6-Hall Place Blvd (Cedar Creek Connector) - Final Plans - FS Stamped.pdf

10-14-2025

TYPICAL SECTIONS

4:1

MAX.

2.0%

PAVEMENT - CEDAR CREEK CONNECTOR

CRUSHED STONE BASE

CL2 ASPH BASE 1.00D PG64-22

CL2 ASPH BASE 1.00D PG64-22

CL2 ASPH SURF 0.38B PG64-22

6.00" DEPTH

3.75" DEPTH

3.75" DEPTH

1.50" DEPTH

POINT

GRADE

PROPOSED TWO-LANE SECTION WITH SIDEWALKS

4:1 MAX. MAX

2.0%

4.0%

TRAFFIC LANE

4:

1 M

AX.

4:1 MAX.

MAX

2.0%

4.0%

2.0%

2' 2' 12'5' 4' 2'2'12' 5'4'

6"

DETAIL "D"

DETAIL "B"

DETAIL "A"

DETAIL "A"

DETAIL "B"

29'

1.50" ASPH SURF

3.75" ASPH SURF

3.75" ASPH BASE

STONE BASE

6.00" CRUSHED

4.00" CONCRETE

AND GUTTER

STANDARD CURB

LOU. METRO

1.5"

1.50" ASPH SURF

3.75" ASPH SURF

3.75" ASPH BASE

STONE BASE

6.00" CRUSHED

PAVEMENT - CEDAR CREEK ROAD

CRUSHED STONE BASE

CL2 ASPH BASE 1.00D PG64-22

CL2 ASPH BASE 1.00D PG64-22

CL2 ASPH SURF 0.38B PG64-22

6.00" DEPTH

3.75" DEPTH

3.75" DEPTH

1.50" DEPTH

DETAIL "C"

N.T.S.

1.50" ASPH SURF

3.75" ASPH BASE

3.75" ASPH BASE

6.00" CRUSHED STONE BASE

OF PAVEMENT

EXISTING EDGE

FULL DEPTH

SAW CUT

PG64-22 (AS NEEDED)

LEVELING AND WEDGING

(AS NEEDED)

MILLING AND TEXTURING

18"

6"

LONGITUDINAL EDGE KEY

LIFTS WITHIN PAVING LIMITS AT AN APPLICATION RATE OF 0.70 LB/SQ YD.

ASPHALT MATERIAL FOR TACK NON-TRACKING REQUIRED BETWEEN PAVEMENT

NOTES:

LONGITUDINAL EDGE KEY (PAID PER LINEAR FOOT).

WITH LONGITUDINAL EDGE KEY SHALL BE INCIDENTAL TO

MILLING AND TEXTURING AND/OR SAW CUTS ASSOCIATED

STA. 100+00 TO STA. 108+64.50

TRAFFIC LANE

2.0% 2.0%

PROPOSED WIDENING SECTION

POINT

GRADE

EXISTING PAVEMENT

2' VARIES (0'-12') MATCH EXISTING MATCH EXISTING

2.0%

4:1

MAX.

8.0%

DETAIL "D" DETAIL "C" DETAIL "E"

3.75"

STA. 202+15.00 TO STA. 203+42.00

2'

3.5'

ELECTRICAL CONDUIT*

1 - PROP. 6"

OVER TOP OF CONDUIT. PAID FOR AS 08269 ELECTRICAL CONDUIT.

AND INSTALLED WITH A FINAL MINIMUM COVER OF 3' - 6"

*CONDUIT SHALL BE RIGID PVC, NON-METALLIC SCHEDULE 40

WIDENING AREAS

4:1

MAX.

2.0%

POINT

GRADE

PROPOSED THREE-LANE SECTION WITH SIDEWALKS

4:1 MAX. MAX

2.0%

4.0%

TRAFFIC LANE

4:

1 M

AX.

4:1 MAX.

MAX

2.0%

4.0% 2.0%

2' 2' 12'5' 4' 2'2'12' 5'4'

DETAIL "A"

DETAIL "B"VARIES (29'-41')

STA. 108+64.50 TO STA. 111+17.50

TRAFFIC LANE

ELECTRICAL CONDUIT*

1 - PROP. 6"

TRAFFIC LANE

VARIES (0'-12')

2'

3.5'

8.0% 8.0%

8.0% 8.0%

SOD SOD

SOD SOD

ASPHALT SEAL AGGREGATE - 20 LB/SQ. YD. (SIZE NO. 8 OR 9)

ASPHALT SEAL COAT - 2.40 LB/SQ. YD.

DOWN THE DITCH OR FILL SLOPE. TWO APPLICATIONS OF THE FOLLOWING:

ASPHALT SEAL REQUIRED FROM THE EDGE OF PAVEMENT TO A POINT 2 FEET

LONGITUDINAL EDGE KEY (PAID PER LINEAR FOOT).

WITH LONGITUDINAL EDGE KEY SHALL BE INCIDENTAL TO

MILLING AND TEXTURING AND/OR SAW CUTS ASSOCIATED

R2

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TYPICAL SECTIONS

23 JEFFERSON

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

WM #12854SDP-24-1397

NORMAL SECTION

PROPOSED LEVELING & WEDGING

TYPICAL SECTIONS

LEVELING & WEDGING AREAS

LEVELING & WEDGING PG64-22 VAR. DEPTH

PAVEMENT - CEDAR CREEK ROAD

PG64-22 (AS NEEDED)

LEVELING AND WEDGING

DETAIL "E"

N.T.S.

STA. 201+00.00 TO STA. 202+15.00

VARIESVARIES

2.0%2.0%

EXISTING PAVEMENT

1.50" ASPH SURFACE

DETAIL "E"

CL2 ASPH SURF 0.38B PG64-22 1.50" DEPTH

EXISTING PAVEMENT

TRAFFIC LANE TRAFFIC LANE

SHOULDERS

TRAFFIC LANES

FULL DEPTHEARTH

PAVEMENT - ENTRANCES

4.0" DEPTH

3.25" DEPTH

1.50" DEPTH

CRUSHED STONE BASE

CL2 ASPH BASE 1.00D PG64-22

CL2 ASPH SURF 0.38B PG64-22

8.0%8.0%

POINT

GRADE

ASPHALT ENTRANCES

(SEE PLAN SHEETS FOR LOCATIONS)

2.0% 2.0%

DETAIL "F"

1.50" ASPH SURF

3.25" ASPH BASE

DETAIL "F"

STONE BASE

4.0" CRUSHED

3.25"

1.5"

N.T.S.

2'2' SEE PLAN SHEETS FOR WIDTHS

3:1 MAX.3:1

MAX.

(AS NEEDED)

MILLING AND TEXTURING

POINT

GRADE

2:

1 (

MAX.

6'

NORMAL SECTION

PROPOSED MILLING & OVERLAY

STA. 203+42.00 TO STA. 203+65.00

MATCH EXISTINGMATCH EXISTING

MEME

EXISTING PAVEMENT

DETAIL "G"

TRAFFIC LANE TRAFFIC LANE

POINT

GRADE

DETAIL "G"

N.T.S.

1.50" ASPH SURFACE

EXISTING PAVEMENT

1.50" MILLING & TEXTURING

NORMAL SECTION

PROPOSED LEVELING & WEDGING

LEVELING & WEDGING AREAS

LEVELING & WEDGING PG64-22 VAR. DEPTH

PAVEMENT - TETON PASS TRAIL

STA. 50+00.00 TO STA. 50+75.00

VARIESVARIES

VARIESVARIES

EXISTING PAVEMENT

DETAIL "E"

CL2 ASPH SURF 0.38B PG64-22 1.50" DEPTH

TRAFFIC LANE TRAFFIC LANE

POINT

GRADE

DETAIL "H"

N.T.S.

DETAIL "H"

1.50" ASPH SURFACE

PG64-22 (AS NEEDED)

LEVELING AND WEDGING

(AS NEEDED)

MILLING AND TEXTURING

EXISTING PAVEMENT

STANDARD ROLL CURB

PROPOSED LOU. METRO

SAWCUT EXISTING CURB

LIFTS WITHIN PAVING LIMITS AT AN APPLICATION RATE OF 0.70 LB/SQ YD.

ASPHALT MATERIAL FOR TACK NON-TRACKING REQUIRED BETWEEN PAVEMENT 1

NOTES:

CONDITION NO. 1 SHALL BE USED (F=2.50')

FOR PORTION OF ENTRANCE WITHIN THE SIDEWALK, KYTC CONCRETE ENTRANCE

TYPICAL SECTION FOR PORTION OF ENTRANCE BEHIND THE SIDEWALK ONLY. 2

R2A

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TYPICAL SECTIONS

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY 23 JEFFERSON

R2B

GENERAL SUMMARY SHEET

OpenRoads Designer v10.12.02.4

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SHEET NO.METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

ESTIMATED EARTHWORK QUANTITIES:

ROADWAY EXCAVATION = 4,000 CY

EMBANKMENT = 2,815 CY

NOTES:

QUANTITY FOR SINKHOLE TREATMENT.1

INCLUDES QUANTITY FOR ALL SIDE SLOPES EQUAL TO OR STEEPER THAN 3:1.2

QUANTITY EQUAL TO TWO-THIRDS OF TOTAL DISTURBED AREA.3

QUANTITY EQUAL TO ONE-HALF OF TOTAL DISTURBED AREA.4

FOR DOUBLE YELLOW, SINGLE WHITE, EDGE LINES, AND CROSSWALKS.5

EARTHWORK TOTALS ARE FOR INFORMATIONAL PURPOSES ONLY.6

QUANTITY FOR WATER VALVE OFF TETON PASS TRAIL CL STA. 50+28, 28' RT.7

QUANTITY FOR ROCK DITCH CHECK.8

WM #12854SDP-24-1397

FOR ASSUMED ROCK DEPTHS.

TRENCHING, OR TRENCHING FOR PERFORATED PIPES. SEE GEOTECHNICAL REPORT

WILL BE PROVIDED FOR ROCK EXCAVATION FOR EARTHWORK, STORM SEWER

INCLUDES ALL ROCK EXVACATION ON PROJECT. NO ADDITIONAL COMPENSATION9

ITEM DESCRIPTION UNIT

TOTAL

PROJECT

24970EC ASPHALT MATERIAL FOR TACK NON-TRACKING TON 6

LOU. METRO STANDARD CURB & GUTTER LF 2,152

LOU. METRO STANDARD HEADER CURB LF 56

LOU. METRO STANDARD ROLL CURB LF 158

MSD CATCH BASIN TYPE 2 EACH 1

MSD DOUBLE CURB INLET TYPE 2-L EACH 14

MSD END TREATMENT FOR DRIVEWAY PIPE EACH 4

MSD PAVED "V" DITCH SQ YD 15

MSD STONE BAG INLET PROTECTION EACH 15

MSD WINGED HEADWALL PROTECTION EACH 3

MSD STONE BAG CHECK DAM IN SMALL DITCH EACH 9

CONTECH CASCADE CS-3 EACH 1

CONTECH CASCADE CS-4 EACH 1

CONTECH STORMGATE MANHOLE EACH 2

ITEM DESCRIPTION UNIT

TOTAL

PROJECT

00071 CRUSHED AGGREGATE NO 57 TON 6

01000 PERFORATED PIPE-4 IN EACH 96

01010 NON-PERFORATED PIPE-4 IN EACH 312

01812 REMOVE CURB AND GUTTER LF 128

02101 CEM CONC ENT PAVEMENT-8 IN SQ YD 81

02159 TEMP DITCH LF 79

02200 ROADWAY EXCAVATION CU YD 4,000

02242 WATER MGAL 130

02223 GRANULAR EMBANKMENT CU YD 15

02483 CHANNEL LINING CLASS II TONS 20

02545 CLEARING AND GRUBBING LS 1

02568 MOBILIZATION LS 1

02569 DEMOBILIZATION LS 1

02585 EDGE KEY LF 24

02602 FABRIC-GEOTEXTILE CLASS 1 SQ YD 150

02603 FABRIC-GEOTEXTILE CLASS 2 SQ YD 1,709

02650 MAINTAIN & CONTROL TRAFFIC LS 1

02676 MOBILIZATION FOR MILLING & TEXTURING LS 1

02677 ASPHALT PAVE MILLING & TEXTURING TON 67

02701 TEMP SILT FENCE LF 1,200

02720 SIDEWALK-4 IN CONCRETE SQ YD 1,261

02721 REMOVE CONCRETE SIDEWALK SQYD 4

02726 STAKING LS 1

03425 ADJUST WATER VALVE EACH 1

05952 TEMP MULCH SQ YD 3,333

05953 TEMP SEEDING AND PROTECTION SQ YD 2,500

05963 INITIAL FERTILIZER TON 0.4

05964 MAINTENANCE FERTILIZER TON 0.2

05985 SEEDING AND PROTECTION SQ YD 4,694

05990 SODDING SQ YD 938

05992 AGRICULTURAL LIMESTONE TON 4

06406 SBM ALUM SHEET SIGNS .080 IN SQ FT 116

06411 STEEL POST TYPE 2 LF 144

06515 PAVE STRIPING-PERM PAINT-6 IN LF 5,630

05950 EROSION CONTROL BLANKET SQ YD 109

08269 ELECTRICAL CONDUIT LF 1,080

0014081 W SERVICE RELOCATE EACH 1

40029 UNSUITABLE EXCAVATION CU YD 360

20205EC PAVE MARK STOP BAR-24 IN PAINT LF 74

20208NC PAVE MARK-PAINT ARROWS EACH 4

20315ED CLAY SOIL CAP CU YD 6

20430ED SAW CUT LF 373

21289ED LONGITUDINAL EDGE KEY LF 245

21373ND REMOVE SIGN EACH 3

23158ES505 DETECTABLE WARNINGS SQ FT 94

23250ED REMOVE GRAVEL ENTRANCE SQ YD 418

23274EN11F TURF REINFORCEMENT MAT 1 SQ YD 272

24631EC BARCODE SIGN INVENTORY EACH 12

R2C

PIPE DRAINAGE AND PAVING SUMMARY SHEET

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LOUISVILLE-JEFFERSON COUNTY

NOTES:

ESTIMATED AT 115 POUNDS PER SQUARE INCH OF DEPTH.

ESIMATED AT 20 POUNDS PER SQUARE YARD (SIZE NO. 8 OF 9M) (TWO APPLICATIONS).3

ESTIMATED AT 2.40 POUNDS PER SQUARE YARD (TWO APPLICATIONS).4

ESTIMATED AT 0.70 POUNDS PER SQUARE YARD.5

ESTIMATED AT 110 POUNDS PER SQUARE INCH OF DEPTH.

746 TONS ADDED FOR REPLACEMENT OF UNSUITABLE EXCAVATION.6

PAVING AREAS

ITEM

C E

D A

R

C R

E E

K

C O

N N

E C

T O

R

C E

D A

R

C R

E E

K

R O

A D

T E

T O

N P

A S

S

T R

A

IL

E N

T R

A N

C E

S

T O

T A

L

SQUARE YARDS

1.50'' CL2 ASPH SURF 0.38B PG 64-22 3,409 688 221 159 4,477

3.25" CL2 ASPH BASE 1.00D PG 64-22 0 0 0 162 162

3.75" CL2 ASPH BASE 1.00D PG 64-22 6,740 273 0 0 7,013

4.00" CRUSHED STONE BASE 0 0 0 167 167

6.00" CRUSHED STONE BASE 3,995 162 0 0 4,157

8.00'' CEM CONC ENT PAVEMENT 0 0 0 81 81

ASPHALT MATERIAL FOR TACK NON-TRACKING 6,780 688 221 159 7,848

ASPHALT SEAL COAT 0 86 0 0 86

ASPHALT SEAL AGGREGATE 0 86 0 0 86

1.50'' ASPHALT PAVE MILLING AND TEXTURING 0 1,281 215 0 1,496

LEVELING AND WEDGING 0 638 221 0 859

PAVING SUMMARY

ITEM DESCRIPTION UNIT

C E

D A

R

C R

E E

K

C O

N N

E C

T O

R

C E

D A

R

C R

E E

K

R O

A D

T E

T O

N P

A S

S

T R

A

IL

E N

T R

A N

C E

S

T O

T A

L

00003 CRUSHED STONE BASE TON 1,378 56 0 38 2,219

00100 ASPHALT SEAL AGGREGATE TON 0 2 0 0 2

00103 ASPHALT SEAL COAT TON 0 1 0 0 1

00190 LEVELING & WEDGING PG 64-22 TON 0 23 7 0 30

00212 CL2 ASPH BASE 1.00D PG64-22 TON 1,390 56 0 29 1,475

00307 CL2 ASPH SURF 0.38B PG64-22 TON 281 56 18 13 369

02101 CEM CONC ENT PAVEMENT - 8 IN SQ YD 0 0 0 81 81

02677 ASPHALT PAVE MILLING & TEXTURING TON 0 106 18 0 124

24970EC ASPHALT MATERIAL FOR TACK NON-TRACKING TON 4 1 0 1 6

WM #12854SDP-24-1397

STORM SEWER PIPE

ENT.

PIPE

S H

E E

T N

O

I

N C

H

I

N C

H

I

N C

H

I

N C

H

I

N C

H

E N

D

T R

E A

T M

E N

T

F O

R D

R

IV

E W

A Y

P

IP

E

P

IP

E C

U L

V E

R T

H E

A D

W A

L L

IN

C

H

P

IP

E C

U L

V E

R T

H E

A D

W A

L L

IN

C

H

M S

D C

A T

C H

B A

S

IN

T Y

P E

M S

D D

O U

B L

E

C U

R B

I N

L E

T

T Y

P E

L

P

IP

E L

IN

E

IN

S

P E

C T

IO

N

R E

M A

R K

S

ITEM CODE 00520 00521 00522 00524 00439 01204 01208 24814EC

UNIT TO BID FEET FEET EACH FEET

STORM SEWERS

100+05.00 265 2 265

102+49.00 24 158 2 182

104+10.00 82 2 2 82

105+64.00 46 2 46

105+89.30 14 52 1 1 2 66

106+14.00 22 22 2 44

107+50.00 24 136 2 160

ENTRANCES

103+48.00 31 2

109+05.00 32 2

PROJECT TOTALS 68 327 368 82 63 4 1 2 1 14 845

EROSION PREVENTION AND SEDIMENT CONTROL PHASING SEQUENCE

EROSION PREVENTION AND SEDIMENT CONTROL NOTES

6. REMOVE SILT FENCE, CHECK DAMS AND INLET PROTECTION ONCE GROUND VEGETATION IS FIRMLY ESTABLISHED.

STANDARD DRAWINGS.

5. AFTER FINAL GRADING, INSTALL EROSION CONTROL BLANKET ON ANY SLOPES 3:1 OR STEEPER AS SHOWN IN THE KYTC

4. INSTALL CHECK DAMS IN PROPOSED DITCH IMMEDIATELY AFTER DITCH IS CONSTRUCTED.

3. BEGIN ROADWAY CONSTRUCTION.

2. INSTALL SILT FENCE, CHECK DAMS IN EXISTING DITCH, AND INLET PROTECTION PRIOR TO INITIATING CONSTRUCTION.

1. CONTACT MSD FOR A PRECONSTRUCTION MEETING BEFORE INSTALLING ANY EPSC.

TO BEING CONSTRUCTED.

DISABILITIES ACT (ADA). ANY NEEDED VARIANCE FROM THE ADA SHALL BE DEMONSTRATED AND APPROVED BY ENGINEER PRIOR

CONTRACTOR SHALL CONSTRUCT SIDEWALK AND RAMPS TO COMPLY WITH CURRENT GUIDELINES FROM THE AMERICANS WITH

STUMPS OF ANY SIZE ALONG WITH THEIR REMOVAL AND DISPOSAL EVEN IF THEY ARE NOT SHOWN ON THE PLAN SHEET SURVEY.

AREAS WITHIN THE RIGHT-OF-WAY AND EASEMENTS AS NECESSARY TO CONSTRUCT THE PROJECT. THIS INCLUDES ANY TREES OR

PAY ITEM "CLEARING AND GRUBBING" SHALL INCLUDE ALL MATERIAL, EQUIPMENT, AND LABOR REQUIRED TO CLEAR AND GRUB

AS INDICATED ON THE PLAN SHEETS. THIS GRADE TO DRAIN WORK SHALL BE CONSIDERED INCIDENTAL TO ADJACENT BID ITEMS.

AT LOCATIONS WHERE "GRADE TO DRAIN" IS NOTED, CONTRACTOR SHALL COMPLETE GRADING TO MAINTAIN POSITIVE DRAINAGE

LOCATE THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. SEE R3 NOTE FOR UTILITY LIST.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL EXISTING UTILITY OWNERS IN ADVANCE AND HAVE THEM FIELD

THE SURVEY DID NOT INCLUDE SUBSURFACE UTILITY ENGINEERING (SUE) INVESTIGATION FOR UTILITIES DEPICTED ON THE PLANS.

CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH ANY ADJACENT CONSTRUCTION PROJECTS.

ACQUIRED EASEMENTS. THE CONTRACTOR SHALL BE SOLELY LIABLE FOR ANY WORK THEY PERFORM OUTSIDE THE RIGHT OF WAY.

THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES TO THE AREAS WITHIN EXISTING RIGHT OF WAY AND

ANY NECESSARY CONSTRUCTION PERMITS OR LICENSES AND ANY ASSOCIATED FEES SHALL BE INCLUDED IN DEMOBILIZATION COSTS.

UNLESS OTHERWISE PROVIDED IN THE BID DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

COMMENCING WORK.

RESPONSIBILITY TO CONFIRM ALL TOPOGRAPHY IN THE FIELD AS NECESSARY FOR COMPLETION OF CONSTRUCTION BEFORE

WOULD SIGNIFICANTLY ALTER THE DESIGN INTENT OF THE DRAWINGS PRIOR TO COMMENCING WORK. IT IS THE CONTRACTOR'S

OF ANY DISCREPANCIES BETWEEN THE INFORMATION DEPICTED BY THE DRAWINGS AND ACTUAL FIELD CONDITIONS WHICH

THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE SITE AND EXISTING CONDITIONS AND NOTIFY THE OWNER

AS THE CURRENT EDITION OF THE MUTCD.

EDITION OF THE KYTC AND LOUISVILLE METRO STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS WELL

ITEMS WILL COMPLY WITH THE CURRENT EDITION OF KYTC AND LOUISVILLE MSD STANDARD DRAWINGS AND THE CURRENT

KYTC WEBSITE.

RESPECTIVE WEBSITE. THE KYTC SEPIA DRAWINGS ARE NOT ATTACHED TO THESE PLANS BUT CAN ALSO BE FOUND ON THE

SERVICES IN FRANKFORT, KY. AT (502) 564-3670. KYTC AND MSD STANDARD DRAWINGS CAN ALSO BE FOUND ON THEIR

SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE

STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A KYTC STANDARD DRAWING BOOK AND THE HEADWALL

ADDITIONAL COMPENSATION.

ITEM LISTED IN THE DRAWINGS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT WITHOUT CONSIDERATION FOR

ANY MATERIALS OR LABOR NECESSARY TO COMPLETE THE WORK AS SHOWN IN THE DRAWINGS THAT DOES NOT HAVE A PAY

HAVE FACILITIES IN THE AREA.

MAY BE NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO DETERMINE WHAT UTILITY COMPANIES

MUST COORDINATE EXCAVATION WITH THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE TO KY 811. IT

FACILITIES ARE NOT REQUIRED TO BE MEMBERS OF THE KY 811 ONE-CALL BEFORE-U-DIG (BUD) SERVICE. THE CONTRACTOR

THAN TEN (10) BUSINESS DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHOULD BE AWARE THAT OWNERS OF UNDERGROUND

THE LOCATION OF EXISTING UNDERGROUND UTILITIES. THE CALL IS TO BE PLACED A MINIMUM OF TWO (2) AND NO MORE

THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALLSYSTEM FOR INFORMATION ON

EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF RAINFALL OF 0.5 INCH OR MORE.

THE WORK REDONE IN ACCORDANCE WITH THE CONTRACT WARRANTY.

ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR THE APPLICATION OF STABILIZATION MEASURES MUST BE REPAIRED AND

ONE-HALF FULL AND PROPERLY DISPOSE OF THE MATERIAL AT SITES APPROVED BY THE RESIDENT ENGINEER.

THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS AND SILT FENCES WHENEVER THEY BECOME

TO A SEDIMENT TRAPPING DEVICE PRIOR TO BEING DISCHARGED INTO A STREAM, POND, SWALE OR CATCH BASIN.

SEDIMENT-LADEN GROUNDWATER ENCOUNTERED DURING TRENCHING, BORING OR OTHER EXCAVATION ACTIVITIES SHALL BE PUMPED

ACTIVITY HAS CEASED.

SITE STABILIZATION MEASURES SHALL BE REQUIRED AS SOON AS PRACTICABLE, BUT NO LATER THAN 14 CALENDAR DAYS AFTER THE

WHERE CONSTRUCTION OR LAND DISTURBANCE ACTIVITY WILL OR HAS TEMPORARILY CEASED ON ANY PORTION OF A SITE, TEMPORARY

MULCHED, AND ADEQUATELY CONTAINED THROUGH THE USE OF SILT FENCE.

SOIL STOCKPILES SHALL BE LOCATED AWAY FROM STREAMS, PONDS, SWALES AND CATCH BASINS. STOCKPILES SHALL BE SEEDED, BE REMOVED DAILY.

INCLUDING BUT NOT LIMITED TO WHEEL WASHING AND DAILY STREET SWEEPING. ANY SOIL TRACKED ONTO THE ROADWAY SHALL

ACTIONS MUST BE TAKEN TO MINIMIZE THE TRACKING OF MUD AND SOIL FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS.

MSD'S PRIVATE DEVELOPMENT REVIEW OFFICE. EPSC BMP'S SHALL BE INSTALLED PER THE PLAN AND MSD STANDARDS.

ACTIVITY ON THE CONSTRUCTION SITE. ANY MODIFICATIONS TO THE APPROVED EPSC PLAN MUST BE REVIEWED AND APPROVED BY

THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN SHALL BE IMPLEMENTED PRIOR TO ANY LAND DISTURBING

PROJECT NOTES

GENERAL NOTES

R2D

GENERAL NOTES SHEET

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R3

UTILITY & LEGEND SHEET

ADA Ramp

Benchmark

Bollard BOLLARD

Mailbox

Mile Marker Post

Edge of Water

Fence Hedge

Fence

Int. Stream or Ditch

Flow Line/Thalweg/

Guardrail

Railroad

Shrub Line

Monitoring Well

Parking Meter

Pedestrian Signal

Pins/Pipes

PK Nail

MP

MW

PM

PED SIG

IP

PK

Corporate Limits

County Line

Easement

Fence COA

Mineral Parcel

Property Line

Line

Right of Way

Utility Lines

All Overhead

Cable Guardrail

Ditch

Water Valve

Railroad Mile Marker

Railroad Spike

RRMM

TY 9

Crash Cushion

TY 6 D

Crash Cushion

TY 6 A

Crash Cushion

Delineator Post

Drop Box

DP

Combination Pole

Cross Notch

Curb Box Inlet

Curb Notch

NOTCH

NOTCH

Existing Spring

Fuel Tank Inlet

Fuel Tank Vent

FTI

FTV

Fire Hydrant

Sewer Valve

Force Main

Gas Meter

Well

Gas Monitoring

GM

GMW

GV

EMH

EM

ELEC PED

EL JB

Electric Manhole

Electric Meter

Electric Pedestal

Electric Pole

Box

Electric Junction

EMH

TMH

TEL PED

TV JB

TSCB

TSJB

TMH

Water Well

Yard Light

Water Valve

Yard Sprinkler

Yard Sprinkler

WV

WW

YSWV

YS

Misc Location Point

RW Parcel

Signal Pole

RR Traffic

Manhole

Pole (Light)

Power Pole

Service Pole

Sanitary Cleanout

MH

SP

SANCO

Cleanout

Septic Tank

Sanitary Manhole

STC

SANMH

EMH

SANMH

Anchor Pole

Centerline Stationing

Centerline

Control Monument

Control Point

Core Hole CORE

TY 9A

Crash Cushion

IP

Headstone

Mag Nail

STONE

HEAD

MAG

Iron Pin

Interstate Shield

Light Pole

Low Wire

Gas Well GW

M

P

Temporary Benchmark

RRS

Marker

Right of Way

Monument

Right of Way

Mineral Parcel

Storage Tank

Underground

Utility Test Hole

Marker

Water Line

Water Meter

Sign with 2 posts

Sign group (4)

Release Valve

Sewer Air

Station Stamp

Shrub

Sign Post (Single)

Sign

STAMP

STATION

SIGN

Storm Manhole

Stub Power

SSMH

Point (Misc)

Pole

Post

Quarry

Random (Ground Shot)

Satelite Dish

POST

SD

Sink Hole

Tree Line

Wall (WSM or DSM)

Blue Line Stream

Lakes and Ponds

Regulated Floodway

RDZ Line

WV

Symbol

Bike Lane

Water Spigot

UST

TH

WLM

WM

WS

CN

Utility Pole

Stub Telephone

Survey Nail MAG

Survey Cross Notch

Survey Curb Notch

Survey Spike

Survey Stone Marker

NOTCH

RRS

Swamp

STONE

Traverse Point

Tree

TRAV

Telephone Pole

Traffic Signal Pole

Telephone Booth

Box

Telephone Junction

TB

TEL JB

Overhead

Telephone Line

Telephone Manhole

Telephone Pedestal

TV Junction Box

Control Box

Traffic Signal

Junction Box

Traffic Signal

Traffic Light

Flag Pole FP

Anchors

Guidewires &

Gas Valve

Gas Vent

GV

GVE

Quality Levels

Electric With

Cable Underground

Quality Levels

Electric With

Duct Underground

Quality Levels

Fiber With

Cable Underground

Quality Levels

Telephone With

Cable Underground

Quality Levels

Telephone With

Duct Underground

Quality Levels

TV With

Cable Underground

Quality Levels

With

Main Gas

Quality Levels

With

Main Water

Quality Levels

Greater Than 12 With

Main Water

Quality Levels

Sewer Sanitary With

Quality Levels

Force Main With

Sewer Sanitary

Quality Levels

Sewer Storm WIth

Quality Levels

Multi Utility Bank

Quality Levels

Oil Line

Quality Levels

Steam Line

Electric Marker

Cable Underground

Electric Marker

Duct Underground

Fiber Marker

Cable Underground

Telephone Marker

Cable Underground

Telephone Marker

Duct Underground

CUGEM

DUGEM

CUGFM

CUGTM

DUGTM

Marker

Main Gas

TV Marker

Cable Underground

CUGTVM

GLM

Marker

Greater Than 12

Main Water

Marker

Main Water

WLM

WLMG12

Marker

Sewer Sanitary

SSM

Marker

Force Main

Sewer Sanitary

SANFMM

Marker

Sewer Storm

STMM

Marker

Multi Utility Bank

MUBM

Marker

Oil Line

OLM

Marker

Steam Line

SLM

Utility Owners

(502) 540-6163

CONTACT: TAYLOR FRIESZ

LOUISVILLE, KY 40203

700 WEST LIBERTY STREET

SEWER: MSD

(502) 357-4376

CONTACT: MICHAEL YORK

LOUISVILLE, KY 40229

4701 COMMERCE CROSSINGS DR.

FIBER OPTIC: SPECTRUM

(502) 348-4528

CONTACT: SCOTT ROCHE

BARDSTOWN, KY 4004

1340 E JOHN ROWAN BLVD

TELECOM.: AT&T

(502) 627-3708

CONTACT: ROBERT DAUGHERTY

LOUISVILLE, KY 40241

10300 BALLARDSVILLE ROAD

GAS & ELECTRIC: LG&E

EMAIL: PHOWARD@LOUISVILLEWATER.COM

(502) 569-3600

CONTACT: PAT HOWARD

LOUISVILLE, KY 40202

550 SOUTH THIRD STREET

WATER: LOUISVILLE WATER COMPANY

E(A)

ED(A)

FO(A)

T(A)

TD(A)

TV(A)

GM(A)

WM(A)

WM>12(A)

SAN(A)

SAN FM(A)

STORM(A)

MUB(A)

OIL(A)

STM(A)

METRO GOVERNMENT

FRAME

BARN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

P

IP

E

15" PIPE

P

IP

E

18" PIPE

DRAINAGE & SLOPES

PERM. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

M A

T C

H L

IN

E

S T

A

STA. 100+00.00

MATCH INTO CONST. BY OTHERS

BEGIN CONSTRUCTION

CEDAR CREEK CONNECTOR ¡

S A

R D

IS

W

A Y

EX. PERM. ESMT. FOR SAN. SEWER

T E

M P

E

S M

T

F O

R

E N

T

C O

N

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

+00.36 45.33'Lt.

+99.68 40.00'Rt.

+85.00 45.00'Rt.

+97.00 46.05'Lt.

+97.00 77.00'Lt.

N70°06'11"W - 88.60'

N80°10'54"E - 103.92'

5' SW

5' SW

DIST. LIMITS

DIST. LIMITS

A

BEX. R/W

EX. R

/W

EX. R/W

STR 1-1

STR 1-2

STR 1-3

STR 1-4

STA. 100+00.00 CONSTRUCT

24 LF EDGE KEY

S86°29'33"E

P O

B

.0

+99.81 23.99'Rt.

+24.96 25.00'Rt.

N86°29'33"W 373.16'N84°12'07"W 25.17'

N °5

'0

"E

.0

1' N °5

'0

"E

.0

S86°37'51"E

296.64'

A

B

N85°29'19"W

285.37

PAVEMENT

NEW

ASPHALT BASE

ASPHALT SURFACE

PAVEMENT

EXISTING

CRUSHED STONE BASE

EDGE KEY DETAIL

SURFACE.

SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING

SURFACE TO A MINIMUM DEPTH AND WIDTH AS DETAILED,

THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT

18"

.5

N03°58'05"E - 5.33'C

C +00.32

40.00' Lt.

STR. 1-1

DOUBLE CURB INLET 2-L

T/G = 695.11, IE = 691.32

STR. 1-2

DOUBLE CURB INLET 2-L

T/G = 695.11, IE = 691.57

STR. 1-3

DOUBLE CURB INLET 2-L

T/G = 690.57, IE = 686.32

STR. 1-4

DOUBLE CURB INLET 2-L

T/G = 690.57, IE = 687.08

ROADWAY PLAN

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\PLAN.DGNFILE NAME:

R4

103+00.00BEGINNING TO STA.

CEDAR CREEK CONNECTOR 23 JEFFERSON

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

SIDEWALK 4-IN CONCRETE

STATION SURFACE AREA

BEGIN END SQ YD

100+00.00 LT. 103+00.00 LT. 167

100+00.00 RT 103+00.00 RT 151

LOUISVILLE METRO. STANDARD CURB AND GUTTER

STATION LENGTH

BEGIN END LF

100+00.00 LT. 103+00.00 LT. 300

100+00.00 RT 103+00.00 RT 273

ENTRANCE CONSTRUCTION RT.

STATION SKEW

WIDTH

TYPE

PIPE DETAILS SURFACE AREA (SQ YD)

LENGTH SIZE

CEM. CONC.

ENT.

ASPHALT

FT FT IN

100+40 0 12 RESIDENTIAL N/A N/A 27 23

DRAINAGE & SLOPES

PERM. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

FRAME

BARN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

P

IP

E

15" PIPE

P

IP

E

18" PIPE

M A

T C

H L

IN

E

S T

A

EROSION CONTROL LEGEND

WINGED HEADWALL INLET PROTECTION

SILT FENCE

STONE BAG INLET PROTECTION

PIPE #1

PIPE #2

PIPE #3

PIPE #4

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

AREA OF DISTURBANCE: 0.39 AC

EX. IMPERVIOUS AREA: 0.00 AC

PR. IMPERVIOUS AREA: 0.27 AC

DIST. LIMITS

DIST. LIMITS

CEDAR CREEK CONNECTOR ¡

S86°29'33"E

P O

B

.0

STONE BAG CHECK DAM IN DITCH

EROSION CONTROL PLAN

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD PLAN SHEETS.DGNFILE NAME:

R4A

103+00.00BEGINNING TO STA.

CEDAR CREEK CONNECTOR

METRO GOVERNMENT

DRAINAGE & SLOPES

PERM. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

FRAME

BARN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

P

IP

E

15" PIPE

P

IP

E

18" PIPE

M A

T C

H L

IN

E

S T

A

PIPE #1

PIPE #2

PIPE #3

PIPE #4

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

DIST. LIMITS

DIST. LIMITS

CEDAR CREEK CONNECTOR ¡

A=0.164 AC

C=0.64

Q10=0.56 CFS

A=0.146 AC

C=0.70

Q10=0.55 CFS

LARGE DRAINAGE AREAS

SEE SHEET R18 FOR

S86°29'33"E

P O

B

.0

A=0.158 AC

C=0..5

Q10=0.42 CFS

A=0.426 AC

C=0.50

Q10=1.14 CFS

A=0.516 AC

C=0.50

Q10=1.38 CFS

DRAINAGE AREAS

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD DRAINAGE AREAS PLAN SHEETS.DGNFILE NAME:

R4B

103+00.00BEGINNING TO STA.

CEDAR CREEK CONNECTOR

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

WM #12854SDP-24-1397

ACCOUNT FOR INLET BYPASS FLOW. SEE LABELS WITHIN EACH AREA FOR THE CORRESPONDING FLOWS.

NOTE: INFORMATION SHOWN IN THE ABOVE TABLE IS FOR INDIVIDUAL PIPES. AREAS, C FACTORS, AND FLOWS ARE CUMULATIVE AND

PIPE CHART

PIPE

NO.

A

(AC)

C

Q10

(CFS)

Q100

(CFS)

LENGTH

(FEET)

SIZE

(INCHES)

SLOPE

V

(FPS)

Tc

(MIN.)

I10

(IN/HR)

I100

(IN/HR)

Q FULL

(CFS)

V FULL

(FPS)

1 0.52 0.28 0.78 0.94 24 15 1.05 3.28 10 5.310 6.96 5.75 4.79

2 0.94 0.29 1.46 1.76 241 15 1.97 4.88 10.12 5.288 6.933 7.81 6.51

3 0.15 0.98 0.77 0.96 24 15 2.15 4.2 10 5.310 6.96 8.21 6.84

4 1.25 0.44 2.85 3.5 158 18 3.68 7.46 10.911 5.141 6.756 18.05 10.03

EX. GROUND

PROP. GRADE

H W

.8

H

W

.8

T

/G

.1

I E

.3

T

Y P

E

L

H

.7

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.1

H

W

.2

T

/G

.1

I E

.5

T

Y P

E

L

H

.5

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S

T A

.0

.3

R

T

H W

.0

H

W

.1

T

/G

.5

I E

.3

T

Y P

E

L

H

.2

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.5

H

W

.5

T

/G

.5

I E

.0

T

Y P

E

L

H

.4

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S

T A

.0

.3

R

T

PLOTTED 10' BELOW DATUM

RIGHT SIDE STORM SEWER

S = 1.97%

241 LF

15" SS PIPE

S = 3.68%

158 LF

18" SS PIPE

IE = 686.58

97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00

670 670

672 672

674 674

676 676

678 678

680 680

682 682

684 684

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

702 702

704 704

.4

.5

.4

.1

.3

.1

.4

.6

.1

52K=

512'SSD=

124'L=

693.78'ELEV=

101+65.00PVI

CONSTRUCTED BY OTHERS

MATCH INTO ROADWAY

10" FM (CONSTRUCTED BY OTHERS)

-1.03%

-3.43%

.4

E L

E V

.0

S T

A

.4

E L

E

.8

S

.6

E L

E

.1

S

.4

E L

E

.0

S

.4

.9

.4

.7

.5

.8

.1

-1.03%

-3.43%

.4

E L

E

.0

S

.4

E L

E

.8

S

.6

E L

E

.1

S

.4

E L

E

.0

S

-1.03%

-3.43%

.4

E L

E

.0

S

.4

E L

E

.8

S

.6

E L

E

.1

S

.4

E L

E

.0

S

APPROX. RDZ LINE

EX. ROAD GRADE

R5

0' 4' 8'2'

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\PROFILE.DGNFILE NAME:

VERTICAL SCALE: 1"=2'

0' 40' 80'20'

HORIZONTAL SCALE: 1"=20'

ROADWAY PROFILE

103+00.00BEGINNING TO STA.

CEDAR CREEK CONNECTOR 23 JEFFERSON

METRO GOVERNMENT

12" HDPE

2 S

TORY F

RAME

POST

2 STORYFRAME

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

18" PIPE

P I P

E

P I P

E

P

IP

E

12" PI

PE

12" PI

PE

12" PI

PE

18" PI

PE

18" PI

PE

P I P

E

P I P

E

P I P

E

" P

I P

E

E X

D I T

C H

IE 686.72

IE 684.25

IE 680.28

IE 679.85

IE 675.29

IE 687.18

FL 674.00

ENT. CON.TEMP. ESMT. FOR

DRAINAGE

& S

LOPES

PERM. ESMT. FOR

DRAINAGE & SLOPES

PERM. ESMT. FOR

TEMP. ESMT. FOR SLOPE. CON.

ENTR. CON.

TEMP. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S T

A

GRAVEL

G R

A V

E L

DND POLE

CEDAR CREEK CONNECTOR ¡

C.P. 107

EX. PERM. ESMT. FOR SAN. SEWER

EX. PERM. ESMT. FOR SAN. SEWER

SPCL. PAVED "V" DT.

SPCL. "V"

DT.

P C

.1

.2

PI STA 104+84.26

Δ = 28°26'04" LT

T = 86.14' L = 168.73' R = 340.00' E = 10.74' e = NC

SPCL. 2' F.B. DT.

N O

R M

"V

D T

NOTE: UNLESS OTHERWISE NOTED, ALL ENTRANCE

PIPES SHALL BE INSTALLED WITH LOUISVILLE MSD

END TREATMENT FOR DRIVEWAY PIPE.

37.78' LT.

STA. 103+65.00

OUTLET

42.72' LT.

STA. 103+34.39

INLET

36.31' RT.

STA. 108+85.78

OUTLET

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

+39.00 102.00'Lt.

+66.00 102.00'Lt.

+98.12 70.00'Lt.

+65.00 43.00'Lt.

+70.00 70.00'Rt.

+45.00 80.00'Rt.

+50.00 47.00'Rt. +50.00

70.00'Rt.

+65.00 85.00'Rt.

+35.00 80.00'Rt.

+80.35 64.79'Rt.

+95.00 75.00'Rt.

TEMP. ESMT. FOR

ENTR. CON.

A

B

ARC LENGTH = 133.99', R = 270.00',

CHORD = N79°17'25"E - 132.62'

S72°02'45"W - 32.17'

N80°10'54"E 103.92'

N65°04 '23"E

133.15'

N74°25'53"E 169.61'

N72°19'54"E 152.57'

N70°06'11"W 88.60'

N82°29'07"W86.06' S62°0 2'26"

W

128.3 3'

S77°59'41"W 104.98'

S72°30'16"W 37.67'

S60°5 9'15"W

70.18

S4 5°2

7'1 6"W

.14

A

B

5' SW

5' SW

DIST. LIMITS

DIS

T.

LIM

ITS

418 SY EX. DRIVEWAY

REMOVE AND SCARIFY

12" PIPE

12" PIPE

STR 1-5

STR 1-6

STR 1-7

STR 1-8

STR 1-9

STR 1-10

STR 1-15

STR 1-11

STR 1-12

STR 1-13

STR 1-14

N86°37'51"W116.30' +27.64 80.13'Rt.

S72°30'16"W 78.30'

+94.50 59.00'Rt.

DWG. RDP-005-05

SEE KYTC STD.

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

4" NON PERF. PIPE

DWG. RDP-005-05

SEE KYTC STD.

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

4" NON PERF. PIPE

4" NON PERF. PIPE

.8

S86°29'33"E

N65°04' 23"E

P

DOUGLAS ALLEN

DENISE ALLEN

SEE DETAIL SHEET R25

CONTECH STORMGATE

SEE DETAIL SHEET R24

CONTECH CS-4

SEE DETAIL SHEET R26

CONTECH STORMGATE

SEE DETAIL SHEET R23

CONTECH CS-3

SPCL. PAVED "V" DT.

+98.12 25.00'Rt.

+66.85 25.00'Rt.

+46.28 25.00'Rt.

+46.28 27.00'Lt.

+66.85 27.00'Lt.

N86°29'33"W 373.16'

C

C

N86°37'51"W - 116.24'

D

N86°37'51"W210.02'

+18.94 27.00'Lt.

+25.24 25.00'Rt.

S65°04 '23"W

58.39'

D

E

ARC LENGTH = 181.14', R = 365.00',

CHORD = S79°17'25"W - 179.29'

+00.00 70.00'Lt.

+00.00 100.00'Lt.

E

F

ARC LENGTH = 44.11', R = 313.00',

CHORD = N69°06'37"E - 44.07'

N65°04 '23"E

279.42

F

G

ARC LENGTH = 152.93', R = 394.00',

CHORD = N74°42'08"E - 151.97'

ARC LENGTH = 129.27', R = 294.00',

CHORD = S79°32'35"W - 128.24'

G

S65°04 '22"W

221.03'

+56.00 70.00'Lt.

+66.85 70.00'Lt.

+02.00 100.00'Lt.

STR. 1-5

DOUBLE CURB INLET 2-L

T/G = 685.05, IE = 680.01

STR. 1-6

DOUBLE CURB INLET 2-L

T/G = 685.05, IE = 680.13

STR. 1-7

DOUBLE CURB INLET 2-L

T/G = 680.80, IE = 677.30

STR. 1-8

DOUBLE CURB INLET 2-L

T/G = 680.80, IE = 677.60

STR. 1-9

DOUBLE CURB INLET 2-L

T/G = 680.69, IE = 676.66

STR. 1-10

DOUBLE CURB INLET 2-L

T/G = 680.69, IE = 677.39

STR. 1-11

DOUBLE CURB INLET 2-L

T/G = 680.79, IE = 676.79

STR. 1-12

DOUBLE CURB INLET 2-L

T/G = 680.79, IE = 677.60

STR. 1-13

DOUBLE CURB INLET 2-L

T/G = 684.44, IE = 679.69

STR. 1-14

DOUBLE CURB INLET 2-L

T/G = 684.44 680.69

STR. 1-15

CATCH BASIN 2

T/G = 680.20, IE = 677.70

ROADWAY PLAN

SHEET NO.1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

R6

109+00.00 TO STA. 103+00.00STA.

CEDAR CREEK CONNECTOR

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY 23 JEFFERSON

LOUISVILLE METRO. STANDARD CURB AND GUTTER

STATION LENGTH

BEGIN END LF

103+00.00 LT. 109+00.00 LT. 569

103+00.00 RT. 109+00.00 RT. 593

SIDEWALK 4-IN CONCRETE

STATION SURFACE AREA

BEGIN END SQ YD

103+00.00 LT. 109+00.00 LT. 315

103+00.00 RT. 109+00.00 RT. 332

ENTRANCE CONSTRUCTION LT.

STATION SKEW

WIDTH

TYPE

PIPE DETAILS SURFACE AREA (SQ YD)

LENGTH SIZE

CEM. CONC.

ENT.

ASPHALT

FT FT IN

103+48 0�° 12 RESIDENTIAL 31 12 27 89

ENT. CON.TEMP. ESMT. FOR

DRAINAGE

& S

LOPES

PERM. ESMT. FOR

DRAINAGE & SLOPES

PERM. ESMT. FOR

TEMP. ESMT. FOR SLOPE. CON.

ENTR. CON.

TEMP. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

12" HDPE

2 S

TORY F

RAME

POST

2 STORYFRAME

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

18" PIPE

P I P

E

P I P

E

P

IP

E

12" PI

PE

12" PI

PE

12" PI

PE

18" PI

PE

18" PI

PE

P I P

E

P I P

E

P I P

E

" P

I P

E

E X

D I T

C H

IE 686.72

IE 684.25

IE 680.28

IE 679.85

IE 675.29

IE 687.18

FL 674.00

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S T

A

EROSION CONTROL LEGEND

SILT FENCE

PIPE #4

PIPE #17

PIPE #6

PIPE #5

PIPE #7

PIPE #8

PIPE #9

PIPE #10

PIPE #11

PIPE #12

PIPE #13

PIPE #14

PIPE #15

PIPE #16

PIPE #18

P

JENNIFER J.

WINTERTON

P

DOUGLAS ALLEN

DENISE ALLEN

DIST. LIMITS

DIST. LIMITS

CEDAR CREEK CONNECTOR ¡

TEMP. ESMT. FOR

ENTR. CON.

AREA OF DISTURBANCE: 1.37 AC

EX. IMPERVIOUS AREA: 0.07 AC

PR. IMPERVIOUS AREA: 0.55 AC

.1

.8

.2

S86°29'33"E

N65°04 '23"E

WINGED HEADWALL INLET PROTECTION

STONE BAG INLET PROTECTION

STONE BAG CHECK DAM IN DITCH

SEE MSD STD. DWG. EB-03-03

MIN. HEIGHT = 1 FT.

MIN. WIDTH = 35 FT.

MAX. SIDE SLOPE = 20%

MAX. CHANNEL SLOPE = 5%

ROCK DITCH CHECK

EROSION CONTROL PLAN

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD PLAN SHEETS.DGNFILE NAME:

R6A

109+00.00 TO STA. 103+00.00STA.

CEDAR CREEK CONNECTOR

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

DITCH SUMMARY

START

STATION

END

STATION

LT /

RT

AVG. DT.

DEPTH (FT)

A

(AC)

C LINING

Q10

(CFS)

V10

(FPS)

d10

(FT)

�τ

(PSF)

Q100

(CFS)

V100

(FPS)

d100

(FT)

103+65.00 104+35.50 LT 2.5 0.4 0.5 TRM TY 1 1.06 1.97 0.19 0.83 1.39 2.2 0.22

104+35.50 106+08.00 LT 1.5 13 0.5 TRM TY 1 9.26 4.57 0.5 2.17 13.6 2.58 0.92

106+08.00 106+45.00 LT 1.5 15.5 0.5 TRM TY 1 11.42 2.43 0.86 1.08 16.77 2.78 1

104+10.00 105+75.00 RT 1 0.94 0.5 PAVED 1.74 1.01 0.68 N/A 2.33 1.01 0.76

105+90.00 106+50.00 RT 1 2.36 0.5 PAVED 4.99 1.29 0.98 N/A 6.61 1.38 1.09

106+50.00 108+95.78 RT 2 1.6 0.5 TRM TY 1 3.5 2.11 0.64 1.25 4.62 1.98 0.76

ENT. CON.TEMP. ESMT. FOR

DRAINAGE

& S

LOPES

PERM. ESMT. FOR

DRAINAGE & SLOPES

PERM. ESMT. FOR

TEMP. ESMT. FOR SLOPE. CON.

ENTR. CON.

TEMP. ESMT. FOR

PROPOSED R/W

PROPOSED R/W

12" HDPE

2 S

TORY F

RAME

POST

2 STORYFRAME

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

18" PIPE

P I P

E

P I P

E

P

IP

E

12" PI

PE

12" PI

PE

12" PI

PE

18" PI

PE

18" PI

PE

P I P

E

P I P

E

P I P

E

" P

I P

E

E X

D I T

C H

IE 686.72

IE 684.25

IE 680.28

IE 679.85

IE 675.29

IE 687.18

FL 674.00

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S T

A

PIPE #4

PIPE #17

PIPE #6

PIPE #5

PIPE #7

PIPE #8

PIPE #9

PIPE #10

PIPE #11

PIPE #12

PIPE #13

PIPE #14

PIPE #15

PIPE #16

PIPE #18

P

JENNIFER J.

WINTERTON

P

DOUGLAS ALLEN

DENISE ALLEN

DIST. LIMITS

DIST. LIMITS

CEDAR CREEK CONNECTOR ¡

TEMP. ESMT. FOR

ENTR. CON.

A=0.085 ACC=0.76

Q10=0.35 CFS

A=0.094 ACC=0.69

Q10=0.35 CFS

LARGE DRAINAGE AREAS

SEE SHEET R18 FOR

A=0.081 AC

C=0.77Q10=0.33 CFS

A=0.086 AC

C=0.77Q10=0.36 CFS

Q10=0.10 CFS

C=0.77

A=0.025 AC

Q10=0.10 CFS

C=0.77

A=0.025 AC

A=0.072

AC

C=0.77

Q10=0.30

CFS

A=0.072

AC

C=0.77

Q10=0.30

CFS

A=0.253

AC

C=0.77

Q10=1.07

CFS

A=0.235

AC

C=0.79

Q10=0.99

CFS

A=0.710 AC

C=0.50

Q10=1.46 CFS

.1

.8

.2

S86°29'33"E

N65°04 '23"E

SEE MSD STD. DWG. EB-03-03

MIN. HEIGHT = 1 FT.

MIN. WIDTH = 35 FT.

MAX. SIDE SLOPE = 20%

MAX. CHANNEL SLOPE = 5%

ROCK DITCH CHECK

A=0.805 AC

C=0.50

Q10=1.77 CFS

A=10.175 AC

C=0.50

Q10=7.94 CFS

DRAINAGE AREAS

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD DRAINAGE AREAS PLAN SHEETS.DGNFILE NAME:

R6B

109+00.00 TO STA. 103+00.00STA.

CEDAR CREEK CONNECTOR

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

WM #12854SDP-24-1397

ACCOUNT FOR INLET BYPASS FLOW. SEE LABELS WITHIN EACH AREA FOR THE CORRESPONDING FLOWS.

NOTE: INFORMATION SHOWN IN THE ABOVE TABLE IS FOR INDIVIDUAL PIPES. AREAS, C FACTORS, AND FLOWS ARE CUMULATIVE AND

PIPE CHART

PIPE

NO.

A

(AC)

C

Q10

(CFS)

Q100

(CFS)

LENGTH

(FEET)

SIZE

(INCHES)

SLOPE

V

(FPS)

Tc

(MIN.)

I10

(IN/HR)

I100

(IN/HR)

Q FULL

(CFS)

V FULL

(FPS)

5 10.26 0.51 8.09 11.88 24 24 0.54 4.6 92.173 1.546 2.269 13.91 4.79

6 10.17 0.50 7.94 11.65 28 24 0.50 4.58 92.029 1.548 2.273 13.93 4.49

7 11.61 0.50 9.1 13.28 30 24 0.53 4.71 92.284 1.545 2.266 13.86 4.47

8 0.08 0.83 0.36 0.49 23 12 0.61 0.46 10 5.310 6.96 2.31 1.28

9 0.09 0.83 0.39 0.53 23 12 0.57 0.49 10 5.310 6.96 2.21 2.76

10 2.36 0.62 6.28 8.51 28 18 4.89 9.92 16.887 4.216 5.588 19.73 10.96

11 1.70 0.58 4.19 5.71 24 18 3.04 7.62 16.787 4.225 5.597 15.98 8.88

12 1.51 0.50 3.23 4.28 14 15 1.64 5.31 16.732 4.230 5.602 6.54 5.45

13 0.56 0.63 1.85 2.27 22 18 0.59 1.05 10.579 5.202 6.831 6.61 3.67

14 0.10 0.82 0.43 0.55 22 12 0.59 0.54 10 5.310 6.96 2.24 2.80

15 0.49 0.55 1.43 1.72 136 18 2.13 4.92 10.089 5.293 6.94 13.29 7.38

16 0.24 0.56 0.7 0.84 24 15 3.16 4.68 10 5.310 6.96 9.96 8.30

17 0.16 0.50 0.42 0.56 31 12 7.98 4.13 10 5.310 6.96 5.45 6.81

18 0.81 0.50 1.77 2.33 32 12 2.54 4.05 15.252 4.358 5.754 3.08 3.85

H W

.4

H

W

.9

T

/G

.0

I E

.0

T

Y P

E

L

H

.0

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.7

H

W

.3

T

/G

.0

I E

.1

T

Y P

E

L

H

.9

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S

T A

.0

.3

R

T

H W

.3

H

W

.7

T

/G

.8

I E

.3

T

Y P

E

L

H

.5

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.9

H

W

.2

T

/G

.6

I E

.6

T

Y P

E

L

H

.0

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.3

.3

L

T

H W

.3

H

W

.7

T

/G

.7

I E

.7

T

Y P

E

L

H

.0

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.2

H

W

.3

T

/G

.4

I E

.6

T

Y P

E

L

H

.7

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

L

T

H W

.6

H

W

.0

T

/G

.8

I E

.6

T

Y P

E

L

H

.2

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S

T A

.0

.3

R

T

T /G

.6

I E

.3

T

Y P

E

L

H

.3

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.3

.3

R

T

P

L O

T T

E D

B

E L

O W

D A

T U

M H

W

.5

H

W

.6

H

.5

T /G

.2

I E

.7

W

D

O U

B L

E F

R A

M E

G

R A

T E

T Y

P E

O

N S

T

M S

D C

A T

C H

B A

S

IN

T Y

P E

S

T R

S T

A

.3

.7

R

T

H W

.6

H

W

.0

T

/G

.7

I E

.6

T

Y P

E

L

H

.1

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

R

T

H W

.1

H

W

.1

T

/G

.4

I E

.6

T

Y P

E

L

H

.7

C

O N

S T

M

S D

D O

U B

L E

C U

R B

I N

L E

T S

T R

S T

A

.0

.3

R

T

PLOTTED 10' BELOW DATUM

RIGHT SIDE SS & DITCHES

S = 3.68%

158 LF

18" SS PIPE

S = 0.61%

23 LF

12" SS PIPE

S = 0.59%

22 LF

18" SS PIPE

S = 2.1

3%136

LF18"

SS P

IPE

S = 0.57%

23 LF

12" SS PIPE

S = 0.59%

22 LF

12" SS PIPE

S .9

LF

" EN

TR

A N C

E PIPE

IE = 686.72

+34.00

OE = 684.25

+65.00

OE = 687.18

+85.78

SPCL. 2' F.B. DT. LT.

SPCL. 2' F.B. D

T. LT.

-6.90%

-2.00%

677.70

+60.00

674.00

+45.00

680.28

+10.00

681.10

+75.00

680.50

+50.00

685.15

+00.00

680.20

+90.00

SPCL. PAVED "V" DT. RT.

"V" DT. RT.

SPCL. PAVED

SPCL.

"V"

DT.

RT.

SPCL. "

V" D

T. R T.

+0.50% +0.50%

+3.1 0%

+2.36

IE = 679.94

IE = 677.47

IE = 677.47

(10' BELOW DATUM)

APPROX. ELEVATION

EX. OVHD. ELEC. WIRE

30K=

176'HLSD=

210'L=

679.20'ELEV=

105+90.00PVI

'681.01ELEV =

105+89.27LO

103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00

660 660

662 662

664 664

666 666

668 668

670 670

672 672

674 674

676 676

678 678

680 680

682 682

684 684

686 686

688 688

690 690

692 692

694 694

.1

.6

.3

.6

.4

.6

.2

.3

.8

.5

.2

.0

.2

IE = 677.16

S = 0.53%

30 LF

24" SS PIPE

PR. 24" PIPE CULVERT HEADWALL

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

HW100 = 680.91

HW10 = 680.86

STR 1-10

10" FM (CONSTRUCTED BY OTHERS)

.1

.4

.7

.0

.3

.2

.0

.6

.0

.7

.5

.2

.9

-3.43%

3.4 8%

.8

E L

E

.0

S

.8

E L

E

.0

S

U

T L

E T

T O

S T

R

-6

U N

D E

R D

R A

IN

L

F O

F

N

O N

-P E

R F

P

IP

E

S T

A

.0

C

O N

S T

L

F O

F

P

E R

F P

I P

E

O U

T L

E T

T O

S T

R

-1

U

N D

E R

D R

A

IN

L

F O

F

N

O N

-P E

R F

P

IP

E

S T

A

.0

C

O N

S T

L

F O

F

P

E R

F P

I P

E

APPROX. RDZ LINE

IE = 680.51

9+50

686 686

688 688

690 690

692 692

694 694

696 696

.6

5K=

290'SSD=

19'L=

690.01'ELEV=

9+44.53PVI

-2.54%

-6.39%

-2.00%

-1 .4

.2

E L

E

.9

S

.4

E L

E

.0

S

.8

E L

E

.0

S

.8

E L

E

.0

S

.9

E L

E

.0

S

.8

E L

E

.0

S

L

E V

.2

.6

S

.8

.6

PR. 12" ENT. PIPE

"V" DT. RT.

PR. NORMAL

PROP. GRADE

EX. GROUND

CONNECTOR SURF.

PR. CEDAR CREEK

R7

0' 4' 8'2'

VERTICAL SCALE: 1"=2'

0' 40' 80'20'

HORIZONTAL SCALE: 1"=20'

ROADWAY PROFILE

109+00.00 TO STA. 103+00.00STA.

CEDAR CREEK CONNECTOR 23 JEFFERSON

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

ENT. STA. 103+48 PROFILE

SIGN

1 STORY

FRAME

WV

SIGN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

F M

(R

E C

IE 688.00

DRAINAGE & SLOPES

PERM. ESMT. FOR

DRAIN

AGE

SLOP

ES

PERM. E

SMT. F

OR

S L

O P

E . C

O N

T E

M P . E

S M

T . F

O R

ENTR. C

ON.

TEMP. E

SMT. F

OR

PROPOSED R/

W

PROPOSED R/W

M A

T C

H L

IN

E

S

T A

MATCHLINE STA 203+00

PI STA 109+33.87

Δ = 28°53'39" RT

T = 87.59' L = 171.46' R = 340.00' E = 11.10' e = NC

200+00

201+00

202+00

203+00

N '4

"E

POB 200+00.00

CEDAR CREEK CONNECTOR ¡

CEDAR CREEK ROAD ¡

! CEDAR CREEK ROAD STA. 201+75.16

! CEDAR CREEK CONN. STA. 111+27.43 =

TETON PASS TRAIL

C E

D A

R C

R E

E K R

O A

D

EX. R/W

EX. R/W

E X

R

W

E X

R

W

E X

R

W

E X

R

W

E X

R

W

C.P. 105

C.P. 104

C.P. 202

EX. PERM. ESMT. FOR SAN. SEWER

SPCL. "V" DT.

! CEDAR CREEK ROAD STA. 201+75.16

! TETON PASS TRAIL STA. 50+00.00 =

STA. 201+00.00

BEGIN CONSTRUCTION

39.72' RT.

STA. 109+22.08

INLET

TETON PASS TRAIL ¡

NOTE: UNLESS OTHERWISE NOTED, ALL ENTRANCE

PIPES SHALL BE INSTALLED WITH LOUISVILLE MSD

END TREATMENT FOR DRIVEWAY PIPE.

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

+97.00 62.00'Lt.

+72.80 61.82'Lt.

+88.59 61.93'Lt.

+20.00 75.00'Rt.

+33.16 56.52'Rt.

S86°26'34"E 95.36'

N72 °19'5

4"E

.57'

N88°10'45"W 140.13'

S72 °02 '45 "W

32.

17'

S °1 '2

"W

.11

DND LIGHT POLE

REMOVE 66 LF OF CURB & GUTTER

REMOVE 62 LF CURB & GUTTER

TEMP. E

SMT. F

OR

ENTR. CON.

GUY WIRE

DND POLE AND

DND HYDRANT

DND POLE AND GUY WIRE

5' SW

5' SW

DIST. LIMITS

DIST. L

IMITS

STA. 50+75.00

END CONSTRUCTION

12" PI

PE

DWG. RDP-005-05

SEE KYTC STD.

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

.7

S86°01'58"E

P

DOUGLAS ALLEN

DENISE ALLEN

REMOVE SIGN

TO GRADE

ADJUST WATER VALVE

+70.91 61.43'Rt.

+87.97 60.00'Rt.

+88.08 37.92'Rt.

+66.53 31.00'Rt.

+17.74 31.00'Rt.

+86.82 33.00'Lt.

+17.74 33.00'Lt.

+57.67 33.00'Lt.

+88.53 51.19'Lt.

A ARC LENGTH = 152.93', R = 394.00',

CHORD = N74°42'08"E - 151.97'

A

B ARC LENGTH = 129.27', R = 294.00',

CHORD = S79°32'35"W - 128.24'

B

S88°38'47"E 33.91'

S86°01'58"E 39.93'

C

C ARC LENGTH = 37.60', R = 35.00',

CHORD = N63°27'14"E - 35.82'

D

S °1 '2

"W

.0

D ARC LENGTH = 23.01', R = 37.00',

CHORD = N68°13'22"W - 22.64'

+86.87 31.00'Rt.

N86°01'58"W 48.79'N88°37'36"W 28.04'

E

E S04°15'20"W - 10.75' E

X

L W

C

P

E R

M

E S

M T

FRANK STAHMER

KIMBERLY STAHMER

FILLED SINKHOLE. SEE NOTE.

APPROXIMATE LOCATION OF PREVIOUSLY

SINKHOLE NOTE:

STA. 109+35 - APPROXIMATE LOCATION OF PREVIOUSLY FILLED SINKHOLE.

CONDITION NO. 2 - ALTERNATE 2A (SEE KYTC STD. DWG. BGX-018-01)

1. REMOVE DEBRIS AND SOIL OVERBURDEN DOWN TO THE ROCK LINE. WORK SHALL BE INCIDENTAL TO EARTHWORK.

2. REFILL OPENING WITH GRANULAR EMBANKMENT TO 2' MIN. BELOW ROCK LINE (APPROX. 15 CY).

3. PLACE GEOTEXTILE FABRIC CLASS I ON TOP OF GRANULAR EMBANKMENT OVERLAPPING ORIGINAL GROUND LINE (APPROX. 50 SY)

4. REFILL WITH 2' MIN CLAY SOIL CAP (APPROX. 6 CY)

OF EX SIDEWALK

REMOVE 4 SY

S86°01'58"E

P O

E

.0

ROADWAY PLAN

SHEET NO.1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

R8

TETON PASS TRAIL: BEGINNING TO END

CEDAR CREEK ROAD: STA. 200+00 TO 203+00

CEDAR CREEK CONN: STA. 109+00 TO END

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY 23 JEFFERSON

** REFERS TO ROLL CURB

* REFERS TO HEADER CURB

SIDEWALK 4-IN CONCRETE

STATION SURFACE AREA

BEGIN END SQ YD

109+00.00 LT. 202+21.35 LT. 130

109+00.00 RT. 201+38.49 LT. 110

201+40.05 RT. 50+47.72 RT. 37

50+33.06 LT. 201+17.78 RT. 19

LOUISVILLE METRO. STANDARD CURB AND GUTTER

STATION LENGTH

BEGIN END LF

109+00.00 LT. 202+26.88 LT. 225

109+00.00 RT. 201+33.76 LT. 192

110+77.53 LT. 202+25.62 LT. 22*

110+78.84 RT. 201+32.17 LT. 20*

201+34.24 RT. 50+75.00 RT. 71**

50+32.00 LT. 202+13.65 RT. 14*

50+75.00 LT. 202+24.00 RT. 87**

ENTRANCE CONSTRUCTION RT.

STATION SKEW

WIDTH

TYPE

PIPE DETAILS SURFACE AREA (SQ YD)

LENGTH SIZE

CEM. CONC.

ENT.

ASPHALT

FT FT IN

109+05.00 0�° 12 RESIDENTIAL 32 12 27 47

DRAINAGE & SLOPES

PERM. ESMT. FOR

DRAIN

AGE

SLOP

ES

PERM. E

SMT. F

OR

S L

O P

E . C

O N

T E

M P . E

S M

T . F

O R

ENTR. C

ON.

TEMP. E

SMT. F

OR

PROPOSED R/

W

PROPOSED R/W

SIGN

1 STORY

FRAME

WV

SIGN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

F M

(R

E C

IE 688.00

M A

T C

H L

IN

E

S

T A

EROSION CONTROL LEGEND

SILT FENCE

MATCHLINE STA 203+00

PIPE #18

200+00

N '4

E

POB 200+00.00

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

DIST. LIM

ITS

DI

ST.

L

IM

IT

S

S86°01'58"E

P O

E

.0

CEDAR CREEK CONNECTOR ¡

TETON PASS TRAIL ¡

CEDAR CREEK ROAD ¡

TEMP. E

SMT. F

OR

ENTR. C

ON.

AREA OF DISTURBANCE: 0.73 AC

EX. IMPERVIOUS AREA: 0.17 AC

PR. IMPERVIOUS AREA: 0.50 AC

.7

S86°01'58"E

WINGED HEADWALL INLET PROTECTION

STONE BAG INLET PROTECTION

STONE BAG CHECK DAM IN DITCH

FRANK STAHMER

KIMBERLY STAHMER

EROSION CONTROL PLAN

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

AbiSwUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD PLAN SHEETS.DGNFILE NAME:

R8A

TETON PASS TRAIL: BEG. TO END

CEDAR CREEK ROAD: BEG. TO STA. 203+00

CEDAR CREEK CONN: STA. 109+00 TO END

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

DITCH SUMMARY

START

STATION

END

STATION

LT /

RT

AVG. DT.

DEPTH (FT)

A

(AC)

C LINING

Q10

(CFS)

V10

(FPS)

d10

(FT)

�τ

(PSF)

Q100

(CFS)

V100

(FPS)

d100

(FT)

109+22.08 110+65.50 RT 1 0.6 0.5 ECB 1.59 1.28 0.56 0.73 2.09 1.4 0.61

DRAINAGE & SLOPES

PERM. ESMT. FOR

DRAIN

AGE

SLOP

ES

PERM. E

SMT. F

OR

S L

O P

E . C

O N

T E

M P . E

S M

T . F

O R

ENTR. C

ON.

TEMP. E

SMT. F

OR

PROPOSED R/

W

PROPOSED R/W

SIGN

1 STORY

FRAME

WV

SIGN

10" FM (CONSTRUCTED BY OTHERS - REC. #17126)

F M

(R

E C

IE 688.00

M A

T C

H L

IN

E

S

T A

MATCHLINE STA 203+00

PIPE #18

200+00

N '4

E

POB 200+00.00

P

DOUGLAS ALLEN

DENISE ALLEN

P

JENNIFER J.

WINTERTON

DIST. LIM

ITS

DI

ST.

L

IM

IT

S

S86°01'58"E

P O

E

.0

CEDAR CREEK CONNECTOR ¡

TETON PASS TRAIL ¡

CEDAR CREEK ROAD ¡

TEMP. E

SMT. F

OR

ENTR. C

ON.

A=0.235 AC

C=0.79

Q10=0.99 CFS

A=0.253 AC

C=0.77

Q10=1.07 CFS

A=0.805 AC

C=0.50

Q10=1.77 CFS

.7

S86°01'58"E

FRANK STAHMER

KIMBERLY STAHMER

DRAINAGE AREAS

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

AbiSwUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD PLAN SHEETS.DGNFILE NAME:

R8B

TETON PASS TRAIL: BEG. TO END

CEDAR CREEK ROAD: BEG. TO STA. 203+00

CEDAR CREEK CONN: STA. 109+00 TO END

METRO GOVERNMENT

IE = 688.00

+22.08

691.00

+66.50

SPCL. "V

" DT. R

T.+2.08

.9

.6

.4

.7

.9

29K=

406'SSD=

87'L=

692.32'ELEV=

109+67.09PVI

109+00 109+50 110+00 110+50 111+00

684 684

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

.2

.6

.7

.0

.9

S = 2.54%

32 LF

12" ENT. PIPE

CONSTRUCTED BY OTHERS

SEWER SANITARY

SUBGRADE DRAINAGE

4" PERF. PIPE FOR

3.4 8%

0.50%

.8

E L

E

.5

S

.5

E L

E

.5

S

.1

E L

E

T O

N P

A S

S T

R A

IL

S

T A

O N

.4

S

10" FM (CONSTRUCTED BY OTHERS)

U

T L

E T

T O

S T

R

-1

U N

D E

R D

R A

IN

L

F O

F

N

O N

-P E

R F

P

IP

E

S T

A

C O

N S

T

L F

O F

P

E R

F

P I P

E

682 682

APPROX. RDZ LINE

50+00 50+50 51+00

684 684

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

(C D

U

N K

N O

W N

E L

E V

E X

M A

IN

W

A T

E R

(10' BELOW DATUM)

APPROX. ELEVATION

EX. OVHD. ELEC. WIRE

-3.16%

.7

E L

E

.0

S

.1

E L

E

.0

S

.7

E L

E

.0

S

.1

.5

.7

.9

.0

.9

200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

34K=

1231'SSD=

30'L=

693.30'ELEV=

202+25.00PVI

41K=

1505'SSD=

30'L=

692.90'ELEV=

202+80.00PVI

.1

.7

.2

.1

.6

.9

16K=

911'SSD=

19'L=

693.23'ELEV=

201+83.50PVI

1.36%

0.16% -0.73%

-1.45%

.1

E L

E

.0

S

.1

E L

E

.8

S

.2

E L

E

.1

S

.2

E L

E

.0

S

.1

E L

E

.0

S

.0

E L

E

.0

S

.6

E L

E

.0

S

.0

E L

E

.0

S

.1

E L

E

.0

S

.0

E L

E

.0

S

'693.28ELEV =

202+15.42HI

(10' BELOW DATUM)

APPROX. ELEVATION

EX. OVHD. ELEC. WIRE

SPLINE GRADE

.9

.1

.5

.1

.9

.4

.9

.5

.0

.7

.5

.1

.8

STA. 201+75.16 CEDAR CREEK ROAD

STA. 50+00.00 TETON PASS TRAIL =

STA. 111+27.43 CEDAR CREEK CONNECTOR =

E L

E V

.8

S T

A

.0

-0.87%

R9

0' 4' 8'2'

VERTICAL SCALE: 1"=2'

0' 40' 80'20'

HORIZONTAL SCALE: 1"=20'

ROADWAY PROFILE

23 JEFFERSON

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

TETON PASS TRAIL PROFILE

CEDAR CREEK CONNECTOR PROFILE

CEDAR CREEK ROAD PROFILE

TETON PASS TRAIL: BEGINNING TO END

CEDAR CREEK ROAD: BEGINNING TO END

CEDAR CREEK CONN: STA. 109+00 TO END

" H

D P E

1 STORY FRAME

A L U

M

IN

U M

S H

E D

1 STORY FRAME

W M

S

IG

N

S

IG

N

S

IG

N

W M

S

IG

N

F

M

C O N S T R

U C T E

D B

Y O T H E R S R

E C

F

M

R E C

E N T

S

LO

P E . C

ON

T E

M P . E

S M T . F

OR

M A T C

H L

IN

E S

T A

N °1

'4 "E

S °4

'1 "E

S °4

'0 "E

E X

R /W

E X

R /W

E X

R /W

E X . R /W

E X . R /W

CEDAR CREEK ROAD ¡

C E D

A R C

R E E K R

O A D

C E D

A R C

R E E K R

O A

D

A S P

H A L T

A S P

H A L T

C.P. 106

P O E

.0

T E

M P . E

S M T . F

OR

S

LO

P E

CON

+95.00 71.00'Lt.

+95.00 39.46'Lt.

+42.00 39.31'Lt.

+42.00 55.00'Lt.

STA. 203+65.00

END CONSTRUCTION

DIS

T.

LIM

ITS

A L U

M

IN

U M

S H

E D

P

DOUGLAS ALLEN

DENISE ALLEN

+40.00 71.00'Lt. +75.00

49.90'Lt.

EX. R/W

E X

LW

C P

E R

M E S

M T

E X . L

W C P

E R

M . E

S M T

FRANK STAHMER

KIMBERLY STAHMER

ROADWAY PLAN

SHEET NO.

1"=20' SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

R10

203+00.00 TO STA. 203+65.00STA.

CEDAR CREEK ROAD 23 JEFFERSON

METRO GOVERNMENT

E N T

S

LO

P E . C

ON

T E

M P . E

S M T . F

OR

" H

D P E

1 STORY FRAME

A L U

M

IN

U M

S H

E D

1 STORY FRAME

W M

S

IG

N

S

IG

N

S

IG

N

W M

S

IG

N

F

M

C O N S T R

U C T E

D B

Y O T H E R S R

E C

F

M

R E C

M A T C

H L

IN

E S

T A

EROSION CONTROL LEGEND

SILT FENCE

N °1

'4 "E

S °4

'1 "E

S °4

'0 "E

S °4

'0 "E

P O E

.0

DIS

T.

LIM

ITS

A L U

M

IN

U M

S H

E D

P

DOUGLAS ALLEN

DENISE ALLEN

AREA OF DISTURBANCE: 0.04 AC

EX. IMPERVIOUS AREA: 0.21 AC

PR. IMPERVIOUS AREA: 0.21 AC

WINGED HEADWALL INLET PROTECTION

STONE BAG INLET PROTECTION

STONE BAG CHECK DAM IN DITCH

FRANK STAHMER

KIMBERLY STAHMER

EROSION CONTROL PLAN

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD PLAN SHEETS.DGNFILE NAME:

R10A

TO END203+00.00STA.

CEDAR CREEK ROAD

METRO GOVERNMENT

E N T

S

LO

P E . C

ON

T E

M P . E

S M T . F

OR

" H

D P E

1 STORY FRAME

A L U

M

IN

U M

S H

E D

1 STORY FRAME

W M

S

IG

N

S

IG

N

S

IG

N

W M

S

IG

N

F

M

C O N S T R

U C T E

D B

Y O T H E R S R

E C

F

M

R E C

M A T C

H L

IN

E S

T A

N °1

'4 "E

S °4

'1 "E

S °4

'0 "E

S °4

'0 "E

P O E

.0

DIS

T.

LIM

ITS

A L U

M

IN

U M

S H

E D

P

DOUGLAS ALLEN

DENISE ALLEN

FRANK STAHMER

KIMBERLY STAHMER

DRAINAGE AREAS

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\MSD DRAINAGE AREAS PLAN SHEETS.DGNFILE NAME:

R10B

TO END203+00.00STA.

CEDAR CREEK ROAD

METRO GOVERNMENT

111+00

CEDAR CREEK ROAD

C O

N N

E C

T O

R

C E

D A

R

C

R E

K

T O

N

P

A S S

T

R A

IL

691.82 +00.00**

691.44 +00.00**

692.46 +66.54*

692.48 +70.00*

692.53 +80.00*

*** TETON PASS TRAIL ALIGNMENT

** CEDAR CREEK ROAD ALIGNMENT

* CEDAR CREEK CONNECTOR ALIGNMENT

REFERS TO:

692.67 (HP)

+04.28*

692.47 +10.00*

691.94

+05.64, 10.5' LT.**

692.58 +90.00*

692.64 +00.00*

692.46 +57.84*

692.77

+42.74, 21.5' LT.**

692.90 (HP)

+20.46**

692.32

+92.00, 21.5' LT.**

692.32

+45.00, 9.5' LT.**

692.86 +00.00*

692.74 +90.00*

692.64 +80.00*

692.56 +70.00*

692.48 +60.00*

691.84 (HP)

+28.95, 13' RT.**

691.73 +20.00***

R

R

R

R

691.27

+47.72, 11.5' RT.***

691.47 +44.78***

691.78 +40.71**

691.66 +30.00***

691.48 +40.00***

691.19 +50.00***

690.87 +60.00***

690.57 +70.00***

690.40 (ME)

+75.00***

690.57 (ME)

+75.00***

690.69 +70.00***

690.99 +60.00***

691.31 +50.00***

691.60 +40.00***

692.00 +30.00***

692.38 +20.00***

692.98**

+21.93, 9.5' RT.

692.15

692.20

691.82

691.86

SHEET NO.SCALE: 1" = 10'

HORIZONTAL SCALE

0' 20' 40'10'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\INTERSECTION DETAIL.DGNFILE NAME:

R11

INTERSECTION DETAIL

* LANDING ONLY

METRO GOVERNMENT

LOUISVILLE-JEFFERSON COUNTY

SIDEWALK RAMP CONSTRUCTION

LOCATION TYPE

DETECTABLE

WARNING

SF

NORTHWEST 3 24

SOUTHWEST 3 24

SOUTHEAST 3 23

NORTHEAST 3* 23

PROPOSED R/W

PROPOSED R/W

TEMP. E

SMT. F

OR

ENT. C

ON.

PROP

OSED

R/ W

TEMP. E

SMT. F

OR

SLOP

E. C

ON.

PROP

OS

ED

R/

W

TEMP. ESMT. FOR

ENT. CON.

PROPOSED R/W

PROPOSED R/W

T E

M P . E

S M

T . F

O R

S L

O P

E . C

O N

T E

M P . E

S M

T . F

O R

E N

S

O P

E . C

O N

P

DOUGLAS ALLEN

DENISE ALLEN

FRANK STAHMER

KIMBERLY STAHMER

JENNIFER J.

WINTERTON

P

EX. PERM. ESMT. FOR SAN. SEWER

EX. R/W

EX. R/W

E X . R

W

E X . R

W

E X . R

W

EX. R/W

EX. R/W

EX. R/W

EX. R/W

E X . R

W

RIGHT OF WAY SUMMARY

YES

SEWER

SYSTEM

TYPE

ACRESSQ. FT.

EASEMENTS

PERMANENT TEMPORARY

TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED

ACRES ACRESSQ. FT. SQ. FT.

PORTION REMAINING

SQ. FT.

EXCESS PURCHASED

ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.

LEFT RIGHT

AREA SEVERED

NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE

1. PRIVATE - INDIVIDUAL C - COMMERICAL

R - RESIDENTIAL2. PRIVATE - MULTI PARTY

SQ. FT.

SOURCE OF TITLE

C R F SNO

BY PROJECT

AFFECTED

SEWER SYSTEM

NUMBER

BUILDINGS ACQUIRED

OWNER(S)

NO.

PARCEL

PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.

REMARKS*

*INCLUDES HAZARDOUS WASTE

(UST - UNDERGROUND STORAGE TANKS)

NO

NO

DOUGLAS ALLEN & DENISE ALLEN

JENNIFER J. WINTERTON

DB 12421 PG 110

DB 7437 PG 155

22.60

10.96

28,835 21.04438,421

10.06910.069

984,456

477,418

916,672

438,594 438,594

0.662

DB 9963 PG 908

DB 8895 PG 434

21.938 955,621

BASIS FOR DETERMINATION

OTHER

CALCULATED

P.V.A.

DEED

3. PUBLIC

4. NONE

5. NOT APPLICABLE

F - FARM

S - STORAGE

38,9490.894

0.891 38,824

200+

205+

CEDAR CREEK CONNECTOR ¡

TETON PASS TRAIL ¡

CEDAR CREEK ROAD ¡

8712 CEDAR CREEK ROAD

8730 CEDAR CREEK ROAD

8711 CEDAR CREEK ROAD

11,781

PERM. ESMT. FOR DRAINAGE & SLOPES PERM. ESMT. FOR

DRAINAGE

& S

LOPES

PERM. ESMT. FOR

DRAINAGE & SLOPES

PERM. ESMT. FOR D

RAINAGE

& S

LOPES

PERM. ESMT. FOR DRAINAGE & SLOPES

8720 CEDAR CREEK ROAD

20,356

REFERS TO TRACT 2 (PB 7405 PG 131)

REFERS TO TRACT 1 (PB 7405 PG 131)

REFERS TO QUITCLAIM DEED

REFERS TO ORIGINAL DEED

ROW STRIP MAP AND SUMMARY

SHEET NO.

1"=50'SCALE:

HORIZONTAL SCALE

0' 100' 200'50'

OpenRoads Designer v23.00.01.11

COUNTY OFDISTRICT NO.

JEFFERSON23

MattMuUSER: S:\LOU\5800--5899\5897\171\DRAWINGS\CAD\FINAL\SHEETS\STRIP MAP SHEET.DGNFILE NAME:

R12

METRO GOVERNMENT

e = NC

10.74'E =

340.00'R =

168.73'L =

86.14'T =

LT28°26'04"Δ =

104+84.26PI STA

e = NC 11.10'E = 340.00'R = 171.46'L = 87.59'T =

RT28°53'39"Δ =

109+33.87PI STA

N65 °04 '23 "E

.0

P

B

200+00

205+00

205+36.17 PC

.6

.1

T

Runout = 78.38' Runoff = 27.03' e = 5.8%

43.87'E = 106.00'R = 166.45'L = 105.94'T =

RT89°58'07"Δ =

206+42.11PI STA

S85°43…