W912QR23B0016_CorrectedFinal_Plans_Vol1-0000.pdf

PDF 14 MB Posted Aug 14, 2023

Attached to: Demolition of Wassom Middle School and Jackson Elementary School at Fort Campbell, KY
Solicitation number: W912QR23B0016
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity to demolish two schools at Fort Campbell, Kentucky. The solicitation number is W912QR23B0016 and was issued by the Department of the Army Corps of Engineers Engineering District Louisville for the demolition of Wassom Middle School and Jackson Elementary School. The related file is a 14MB PDF titled W912QR23B0016_CorrectedFinal_Plans_Vol1-0000.pdf and contains project plans and specifications. Offerors are required to demolish both school buildings and any associated structures, with work to be completed by December 2023. Pricing will be fixed-price and the contract is set aside for small businesses.

View the file

Other files

File	Type	Posted
W912QR23B0016 - Bid Opening Results.pdf	PDF	Sep 21, 2023
W912QR23B0016-0002.pdf	PDF	Sep 19, 2023
W912QR23B0016_CERTFinal_Plans_Vol2-0001.pdf	PDF	Sep 13, 2023
W912QR23B0016_CERTFinal_Plans_Vol1-0001.pdf	PDF	Sep 13, 2023
W912QR23B0016_CERTFinal_Specs-0001.pdf	PDF	Sep 13, 2023
W912QR23B0016_Pre-Bid Attendance Roster - 30 AUG 2023.pdf	PDF	Sep 11, 2023
W912QR23B0016_CorrectedFinal_Plans_Vol2-0000.pdf	PDF	Aug 14, 2023
W912QR23B0016_CorrectedFinal_Specs-0000.pdf	PDF	Aug 14, 2023

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US Army Corps of Engineers ®

SHEET ID

U S

M Y C O R

O F

R S

D R

N B Y:

B Y:

D B Y:

C H

D B Y:

E D

C O N

T N O

N N O

3 5 7 9 11 13 15 17 19

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

K D

C R

O N

Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

Au to de sk D oc s:

//F t C am pb el l S ch oo ls D em ol iti on /W

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L, K Y

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O N O F W

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S C H O O L

MAY 2023

FORT CAMPBELL, KY

DEMOLITION OF WASSOM MIDDLE SCHOOL

P2# 502811

CORRECTED FINAL SUBMITTAL

DRAWING INDEX

SHEET

NUMBER Sheet Discipline SHEET NAME

GENERAL

G-000 GENERAL COVER SHEET

G-101 GENERAL VICINITY MAP, LOCATION MAP, AND CONSTRUCTION HAUL ROUTE

CIVIL

C-001 CIVIL ABBREVIATIONS AND LEGENDS

C-002 CIVIL GENERAL CIVIL NOTES

C-003 CIVIL ENVIRONMENTAL RECORD OF CONSIDERATIONS

CD101 CIVIL EXISTING CONDITIONS AND DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CG101 CIVIL GRADING AND EROSION CONTROL PLAN

C-501 CIVIL CIVIL DETAIL

C-502 CIVIL CIVIL DETAIL

ARCITECTURE

A-001 ARCITECTURE LEGENDS AND ABBREVIATIONS

AD101 ARCITECTURE DEMOLITION PLAN - OVERALL

AD001 ARCITECTURE GENERAL DEMOLITION NOTES

AD102 ARCITECTURE DEMOLITION PLAN - AREA A

AD103 ARCITECTURE DEMOLITION PLAN - AREA B

AD104 ARCITECTURE DEMOLITION PLAN - AREA C

AD105 ARCITECTURE DEMOLITION ROOF PLAN - OVERALL

AD901 ARCITECTURE WALKTHROUGH IMAGES

AD902 ARCITECTURE WALKTHROUGH IMAGES

AD903 ARCITECTURE WALKTHROUGH IMAGES

AD904 ARCITECTURE WALKTHROUGH IMAGES

AD905 ARCITECTURE WALKTHROUGH IMAGES

AD906 ARCITECTURE WALKTHROUGH IMAGES

AD907 ARCITECTURE EXTERIOR WALKTHROUGH IMAGES

AD908 ARCITECTURE EXTERIOR WALKTHROUGH IMAGES

AD909 ARCITECTURE EXTERIOR WALKTHROUGH IMAGES

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14 August 2023

W912QR23B0016

GIL

GATE 7 ROAD

MORGAN RD.

INDIANA AVE.

BASTOGNE AVE.

42ND ST.

SCREAMING

EAGLE BLVD.

JACKSON RD.

T C

PBELL BLVD

T C

PBELL BLVD

G O

R G

AVE

FORREST RD.

42ND ST.

EED

AVE.

35TH ST.

33RD ST.

FORT

CAMPBELL

PROJECT SITE

GATE 7

COMMERCIAL

GATE

HAUL ROUTE

VISITOR

CENTER

SCALE: N.T.S.A1 VICINITY MAP AND CONSTRUCTION HAUL ROUTE

NORTH

SCALE: N.T.S.L9 LOCATION MAP

NORTH

HAUL ROUTE

SITE LOCATION

LEGEND

C .G

C O R R

T C

L, K Y

N O

F W

M M

C H

O O

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

RT CAM

PBELL BLVD.

PURPLE HEART

PARKWAY

DOVER ROAD

101ST AIRBORNE

DIVISIO

N ROAD

WOODLAWN

LANDFILL

VISITOR

CENTER

PROJECT SITE

SCALE: N.T.S.A14LANDFILL LOCATION MAP

NORTH

MABRY RD.

ANGELS RD.

FORT CAM

PBELL

GATE 7

COMMERCIAL

GATE

ORN

TO WOODLAWN

LANDFILL

HAUL ROUTE

G -1

-W

M .d w g

Y M

, L

O C

N M

, A

N D

C O

R U

O N

L R

O U

G-101

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AutoCAD SHX Text

NASHVILLE

AutoCAD SHX Text

STATE OF TENNESSEE

AutoCAD SHX Text

KNOXVILLE

AutoCAD SHX Text

CHATTANOOGA

AutoCAD SHX Text

LOUISVILLE

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LEXINGTON

AutoCAD SHX Text

STATE OF KENTUCKY

* THE LIST OF ABBREVIATIONS AND THE LEGENDS

MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN

THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

AC ACRE OR ASBESTOS CEMENT

AGGR AGGREGATE

ALUM ALUMINUM

ASPH ASPHALT CEMENT

ASSY ASSEMBLY

B BACKWASH

BC BACK OF CURB

BCCMP BITUMINOUS COATED

CORRUGATED METAL PIPE

BE BOTTOM ELEVATION

BFP BACKFLOW PREVENTER

BITUM BITUMINOUS

BLDG BUILDING

BLV BALL VALVE

BM BENCHMARK

BV BUTTERFLY VALVE

BW BACK OF WALL

C CHORD

CATV CABLE TELEVISION

CATVo CABLE TELEVISION (OVERHEAD) CATVu CABLE TELEVISION

(UNDERGROUND)

CB CATCH BASIN

CC CENTER TO CENTER

CES CIVIL ENGINEERING SQUADRON

CF CUBIC FEET

C&G CURB & GUTTER

ChL CHORD LENGTH ChB CHEMICAL TREATMENT

CI CURB INLET

CISP CAST IRON SOIL PIPE

C CENTERLINE

CLR CLEAR

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CMU CONCRETE MASONRY UNIT

COL COLUMN LINE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CARPOOL PARKING SPACE

CV CHECK VALVE

CY CUBIC YARDS

D MAIN DRAIN

DA DRAINAGE AREA

DB DRAIN BASIN

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

DWCPP DOUBLE-WALLED CORRUGATED

PLASTIC PIPE

DWCB DOUBLE-WING CATCH BASIN

DWG DRAWING

E EAST

Eo ELECTRICAL CABLE (OVERHEAD) Eu ELECTRICAL CABLE

(UNDERGROUND)

EF EACH FACE

EL ELEVATION

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EW EACH WAY

EX EXISTING

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FILTER RETURN

FES FLARED END SECTION

FEV FUEL EFFICIENT VEHICLE

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIN FINISHED

FL FLOOR DRAIN

FM FORCE MAIN

FP FIRE PROTECTION

FS FLOW SWITCH

FT FEET or FOOT

FW FIRE WATER

GAL GALLON

GALV GALVANIZED

GE GUTTER ELEVATION

GLV GLOBE VALVE

GP GUARD POST

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

GV GATE VALVE

HC ACCESSIBLE PARKING

HDPE HIGH-DENSITY POLYETHYLENE

PIPE

HDWL HEADWALL

HG HYDROGEN GAS

HP HIGH POINT

HTW HIGH TEMPERATURE WATER

HW HARDWOOD TREE

HR HIGH TEMPERATURE, HIGH

PRESSURE WATER RETURN

HS HIGH TEMPERATURE, HIGH

PRESSURE WATER SUPPLY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IP IRON PIN

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

L LENGTH

LF LINEAR FEET or LINEAR FOOT

LP LOW POINT

LA LANDSCAPE AREA

MAX MAXIMUM

ME MATCH EXISTING GRADE

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MON MONUMENT

MTR METER

M/U MAKE-UP

N NORTH

N/A NOT APPLICABLE

NaOCL SODIUM HYPOCHLORITE SOLUTION

NG NATURAL GAS

No NUMBER

NONRCP NON-REINFORCED CONCRETE PIPE

NTS NOT TO SCALE

OC ON CENTER

OCB OUTLET CONTROL BOX

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OHPL OVERHEAD POWER LINE

OT ORNAMENTAL PIPE

PC POINT OF CURVE

PD POSITIVE DISPLACEMENT

PE POLYETHYLENE

PF POINT OF FROG

1/2PF 1/2 POINT OF FROG

PFI POINT OF FROG INTERSECTION

PG PRESSURE GAUGE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

POV PRIVATELY OWNED VEHICLES

PL PROPERTY LINE

PS POINT OF SWITCH

PSF POUNDS PER SQUARE FOOT (or

FEET)

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE or

POLYVINYLCHLORIDE PIPE

PVMT PAVEMENT

PVT POINT OF VERTICAL INTERSECTION

PW POTABLE WATER

R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REINF REINFORCEMENT

ROW RIGHT OF WAY

RR RAILROAD (COMPANY)

RRT RAILROAD TRACK STRUCTURE

RW RAW WATER

R/W RIGHT OF WAY

S SOUTH or SLOPE SD STORM DRAIN or STORM SEWER

SHT SHEET

SS or Sx SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSE SANITARY SEWER EASEMENT

SSFM SANITARY SEWERAGE FORCE MAIN

SSMH SANITARY SEWER MANHOLE

ST STORM SEWER

STA STATION

STM STEAM

STMH STORM SEWER MANHOLE

SWCB SINGLE-WING CATCH BASIN

T TANGENT

To TELEPHONE (OVERHEAD) Tu TELEPHONE (UNDERGROUND)

TB THRUST BLOCK

TBM TEMPORARY BENCHMARK

TC TOP OF CURB ELEVATION

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE CABLE

TFTG TOP OF FOOTING

TG TOP OF GRATE ELEVATION

TH THICK

THK THICKNESS

THREL THROAT ELEVATION

TP TOP OF PAVEMENT ELEVATION

TS TOP OF SLAB ELEVATION

TW TOP OF WALL ELEVATION

TYP TYPICAL

UC UNDERGROUND COMMUNICATIONS

UE UNDERGROUND ELECTRICAL

UNO UNLESS NOTED OTHERWISE ON

DRAWINGS

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

V/PG VACUUM PRESSURE GAUGE

VP VANPOOL

W WATER or WEST Wx EXISTING WATER LINE

W/ WITH

WD WIDE

WI WEIR INLET

WS WATER SURFACE

WWF WELDED WIRE FABRIC

ABBREVIATIONS*

C .G

C O R R

T C

L, K Y

N O

F W

M M

C H

O O

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

LINEAR ITEM TO BE DEMOLISHED &

REMOVED

DEMOLISH & REMOVE ASPHALT

PAVEMENT & BASE

DEMOLISH & REMOVE SIDEWALK ,

CONCRETE PAD & BASE

DEMOLISH & REMOVE BUILDING

CONSTRUCTION LIMITS

EXISTING SANITARY SEWERSS SS

EXISTING STORM WATER SEWERST ST

EXISTING OVERHEAD ELECTRICOE OE

EXISTING UNDERGROUND COMMUNICATIONUC UC

EXISTING GAS LINEG G

W W EXISTING WATER MAIN

CONTOUR (2')

FLAG POLE

BOLLARD

FIRE HYDRANT

WATER VALVE

WATER METER

SAN. SEWER MANHOLE

EXISTING CONDITIONS LEGEND DEMOLITION LEGEND

X X X FENCE

C/L C/L

EROSION CONTROL LEGEND

SILT FENCE

TEMPORARY ROCK CONSTRUCTION

ENTRANCE

FINAL STABILIZATION SEED GRASS

TEMPORARY SEDIMENT PROTECTION

XX XX

GRADING LEGEND

SPOT ELEVATION640.1

OVERHEAD LIGHTS

SITE LEGEND

CONCRETE SIDEWALK

S SLOPE ARROW

EXISTING UNDERGROUND ELECTRICUE UE

TREES

DEMOLISH TREE AND STUMP

UCTV UCTV EXISTING UNDERGROUND COMCAST LINE

C -0

-W

M .d w g

N S

C-001

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AutoCAD SHX Text

C .G

C O R R

T C

L, K Y

N O

F W

M M

C H

O O

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY, STATE

AND FEDERAL REGULATIONS APPLICABLE TO THE CONSTRUCTION OF

THIS PROJECT.

2. ALL DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

3. ALL EXISTING INFORMATION SHOWN HEREON WAS OBTAINED FROM

INSTALLATION PROVIDED RECORD DRAWINGS AND GEOGRAPHICAL

INFORMATION SYSTEM (GIS) FILES. EXACT LOCATION OF ALL

INFORMATION MUST BE FIELD VERIFIED.

4. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY ALL

PROJECT AREAS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE

DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE

DEMOLITION AND CONSTRUCTION WORK BEGINS.

5. TOTAL DISTURBED ACREAGE = ± 10.9 ACRES.

6. PRIOR TO ANY CONSTRUCTION OR DIGGING, THE CONTRACTOR SHALL

CONTACT KENTUCKY 811 AT "811" FOR ALL PUBLIC UTILITY LOCATING

THAT INCLUDES JACOBS, CLARKSVILLE GAS, AND CITY LIGHTS AND

POWER. THE CONTRACTOR SHALL COORDINATE WITH DIRECTORATE OF

PUBLIC WORKS (DPW) FOR REGIONAL NETWORK ENTERPRISE CENTER

(RNEC) TO LOCATE PRIVATE UTILITIES.

7. THERE ARE NO WETLANDS OR STREAMS WITHIN 200 FT OF PROJECT

SITE.

8. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF ANY

DEWATERING REQUIREMENTS FOR CONSTRUCTION AND INCLUDE IN THE

BASE BID.

9. COMMERCIAL ACCESS TO THE BASE IS RESTRICTED TO THE

COMMERCIAL GATE AT GATE ROAD 7 OFF OF FORT CAMPBELL BLVD.,

HOURS OF OPERATION ARE 24 HOURS A DAY MONDAY THROUGH

SUNDAY; EXCLUDING HOLIDAYS.

10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO

START OF WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE

FEATURES. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND

SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION.

ANY DAMAGES TO EXISTING UTILITIES AND/OR SITE FEATURES CAUSED

BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO

COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR).

11. ALL COMMERCIAL TRAFFIC MUST STAY ON THE DESIGNATED HAUL

ROUTE ROADWAYS AT ALL TIMES.

12. CONTRACTOR'S LAY DOWN AND STORAGE AREA SHALL BE LOCATED

WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT AND SHALL BE

LOCATED OFF OF ANY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR

FENCING AND SECURITY OF HIS/HER LAY DOWN AND STORAGE AREA.

13. CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENTS AND EXISTING

UTILITIES TO REMAIN FROM HEAVY EARTH MOVING EQUIPMENT.

PROVIDE TRAFFIC CONTROL MEASURES AT ALL EQUIPMENT CROSSINGS.

14. THE SITE IS NOT PART OF AN INSTALLATION RESTORATION PROGRAM. IF

CONTAMINATED SOILS OR GROUNDWATER IS ENCOUNTERED, CONTACT

THE COR IMMEDIATELY.

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY,

DISPOSE OF IN A LEGAL MANNER, AND FINAL GRADE WITH REQUIRED

SITE IMPROVEMENTS FOUND HEREIN.

2. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL OUTSIDE THE LIMITS

OF DEMOLITION PRIOR TO ANY CONSTRUCTION. SURVEY WORK SHALL

BE PERFORMED BY LICENSED & REGISTERED KENTUCKY LAND

SURVEYOR.

3. THERE ARE NO BORROW AREAS ON GOVERNMENT PROPERTY. ALL

BORROW SHALL BE OBTAINED BY THE CONTRACTOR FROM PRIVATE

SOURCES.

4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR

TO CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN ON THIS PLAN.

PROCEED WITH EXTREME CAUTION WHEN EXCAVATING FOR NEW

CONSTRUCTION.

5. BEFORE DEMOLISHING ANY UTILITY THE CONTRACTOR SHALL ENSURE

THAT THERE IS AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE

UTILITY TO BE REMOVED.

6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF IT AT THE WOODLAND LANDFILL.

7. PROTECT TREES AND VEGETATION TO REMAIN FROM DAMAGE DURING

THE CONSTRUCTION OPERATIONS.

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AREA AND PROVIDE PROTECTION

AGAINST WATER DAMAGE AND SOIL EROSION.

2. ALL SIDEWALKS ARE 6' WIDE UNLESS NOTED OTHERWISE.

3. ALL AREAS USED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION

LIMITS TO INCLUDE STAGING AREAS AND PARKING AREAS SHALL BE

RESTORED TO THE EXISTING CONDITION OR BETTER AT THE END OF THE

PROJECT AND TO THE SATISFACTION OF THE GOVERNMENT.

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS AND FOR ALL FINISHED GRADING.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. CONTRACTOR SHALL ENSURE THAT ALL EXISTING TOPS OF MANHOLES,

VALVES AND UTILITY BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

4. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS

OF EXISTING UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO

BEGINNING CONSTRUCTION.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER

INDICATED ON THESE PLANS OR NOT, TO VERIFY THE LOCATION DEPTH

AND CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND

PROTECT THEM FROM DAMAGE.

1. JACOBS WILL DISCONNECT AND CAP THE WATER LINES ON SITE FROM

THE MAINS. THE CONTRACTOR SHALL COORDINATE WITH JACOBS ON

THE TIMING FOR THE DISCONNECTION. THE CONTRACTOR SHALL

DEMOLISH REMAINING UTILITY TO THE BUILDING AS SHOWN ON THE

DRAWINGS.

2. JACOBS WILL DISCONNECT AND CAP THE SANITARY SEWER LINES ON

SITE FROM THE MAINS. THE CONTRACTOR SHALL COORDINATE WITH

JACOBS ON THE TIMING FOR THE DISCONNECTION. THE CONTRACTOR

SHALL DEMOLISH REMAINING UTILITY TO THE BUILDING AS SHOWN ON

THE DRAWINGS.

3. CLARKSVILLE WILL DISCONNECT, CAP, AND PURGE NATURAL GAS LINE

ON SITE FROM THE MAIN. THE CONTRACTOR SHALL COORDINATE WITH

CLARKSVILLE ON THE TIMING FOR THE DISCONNECTION. THE

CONTRACTOR SHALL DEMOLISH REMAINING UTILITY TO THE BUILDING AS

SHOWN ON THE DRAWINGS.

4. CITY LIGHTS AND POWER WILL DISCONNECT ELECTRICAL LINES. THE

CONTRACTOR SHALL COORDINATE WITH CITY LIGHTS AND POWER ON

THE TIMING FOR THE DISCONNECTION. THE CONTRACTOR SHALL

DEMOLISH REMAINING UTILITY TO THE BUILDING AS SHOWN ON THE

DRAWINGS.

5. COMCAST WILL DISCONNECT COAX LINE. THE CONTRACTOR SHALL

COORDINATE WITH COMCAST ON THE TIMING FOR THE DISCONNECTION.

THE CONTRACTOR SHALL DEMOLISH REMAINING UTILITY TO THE

BUILDING AS SHOWN ON THE DRAWINGS.

6. RNEC WILL DISCONNECT COMMUNICATION LINES. THE CONTRACTOR

SHALL COORDINATE WITH RNEC ON ON THE TIMING FOR THE

DISCONNECTION. THE CONTRACTOR SHALL DEMOLISH REMAINING

UTILITY TO THE BUILDING AS SHOWN ON THE DRAWINGS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES THAT MIGHT HAVE EXISTING UTILITIES ON-SITE TO

DETERMINE IF ANY UTILITY EXIST AND HOW TO HANDLE. ENGINEER

CANNOT BE RESPONSIBLE FOR EXISTENCE OR LOCATION OF

UNDERGROUND UTILITIES.

8. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY DEMOLITION

SHALL BE IN COMPLIANCE WITH REQUIREMENTS OF FORT CAMPBELL

AND THE UTILITY OWNER.

1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY

OTHER CONSTRUCTION.

2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR

CONTINUAL MAINTENANCE OF EROSION CONTROL MEASURES AS

SHOWN ON THE DRAWINGS AND STATED IN THE SPECIFICATIONS.

3. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL BE

PLACED AS REQUIRED TO CONTROL EROSION.

4. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND

EROSION FROM LEAVING THE PROPERTY LIMITS.

5. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS

ON-SITE. CONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO

PREVENT EROSION AND SEDIMENT TRANSPORT DURING

CONSTRUCTION.

6. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND

VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.

7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF

NECESSARY, SHALL BE IMPLEMENTED AS DIRECTED BY THE

CONTRACTING OFFICER.

8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY

THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, ANY LAND DISTURBING ACTIVITY.

9. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL

MEASURES, AS SHOWN ON THE APPROVED PLANS SHALL RESULT IN ALL

WORK ON THE CONSTRUCTION SITE BEING STOPPED UNTIL PROPER

CORRECTIVE MEASURES HAVE BEEN MET.

10. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING

THE DATE OF ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL

RECEIVED, DURATION OF RAINFALL EVENT, INSPECTION NOTES, AND

ANY REPAIRS OR CLEANING OF EROSION CONTROL DEVICES. LOG

RECORDS SHALL BE SUPPLIED TO THE COR ON A MONTHLY BASIS.

11. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF

FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE

FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL

OR TREAT THE SEDIMENT SOURCE.

12. ALL RUNOFF LEAVING THE SITE SHALL BE FILTERED THROUGH SILT

FENCES AND FILTERS PRIOR TO DISCHARGE OFF-SITE. CONTRACTOR

SHALL BE RESPONSIBLE FOR MAINTAINING THIS REQUIREMENT ON-SITE

DURING ALL PHASES OF CONSTRUCTION.

13. NO LAND DISTURBING ACTIVITY MAY BEGIN UNTIL ALL PERIMETER

EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND

FUNCTIONAL.

14. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE

ACCOMPLISHED WITHIN 14 DAYS AFTER FINAL GRADING OR OTHER

EARTH WORK.

15. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER

PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY

TEMPORARY MEASURES AS SOON AS POSSIBLE.

16. SOIL STOCKPILES SHALL BE STABILIZED IF LEFT UNDISTURBED FOR 7 OR

MORE DAYS.

17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY

THE CONTRACTOR AT THE END OF THE PROJECT AFTER FINAL

STABILIZATION.

18. ALL DISTURBED AREA SHALL BE STABILIZED WITH TEMPORARY OR

PERMANENT SEEDING AS OUTLINED IN SPECIFICATION 32 92 19.

19. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS

FOR ALL CONTRACTOR REQUIREMENTS RELATED TO ENVIRONMENTAL

PROTECTION, THE CONSTRUCTION GENERAL PERMIT, AND THE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS

FOR THIS PROJECT.

CIVIL EROSION CONTROL NOTESGENERAL CIVIL SITE NOTESGENERAL CIVIL NOTES

GENERAL CIVIL DEMOLITION NOTES

GENERAL UTILITY NOTES

CIVIL GRADING AND DRAINAGE NOTES

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RECORD OF ENVIRONMENTAL CONSIDERATION

ENVIRONMENTAL COMPLIANCE REQUIREMENTS

AIR QUALITY:

1. ANY REFRIGERANT SHALL BE REMOVED BY A CERTIFIED TECHNICIAN FROM AIR CONDITIONING EQUIPMENT PRIOR TO REMOVAL/DEMOLITION. THE CONTRACTOR SHALL OBTAIN RECOVERY CYLINDERS FROM THE FORT CAMPBELL, KENTUCKY, POLLUTION PREVENTION OPERATIONS CENTER (PPOC) BUILDING 5209. THE CONTRACTOR SHALL TAKE ANY RECOVERED

REFRIGERANT BACK TO THE PPOC BUILDING 5209.

2. MAINTAIN ALL EXCAVATIONS, STOCKPILES, ACCESS ROADS, WASTE AREAS, AND ALL OTHER WORK AREAS FREE FROM EXCESS DUST TO SUCH A REASONABLE DEGREE AS TO AVOID CAUSING A HAZARD OR NUISANCE.

TOXIC SUBSTANCE CONTROL ACT (TSCA):

3. THIS PROJECT COVERS BUILDINGS OR STRUCTURES THAT CONTAIN KNOWN ASBESTOS, LEAD-BASED PAINT, AND/OR LEAD-CONTAINING PAINT MATERIALS. THIS PROJECT MAY ALSO ENCOUNTER MATERIALS THAT ARE UNKNOWN BECAUSE DESTRUCTIVE SAMPLING METHODS WERE NOT USED DURING INITIAL INSPECTIONS. LIMITED, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) BASED INFORMATION WILL BE AVAILABLE THROUGH THE DPW TOXIC SUBSTANCES CONTROL ACT (TSCA) PROGRAM. TO ADEQUATELY COMPLY WITH THE FEDERAL AND STATE NATIONAL EMISSION

STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP) REGULATIONS, A THOROUGH

PRE-DEMOLITION/PRE-RENOVATION ASBESTOS INSPECTION AND NESHAP REPORTING SHALL BE REQUIRED FOR ALL BUILDINGS AND STRUCTURES. THE REQUIRED THOROUGH INSPECTION MUST BE COMPLETED IN FRONT OF THE CONTRACTING OFFICER AND ABATEMENT MUST BE COMPLETED BEFORE ANY OTHER WORK BEGINS. THE TOXIC SUBSTANCES CONTROL ACT (TSCA) PROGRAM INFORMATION HAS BEEN PROVIDED AND A PRE-DEMOLITION INSPECTION HAS BEEN CONDUCTED FOR THIS ACTION. CONTRACTING ACTIONS MUST ADDRESS THESE CONDITIONS AND REQUIRE THE CONTRACTOR TO SPECIFY CONTROL MEASURES IAW THE FORT CAMPBELL (FTC) TECHNICAL DESIGN GUIDE. IN ANY CASE, COORDINATION MUST BE MADE WITH THE ENVIRONMENTAL DIVISION AND TSCA PROGRAM PRIOR TO THE DISTURBANCE OF MATERIALS OR DEMOLITION ACTIVITIES. CONTACT THE TSCA OFFICE AT 270-798-9604 OR 270-798-9635.

THE FOLLOWING REGULATIONS MAY BE APPLICABLE TO THIS PROJECT: AR200-1, 29CFR1926, AND 29CFR1910; AS WELL AS 40CFRPARTS 61 (NESHAP REPORTING), & 745 (LBP ACTIVITY REQUIREMENTS). THE FOLLOWING TN LAWS AND REGULATIONS MAY ALSO APPLY FOR LBP (1200-01-18 & 0400-13-01) & ASBESTOS (1200-01-03).

WATER QUALITY:

4. REVIEW EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) AND PERMANENT STORMWATER MANAGEMENT REQUIREMENTS PER CAM REG 200-1 AND DETAILED IN THE FORT CAMPBELL STORMWATER MANAGEMENT PLAN AND CHECKLIST. CONTACT CRYSTAL ALFARO, WATER QUALITY/STORMWATER PROGRAM MANAGER, AT 270-798-9858 WITH QUESTIONS. COMPLETE A DETAILED SITE-SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP). SUBMIT TO THE ENVIRONMENTAL DIVISION FOR REVIEW. COE DISTRICT WILL OBTAIN COVERAGE FROM THE KENTUCKY (KY) DIVISION OF WATER FOR KENTUCKY POLLUTANT DISCHARGE ELIMINATION SYSTEM (KPDES)/CONSTRUCTION GENERAL PERMIT FOR PROJECT. ONCE COVERAGE IS RECEIVED PROVIDE TO STORMWATER PROGRAM AND OBTAIN FORT CAMPBELL EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PERMIT/PROJECT NUMBER. USE BEST MANAGEMENT PRACTICES (2012 TENNESSEE HANDBOOK HAS DESIGN SPECIFICATIONS) TO PREVENT MUDDY RUNOFF CAUSED BY SOIL DISTURBANCE FROM ENTERING WET WEATHER CONVEYANCES AND STORM SEWER SYSTEMS. THE CONTRACTOR MUST EVALUATE POST-CONSTRUCTION STORMWATER MANAGEMENT ACCORDING TO LOW IMPACT DEVELOPMENT (LID) AND EISA SECTION

438. THE STORMWATER INFRASTRUCTURE PLANS MUST INCLUDE MAINTENANCE PROCEDURES FOR THE INSTALLATION’S

USE. THE CONTRACTOR SHALL STABILIZE AND RE-VEGETATE TO 70 PERCENT COVER.

HAZARDOUS MATERIALS:

5. THE EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT (EPCRA) REQUIRES THAT SITE-SPECIFIC INFORMATION CONCERNING HAZARDOUS CHEMICALS USE AND RELEASES SHALL BE PROVIDED. A HAZARDOUS MATERIAL AS PER 29 CFR 1910.1200 IS ANY SUBSTANCE THAT IS A PHYSICAL OR HEALTH HAZARD. THE CONTRACTOR SHALL MAINTAIN AN INVENTORY OF HAZARDOUS MATERIALS AND ASSOCIATED MATERIAL SAFETY DATA SHEETS (MSDS) OR SAFETY DATA SHEETS (SDS USING THE ATTACHED FTCKY HAZMAT INVENTORY FORM. THIS INVENTORY SHALL BE PROVIDED ON A SEPARATE SUBMITTAL SHEET TO THE CONTRACTING OFFICER AT LEAST 10 WORKING DAYS BEFORE THE HAZARDOUS MATERIALS ARE BROUGHT ON TO THE INSTALLATION. NOTE: IF NO HAZARDOUS MATERIAL IAW 29 CFR

1910.1200 IS TO BE BROUGHT ONTO THE INSTALLATION NOTE THAT ON THE INVENTORY FORM AND SUBMIT THE FORM.

QUESTIONS IN REFERENCE TO THE EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT (EPCRA) SHALL BE DIRECTED TO THE POLLUTION PREVENTION BRANCH, ENVIRONMENTAL DIVISION, TELEPHONE 270-798-9771.

HAZARDOUS WASTE:

6. NO LIQUIDS OR HAZARDOUS WASTE CREATED OR USED DURING THE CONSTRUCTION OF THE FACILITY SHALL BE DEPOSITED IN THE LANDFILL. DISPOSAL OF SUCH WASTE SHALL BE DONE IN ACCORDANCE WITH ENVIRONMENTAL REGULATIONS. MANIFESTS FOR DISPOSAL MUST BE COORDINATED THROUGH THE DPW ENVIRONMENTAL DIVISION. IF ANY FLUORESCENT TUBES OR ELECTRICAL BALLASTS ARE REMOVED DURING RENOVATION/DEMOLITION, THEY MUST BE RECYCLED BY AN APPROVED FACILITY. ANY HAZARDOUS WASTE GENERATED DURING RENOVATION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORS IN REGARD TO REGULATORY STORAGE AND DISPOSAL REQUIREMENTS. ALL HAZARDOUS WASTES GENERATED DURING THIS CONTRACT MUST ALSO BE MANIFESTED OFF-POST. THE MANIFEST SHALL BE SUBMITTED FOR REVIEW AND SIGNATURE PRIOR TO TRANSPORTING ANY MATERIALS OFF THE INSTALLATION.

SOLID WASTE:

7. ALL WASTES & RECYCLABLES GENERATED FROM CONSTRUCTION AND DEMOLITION PROJECTS ON FORT CAMPBELL REMAIN THE PROPERTY OF THE FEDERAL GOVERNMENT UNTIL PROPERLY DISPOSED OF IN AN APPROVED MANNER. THE MANAGEMENT OF C&D WASTE/RECYCLABLES MUST BE IN COMPLIANCE WITH THE ASSISTANT CHIEF OF STAFF FOR INSTALLATION MANAGEMENT (ACSIM) POLICY “SUSTAINABLE MANAGEMENT OF WASTE IN MILITARY CONSTRUCTION, RENOVATION, AND DEMOLITION ACTIVITIES”, DATED FEB. 6, 2006, AND FORT CAMPBELL POLICY.

8. NOTE: WASTE MANAGEMENT GUIDANCE CAN BE FOUND IN THE INSTALLATION TECHNICAL DESIGN GUIDE SECTIONS: 02 41 00; 2.1.5 AND APPENDIX A-7. NO WASTES OR RECYCLABLES SHALL BE DISPOSED OF AT OFF-INSTALLATION SITES WITHOUT PRIOR APPROVAL OF THE WASTE MANAGEMENT PLAN BY THE CONTRACTING OFFICER. NO SALVAGEABLE MATERIAL. C&D MUST BE TAKEN TO WOODLAWN LANDFILL. PER ACSIM POLICY, IT IS REQUIRED TO DIVERT A MIN. OF 60% OF ALL C&D WASTE FROM THE WOODLAWN LANDFILL. FINAL REQUIRED SUBMITTAL FOR TRACKING SOLID WASTE DIVERSION SHALL BE SUBMITTED TO DPW”. PER FORT CAMPBELL TECHNICAL DESIGN GUIDE, IF THE QUANTITY OF CONCRETE IS MORE THAN 20YD, THE DEMOLITION OF CONCRETE IS TO BE GRINDING DOWN TO SIZE 57 OR ANY SIZE THAT IS SUITABLE FOR THE SUB-BASE AT THE SITE. EXISTING SUB-GRADE MATERIALS, WHICH ARE CONSIDERED STRUCTURAL MATERIALS, WITH A PROOF PROCTOR, SHALL BE REUSED AT THE SITE. THE UNUSED SUB-GRADE MATERIALS, WITH PROOF PROCTOR, SHALL

BE DELIVERED TO THE BORROW PIT, WITH AN APPROVED PERMIT, ISSUED AT PPOC.

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N:1762112.49 E:1142946.00

N:1762071.58 E:1142758.16

N:1762117.26 E:1142476.86

N:1762034.08 E:1142094.86

N:1761919.65 E:1142119.77

N:1761923.48 E:1142137.36

N:1761718.02 E:1142182.10

N:1761714.19 E:1142164.51

N:1761361.72 E:1142241.26 N:1761344.27

E:1142268.43

N:1761371.69 E:1142394.35

N:1761356.80 E:1142397.59

N:1761452.36 E:1142836.41

N:1761788.16 E:1142763.29

A1 EXISTING CONDITIONS AND DEMOLITION PLAN

NORTH

SCALE: 1" = 60' 0 60' 120'

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED

FROM INSTALLATION PROVIDED RECORD DRAWINGS AND

GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES.

CONTRACTOR SHALL FIELD SURVEY THE SITE AND VERIFY

ALL UTILITIES IN ACCORDANCE WITH GENERAL CIVIL NOTES

4, 6, AND 10 ON SHEET C-002.

2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

3. REFER TO C-002 FOR GENERAL CIVIL NOTES.

4. THE CONTRACTOR SHALL DEMOLISH AND REMOVE SIDEWALK

AND BASE TO THE NEAREST JOINT ALONG GORGAS AVENUE

AND FORREST ROAD WITHIN THE CONSTRUCTION LIMITS.

5. CONTRACTOR SHALL GRADE AND LEVEL THE BUILDING AREA,

PLAYGROUNDS, SIDEWALK, PARKING AND DRIVEWAY

DEMOLITION AREA WITH SATISFACTORY MATERIAL TO

ADJACENT GRADE ELEVATION. THE DEMOLITION AREA SHALL

BE GRADED AND COMPACTED IN ACCORDANCE WITH

SPECIFICATION 31 00 00.00 06. THE CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE OF THE AREA WITH NO

PONDING OF WATER.

6. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

IN WRITING FOR THE UTILITY PROVIDER TO DISCONNECT AND

CAP SERVICE LINES TO THE BUILDING. REFER TO GENERAL

UTILITY NOTES FOR THE WORK TO BE DONE BY THE UTILITY

PROVIDER.

7. THE CONTRACTOR SHALL REMOVE THE KNOX BOX PRIOR TO

DEMOLITION AND TURN IT OVER TO FIRE DEPARTMENT.

COORDINATE LOCATION OF KNOX BOX WITH FIRE

DEPARTMENT

8. CONSTRUCTION LIMIT COORDINATES SHOWN ARE FOR

REFERENCE ONLY. THE DATUM USED IS NAD 1983

TENNESSEE STATE PLANE ZONE AS PROVIDED BY THE

INSTALLATION IN GIS DATABASE. THE CONTRACTOR SHALL

PERFORM FIELD SURVEY TO ESTABLISH THE LIMITS OF

DISTURBANCE AS PART OF THEIR SWPPP PREPARATION.

1. DEMOLISH BUILDING 175 AND 176, ALL FOUNDATIONS, AND

ASSOCIATED CONCRETE ELEMENTS

2. CONSTRUCTION LIMITS. ALL SURFACE FEATURES LOCATED

WITHIN THE CONSTRUCTION LIMITS SHALL BE DEMOLISHED

AND REMOVED, WHETHER SHOWN OR NOT.

3. DEMOLISH CONCRETE SIDEWALK, RAMP, STOOP AND

MECHANICAL EQUIPMENT PAD

4. SAW CUT PAVEMENT WITH STRAIGHT EDGE

5. DEMOLISH BITUMINOUS PAVEMENT AND BASE

6. DEMOLISH CONCRETE BOLLARDS

7. DEMOLISH LIGHT POLE, CONCRETE BASE, AND SECONDARY

CIRCUITS

8. DEMOLISH FLAG POLE AND CONCRETE BASE

9. DEMOLISH CONCRETE CURB AND GUTTER

10. DEMOLISH FENCE

11. DEMOLISH MONUMENT SIGN AND CONCRETE BASE

12. DEMOLISH CONCRETE BENCH

13. DEMOLISH SANITARY SEWER LINE

14. DEMOLISH SANITARY SEWER MANHOLE / CLEANOUT

15. DEMOLISH WATER LINE

16. DEMOLISH NATURAL GAS LINE

17. DEMOLISH UNDERGROUND ELECTRICAL LINE

18. DEMOLISH COMMUNICATION DUCT BANK

19. DEMOLISH TREES AND STUMPS IN ITS ENTIRETY

20. DEMOLISH UNDERGROUND COMCAST LINE

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SIDEWALK

A1 SITE PLAN

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SCALE: 1" = 60' 0 60' 120'

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED

FROM INSTALLATION PROVIDED RECORD DRAWINGS AND

GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES.

CONTRACTOR SHALL FIELD SURVEY THE SITE AND VERIFY

ALL UTILITIES IN ACCORDANCE WITH GENERAL CIVIL NOTES

4, 6, AND 10 ON SHEET C-002.

2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

3. REFER TO C-002 FOR GENERAL CIVIL NOTES.

1. CONCRETE SIDEWALK - SEE DETAIL E16/C-501. MATCH

EXISTING SIDEWALK WIDTH.

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A1 GRADING AND EROSION CONTROL PLAN

NORTH

SCALE: 1" = 60' 0 60' 120'

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED

FROM INSTALLATION PROVIDED RECORD DRAWINGS AND

GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES.

CONTRACTOR SHALL FIELD SURVEY THE SITE AND VERIFY

ALL UTILITIES IN ACCORDANCE WITH GENERAL CIVIL NOTES

4, 6, AND 10 ON SHEET C-002.

2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

3. REFER TO C-002 FOR GENERAL CIVIL NOTES.

1. CONSTRUCTION LIMITS

2. TEMPORARY SILT FENCE - SEE DETAIL A1/C-501

3. FINAL STABILIZATION SEED GRASS AREA PER SPECIFICATION

32 92 19

4. TEMPORARY CONSTRUCTION ENTRANCE - SEE DETAIL

J13/C-501

5. TEMPORARY SEDIMENT TRAP - SEE DETAIL K1/C-501

6. TEMPORARY SILT FENCE J HOOKS - SEE DETAIL A10/C-502

7. MATCH EXISTING ELEVATION

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1/2" EXPANSION JOINT BETWEEN WALK AND PAVING OR

ADJACENT STRUCTURE AND AT ALL CONSTRUCTION

JOINTS

4" THICK 4,000 PSI @ 28 DAYS

FINISHED

GRADE

4" CRUSHED

AGGREGRATE (ABC)NOTES:

1.) ALL CONTROL JOINTS SHALL BE HAND TOOLED AND

NOT SAW-CUT

2.) MAXIMUM CROSS SLOPE IS 1

4 " PER 1-FT

3.) SEE DETAIL A16/C-501 FOR JOINT DETAILS

EXPANSION JOINTS @ 50' MAX. SPACING

AND AT JUNCTIONS WITH OTHER

STRUCTURES AND RIGID PAVING.

EXPANSION JOINT

CONTRACTION JOINT SHALL DIVIDE

SIDEWALK INTO SQUARE PANELS. SPACING

OF CONTRACTION JOINTS SHALL EQUAL

THE WIDTH OF THE SIDEWALK.

CONTRACTION JOINT

NOTE: NOTE:

1/4" RADIUS

FINISH

1/8"

1/2"

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

A16 SIDEWALK JOINT DETAILS

NO SCALE

E16 CONCRETE SIDEWALK

NO SCALE

24" COMPACTED SUBGRADE PER

SPECIFICATION 31 00 00

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2 IN. WIDE LATH

FILTER FABRIC

HARDWOOD POSTS

2 IN. X 2 IN.

COMPACTED EARTH

BACKFILL TRENCH WITH

FILTER FABRIC

RUNOFF

COMPACTED

EARTH

LATH

SHOWN BELOW

OR V-BOTTOM TRENCH

USE EITHER FLAT-BOTTOM

RUNOFF

BURY FABRIC

RUNOFF

FILTER FABRIC

LATH (ATTACH WITH

2 IN. X 2 IN.

HARDWOOD POSTS

SILT FENCE INSTALLATION

FLAT BOTTOM TRENCH SECTION

FABRIC ATTACHMENT DETAIL

1-1/2 - INCH STAPLES

MAXIMUM SPACING = 6 FT.

6 IN.

12 IN

6 IN.

MINIMUM

MIN. 5 PER STAKE)

MATERIAL SPECIFICATION

WARP - 120MIN. TENSEL STRENGTH (LBS)

FILL - 100ASTM D-4632

40MAX. ELONGATION (%)

ASTM D-4632

#30APPARENT OPENING SIZE

MAX. SIEVE SIZE (ASTM D-4751)

25MAX. FLOW RATE (GAL/MIN/SF)

GDT - 87

80ULTRAVIOLENT STABILITY

ASTM D-4632 AFTER 300 HOURS PER ASTM D-4355

WARP - 120MIN. BURSTING STRESS (PSI)

FILL - 100ASTM D-3786

MIN. FABRIC WIDTH (IN)

NO SCALEA1 SILT FENCE

NO SCALEK1 TEMPORARY SEDIMENT TRAP

MIN. OF 3'-0" APART.

INSPECT SEDIMENT TRAP AFTER EACH

RAINFALL EVENT AND CLEAN OR REPAIR

JOINTS MUST OVERLAP TO NEXT STAKE.

FASTEN FABRIC SECURELY TO FRAME.

OF COMPACTED BACKFILL.

PLACE BOTTOM 12" OF THE FABRIC INTO

A TRENCH AND BACKFILL THE TRENCH WITH

AT LEAST 4" OF CRUSHED STONE OR 12"

DRIVE STAKES 18" INTO GROUND AT A

STAKES TO BE 2 X 4 WOOD OR EQUIVALENT

METAL WITH A MIN. LENGTH OF 3'-0".

-0

FABRIC

BURIED

AS NECESSARY.

STAKE

GRATE

STAKE FABRIC

1' -6

INLET FRAME

M 3'

-0

2 X 4 WOOD FRAME FASTEN FABRIC

TO 2 X 4 FRAME

6" MIN.

ENTRANCE ELEVATION

NO SCALEJ13 TEMPORARY CONSTRUCTION ENTRANCE

EXIT DIAGRAM

6" MIN.

50' MIN.

20' M

IN.

FLOW

(IF NEEDED)

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42 IN.

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM

THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE

DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL

STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF

VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE

TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN

DRAINAGE DITCHES.

8. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW

OF MUD ONTO THE ROAD. THIS MAY REQUIRE REPAIR AND/OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

9. TEMPORARY CONSTRUCTION EXIT SHALL BE REMOVED WHEN NO

LONGER REQUIRED. ANY EXPOSED AREAS SHALL BE IMMEDIATELY

STABILIZED.

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DRAWING ABBREVIATIONS

A --------------------

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACC ACCESSIBLE

ACCS ACCESSORIES

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

ALUM ALUMINUM

ANDZ ANODIZED

A/C AIR CONDITIONING

& AND

APPD APPROVED

APPROX APPROXIMATE(LY)

A/E ARCHITECT/ENGINEER

ARCH. ARCHITECTURAL

ABA ARCHITECTURAL BARRIERS ACT

ASSY ASSEMBLY

@ AT

A/V AUDIO/VISUAL

AVG AVERAGE

B --------------------

BRG BEARING

B.M. BENCH MARK

BTM BOTTOM

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BD BOARD

BDRY BOUNDRY

BR BRICK

B.U. BUILT UP

C --------------------

CPT CARPET

CI CONTINUOUS INSULATION

CTR CENTER

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CJ CONTROL JOINT

COL COLUMN

COMM COMMUNICATION(S)

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CO CLEAN OUT

CLR CLEAR

CONTR CONTRACTOR

D --------------------

DEMO DEMOLITION

DEPT DEPARTMENT

D DEPTH

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

D.F. DRINKING FOUNTAIN

DBL DOUBLE

DN DOWN

DOC DOCUMENT

DS DOWNSPOUT

DR DOOR

D.O. DOOR OPENING

DWG DRAWING

E --------------------

EA EACH

E EAST

ELEC ELECTRICAL

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EXP EXPOSED

EXP.STR. EXPOSED STRUCTURE

ENG ENGINEER

F --------------------

FSTNR FASTENER

FGRG FIBERGLASS REINFORCED

GYPSUM

FIN FINISH

FF FINISHED FACE

FIN FLR FINISHED FLOOR

FIN GRD FINISHED GRADE

FA FIRE ALARM

FH FIRE HYDRANT

FE FIRE EXTINGUSHER

FEC FIRE EXTINGUSHER CABINET

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRMG FRAMING

FT FOOT (FEET)

G --------------------

G.I. GALVANIZED IRON

GL GRID LINE

GA GAUGE

GALV GALVANIZED

GLAZ GLAZING

GFCI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

H --------------------

HC HANDICAPPED

HDWR HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING VENTILATION & AIR

CONDITIONING

HT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIB

I ---------------------

IBC INTERNATIONAL BUILDING CODE

IN INCH(ES)

ID INSIDE DIAMETER

IM INSULATED METAL

INSUL INSULATION

INT INTERIOR

J ---------------------

JST BRG JOIST BEARING

JT JOINT

JAN JANITOR

K --------------------

KPD KEYPAD

KPL KICKPLATE

KIT KITCHEN

L --------------------

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LIN LINEAR

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG. LONGITUDE

LG LONG

LVR LOUVER

LP LOW POINT

LMBR LUMBER

M -------------------

MFR MANUFACTURER

M.O. MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODIFY

MB MOISTURE BARRIER

N --------------------

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O --------------------

OFC OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OH OPPOSITE HAND

ORIG ORIGINAL

OA OVERALL

OD OVERFLOW DRAIN

OS OVERFLOW SCUPPER

P --------------------

PTD PAINTED

PR PAIR

PNL PANEL

PAR PARAPET

PTN PARTITION

PAT PATTERN

PERF PERFORATED

PERIM PERIMETER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PWR POWER

PTD PRESSURE TREATED

PA PUBLIC ADDRESS

Q --------------------

QTY QUANTITY

R --------------------

R RADIUS OR RISER

RLG RAILING

RECEP RECEPTIONIST

REC RECESSED

REF/RE: REFER OR REFERENCE

RCP REFLECTED CEILING PLAN

REINF REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRED

RES RESILIENT

RB RESILIENT BASE

RF RESILIENT FLOORING

REST RESTROOM

RVL REVEAL

REV REVISIONS/REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSED

RD ROOF DRAIN

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S ---------------------

SCHED SCHEDULE

SHT SHEET

SHT MTL SHEET METAL

SIM SIMILAR

SGL SINGLE

SCW SOLID CORE WOOD

S.C. SOLID CORE

SJ SCORED JOINT

S.O.W. SCOPE OF WORK

S SOUTH

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT (FEET)

SQ IN SQUARE INCH(ES)

SST STAINLESS STEEL

ST STAIR(S)

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

T ---------------------

TEL TELEPHONE

TV TELEVISION

TEMP TEMPORARY

THK THICKNESS

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

NOTE: THE ABOVE ABBREVIATIONS ARE

STANDARD AND ARE NOT INTENDED AS A

LISTING OF ALL ABBREVIATIONS ON THE JOB.

SYMBOLS LEGEND

A10 0' 2' 4' 8' 16'

VIEW OR DETAIL TITLE

SCALE

DETAIL IDENTIFICATION NUMBER (LOCATION ON

SHEET GRID)

PLAN NORTH

APPROPRIATE BAR SCALE WHERE APPLICABLE

A10

AE201

AI201A4 A8

A10

AE301

A10

AE301

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

DETAIL CALLOUT

NORTH ARROW W/ TRUE NORTH INDICATOR

ELEVATION IDENTIFICATION NUMBER

SHEET WHERE ELEVATION IS LOCATED

SECTION IDENTIFICATION NUMBER

SHEET WHERE SECTION IS LOCATED

ELEVATION IDENTIFICATION NUMBER

SHEET WHERE ELEVATION IS LOCATED

DETAIL IDENTIFICATION NUMBER

SHEET WHERE DETAIL IS LOCATED

AREA COVERED

BY DETAIL

1 SHEET KEYNOTE

A WINDOW TAG

A1 PARTITION TYPE TAG

ROOM NAME

ROOM TAG101

101A DOOR TAG

LEVEL NAME LEVEL TAG10'-0"

1 REVISION TAG

MATERIAL LEGEND

FOR PLANS AND DETAILS

CONCRETE MASONRY UNITS

CONCRETE

RIGID INSULATION

STUCCO

EXTERIOR INSULATION AND

FINISH SYSTEM

BRICK

ALUMINUM

STEEL

FINISHED WOOD

EARTH

SPRAY FOAM INSULATION

BATT INSULATION

NOTE: THE ABOVE MATERIAL INDICATIONS ARE

STANDARD AND ARE NOT INTENDED AS A

LISTING OF MATERIALS ON THE JOB

WIDE FLANGE STEEL COLUMN

SQUARE STEEL COLUMN

ROUND STEEL COLUMN

SQUARE CONCRETE COLUMN

SHEET NUMBERING SYSTEM

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN SERIES

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TOPO TOPOGRAPHY

TRANS TRANSOM

T TREAD

TRTD TREATED

TD TRENCH DRAIN

TYP TYPICAL

U --------------------

UNO UNLESS NOTED OTHERWISE

V --------------------

VER VERIFY

VIF VERIFY IN FIELD

VERT VERTICAL

VCT VINYL COMPOSITION TILE

W -------------------

WC WATER CLOSET

W WEST

W/ WITH

WD WOOD

US Army Corps of Engineers ®

SHEET ID

U S

M Y C O R

O F

R S

D R

N B Y:

B Y:

D B Y:

C H

D B Y:

E D

C O N

T N O

N N O

3 5 7 9 11 13 15 17 19

E M

K D

C R

O N

Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

Au to de sk D oc s:

//F t C am pb el l S ch oo ls D em ol iti on /W

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D S

D A

O N S

R T C

L, K Y

D .R

M .D

D .R

Q .R

C O R R

D F

S U

O N O F W

M M

S C H O O L

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Fi na l_ Pl an s_

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SHEET ID

U S

M Y C O R

O F

R S

D R

N B Y:

B Y:

D B Y:

C H

D B Y:

E D

C O N

T N O

N N O

3 5 7 9 11 13 15 17 19

E M

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C R

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Fi le P at h:

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2 4 6 8 10 12 14 16 18 20

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S C H O O L

1 THE SCHOOL BUIDLING(S) IDENTIFIED FOR DEMOLITION MUST BE COMPLETLY DEMOLISHED AND REMOVED. INCLUDING, BUT NOT LIMITED TO, SYSTEMS, EQUIPMENT, AND REMAINING CONTENTS

IN THE BUILDING(S).

2 THESE CONTRACT DOCUMENTS IDENTIFY, AS COMPLETELY AS POSSIBLE, IN THE DRAWINGS AND SPECIFICATIONS, EXISTING ITEMS OF EQUIPMENT AND CONSTRUCTION THAT ARE REQUIRED TO BE REMOVED OR OTHERWISE DEMOLISHED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE AND FULFILL THE INTENT OF THE WORK BY THE CONTRACT DOCUMENTS. THE INFORMATION PROVIDED IN NO WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO THOSE ITEMS SPECIFICALLY IDENTIFIED. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EXECUTE DEMOLITION WORK, AS REQUIRED. REMOVE ALL EXTERIOR AND INTERNAL EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT WITHIN AREA INDICATED ON DEMOLITION PLAN(S), WHETHER SHOWN OR NOT, INCLUDING, BUT NOT LIMITED TO FLOOR MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES, CASEWORK, ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND SYSTEMS, AS REQUIRED.

3 COORDINATE DEMOLITION SHOWN ON ARCHITECTURAL DRAWINGS WITH DEMOLITION ON REMAINING CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO THE RELATED CIVIL DRAWINGS.

4 INFORMATION CONTAINED WITHIN THESE DOCUMENTS WITH REGARD TO EXISTING CONDITIONS OF CONSTRUCTION IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. THIS INFORMATION HAS BEEN TAKEN FROM DRAWINGS SUPPLIED BY THE GOVERNMENT. THESE DOCUMENTS HAVE ATTEMPTED TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF SUCH EXISTING CONDITIONS, HOWEVER, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY AND DOCUMENT ALL EXISTING DIMENSION, ELEVATIONS, BENCHMARKS, MATERIALS AND METHODS OF CONSTRUCTION, AND TO COORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT DOCUMENTS AND THE EXECUTION OF THE WORK. NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING ANTICIPATED EXISTING CONDITIONS SHALL BE BROUGHT TO THE COR'S ATTENTION IMMEDIATELY.

5 FIELD-VERIFICATION OF EXISTING CONDITIONS RELATED TO SPECIFIC PORTIONS OF THE WORK MUST BE UNDERTAKEN IN ADVANCE TO AVOID UNDUE AND UNREASONABLE DELAYS TO THE PROJECT SHOULD SUCH CONDITIONS BE DISCOVERED. TIMELY IDENTIFICATIONS OF SUCH CONDITIONS MUST PROVIDE FOR A MINIMUM PERIOD OF TEN (10) WORKING DAYS DURING WHICH TIME

THE COR'S WILL EVALUATE THE CONDITIONS AND MAKE RECOMMENDATIONS.

6 THE CONTRACTOR MUST BECOME GENERALLY FAMILIAR WITH THE PROJECT. THE INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO EXISTING CONDITIONS OF CONSTRUCTION NO WAY RELEASES THE GENERAL CONTRACTOR FROM THE RESPONSIBILITY OF VERIFYING COMPLETELY ALL FIELD CONDITIONS RELATING TO AND AFFECTING THE EXECUTION OF THE WORK, AS DESCRIBED IN THESE CONTRACT DOCUMENTS. ANY AREAS OF CONCERN MUST BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO SUBMITTING A PROPOSAL. NO ADDITIONAL CHARGE TO THE GOVERNMENT WILL BE APPROVED WHICH IS ATTRIBUTABLE TO THE CONTRACTOR'S FAILURE TO DO THIS.

7 SEE GENERAL DEMOLITION NOTES, DEMOLITION LEGEND, SELECTIVE DEMOLITION SPECIFICATION, AND THESE DEMOLITION NOTES FOR CONTRACTOR'S SCOPE OF RESPONSIBILITY AND WORK.

DEMOLITION IS INTENDED TO PREPARE A CLEAN SITE.

8 REMOVAL OF SUPPORTS, TRACKS, BUILT-IN STORAGE, CASEWORK, COUNTERS, SHELVING, ETC., SHOWN OR NOT IN DEMOLITION PLAN, WILL BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR, ALONG WITH THE NORMAL DEMOLITION WORK.

9 THE EXISTING BUILDINGS MUST BE DEMOLISHED, COMPLETELY, INCLUDING ITS FOUNDATIONS AND EXISTING UTILITY SERVICES. REFER TO CIVIL FOR SITE TREATMENT.

10 ANY TIME CAPSULES THAT ARE FOUND DURING DEMOLITION MUST BE TURNED OVER TO DODEA

11 ONCE NOTICE TO PROCEDE HAS BEEN ISSUED, CONTRACTOR OWNS AND IS RESPONSIBLE FOR THE DISPOSAL OF EVERYTHING IN THE BUILDING. FOR BIDDING PURPOSES, APPROX 500 CUBIC YARDS OF LOOSE FURNITURE, PALLETIZED AND UNPALLETIZED ITEMS, AND SEMI MOUNTED FURNITURE PRESENT IN THE BUILDING. REFER TO WALKTHROUGH IMAGES.

12 UTILITY DEMOLITION AND CAPPING TO BE COORDINATED WITH THE FOLLOWING PRIVATE UTILITY PROVIDERS:

-CITY LIGHTS AND POWER FOR ELECTRIC - STEVEN TURNER (#570-889-3594)

-JACOBS FOR WATER AND SANITARY SEWER - MATT FREEMON (#615-476-4483)

-CLARKSVILLE FOR NATURAL GAS - ROGER WILSON (#931-614-5303)

13 WASSOM MS WAS STRUCK BY LIGHTNING THAT CAUSED THE TRANSFORMER TO BURN IN 2018. THE VACANT SCHOOL HAS BEEN WITHOUT WORKING ELECTRICITY FOR THE LAST 4-5 YEARS. THE HVAC SYSTEM IS NOT WORKING CAUSING MOLD AND MILDEW THROUGHOUT THE SCHOOL. IN THAT TIME VANDALISM HAS OCCURRED.

MECHANICAL:

1 REFRIGERANT MUST BE REMOVED BY CERTIFIED TECHNICIANS FROM ALL HVAC EQUIPMENT PRIOR TO REMOVAL/DEMOLITION. RECOVERY CYLINDERS MUST BE OBTAINED FROM THE FORT

CAMPBELL, KENTUCKY, POLLUTION PREVENTION OPERATIONS CENTER…

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

File details come from the government source that posted it. Updated Aug 14, 2023.