PROJECT DESCRIPTIONMOT-Intersection Improvement

PID 93210

The City of West Carrollton proposed to undertake improvements at the intersection of CentralAvenue/Dixie Drive and Cedar Street. The project is intended to allow the intersection tooperate more efficiently, reducing congestion and improving safety.

Under the project, the following improvements will be made:

A dedicated left turn lane will be added on west bound East Central Avenue. Reconfigure the eastbound left turn lane on East Central Avenue to align with the new

westbound left turn lane. Provide dedicated turning movements for northbound and southbound Cedar Street.

Minor right-of-way acquisition will be required at 429 E. Dixie Drive, to allow for relocation ofthe sidewalks to accommodate the new turn lane.

There are site listed on, or known eligible for, the National Register of Historic Places adjacentto the project. Ohio Historic Inventory forms have been completed for the mid-1800s homesnorthwest of the intersection. There are no National Historic Landmarks in proximity to theproject.

There are no wetlands or waterways within the proposed construction limits. The trees to beremoved under this project are isolated landscaping trees that do not offer habitat for the Indianabat.

The project will be constructed with federal CMAQ and local funding. Environmental clearanceis scheduled for 04-11-2014. The anticipated award date is 02-15-2016.

MOT-Intersection ImprovementsPID 93210

Miamisburg/Dayton South, Ohio Quadrangle

0 1000 2000 3000 4000

Feet

MOT-Intersection ImprovementsPID 93210

0 100 200 300 400

Feet

21

2930

22

15

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River

MORAINE

AIRPORT

75

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

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MONTGOMERY COUNTY 9

32

10

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

1

PID

NO.

APPROVED

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

0 ACRES

0 ACRES

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS

ENGINEERS SEAL:

INDEX OF SHEETS:

PROJECT DESCRIPTION

TITLE SHEET 1

2

3

GENERAL NOTES 4

PLAN SHEET

INTERSECTION DETAIL

PROFILES

SIGNAL PLAN

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

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LATITUDE: ° ' " LONGITUDE: ° ' "

SCALE IN MILES

0

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

CURRENT ADT (20 )

DESIGN YEAR ADT (20 )

DESIGN HOURLY VOLUME (20 )

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

NO

FEDERAL ROUTES

STATE ROUTES

NONE REQUIRED

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

UNDERGROUND UTILITIES

CONTACT BOTH SERVICES

CALL TWO WORKING DAYS

BEFORE YOU DIG

CALL

1-800-362-2764(TOLL FREE)

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

1-800-925-0988PROTECTION SERVICE CALL:

OIL & GAS PRODUCERS UNDERGROUND

PLAN PREPARED BY:

from such use, reproduction or modification.

and expense, including, but not limited to, reasonable attorney's fees, arising

defend and hold harmless LJB Inc. from and against any and all claims,liability,

this drawing is done at the user's own risk and the user agrees to indemnify,

of LJB Inc. Any such unauthorized use or reproduction of or modification to

reproduced, or modified in any manner without the prior written authorization

2013 LJB Inc. All rights reserved. No part of this drawing may be used, C

DESIGN AGENCY

2013 SPECIFICATIONS

MOT-CENTRAL/

CITY OF WEST CARROLLTON

I HEREBY APPROVED THESE PLANS AND DECLARE THAT

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT

PROVISIONS FOR THE MAINTENANCE AND SAFETY OF

TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND

ESTIMATES.

SITE

PROJECT

1/4 1/2 3/4 1

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BP-3.1 4/20/12

BP-4.1 7/16/04

BP-5.1 7/28/00

BP-7.1 10/15/10

CB-2.1 1/18/13

MH-1.2 1/18/13

MT-97.10 7/20/12

MT-97.11 7/20/12

MT-101.90 10/19/12

MT-105.10 7/20/12

MT-110.10 7/20/12

TC-21.20 1/18/13

TC-41.20 1/19/01

TC-41.40 7/16/04

TC-41.41 1/21/11

TC-42.20 1/21/11

TC-52.10 1/18/13

TC-52.20 1/18/13

TC-71.10 10/19/12

TC-81.10 1/18/13

TC-82.10 1/18/13

TC-83.10 1/18/13

TC-83.20 4/20/12

TC-84.20 1/21/11 CE

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0.270 ACRES

SCHEMATIC PLAN

TYPICAL SECTION

5

CROSS SECTIONS 6-8

9

10

11

STAGE 1 SUBMITTAL - 4/11/2013

12

12

THE SOUTHEAST CORNER OF CEDAR ST AND DIXIE DR.

RECONFIGURATION OF THE CURB AND SIDEWALK ALONG

REALIGNMENT OF THE TRAFFIC ISLAND AND

INCLUDE THE RECONSTRCUTION OF THE SIDEWALK,

LANE AT THE CEDAR STREET INTERSECTION. THIS IS TO

OF CENTRAL AVENUE TO ADD A WESTBOUND LEFT TURN

THIS PROJECT INVOLVES THE WIDENING AND RESURFACING

CEDAR IMPROVEMENTS

WEST CARROLLTON STANDARD DETAILS

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PI Sta. 13

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132

133

12"

12"

16"

8"

12"

12"

12"

15"

15"

15"

10"

48"

12"12"

6"

6"

14"

18"

14"

18" 18"14"

AUTOMO

TIVE SERVICE STATION

429 EAST DIXIE DRIVE

0.191 ACRES

DMF 85-0151D12

K48 00111 0101

JUDITH ANN HURLEY

CLETUS R. HURLEY AND

INDUSTRIAL

400 EAST CENTRAL AVENUE

2.130 ACRES

SURVEY VOLUME 2006, PAGE 436

DMF 89-0392B05

K48 00111 0185

WEST CARROLLTO

N CONVERTING, INC.

INDUSTRIAL

400 EAST CENTRAL AVENUE

2.43 ACRES

SURVEY VOLUME 2006, PAGE 436

I.R. DEED 03-049896

K48 00111 0165

WEST CARROLLTO

N CONVERTING, INC.

PLAT BOO

K "D", PAGE 68

R.W. BURNS PLATPLAT BO

OK 4, PAGE 15

PEASE, DODDS & GRO

VES ADDITION

LOT 59

LOT 58

LOT 57

LOT 165

SCHOOL

20 CEDAR STREET

2.70 ACRES (TOTAL BY DEED)

DEED BOO

K 348, PAGE 544

DEED BOO

K 104, PAGE 84

K48 00107 0037

WEST CARROLLTO

N VILLAGE SCHOOL DISTRICT

THE BOARD O

F EDUCATION O

F THE

RESIDENTIAL

345 CENTRAL AVE

PART LOT 59

0.148 ACRES (C)

DMF 98-0109C07

K48 00107 0036

AND CARL EBY

MARVIN EBY, RUTH ANN EBY

RESIDENTIAL

341 EAST CENTRAL AVE

PART LOT 59

0.106 ACRES (C)

I.R. DEED 03-098843

K48 00107 0035

TIMOTHY SCO

T VAUGHT

RESIDENTIAL

341 EAST CENTRAL AVE

PART LOT 58

0.027 ACRES (C)

I.R. DEED 03-098843

K48 00107 0034

TIMOTHY SCO

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(66'

R/

W)

CE

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MUNICIPAL

300 EAST CENTRAL AVENUE

3.92 ACRES

DMF 77-0674E11

K48 00111 0166

CITY OF WEST CARRO

LLTON, O

HIO

RETAIL

439 EAST DIXIE DRIVE

0.157 ACRES (C)

DEED BOO

K 2390, PAGE 113

K48 00111 0100

NINA J. BENNETT

GLENN W. BENNETT AND

(R/W WIDTH VARIES)

CENTRAL AVENUE

(R/W WIDTH VARIES)

CENTRAL AVENUE

(R/W WIDTH VARIES)

EAST DIXIE DRIVE

STA. 133+05.00

CENTRAL AVE.

END WORK

STA. 133+05.00

CENTRAL AVE.

END PROJECT

STA. 127+45.00

CENTRAL AVE.

BEGIN PROJECT

STA. 127+45.00

CENTRAL AVE.

BEGIN WORK

DIXIE DR

CENTRAL AVE.

CE

DA

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T

91°3'30"

90°0'0"

PRIMARY PROJECT CONTROL INFORMATION

POINT NUMBER

COORDINATES

(ELEVATION)

HEIGHT

ORTHOMETRIC

DESCRIPTIONNORTHING EASTING

S10 614,356.98 1,476,625.72 720.84 MAG NAIL IN GRASS

S11 614,161.42 1,476,604.00 718.15 MAG NAIL IN GRASS

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CEDAR ST.

CENTRAL AVE.

AND INTERSECTION DETAILS

FOR LIMITS SEE PLAN SHEET

WIDENING DETAIL

AND INTERSECTION DETAILS

FOR LIMITS SEE PLAN SHEET

TRAFFIC ISLAND DETAIL

CENTRAL AVE.

1'

LEGEND

4:1

0.020.02

CEDAR ST.

CENTRAL AVE.

2 5

10

CENTRAL AVE.

116 11

11

1 4

AND INTERSECTION DETAILS

FOR LIMITS SEE PLAN SHEET

DRIVEWAY/PARKING LOT DETAIL

2"

5'VARIES VARIES

PARKING LOT

| CONSTRUCTION

0.020.08

0.04 MAX

1

AND INTERSECTION DETAILS

FOR LIMITS SEE PLAN SHEET

PLANING AND OVERLAY DETAIL

ITEM 452 - 7" NON-REINFORCED CONCRETE APRON

ITEM 609 - 6" CONCRETE TRAFFIC ISLAND

ITEM 609 - CURB, TYPE 6

ITEM 659 - SEEDING AND MULCHING

ITEM 608 - 4" CONCRETE WALK

AS PER PLAN

ITEM 609 - COMBINATION CURB AND GUTTER, TYPE 2,

PAVEMENT PLANING, ASPHALT CONCRETEITEM 254 - 2"

ITEM 304 - 4" AGGREGATE BASE

ITEM 301 - 6" ASPHALT CONCRETE BASE, PG 64-22

ITEM 407 - TACK COAT @ 0.75 GAL/SQ YD

TYPE 1, PG 64-22

ITEM 448 - 2" ASPHALT CONCRETE SURFACE COURSE,

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PHONE: (937) 859-5184

RICHARD NORTON, P.E.

WEST CARROLLTON, OH 45449

300 EAST CENTRAL AVENUE

CITY OF WEST CARROLLTON SERVICE DIRECTOR

SIGNALS AND HIGHWAY LIGHTING

PHONE: (937) 859-5184

RICHARD NORTON, P.E.

WEST CARROLLTON, OH 45449

300 EAST CENTRAL AVENUE

CITY OF WEST CARROLLTON SERVICE DIRECTOR

STORM & SANITARY

PHONE: (937) 312-2533

dspecht@vectren.com

DON SPECHT

CENTERVILLE, OHIO 45459

6500 CLYO ROAD

VECTREN

GAS

CONSTRUCTION NOTIFICATION

UTILITIES

CELL: (937) 416-3584

FAX: (937) 425-8860

PHONE: (937) 425-8850

tim.kuss@twcable.com

TIM KUSS

DAYTON, OH 45415

3691 TURNER ROAD

TIME WARNER CABLE

CABLE

PHONE: (937) 331-4240

yemisrach.mekonnen@dplinc.com

YEMISRACH MEKONNEN

DAYTON, OH 45439

1900 DRYDEN ROAD

DAYTON POWER & LIGHT

ELECTRIC

FAX: (937) 847-7385

PHONE: (937) 847-7327

cwright@appletonideas.com

CHRISTOPHER WRIGHT

WEST CARROLLTON, OH 45449

1030 W ALEX BELL ROAD

APPLETON

SANITARY

UTILITY UNLESS ITS LOCATION IS NOT PROPERLY MARKED IN THE FIELD.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING

ATTACHMENT. NON-MEMBER UTILITIES SHALL BE CONTACTED DIRECTLY.

(OUPS) AT LEAST 48 HOURS PRIOR TO EXCAVATION (800-362-2764) OR

RESPONSIBLE FOR CONTACTING THE OHIO UTILITIES PROTECTION SERVICE

CANNOT BE GUARANTEED ACCURATE. THE CONTRACTOR SHALL BE

153.64 ORC. THE LOCATIONS SHOWN ARE INTENDED ONLY AS A GUIDE AND

AS OBTAINED FROM THE UTILITY COMPANY AS REQUIRED BY SECTION

THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE

MEDIA SOURCES.

LOCAL PUBLIC AGENCY OF ANY OF THE ABOVE MENTIONED ITEMS, VIA

SERVICES, EFFECTED SCHOOLS AND BUSINESSES, AND ANY OTHER IMPACTED

OFFICER WILL IN TURN, NOTIFY THE PUBLIC, THE LOCAL EMERGENCY

CARROLLTON PUBLIC INFORMATION OFFICER. THE PUBLIC INFORMATION

ENGINEER WILL FORWARD THIS INFORMATION TO THE CITY OF WEST

ACTIVITIES, LANE CLOSURES, AND ROAD CLOSURES. THE PROJECT

DAYS PRIOR TO THE FOLLOWING: THE START OF CONSTRUCTION

THE CONTRACTOR WILL ADVISE THE PROJECT ENGINEER A MINIMUM OF 14

WORK LIMITS

CLEARING AND GRUBBING

ITEM 609 - COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN

INCLUDED IN ITEM 609 - COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN

ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO PERFORM THIS WORK SHALL BE

AS INDICATED ON THE TYPICAL SECTION.

WIDE. THE CONTRACTOR SHALL RECONSTRUCT THE ADJACENT PAVEMENT AND BASE

ADJACENT CURB. THE GUTTER PAN, WHERE PRESENT, IS EXPECTED TO BE 15 INCHES

CONSTRUCTION DRAWING BP-5.1, EXCEPT DIMENSIONS SHALL MATCH THE EXISTING

CONSTRUCT COMBINATION CURB AND GUTTER, TYPE 2 AS INDICATED ON ODOT STANDARD

INSIDE OR OUTSIDE THESE WORK LIMITS.

AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER

PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL

THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY.

ITEM 202 - CURB AND GUTTER REMOVED, AS PER PLAN AND CURB REMOVED, AS PER PLAN

AS PER PLAN

INCLUDED IN ITEM 202 - CURB AND GUTTER REMOVED, AS PER PLAN OR CURB REMOVED,

ALL LABOR, EQUIPMENT AND MATERIAL REQUIRED TO PERFORM THIS WORK SHALL BE

FEET IN FRONT OF THR CURB OR GUTTER AS SPECIFIED IN THE TYPICAL SECTION.

THE CONTRACTOR SHALL PERFORM SAWCUT AND REMOVE PAVEMENT TO A WIDTH OF 2

IN ADDITION TO THE WORK INCLUDED IN CURB AND GUTTER REMOVED AND CURB REMOVED,

7 718"

TOTAL NO. STUMPS NO. TREES SIZES

AND STUMPS TO BE REMOVED.

GRUBBING. THE FOLLOWING IS AN APPROXIMATE ESTIMATE OF THE NUMBER OF TREES

CONSTRUCTION LIMITS UNDER THE LUMP SUM BID FOR ITEM 201, CLEARING AND

REMOVE ALL TREES AND STUMPS SPECIFICALLY MARKED FOR REMOVAL WITHIN THE

SEEDING AND MULCHING

ITEM 407 - TACK COAT

ITEM 407 - TACK COAT 0.075 GAL PER SQ YD

INDICATE AN AVERAGE APPLICATION RATE OF:

DIRECTED BY THE ENGINEER. FOR ESTIMATING PURPOSES ONLY, THE PLAN QUANTITIES

THE RATE OF APPLICATION OF THE 407 TACK COAT SHALL BE SUBJECT TO ADJUSTMENT AS

M. GAL.

ACRES

TON

SQ. YD.

SQ. YD.

SQ. YD.

CU. YD.

QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS.

THE RIGHT-OF-WAY LINES COVERED BY WORK AGREEMENT OR SLOPE EASEMENT.

THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN

659, WATER

659, LIME

659, COMMERCIAL FERTILIZER

659, INTER-SEEDING

659, REPAIR SEEDING AND MULCHING

659, SEEDING AND MULCHING

659, TOPSOIL

PERMANENT SEEDED AREAS:

THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF

ITEM 608 - TRUNCATED DOMES, AS PER PLAN

ITEM 608, CURB RAMP, AS PER PLAN OR ITEM 608, 4" CONCRETE WALK.

AND INSTALLATION. PAYMENT FOR CONCRETE WILL BE MADE UNDER

PAYMENT, PER EACH, SHALL INCLUDE THE DETECTABLE WARNING MATERIAL

ARMOR-TILE, COLONIAL RED, OR APPROVED EQUAL.

ALL DETECTABLE WARNINGS SHALL MEASURE 4'x2', BE CAST-IN-PLACE

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7+52.79

128129

PI Sta. 12

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133

DND

E. CENTRAL AVE.

E. DIXIE DR.

E. CENTRAL AVE.

CE

DA

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SAWCUT

D-101

D-102

STA. 130+30.18, 33.95' RT

CURB RAMP, TYPE A2

STA. 130+16.06, 105.39' RT

CURB RAMP, TYPE A2

STA. 130+30.91, 74.15' RT

CURB RAMP, TYPE A2

STA. 129+53.12, 22.005' RT

DETECTABLE WARNING

STA. 129+51.46, 37.17' RT

DETECTABLE WARNING

FULL DEPTH PAVEMENT

PLANING AND OVERLAY

PAVEMENT LEGEND

FOR SIGNAL PLAN SEE SHEET 11

FOR STORM SEWER PROFILE SEE SHEET 10

FOR DRIVE PROFILES SEE SHEET 10

FOR INTERSECTION DETAIL SEE SHEET 9

STA. 129+91.31, 104.94' RT

DETECTABLE WARNING

+07.84

+62.02

12" -TYPE B

34'22'

86°5

6'37"

86°5

6'37"

Ex R/

W

Ex R/

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Ex R/

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Ex R/

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END AREA VOLUME

CUT CUTFILL FILL

SEEDING

CR

OS

S

SE

CTIO

NS

Q:\

City of

West

Carrollton\

0108307

A.0

0 -

MO

T-

Central

Cedar Intersectio

n\

93210\road

way\sheets\

93210

XS001.d

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WIDTH

END

YDS.

SQ.

MO

T-

CE

NT

RA

L/

CE

DA

R IM

PR

OV

EM

EN

TS

12

TM

PT

MP

00 1010 2020 3030 4040 5050 6060

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

00 1010 2020 3030 4040 5050 6060

130+00.00

719.44

130+25.00

719.53

130+50.00

719.81

130+75.00

720.47

131+00.00

720.59

Ex R/

WEx R/

WEx R/

WEx R/

WEx R/

W

ST

A.

13

1+2

5.0

0

T0

ST

A.

13

2+2

5.0

0

7

CA

LC

UL

AT

ED

CH

EC

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D

END AREA VOLUME

CUT CUTFILL FILL

SEEDING

CR

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SE

CTIO

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Q:\

City of

West

Carrollton\

0108307

A.0

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Cedar Intersectio

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93210\road

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93210

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TM

PT

MP

TM

P

00 1010 2020 3030 4040 5050 6060

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

00 1010 2020 3030 4040 5050 6060

131+25.00

720.53

131+50.00

720.60

131+75.00

720.60

132+00.00

720.41

132+25.00

720.23

Ex R/

W

ST

A.

13

2+5

0.0

0

T0

ST

A.

13

3+5

0.0

0

8

CA

LC

UL

AT

ED

CH

EC

KE

D

END AREA VOLUME

CUT CUTFILL FILL

SEEDING

CR

OS

S

SE

CTIO

NS

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City of

West

Carrollton\

0108307

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Cedar Intersectio

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93210

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WIDTH

END

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SQ.

MO

T-

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NT

RA

L/

CE

DA

R IM

PR

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EM

EN

TS

1200 1010 2020 3030 4040 5050 6060

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

715 715

720 720

725 725

00 1010 2020 3030 4040 5050 6060

720.03

132+50.00 MEET EXISTING

Q:\

City of

West

Carrollton\

0108307

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01.d

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HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

0C

AL

CU

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TE

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CH

EC

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D

DJ

H

MO

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12

IN

TE

RS

EC

TIO

N

DE

TAIL

S

5

10

20

LZS

N

9

130

131 132

+74.09

719.85

+74.09

720.37

+74.09

720.27

+00

720.10

+25

720.27+46.89

720.36+75

720.35

+02.66

720.24+36.69

720.08

+00

720.52

+00

721.10

+00

721.20

+25

721.08

+25

721.18

+75

721.05

+75

721.15

+25

720.69

+25

720.79

+75

721.03

+50

721.13

+20.65

720.82

720.07

719.43

719.58

719.7

3

719.90

20.2

4

720.41

+00

720.62

+74.83

719.34*

+54.75

721.27*

+48.98

721.72*

+53.73

721.92*

+48.19

720.53* +60.11

721.11*

+61.97

721.03*

+41.69

719.96*

+45.77

720.69*

+25

721.68*

+00

721.98*

+75

721.92*

+25

721.20*

+50

721.41*+00

721.00*

719.19

+63.03, 24.77' RT

719.23

+61.36, 40.03' RT

4'

4'

4'

4'

5'

13'

5'

5'

+45.51

720.74*

+74.61

721.87*

719.34

719.7

4

720.52

720.13

+77.72

720.79*

+46.09

720.79*

718.10

+14.18, 18.34' RT

718.81

+37.38, 19.00' RT

718.96

+61.11, 22.02' RT

718.25

+13.56, 23.21' RT

718.61

+37.38, 31.50' RT

719.08

+57.83, 42.03' RT

719.19

+63.03, 24.77' RT

719.23

+61.36, 40.03' RT

129

130

GRATE EL. = 719.40

CB-3

AB

B

A

* MEET EXISTING ELEVATION

FOR STORM SEWER PROFILE SEE SHEET 10

FOR DRIVE PROFILES SEE SHEET 10

C

Ch BEARING= N 55° 15' 15" W

Ch=41.58'

L=50.29'

¬=120° 03' 42"

R=24.00'

STA. 130+46.34, 52.42' RT

E/P CURVE DATA

Ch BEARING= N 36° 19' 51" E

Ch=22.21'

L=22.53'

¬=33° 05' 35"

R=39.00'

STA. 130+56.26, 63.75' RT

E/P CURVE DATA

Ch BEARING= N 54° 54 49" E

Ch=34.37'

L=34.40'

¬=07° 51' 08"

R=251.00'

STA. 132+46.85, 253.90' RT

E/P CURVE DATA

C

2.5'R

2.5'R

2.5'R

DETAIL

10'

6'

15.60'

5'

D

Ch BEARING= N 34° 38' 52" E

Ch=38.82'

L=41.51'

¬=72° 03' 50"

R=33.00'

STA. 130+02.12, 134.03' RT

E/P CURVE DATA

D

TOP EL = 719.47

DRYWELL, NEW

10

CA

LC

UL

AT

ED

CH

EC

KE

D

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City of

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DRIVE 131+07.84 RT

STORM PROFILE

DRIVE 131+62.02 RT

*CONFIRM ELEVATION PER DETAIL, SEE SHEET 12

710

715

720

725

EL

EV = 720.72

B/

W S

TA 0

+29.42

-0.68%2.88%

0

700

705

710

715

720

725

D-101

D-102

@ 1.00%

18' - 12" TYPE B

BOTTOM. = 709.47*

INV. 12" W =716.22

TOP =719.47

STA. 130+41.39, 20.87' RT

DRYWELL, NEW

INV. 12" W = 716.40

GRATE =719.40

STA. 130+59.13, 23.92' RT

CB-3

710

715

725 EL

EV = 721.

20

B/

W S

TA 0

+26.54

3.35% 0.55%

720

N

CE

DA

R IM

PR

OV

EM

EN

TS

MO

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RA

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ST

A.

12

7+5

0

TO

ST

A.

13

3+0

0

11

xxxx

xx

xxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

X X xxxxxxxxxxxxxxxxxx

xxxxxxxxxxxxxxx

xxxxxxxxxxxxx

E. CENTRAL AVE.

CE

DA

R S

T.

E. CENTRAL AVE.

E. DIXIE DR.

TR

AF

FIC

CO

NT

RO

L

PL

AN

LA

S

Q:\

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08307

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PI Sta. 12

7+52.79

128129

PI Sta. 12

9+37.38

130

PI Sta. 13

0+37.87

131

132

133

Q:\

City of

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Carrollton\

0108307

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12

2"TYP.

2' MIN. I.D.FLAT SLAB TOP

CIRCULAR PRECAST

STONE

ON TOP OF

FILTER FABRIC

STONE

BACKFILL #2

COARSE GRAVEL

STRATA

GRAVEL

3' MIN.1' MIN.

1'-4"

3' TYP.

TYPICAL SLOT

OPENING

6'-0" I.D.

CONCRETE

OF CLASS 'A'

BE CONSTRUCTED

RING FOOTING TO

STRATA

GRAVEL

2" C.C.

3-#4 BARS 8"O.C.

STONE

BACKFILL #2

COARSE GRAVEL

N.T.S.

DRYWELL DETAIL

DRYWELL RINGS

PRECAST

SECTION

SLAB TRANSITION

CIRCULAR FLAT

16"

SLOPE TO GRATE

AS DIRECTED BY ENGINEER

PRECAST ADJUSTABLE RING,

304 AGGREGATE BACKFILL

APPROVED GRATE LID

R-2502-C W/SOLID LID OR

NEENAH FRAME & LID NO.

CONNECTOR PIPE

12" PVC

6" MIN.

C.B. TYPE 2-2-B

ACRE OF DRAINAGE AREA MINIMUM.

2. USE 1 DRYWELL PER 1/4 TO 1/3

AND DEPTH OF DRY WELLS.

ARE REQUIRED TO VERIFY THE NUMBER

1. SOIL BORINGS AND PERMIABILITY TESTS

DESIGN

12

CIT

Y

OF

WE

ST

CA

RR

OL

LT

ON

ST

AN

DA

RD

DE

TAIL

S

Figure 1: Central looking east

Figure 2: Central at Cedar NW

Figure 3: On Cedar looking south

Figure 4: Central at Cedar NE

Figure 5: On Central looking west

Figure 6: at 429 Dixie looking west

Figure 7: Central at Cedar looking east

Figure 8: on Dixie looking west

Figure 9: Central at Cedar SE

Figure 10: On Slonaker looking north

Figure 3c: Central at Cedar SW

Montgomery County Auditor Photos

A –323 E. Central; OHI MOT0114602 B –329 E. Central; OHI MOT0114702

C –335 E. Central, 1996; formerly OHI MOT0114802 D –341 E. Central; OHI MOT0114902

Montgomery County Auditor Photos

E –345 E. Central; OHI MOT0115002 F –School (1930 with additions)

G –Auto Service (1956) at 429 E. Dixie H –Barber Shop in Converted SF (1928) at 439 E. Dixie

Montgomery County Auditor Photos

I –Paper Company Warehouse (1977) at 400 E. Dixie J –West Carrollton City Offices (1980) at 11 E. Central