PROJECT DESCRIPTION - Ohio Department of Transportation · PROJECT DESCRIPTION MOT-Intersection...
Transcript of PROJECT DESCRIPTION - Ohio Department of Transportation · PROJECT DESCRIPTION MOT-Intersection...
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
WEIR
ST
HYD
RAULI
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RD
PEASE
AVE
GRANTWOOD
DR
MAIN
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GIBBONSRD
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DBER
GH
ALEX
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CUST
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DB
LU
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DR
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COTTAGEAVE
CHERRYBLOSSOM DR
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COSY
CAMP
RD
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ON
RD
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RO
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DR
MARINA
DR
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SK
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W
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HIL
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DR
SHANNON
AVE
GOLFW
OOD
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LIBERTY
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NO
RW
ELL
DR
BEECH
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CENTRAL
LN
ST
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WILLOWVIEW
DR
MA
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RD
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TST
TULIP
DR
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LN
HOMEAVE
ENXINGAVE
ASTORAVE
WILLIAM ST
BIS
HOP
BL
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PL
CR
AN
SB
ER
RY
DR
ELT
ER
DR
BIT
PL
ONAKERDR
KIMBERLYLN
WCIR
CLE
DR
CO
SM
OS
DR
UPL
AN
DD
R
ARIS
A
DR
OL
D
MIA
MI
AV
E
S
BRIDLE LN
CATHERINEAVE
N
WALN
UT
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CIR
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DR
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WIN
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CT
EB
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LN
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OWERY
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NEL
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SQUIR
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EBLOSSOMHILLRD
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SWIMMING
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LNRIC
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EBLOSSOMHILLRD
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DIN
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SL
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DR
TRINA
AVE
SHORT
ST
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DR
PIERCE
AVE
S
WAL
NUT ST
GLE
NA
DA
CT
RUSBY
AVE
ELEMENTARY
DR
RIS
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LA
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WA
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ROSELN
VIC
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PL
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RD
OM
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CR
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ADLON CT
ALLE
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BELL R
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CELIT
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HIL
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VIL
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DIXI
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PIK
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ALEXANDERSVILLE-BELLBR
AVE
CENTRAL
CE
DA
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River
MORAINE
AIRPORT
75
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CO
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TR
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NO.
RAIL
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AD IN
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MONTGOMERY COUNTY 9
32
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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
MO
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CE
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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
SC
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TIC
PL
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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
DA
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TR
EE
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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
R S
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
TY
PIC
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5'VARIESVARIES
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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
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
DAYTON, OH 45415
3691 TURNER ROAD
TIME WARNER CABLE
CABLE
PHONE: (937) 331-4240
YEMISRACH MEKONNEN
DAYTON, OH 45439
1900 DRYDEN ROAD
DAYTON POWER & LIGHT
ELECTRIC
FAX: (937) 847-7385
PHONE: (937) 847-7327
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
7
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DND
E. CENTRAL AVE.
E. DIXIE DR.
E. CENTRAL AVE.
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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/
W
Ex R/
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Ex R/
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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
gn 4/11/2013 4:5
0:2
3
PM lstutler
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
KE
D
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
gn 4/11/2013 4:5
0:2
3
PM lstutler
WIDTH
END
YDS.
SQ.
MO
T-
CE
NT
RA
L/
CE
DA
R IM
PR
OV
EM
EN
TS
12
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
Q:\
City of
West
Carrollton\
0108307
A.0
0 -
MO
T-
Central
Cedar Intersectio
n\
93210\road
way\sheets\
93210
XS001.d
gn 4/11/2013 4:5
0:2
3
PM lstutler
WIDTH
END
YDS.
SQ.
MO
T-
CE
NT
RA
L/
CE
DA
R IM
PR
OV
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
A.0
0 -
MO
T-
Central
Cedar Intersectio
n\
93210\road
way\sheets\
93210
GI0
01.d
gn 4/11/2013 4:5
0:2
7
PM lstutler
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
0C
AL
CU
LA
TE
D
CH
EC
KE
D
DJ
H
MO
T-
CE
NT
RA
L/
CE
DA
R IM
PR
OV
EM
EN
TS
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
Q:\
City of
West
Carrollton\
0108307
A.0
0 -
MO
T-
Central
Cedar Intersectio
n\
93210\road
way\sheets\
93210
GF001.d
gn 4/11/2013 4:5
0:2
9
PM lstutler
PR
OFIL
ES
MO
T-
CE
NT
RA
L/
CE
DA
R IM
PR
OV
EM
EN
TS
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
T-
CE
NT
RA
L/
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:\
City of
West
Carrollton\
0108307
A.0
0 -
MO
T-
Central
Cedar Intersectio
n\
93210\traffic\sheets\
08307
TP001.d
gn 4/11/2013 4:5
0:3
2
PM lstutler
SC
AL
E IN F
EE
T
HO
RIZ
ON
TA
L
020
40
10
CA
LC
UL
AT
ED
CH
EC
KE
D
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
West
Carrollton\
0108307
A.0
0 -
MO
T-
Central
Cedar Intersectio
n\
93210\road
way\sheets\
93210
GM
001.d
gn 4/11/2013 4:5
0:3
4
PM lstutler
CE
DA
R IM
PR
OV
EM
EN
TS
MO
T-
CE
NT
RA
L/
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