25-026-ITB_West_Vault_Electric_Service_Upgrade_-_Concrete_Walk_Dwg.pdf

Ex. 1 Story Masonry Building w/ Basement

BENCHMARK

Cross Notch

N=4269699.933 E=5225420.565

Elev=870.70

871.12

1.

871.01

870.97 870.87

871.01

TIE SIDEWALK

INTO EX. CONC.

4.0'

4.0'

871.07 871.24

3.0'

4.0'

NEW DOOR/GATE ACCESS

TO BE INSTALLED SEE

CMTA PLANS

19.0'

6.3'4.0'

4" SLAB AROUND NEW

EQUIPMENT

2.

0%

4.0'

MDW

10-31-2024

NJM

W E

S T

V A

U

LT

E

LE

C

TR

IC

A L

IM

P

R O

V E

M E

N

TS

Y O

U E

LL

R

O A

D H

E B

R O

N , B

O O

N E

C O

U N

TY

C

O M

M O

N W

E A

LT

H

O F

K E

N

TU

C K

Y

S

IT

E P

LA

N

D at e

SCALE: 1" =

Basis of Bearing:

10 15

10'

State Plane NAD83 (2011) w w w .b ay er be ck er .c om

Fo rt

M itc he ll, K Y

- 8

.2

.1

G ra nd vi ew D riv e

Issue Date:

Checked By:

Drawn by:

Drawing:

Sheet:

24-0281 CD

Pl ot ti m e:

O ct

1,

- 2 :4

3p m

D ra w in g na m e:

J :\2

4\

-0

1\

C V\

D W

G \2

4-

C

D .d w g

- L ay ou t T ab : L ay ou t1

Ite m

R ev is io n D es cr ip tio n D rw n:

C hk

TH

IS

D O

C U

M E

N T

A N

D A

LL

R

E

LA

TE

D

D E

TA

IL

D R

A W

IN

G

S , S

P E

C

IF

IC

A

TI

O

N S

, A N

D E

LE

C

TR

O

N

IC

M E

D

IA

P R

E P

A R

E D

O R

F U

R N

IS

H

E D

B Y

B A

Y E

R B

E C

K E

R

B B

A

R E

P R

O U

D

LY

M A

D E

IN

T

H E

U S

A A

N D

A R

E

IN

S

TR

U M

E N

TS

O

F B

B 'S

P R

O

FE

S S

IO

N

A L

S E

R V

IC

E

, A N

D

IS

T H

E E

X C

LU

S

IV

E

P R

O P

E R

TY

O

F B

B . N

O D

IS

C

LO

S

U R

E , U

S E

, R E

P R

O D

U C

TI

O

N , O

R D

U P

LI

C

A

TI

O N

IN

W

H O

LE

, O

R

IN

P A

R T, M A

Y B

E M

A D

E W

IT

H

O U

T W

R

IT

TE

N

P E

R M

IS

S

IO

N

O F

B B

, A N

D

IS

D O

N E

S O

A T

U S

E R

'S S

O

LE

R

IS

K . C

O P

Y R

IG

H

T

A

LL

R

IG

H

TS

R E

S E

R V

E D

SITE

LEGEND

VICINITY MAP

(Not to Scale)

C V

G

TYPICAL CONCRETE SIDEWALK SECTION

5" 3,500 PSI, CLASS "A" CONCRETE

4" DENSE GRADED AGGREGATE

SUBGRADE COMPACTION PER GEOTECH RECOMMENDATIONS

LEGEND

C .K

E

YS

1-800-752-6007

W O

DA

RKING

LL

C A

YO

RE

BEFO

D I

U G

UN

UNDE

U C

N T

KY

RGRO

OT

PR

T

IO

N

, IN

EC

D

GRADING LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR856

PROPOSED SPOT ELEVATION866.66

OTHER ABBREVIATIONS

USED ON THIS SURVEY

STM - Storm Sewer CB - Catch Basin HW - Headwall MH - Manhole SAN - Sanitary Sewer S.L. - Sanitary Lateral Ex. - Existing B/C - Back of Curb B/B - Back to Back E/P - Edge of Pavement E/G - Edge of Gravel R/W - Right-of-way PP - Per Plans PM - Per Markings IP - Iron Pin IPP - Iron Pipe

NOTES

The underground utilities shown on this drawing are approximate and may not represent all underground installations located on the site. BB contacted Kentucky 811 on October 11, 2024, and requested record maps and field markings for this site. The underground utilities shown on this drawing are based on those maps and markings, along with evidence observed during the field survey and any additional documents provided by the client or owner. If the exact location of any underground utility is required, the client, at their own cost, should make arrangements to have the utilities exposed and contact BB to have them located directly.

The reference meridian is NAD83 (2011) Kentucky State Plane Coordinates, Single Zone (1600).

The Vertical datum used is NAVD 88, Geoid 12A, GPS derived heights. The topography plotted is based upon field data collected within the project limits, supplemented by statewide LiDAR (available from the Kentucky Aerial Photography and Elevation Data Program's) outside of the project limits.

EX=

866.66 EXISTING SPOT ELEVATION

GENERAL NOTES:

1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF CVG

PLANNING AND DEVELOPMENT CONSTRUCTION CHECKLIST

2. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO

CONSTRUCTION. SITE CONTRACTOR SHALL PROPERLY REMOVE DEBRIS AND

SEDIMENT FROM BMPs AS THE PROJECT PROGRESSES.

3. CONTRACTOR TO VERIFY ALL QUANTITIES WITH OWNER PRIOR TO

COMMENCEMENT OF WORK.

4. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLAN HAVE BEEN

OBTAINED BY FIELD CHECKS AND SEARCHES OF AVAILABLE RECORDS AND DO NOT

NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON

THE PREMISES. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR

COMPLETENESS. THE CONTRACTOR SHALL VERIFY LOCATIONS WITH UTILITY

COMPANIES BEFORE MAKING EXCAVATIONS. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATIONS WHETHER SHOWN

ON THESE PLANS OR NOT.

5. THESE PLANS, AS PREPARED BY BAYER BECKER, DO NOT EXTEND TO OR INCLUDE

SYSTEMS PERTAINING TO THE SAFETY OF THE DEMOLITION/CONSTRUCTION

CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE

PERFORMANCE OF THE WORK. THE SEAL OF BAYER BECKER'S REGISTERED

PROFESSIONAL ENGINEER HEREON DOES NOT EXTEND TO ANY SUCH SAFETY

SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS.

THE CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY

SYSTEMS WHICH MAY BE REQUIRED BY U.S. OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS.

6. CONTRACTOR TO PROVIDE CONSTRUCTION STAKING AND LAYOUT.

BURIED UTILITIES NOTE:

All above ground features have been field located. All buried utilities have been shown based upon field evidence, project utility plans, and/or information obtained from utility companies. The utilities shown may or may not be shown in their actual location. Other buried utilities might exist on the subject property which are not shown on this drawing.

GRADING NOTES:

1. ALL PROPOSED CONTOURS & SPOT ELEVATIONS ARE INTENDED TO BE FINAL GRADES AND REFLECT PAVEMENT, FINISH FLOOR OR TOP SOIL PLACEMENT UNLESS OTHERWISE SPECIFIED.

2. BEST MANAGEMENT PRACTICES (BMPs) SHALL BE IMPLEMENTED AS DEEMED NECESSARY. CONTRACTOR SHALL MONITOR CONSTRUCTION BMPs AND PROVIDE ADDITIONAL BMPs AS DEEMED

NECESSARY.

3. CONTRACTOR SHALL CHECK BMPs EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A 0.5 INCH RAIN EVENT. CONTRACTOR SHALL KEEP A LOG PER EPA GUIDELINES.

4. SITE STABILIZATION SHALL BEGIN WITHIN 14 DAYS ON AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY (FOR 21 DAYS OR MORE) CEASED.

5. CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO CLEARING ANY HEALTHY TREES.

6. ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED TO PRODUCE A SURFACE SATISFACTORY FOR THE PROPER INSTALLATIONS OF WALKS ETC.

7. ALL MUD OR DEBRIS TRACKED ON EXISTING CITY STREETS SHALL BE CLEANED AT THE END OF EACH DAY OR AS DIRECTED BY THE OWNER.

8. SITE EXCAVATION CONTRACTOR SHALL PLACE 4" MINIMUM OF TOP SOIL & SPREAD GRASS SEED ON ALL DISTURBED AREAS OUTSIDE OF PAVED AREAS.

LICENSED

10-31-24

AutoCAD SHX Text Ex. Conc. Parking

AutoCAD SHX Text Ex. Asphalt Drive

AutoCAD SHX Text Ex. Conc.

AutoCAD SHX Text Ex. Conc. Pad

AutoCAD SHX Text Ex. Conc. Pad

AutoCAD SHX Text Ex. Grass Area

AutoCAD SHX Text Ex. Grass Area

AutoCAD SHX Text Ex. Grass Area

AutoCAD SHX Text Ex. Gravel

AutoCAD SHX Text

EMH

AutoCAD SHX Text Ex. Asphalt Drive

AutoCAD SHX Text Ex. Water Line (Per GIS)

AutoCAD SHX Text Ex. Asphalt Drive

AutoCAD SHX Text Ex. Water Line (Per GIS)

AutoCAD SHX Text Ex. Water Line (Per GIS)

AutoCAD SHX Text Ex. Water Line (Per GIS)

AutoCAD SHX Text Ex. Underground Electric (Per GIS)

AutoCAD SHX Text Ex. Underground Electric (Per Plan)

AutoCAD SHX Text Ex. Underground Electric (Per Markings)

AutoCAD SHX Text 5 Parking Spaces

AutoCAD SHX Text 160' to Youell Rd.

AutoCAD SHX Text co

AutoCAD SHX Text -Ex Sanitary Clean Out

AutoCAD SHX Text D

AutoCAD SHX Text -Ex Storm Down Spout

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text -Ex Elec. M.H.

AutoCAD SHX Text -Ex Elec. Box

AutoCAD SHX Text -Ex Utility Pole

AutoCAD SHX Text -Ex Guy Wire

AutoCAD SHX Text T

AutoCAD SHX Text -Ex Tele. Box

AutoCAD SHX Text Ex Underground Water Main

AutoCAD SHX Text Ex Overhead Utilities

AutoCAD SHX Text Ex Underground High Pressure Steam Line

AutoCAD SHX Text Ex Major Contour

AutoCAD SHX Text Ex Minor Contour

AutoCAD SHX Text Ex Chainlink Fence

AutoCAD SHX Text e

AutoCAD SHX Text -Ex Elec. Meter

AutoCAD SHX Text Ex Underground Electric

AutoCAD SHX Text Ex Treeline

AutoCAD SHX Text -Ex Transformer

AutoCAD SHX Text -Ex Benchmark

AutoCAD SHX Text Youell Rd.

AutoCAD SHX Text

THE LOCATION OF THE UNDERGROUND UTILITIES

AutoCAD SHX Text

SHOWN HAVE BEEN OBTAINED BY FIELD CHECKS

AutoCAD SHX Text

AND INFORMATION PROVIDED BY THE UTILITY

AutoCAD SHX Text

COMPANIES. IT IS BELIEVED THAT THEY ARE

AutoCAD SHX Text

CORRECT BUT THE PREPARER DOES NOT

AutoCAD SHX Text

GUARANTEE THE ACCURACY OR COMPLETENESS.

AutoCAD SHX Text

THEREFORE, ALL UNDERGROUND UTILITIES SHALL

AutoCAD SHX Text

BE FIELD LOCATED PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

FOR MORE INFORMATION USE NUMBER SHOWN.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text

MICHAEL D.

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text 24934

AutoCAD SHX Text

WILLENBRINK

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text K

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text K

AutoCAD SHX Text Y