HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 12DATE:
10/31 /03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
MAINTENANCE OF TRAFFIC
PLAN
DRAWING FILES:
N: \1238 \1003 \DWGS \C303.DWG
XREF: 1003 BS.DWG
XREF: 1004 ABS.DWG
XREF: CA5.DWG
XREF: CA7.DWG
SHEET NO.:
C303
0
CO
W
W
400'
0
TOWNE ROAD
0
SCALE: 1"= 50'
CONSTRUCTION SIGN LAYOUT
CONSTRUCTION GRADE
INME x1/4.
`ISSIMIX.NIMAIro,
III NNIIHM I SVAL
EX. TOWNE RI '1
ED OF
W Nimo immiz A
BARRICADES CD 25 459 ,5(�) J
2 (TYP:)
0' ASPHALT PATH
000
500'
000
000
A During Construction
B At the End of Construction Day
24 IBARRI
EX. TC= 895.45
EX. 12" RCP
10' ASPHALT PATH
Barricade Placement
000
.i "w*
A'
DES 25' 575'
.0
z
000
00
0)
00
000
NiriMikr%%1MINSitaiWW
EXISTING I PAVEMENT
000
SCALE: NTS
W
qoe
000
EX. TC= 895.45
EX.
NOTE:
1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTORS
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED.
THE SUBCONTRACTORS SHALL NOTIFY, IN WRITING, THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED.
2. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE HAMILTON
COUNTY HIGHWAY DEPARTMENT BEFORE ANY ROAD CONSTRUCTION IS TO
BEGIN.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA
DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS DATED
1988 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT
OF TRANSPORTATION STANDARD DRAWINGS.
5. FLAG AHEAD SIGNS ARE TO BE COVERED OR TAKEN DOWN WHEN
FLAGGERS ARE NOT PRESENT.
6. ANY DROP OFF ADJACENT TO THE TRAVEL LANES WHICH EXCEEDS 4"
MUST HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVERY 100
FEET.
000
TOWNE ROAD FINCHLEY ROAD
MAINTENANCE OF TRAFFIC AND STRIPING PLAN
Z\
0
z 5
000
x ELEV
DESC
125' OF 4" SOLID WHITE LINE
1—
(000.00)
000.00
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
w/ description
New Pavement Grade
All Other Finish Grades
Flow Arrow
12" SOLID
WHITE LINE
]E -IE,INIED
11 1
FINCHLEY ROAD
INTERSECTION STRIPING DETAIL
SCALE: =so'
CONSTRUCTION SIGN LAYOUT
SCALE: =so'
0
0
0
410' OF 4" SOLID WHITE LINE
TOWNE ROAD
NEW PAVEMENT
DRUM
ROAD CONSTRUCTION AHEAD (W20-
FLAGGER AHEAD (W20 -7)
END CONSTRUCTION (G20 -2)
STOP SIGN (R1 -1)
DIRECTION OF TRAFf
w
133' 0* 4" SOLID WHITE LINE
STOP SIGN (R1 -1)
ASSUMED NORTH
SCALE: 1"=30'
NOTE: MILL STRIPING AREAS AND REPLACE WITH 1" HM
COURSE PRIOR TO STRIPING.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
TOWNE
A SURFACE
C UM M O\ A
o
N o.
0000075
STATE OF
0 e �NDI
sS ONAL E
/8 /81111 I 1 111111
/3-44..04,7a.
DATE: 11/12/03
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
4 ‘0,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering