HomeMy WebLinkAbout030-00 SP Street Plan.12
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THE LAKES AT
HAZEL DELL,
115 SECTION TWO
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THE LAKES A11
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HAZEL DELL
SECTION FOUR
KENDERLY COURT
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STREET PLAN
12
DELLFIELD BLVD. WEST
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EX. 36' RCP
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13
14
CURVE DATA TABLE
15
CURVE
RADIUS
LENGTH
CHORD
DIRECTION
DELTA
C-1
25.00'
39.27'
35.36'
N4522'29'E
90100'00'
C-2
25.00'
36.14'
33.07'
N4812'56'W
82'49'09'
C-3
50.00'
36.14'
35.36'
S6855'13'E
41'24'35'
C-4
50.00'
229.35'
75.00' 1
S00'22'29'W
262'49'09'
C-5
50.00'
36.14'
35.36'
S69'40'12'W
41'24'35'
C-6
325.00'
164.89'
163.13'
S14'09'37'E
29'04'12'
C-7
350.00'
177.58'
175.68'
S14'09'37'E
29'04'12'
C-8
1 375.00' 1
_
142.40'
_
21'53'21'
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STREET PLAN
12
DELLFIELD BLVD. WEST
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0.81X 0.80% -0.60
15' RCP\j 8' PVC
INV -747.11 INV -747.11
I
EX. 36' RCP
INV -746.5±
I I
13
14
CURVE DATA TABLE
15
CURVE
RADIUS
LENGTH
CHORD
DIRECTION
DELTA
C-1
25.00'
39.27'
35.36'
N4522'29'E
90100'00'
C-2
25.00'
36.14'
33.07'
N4812'56'W
82'49'09'
C-3
50.00'
36.14'
35.36'
S6855'13'E
41'24'35'
C-4
50.00'
229.35'
75.00' 1
S00'22'29'W
262'49'09'
C-5
50.00'
36.14'
35.36'
S69'40'12'W
41'24'35'
C-6
325.00'
164.89'
163.13'
S14'09'37'E
29'04'12'
C-7
350.00'
177.58'
175.68'
S14'09'37'E
29'04'12'
C-8
1 375.00' 1
143.26'
142.40'
S17'45'02'E
21'53'21'
SCALE: 1"=50'
Sheet
Detai
Number
De= tan
C802
1
Street Cross Section Detail
C802
5
Sidewalk Detail
C802
7
Sidewalk Ramp For Handicapped Detail
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C802
8
Roll Curb Detail
rTl
C802
3
Pipe Underdrain Detail
C802 1
4
Barricade Detail
C802
10
Choirback Curb w Gutter
Tq ®• All Streets to be 30' in width unless noted.
All Rights-of-way to be 50' in width unless noted.
SCALE: 1"=50'
STREET PROFILE
760
755
750. - -- ---- � 1
SCALE: HORZ.: 1„'=50'
\/P'R T • 1 - r;
745
740
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC
CONFORM TO APPLICABLE LOCAL AND STATE ST
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BI
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDAF
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION I
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXIST
5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOW
PARENTHESIS) ARE CORRECTED ELEVATIONS.
HOLEY MOLEY SAYS
" DON'T
DIG
BLIND°
E� f
"IT'S THE LAW'
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FATE
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TD EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAIS BEFORE COMMENCING WORK.
USGS DISC IN CONCRETE POST 54 FEET WEST OF CENTERUNE OF RIVEF
OF 131st STREET, STAMPED 95 -RHP -1951.
ELEVATION - 751.462
---------------------------------------------
P.K. NAIL 1 FOOT UP ON NORTH SIDE OF POWERPOLE (300-758) ON T
126th STREET.
ELEVATOR - 755.080
------------------------------
T.B.M. /1:
CONTROL POINT J301 - 5/8' REBAR WITH RED CAP ALONG THE EAST
ROAD, 556 FEET NORTH OF SOUTHERN MOST PROPERTY UNE AND 81 F
EASTERN CURB UNE OF HAZEL DELL ROAD.
ELEVATION - 752.92
Revisions
9800085
STATE OF '
.,0��. ••. i PIAN ����
"5/0N►t„► °
CERTIFIED BY
ru�yM
THIS DRAINNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAR
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE S00
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE
PART, WITHOUT THE WRTTEN CONSENT OF THE SCHNEIDER CORPOR.
1999, The Schneider Corporation
735 r 1 1 fie
Schneider
LJ
Coiporaton
730
-- 3020 North Post Road Engineeril
Indianapolis, Indiana Surveying
46226-6518 Landscape
317-898-8282 GIS e LIS
725 317-899-8010 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gi
ZARING HOMES
720 THE LAKES AT HAZEL DELL, SEC.
CARMEL~ INDIANA
STREET PLAN & PROFILEq-
Date Project No. Dram Al
12/03/99 1 1442.002 DCC
Computer Piles I Sheet No.
J:\1442\002\DWGS\SEC-3\C201.DWG
XREF: J: \1442\002\DWGS\SEC-3\3BS.DWG
XREF: J:\1442\002\DINGS\SEC-2\26S
XREF: J.\1442\002\DWGS\SEC-3\STREET
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STREET PROFILE
760
755
750. - -- ---- � 1
SCALE: HORZ.: 1„'=50'
\/P'R T • 1 - r;
745
740
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC
CONFORM TO APPLICABLE LOCAL AND STATE ST
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BI
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDAF
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION I
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXIST
5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOW
PARENTHESIS) ARE CORRECTED ELEVATIONS.
HOLEY MOLEY SAYS
" DON'T
DIG
BLIND°
E� f
"IT'S THE LAW'
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FATE
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TD EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAIS BEFORE COMMENCING WORK.
USGS DISC IN CONCRETE POST 54 FEET WEST OF CENTERUNE OF RIVEF
OF 131st STREET, STAMPED 95 -RHP -1951.
ELEVATION - 751.462
---------------------------------------------
P.K. NAIL 1 FOOT UP ON NORTH SIDE OF POWERPOLE (300-758) ON T
126th STREET.
ELEVATOR - 755.080
------------------------------
T.B.M. /1:
CONTROL POINT J301 - 5/8' REBAR WITH RED CAP ALONG THE EAST
ROAD, 556 FEET NORTH OF SOUTHERN MOST PROPERTY UNE AND 81 F
EASTERN CURB UNE OF HAZEL DELL ROAD.
ELEVATION - 752.92
Revisions
9800085
STATE OF '
.,0��. ••. i PIAN ����
"5/0N►t„► °
CERTIFIED BY
ru�yM
THIS DRAINNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAR
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE S00
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE
PART, WITHOUT THE WRTTEN CONSENT OF THE SCHNEIDER CORPOR.
1999, The Schneider Corporation
735 r 1 1 fie
Schneider
LJ
Coiporaton
730
-- 3020 North Post Road Engineeril
Indianapolis, Indiana Surveying
46226-6518 Landscape
317-898-8282 GIS e LIS
725 317-899-8010 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gi
ZARING HOMES
720 THE LAKES AT HAZEL DELL, SEC.
CARMEL~ INDIANA
STREET PLAN & PROFILEq-
Date Project No. Dram Al
12/03/99 1 1442.002 DCC
Computer Piles I Sheet No.
J:\1442\002\DWGS\SEC-3\C201.DWG
XREF: J: \1442\002\DWGS\SEC-3\3BS.DWG
XREF: J:\1442\002\DINGS\SEC-2\26S
XREF: J.\1442\002\DWGS\SEC-3\STREET