SHALL HAVE BOLLARDGARD 52", YELLOW PLASTIC

BOLLARD COVER WITH TWO RED REFLECTIVE STRIPES, BASIS OF DESIGN,

INNOPLAST.

INSTALL BOLLARD COVER

OVER STEEL BOLLARD

SEE NOTE 1

18"

A6 CONCRETE SIDEWALK

NOT TO SCALE

PLAN

AS SHOWN ON PLANS

TYPICAL SECTION IN GRASS

1.5% MAX.

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.

-0

BROOM FINISH CENTER

CONTRACTION JOINT

2" EXP. JT.

H10 RAMP HANDRAILS

NOT TO SCALE

H6 BOLLARD

NOT TO SCALE

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER ROCK

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

2. HARDSCAPE SHALL BE FLUSH WITH SIDEWALK/CURB

ELEVATION.

NOTES:

PROPEX GEOTEX 601

NON-WOVEN FABRIC

OR EQUIVALENT

2" SLOPE FROM FACE OF BLDG

F1 WASHED RIVER ROCK

NOT TO SCALE

WASHED RIVER

ROCKS HARDSCAPE

A1 CONCRETE CURB

NOT TO SCALE

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BKTZ222001

04.12.24

6 12"

4"R

2"R ASPHALT

(SEE DETAIL A1)

12"

BACKFILL TO

TOP OF CURB

12" VERTICAL CURB

3" M

A10 ASPHALT REPAIR PATCH

NOT TO SCALE

NEATLY SAW CUT EXIST. ASPHALT

SUBGRADE

CONCRETE CURB

1'-6" MAX.

2'-0"

EXISTING ASPHALT PAVEMENT

NEW PAVEMENT

SEE DETAIL H7

C2.2

FINISHED

GRADE

2"R

4"R

ASPHALT

SURFACE

(SEE PAVING

SECTION)

BASE STONE

12"

6" CURB

D10 NEW BOLLARD

NOT TO SCALE

K1 MOW STRIP

NOT TO SCALE

1.5% TO 5% MAX.

NEW BUILDING

1/2" EXPANSION JOINT

#4 BAR

3" M

24"

4" MINERAL

AGGREGATE BASE

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

1/2" EXPANSION JOINT

(ALL SIDES)

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

NEW SIDEWALK

SEE DETAIL A6

C2.1

PRECAST CONCRETE BOLLARD, BASIS OF

DESIGN PETERSEN MANUFACTURING CO. INC.

B-7 BOLLARD - FINISH/COLOR SELECTED BY

CONTRACTING OFFICER BASIS OF DESIGN.

CONTRACTORS MAY USE BOLLARD OF SIMILAR

FORM SHAPE AND WEIGHT. BASIS SHALL NOT

LIMIT COMPETITION

EMBED NEW BOLLARD

IN CONCRETE

4" CONCRETE

ICF SEE ARCHITECT &

STRUCTURAL

HANDRAIL NOTES

1. RAILS AND POSTS SHALL BE 11

2" SCHEDULE 40 ALUMINUM PIPE ALLOY

6061-T6 MEETING ASTM B221 WITH POWDER COAT FINISH. COLOR

SELECTED BY COR..

2. FITTINGS SHALL BE CAST OR WROUGHT ALUMINUM WITH THE SAME

POWDER COAT FINISH AS POST AND RAILS.

3. ALL MECHANICAL FASTENERS SHALL BE STAINLESS STEEL.

4. ANCHOR AND ASSEMBLE HANDRAIL ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

5. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT

ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END

TERMINATIONS. THE TOP SURFACE OF THE RAILING SHALL BE SMOOTH

AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS.

6. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR

DISSIMILAR METALS SHALL BE PROTECTED WITH A COAT OF BITUMINOUS

PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.

SECTION B

6" 5'-0" 6"

12"

2" EXPANSION JOINT

(TYP. BOTH SIDES)

CAST ALUMINUM BASE FLANGE

WITH TWO 5 8"Ø STAINLESS STEEL

ANCHORS. CONTRACTOR SHALL

PROVIDE DISSIMILAR METAL

SEPARATION

ANCHOR HANDRAILS IN

SIDEWALK USING

NON-SHRINK GROUT.

CURB TO FOLLOW

RAMP GRADIENT

SECTION A

NOT TO SCALE

1'-6"

NOT TO SCALE

2"Ø SCHED 40

ALUMINUM PIPE

HANDRAIL

2" EXP. JOINT

TOP & BOTTOM

OF RAMP

2" CHAMFER

TOP OF CURB

LANDING

2% MAX ALL DIRECTIONS

LANDING

2% MAX ALL DIRECTIONS

8.33% MAX

NOTE:

1. POSTS SHALL BE 6061-T6 ALUMINUM PIPE AND RAILS

SHALL BE 6063-T6 ALUMINUM PIPE WITH POWDER

COAT FINISH. COLOR SELECTED BY COR.

NOTES

1. CONTRACTOR SHALL KEEP VERTICAL CURBS MOIST DURING CURING.

2. 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.

3. CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3 4" PREMOLDED FIBER IN ACCORDANCE WITH

TDOT SPECIFICATION SECTION 905.

4. 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

5. CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE SPACING MAY BE REDUCED FOR

CLOSURES BUT NOT LESS THAN 6 FEET.

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

SEE ARCHITECTURAL PLANS

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LEN

CJS

D6 UTILITY TRENCH - PAVEMENT REPAIR

NOT TO SCALE

+/- PIPE O.D. + 12"

BACKFILL WITH

DENSE GRADED AGGREGATE.

TDOT SPEC. SECTION 303.

ASPHALT

BINDER

ASPHALT SURFACE

SEE DETAIL

EXISTING PAVEMENT

SAWCUT (TYP.)

PIPE, SIZE

AS INDICATED

A12 ROOF LEADER CONNECTIONS

NOT TO SCALE

DOWNSPOUT

DOWNSPOUT ADAPTER

5' (TYP.)

VARIES

ROOF DRAIN LATERAL

SECTION

BUILDING FACE

PLAN - LATERAL CONNECTION ELEVATION - CLEANOUT

FLOW FROM

ROOF LEADER

45° BEND

45° WYE OR

REDUCING WYE

WHERE NECESSARY

18" SQUARE

4" THICK

CONC. PAD

NOTE:

ALL ROOF LEADER CONNECTION PIPING SHALL BE HDPE OR PVC.

FLOWFLOW

45° BEND

NYLOPLAST CLEAN OUT END CAP

(OR PVC EQUIVALENT)

IN GRASS OR LANDSCAPING.

FOR CLEANOUTS IN CONCRETE

SIDEWALKS OR PAVEMENT,

PROVIDE JOSAM 58680

HEAVY DUTY CLEANOUT HOUSING

W/ INTEGRAL ANCHOR FLANGE.

ROOF DRAIN

LATERAL

INSTALLATION DETAIL

FOAM

EXPANSION

RESTRAINT

H1 INLET PROTECTION (TEMPORARY)

NOT TO SCALE

1" REBAR FOR

BAG REMOVAL

FROM INLET

OVERFLOW

SILTSACK

DUMP LOOPS

A1 PIPE BEDDING (HDPE)

NOT TO SCALE

A6 SANITARY CLEANOUT

NOT TO SCALE

45°

LONG SWEEP 14 BEND

OR COMB. "Y" & 18 BEND

(USE REDUCING TYPE

WHERE NECESSARY

EXTENSION SAME SIZE

AS SEWER UP TO 4"Ø

6" CONC. PAD

12" SQ.

VARIES

PVC CLEAN OUT END CAP

IN GRASS OR LANDSCAPING.

FOR CLEANOUTS IN CONCRETE OR

PAVEMENT, PROVIDE JOSAM 58680

HEAVY DUTY CLEANOUT HOUSING

W/ INTEGRAL ANCHOR FLANGE. FINISH GRADE

OR PAVING

1 12" ASPHALT SURFACE COURSE

1. THESE SPECIFICATIONS APPLY TO CONCRETE APPEARING ON THE CIVIL DRAWINGS. ALL OTHER CONCRETE

SHALL CONFORM TO THE SPECIFICATIONS ON THE STRUCTURAL DRAWINGS.

2. 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.

3. 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.

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

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

IS WET OR FROZEN.

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

7. MINERAL AGGREGATE BASE: ASTM C33.

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

DELETERIOUS MATERIAL.

9. 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.

10. 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.

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

EXPENSE TO THE GOVERNMENT.

G12 CONCRETE SPECIFICATIONS

NOT TO SCALE

L12 CURB WIPEDOWN

NOT TO SCALE

FLUSH AT

INTERFACE

12" CURB

HEIGHT

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PIPE UNDER PAVEMENT

PIPE UNDER SOIL

PAVEMENT SECTION

6", SEE NOTE 4.

INITIAL BACKFILL

COMPACTED

EARTH BACKFILL

12" MIN.

SEE NOTE 4

GROUND SURFACE

UNDISTURBED

EARTH

HDPE PIPE

PAVEMENT SURFACE

MIN. TRENCH WIDTH

SEE TABLE B

FOUNDATION

MIN. TRENCH WIDTH

SEE TABLE B

FOUNDATION

UNDISTURBED

EARTH

NOTES

1. FOUNDATION: WHERE THE TRENCH BOTTOM IS

UNSTABLE, THE CONTRACTOR SHALL EXCAVATE

TO A DEPTH REQUIRED BY THE CONTRACTING

OFFICER AND REPLACE WITH A FOUNDATION OF

TDOT CLASS A, GRADING D MATERIAL; AS AN

ALTERNATIVE AND AT THE DISCRETION OF THE

CONTRACTING OFFICER, THE TRENCH BOTTOM

MAY BE STABILIZED USING A WOVEN GEOTEXTILE

FABRIC.

2. BEDDING: MATERIAL USED SHALL BE CRUSHED

STONE MEETING THE REQUIREMENTS OF TDOTSS,

LATEST EDITION, GRADING SIZE #57 OR #67.

3. INITIAL BACKFILL: MATERIAL USED SHALL BE

CRUSHED STONE MEETING THE REQUIREMENTS

OF TDOTSS, LATEST EDITION, GRADING SIZE #57

OR #67.

4. BACKFILL: MATERIAL USED SHALL BE CRUSHED

STONE MEETING THE REQUIREMENTS OF TDOTSS,

LATEST EDITION, GRADING SIZE #57 OR #67.

INITIAL BACKFILL

NOTE

BASE IS OF DESIGN SILTSACK ACF ENVIRONMENTAL.

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

SHALL BE SUPPLIED WITH OPTIONAL OVERFLOW.

TYP.

ASPHALT

REPAIR

1 12" WEARING SURFACE3

2" BINDER MATERIAL2

6" MINERAL AGGREGATE BASE1

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"

ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 411

ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "D"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

H7 ASPHALT PAVEMENT

NOT TO SCALE

FLUSH AT

INTERFACE

6" CURB

HEIGHT

H7 C2.2

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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

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NASHVILLE, TENNESSEE

C2.3 et ai ls

LEN

CJS

A1 EQUIPMENT PAD

NOT TO SCALE

AS SHOWN ON PLANS

PAD #1

4" MINERAL

AGGREGATE BASE

4" CONCRETE

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

AS SHOWN ON PLANS

PAD #2 & #3

12" MIN.

COMPACTED

SUBGRADE

4" MINERAL

AGGREGATE BASE

4" CONCRETE

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

D9 BACKFLOW PREVENTER & ENCLOSURE

NOT TO SCALE

D1 ENCLOSURE DETAIL

NOT TO SCALE

STRAINER

CONCRETE PAD

FIBERGLASS FLIP

TOP ENCLOSURE

NOTE:

ENCLOSURE SHALL BE HEATED,

HUBBELL HOT BOX MODEL HB1

OR EQUIVALENT.

PLAN

SECTION

RPZ BACKFLOW PREVENTER

NOTE:

1. BASIS OF DESIGN: WILKENS MODEL

975XL2 WITH A QUARTER-TURN

VALVES & STRAINER.

2. INSTALL IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

42"

22"

29"

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12"

#4 BAR @ 12"

O.C.(TYP.)

#4 BARS, TYP.

3" M

MIN. 3"

MIN.

D5 PRE-CAST CONCRETE WHEEL STOP

NOT TO SCALE

8 3 4" 3"

4 14"2 14"

8'-0" STANDARD PARKING STALL

6'-0" ADA PARKING STALL

(2) 3 4" DIA.

PIN HOLES

12" TYP.

REINFORCEMENT

#3 BAR (3)

2'- 6"

EDGE OF PAVEMENT

NOTE

CONTRACTOR SHALL SECURE WHEEL STOP

PER MANUFACTURER'S RECOMMENDATIONS

H1 ENLARGED PLAN

NOT TO SCALE

CONCRETE WHEEL

STOP D5

C2.3

PAVEMENT MARKING

46"

56"

4" SIGN

VAN ACCESSIBLE

(VA)

VAN

RESERVED

PARKING

ACCESSIBLE

$200 FINE

(VA)

SIGN PLACEMENT

5' M

H6 C2.1

P1 PERFORATED

TUBE POST

BOLLARD

SEE DETAIL

SIGN

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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

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G en er al

N ot es

S0.1

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DJW

JJF

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B& P

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N o.

Sh er la ke

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-8

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Pl es s, In c.

Al l R ig ht s

R es er ve d

Ty pi ca l S ec ti on s an d

D et ai ls

S0.2

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8t h W in g

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DJW

JJF

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er

S1.1

Fo u n da ti on

P la n

S1.1

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C C

, B u ild in g

8t h W in g

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04.12.24

DJW

JJF

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er

S ec ti on s an d D et ai ls

S2.1

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C C

, B u ild in g

8t h W in g

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DJW

JJF

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er

P r o j e c t

N o

E n g in e e r in g S e r v ic e s

G r o u p

In c

K n o x v il l e

T e n n e s s e e

-0

E a s t H il l

A v e

S u it e

C o n s u l t in g E n g in e e r s

04.12.2024

BKTZ222001

C on st ru ct N

C C

, B u ild in g

8t h W in g

M1.1

JRW

KLR

Fl oo r Pl an

H V

A C

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OFFICE

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NCC

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OFFICE

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TOILET

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REVISIONS:

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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 G

AutoCAD SHX Text N

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AutoCAD SHX Text Nashville, Tennessee

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MAGNETIC NORTH

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BUILDING NORTH

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%%UFLOOR PLAN - HVAC

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

AutoCAD SHX Text 10x12

AutoCAD SHX Text

10"CD

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10"CD

AutoCAD SHX Text 22x22CR

AutoCAD SHX Text 12x10

AutoCAD SHX Text 10"%%C

AutoCAD SHX Text 6"%%c

AutoCAD SHX Text

6"CD1

AutoCAD SHX Text 18x18 LOUVER

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FOR OUTSIDE AIR

AutoCAD SHX Text

INTAKE. MOUNT

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12'-8" ABOVE

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FINISHED GRADE.

AutoCAD SHX Text 12x10

AutoCAD SHX Text 6"%%c

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AHU

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WALL CAP

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AutoCAD SHX Text (6)22x22CR

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%%UAHU-1

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MARK

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%%UCOMPUTER ROOM AIR CONDITIONING UNIT SCHEDULE NOTES:

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COMPUTER ROOM AIR CONDITIONING UNIT SCHEDULE

AutoCAD SHX Text FURNISH EACH SYSTEM COMPLETE WITH R-407C REFRIGERANT, REFRIGERANT PIPING, DISPOSABLE 20%%% PLEATED AIR FILTERS, INTEGRAL ELECTRIC REHEAT AND

AutoCAD SHX Text INTEGRAL INFRARED HUMIDIFIER, HOT GAS BYPASS, INTEGRAL DISCONNECT SWITCH FOR BOTH INDOOR AND OUTDOOR UNITS, DIGITAL COMPRESSOR, STRUCTURAL STAND

AutoCAD SHX Text PROVIDE EACH UNIT WITH A %%USMOKE DETECTOR IN THE SUPPLY AND RETURN AIR STREAM%%U, WIRED TO SHUT UNIT DOWN ON DETECTION.

AutoCAD SHX Text EACH AIR HANDLING UNIT SHALL BE DOWNFLOW CONFIGURATION WITH TOP RETURN DUCT CONNECTION.

AutoCAD SHX Text PROVIDE EACH AIR HANDLING UNIT WITH UNIT MOUNTED DUAL FLOAT CONDENSATE PUMP AND TYPE "M" COPPER CONDENSATE DRAIN RECONNECTING TO EXISTING.

AutoCAD SHX Text

EACH UNIT SHALL BE U.L. LISTED AND CSA CERTIFIED.

AutoCAD SHX Text

SECTION

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LBS/HR

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HUMIDIFIER

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AIR HANDLING UNIT DATA

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SENSIBLE

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75%%DF / 45%%% RH (BTU)

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COOLING CAPACITY AT

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CFM

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FAN

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TOTAL

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KW/STEPS

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ELECTRIC

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REHEAT

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UNIT

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ELECTRICAL DATA

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VOLTS/

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PHASE

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(AMPS)

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MOCP

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AIR COOLED CONDENSER DATA

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DESIGN BASIS

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MARK

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ELECTRICAL DATA

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VOLTS/

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PHASE

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UNIT

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MOCP

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(AMPS)

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CRU-1

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CRU-2

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AutoCAD SHX Text 100000

AutoCAD SHX Text 125000

AutoCAD SHX Text 11.0

AutoCAD SHX Text 15.0/3

AutoCAD SHX Text 208/3

AutoCAD SHX Text 70.7

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DS035AD

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CRC-1

AutoCAD SHX Text 208/3

AutoCAD SHX Text 6.0

AutoCAD SHX Text

LIEBERT MCS056E8

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LIEBERT

AutoCAD SHX Text PROVIDE PAINTED SKIRT TO EXTEND FROM TOP OF UNIT TO CEILING TO COVER RETURN DUCT.

AutoCAD SHX Text

DESIGN BASIS

AutoCAD SHX Text 5.

AutoCAD SHX Text PROVIDE EACH AIR HANDLING UNIT MODBUS RTU CAPABILITY FOR CONNECTING TO BASE EMS SYSTEM.

A…

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