\\CTC.LOCAL\CT_DATA\PROJECTS\2020\200859\DWG\SHEETS\C_200859 - P-BASE - PLANS.DWG - C1 - 11/3/2020 10:53:00 AM - MATHEW PIOFER

CITY OF TAYLOR MILL

KENTON COUNTY, KENTUCKY

200859

2021 STREET PROGRAM

VICINITY MAP

KYTC SPECIFICATIONSTHE LATEST STANDARD SPECIFICATIONS OF THE KENTUCKY TRANSPORTATION CABINET, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS THERETO SHALL GOVERN THIS IMPROVEMENT.

SD1 SPECIFICATIONSTHE LATEST STANDARD SPECIFICATIONS OF NORTHERN KENTUCKY REGIONAL STORM WATER

MANAGEMENT PROGRAM RULES AND REGULATIONS, AND OF THE SANITATION DISTRICT NO. 1 SANITARY

RULES AND REGULATIONS, INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS THERETO SHALL

GOVERN THIS IMPROVEMENT.

TITLE SHEET............................................................................1

DETAIL SHEET......................................................................... 2

SOURCE OF BOUNDARY INFORMATIONTHE BOUNDARY INFORMATION SHOWN ON THESE PLANS IS BASED UPON PLANNING AND

DEVELOPMENT SERVICES OF KENTON COUNTY G.I.S. MAPPING AND DOES NOT REPRESENT AN

ACTUAL FIELD BOUNDARY SURVEY BY CT CONSULTANTS, INC.

INDEX OF SHEETS

WINSTON HILL DRIVE PLAN .................................................. 3-4

CITY ADMINISTRATIVE OFFICER

MAYOR

CITY COMMISSIONERS

TAYLOR MILL CITY OFFICIALS

BRIAN HANEY

DANIEL E. MURRAYROSE MERRITT

MARK KREIMBORG

DANIEL L. BELL

CAROLINE BRADEN

PUBLIC WORKS DIRECTORMARC RODEN

GENERAL NOTES

8. FORTY-EIGHT (48) HOURS BEFORE EXCAVATION IS TO COMMENCE, THE CONTRACTORSHALL NOTIFY THE FOLLOWING AGENCIES: THE KENTUCKY UTILITY PROTECTION SERVICEAND ALL OTHER UTILITIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING THISPROJECT AND ARE NON-MEMBERS OF KENTUCKY UNDERGROUND PROTECTION.

9. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL KENTON COUNTY AND THE CITY OFTAYLOR MILL PERMITS HAVE BEEN ISSUED AS REQUIRED.

10. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAYWITH THE CITY OF TAYLOR MILL . LOCAL TRAFFIC MUST BE MAINTAINED AT ALL TIMESDURING CONSTRUCTION.

11. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN SANITARY SEWER AND STORM SEWERFLOW THROUGH THE PROJECT, FOR THE DURATION OF CONSTRUCTION. ALL COST FORTHE ABOVE SHALL BE INCIDENTAL TO THE CONTRACT.

12. ADDITIONAL BMP'S, AND EROSION AND SEDIMENT CONTROL MEASURES MAY BEREQUIRED AS DEEMED NECESSARY. ALL COST FOR ABOVE SHALL BE INCLUDED INLUMP SUM BID FOR EROSION CONTROL AND WATER POLLUTION CONTROL.

13. MILL / OVERLAY ON REIDLIN ROAD IS TO BE PERFORMED AFTER THE COMPLETION OF AHILLSIDE STABILIZATION PROJECT. ANTICIPATED COMPLETION FOR THE HILLSIDESTABILIZATION PROJECT IS AUGUST 6, 2021

1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS, THELATEST EDITION OF THE KENTON COUNTY SUBDIVISION REGULATIONS AND THEKENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION

2. CONCRETE FOR CURB, DRIVES AND SIDEWALKS ETC. SHALL BE PER THE KENTONCOUNTY SUBDIVISION REGULATIONS

3. ALL DISTURBED AREAS ARE TO BE RESTORED (SEEDED AND MULCHED) BY THECONTRACTOR AND SHALL PROCEED WITH JOB PROGRESSION. THE CONTRACTORSHALL ALSO BE RESPONSIBLE FOR REMOVING ANY EXCESS MATERIALS AT THE SITEAND MAINTAINING ALL SEEDED AND MULCHED AREAS UNTIL PROJECT COMPLETIONAND FINAL INSPECTION PER KDOT SPEC. 212. A RESIDENTIAL YARD SHALL BERESTORED WITHIN TWENTY -ONE (21) DAYS AFTER CONSTRUCTION.

4. ALL APPLICABLE RECOMMENDATIONS IN KENTUCKY'S BEST MANAGEMENT PRACTICESMANUAL SHALL BE FOLLOWED BY THE CONTRACTOR, INCLUDING SEEDING OFDISTURBED GROUND.

5. THE CONTRACTOR SHALL LIMIT THEIR WORK AREA TO THE EASEMENTS ANDRIGHTS-OF-WAY SHOWN ON THESE PLANS UNLESS WRITTEN PERMISSION IS GIVEN BYTHE PROPERTY OWNER AND APPROVED BY THE CITY OF TAYLOR MILL.

6. ALL OSHA, STATE AND LOCAL SAFETY REGULATIONS SHALL BE FOLLOWED DURINGCONSTRUCTION.

7. THIS PLAN SHOWS THE APPROXIMATE LOCATION OF UNDERGROUND UTILITIES (GAS,WATER, STORM SEWER, SANITARY SEWER, TELEPHONE, ELECTRIC, ETC.). THEPREPARER DOES NOT GUARANTEE THEIR ACCURACY OR CORRECTNESS. THEINFORMATION PROVIDED SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE UTILITY AS WELL ASTHE SERVICE LATERALS AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTORSHALL PRACTICE CARE DURING THE GRADING AND TRENCH EXCAVATION AND SHALLBE RESPONSIBLE FOR REPLACING ANY SERVICES THAT ARE DAMAGED DURINGCONSTRUCTION AT THEIR EXPENSE.

PROJECT

SITES

LEGEND

EXISTING RIGHT OF WAY

EXISTING GUY ANCHOR

EXISTING LIGHT POLE

EXISTING GAS SERVICES

EXISTING POWER POLE

EXISTING SIGN

EXISTING WATER VALVE/MAIN

EXISTING FIRE HYDRANT

EXISTING GAS VALVE

EXISTING & ABANDONED WATER MAINS

EXISTING GAS MAIN

EXISTING STORM SEWER

EXISTING MAILBOX

EXISTING TREE OR SHRUB OR

LANDSCAPING

EX. R/W EX. R/W

WAT WAT WAT

EX. STM

EXISTING STORM (CATCHBASIN - MANHOLE)

GAS GAS GAS

EXISTING WATER SERVICES

EXISTING SANITARY SEWER SAN SAN SAN

GS GS GS GS GS

WS WS WS WS WS WS WS WS

EXISTING RIGHT OF WAY

EXISTING GAS SERVICES

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING SANITARY MANHOLE

1

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D

WINSTON HILL DRIVE, MEADOW LANE,

CARDINAL DRIVE, AND REIDLIN ROAD

ASPHALT

PAVEMENT MILL

AND OVERLAY

MEADOW LANE PLAN............................................................. 5-6

CARDINAL DRIVE PLAN ......................................................... 7

REIDLIN DRIVE PLAN ............................................................. 8

Winston Hill Drive

10%

Cardinal Drive

5%

Meadow Lane

Pavement Repair Quantities (% of Pavement Area)

FOR OVERLAY SEE TYPICAL

SECTION (SEPARATE PAY ITEM)

EXISTING CONCRETE, ASPHALT,

GRAVEL OR EARTHERN

MATERIAL TO BE REMOVED

EXISTING PAVEMENT

FULL DEPTH SAWCUT ALL SIDES AND

SEAL EDGES WITH ASPHALT CEMENT.

EXISTING PAVEMENT

LENGTH AND WIDTH MARKED IN FIELD BY ENGINEER

ITEM 403 - BITUMINOUS CONCRETE

BASE (2 - 4" LIFTS)

*ITEM 302 - 6" DENSE GRADED AGGREGATE FOR SUBGRADE

REPAIR (SEPARATE BID ITEM). TO BE USED AS DIRECTED BY

THE ENGINEER. UNIT PRICE BID INCLUDES DENSE GRADED

AGGREGATE BASE, REMOVAL AND DISPOSAL OF EXISTING

MATERIAL, AND COMPACTION OF SUBGRADE.

COMPACTED SUBGRADE

FULL DEPTH PAVEMENT REPAIR

N.T.S.

EXISTING PAVEMENT

ITEM 408 - ASPHALT MILLING (2.5" TYP.)

ITEM 406 - TACK COAT @ 0.1 GAL/SY (INCIDENTAL TO ITEM 403)

ITEM 402/403 - 1" ASPHALT PAVEMENT LEVELING COURSE

ITEM 402/403 - 1-1/2" ASPHALT PAVEMENT SURFACE WITH ARAMID FIBER

REINFORCEMENT (FORTA-FI OR ACE FIBER)

APPLY HOT ASPHALT SEALER WHERE ASPHALT MEETS CONCRETE CURB

(INCIDENTAL TO ITEM 403)

DO NOT DISTURB YARD AREA

1

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5

6

7

DE

TA

IL

S

2

DTL

L

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1 4

EXIST. ASPHALT PAVEMENT

5

N.T.S.

32

ROADWAY

7 7

10

ASPHALT PAVEMENT REPLACEMENT TYPICAL SECTION

N.T.S.

23451

L

C

ROADWAY

3.00% (TYP) 3.00% (TYP)

ITEM 302 - VARIABLE THICKNESS (7"-10") CRUSHED STONE BASE

ITEM SPL **- GEOGRID (TENSAR BX 1200 OR EQUIVALENT), PLACE ON TOP 6 INCHES OF CLEAN

CRUSHED STONE BASE (INCIDENTAL TO "GEOGRID REINFORCEMENT AND GRAVEL BASE")

ITEM 302/SPL **- 6" CRUSHED STONE BASE (LESS THAN 7% FINES) FOR SUBGRADE REPAIR

(INCIDENTAL TO "GEOGRID REINFORCEMENT AND GRAVEL BASE")

ITEM 214 **- WOVEN GEOTEXTILE, MIRAFI 600X OR EQUIVALENT, ALL OVERLAPS TO BE 18" MIN.

(INCIDENTAL TO "GEOGRID REINFORCEMENT AND GRAVEL BASE")

ITEM SPL - NONWOVEN GEOTEXTILE, MIRAFI 140N OR EQUIVALENT (INCIDENTAL TO PIPE

UNDERDRAIN)

1

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4

5

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7

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9

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11

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15

* SUBGRADE RESHAPING AND COMPACTING SHALL BE PER KTC ITEM 207. A PROOF ROLL WILL

BE REQUIRED PRIOR TO PLACING STONE BASE OR CONCRETE PAVEMENT. SOFT OR YIELDING

SUITABLE SUBGRADE MATERIAL LACKING PROPER COMPACTION OR MOISTURE CONTENT

SHALL BE SCARIFIED, AERATED, DRIED AND RECOMPACTED. THE COST FOR THE ABOVE SHALL

BE INCLUDED IN THE UNIT PRICE BID FOR "SUBGRADE RESHAPING AND COMPACTING." SOFT

OR YIELDING UNSUITABLE SUBGRADE SHALL BE REMOVED AND REPLACED PER THE "GEOGRID

REINFORCEMENT AND GRAVEL BASE FOR SUBGRADE REPAIR" DETAIL, AS DIRECTED BY THE

ENGINEER

18'

6"

6 7 8

10

212451

L

C

ROADWAY

3.00% (TYP) 3.00% (TYP)

18'

6"

6 7

9

8

11 13 14 15

ITEM 203 - REMOVE EXISTING ROADWAY INCLUDING EXISTING CURB

ITEM 207 - *SUBGRADE RESHAPING & COMPACTING. SUBGRADE SHALL BE TRIMMED AND

ROLLED SMOOTH FOR DRAINAGE. SUBGRADE SLOPE TO MATCH PROPOSED PAVEMENT SLOPE.

ITEM 302 - 7" CRUSHED STONE BASE (LESS THAN 7% FINES) COMPACTED TO 100%

ITEM SPL - 5" ASPHALT BASE PER KENTON COUNTY SUBDIVISION REGULATIONS

ITEM SPL - 1-1/2" ASPHALT SURFACE PER KENTON COUNTY SUBDIVISION REGULATIONS

ITEM 1810 - STANDARD HEADER CURB

ITEM 719 - GUARDRAIL, STEEL W-BEAM, SINGLE FACE

DRILLED SHAFT WALL (CONSTRUCTED BY OTHERS)

ITEM 704 - PERFORATED PIPE UNDERDRAIN - 6IN

DO NOT DISTURB YARD AREA

GEOGRID REINFORCEMENT AND GRAVEL FOR SUBGRADE REPAIR

N.T.S.

CONCRETE DRIVEWAY APRON REPLACEMENT DETAIL

N.T.S.

1

2

3

4

5

SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT

1" PREFORMED EXPANSION JOINT MATERIAL SEAL JOINT

TOOLED JOINT

ITEM SPL - 8" CONCRETE DRIVEWAY/APRON

ITEM 207 - SUBGRADE RESHAPING & COMPACTING

* ALL WORK ITEMS PERFORMED SHALL BE INCIDENTAL TO AND PAID FOR UNDER ITEM SPL - 8"

CONCRETE DRIVEWAY/APRON

EXISTING

DRIVEWAY/SIDEWALK

1 2 4 5 2

MATCH EXISTING

MA

TC

H E

XIS

TIN

G

SEAL JOINT

PROPOSED

PAVEMENT

8" M

IN

18"

* SUBGRADE RESHAPING AND COMPACTING SHALL BE PER KTC ITEM 207. A PROOF ROLL WILL

BE REQUIRED PRIOR TO PLACING STONE BASE OR CONCRETE PAVEMENT. SOFT OR YIELDING

SUITABLE SUBGRADE MATERIAL LACKING PROPER COMPACTION OR MOISTURE CONTENT

SHALL BE SCARIFIED, AERATED, DRIED AND RECOMPACTED. THE COST FOR THE ABOVE SHALL

BE INCLUDED IN THE UNIT PRICE BID FOR "SUBGRADE RESHAPING AND COMPACTING." SOFT

OR YIELDING UNSUITABLE SUBGRADE SHALL BE REMOVED AND REPLACED PER THE "GEOGRID

REINFORCEMENT AND GRAVEL BASE FOR SUBGRADE REPAIR" DETAIL, AS DIRECTED BY THE

ENGINEER

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11+00

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SCALE: 1" =

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PAVEMENT MILL

AND OVERLAY

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REGRADE DITCH TO ALLOW FOR

POSITIVE DRAINAGE

BURIED CATCH BASIN. PUBLIC

WORKS TO REMOVE DEBRIS TO

INSPECT. REPAIRS MAY BE

REQUIRED

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SCALE: 1" =

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PAVEMENT MILL

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ASPHALT

PAVEMENT MILL

AND OVERLAY

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EX. ASPHALT CURB

(DO NOT DISTURB)

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(DO NOT DISTURB)

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EX. CURB

(DO NOT DISTURB)

EX. CURB

(DO NOT DISTURB)

N

N

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SCALE: 1" =

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PAVEMENT MILL

AND OVERLAY

EX. PAVED SHOULDER

(DO NOT DISTURB)

EX. PAVED DITCH

(DO NOT DISTURB)

CONCRETE

DRIVEWAY/APRON

REPLACEMENT

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WAT

WAT

WAT

WAT

W

A

T

WAT

WAT

WA

T

WAT

WAT

WAT

WAT

W

A

T

G

A

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

5

1

+

0

0

52+00

53+00

53+91.64

#639

#637

#635

#633

#632

#634

#636

CARDINAL DRIVE

PL

AN

- C

AR

DIN

AL

D

RIV

E

0

SCALE: 1" =

' '

'

'20 20

20

7

PLN-5

ASPHALT

PAVEMENT MILL

AND OVERLAY

M

A

T

C

H

L

I

N

E

S

T

A

.

4

6

+

0

0

MA

TC

H LIN

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TA

. 46+

00

M

A

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C

H

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+

0

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M

A

T

C

H

L

IN

E

S

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A

. 5

1

+

0

0

N

N

N

T

A

Y

L

O

R

M

I

L

L

R

O

A

D

R

E

D

B

U

D

D

R

I

V

E

EX. ASPHALT CURB

(DO NOT DISTURB)

S

WM

WM

S

WM

GV

GM

M

B

EM

GAS GAS GASGAS

WA

T

WA

T

WA

T

WAT

WAT WAT

WAT

WAT

WAT

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

/W

EX

. R

/W

EX

. R

/W

EX

. R

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EX

. R

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EX

. R

/W

EX

. R

/W

E

X

. R

/W

E

X

. R

/W

E

X

. R

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E

X

.

R

/

W

EX

. R/W

EX

. R/W

EX

. R/W

U

D

U

D

UD

UD

UD

UD

UD UD UD UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

1

4

.

0

2

'

18'

18'

22'

7

'

7'

11'

1+00

2+00

3+

00

E

X

=

5

1

7

.

8

0

R

E

G

R

A

D

E

D

I

T

C

H

F

O

R

2

8

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1'

4'

4

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E

X

=

5

2

2

.

1

9

E

X

=

5

2

2

.

3

0

E

X

=

5

2

2

.

5

9

E

X

=

5

2

2

.

4

3

E

X

=

5

2

1

.

8

8

E

X

=

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1

1

.

0

3

E

X

=

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1

0

.

7

6

E

X

=

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0

9

.

2

4

E

X

=

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2

2

.

2

1

E

X

=

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2

2

.

3

9

E

X

=

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2

2

.

6

2

E

X

=

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1

9

.

5

6

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X

=

5

1

7

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7

0

E

X

=

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1

5

.

5

6

E

X

=

5

1

9

.

9

8

F

C

=

5

2

1

.

8

0

D

C

=

5

2

2

.

3

0

F

C

=

5

2

1

.

8

2

B

C

=

5

2

2

.

3

2

F

C

=

5

2

1

.

8

5

B

C

=

5

2

2

.

3

5

F

C

=

5

2

1

.

9

6

B

C

=

5

2

2

.

4

6

F

C

=

5

2

2

.

0

0

B

C

=

5

2

2

.

5

0

E

O

P

=

5

2

2

.

0

6

E

O

P

=

5

2

1

.

4

8

E

O

P

=

5

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2

.

0

2

E

O

P

=

5

1

5

.

0

3

C

L

=

5

2

1

.

9

6

C

L

=

5

2

2

.

0

0

C

L

=

5

2

2

.

0

8

C

L

=

5

2

2

.

2

8

C

L

=

5

2

2

.

2

3

C

L

=

5

2

2

.

2

4

C

L

=

5

2

1

.

6

6

C

L

=

5

2

0

.

2

1

C

L

=

5

1

8

.

0

7

C

L

=

5

1

5

.

2

8

C

L

=

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1

5

.

2

8

E

O

P

=

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2

2

.

1

3

E

O

P

=

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2

2

.

4

5

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P

=

5

2

0

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2

6

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P

=

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7

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9

6

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P

=

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5

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1

6

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6

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W

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0

2

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0

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0

0

R

E

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R

A

D

E

D

I

T

C

H

F

O

R

2

8

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4

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1

4

.

0

2

'

7

'

0

+

0

0

R

E

G

R

A

D

E

D

I

T

C

H

F

O

R

2

8

'

F

C

=

5

2

1

.

8

0

E

X

=

5

2

2

.

2

1

E

X

=

5

2

2

.

3

9

E

X

=

5

2

2

.

6

2

F

C

=

5

2

1

.

8

0

I

P

F

I

P

F

M

A

T

C

H

L

IN

E

S

T

A

. 0

+

6

0

.0

0

E

X

I

S

T

I

N

G

1

8

"

C

M

P

(

T

O

B

E

R

E

M

O

V

E

D

)

1

8

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P

V

C

,

2

4

.

0

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1

8

" P

V

C

, 1

6

.0

'

STA. 0+75, 8.69' LT

DROP BOX INLET

TYPE 11

RIM = 523.10

18" INV. = 517.16

STA. 0+75, 10.83' RT

CURB INLET

RIM = 521.55

6" UD INV. = 517.88

18" INV. = 515.72

EX. UTILITY POLE

(TO BE RELOCATED

BY OTHERS)

EX. UTILITY POLE

(TO BE RELOCATED

BY OTHERS)

1

8

" P

V

C

, 8

.0

'

STA. 0+75, 20.86' RT

SLOPED AND

FLARED HEADWALL

INV. = 515.00

FLAT BOTTOMED LINED DITCH

(TO BE CONSTRUCTED BY THE CITY)

75' GUARDRAIL

W-BEAM, S-FACE

GUARDRAIL END

TREATMENT TYPE 4A

STANDARD HEADER

CURB TYPE I (TYP.)

ST

A 3+

40.00

ME

ET

E

XIS

TIN

G P

AV

EM

EN

T

GR

AN

D A

VE

NU

E

N

0

SCALE: 1" =

' '

'

'10 10

10

1

8

"

P

V

C

,

2

4

.

0

'

M

A

T

C

H

L

I

N

E

S

T

A

.

0

+

6

0

.

0

0

GUARDRAIL END

TREATMENT

TYPE 4A

ST

A 0+

50.00

ME

ET

E

XIS

TIN

G P

AV

EM

EN

T

STA. 0+45, 10.67' LT

SLOPED & PARALLEL

HEADWALL

INV. = 515.00

S

T

A

.

+

3

7

S

T

A

.

+

0

9

LEGEND

FACE OF CURB (GUTTER INVERT)

FC

CENTERLINE

BACK OF CURBBC

CL

PROPOSED ELEVATION

C

L

=

X

X

X

.

X

X

E

X

=

X

X

X

.

X

X

ADJUST TO GRADE

EDGE OF PAVEMENTEOP

EXISTING ELEVATION

MEET EXISTING GRAVEL DRIVE

SOIL BOREHOLE

SURVEY NOTES

SURVEY DATUM:

NAD83 KENTUCKY STATE PLANES,

NORTH ZONE, US FOOT

SURVEY CONTROL POINTS:

HUB SET 1569096.7580 558123.2315 504.98

MAG NAIL SET 1568994.1655 558089.4754 523.73

MAG NAIL SET 1569087.7120 558422.8440 509.83

MAG NAIL SET 1569043.3590 558190.1190 521.44

MAG NAIL SET 1569176.9430 558372.2270 503.06

NOTES

1. ALL WORK TO REMOVE EXISTING AND CONSTRUCT

PROPOSED STORM SEWER FACILITIES IS TO BE COMPLETED

BY PUBLIC WORKS. THIS DOES NOT INCLUDE THE WORK TO

INSTALL PROPOSED 6" UNDERDRAIN.

2. ALL WORK TO CONSTRUCT PROPOSED DRILLED SHAFT WALL

STRUCTURE IS TO BE PERFORMED BY OTHERS.

3. PAVEMENT WORK (INCLUDING REMOVALS, PROPOSED FULL

DEPTH PAVEMENT, CURBS, AND GUARDRAIL) IS TO BE

PERFORMED BY THE CITY UNDER THE TAYLOR MILL 2021

STREET PROGRAM.

4. EXISTING UTILITY POLES IN CONFLICT WITH PROPOSED

IMPROVEMENTS SHALL BE RELOCATED BY OTHERS TO THE

WEST SIDE OF THE ROAD PRIOR TO START OF

CONSTRUCTION.

KYTC STANDARD

CONSTRUCTION

DRAWINGS

RDH-020-03 SLOPED AND FLARED HEADWALLS FOR 12-01-99

12" TO 27" PIPE

RDH-030-03 SLOPED AND PARALLEL HEADWALLS 12-01-99

12" TO 21" PIPE

RDP-006-04 PERFORATED PIPE UNDERDRAINS 12-01-15

LONGITUDINAL AND TRANSVERSE

RDP-010-09 PERFORATED PIPE HEADWALLS 12-01-15

RBR-035-12 GUARDRAIL END TREATMENT TYPE 4A 02-26-20

RBR-055-01 DELINEATORS FOR GUARDRAIL 02-26-20

RDB-011-08 DROP BOX INLET TYPE 11 12-01-15

RDB-270-09 CURB BOX INLET TYPE A 12-01-15

RDI-020-10 PIPE BEDDING FOR CULVERTS, 02-26-20

ENTRANCE AND STORM SEWER PIPE

RPM-100-11 CURB AND GUTTER CURBS AND 02-26-20

VALLEY GUTTER

RBI-002-07 TYPICAL GUARDRAIL INSTALLATIONS 12-01-15

REIDLIN ROAD

R

E

I

D

L

I

N

R

O

A

D

G

R

A

N

D

A

V

E

N

U

E

MEET EXISTING

ASPHALT DRIVE

EXISTING RESIDENCE

E

X

IS

T

IN

G

C

O

N

C

R

E

T

E

W

A

LK

ST

A 0+

92.0

ST

A 1+

67.0

4

'

PL

AN

- R

EID

LIN

R

OA

D

8

PLN-6

CURVE DATA ROAD BL

P.I. = STA. 0+80.62

D = 12°21'28"

T = 22.74'

L = 45.29'

R = 210.00'

E = 1.23'

C1

C1

CURVE DATA ROAD BL

P.I. = STA. 0+80.62

D = 12°21'28"

T = 22.74'

L = 45.29'

R = 210.00'

E = 1.23'

C1

C1

N17°23'50"E

N15°33'06"EN15°49'52"E

N15°43'57"E

N8°58'2

0"E

N

2

9

°

4

5

'1

8

"

E

PT

S

TA

1+

03.26

P

C

S

T

A

0

+

5

7

.8

8

MAG NAIL SET

HUB SET

S

WM

GVEXISTING WATER VALVE

EXISTING GAS VALVE

EXISTING IRON PIN FOUND

EXISTING SANITARY MANHOLE

6" UNDERDRAIN

6" UNDERDRAIN

DRILLED SHAFT WALL

(CONSTRUCTED BY OTHERS)

PROPOSED FULL DEPTH PAVEMENT

LIMITS OF PAVEMENT REMOVAL

6" UNDERDRAIN

BRACE POLE AS NEEDED

INCIDENTAL TO CONTRACT

PERFORATED

PIPE HEADWALL