W912QR22B0009_Plans-0000.pdf

PDF 23 MB Posted Aug 11, 2022

Attached to: SOF MOUT Site Expansion Ft. Campbell
Solicitation number: W912QR22B0009
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity for the construction of a Military Operations in Urban Terrain training site at Fort Campbell, Kentucky. The U.S. Army Corps of Engineers Louisville District intends to issue an Invitation for Bid for the construction of 5 reinforced concrete masonry unit buildings and structures, 3 geotextile reinforced helicopter landing areas, reinforced concrete masonry walls, and geotextile stabilization for 3 existing helicopter landing zones. Supporting facilities will include a new asphalt access road and associated storm drainage. The contract will be a firm-fixed-price contract under North American Industry Classification System Code 236220 for commercial and institutional building construction. This will be a full and open competition conducted as a sealed bid procurement with evaluation based on lowest price. The construction magnitude is estimated between $1,000,000 and $5,000,000. The solicitation will be posted on SAM.gov and paper copies will not be issued. Offerors must have an active SAM registration. The point of contact is Kelsie Hall at the Louisville District of the U.S. Army Corps of Engineers.

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US Army Corps of Engineers ®

SOF MOUT EXPANSION (RANGE 29)

FORT CAMPBELL, KENTUCKY

LOUISVILLE DISTRICT

CERTIFIED FINAL DESIGN SUBMITTAL

JULY 21, 2022

CONTRACT NO: W912QR-18-D-0027

DELIVERY ORDER: W912QR-22-F-0060

P2 NUMBER: 502701

US Army Corps of Engineers ®

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

RANGE 29B

RANGE 29A

FT. CAMPBELL

AERIAL GUNNERY RANGE 29

TO HWY 76

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LEGEND:

REFERENCE: GOOGLE MAPS (2021)

VICINITY MAP

HAUL ROUTE

NOTE:

PROJECT

SITE

1. PROJECT SITE IS LOCATED OFF OF

THE INSTALLATION. CONTRACTOR

CAN ACCESS THE PROJECT SITE

WITHOUT TRAVELING THROUGH THE

RESTRICTED AREA OF INSTALLATION.

REFERENCE BASE MAP (D3) ENTRY

ROUTES TO THE PROJECT SITE.

RANGE DEMARCATION LINE

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SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

CIVIL

INDEX OF DRAWINGS

EXISTING TOPOGRAPHIC SURVEY VF101

EXISTING TOPOGRAPHIC SURVEY

G-002 BASE MAP & VICINITY MAP 2

VF102

EXISTING TOPOGRAPHIC SURVEY VF103

EXISTING TOPOGRAPHIC SURVEY VF104

DEMOLITION / EROSION CONTROL PLANCD101

DEMOLITION / EROSION CONTROL PLANCD102

DEMOLITION / EROSION CONTROL PLANCD103

C-001 GENERAL NOTES AND LEGEND 5

DEMOLITION / EROSION CONTROL PLAN

CD104

SITE PLANCS101

SITE PLANCS102

SITE PLANCS103

SITE PLAN

CS104

CS105

CS106

GRADING PLANCG101

GRADING PLANCG102

GRADING PLANCG103

GRADING PLANCG104

EROSION CONTROL DETAILS C-501

EROSION CONTROL DETAILS C-502

EROSION CONTROL DETAILS C-503

EROSION CONTROL DETAILS

DETAILS

C-504 C-505 C-506

LEGEND, GENERAL NOTES AND RISER DIAGRAM E-001

ES101

SITE PLAN ES102

SITE PLAN ES103

BUSINESS BUILDING FLOOR PLAN2A-110

BUSINESS BUILDING DOOR SCHEDULE2A-600

BUSINESS BUILDING FOUNDATION PLAN2S-110

2S-120 BUSINESS BUILDING ROOF SLAB PLAN

2S-210 BUSINESS BUILDING MASONRY ELEVATIONS

BANK FLOOR PLAN4A-110

BANK ROOF PLAN4A-130

RESIDENCE FLOOR PLAN

C-301 C-302

RANGE ROAD PROFILE - STA: 8+50 - 16+75

LINE/CURVE TABLES AND CROSS SECTIONS

ELECTRICAL DETAILS E-502

SERVICE STATION DOOR SCHEDULE

SERVICE STATION FOUNDATION PLAN

SERVICE STATION ROOF SLAB PLAN

TYPICAL DETAILS AND SECTIONS DOOR TYPES AND DETAILS

TYPICAL DETAILS AND SECTIONS WALL TYPES AND DETAILS

TYPICAL DETAILS AND SECTIONS MISCELLANEOUS DETAILS

SERVICE STATION MASONRY ELEVATIONS

SERVICE STATION ELEVATIONS5A-200

SERVICE STATION ELEVATIONS

RESIDENCE ROOF PLAN

RESIDENCE ELEVATIONS

RESIDENCE BUILDING SECTION

BANK ELEVATIONS4A-200

BANK BUILDING SECTION4A-300

4A-420 BANK MISCELLANEOUS DETAILS

4A-600 BANK DOOR SCHEDULE

BANK FOUNDATION PLAN4S-110

BANK MASONRY ELEVATIONS4S-210

SERVICE STATION FLOOR PLAN5A-110

SERVICE STATION ROOF PLAN5A-130

SERVICE STATION BUILDING SECTION

SERVICE STATION MASONRY ELEVATIONS

TYPICAL DETAILS AND SECTIONS SCHEDULES

RESIDENCE FRAMING SECTIONS

RESIDENCE DOOR SCHEDULE

RESIDENCE FOUNDATION PLAN

TYPICAL DETAILS AND SECTIONS WINDOW TYPES AND DETAILS

TYPICAL DETAILS AND SECTIONS TYPICAL FOUNDATION DETAILS

TYPICAL DETAILS AND SECTIONS FOUNDATION SECTIONS

TYPICAL DETAILS AND SECTIONS ROOF FRAMING SECTIONS

TYPICAL DETAILS AND SECTIONS TYPICAL MASONRY DETAILS

SITE PLAN

G-003 SHEET INDEX 3

BUSINESS BUILDING ELEVATIONS2A-200

BUSINESS BUILDING MISCELLANEOUS DETAILS2A-420

BUSINESS BUILDING BUILDING SECTION2A-300

4S-120 BANK ROOF SLAB PLAN

RESIDENCE ROOF FRAMING PLAN

RESIDENCE MASONRY ELEVATIONS

MINARET SECTIONS

TYPICAL DETAILS AND SECTIONS WALL SECTIONS

BUSINESS BUILDING ROOF PLAN2A-130

RESIDENCE FRAMING SECTIONS

MINARET PLANS AND ELEVATION

SITE STAKING PLANCS107

STAKING POINT TABLECS108

RESIDENCE WIND UPLIFT DIAGRAM

SITE PLAN ES104

LIGHTING DETAILS AND SCHEDULE E-501

SITE STAKING PLAN

ELECTRICAL

Total: 99

DETAILS C-507

OVERALL SITE PLANC-101

GEOTECHNICAL

B-101 BORING LOGS4

5A-201 5A-300 5A-600 5S-110 5S-120 5S-210 5S-211 6A-110 6A-130 6A-200 6A-300 6A-560 6A-600 6S-110 6S-120 6S-210 6S-211 6S-351 6S-601 9S-110

9S-301 11A-310 11A-311 11A-500 11A-510 11A-540 11A-580 11A-581 11S-301 11S-302 11S-361 11S-501 11S-601

ARCHITECTURAL / STRUCTURAL

SHEET NO. SHEET TITLE#

ARCHITECTURAL / STRUCTURAL

2S-351 BUSINESS BUILDING FRAMING SECTION

BUSINESS BUILDING GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA2S-001

2S-002 BUSINESS BUILDING GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA CONT'D AND ABBREVIATIONS

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BORING LOGS

SCALE: NOT TO SCALEA2

NOTES

1. SEE CD101 - CD104 FOR SITE

BORING LOCATIONS.

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LEGEND

EXISTING NEW

EDGE OF PAVEMENT

BUILDING OUTLINE

SIDEWALK

CHAIN LINK FENCE

UNDERGROUND ELECTRICAL

GATE

CONTOUR730731

DESCRIPTION

CENTERLINE

OVERHEAD ELECTRICAL

UNDERGROUND COMMUNICATIONS

STORM DRAIN

CURB LINE

FLOODPLAIN (100 -YR)

CENTERLINE OF CREEK

SILT FENCE

LIMITS OF DISTURBANCE

PROJECT LIMITS

TREELINE

TREE

CONTROL POINT

OVERHEAD ELECTRICAL POLE

STREET LIGHTS

ASPHALT PAVEMENT

GRAVEL PAVEMENT

CONCRETE PAVEMENT

EROSION CONTROL MATTING

BOLLARDS

RIP RAP PROTECTION

DIVERSION SWALE

SITE FEATURES TO BE REMOVED

ABBREVIATIONS

CMP CORRUGATED METAL PIPE

TYP. TYPICAL

INV INVERT

FFE FINISH FLOOR ELEVATION

BLDG BUILDING

CMU CONCRETE MASONRY UNITS

RCP REINFORCED CONCRETE PIPE

GENERAL NOTES

1. CONTRACTOR TO CALL DPW, KENTUCKY811 OR (800) 752-6007, BEFORE ANY EXCAVATION AND COORDINATION ON LOCATING

REQUIREMENTS. KENTUCKY STATE LAWS AND FORT CAMPBELL REQUIREMENTS TO BE FOLLOWED PRIOR TO ANY ACTIVITY THAT RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR IS REQUIRED TO

WAIT 72-HOURS OR 3 BUSINESS DAYS BEFORE STARTING THE DIGGING WORK.

2. SEE SHEET C-501 THROUGH C-507 FOR EROSION CONTROL AND CIVIL DETAILS.

3. SEE SHEET B-101 FOR SITE BORING LOGS. SEE SHEET CS105 THROUGH CS108 FOR SITE STAKING PLANS AND TABLES.

4. SEE SHEET C-301 THROUGH C-302 FOR ROAD PROFILES, CROSS SECTIONS, AND LINE/CURVE TABLES.

5. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING STORM FEATURES.

6. ALL DEPRESSIONS RESULTING FROM DEMOLITION ACTIVITIES (I.E. REMOVAL OF SHRUBS, TREES, FOUNDATIONS, UNDERGROUND UTILITIES, AND ANY OTHER SITE FEATURES) SHALL BE FILLED & COMPACTED WITH SUITABLE SOILS TO EXISTING GRADE AND SLOPED FOR POSITIVE

DRAINAGE.

7. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS BEEN COMPLETED.

8. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF OFFSITE AT A FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE

MATERIALS.

9. ALL EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION PER THE SURVEY PROVIDED BY MCKIM & CREED AND ARE ASSUMED

TO BE CORRECT. THE CONTRACTOR TO FIELD VERIFY THE EXACT LOCATIONS OF UTILITIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

10. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS CONDUCTED, AND ENSURE

THEY ARE TURNED OFF PROPERLY BEFORE BEGINNING CONSTRUCTION.

11. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE

ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS SECTION.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROJECT SITE ACCESS, HAUL ROUTE, AND STAGING AREA(S) ARE SUFFICIENT TO SUPPORT ALL NECESSARY CONSTRUCTION EQUIPMENT AND TRAFFIC FOR THE DURATION OF THE CONSTRUCTION ACTIVITY.

13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR AND

SAFEGUARD HIMSELF FROM DAMAGE.

14. CONTRACTOR IS HEREBY CAUTIONED THAT PROJECT SITE AREA IS PRONE TO ADVERSE WEATHER AND THE RISK OF FLOODING EXISTS.

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AWARENESS OF WEATHER CONDITIONS AND THE PROTECTION OF SITE AND SITE

MATERIAL DURING CONSTRUCTION.

TERMINATED AS OF JUNE 3, 2021 BY USACE LOUISVILLE DISTRICT.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBMISSION TO OBTAIN A NEW KYDES (KYR10) PERMIT FOR THE WORK WITHIN THESE CONSTRUCTION DOCUMENTS. A NEW NOTICE OF INTENT (NOI) SHALL BE COMPLETED THROUGH SUBMISSION TO THE KENTUCKY eNOI WEBSITE / PORTAL. CONTRACTOR'S CONSTRUCTION SCHEDULE SHOULD REFLECT THE PROCESS TIME FOR PERMIT REVIEW / APPROVAL.

3. THE PROPERTY IS LOCATED WITHIN TRIGG COUNTY, KENTUCKY AND PART OF THE FOUR RIVERS BASIN. LOCATED ON JOHNSON HOLLOW, KY-TN USGS QUAD SHEET AND OUTFALLS TO THE DRY FORK CREEK, AND NOT CLASSIFIED AS A "HIGH QUALITY WATER" OR IMPAIRED

WATER".

4. THIS DEVELOPED PROPERTY LIES IN ZONE A PER FIRM COMMUNITY NO.210315, PANEL 0350C, DATED EFFECTIVE DATE MARCH 19, 2013 (MAP

NUMBER 21221C0350C).

1. THE CONTRACTOR IS REQUIRED TO OBTAIN AN APPROVED NOTICE OF INTENT FROM KENTUCKY POLLUTANT DISCHARGE ELIMINATION SYSTEM (KYDES) GENERAL PERMIT FOR STORMWATER DISCHARGE PRIOR TO CONSTRUCTION. PLACE THE KENTUCKY LAND DISTURBANCE PERMIT AND APPROVED PLANS AT A LOCATION ON THE SITE, MEETING ALL KENTUCKY PRE-CONSTRUCTION REQUIREMENTS.

2. INSTALL EROSION CONTROL MEASURES (I.E.: SILT FENCE, INLET / SEDIMENT TUBES AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE)

WHERE INDICATED ON THE PLANS.

3. INSTALL TEMPORARY GRAVEL ACCESS ROAD TO PROJECT SITE, AS NECESSARY.

4. REMOVE ALL SITE STRUCTURES/FEATURES, FENCE, TREES, ETC. SPECIFIED TO BE REMOVED ON THE PLANS.

5. BEGIN CLEARING AND GRUBBING OF PROJECT AREA.

6. BEGIN ROUGH GRADING OF PROJECT AREA.

7. BEGIN INSTALL OF PAVEMENT BASE MATERIAL. CONTINUOUSLY MAINTAIN BASE MATERIAL THROUGHOUT CONSTRUCTION UNTIL FINAL

PAVEMENT SURFACE IS INSTALLED.

8. CONSTRUCTION OF BUILDING FOOTPRINTS, BUILDINGS, SITE STREET, SIDEWALKS, CURB, CMU WALLS, ELECTRICAL, ETC.

9. SEED ALL DISTURBED AREAS WITH GOOD GRASS AND PER REQUIREMENTS IN KYDES AND FORT CAMPBELL REGULATIONS (TEMPORARY &

PERMANENT) ONCE ALL WORK IS COMPLETE.

10. MAINTAIN SEDIMENT TRAPPING DEVICES UNTIL SITE HAS BEEN STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE

INSPECTIONS OF ALL CONTROL MEASURES ON A WEEKLY BASIS AND AFTER PERIODS OF RAINFALL.

11. CONTRACTOR RESPONSIBLE FOR REPAIRING CONTROL MEASURES IMMEDIATELY UPON DISCOVERY.

12. WHEN CONSTRUCTION IS COMPLETE AND THE GROUND COVER IS ESTABLISHED, CALL FOR INSPECTION BY CONTRACTING OFFICER (FORT

CAMPBELL DPW).

13. WHEN SITE IS APPROVED BY CONTRACTING OFFICER (FORT CAMPBELL DPW) REMOVE SILT FENCE PER THE SILT FENCE MAINTENANCE

NOTES ON DETAILS SHEET C-502.

14. SUBMIT NOTICE OF TERMINATION TO THE STATE OF KENTUCKY AND MEET ALL OF THE LAND DISTURBANCE PERMIT REQUIREMENTS.

1. CONTRACTOR MAY USE CRUSHED CONCRETE AS STABILIZATION MATERIAL IN LIEU OF STONE.

2. THE STATE OF KENTUCKY HAS A TREE HARVESTING RESTRICTION FOR PROTECTION OF THE INDIANA BAT. TREE REMOVAL IS NOT ALLOWED

BETWEEN MARCH 1ST - NOVEMBER 30TH WITHOUT BASE APPROVALS. COE / DPW TO OBTAIN NECESSARY APPROVALS FOR TREE REMOVAL

OPERATIONS.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND ACQUIRING ALL THE NECESSARY BORROW MATERIAL AND AGGREGATE STONE

FROM OFF-SITE / OFF-BASE TO CONSTRUCT PROJECT.

2. ALL EXCESS SOIL AND EXCAVATED MATERIAL FROM CONSTRUCTION OPERATIONS SHALL REMAIN ON THE INSTALLATION AND DISPOSED OF AT THE FORT CAMPBELL PITS / LANDFILL. CONTRACTOR SHALL COORDINATE DISPOSAL OF SURPLUS MATERIAL WITH COR.

3. FTC BORROW PIT IS LOCATED ON THE INSTALLATION ALONG "ON THE LINE ROAD".

4. DEMOLITION (C&D) LANDFILL IS LOCATED ALONG "101ST AIRBORNE ROAD".

LAND DISTURBANCE NOTES

CONSTRUCTION SEQUENCE

CMU WALL

BAFFLE

SEDIMENT TUBE

STREET SIGN

FORT CAMPBELL NOTES

B-1 BORING LOCATION

LOC LIMITS OF CONSTRUCTION

LOW WATER CROSSING

CONT CONTINUATION

LF LINEAR FEET

SF SILT FENCE

SOIL / MATERIAL NOTES

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HIG

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AREA BO

UNDARY

HIGH RISK UXO CLEARING AREA BOUNDARY

HIG

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AREA BO

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EX. SHALLOW

WATER CROSSING

FLOODPLAIN (100-YR)

FLO

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RANGE ROAD

DRY FO

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C-101

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SCALE: 1" = 100'

0 100' 200'

GRAPHIC SCALE

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C T

N U

M B

E R

: 1 8-

, P

U M

B E

R : 5

U E

D A

C O

A C

T N

S O

N N

2Q R

-1 8-

D -0

N U

M B

E R

2Q R

-2 2-

F-

KEYPLAN

103101

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

EXISTING TOPOGRAPHIC SURVEYC1 SCALE: 1" = 30'-0"

VF101

E X

N G

T O

P O

G R

A P

S U

R V

E Y

GENERAL NOTES

1. THIS SURVEY WAS CONDUCTED BY GRW AERIAL SURVEYS UNDER THE SUPERVISION

OF MCKIM & CREED.

2. GRW ONLY SURVEYED THE AREA INSIDE THE PERIMETER LABELED "GRW MAPPING

EXTENTS".

3. GRID COORDINATES WERE ESTABLISHED USING A GROUND BASES GPS-RTK SYSTEM.

4. HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83(2011).

5. VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING GEOID MODEL: GEOID12B .

6. KENTUCKY STATE PLANE SOUTH ZONE UNITS: US SURVEY FOOT.

7. PHOTOGRAMMETRIC DATA WAS CAPTURED ON MARCH 20TH, 2022 UTILIZING A

VEXCEL ULTRACAM EAGLE SENSOR.

8. THE PHOTOGRAMMETRIC MAPPING IMAGERY WAS FLOWN AT 4,950 MSL TO PRODUCE

7-CM GSD, WITH AN IMAGE OVERLAP OF 60% FRONT. ONLY ONE FLIGHT LINE WAS

REQUIRED SO THERE WAS NO SIDELAP ASSOCIATED WITH THE IMAGERY.

9. PROJECT CONTROL WAS ESTABLISHED USING 10 PHOTO IDENTIFIABLE (PID)

CONTROL TARGETS LOCATED THROUGHOUT THE PROJECT AREA

10. CONTROL TARGET LOCATIONS WERE ESTABLISHED UTILIZING 2 RTK OCCUPANCIES

ON EACH TARGET, WITH 180 CYCLES PER OBSERVATION.

11. THE SURFACE AND CONTOUR DATA WERE CREATED FROM A COMBINATION OF FIELD

SURVEYED POINTS AND PHOTOGRAMMETRIC DATA SUFFICIENT TO MEET THE 1'

CONTOUR ACCURACY REQUIREMENT. THE ANALYTICAL TRIANGULATION AND

PHOTOGRAMMETRY WORK WAS SUPERVISED BY DAN MARSH, CERTIFIED

PHOTOGRAMMETRIST CP#1019.

12. PLANIMETRIC DATA WAS GENERATED USING CONVENTIONAL SURVEY METHODS IN

COMPLIANCE WITH THE STATE OF KENTUCKY SURVEY STANDARDS.

13. SUE DATA WAS CAPTURED FOR LEVEL B LOCATION OF UNDERGROUND UTILIIES.

2Q R

Pl an s-

MATCHLINE - VF101

MATCHLINE - VF102

MATCHLINE - VF103

MATCHLINE - VF102

DRY FORK CREEK

18" RCP

OE 481.894

15" RCP

IE 481.807

18" RCP

OE 467.534'

18" RCP

IE 467.509'

' H

EX. MUNICIPAL

CENTERBLDG 1

EX. HOTEL

BLDG 3

EX. SCHOOL #1

(2-STORY)

BLDG 7

RANGE ROAD

FLOODPLAIN (100-YR)

KINETIC ACCESS

G R

W M

N G

GRW MAPPING EXTENTS

G R

W M

APPIN

EXTEN

APPIN

VID

BY C

LIEN

MAPPING PROVIDED BY CLIENT

KEYPLAN

103101

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

D A

A R

K D

E S

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

A M

P B

, K E

C K

C E

D F

L D

E S

S U

B M

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

D R

A W

C O

D E

E M

S E

N G

E R

G w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

, K

E N

K Y

D R

. M A

N L

E R

G P

L U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

S O

F M

O U

T E

X P

A N

N (R

A N

G E

P R

C T

N U

M B

E R

: 1 8-

, P

U M

B E

R : 5

U E

D A

C O

A C

T N

S O

N N

2Q R

-1 8-

D -0

N U

M B

E R

2Q R

-2 2-

F-

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

VF102

E X

N G

T O

P O

G R

A P

S U

R V

E Y

EXISTING TOPOGRAPHIC SURVEYC1 SCALE: 1" = 30'-0"

GENERAL NOTES

1. THIS SURVEY WAS CONDUCTED BY GRW AERIAL SURVEYS UNDER THE SUPERVISION OF MCKIM & CREED.

2. GRW ONLY SURVEYED THE AREA INSIDE THE PERIMETER LABELED "GRW MAPPING EXTENTS".

3. GRID COORDINATES WERE ESTABLISHED USING A GROUND BASES GPS-RTK SYSTEM.

4. HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83(2011).

5. VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING GEOID MODEL: GEOID12B .

6. KENTUCKY STATE PLANE SOUTH ZONE UNITS: US SURVEY FOOT.

7. PHOTOGRAMMETRIC DATA WAS CAPTURED ON MARCH 20TH, 2022 UTILIZING A VEXCEL ULTRACAM EAGLE SENSOR.

8. THE PHOTOGRAMMETRIC MAPPING IMAGERY WAS FLOWN AT 4,950 MSL TO PRODUCE 7-CM GSD, WITH AN IMAGE OVERLAP OF 60% FRONT. ONLY ONE

FLIGHT LINE WAS REQUIRED SO THERE WAS NO SIDELAP ASSOCIATED WITH THE IMAGERY.

9. PROJECT CONTROL WAS ESTABLISHED USING 10 PHOTO IDENTIFIABLE (PID) CONTROL TARGETS LOCATED THROUGHOUT THE PROJECT AREA

10. CONTROL TARGET LOCATIONS WERE ESTABLISHED UTILIZING 2 RTK OCCUPANCIES ON EACH TARGET, WITH 180 CYCLES PER OBSERVATION.

11. THE SURFACE AND CONTOUR DATA WERE CREATED FROM A COMBINATION OF FIELD SURVEYED POINTS AND PHOTOGRAMMETRIC DATA SUFFICIENT

TO MEET THE 1' CONTOUR ACCURACY REQUIREMENT. THE ANALYTICAL TRIANGULATION AND PHOTOGRAMMETRY WORK WAS SUPERVISED BY DAN

MARSH, CERTIFIED PHOTOGRAMMETRIST CP#1019.

12. PLANIMETRIC DATA WAS GENERATED USING CONVENTIONAL SURVEY METHODS IN COMPLIANCE WITH THE STATE OF KENTUCKY SURVEY STANDARDS.

13. SUE DATA WAS CAPTURED FOR LEVEL B LOCATION OF UNDERGROUND UTILIIES.

2Q R

Pl an s-

MATCHLINE - VF104

MATCHLINE - VF103

M A

V F1

N E

MATCHLINE - VF103

MATCHLINE - VF102

DRY FO

RK CREEK

15" RCP

IE 465.972'

15" RCP

OE 465.838'

TOP OF SPILLWAY 467.824'

TOP OF 3' X 3' GRATE 468.356'

BOTTOM OF CATCH BASIN 465.859'

' H

10' HIGH CMU WALL

EX. SCHOOL #2

BLDG 8

G E R

FLOODPLAIN (100-YR)

GRW MAPPING EXTENTS

R W

APPIN

EXTEN

G R

W M

A P

G E

MAPPING PROVIDED BY CLIENT

APPIN

VID

BY C

LIEN

KEYPLAN

103101

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

D A

A R

K D

E S

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

A M

P B

, K E

C K

C E

D F

L D

E S

S U

B M

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

D R

A W

C O

D E

E M

S E

N G

E R

G w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

, K

E N

K Y

D R

. M A

N L

E R

G P

L U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

S O

F M

O U

T E

X P

A N

N (R

A N

G E

P R

C T

N U

M B

E R

: 1 8-

, P

U M

B E

R : 5

U E

D A

C O

A C

T N

S O

N N

2Q R

-1 8-

D -0

N U

M B

E R

2Q R

-2 2-

F-

EXISTING TOPOGRAPHIC SURVEYC1 SCALE: 1" = 30'-0"

VF103

E X

N G

T O

P O

G R

A P

S U

R V

E Y

GENERAL NOTES

1. THIS SURVEY WAS CONDUCTED BY GRW AERIAL SURVEYS UNDER THE SUPERVISION OF MCKIM & CREED.

2. GRW ONLY SURVEYED THE AREA INSIDE THE PERIMETER LABELED "GRW MAPPING EXTENTS".

3. GRID COORDINATES WERE ESTABLISHED USING A GROUND BASES GPS-RTK SYSTEM.

4. HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83(2011).

5. VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING GEOID MODEL: GEOID12B .

6. KENTUCKY STATE PLANE SOUTH ZONE UNITS: US SURVEY FOOT.

7. PHOTOGRAMMETRIC DATA WAS CAPTURED ON MARCH 20TH, 2022 UTILIZING A VEXCEL ULTRACAM EAGLE SENSOR.

8. THE PHOTOGRAMMETRIC MAPPING IMAGERY WAS FLOWN AT 4,950 MSL TO PRODUCE 7-CM GSD, WITH AN IMAGE OVERLAP OF 60% FRONT. ONLY ONE

FLIGHT LINE WAS REQUIRED SO THERE WAS NO SIDELAP ASSOCIATED WITH THE IMAGERY.

9. PROJECT CONTROL WAS ESTABLISHED USING 10 PHOTO IDENTIFIABLE (PID) CONTROL TARGETS LOCATED THROUGHOUT THE PROJECT AREA

10. CONTROL TARGET LOCATIONS WERE ESTABLISHED UTILIZING 2 RTK OCCUPANCIES ON EACH TARGET, WITH 180 CYCLES PER OBSERVATION.

11. THE SURFACE AND CONTOUR DATA WERE CREATED FROM A COMBINATION OF FIELD SURVEYED POINTS AND PHOTOGRAMMETRIC DATA SUFFICIENT

TO MEET THE 1' CONTOUR ACCURACY REQUIREMENT. THE ANALYTICAL TRIANGULATION AND PHOTOGRAMMETRY WORK WAS SUPERVISED BY DAN

MARSH, CERTIFIED PHOTOGRAMMETRIST CP#1019.

12. PLANIMETRIC DATA WAS GENERATED USING CONVENTIONAL SURVEY METHODS IN COMPLIANCE WITH THE STATE OF KENTUCKY SURVEY STANDARDS.

13. SUE DATA WAS CAPTURED FOR LEVEL B LOCATION OF UNDERGROUND UTILIIES.

2Q R

Pl an s-

MATCHLINE - VF104

MATCHLINE - VF103

MATCHLINE - VF104

MATCHLINE

- VF101

555 53

FLO

PLAIN

(100-YR

CP 17-32-04

CP 17-32-03

GRW

GRAVEL/DIRT ENTRANCE ROAD

GRA

C O

N C

. H E

LIP

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

D A

A R

K D

E S

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

A M

P B

, K E

C K

C E

D F

L D

E S

S U

B M

D R

A W

N B

D E

N E

D B

S U

B M

D B

C H

E C

K E

D B

A N

S I D

D R

A W

C O

D E

E M

S E

N G

E R

G w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

, K

E N

K Y

D R

. M A

N L

E R

G P

L U

.S . A

R M

Y C

O R

P S

O F

E N

E E

R S

S O

F M

O U

T E

X P

A N

N (R

A N

G E

P R

C T

N U

M B

E R

: 1 8-

, P

U M

B E

R : 5

U E

D A

C O

A C

T N

S O

N N

2Q R

-1 8-

D -0

N U

M B

E R

2Q R

-2 2-

F-

GRAPHIC SCALE

KEYPLAN

103101

30'

SCALE: 1" = 30'

0 30' 60'

EXISTING TOPOGRAPHIC SURVEYC1 SCALE: 1" = 30'-0"

VF104

E X

N G

T O

P O

G R

A P

S U

R V

E Y

GENERAL NOTES

1. THIS SURVEY WAS CONDUCTED BY GRW AERIAL SURVEYS UNDER THE SUPERVISION

OF MCKIM & CREED.

2. GRW ONLY SURVEYED THE AREA INSIDE THE PERIMETER LABELED "GRW MAPPING

EXTENTS".

3. GRID COORDINATES WERE ESTABLISHED USING A GROUND BASES GPS-RTK SYSTEM.

4. HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83(2011).

5. VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING GEOID MODEL: GEOID12B .

6. KENTUCKY STATE PLANE SOUTH ZONE UNITS: US SURVEY FOOT.

7. PHOTOGRAMMETRIC DATA WAS CAPTURED ON MARCH 20TH, 2022 UTILIZING A

VEXCEL ULTRACAM EAGLE SENSOR.

8. THE PHOTOGRAMMETRIC MAPPING IMAGERY WAS FLOWN AT 4,950 MSL TO PRODUCE

7-CM GSD, WITH AN IMAGE OVERLAP OF 60% FRONT. ONLY ONE FLIGHT LINE WAS

REQUIRED SO THERE WAS NO SIDELAP ASSOCIATED WITH THE IMAGERY.

9. PROJECT CONTROL WAS ESTABLISHED USING 10 PHOTO IDENTIFIABLE (PID)

CONTROL TARGETS LOCATED THROUGHOUT THE PROJECT AREA

10. CONTROL TARGET LOCATIONS WERE ESTABLISHED UTILIZING 2 RTK OCCUPANCIES

ON EACH TARGET, WITH 180 CYCLES PER OBSERVATION.

11. THE SURFACE AND CONTOUR DATA WERE CREATED FROM A COMBINATION OF FIELD

SURVEYED POINTS AND PHOTOGRAMMETRIC DATA SUFFICIENT TO MEET THE 1'

CONTOUR ACCURACY REQUIREMENT. THE ANALYTICAL TRIANGULATION AND

PHOTOGRAMMETRY WORK WAS SUPERVISED BY DAN MARSH, CERTIFIED

PHOTOGRAMMETRIST CP#1019.

12. PLANIMETRIC DATA WAS GENERATED USING CONVENTIONAL SURVEY METHODS IN

COMPLIANCE WITH THE STATE OF KENTUCKY SURVEY STANDARDS.

13. SUE DATA WAS CAPTURED FOR LEVEL B LOCATION OF UNDERGROUND UTILIIES.

2Q R

Pl an s-

506507

508509

537 539

3"UNDERGROUND

FENCE

EDGE OF GRAVEL DRIVE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

REMOVE EXISTING

GRAVEL AND INSTALL

262 SY EROSION

CONTROL MATTING,

SEE CG SHEETS (TYP)

' H

SILT FENCE (TYP)

REMOVE EXISTING

GRAVEL AND INSTALL

205 SY EROSION

CONTROL MATTING,

SEE CG SHEETS (TYP)

GRAVEL E

NTRANCE R

OAD

C H

- C

N E

- C D

MATCHLINE - CD101

MATCHLINE - CD102

MATCHLINE - CD104

MATCHLINE

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

DEMOLITION / EROSION CONTROL PLANC1 SCALE: 1" = 30'-0"

KEYPLAN

103101

CD101

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

N C

O N

NOTES

1. CONTRACTOR TO REMOVE TREES WITHIN AREAS DESIGNATED ON PLANS.

2. CONTRACTOR TO ONLY REMOVE TREES (CLEAR/ GRUB) AS NECESSARY TO INSTALL SITE

IMPROVEMENTS AND PERFORM GRADING OPERATIONS, UNLESS OTHERWISE DIRECTED.

3. ALL OTHER TREE REMOVAL AREAS TO HAVE TREES CUT DOWN (IN AREAS DESIGNATED) WITH STUMPS

TO REMAIN. NO CLEARING AND GRUBBING.

4. CONTRACTOR TO INSTALL CULVERTS AS SHOWN ON CG SHEETS. TEMPORARY CULVERT PIPING MAY

BE INSTALLED MATCHING DIAMETER AS SHOWN ON CG SHEETS, IF PREFERRED. TEMPORARY PIPING

SHALL BE REMOVED FOR PERMANENT CULVERTS SHOWN ON CG SHEETS. CONTRACTOR ASSUMES

ALL COST ASSOCIATED WITH INSTALLING ANY TEMPORARY PIPING (EXPENSE NOT REIMBURSABLE).

5. SEE SHEET B-101 FOR SITE BORING LOGS.

07-21-2022 w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

2Q R

Pl an s-

G R

R O

DRY FORK CREEK

B-1

B-2

B-3

B-4

B-11

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

LANDING AREA #2

(6,210 SF)

LANDING AREA #1

(15,625 SF)

EX. MUNICIPAL

CENTERBLDG 1

EX. HOTEL

BLDG 3

EX. SCHOOL #1

(2-STORY)

BLDG 7

7'UNDERGROUND

3' UNDERGROUND

5' UNDERGROUND

UNDER

GROUND

7' UNDERGROUND

7' U

NDERGROUND

GATES

GATE

BUILDING

STAIRS

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

SILT FENCE (TYP)

HELO LANDING ZONE

(HLZ)

100' x 200'

SILT FENCE (TYP)

' H

EX. SHALLOW

WATER CROSSING

SILT

FENCE

(TYP)

REMOVE EXISTING

GRAVEL AND INSTALL

262 SY EROSION

CONTROL MATTING,

SEE CG SHEETS (TYP)

REMOVE EXISTING

GRAVEL AND INSTALL

205 SY EROSION

CONTROL MATTING,

SEE CG SHEETS (TYP)

RANGE ROAD

KINETIC ACCESS

FLOODPLAIN (100-YR)

MATCHLINE - CD101

MATCHLINE - CD102

MATCHLINE - CD103

MATCHLINE - CD102

KEYPLAN

103101

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

CD102

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

DEMOLITION / EROSION CONTROL PLANC1 SCALE: 1" = 30'-0"

N C

O N

NOTES

1. CONTRACTOR TO REMOVE TREES WITHIN AREAS DESIGNATED ON PLANS.

2. CONTRACTOR TO TRIM TREE BRANCHES THAT MAY EXTEND OVER EXISTING PERIMETER CHAIN LINK

FENCE TOWARDS GRAVEL ACCESS ROAD.

3. CONTRACTOR TO ONLY REMOVE TREES (CLEAR/ GRUB) AS NECESSARY TO INSTALL SITE

IMPROVEMENTS AND PERFORM GRADING OPERATIONS, UNLESS OTHERWISE DIRECTED.

4. ALL OTHER TREE REMOVAL AREAS TO HAVE TREES CUT DOWN (IN AREAS DESIGNATED) WITH STUMPS

TO REMAIN. NO CLEARING AND GRUBBING.

5. CONTRACTOR TO INSTALL CULVERTS AS SHOWN ON CG SHEETS. TEMPORARY CULVERT PIPING MAY

BE INSTALLED MATCHING DIAMETER AS SHOWN ON CG SHEETS, IF PREFERRED. TEMPORARY PIPING

SHALL BE REMOVED FOR PERMANENT CULVERTS SHOWN ON CG SHEETS. CONTRACTOR ASSUMES

ALL COST ASSOCIATED WITH INSTALLING ANY TEMPORARY PIPING (EXPENSE NOT REIMBURSABLE).

6. SEE SHEET B-101 FOR SITE BORING LOGS.

07-21-2022 w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

2Q R

Pl an s-

DRY FO

RK CREEK

B-6

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

LANDING AREA #3

(9,160 SF)

EX. SCHOOL #2

BLDG 8

3'U N

G R

O U

N D

6' UNDERGROUND

7' UNDERG

UND

7'UNDERGROUND

2' UNDERGROUND

3' UNDERGROUND

3"UNDERGROUND

TRANS

TRANSSTAIRS

SILT FENCE (TYP)

LIMITS OF

DISTURBANCE

PROJECT LIMITS

TEMPORARY SEDIMENT

TUBE (TYP.)

TREE REMOVAL (TYP)

SILT FENCE (TYP)

155 SY EROSION

CONTROL

MATTING (TYP)

140 SY EROSION

CONTROL

MATTING (TYP)

ROCK BERM (TYP.)

SEDIMENT BASIN #2

REQ'D VOLUME: 3,492 CF

PROVIDED VOLUME: 21,496 CF

BOTTOM: 469' (2' DEPTH)

WEIR ELEV: 471'

TOP OF ROCK BERM ELEV: 471'

CULVERT PIPE

(SEE NOTES)

POROUS BAFFLE (TYP.)

REMOVE GRAVEL

PAVEMENT

HELO LANDING ZONE

(HLZ)

100' x 200'

HELO LANDING ZONE

(HLZ)

100' x 200'

' H

10' HIGH CMU WALL

RANG

E RO

FLOODPLAIN (100-YR)

MATCHLINE - CD104

MATCHLINE - CD103

C H

- C

N E

- C D

MATCHLINE - CD103

MATCHLINE - CD102

C . M

O O

H O

KEYPLAN

103101

CD103

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. CONTRACTOR TO REMOVE TREES WITHIN AREAS DESIGNATED ON PLANS.

2. CONTRACTOR TO ONLY REMOVE TREES (CLEAR/ GRUB) AS NECESSARY TO INSTALL SITE

IMPROVEMENTS AND PERFORM GRADING OPERATIONS, UNLESS OTHERWISE DIRECTED.

3. ALL OTHER TREE REMOVAL AREAS TO HAVE TREES CUT DOWN (IN AREAS DESIGNATED) WITH

STUMPS TO REMAIN. NO CLEARING AND GRUBBING.

4. CONTRACTOR TO INSTALL CULVERTS AS SHOWN ON CG SHEETS. TEMPORARY CULVERT PIPING

MAY BE INSTALLED MATCHING DIAMETER AS SHOWN ON CG SHEETS, IF PREFERRED.

TEMPORARY PIPING SHALL BE REMOVED FOR PERMANENT CULVERTS SHOWN ON CG SHEETS.

CONTRACTOR ASSUMES ALL COST ASSOCIATED WITH INSTALLING ANY TEMPORARY PIPING

(EXPENSE NOT REIMBURSABLE).

5. SEE SHEET B-101 FOR SITE BORING LOGS.

N C

O N

DEMOLITION / EROSION CONTROL PLANC1 SCALE: 1" = 30'-0"

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

07-21-2022 w w w .c em s-ae .c om

P M

: S te ve T ho m as

P ro je ct

: 1

2Q R

Pl an s-

TRANS

GATE

EDGE OF GRAVEL

DRIVE

TREE REMOVAL

TEMPORARY GRAVEL

CONSTRUCTION

ENTRANCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

SILT FENCE (TYP)

SILT FENCE

TEMPORARY SEDIMENT

TUBE (TYP.)

EX. RANGE 29(A) AREA

TREE REMOVAL

REMOVE GRAVEL

PAVEMENT

REMOVE GRAVEL

PAVEMENT

ELECTRICAL CABINET AND

LINE TO BE RELOCATED OUT

FROM PROPOSED DRIVE

TEMPORARY SEDIMENT

TUBE (TYP.)

TEMPORARY SEDIMENT

TUBE (TYP.)

436 SY EROSION

CONTROL

MATTING (TYP)

TEMPORARY RUNOFF

DIVERSION (TYP.)

FLO

PLAIN

(100-YR

MATCHLINE - CD104

MATCHLINE - CD103

MATCHLINE - CD104

MATCHLINE

- CD101 US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

GRAPHIC SCALE

KEYPLAN

103101

CD104

30'

SCALE: 1" = 30'

0 30' 60'

GENERAL NOTES

1. CONTRACTOR TO REMOVE TREES WITHIN AREAS DESIGNATED ON PLANS.

2. CONTRACTOR TO ONLY REMOVE TREES (CLEAR/ GRUB) AS NECESSARY TO

INSTALL SITE IMPROVEMENTS AND PERFORM GRADING OPERATIONS,

UNLESS OTHERWISE DIRECTED.

3. ALL OTHER TREE REMOVAL AREAS TO HAVE TREES CUT DOWN (IN AREAS

DESIGNATED) WITH STUMPS TO REMAIN. NO CLEARING AND GRUBBING.

4. SEE SHEET B-101 THROUGH B-103 FOR SITE BORING LOGS.

N C

O N

DEMOLITION / EROSION CONTROL PLANC1 SCALE: 1" = 30'-0"

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Pl an s-

506507 508509

537 539

3"UNDERGROUND

FENCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

' H

GRAVEL E

NTRANCE R

OAD

CONTRACTOR SHALL

BE REPONSIBLE FOR

DEVELOPING DEFINED

SWALE TO KEEP

RUNOFF FROM GRAVEL

DRIVE SURFACE

C H

- C

N E

- C G

MATCHLINE - CG101

MATCHLINE - CG102

MATCHLINE - CG104

MATCHLINE

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

GRAPHIC SCALE

30' 0 30' 60'

SCALE: 1" = 30'

KEYPLAN

103101

CG101

G R

G P

GRADING PLANC1 SCALE: 1" = 30'-0"

NOTES

1. GRAVEL ENTRANCE ROAD TO BE INSTALLED IN ACCORDANCE WITH

TYPICAL SECTION DETAIL ON SHEET C-506.

2. EXISTING GRAVEL SURFACE TO BE RAKED AND LEVELED PRIOR TO

INSTALL OF PAVEMENT SURFACE TO FINISH GRADE.

3. KENTUCKY DOT HEADWALL TO BE INSTALLED PER KYDOT STANDARDS

(LATEST VERSION) AND DETAIL ON SHEET C-507.

4. OUTLET STABILIZATION MEASURE IS NOTED ON PLANS AS "RIP RAP #".

MEASURE TO BE INSTALLED AND SIZED PER DETAIL ON SHEET C-504.

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BUSINESS

BLDG 2

G R

R O

MINARET

BANK

BLDG 4

SERVICE

STATION

BLDG 5

FFE 481.0

DRY FORK CREEK

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

FFE 480.0

LANDING AREA #2

(6,210 SF)

LANDING AREA #1

(15,625 SF)

TP479.9

TP479.5

TP474.3

FFE 474.5

EX. MUNICIPAL

CENTERBLDG 1

EX. HOTEL

BLDG 3

EX. SCHOOL #1

(2-STORY)

BLDG 7

7'UNDERGROUND

3' UNDERGROUND

5' UNDERGROUND

UNDER

GROUND

7' UNDERGROUND

7' U

NDERGROUND

GATES

GATE

BUILDING

STAIRS

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

RIP RAP #1

HELO LANDING ZONE

(HLZ)

100' x 200'

' H

EX. SHALLOW

WATER CROSSING

RANGE ROAD

KINETIC ACCESS

FLOODPLAIN (100-YR)

CONTRACTOR SHALL

BE REPONSIBLE FOR

DEVELOPING DEFINED

SWALE TO KEEP

RUNOFF FROM GRAVEL

DRIVE SURFACE

EROSION / SCOUR

REPAIR AROUND

APRON OF LOW

WATER CROSSING

MATCHLINE - CG101

MATCHLINE - CG102

MATCHLINE - CG103

MATCHLINE - CG102

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

KEYPLAN

103101

CG102

G R

G P

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. GRAVEL ENTRANCE ROAD TO BE INSTALLED IN ACCORDANCE WITH TYPICAL SECTION DETAIL ON SHEET C-506.

2. ALL GRAVEL SURFACE TO BE RAKED AND LEVELED PRIOR TO INSTALL OF PAVEMENT SURFACE TO FINISH GRADE.

3. OUTLET STABILIZATION MEASURE IS NOTED ON PLANS AS "RIP RAP #". MEASURE TO BE INSTALLED AND SIZED PER DETAIL ON

SHEET C-504.

4. CONTRACTOR SHALL ANTICIPATE OVER-EXCAVATING AND BACKFILLING APPROXIMATELY FIVE (5') FEET UNDER BUILDING

FOOTPRINTS.

5. CONTRACTOR IS HEREBY CAUTIONED THAT PROJECT SITE CONTAINS POOR SOIL CONDITIONS AS REFERENCED IN BORING

LOGS WITHIN DRAWINGS.

GRADING PLANC1 SCALE: 1" = 30'-0"

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RESIDENCE

BLDG

DRY FO

RK CREEK

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

LANDING AREA #3

(9,160 SF)

TP474.9FFE 475.0

EX. SCHOOL #2

BLDG 8

3'U N

G R

O U

N D

6' UNDERGROUND

7' UNDERG

UND

7'UNDERGROUND

2' UNDERGROUND

3' UNDERGROUND

3"UNDERGROUND

TRANS

TRANSSTAIRS

L13

LIMITS OF

DISTURBANCE

PROJECT LIMITS

RIP RAP #3

(2) 34 LF OF

18" RCP @ 1.47%

RIP RAP #4

RIP RAP #5

KYDOT DOUBLE

HEADWALL

18" IE 469.0'

KYDOT DOUBLE

HEADWALL

18" IE 468.5'

RIP RAP #2

RIP RAP #6

10+00

10+50

9+75

HELO LANDING ZONE

(HLZ)

100' x 200'

HELO LANDING ZONE

(HLZ)

100' x 200'

' H

24'

10' HIGH CMU WALL

RANG

E RO

FLOODPLAIN (100-YR)

EROSION REPAIR OF

HILL SIDE SLOPE

MATCHLINE - CG104

MATCHLINE - CG103

C H

- C

N E

- C G

MATCHLINE - CG103

MATCHLINE - CG102

MATCHLINE - CG104

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

KEYPLAN

103101

CG103

G R

G P

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. ALL GRAVEL SURFACE TO BE RAKED AND LEVELED PRIOR TO INSTALL OF

PAVEMENT SURFACE TO FINISH GRADE.

2. RANGE ROAD TO BE INSTALLED IN ACCORDANCE WITH PROFILE SHEET C-301

AND TYPICAL SECTION DETAIL ON SHEET C-506.

3. KENTUCKY DOT HEADWALL TO BE INSTALLED PER KYDOT STANDARDS (LATEST

VERSION) AND DETAIL ON SHEET C-507.

4. OUTLET STABILIZATION MEASURE IS NOTED ON PLANS AS "RIP RAP #". MEASURE

TO BE INSTALLED AND SIZED PER DETAIL ON SHEET C-504.

5. OUTFALL STRUCTURE TO BE INSTALLED PER DETAIL ON SHEET C-507.

6. CONTRACTOR SHALL ANTICIPATE OVER-EXCAVATING AND BACKFILLING

APPROXIMATELY FIVE (5') FEET UNDER BUILDING FOOTPRINTS.

7. CONTRACTOR IS HEREBY CAUTIONED THAT PROJECT SITE CONTAINS POOR SOIL

CONDITIONS AS REFERENCED IN BORING LOGS WITHIN DRAWINGS.

GRADING PLANC1 SCALE: 1" = 30'-0"

07-21-2022 w w w .c em s-ae .c om

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Pl an s-

501502

507508

511512513

517518519

522523

527528529

532533

536537

4 47

GATE

EDGE OF GRAVEL

DRIVE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

FLO

PLAIN

(100-YR

RANGE ROAD

MATCHLINE - CG104

MATCHLINE - CG103

MATCHLINE - CG104

MATCHLINE

- CG101 US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

KEYPLAN

103101

CG104

G R

G P

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. ALL GRAVEL SURFACE TO BE RAKED AND LEVELED PRIOR TO

INSTALL OF PAVEMENT SURFACE TO FINISH GRADE.

2. RANGE ROAD TO BE INSTALLED IN ACCORDANCE WITH PROFILE

SHEET C-301 AND TYPICAL SECTION DETAIL ON SHEET C-506.

GRADING PLANC1 SCALE: 1" = 30'-0"

07-21-2022 w w w .c em s-ae .c om

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Pl an s-

3"UNDERGROUND

FENCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

24'

' H

GRAVEL E

NTRANCE R

OAD

C H

- C

C H

- C

MATCHLINE - CS101

MATCHLINE - CS102

MATCHLINE - CS104

MATCHLINE

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

SITE PLANC3 SCALE: 1" = 30'-0"

KEYPLAN

103101

CS101

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. EXISTING GRAVEL ENTRANCE ROAD TO BE RE-SURFACED TO 24' WIDTH. INSTALL PER TYPICAL

SECTION DETAIL ON SHEET C-506.

2. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGEND.

3. SEE SHEET C-101 FOR OVERALL SITE LAYOUT PLAN.

4. SEE SHEET C-301 THROUGH C-302 FOR ROAD DESIGN INFORMATION.

A. ENTRANCE ROAD - SEE PROFILE SHEET C-301

B. LINE/CURVE TABLES - SEE SHEET C-302

5. CMU WALLS TO BE INSTALLED PER TYPICAL SECTION DETAIL ON SHEET 11S-501.

07-21-2022 w w w .c em s-ae .c om

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G R

R O

MINARET

BANK

BLDG 4

SERVICE

STATION

BLDG 5

DRY FORK CREEK

LANDING AREA #2

(6,210 SF)

LANDING AREA #1

(15,625 SF)

4' ASPHALT

SIDEWALK (TYP.)

4' HIGH CMU WALL

4' HIGH

CMU WALL

EX. MUNICIPAL

CENTERBLDG 1

EX. HOTEL

BLDG 3

EX. SCHOOL #1

(2-STORY)

BLDG 7

7'UNDERGROUND

3' UNDERGROUND

5' UNDERGROUND

UNDER

GROUND

7' UNDERGROUND

7' U

NDERGROUND

GATES

GATE

BUILDING

STAIRS

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

24'

HELO LANDING ZONE

(HLZ)

100' x 200'

3' WIDE RAISED

CONCRETE ISLAND

' H

EX. SHALLOW

WATER CROSSING

RANGE ROAD

KINETIC ACCESS

MATCHLINE - CS101

MATCHLINE - CS102

MATCHLINE - CS103

MATCHLINE - CS102

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

KEYPLAN

103101

CS102

SITE PLANC1 SCALE: 1" = 30'-0"

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. EXISTING GRAVEL ENTRANCE ROAD TO BE RE-GRADED TO 24' WIDTH. INSTALL PER TYPICAL SECTION

DETAIL ON SHEET C-506.

2. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGEND.

3. SEE SHEET C-101 FOR OVERALL SITE LAYOUT PLAN.

4. SEE SHEET C-301 THROUGH C-302 FOR ROAD DESIGN INFORMATION.

A. ENTRANCE ROAD - SEE PROFILE SHEET C-301

B. LINE/CURVE TABLES - SEE SHEET C-302

5. ALL SIDEWALKS TO BE OF ASPHALT PAVEMENT MATERIAL, UNLESS OTHERWISE DIRECTED.

6. EACH BUILDING SHALL HAVE A 10' WIDE REINFORCED SURFACE AROUND ENTIRE PERIMETER. INSTALL

PER TYPICAL SECTION DETAIL ON SHEET C-506.

7. CMU WALLS TO BE INSTALLED PER TYPICAL SECTION DETAIL ON SHEET 11S-501.

BID OPTION 003 - COLOR MODIFICATIONS SHALL

BE APPLIED TO THE PARAPET WALL POLYUREA

LINING SYSTEM ON ALL EXISTING BUILDINGS. THE

ASSOCIATED SPECIFICATION SECTION IS 09 96 00

HIGH-PERFORMANCE COATINGS. AT THE EXISTING

BUILDINGS WITH PARAPET WALLS, MODIFY THE

PARAPET WALL POLYUREA LINING SYSTEM BY

APPLYING PRIMER / SURFACE ACTIVATOR TO THE

EXISTING MATERIAL, AND THEN APPLY THE NEW

PRODUCT TOPCOAT (BASIS OF DESIGN IS

WASSER MC-LUSTRE, COLUMBIA GREY) PER THE

MANUFACTURER'S RECOMMENDATIONS.

07-21-2022 w w w .c em s-ae .c om

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DRY FO

RK CREEK

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

LANDING AREA #3

(9,160 SF)

4' HIGH

CMU WALL

EX. SCHOOL #2

BLDG 8

STAIRS

L13

LIMITS OF

DISTURBANCE

PROJECT LIMITS

4' ASPHALT

SIDEWALK (TYP.)

10+00

10+50

9+75

HELO LANDING ZONE

(HLZ)

100' x 200'

HELO LANDING ZONE

(HLZ)

100' x 200'

MILL EXISTING

PAVEMENT FOR

ADJOINING NEW

PAVEMENT DETAIL

SEE SHEET C-506

RANGE ROAD

(SEE NOTES)

' H

24'

24' WIDE ASPHALT

PAVEMENT (TYP.)

10' HIGH CMU WALL

RANG

E RO

TRANSITION TO NEW

PAVEMENT WIDTH

(SEE NEW CROSS-SECTION

ON SHEET C-302)

MATCHLINE - CS104

MATCHLINE - CS103

C H

- C

MATCHLINE - CS103

MATCHLINE - CS102

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

KEYPLAN

103101

CS103

SITE PLANC1 SCALE: 1" = 30'-0"

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

NOTES

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, STAKING TABLE, AND LEGEND.

2. SEE SHEET C-101 FOR OVERALL SITE LAYOUT PLAN.

3. SEE SHEET C-301 THROUGH C-302 FOR ROAD DESIGN INFORMATION.

A. ENTRANCE ROAD - SEE PROFILE SHEET C-301

B. LINE/CURVE TABLES - SEE SHEET C-302

4. ALL SIDEWALKS TO BE OF ASPHALT PAVEMENT MATERIAL, UNLESS OTHERWISE DIRECTED.

5. EACH BUILDING SHALL HAVE A 10' WIDE REINFORCED SURFACE AROUND ENTIRE PERIMETER.

INSTALL PER TYPICAL SECTION DETAIL ON SHEET C-506.

6. CMU WALLS TO BE INSTALLED PER TYPICAL SECTION DETAIL ON SHEET 11S-501.

BID OPTION 003 - COLOR MODIFICATIONS SHALL

BE APPLIED TO THE PARAPET WALL POLYUREA

LINING SYSTEM ON ALL EXISTING BUILDINGS. THE

ASSOCIATED SPECIFICATION SECTION IS 09 96 00

HIGH-PERFORMANCE COATINGS. AT THE EXISTING

BUILDINGS WITH PARAPET WALLS, MODIFY THE

PARAPET WALL POLYUREA LINING SYSTEM BY

APPLYING PRIMER / SURFACE ACTIVATOR TO THE

EXISTING MATERIAL, AND THEN APPLY THE NEW

PRODUCT TOPCOAT (BASIS OF DESIGN IS

WASSER MC-LUSTRE, COLUMBIA GREY) PER THE

MANUFACTURER'S RECOMMENDATIONS.

07-21-2022 w w w .c em s-ae .c om

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Pl an s-

24'

R25'

R2'

24' WIDE ASPHALT

PAVEMENT (TYP.)

TIE INTO EXISTING

GRAVEL ROAD

24'

PAVEMENT SURFACE TRANSITION

(SEE SHEET C-506)

GATE

EDGE OF GRAVEL

DRIVE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

MATCHLINE - CS104

MATCHLINE - CS103

MATCHLINE - CS104

MATCHLINE

- CS101 US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

T C

L, K

S U

D R

B Y:

D B

C H

D B

D D

C O

D E:

G w w w .c em s-ae .c om

: S te ve

T ho m as

Pr oj ec t:

E, K

D R

. M

L U

G P

L U

.S . A

R M

Y C

O R

F M

O U

N (R

T N

U M

: 1 8-

, P

U M

: 5

E D

C O

N O

N N

2Q R

-1 8-

D -0

P2 N

U M

2Q R

-2 2-

F-

C . M

O O

H O

GRAPHIC SCALE

KEYPLAN

103101

CS104

SITE PLANC1 SCALE: 1" = 30'-0"

30'

SCALE: 1" = 30'

0 30' 60'

RANGE ROAD

(SEE NOTES)

NOTES

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES AND LEGEND.

2. SEE SHEET C-101 FOR OVERALL SITE LAYOUT PLAN.

3. SEE SHEET C-301 THROUGH C-302 FOR ROAD DESIGN INFORMATION.

A. ENTRANCE ROAD - SEE PROFILE SHEET C-301

B. LINE/CURVE TABLES - SEE SHEET C-302

07-21-2022 w w w .c em s-ae .c om

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Pl an s-

G R

R O

MINARET

BANK

BLDG 4

SERVICE

STATION

BLDG 5

DRY FORK CREEK

HIG

H RISK UXO

CLEARING

AREA BO

UNDARY

LANDING AREA #2

(6,210 SF)

LANDING AREA #1

(15,625 SF)

7 8

16 17

180 181

175 176 177

179 180 181

EX. MUNICIPAL

CENTERBLDG 1

EX. HOTEL

BLDG 3

EX. SCHOOL #1

(2-STORY)

BLDG 7

GATES

GATE

BUILDING

STAIRS

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

PROJECT LIMITS

HELO LANDING ZONE

(HLZ)

100' x 200'

' H

EX. SHALLOW

WATER CROSSING

RANGE ROAD

KINETIC ACCESS

MATCHLINE - CS106

MATCHLINE - CS105

US Army…

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File details come from the government source that posted it. Updated Aug 11, 2022.