Addendum 1 Drawings 6-24-2020.pdf

PDF 7 MB Posted Jun 25, 2020

Attached to: Convert Bldg 740 Deployment Processing Center Federal contract opportunity
Solicitation number: W50S9720B0001
Issued by: Department of the Army National Guard

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Written by GovTribe AI · Dec 28, 2023

This notice provides details for a federal contract opportunity to renovate an existing building at Berry Field Air National Guard Base in Nashville, Tennessee. The project includes selective demolition, new construction work, site improvements, and upgrades to mechanical, electrical and telecommunications systems. The contract value is estimated between $1-5 million. The work must be completed within 365 days of the notice to proceed. The solicitation will be issued for a small business set-aside, with a NAICS code of 236220 and size standard of $39.5 million. Offerors must register in SAM and use BetaSAM to access solicitation and plans. The pre-bid conference and site visit will be scheduled after solicitation release. Questions are due five days before the conference. Offers are due on the date specified in the solicitation. The selected contractor must perform at least 15% of the work cost using its own employees.

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Other files for this federal contract opportunity

Other files attached to Convert Bldg 740 Deployment Processing Center, newest first.
File	Type	Posted
Bid Opening Attendance Roster.pdf	PDF	Jul 15, 2020
Abstract of Offers_OF1419.pdf	PDF	Jul 15, 2020
QA_34-50_W50S97-20-B-0001.pdf	PDF	Jul 10, 2020
W50S9720B0001-0001 Amendment 02 Convert Deployment Processing Ctr B740.pdf	PDF	Jul 6, 2020
17570-M3.1.pdf	PDF	Jul 6, 2020
17570-M1.1.pdf	PDF	Jul 6, 2020
QA_2 W50S97-20-B-0001 13-33.pdf	PDF	Jul 6, 2020
W50S9720B0001-0001 Amendment 01 Convert Deployment Processing Ctr B740.pdf	PDF	Jun 25, 2020
QA_1-12_W50S97-20-B-0001.pdf	PDF	Jun 25, 2020
Addendum 1 Specifications 6-24-2020.pdf	PDF	Jun 25, 2020
B740 PreBid Conference Sign In Sheet.pdf	PDF	Jun 19, 2020
Preproposal minutes W50S9720B0001.pdf	PDF	Jun 19, 2020
B740 Site Visit Slides 18 June 2020.pdf	PDF	Jun 19, 2020
10 - BKTZ122014 Specifications (1).pdf	PDF	May 21, 2020
W50S9720B0001 Convert Deployment Processing Ctr B740.pdf	PDF	May 21, 2020
JA-ALC.pdf	PDF	May 21, 2020
11 - BKTZ122014 Drawings.pdf	PDF	May 21, 2020

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BLDG 757

BLDG 721

BLDG

723 BLDG

BLDG

BLDG 720

BLDG

BLDG 730 & 731

BLDG

BLDG 810

BLDG 811

BLDG 808

BLDG 809

BLDG 812

BLDG 801

BLDG

BLDG 807

BLDG 802

INDEX

O N

M A

P, D

R A

G L

A N

D N

U S

R A

G S

N D

E X

RJB

CJS

DRAWING LIST

LOCATION MAP

PROJECT SITE

BLDG 740

CONSTRUCTION ACCESS ROUTE

NASHVILLE

LEGEND

STAGING / POV

PARKING AREA

O T

D R

GENERAL NOTES

PROJECT CONTACTS

CONSTRUCTION SITE ACCESS NOTES

8t h W

B u ild in g

C on ve rt fo r D ep lo ym en t Pr oc es si n g

BKTZ122014

03.13.19

0% R ev ie w

.2 4.

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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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BLDG

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AutoCAD SHX Text B4

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AutoCAD SHX Text B6

AutoCAD SHX Text B2

AutoCAD SHX Text B1

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VANDERBILT UNIVERSITY

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NASHVILLE INTERNATIONAL AIRPORT

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SHELBY PARK

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J PERCY PRIEST RESERVOIR

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DONELSON

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ANTIOCH

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LEBANON

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PIKE

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MURFREESBORO PIKE

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BRILEY PKWY

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NOLENSVILLE PIKE

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HILLSBORO PIKE

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ELLINGTON PKWY

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*TENNESSEE AIR NATIONAL GUARD

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DONELSON

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PIKE

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RADNOR LAKE STATE NATURE AREA

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CUMBERLAND RIVER

AutoCAD SHX Text *118th WING LOCATED AT: 240 KNAPP BOULEVARD NASHVILLE, TN 37217

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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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1. 2. CONTRACTOR IS ADVISED THAT WORKERS SHALL BE RESTRICTED TO CONTRACTOR IS ADVISED THAT WORKERS SHALL BE RESTRICTED TO AREAS OF CONSTRUCTION FOR THE RENOVATED FACILITIES. NO CONSTRUCTION PERSONNEL ARE ALLOWED BEYOND THE LIMITS OF CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY BATHROOM FACILITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY BATHROOM FACILITIES. THE BUILDING BATHROOMS ARE FOR GOVERNMENT USE ONLY. 4. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL 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 FLOORING, BRICK, BLOCK, DOORS AND WINDOWS, UTILITY COMPONENTS AND OTHER SUCH ITEMS. 5. THOSE ITEMS DESIGNATED FOR REMOVAL BUT REMAINING GOVERNMENT THOSE ITEMS DESIGNATED FOR REMOVAL BUT REMAINING GOVERNMENT PROPERTY SHALL BE REMOVED AND PROVIDED TO THE GOVERNMENT AS INSTRUCTED BY THE COR. 6. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, ELECTRIC, NATURAL GAS AND COMMUNICATIONS) AND/OR MAKE PROVISIONS FOR OUTAGES WITH COR.

AutoCAD SHX Text CONTRACTING OFFICER'S REPRESENTATIVE (COR) - MAJ. NATHAN SMITH, PE - (615) 660-8694

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1. ALL DELIVERIES AND DAY TO DAY CONSTRUCTION TRAFFIC SHALL USE ALL DELIVERIES AND DAY TO DAY CONSTRUCTION TRAFFIC SHALL USE FRONT GATE ENTRANCE LOCATED OFF OF KNAPP BOULEVARD. 2. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH THE CONTRACTING CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AS REQUIRED. 3. ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE VALID DRIVER ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE VALID DRIVER LICENSE, VEHICLE REGISTRATION AND PROOF OF INSURANCE. 4. CONTRACTOR SHALL PROTECT EXISTING ROADWAY AND PARKING LOTS AND CONTRACTOR SHALL PROTECT EXISTING ROADWAY AND PARKING LOTS AND REPAIR AS REQUIRED BY THE COR AT NO EXPENSE TO THE GOVERNMENT

AutoCAD SHX Text COVER INDEX LOCATION MAP, DRAWING LIST AND NOTES LOCATION MAP, DRAWING LIST AND NOTES SU1.1 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY C1.0 DEMOLITION PLAN DEMOLITION PLAN C1.1 SITE LAYOUT PLAN SITE LAYOUT PLAN C1.2 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN C2.1 SITE DETAILS SITE DETAILS C2.2 SITE DETAILS SITE DETAILS AD1.1 DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN AD1.2 DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN AD1.3 DEMOLITION ROOF PLAN DEMOLITION ROOF PLAN AD1.4 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS AD1.5 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS A0.1 LIFE SAFETY PLAN LIFE SAFETY PLAN A1.1 FLOOR PLAN FLOOR PLAN A2.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS BUILDING SECTIONS A4.1 WALL SECTIONS WALL SECTIONS A5.1 ROOF PLAN ROOF PLAN A6.1 REFLECTED CEILING PLANS REFLECTED CEILING PLANS A7.1 ENLARGED PLANS AND INTERIOR ELEVATIONS ENLARGED PLANS AND INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS INTERIOR ELEVATIONS A8.1 DOOR AND FINISH SCHEDULES DOOR AND FINISH SCHEDULES S1.1 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S1.2 STRUCTURAL GENERAL NOTES (CONT.) STRUCTURAL GENERAL NOTES (CONT.) S2.1 FOUNDATION PLAN FOUNDATION PLAN S3.1 ROOF FRAMING PLANS ROOF FRAMING PLANS S4.1 FOUNDATION SECTIONS & DETAILS FOUNDATION SECTIONS & DETAILS S5.1 FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS S5.2 FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS S5.3 FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS FP1.1 FLOOR PLAN - FIRE PROTECTION FLOOR PLAN - FIRE PROTECTION FP2.1 SCHEDULES AND DETAILS SCHEDULES AND DETAILS P1.0 FLOOR PLAN - DEMOLITION FLOOR PLAN - DEMOLITION P1.1 FLOOR PLAN - SERVICES FLOOR PLAN - SERVICES P1.2 FLOOR PLAN - WASTE & VENT FLOOR PLAN - WASTE & VENT P2.1 SCHEDULES AND DETAILS SCHEDULES AND DETAILS M1.1 FLOOR PLANS - HVAC FLOOR PLANS - HVAC M2.1 SCHEDULES AND DETAILS - HVAC SCHEDULES AND DETAILS - HVAC M3.1 SCHEDULES AND DETAILS - HVAC SCHEDULES AND DETAILS - HVAC E1.1 FLOOR PLAN - LIGHTING FLOOR PLAN - LIGHTING E1.2 FLOOR PLAN - POWER & COMM FLOOR PLAN - POWER & COMM E1.3 FLOOR PLAN - HVAC WIRING AND FIRE ALARM FLOOR PLAN - HVAC WIRING AND FIRE ALARM E2.1 LEGEND, SCHEDULE, DETAILS LEGEND, SCHEDULE, DETAILS IT1.1 FLOOR PLAN - INFORMATION TECHNOLOGIES FLOOR PLAN - INFORMATION TECHNOLOGIES IT2.1 INFORMATION TECHNOLOGIES LEGENDS & DETAILS INFORMATION TECHNOLOGIES LEGENDS & DETAILS IT2.2 INFORMATION TECHNOLOGIES DETAILS INFORMATION TECHNOLOGIES DETAILS IT3.1 INFORMATION TECHNOLOGIES SCHEDULESINFORMATION TECHNOLOGIES SCHEDULES

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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

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NASHVILLE, TENNESSEE

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NASHVILLE, TENNESSEE

0 20 40 60

SCALE: 1" = 20'

SEAL COAT EXISTING PARK SPACES

(TYP. OF 5 SPACES)

SAW CUT AND REMOVE EXISTING ASPHALT AND BASE STONE

(TYP.)

REMOVE EXISTING SIDEWALK

SAW CUT AT NEAREST JOINT AND REMOVE EXISTING SIDEWALK

DEMOLITION

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ENGINEERS INC. ON JANUARY 26, 2017.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 23

MARCH 2018 AT FIRE HYDRANT #17. RESULTS ARE NOMINAL ONLY

AND ARE AS FOLLOWS:

FIRE HYDRANT #17:

- STATIC PRESSURE: 85 psig

- RESIDUAL PRESSURE: 73 psig AT 1,350 GPM

3. LOCATION OF 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 LINE, WHETHER SHOWN ON

CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL ALSO

CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION

OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL

SERVICE ON BASED IS OWNED AND OPERATED BY NASHVILLE

ELECTRIC SERVICE.

4. 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.

5. 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.

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.

NOTES:

C1.0

D em ol it io n

P la n

RJB

CJS

8t h W

B u ild in g

C on ve rt fo r D ep lo ym en t Pr oc es si n g

BKTZ122014

03.13.19REMOVE EXISTING TREE AND GRIND STUMP

REMOVE EXISTING BOLLARDS

(TYP. OF 2)

REMOVE EXISTING BOLLARDS

(TYP. OF 2)

REMOVE EXISTING TREE AND GRIND STUMP

SEAL COAT EXISTING CROSS WALK

(TYP. OF 2)

BENCH MARK

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE (STORM)

POLYVINYL CHLORIDE (STORM)

CORRUGATED METAL PIPE (STORM)

CLEANOUT

STORM LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

TELEPHONE PEDESTAL

ELECTRIC PULL BOX

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASIN

AIR CONDITIONER UNIT

WATER METER

VALVE

GUY

UTILITY POLE

UTILITY-LIGHT POLE

GAS LINE

YARD HYDRANT

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LEGEND

DOWNSPOUT

CHAIN LINK FENCE

WOODEN FENCE

BOLLARD

SAW CUT AND REMOVE EXISTING ASPHALT AND BASE STONE

(TYP.)

0% R ev ie w

.2 4.

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CROSSWALK

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CROSSWALK

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15 SPACES

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8 SPACES

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CONC.

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ASPHALT

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SIDEWALK

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SIDEWALK

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CONC.

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SIDEWALK

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CONC.

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ASPHALT

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DEPRESSION

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BLDG.

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CONC.

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RETAINING WALL

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RETAINING WALL

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RETAINING WALL

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METAL FENCE

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LADDER

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ROOF EL. 592.56

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ROOF EL. 585.21

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CONC.

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CONC.

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ASPHALT

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BUILDING 740 FFE 572.27

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SIGN

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CONC.

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N. 647,398.13 E. 1,7696,84.30 EL. 569.65

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N. 647,453.96 E. 1,769,867.70 EL. 572.29

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CONC.

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AutoCAD SHX Text CATCH BASIN T.C.=568.31 I.E. IN (24") 560.80 I.E. IN (18") 561.16 I.E. IN (8"HDPE) 565.26 I.E. IN (8" RCP) 563.76 I.E. OUT 560.49

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SAMH T.C. 574.21 I.E. IN 569.11 I.E. OUT 568.86

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PUMP STATION

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CATCH BASIN T.C. 570.90 I.E. OUT 568.65

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CATCH BASIN T.C. 570.58 I.E. IN 566.78 I.E. OUT 566.73

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BLIND JUNCTION BOX

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CATCH BASIN T.C. 570.39 I.E. OUT 567.21

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HEADWALL I.E. 569.29

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18"RCP

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24"CMP

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24"CMP

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24"CMP

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12"RCP

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8"HDPE

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8"RCP

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8"PVC I.E. 571.79

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6"PVC

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OIL/WATER SEPARATOR

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AutoCAD SHX Text 16"

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12"RCP

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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

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COR

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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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FEC

0 20 40 60

SCALE: 1" = 20'

SOD (SEE NOTE 7 BELOW)

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ENGINEERS INC. ON JANUARY 26, 2017.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 23 MARCH

2018 AT FIRE HYDRANT #17. RESULTS ARE NOMINAL ONLY AND ARE AS

FOLLOWS:

FIRE HYDRANT #17:

- STATIC PRESSURE: 85 psig

- RESIDUAL PRESSURE: 73 psig AT 1,350 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.

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.

SEE SHEET S4.1 DETAIL 10.

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

7. NOTE LIMITS OF SOD ILLUSTRATED REPRESENT ONLY AREA OF ASPHALT

AND SIDEWALK REMOVAL. CONTRACTOR SHALL SMOOTH, PREPARE, AND

SOD ALL DISTURBED AREAS.

NOTES:

DOUBLE LEAF SWING GATE

14' CLEAR OPENING

THERMOPLASTIC CROSSWALK

CONCRETE SIDEWALK

C1.1

S it e La yo u t Pl an

RJB

CJS

MEDIUM DUTY ASPHALT

C2.2

C2.1

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BKTZ122014

03.13.19

DEPLOYMENT

PROCESSING CENTER

FFE = 572.3'

SIDEWALK SHALL BE FLUSH WITH EXISTING PAVEMENT

(TYP.)

C2.1

R25'

14'

SAW CUT EXISTING ASPHALT

SAW CUT EXISTING SIDEWALK AT

NEAREST CONTRACTION JOINT

16"x6" TAPPING SLEEVE VALVE

RELOCATE EXISTING SIGN

BEHIND EDGE OF PAVEMENT

COORDINATE LOCATION WITH COR

RELOCATE EXISTING SIGN

BEHIND SIDEWALK

COORDINATE LOCATION WITH COR

NEW 4" SDR 26 PVC SANITARY SEWER

NEW 6" DUCTILE IRON WATER LINE

NEW WATER VALVE

NEW COMM LINE

NEW ASPHALT PATCH

BENCH MARK

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE (STORM)

POLYVINYL CHLORIDE (STORM)

CORRUGATED METAL PIPE (STORM)

CLEANOUT

STORM LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

TELEPHONE PEDESTAL

ELECTRIC PULL BOX

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASIN

AIR CONDITIONER UNIT

WATER METER

VALVE

GUY

UTILITY POLE

UTILITY-LIGHT POLE

GAS LINE

YARD HYDRANT

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LEGEND

DOWNSPOUT

CHAIN LINK FENCE

WOODEN FENCE

BOLLARD

C2.1

IT2.1

NEW SANITARY CLEANOUT

G13

C2.1

DOUBLE LEAF SWING GATE

20' CLEAR OPENING

C2.2

R5'

(TYP.)

BOLLARD

(TYP. OF 3)

FIRE HYDRANT #17

(SEE NOTE 2)

C2.2

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.2 4.

20'R

30'R

50'R

1 647,175.86 1,769,793.38 EDGE SIDEWALK PC

2 647,160.42 1,769,745.82 RADIUS POINT

3 647,197.9 1,769,778.92 EDGE SIDEWALK PT

4 647,215.88 1,769,758.56 EDGE SIDEWALK PC

5 647,253.36 1,769,791.66 RADIUS POINT

6 647,235.81 1,769,744.84 EDGE SIDEWALK PT

7 647,243.35 1,769,742.02 EDGE SIDEWALK

8 647,199.6 1,769,833.77 RADIUS POINT

9 647,222.62 1,769,834.6 EDGE PAVEMENT

10 647,272.18 1,769,788.85 RADIUS POINT

COORDINATE TABLE

Point Northing Easting Description

PATCH EXISTING CONCRETE AFTER BOLLARDS ARE REMOVED

SEE SHEET AD1.1

(TYP.)

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SAMH T.C. 574.21 I.E. IN 569.11 I.E. OUT 568.86

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PUMP STATION

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6"PVC

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OIL/WATER SEPARATOR

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15 SPACES

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CONC.

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ASPHALT

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SIDEWALK

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CONC.

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SIDEWALK

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CONC.

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ASPHALT

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DEPRESSION

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BLDG.

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CONC.

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RETAINING WALL

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RETAINING WALL

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RETAINING WALL

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METAL FENCE

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LADDER

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ROOF EL. 592.56

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ROOF EL. 585.21

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CONC.

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ASPHALT

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SIGN

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CONC.

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N. 647,398.13 E. 1,7696,84.30 EL. 569.65

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N. 647,453.96 E. 1,769,867.70 EL. 572.29

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CONC.

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

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COR

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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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4' SA

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FEC

0 20 40 60

SCALE: 1" = 20'

NEW SOD (SEE NOTE 7 C1.1)

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ENGINEERS INC. ON JANUARY 26, 2017.

2. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN COMPLETED,

ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. SODDED

AREAS ILLUSTRATED MAY NOT INCLUDE ALL DISTURBED AREAS.

3. CONTRACTOR IS ADVISED THAT FINISHED GRADES REFLECT FINAL

CONDITIONS WHEN PAVEMENT, SITE CONCRETE AND SOD ARE

PLACED. CONTRACTOR SHALL FILL DEMOLISHED AREA WITH TOPSOIL

IN AREAS TO BE SODDED TO MATCH EXISTING GRADES AND EXISTING

PAVEMENT.

4. 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 CONSTRUCTION PLANS OR NOT. CONTRACTOR

SHALL REQUEST A DIG PERMIT FROM WORK CONTROL PRIOR TO

ENGAGING IN ANY EXCAVATION OR PENETRATING GROUND IN ANY

WAY. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE

CALL CENTER AT 811 FOR LOCATION OF ANY/ALL UTILITY FACILITIES.

NOTES:

MEDIUM DUTY ASPHALT

CONCRETE SIDEWALK

C1.2

G ra di n g an d D ra in ag e

Pl an

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C2.1

DEPLOYMENT

PROCESSING CENTER

FFE = 572.3'

NEW MAJOR CONTOURS

NEW SPOT ELEVATION

981.8'

INLET PROTECTION

BENCH MARK

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE (STORM)

POLYVINYL CHLORIDE (STORM)

CORRUGATED METAL PIPE (STORM)

CLEANOUT

STORM LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

TELEPHONE PEDESTAL

ELECTRIC PULL BOX

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASIN

AIR CONDITIONER UNIT

WATER METER

VALVE

GUY

UTILITY POLE

UTILITY-LIGHT POLE

GAS LINE

YARD HYDRANT

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LEGEND

DOWNSPOUT

CHAIN LINK FENCE

WOODEN FENCE

BOLLARD

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AutoCAD SHX Text CATCH BASIN T.C.=568.31 I.E. IN (24") 560.80 I.E. IN (18") 561.16 I.E. IN (8"HDPE) 565.26 I.E. IN (8" RCP) 563.76 I.E. OUT 560.49

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SAMH T.C. 574.21 I.E. IN 569.11 I.E. OUT 568.86

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PUMP STATION

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CATCH BASIN T.C. 570.90 I.E. OUT 568.65

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CATCH BASIN T.C. 570.58 I.E. IN 566.78 I.E. OUT 566.73

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BLIND JUNCTION BOX

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CATCH BASIN T.C. 570.39 I.E. OUT 567.21

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HEADWALL I.E. 569.29

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18"RCP

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24"CMP

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24"CMP

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24"CMP

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12"RCP

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8"HDPE

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8"RCP

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8"PVC I.E. 571.79

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6"PVC

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OIL/WATER SEPARATOR

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12"RCP

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15 SPACES

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CONC.

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ASPHALT

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SIDEWALK

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CONC.

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SIDEWALK

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CONC.

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ASPHALT

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CONC.

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DEPRESSION

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BLDG.

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RETAINING WALL

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RETAINING WALL

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RETAINING WALL

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METAL FENCE

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LADDER

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ROOF EL. 592.56

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ROOF EL. 585.21

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CONC.

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ASPHALT

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SIGN

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CONC.

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N. 647,398.13 E. 1,7696,84.30 EL. 569.65

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N. 647,453.96 E. 1,769,867.70 EL. 572.29

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CONC.

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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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PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

PRIME COAT - TDOT STANDARD SPECIFICATION SECTION 402

BITUMINOUS MATERIAL FOR PRIME COAT (PC) @ 0.20-0.50 GAL./S.Y.

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)

TACK COAT - TDOT STANDARD SPECIFICATION SECTION 403

BITUMINOUS MATERIAL FOR TACK COAT (TC) @ 0.02 GAL./S.Y.

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

G1 PAVEMENT SECTION

NOT TO SCALE

" WEARING SURFACE5

" BINDER MATERIAL3

8" MINERAL AGGREGATE BASE1

MEDIUM DUTY ASPHALT PAVEMENT

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

C2.1

S it e D et ai ls

RJB

CJS

A7 CONCRETE SIDEWALK/PAD

NOT TO SCALE

MATCH FINISH TO

EXISTING SIDEWALK

5'-0"

(TYP.)

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

PLAN

AS SHOWN ON PLANS

TYPICAL SECTION IN GRASS

CONTRACTION JOINT

12" MIN.

COMPACTED SUBGRADE

1.5% MAX.

1. STREAM GUARD INLET PROTECTION TO BE USED AT ALL GRATES AS DESIGNATED ON SITE LAYOUT

PLAN. ALTERNATE COR APPROVED INLET PROTECTION MAY BE USED FOR EXISTING TRENCH

GRATES.

2. CONTRACTOR SHALL USE STREAM GUARD INLET PROTECTION ONLY AFTER STORM GRATE HAS

BEEN INSTALLED AND SURROUNDING AREAS ARE GRADED TO ALLOW RUNOFF TO ENTER BOX

THROUGH GRATE.

3. CONTRACTOR SHALL REMOVE SILT AFTER EACH RAINFALL EVENT OF 0.5 INCHES OR GREATER, AND AT LEAST EVERY SEVEN (7) DAYS.

NOTES:

A1 INLET PROTECTION

NOT TO SCALE

ASPHALT PAVEMENT PATCH SECTION

6" AGGREGATE BASE

2" BITUMINOUS WEARING SURFACE

3" BITUMINOUS BINDER

EXISTING ASPHALT PAVEMENT

3'-6"

MAX.

METALLIC MARKING TAPE

#57 STONE

1'-0"

(TYP.)

NEATLY SAW CUT ASPHALT PAVEMENT 1' BEYOND

EDGE OF EXISTING PAVEMENT AND CAREFULLY PEAL

OFF WEARING SURFACE. CONTRACTOR SHALL NOT

DAMAGE BINDER OUTSIDE OF SAW CUT

NEW UTILITY LINE, CONTRACTOR SHALL COORDINATE

DEPTH WITH EXISTING UTILITIES.*

*ELECTRICAL CONDUITS SHALL BE CONCRETE

ENCASED.

3" BITUMINOUS BINDER

G7 PAVEMENT REPAIR

NOT TO SCALE

SITE CONCRETE SPECIFICATION

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.

A13 SITE CONCRETE SPECIFICATIONS

NOT TO SCALE

45°

FINISHED GRADE

OR PAVING

LONG SWEEP

BEND

OR COMB. "Y" &

BEND

(USE REDUCING TYPE

WHERE NECESSARY

EXTENSION SAME SIZE

AS SEWER UP TO 4"Ø

6" CONC. PAD

2'-0" SQ.

JOSAM #58680 OR EQUAL

CAST IRON CLEANOUT

WITH COVER

VARIES

G13 SANITARY CLEANOUT

NOT TO SCALE

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)

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

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ph. 865 980 3500 fax. 865 980 3555

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COR

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NASHVILLE, TENNESSEE

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AutoCAD SHX Text CONTRACTOR SHALL INSTALL STREAM GUARD SEDIMENT CATCH BASIN INSERT AS MANUFACTURED BY BOWHEAD MANUFACTURING COMPANY, LLC. OR EQUAL.

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2"x2" GALVANIZED STEEL GATE, TYPICAL

EXISTING GRADE

2"x5" END MEMBER

", TYPICAL

4" O.D. GALVANIZED STEEL GATE POST

3'-6"

CONCRETE ENCASEMENT SHALL

BE A MINIMUM OF 18" DIAMETER

3'-6"

CLEAR OPENING (SEE C1.1)

CLEAR OPENING/2

1. CONTRACTOR SHALL INSTALL A FACTORY MADE LATCH TO HOLD EACH GATE IN THE OPEN

POSITION. LATCH MECHANISM SHALL BE SECURLY INSTALLED PER THE MANUFACTURER'S

RECOMMENDATIONS.

NOTE:

PROVIDE LATCH WITH

PROVISION FOR PADLOCK

A1 DOUBLE LEAF MANUAL SWING GATE

NOT TO SCALE

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CJS

A10 THRUST BLOCKING

NOT TO SCALE

* INDICATES FITTINGS REQUIRING RESTRAINED JOINTS IN ADDITION

TO CONC. THRUST BLOCKING. SEE RESTRAINED JOINT SCHEDULE.

BLOCKING SCHEDULE BASED ON 200 PSI WATER PRESSURE, 2,000 PSF SOIL

BEARING PRESSURE & 1.25 SAFETY FACTOR.

42 35.0*32.5 35.0* 35.0*35.0*

18" MINIMUM-

10" & SMALLER

UNDISTURBED SOIL

PLAN BENDS

PIPE

SIZE

CONCRETE THRUST BLOCKING SCHEDULE

4.02.0 7.5

6.0

7.5

10.0

12.5

16.5

20.0

34.5

35.0*

8.5

10.0

18.0

25.0

3.0

4.0

5.0

6.5

32.6

35.0*

11.5

15.0

20.0

24.56

22-1/2°

1.0

2.0

2.5

IN SQUARE FEET

11-1/4°

1.0

1.5

45°

1.5

3.0

5.0

BENDS

14.5 10.0

14.5

19.5

25.5

32.0

35.0*

21.5

28.0

35.0

35.0*

STD.

TEE

2.0

4.0

7.0

90°

2.5

5.5

10.0

TRENCH BOTTOM

SECTION X-X

BENDS & TEES

UNDISTURBED SOIL

PLAN TEES

CONFINE LIMITS OF THRUST BLOCKING BETWEEN BELLS OF

FITTING TO BE RESTRAINED. NO CONCRETE SHALL COME

IN CONTACT WITH BELL OR JOINT OF RESTRAINED FITTING

AND CONNECTING PIPE.

CONCRETE

THRUST BLOCKING

1" CROWN

FINISHED GRADE

3'-0"

4'-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 AS MANUFACTURED BY

INNOPLAST, OR APPROVED EQUAL.

INSTALL BOLLARD COVER

OVER STEEL BOLLARD

SEE NOTE 1

18"

F1 BOLLARD

NOT TO SCALE

F6 NOT USED

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COR

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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

1 2 3 4 5 6 8

A A

A.1

D.1

D D

E1.2

MAE

ECH

SCALE: 1/8" = 1'-0"E1.2

1 FLOOR PLAN - POWER

SCALE: 1/4" = 1'-0"E1.2

2 ENLARGED ELECTRICAL LAYOUT

Classroom

ELEC &

PLUMB

COMM

SIPR

Office

Open Office

Weights

Gym

Storage

Corridor

Assembly

Janitor

WOMEN'S

LOCKER

WOMEN'S

RESTROOM

MEN'S

RESTROOM

MEN'S

LOCKER

ELEC &

PLUMB

Weights

SCALE: 1/4" = 1'-0"E1.2

3 ENLARGED WEIGHT ROOM

.24 .20

SCALE: 1/8" = 1'-0"IT1.1

1 FLOOR PLAN - INFORMATION TECHNOLOGIES

Classroom

ELEC &

PLUMB

COMM

SIPR 110

Office 105 Office 104

Open Office

Weights

Gym

Storage

Corridor

Assembly

Janitor

WOMEN'S

LOCKER

WOMEN'S

RESTROOM

MEN'S

RESTROOM

MEN'S

LOCKER

1 2 3 4 5 6 8

A A

A.1

D.1

D D

SCALE: 1/4" = 1'-0"IT1.1

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COMM

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IT1.1

CWH

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%%UNOTES:

AutoCAD SHX Text REFER TO CABLE TRAY PENETRATION DETAIL A5 SHEET IT2.1 FOR ADDITIONAL INFORMATION. REFER TO PENETRATION DETAIL E1 SHEET IT2.1 FOR ADDITIONAL INFORMATION. 3/4" CONDUIT SLEEVE FOR SOUND/PAGING CABLE. EXTEND TO FIRST FLOOR COMM ROOM. 2EA 4" CONDUIT SLEEVES CONNECTING CABLE TRAYS. FIELD SELECT ROUTE TO AVOID OBSTRUCTIONS. 3/4" CONDUIT WITH #18 SHIELDED TWISTED PR CABLE TO AMPLIFIER IN COMM ROOM. 2EA 4" CONDUIT COMMUNICATIONS SERVICE DUCT. EXTEND TO COMM ROOM. SEE ENLARGED COMM ROOM DETAIL. PROPOSED SECURITY PANEL LOCATION. COORDINATE WITH OWNER. SECURITY ROUGH-IN ONLY. ADVANTOR "SSO" PANEL. SECURITY ROUGH-IN, EXTEND 3/4" CONDUIT WITH PULL WIRE TO "SSO" PANEL LOCATION. APPROXIMATE EXISTING LOCATION OF COPPER SERVICE ENTRANCE CABLE. SET A NEW 36"H x24"W x12"D. NEMA 4X ENCLOSURE. INSTALL A NEW 6.5"x28.4" STAINLESS SHELL SPLICE CASE (ARMADILLO #8000626 OR EQUAL) THEREIN AND EXTEND 50 PAIR COPPER THRU BEP IN COMM ROOM AND TO RACK MOUNTED TERMINAL BLOCK, AND TERMINATE. APPROXIMATE LOCATION OF EXISTING FIBER SERVICE ENTRANCE CABLE. MAINTAIN DURING CONSTRUCTION, AND EXTEND TO RACK IN COMM ROOM AS REQUIRED.

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1. COMM AND ELECTRICAL OUTLETS MOUNTED IN CASEWORK, COMM AND ELECTRICAL OUTLETS MOUNTED IN CASEWORK, COORDINATE WITH MILLWORK SUB CONTRACTOR. ENSURE CONDUIT PATHWAY IS UNOBSTRUCTED, USE OF FLEX CONDUIT INSIDE MILLWORK MAY BE ALLOWED ONLY WHERE CONDUIT IS ACCESSIBLE TO ALLOW REMOVAL AND REINSTALLATION OF CONDUCTORS. (TYPICAL ALL DORM ROOMS)

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File details come from the government source that posted it. Updated Jun 26, 2020.