W912QR21R0002Plans-0000.pdf

PDF 43 MB Posted Mar 16, 2021

Attached to: Conroe Rotary Wing Federal contract opportunity
Solicitation number: W912QR21R0002
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for construction services. The Army Corps of Engineers is soliciting bids to construct a rotary-wing helipad in Conroe, Texas with an estimated cost between $1,000,000 and $5,000,000. The NAICS code is 237310 for heavy and civil engineering construction, and the size determination is $39.5 million. Funds have not yet been appropriated for this project, so no contract award will be made until funding is secured. This will be a single-phase design-bid-build procurement requiring 10% price evaluation preference for HUBZone businesses. Bidders must register in the System for Award Management and comply with various CCR/ORCA requirements outlined in the solicitation. Technical questions should be submitted through the Bidder Inquiry system in ProjNet.

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W912QR21R0002Specs-0002.pdf	PDF	Apr 20, 2021
W912QR21R0002-0001.pdf	PDF	Apr 8, 2021
Conroe Rotary Wing Sign In Sheet 25 March 21.pdf	PDF	Apr 7, 2021
W912QR21R0002Specs-0000.pdf	PDF	Mar 16, 2021

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U.S. ARMY CORPS OF ENGINEERS

LOUISVILLE DISTRICT

UNCLASSIFIED / "FOR OFFICIAL USE ONLY"

CONROE ARMY RESERVE AVIATION BASE, TEXAS

ROTARY WING LANDING PAD

Louisville District

®of Engineers

US Army Corps

PN: 90896

P2#: 467417

CERTIFIED FINAL DESIGN

15 SEPTEMBER 2020

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

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16 March 2021

W912QR21R0002

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G-001

ABBREVIATIONS

CONTROL POINT

DIA DIAMETER

E EASTING/ELECTRICAL

EL ELEVATION

ELECTRICAL MANHOLE

FH FIRE HYDRANT

FL FLOWLINE

FT FEET

G GAS

H HEIGHT

I.D. INSIDE DIAMETER

INV INVERT

LP LIGHT POLE

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

N NORTH/NORTHING

NE NORTHEAST

NTS NOT TO SCALE

NW NORTHWEST

O.D. OUTSIDE DIAMETER

PCC PORTLAND CEMENT CONCRETE

PP POWER POLE

PVC POLYVINYL CHLORIDE

RADIUS

RCP REINFORCED CONCRETE PIPE

SD STORM DRAIN

SE SOUTHEAST

SS SANITARY SEWER

SW SOUTHWEST

TYP TYPICAL

TXDOT TEXAS DEPARTMENT OF

TRANSPORTATION

W WATER

WV WATER VALVE

GENERAL NOTES:

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

5. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCAL

AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR

DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,

CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER IN WRITING. THE DECISION OF

THE CONTRACTING OFFICER SHALL BE CONSIDERED FINAL.

6. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY

MATERIALS.

ACCESS AND SAFETY NOTES:

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH THE

APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND

HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY

CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A

MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

UNLESS COORDINATED OTHERWISE WITH THE CONTRACTING OFFICER.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT

AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE

BASED ON OPERATIONAL REQUIREMENTS OF THE BASE. STAGING AND STOCKPILE LOCATION OFF

PROJECT SITE SHALL BE RETURNED TO ITS ORIGINAL CONDITION, AFTER CONSTRUCTION.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES

SHALL BE PARKED IN THE STAGING AREA.

9. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER

REGARDING CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE

SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO SEARCH BY SECURITY WHEN

ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND

VALID PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS, AND ALL VEHICLES MUST HAVE

CURRENT AND VALID REGISTRATION AND INSURANCE.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE

BASE SECURITY OFFICE IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO

ENTERING SECURE AREAS.

12. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT

ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS.

THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE

CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE

CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL

PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY

SUBCONTRACTORS AND THE CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY

THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN

EMERGENCY:

b. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND

ASSOCIATED ROADWAYS AREAS BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM

WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL

RE-OPENED UNTIL THE CONTRACTING OFFICER HAS COMPLETED INSPECTION AND APPROVED THE

RE-OPENING OF ACTIVE AREAS.

8. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH U.S. ARMY CORPS OF ENGINEERS - SAFETY AND HEALTH

REQUIREMENTS EM 385-1-1 THE STATE OF TEXAS LAWS CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND

SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND U.S. ARMY

CORPS OF ENGINEERS - SAFETY AND HEALTH REQUIREMENTS EM 385-1-1.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED

WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING

ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN.

AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL

AND COMPACT TRENCHES AS SPECIFIED.

CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO

EDGE OF PAVEMENT UNLESS INDICATED OTHERWISE.

DELIVERIES ILLUSTRATED ON G-100 ARE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS SHOWN ON G-100 AND IS

ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN ON G-100. CONTRACTOR'S STAGING

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INDEX OF DRAWINGS

GENERAL:

REQUEST THE CONTRACTING OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE CIVIL:

FFE FINISH FLOOR ELEVATION

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EMERGENCY: 911

ELECTRICAL:

EMH

FBD FLAT BOTTOM DITCH

IF REQUIRED, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF ONE WEEK TO BASE AND

THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.

TL TAXILANE

NO CONSTRUCTION PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER. CONTRACTOR SHALL TAKE

PHOTOS OF PRE-EXISTING CONDITIONS OF ALL ROADS TO BE USED DURING CONSTRUCTION

AND PROVIDE TO THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

SEE DRAWING V-100 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK INFORMATION.

CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM

CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE CONTRACTOR

STAGING AND LAYDOWN AREA DURING CONTRUCTION. SEE SHEET G-100 FOR FENCE LOCATION.

CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS

FENCE LOCATION MAY CHANGE AS THE DIRECTION OF THE CONTRACTING OFFICER.

CL CENTERLINE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

POINT OF TANGENCYPT

O.C. ON CENTER

DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF TWO WEEKS TO THE CONTRACTING OFFICER AND

OFFICER.

AIRFIELD CLEARANCES PLANG-101

LOCATION AND ACCESS PLANG-100

ADDITIONAL GENERAL NOTESG-002

AND ABBREVIATIONS

GENERAL NOTES, INDEX, G-001

REFERENCE DETAILSES702

POWER, GROUNDING AND SPECIAL SYSTEMSES701

EXISTING RACK ELEVATIONSES601

ELECTRICAL SITE DETAILSES502

EXISTING RACK ELEVATIONSES501

LIGHTING SCHEDULESES401

SECURITY PLANES102

ELECTRICAL NEW WORK PLANES101

ELECTRICAL NEW WORK LIGHTING PLANEL101

ONE-LINE DIAGRAMSEA601

ELECTRICAL DETAILS EA504

ELECTRICAL DETAILS EA503

ELECTRICAL DETAILS EA502

ELECTRICAL DETAILS EA501

EXISTING FIREHOUSE BUILDING PLANEA401

AIRFIELD LIGHTING PLANEA102

AIRFIELD LIGHTING PLANEA101

ELECTRICAL DEMOLITION PLANED101

ELECTRICAL LEGEND, ABBREVIATIONS, AND SYMBOLSEA001

EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR

PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD

LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN

UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL

MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS.

CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S

UTILITY DETAILS - 3 OF 3C-507

UTILITY DETAILS - 2 OF 3C-506

UTILITY DETAILS - 1 OF 3C-505

DRAINAGE AND EROSION CONTROL DETAILSC-504

PAVEMENT JOINTING DETAILSC-503

PAVEMENT DETAILSC-502

SITE DETAILSC-501

ACCESS AND SAFETY DETAILSC-500

OVERALL UTILITY PLAN (BASE BID)CU100

GRADING & DRAINAGE PLAN - 2 OF 2 (BID OPTION 1) CG112

GRADING & DRAINAGE PLAN - 1 OF 2 (BID OPTION 1) CG111

OVERALL GRADING & DRAINAGE PLAN (BID OPTION 1)CG110

GRADING & DRAINAGE PLAN - 4 OF 4 (BASE BID) CG104

GRADING & DRAINAGE PLAN - 3 OF 4 (BASE BID) CG103

GRADING & DRAINAGE PLAN - 2 OF 4 (BASE BID) CG102

GRADING & DRAINAGE PLAN - 1 OF 4 (BASE BID) CG101

OVERALL GRADING & DRAINAGE PLAN (BASE BID)CG100

2 OF 2 (BID OPTION 1)

PAVEMENT JOINTING AND ELEVATION PLAN -CP111

1 OF 2 (BID OPTION 1)

PAVEMENT JOINTING AND ELEVATION PLAN -CP110

PLAN (BASE BID)

PAVEMENT JOINTING AND ELEVATIONCP101

(BID OPTION 1)

OVERALL PAVEMENT MARKING PLANCS113

SITE PLAN 2 OF 2 (BID OPTION 1) CS112

SITE PLAN 1 OF 2 (BID OPTION 1) CS111

OVERALL SITE PLAN (BID OPTION 1)CS110

(BASE BID)

OVERALL PAVEMENT MARKING PLANCS105

SITE PLAN - 4 OF 4 (BASE BID)CS104

SITE PLAN - 3 OF 4 (BASE BID) CS103

SITE PLAN - 2 OF 4 (BASE BID)CS102

SITE PLAN - 1 OF 4 (BASE BID)CS101

OVERALL SITE PLAN (BASE BID)CS100

DEMOLITION PLAN (BID OPTION 1)CD110

DEMOLITION PLAN (BASE BID)CD100

BORING LOGSB-101

BORING LOCATION PLANB-100

AND GEOMETRIC CONTROL PLAN

EXISTING CONDITIONS V-100

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

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OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO U.S. ARMY CORPS OF

ENGINEERS - SAFETY AND HEALTH REQUIREMENTS EM 385-1-1.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY

ANY SAFETY CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA

SHALL BE APPROVED BY THE CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION.

REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE

CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED EQUIPMENT WITH

THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL

AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER

RUNOFF.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM WIND CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION

ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR SHALL CONTROL

BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF

SOURCE.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL

AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.

11. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S

OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE

PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

12. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR FIRE

HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL PROVIDE A

MINIMUM ADVANCE NOTICE OF 48 HOURS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER

EMERGENCY SERVICES, OR LONGER AS MAY BE REQUIRED OR COORDINATED WITH THE REGULATORY

AGENCIES HAVING JURISDICTION AND CONTRACTING OFFICER.

13. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING OFFICER SAFETY

REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY

CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

14. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH BASE OPERATIONS SHALL IMMEDIATELY

BE REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE

REMAINDER OF THE PROJECT.

EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT. PREVENTION OF

POLLUTION RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL

EROSION, WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. CONTRACTOR SHALL ENSURE

THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.

CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF SOIL

PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR

INTO A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION AND

SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF

CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION

AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ALL TEMPORARY

SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY, WHO SHALL UTILIZE

APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES OR OTHER MEANS TO CONTROL EROSION AS NEEDED. THE CONTRACTOR SHALL PROVIDE AND

FOLLOW THE EROSION AND SWPPP PLANS AS NEEDED.

4. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN PRIOR TO BEGINNING WORK. THE DEVICES SHALL BE

PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE

CLEANED AND REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER

SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL STRUCTURES FOR

SILT BUILD-UP THAT INTERFERES WITH THE PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND

REPAIR OR REPLACE THOSE STRUCTURES, AS NECESSARY.

5. ALL EXISTING DRAIN INLETS SHALL HAVE SILT FENCE PROTECTION INSTALLED. EROSION PROTECTION MAY

BE REMOVED WHEN VEGETATION IS ESTABLISHED.

6. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE AT LOCATIONS WHERE

CONSTRUCTION TRAFFIC SHALL ENTER THE PROJECT SITE FROM ROADWAYS AND PAVEMENTS.

CONSTRUCTION ACCESS

THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT

FROM TRACKING ONTO PUBLIC ROADWAYS. SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM THE ROAD BY

SHOVELING OR SWEEPING WHEN SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE OR OTHER

PAVED AREA BY EQUIPMENT OR VEHICLES EXITING THE CONSTRUCTION SITE. BULK CLEARING OF

ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA OR THE

POINT OF LIKELY ORIGIN BEFORE THE END OF EACH WORK DAY. ROAD WASHING SHALL BE ALLOWED ONLY

AFTER THE SEDIMENT IS REMOVED IN THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS SHALL BE REVEGETATED. ALL TEMPORARY

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON PROJECT COMPLETION. TRAPPED

SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY CONTROL

MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE PROPER

PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE

STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP

IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED

ONTO THE GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED

ACCORDING TO THE MANUFACTURER RECOMMENDATIONS.

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

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M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

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NUMBER:

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DATE:

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LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

P O

R T

A D

MILITARY DRIVE

W W

D Y

M L

M L M L

M L

V A

R V

E Y

E D

80.3

U D

UD UD UD

U D

D 1E

G-100

R U

N W

A Y

-1

REGIONAL AIRPORT

CONROE-NORTH HOUSTON

MILITARY DRIVE

P O

R T R

O A

CARTWRIGHT ROAD

RTH FARM

TO MARKET 3083ROAD EAST

AIRPORT PKWY

400'0 200'

P O

R T R

O A

LOCATION

PROJECT

LOCATION AND ACCESS PLAN

REGIONAL LOCATION PLAN

SCALE: NTS

A C

C E

S S P

L A

N L

O C

A T

N A

N D

LEGEND:

PROJECT LOCATION

CONTRACTOR'S HAUL ROUTE

PROPERTY LINE

AND LAYDOWN AREA

CONTRACTOR STAGING

SCALE:

R O

B E

R T S

D O

R M

A N

H E

A D

E 3844218.25

N 10124397.07

E 3843790.06

N 10124397.07

SEE NOTE 1

ENTRANCE GATE.

CONTRACTOR

RESERVE CENTER

CONROE

NOTES:

E 3844218.25 N 10124647.07

E 3843790.06 N 10124647.07

ENTRANCE

CONSTRUCTION

STABILIZED

TEMPORARY CONSTRUCTION FENCE

LOW PROFILE BARRICADE

C-500

1"=200'

E 3844311.37

N 10124178.55

E 3844292.31

N 10123236.74

THE PROJECT TO THE SATISFACTION OF THE INSTALLATION.

PERIMETER FOR THE ACTIVE APRON FOR THE DURATION OF

SECURITY FENCE SHALL PROVIDE A CONTINUOUS SECURE

DEMOLITION AND INSTALLATION OF PROPOSED PERIMETER

SEQUENCE OF EXISTING PERIMETER SECURITY FENCE 3.

INSTALLATION.

AIRCRAFT TRAFFIC TO THE SATISFACTION OF THE

COMPLETELY CORDON OFF THE CONSTRUCTION AREA FROM

FROM THE ACTIVE TAXILANE CENTERLINE AND SHALL

LOW PROFILE BARRICADES SHALL BE LOCATED 60' MINIMUM 2.

REQUIREMENTS TO THE CONTRACTOR ENTRANCE GATE.

MANAGER AND ANG PRIOR TO CONSTRUCTION FOR ACCESS

CONTRACTOR SHALL COORDINATE WITH THE AIRPORT 1.

SEE NOTE 2

LOW PROFILE BARRICADES

E P

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

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M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

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P R

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D A

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NUMBER:

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FILE:

DATE:

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LOUISVILLE DISTRICT

P N

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R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

50.3

W M

W V

Y H

U D

UD UD

U D

UD UD

U D

D6D5D4D3D2

UD UD UD

E1 E2 E3 E4 E5 E6

S U

R F

A C

T R

A N

N A

S U

R F

A C

T R

A N

N A

300' WIDE x 800' LONG

ACCIDENT POTENTIAL ZONE

400' LONG

300' WIDE x

CLEAR ZONE

8 (H) : 1 (V)

SURFACE

APPROACH-DEPARTURE

TOP FENCE = 246.00

300'

2 (H) : 1 (V)

SURFACE

TRANSITIONAL

6 NEW PARKING POSITIONS (80' x 100' TYP)

P O

R T P

A R

K W

A Y

A R

Y D

G-101

R O

B E

R T S

D O

R M

A N

H E

A D

244.06

AIRFIELD CLEARANCES PLAN

SCALE: 1" = 100' 200'0 100'

PRIMARY SURFACE

N E E

L 309.94

G R

O U

N D E

L 251.94

ZONE EL 309.89

GROUND EL 251.83

ZONE EL 309.17

GROUND EL 251.17

Z O

N E E

G R

O U

N D E

Z O

N E E

G R

O U

N D E

ZONE EL 316.40

GROUND EL 252.06

ZONE EL 315.61

GROUND EL 251.49

N E E

L 315.05

G R

O U

N D E

L 250.83

P L

A N

L D C

L E

A R

A N

A R

Y S

U R

F A

C E

(BID OPTION 1)

6 PARKING POSITONS, RESTRIPED AT 80' x 100'

1200'

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

.8 a s t

W e

E a

W e

.5 e e l

P ip e

South F/L = 231.16'

North F/L = 233.07'

36" RCP

South F/L = 233.82'

North F/L = 235.68'

36" RCP

South F/L = 236.33'

North F/L = 238.81'

24" PVC

S o u h

N o r

S o u

N o r

.3 e e l

P ip e

E a

W e

E a

W e

South F/L = 247.17'

North F/L = 246.34'

6" PVC

S o u

N o r

C u lv e r ip e

S o u

N o r

C u lv e ip e

E a

N o r

W e

.6 im

S t o m n h o le

E a

W e

E a

W e

E a

N o r

W e

G r a t e

In le t

E a

W e

Sump = 241.54'

Rim = 243.78'

Grate Inlet

South F/L 24" PVC = 238.81' Rim = 243.69'

Storm Manhole

Sump = 241.54'

Rim = 243.78'

Grate Inlet

South F/L 36" RCP = 235.68' North F/L 24" PVC = 236.43' Rim = 242.05'

Storm Manhole

Sump = 236.29'

Rim = 240.09'

Grate Inlet

South F/L 36" RCP = 233.07' North F/L 36" RCP = 233.82' Rim = 240.14'

Storm Manhole

S u p

G r a t e

In le t

S u p

E a

L e e l

N o r

S t o n h o le

Sump = 237.21'

Rim = 239.39'

Grate Inlet

Sump = 238.68'

Rim = 240.66'

Grate Inlet

Sump = 241.01'

Rim = 241.91'

Grate Inlet

Sump = 237.25'

Rim = 240.41'

Grate Inlet

Sump = 240.03'

Rim = 241.84'

Grate Inlet

Sump = 242.32'

Rim = 243.12'

Grate Inlet

Sump = 239.56'

Rim = 242.74'

Grate Inlet

Sump = 242.18'

Rim = 243.93'

Grate Inlet

Sump = 243.90'

Rim = 244.93'

Grate Inlet

Sump = 244.13'

Rim = 245.96'

Grate Inlet

E a

N o r

S a n it a y n h o le

Height = 18.38'

F.F.E. = 249.09'

1 Story Metal

F.F.E. = 245.77'

1 Story Frame

8.3'X8.3'

Electrical Vault on Concrete

Control Panel on Concrete

Control Panel

Electrical Box

C o n c r e t e

T a x iw y r ip in g

Taxiway Striping

F/L 6" PVC = 247.17'

Rim = 248.09'

Grate Inlet

Gate

Transformer

Sump = 235.30'

Rim = 238.87'

Communications Manhole

AIRPORT ROAD

Sump = 246.03

Rim = 246.93

Grate Inlet

Vault Electrical

EL. 238.29

E 3844906.42 N 10123169.27

CP7

(PROPERTY CORNER)

ALUMINUM CAP

EL. 235.09

E 3843672.69 N 10123133.99

CP8

W W

W W W WW

W W

(PROPERTY CORNER)

ALUMINUM CAP

EL. 236.39

E 3844082.49 N 10123125.95

CP6

W V

Y H

W V

237.10 E 3844094.76 N 10123133.07

CP5

(PROPERTY CORNER)

ALUMINUM CAP

EL. 238.46

E 3844979.93 N 10124252.37

CP4

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

247.5

Y H

W V

50.3

W M

W V

Y H

EL. 249.29

E 3844115.94 N 10124258.46

CP1

(PROPERTY CORNER)

ALUMINUM CAP

EL. 249.88

E 3843710.50 N 10124277.54

CP3

EL. 250.73

E 3843522.34 N 10124326.09

CP2

B U

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

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LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

24" CMP

PROPERTY LINE

PERIMETER FENCE

FIRE TRUCK STORAGE BUILDING

VAULT

ELECTRICAL

GUARD BOOTH

VAULT

ELECTRICAL

30" CMP

SSMH

36" STEEL PIPE 24" RCP

COMM MH

TRANSFORMER

24" PVC

PANEL

CONTROL

36" RCP

30" RCP

36" RCP

42" STEEL PIPE

CONTROL PANEL

ELECTRICAL VAULT

GATE

BOX

ELECTRICAL

ELECTRICAL PULL BOX

TRANSFORMER

18" CMP

24" RCP &

6" PVC

GATE

NOTES:

LEGEND:

PROPERTY LINE

LPLPLPLPLPLP

FH FH

CP1

GI CP5

CP6

CL CL CL CL CL CL CL

GI GI

GIGI

GI GRATE INLET

Y H

FIRE HYDRANT

TIE-DOWN

TD TD

LP LIGHT POLE

CP7

LPLP

CENTERLINE LIGHT

IN-PAVEMENT TAXILANE

CENTERLINE

TAXILANE

SIGN

CP3

CP2

CP3

CONTROL POINT

CP4

LP LP

CP8

SDMH

SSMH

SDMH

SDMH SDMH

FH SDMH

SDMH

PERIMETER FENCE

EXISTING

CONTROL POINTS:

SEWER MANHOLE

SANITARY

MANHOLE

STORM DRAIN

C O

N T

R O

L P

L A

N A

N D G

E O

M E

T R

E X

G C

O N

N S

V-100 A1

SCALE:

EXISTING CONDITIONS AND GEOMETRIC CONTROL PLAN

1" = 100'

R O

B E

R T S

D O

R M

A N

H E

A D

GROUNDING POINT

GPGPGPGPGPGPGPGPGPGPGPGPGPGP

GPGP

GP GP GP GP GP GP GP GP GP GP GP GP GP GP

VAULT

ELECTRICAL

TREE LINE

CONTROL PANEL

DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING 8.

SATISFACTION OF THE OWNER.

IMMEDIATELY AND THEY SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE

CONTRACTOR'S OPERATIONS ARE DAMAGED THE CONTRACTOR OFFICER SHALL BE NOTIFIED

OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION OR STRUCTURES DISTURBED BY THE

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF 7.

THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF

THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE, AND

ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES.

PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, 6.

FURTHER WORK COMMENCES.

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE ANY

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE

THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY 5.

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN 4.

AIRPORT ROAD. ELEVATION 250.73

A CONCRETE MONUMENT WITH 3" BRASS DISK SOUTH 9' OF MILITARY DRIVE AND 44' EAST OF

ELEVATION 237.11

A CONCRETE MONUMENT WITH 3" BRASS DISK AT SOUTHWEST FENCE CORNER.

ELEVATION 238.46

5/8" IRON ROD WITH ALUMINUM DISK NEAR THE NORTHEAST FENCE CORNER.

TEMPORARY BENCHMARKS:3.

GEOID 12B DATUM AS PROVIDED BY NGS UPDATE, SEPTEMBER 11, 2012

ELEVATIONS ARE BASED UPON GPS OBSERVATIONS AND ARE ADJUSTED TO NAVD 1988, 2.

TEXAS CENTRAL ZONE, US FOOT (TX83-CF)

BEARINGS ARE BASED UPON THE TEXAS STATE PLAN COORDINATE SYSTEM, NAD 83, 1.

(PROPERTY CORNER)

ALUMINUM CAP235.093843672.6910123133.99CP8

5/8" IRON PIN238.293844906.4210123169.27CP7

(PROPERTY CORNER)

ALUMINUM CAP236.393844082.4910123125.95CP6

(BENCHMARK)

5/8" IRON PIN237.113844094.7610123133.07CP5

(PROPERTY CORNER)(BENCHMARK)

ALUMINUM CAP238.463844979.9310124252.37CP4

(PROPERTY CORNER)

ALUMINUM CAP249.883843710.5010124277.54CP3

(BENCHMARK)

5/8" IRON PIN250.733843522.3410124326.09CP2

5/8" IRON PIN 249.293844115.9410124258.46CP1

DESCRIPTIONELEV.EASTINGNORTHINGCP#

100' 200'0

ONLY

INFORMATION

FOR

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

U .S

A R

M Y E

N G

E E

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T R

C O

R P

S O

F E

N G

E E

R S

L O

L E

K E

N T

U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

AIRPORT ROAD

E D

Y H

W V

Y H

W V

Y H

W V

50.3

W M

W V

Y H

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

D6D5D4D3D2

UD UD UD

E1 E2 E3 E4 E5 E6 y

.7 x

B-100

R O

B E

R T S

D O

R M

A N

H E

A D

SCALE: 1" = 60'

LEGEND:

A1 60' 120'0

B O

G L

O C

A T

N P

L A

B-1 BORING

BORING LOCATION PLAN

BORING NOTES:

POINT TABLE

BORING NAME

B-1

B-4

LATITUDE LONGITUDE

B-2

B-3

(FEET)

PLANNED BORING DEPTH

TERRACON IN JANUARY OF 2018.

INVESTIGATION WAS PERFORMED BY

THE SUBSURFACE/GEOTECHNICAL 2.

SEE SUBSURFACE NOTES ON SHEET B-101.1.

ONLY

INFORMATION

FOR

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

D E

S C

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Y M

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

U .S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

L O

L E

K E

N T

U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

B-101

R O

B E

R T S

D O

R M

A N

H E

A D

SUBSURFACE EXPLORATION NOTES:

B O

G L

O G

ONLY

INFORMATION

FOR

11.

10.

BORINGS ARE NOT SHOWN TO SCALE.

ARE INTENDED OR MAY BE IMPLIED IN THAT REGARD.

CONSTRUCTION MEANS, METHODS, SEQUENCES OR COSTS, AND THEREFORE NO REPRESENTATION OR WARRANTIES DESIGN, THE INFORMATION MAY NOT BE COMPLETE OR ADEQUATE FOR CONTRACTOR'S USE IN DETERMINING THE INFORMATION CONTAINED IN THE SUBSURFACE INFORMATION DOCUMENT WAS SUFFICIENT FOR ITS USE DURING

MEASUREMENT.

APPROXIMATE AND TO THE DEGREE OF ACCURACY IMPLIED WITH THE METHODS EMPLOYED OF SURVEYING AND THE ELEVATION AND LOCATION COORDINATES OF THE BORINGS, WATER LEVELS, AND SOIL/ROCK LAYERING ARE

INFORMATION DOCUMENT.

ADDITIONAL WATER LEVEL INFORMATION OBTAINED DURING DRILLING MAY BE CONTAINED IN THE SUBSURFACE

THE BORING LOGS AND IN THE TEXT OF THE GEOTECHNICAL ENGINEERING REPORT DOCUMENT.

AS WELL AS OTHER PARAMETERS. THE METHOD EMPLOYED FOR OBTAINING THESE SAMPLES SHOULD BE IDENTIFIED ON REQUIRED TO ACCOUNT FOR ENERGY VARIATIONS FROM HAMMER TYPE USED (CATHEAD OR AUTOMATIC TRIP HAMMER) SAMPLER A TOTAL OF 12-INCHES ACCORDING TO ASTM D-1586. ADJUSTMENTS IN BLOW COUNTS FOR DESIGN MAY BE "N VALUE" REPRESENTS THE NUMBER OF BLOWS REQUIRED TO ADVANCE A STANDARD PENETRATION TEST, SPLIT-SPOON

BY TERRACON.

SOIL BORINGS WERE MADE AND LOGGED ON THE RESPECTIVE DATE(S) BY PERSONNEL AS IDENTIFIED ON THE BORING

CLEARLY DEFINED.

OF THESE BOUNDARIES ARE APPROXIMATE AND THE TRANSITIONS BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS WITH SIMILAR ENGINEERING CHARACTERISTICS. LOCATIONS WERE BASED ON OBSERVATIONS DURING DRILLING, AN EXTRAPOLATION OF INFORMATION OBTAINED BY INSPECTING RESULTS OBTAINED FROM THE LABORATORY TESTING. STRATIFICATION BOUNDARIES INDICATED ON THE BORING LOGS THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING DRILLING ACTIVITIES AND THE MORE DEFINITIVE

ENGINEER REGARDING ITS USE OR APPLICATION TO THEIR INTENDED CONSTRUCTION ACTIVITIES.

THAT BIDDERS AND CONTRACTORS OBTAIN A COPY OF THE COMPLETE DOCUMENT AND CONSULT A GEOTECHNICAL AVAILABLE TO BIDDERS AND CONTRACTORS, COORDINATE WITH THE CONTRACTING OFFICER. IT IS RECOMMENDED ADDITIONAL INFORMATION IS CONTAINED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT WHICH IS

INVESTIGATION AND THE TIME OF CONSTRUCTION.

IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND SHOULD BE ANTICIPATED BETWEEN THE TIME OF OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE CONDITIONS FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER CONDITIONS CAN BE INFLUENCED BY SOURCES

CONTRACTOR'S RISK.

LOCATIONS. ANY ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC CONDITIONS BETWEEN BORINGS IS AT THE SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS OCCURRING AT THESE SPECIFIC BORING

LOCATIONS AND ON THE PARTICULAR DATE DESIGNATED ON THE LOGS.

THE BORING LOGS AND RELATED INFORMATION, INCLUDING WATER LEVELS, DEPICT CONDITIONS ONLY AT THE SPECIFIC

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

W W W WW

Y H

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VALVE NOT SURVEYED

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50.3

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O N

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A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

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N B

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N E

D B

D A

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C H

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LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

W W

KEYPLAN N

REMOVE GATE

CD100

50' 100'0

DEMOLITION PLAN (BASE BID)

LEGEND:

FENCE REMOVAL

REMOVAL

PAVEMENT MARKING

SAW CUT PAVEMENT

GRUBBING

CLEARING AND

PROPERTY LINE

REMOVE CHAIN LINK FENCE

REMOVE LIGHT POLE

LP LP LP LP LP LP

Y H

W V

REMOVE FIRE HYDRANT

REMOVE WATER VALVE

FH WV FH

SCALE: 1" = 50'

R O

B E

R T S

D O

R M

A N

H E

A D

CLEARING AND GRUBBING

APPROXIMATE LIMITS OF

E 3844100.17

N 10123140.36

E 3844285.96

N 10123419.60

E 3844295.76

N 10123902.70

REMOVE 8" WATER LINE

REMAIN (TYP)

GROUNDING POINTS TO

EXISTING TIE DOWN AND

DO NOT DISTURB.

FIRE TRUCK STORAGE BUILDING.

NOTES:

E 3844082.49

N 10123125.95

E 3843672.69

N 10123133.99

E 3843710.61

N 10124277.65

E 3844202.31

N 10123238.56

E 3844177.10

N 10123239.07

REMAIN

PROTECT CONCRETE TO

SAWCUT FULL DEPTH.

WATERLINE

REMOVE

CONCRETE PAD

PANEL AND

REMOVE CONTROL

CONCRETE PAD

PANEL AND

REMOVE CONTROL

E 3844221.59

N 10124179.77

E 3844196.13

N 10124180.34

VALVES (TYP 3)

HYDRANT AND

REMOVE FIRE

PAVEMENT SECTION REMOVAL

FULL DEPTH ASPHALT

TIE DOWN

GROUNDING POINT

(B A

S E B

D E

M O

N P

7 TO REMAIN IN BASE BID

(TYP)

PARKING POSITIONS

EXISTING 80' x 80'

171.85'620'149.56'

E 3844297.39

N 10123980.94

E 3844205.90

N 10123410.37

E 3844218.43

N 10124030.25

TO REMAIN

AND TRENCH DRAIN

PROTECT CONCRETE

SAW CUT FULL DEPTH.

REMOVAL (2)

POSITION MARKING

EXISTING PARKING

E 3844161.41

N 10123222.10

NEW EXPANSION

CAP WATER LINE FOR

E 3844121.80

N 10124262.51

E 3844186.69

N 10124241.23

FOR NEW EXPANSION

CAP WATERLINE

REMOVAL (2)

POSITION MARKING

EXISTING PARKING

OF THE INSTALLATION.

OF THE PROJECT TO THE SATSIFACTION

THE ACTIVE APRON FOR THE DURATION

CONTINUOUS SECURE PERIMETER FOR

SECURITY FENCE SHALL PROVIDE A

INSTALLATION OF PROPOSED PERIMETER

SECURITY FENCE DEMOLITION AND

SEQUENCE OF EXISTING PERIMETER 4.

OFFICER.

SATISFACTION OF THE CONTRACTING

PAVEMENT TO REMAIN AT THE

UNDERMINING BASE COURSE OF THE

THE CONTRACTOR SHALL REMEDIATE ALL

ASPHALT PAVEMENT SECTION AS SHOWN,

UPON THE REMOVAL OF THE EXISTING 3.

ELECTRICAL UTILITY DEMOLITION.

SEE ELECTRICAL DRAWINGS FOR 2.

BOUNDED BY THE PROPERTY LINE.

ALL TREES WITHIN THE PROJECT LIMITS

CONTRACTOR SHALL CLEAR AND GRUB 1.

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

Y H

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50.3

W M

B U

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O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

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NUMBER:

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DATE:

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L O

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LOUISVILLE DISTRICT

P N

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G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

.0D

W V

VALVE NOT SURVEYED

Y H

247.5

Y H

W V

50.3

W M

W V

Y H

W W

KEYPLAN N

CD110

50' 100'0

DEMOLITION PLAN (BID OPTION 1)

LEGEND:

FENCE REMOVAL

REMOVAL

PAVEMENT MARKING

SAW CUT PAVEMENT

GRUBBING

CLEARING AND

PROPERTY LINE

REMOVE LIGHT POLE

Y H

W V

REMOVE FIRE HYDRANT

REMOVE WATER VALVE

SCALE: 1" = 50'

R O

B E

R T S

D O

R M

A N

H E

A D

REMOVE 8" WATER LINE

REMAIN (TYP)

GROUNDING POINTS TO

EXISTING TIE DOWN AND

DO NOT DISTURB.

FIRE TRUCK STORAGE BUILDING.

NOTES:

PAVEMENT SECTION REMOVAL

FULL DEPTH ASPHALT

TIE DOWN

GROUNDING POINT

P T

D E

M O

N P

L A

OFFICER.

SATISFACTION OF THE CONTRACTING

PAVEMENT TO REMAIN AT THE

UNDERMINING BASE COURSE OF THE

THE CONTRACTOR SHALL REMEDIATE ALL

ASPHALT PAVEMENT SECTION AS SHOWN,

UPON THE REMOVAL OF THE EXISTING 3.

ELECTRICAL UTILITY DEMOLITION.

SEE ELECTRICAL DRAWINGS FOR 2.

COMPLETED UNDER THE BASE BID.

ALL CLEARING AND GRUBBING SHALL BE 1.

(TYP)

PARKING POSITIONS

EXISTING 80' x 80'

E 3844297.39

N 10123980.94 E 3844286.06

N 10123421.90

REMAIN

AND TRENCH DRAIN TO

PROTECT CONCRETE

SAWCUT FULL DEPTH.

REMOVAL (7)

POSITION MARKING

EXISTING PARKING

REMAIN

TRENCH DRAIN TO

REMAIN

TRENCH DRAIN TO

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

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O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

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FILE:

DATE:

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E E

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L O

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U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

AIRPORT ROAD

E D

Y H

W V

Y H

W V

Y H

W V

50.3

W M

W V

Y H

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

(B A

S E B

O V

E R

A L L S

E P

L A

CS100

PROPERTY LINE

FENCE

SECURITY

NEW

LEGEND:

PROPERTY LINE

ASPHALT PAVEMENT

SHOULDER PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

SCALE: 1" = 60'

R O

B E

R T S

D O

R M

A N

H E

A D

EDGE/APPROACH LIGHT

POLE-MOUNTED LIGHT

SECURITY CAMERA

FIRE HYDRANT

WATER VALVE

WVWV

CL FBD

CS102CS101

CS104CS103

C-502

C-501

DOUBLE-SWING GATE

C-501

(80' x 80' TYP)

IN BASE BID

POSITIONS TO REMAIN

7 EXISTING PARKING

TAXILANE

HELIPAD

OVERALL SITE PLAN (BASE BID)

100.00'

25.00' 50.00' 25.00'

25.00' 100.00' 25.00' 293.57'

25.00' 172.11'

25.00'50.00' 25.00' 71.85'

CROSSING

FENCE AT DITCH C4

C-501

E 3844100.17

N 10123140.36

SECURITY FENCE

MATCH EXISTING

E 3844121.80

N 10124262.51

SECURITY FENCE

MATCH EXISTING

222.93'

620.00'

60' 120'0

GENERATOR PAD

RELOCATED RACK PAD

WINDCONE

SITE QUANTITIES:

SECURITY FENCE (NEW) = 1,861 LF

ASPHALT PAVEMENT = 17,290 SY

CONCRETE PAVEMENT = 1,112 SY

50.00'

.0 0'

NOTES:

INSTALLATION.

THE PROJECT TO THE SATISFACTION OF THE

FOR THE ACTIVE APRON FOR THE DURATION OF

PROVIDE A CONTINUOUS SECURE PERIMETER

PROPOSED PERIMETER SECURITY FENCE SHALL

FENCE DMOLITION AND INSTALLATION OF

SEQUENCE OF EXISTING PERIMETER SECURITY 1.

8' SECURITY FENCE

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

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FILE:

DATE:

U .S

A R

M Y E

N G

E E

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T R

C O

R P

S O

F E

N G

E E

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L O

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U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

Y H

W V

50.3

W M

U D

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

CS101

E 3844121.80

N 10124262.51

FENCE CORNER

MATCH EXISTING

M A

T C

H L

E S

E E D

R A

G C

S F

O R C

O N

U A

CABLE

UNDERGROUND

EXISTING

SITE PLAN 1 OF 4 (BASE BID)

MATCHLINE - SEE DRAWING CS103 FOR CONTINUATION

PROPERTY LINE

LEGEND:

PROPERTY LINE

STORAGE BUILDING

FIRE TRUCK

EXISTING

ASPHALT PAVEMENT

SHOULDER PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

CP1

LANDING PAD

ROTARY WING

NEW CONCRETE

SCALE: 1" = 30'

R O

B E

R T S

D O

R M

A N

H E

A D

EDGE/APPROACH LIGHT

POLE-MOUNTED LIGHT

FIRE HYDRANT

WATER VALVE

ELECTRICAL

UNDERGROUND

EXISTING

E 3843823.37

N 10123786.80 E 3843847.85

N 10123761.29

E 3843947.83

N 10123759.26

E 3844219.96

N 10124105.23

CONCRETE PAVEMENT

MATCH EXISTING

C-502

NOTES:

C-501

CL FBD

FOUNDATION

TO EXISTING TRENCH DRAIN

MATCH PROPOSED ASPHALT

E 3844119.46

N 10124189.85

BEGIN FBD

E 3844220.78

N 10124143.74

CONCRETE PAVEMENT

MATCH EXISTING

E 3844221.46

N 10124179.83

E 3844196.47

N 10124180.87

E 3844195.60

N 10124130.73

C-502

8' SECURITY FENCE

SEE NOTE 1 (TYP)

30' 60'0

PAD (18' x 6')

RELOCATED RACK

PAD (12.5' x 5')

GENERATOR

WINDCONE

LIGHTS.

INFORMATION ON ELECTRICAL EQUIPMENT AND

SEE ELECTRICAL DRAWINGS FOR MORE 1.

E 3844124.76

N 10124246.85

E 3844122.84

N 10124250.90

WINDCONE

E 3844059.26

N 10124254.09

(B A

S E B

E P

L A

N O

E 3844218.43

N 10124030.25

CONCRETE PAVEMENT

MATCH EXISTING

E 3844218.96

N 10124055.24

CONCRETE PAVEMENT

MATCH EXISTING

E 3843972.83

N 10123758.75

E 3843973.33

N 10123783.75

E 3843947.32

N 10123734.28

C-502

E 3844191.01

N 10124156.14

E 3844186.26

N 10124168.74

25.0 0'

.00

.0 0'

E 3844128.41

N 10124032.08

E 3844022.82

N 10123757.74

EMH

ELECTRICAL MANHOLE

E 3844135.75

N 10124208.30

E 3844141.75

N 10124208.17

E 3844135.39

N 10124190.30

E 3844141.38

N 10124190.18

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

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FILE:

DATE:

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A R

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N G

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L O

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U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

U D

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

CS102

M A

T C

H L

E S

E E D

R A

G C

S F

O R C

O N

U A

SITE PLAN 2 OF 4 (BASE BID)

MATCHLINE - SEE DRAWING CS104 FOR CONTINUATION

LEGEND:

PROPERTY LINE

E 3844100.17

N 10123140.36

SECURITY FENCE

MATCH EXISTING

EXISTING CONCRETE PAVEMENT

ASPHALT PAVEMENT

SHOULDER PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

CP5

CP6

LANDING PAD

ROTARY WING

NEW CONCRETE

R O

B E

R T S

D O

R M

A N

H E

A D

EDGE/APPROACH LIGHT

POLE-MOUNTED LIGHT

FIRE HYDRANT

WATER VALVE

E 3843845.31

N 10123636.32

E 3843820.32

N 10123636.83

E 3843870.82

N 10123660.80

E 3843845.82

N 10123661.31

E 3843920.80

N 10123659.79

E 3843945.29

N 10123634.29

E 3843970.29

N 10123633.78

E 3843945.80

N 10123659.28

E 3844204.33

N 10123335.39

CONCRETE PAVEMENT

MATCH EXISTING

C-502

C-501

18"

CULVERT

SHOULDER

ASPHALT

EXISTING

C-501CROSSING

FENCE AT DITCH

NOTES:

C-507 E1

C-502

8' SECURITY FENCE

C-507

SEE NOTE 1 (TYP)

E 3844177.38

N 10123239.49

E 3844202.31

N 10123238.98

ASPHALT PAVEMENT

MATCH EXISTING

SCALE: 1" = 30'

30' 60'0

WINDCONE

E 3844135.27

N 10123149.33

WINDCONE

E 3843998.30

N 10123152.12

E 3843862.34

N 10123154.88

E 3844205.90

N 10123410.37

CONCRETE PAVEMENT

MATCH EXISTING

E 3844205.38

N 10123385.38

CONCRETE PAVEMENT

MATCH EXISTING

E 3844203.78

N 10123310.40

CONCRETE PAVEMENT

MATCH EXISTING

E 3843970.79

N 10123658.77

E 3843988.16

N 10123683.15

(B A

S E B

E P

L A

N O

24" CULVERT

CL FBD

LIGHTS.

INFORMATION ON ELECTRICAL EQUIPMENT AND

SEE ELECTRICAL DRAWINGS FOR MORE 1.

C-502

E 3844080.09

N 10123255.43

E 3844062.43

N 10123249.09

C-502

FOUNDATION

TRENCH DRAIN

TO EXISTING

ASPHALT

MATCH PROPOSED

E 3844178.83

N 10123310.90

E 3844003.67

N 10123472.39

INLET 1

STORM

E 3844115.81

N 10123412.20

25.00' R

E 3844015.83

N 10123414.24

.0 0'

E 3843940.85

N 10123415.76

25.00' R

50.00'

75.00'

E 3844020.78

N 10123657.76

50.00'

E 3844169.75

N 10123463.76

STORM INLET 2

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

D E

S C

N S

Y M

B O

R E

N S

***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

U .S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

L O

L E

K E

N T

U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

W V

Y H

W V

Y H

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

CS103

M A

T C

H L

E S

E E D

R A

G C

S F

O R C

O N

U A

SITE PLAN 3 OF 4 (BASE BID)

MATCHLINE - SEE DRAWING CS101 FOR CONTINUATION

PROPERTY LINE

LEGEND:

CP3

R O

B E

R T S

D O

R M

A N

H E

A D

SCALE: 1" = 30'

AIRPORT ROAD

POLE-MOUNTED LIGHT

SECURITY CAMERA

PROPERTY LINE

DOUBLE SWING GATE

C-501

CL FBD

NOTE:

LIGHTS.

INFORMATION ON ELECTRICAL EQUIPMENT AND

SEE ELECTRICAL DRAWINGS FOR MORE 1.

8' SECURITY FENCE

30' 60'0

E 3843762.92

N 10123864.65

FBD

E 3843741.17

N 10124270.25

FENCE CORNER

E 3843736.64

N 10124047.36

E 3843744.39

N 10124084.04

E 3843741.24

N 10123929.06

E 3843738.09

N 10123774.13

(B A

S E B

E P

L A

N O

SEE NOTE 1 (TYP)

E 3843746.31

N 10124263.56

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

D E

S C

N S

Y M

B O

R E

N S

***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

U .S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

L O

L E

K E

N T

U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

Y H

W V

Y H

W V

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

W W W WW

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

Y H

W V

VALVE NOT SURVEYED

Y H

W V

50.3

W M

W V

Y H

KEYPLAN N

CS104

M A

T C

H L

E S

E E D

R A

G C

S F

O R C

O N

U A

SITE PLAN 4 OF 4 (BASE BID)

MATCHLINE - SEE DRAWING CS102 FOR CONTINUATION

PROPERTY LINE

LEGEND:

PROPERTY LINE

CP8

SCALE: 1" = 30'

R O

B E

R T S

D O

R M

A N

H E

A D

AIRPORT ROAD

POLE-MOUNTED LIGHT POLE

C-501

CL FBD

NOTE:

LIGHTS.

INFORMATION ON ELECTRICAL EQUIPMENT AND

SEE ELECTRICAL DRAWINGS FOR MORE 1.

8' SECURITY FENCE

30' 60'0

E 3843761.26

N 10123393.36

END FBD

E 3843734.94

N 10123619.16

E 3843728.64

N 10123309.22

E 3843718.37

N 10123148.12

E 3843725.56

N 10123157.66

SEE NOTE 1 (TYP)

E 3843731.79

N 10123464.19

E 3843728.02

N 10123164.43

E 3843726.11

N 10123168.47

(B A

S E B

E P

L A

N O

9/15/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construciton

2Q R

-0

R N

S M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S C

M O

(8 -9

US ARMY CORPS

OF ENGINEERS ®

2 3

D A

T E

A P

P R

D R

A W

N B

D E

N E

D B

D A

T E

C H

E C

K E

D B

S C

A L E

SHEET

REFERENCE

NUMBER:

SHEET OF

6 7 8 9

***SAFETY PAYS***

D E

S C

N S

Y M

B O

R E

N S

***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

U .S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

L O

L E

K E

N T

U C

K Y

LOUISVILLE DISTRICT

P N

A S I

N D

A T

E D

R O

T A

R Y W

G L

A N

G P

A D

C O

N R

O E A

R M

Y R

E S E

N B

A S E T E

X A

C E

R T

D F

A L

E P

B-1 B-2

B-3 B-4

U D

UD UD

U D

UD UD

U D

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File details come from the government source that posted it. Updated Mar 16, 2021.