HomeMy WebLinkAbout06020008 C201 Street Plan & ProfileDATE:
1/30/06
Sheet
Detal
Number
Description
P
C801
1 -4
Street Cross Section Details
C801
6
Concrete Sidewalk Detail
C801
8
Sidewalk Ramp For Handicapped Detail
C801
9
Chairback Curb and Gutter Detail
C801
11
Pipe Underdrain Detail
C301
1
Intersection /Alley Details
C801
15
Chariback Curb Without Cutter Detail
®Th
All Streets to be 28' F -F in width unless otherwise noted.
All Rights -of -way to be 50' in width unless otherwise noted.
DATE:
1/30/06
PROJECT NO.:
1238.8002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET
PLAN PROFILE
DRAWING FILES:
N: \1238 \8002 \DWGS \C201.DWG
XREF: 8002BS.DWG
XREF: 7501BBS.DWG
XREF: 7501 CBS.DWG
XREF: MID- BS.DWG
XREF: CA9.DWG
SHEET NO.:
C20
1
NOTES:
1. ALL C.L. GRADES REPRESENT BACK OF CURB GRADES.
2. FROM STA. 1 +26.52 TO 1 +46.53 OF DEWHURST STREET TRANSITION FROM
TYPICAL ALLEY 3 TO CROSS SLOPE
C801
3. FROM STA. 7 +89.80 TO 8 +25.61 OF DEWHURST STREET TRANSITION FROM CROSS SLOPE
4
TO INVERTED CROWN WITH CURB C801 .EXISTING ALLEY FROM 9 +45.50 TO 10 +70 TO BE WIDENED
TO MATCH INVERTED CROWN WITH CURB
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10 +96.47 10 +58.60
HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
"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.
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9 +51.47
ILIBC-IENTED
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2_ ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY
MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS
UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE
MORE STRINGENT REQUIREMENT SHALL GOVERN.
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STREET
4 +64.
)1.95
DEWHURST 300
STREET PLA
HIGH POINT ELEV 904.83
HIGH POINT STA 7 +89.80
PVI STA 8 +00
PVI ELEV 905.09
75.00' VC
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NOTE:
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING
TO SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY
OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT -OF -WAY.
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STREET PROFILE
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SECTION. 7501
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New Grade
0.94%
T.I..Y LINE tiS i F..,..
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
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HORZ.: 1"=50'
SCALE:
VE R T.: 1"=5
915
910
905
900
895
890
885
880
N o.
10000075
STATE OF
N A L 2
luullIIttifl
/3-44-04,
DATE: 1/30/06
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. (2006)
‘vo,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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PVI ELEV 902.18
PC 7+86.37