HomeMy WebLinkAbout12 C301 121st Street Entrance PlanI
I
DURA BUILDERS, INC.
CARMEL, INDIANA
DRAWN BY:
kwk
CHECKED BY:
SHEET TITLE:
121TH STREET
ENTRANCE PLAN
DRAWING FILES:
N:\1299\004\DWGS\SEC 1 B \C301.DWG
XREF: 004-1A-BS.DWG
XREF: 1299002S.DWG
XREF: 004 -1 B- BS.DWG
XREF: 005 BS.DWG
SHEET NO.:
C30
I
is
4
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
kwk
CHECKED BY:
SHEET TITLE:
121TH STREET
ENTRANCE PLAN
DRAWING FILES:
N:\1299\004\DWGS\SEC 1 B \C301.DWG
XREF: 004-1A-BS.DWG
XREF: 1299002S.DWG
XREF: 004 -1 B- BS.DWG
XREF: 005 BS.DWG
SHEET NO.:
C30
904.80
EX. OVERHEAD
INV= 901.00 INV =9f11 00
o00
NOTE:
EXISTING UTILITY TO BE RELOCATED.
so2.001 E
o[o
903.0011
LEAD
EXISTING PIPES TO BE REMOVED AND
REPLACED WITH TWIN 12" RCP. REPAIR
ROAD TO COUNTY STANDARDS.
42LF OF 12 "RCP (2) CO 1.83%
W /END SECTIONS REQUIRED
.'.�`'r. row,
907.40
892.6±
892:50
r
EX. OVERHEAD
NOTE:
EXISTING UTILITY TO BE RELOCATED.
1NV.�= tiy1:?�
INV.N= 892.6 8
(TO BE REMOVE
CONTRACTOR TO REFORM
CHANNEL AS SHOWN.
892.0
15" VCP
INV.S= 892.41
INV.N= 892.64
(TO BE REMOVED)
S EX. OVERHEAD
-H
INV. =900.3 1dV•= 900.23
NOTE: IMPROVEMENTS TO 121th STREET ALONG ENTIRE FRONTAGE OF PROPERTY TO
CONSIST OF RESURFACING AND WIDENING OF SAID STREET.
121th STREET IS TO BE WIDENED ON SOUTH SIDE OF STREET ONLY.
A 3' STONE SHOULDER SHALL BE ADDED TO BOTH SIDES OF 121th STREET ALONG
ENTIRE FRONTAGE OF PROPERTY.
121ST STREET
TEMPORARY SWALE FOR DRAINAGE TO
REMAIN IN PLACE UNTIL FUTURE
CONSTRUCTION IS COMPLETED.
121ST STREET IMPROVMENTS
TS
904.50
INV.
SCALE: 1 =50'
121ST STREET IMPROVMENTS
12 "CMP
121ST STRE
SCALE: 1"=50'
W /END SECTIONS REQUIRED
EXISTING PIPE TO BE REMOVED AND
REPLACED WITH A 12" RCP. REPAIR
ROAD TO COUNTY STANDARDS.
99
BR STA 33 +09.39
Tc 67.03' LT
(906.76)GUT
1907.091
0
000
W
0
REMOVE THE TOP PORTION OF EXISTING
HEADWALL TO THE SUBGRADE ELEVATION
OF THE PROPOSED ROAD.
CONNECT (2) NEW 30 LF 4'x8'
CONCRETE CULVERT EXTENSIONS TO
EXISTING HEADWALL.
EX. INV= 892.60± (N) (MATCH EXIST.)
PROP. INV= 892.50 (S)
7'
MIN.
SLOPE: 1 /2
PER FT. MIN.
STONE
SHOULDER 3 I
EXISTING
PAVEMENT
PAVEMENT
R/W LINE
III �III�II�II =1..
6" #73 STONE
III
7'
MIN.
SLOPE: 1 /2
PER FT. MIN.
3'
iI I I=
West Road
121ST STREET AND
WEST ROAD ENTRANCE
SCALE: 1"=50'
40' HALF OF RIGHT -OF -WAY
(SOUTH SIDE OF ROAD)
BR STA 33 +09.47
65.06' RT 1907.391TC
A 907.41
98
VARIES FROM 10.5' TO 36'
NEW PAVEMENT
SAW CUT EDGE OF EXISTING PAVEMENT
TO FORM A NEAT JOINT
(907.06)GUT
6" BINDER #9
WEDGE LEVEL COURSE
14" #53 STONE BASE
N
N
N
N
EX. OVERHEAD
�HO�NDER SLOPE: 1/4 PER FT. MIN.
INV. /M.E. 1 905.80
64' OF 12" RCP
(43.81%
H.A.C. 1" SURFACE p11
2" H.A.C. BINDER #9
900 TON /MILE WEDGE/ LEVEL COURSE
TYPICAL SECTION
121TH STREET
CENTER LINE
EXISTING
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS SECTION No. 207
121ST STREET PAVEMENT SECTION
EX. 16.5' HALF OF RIGHT -OF -WAY
II
1" H.A.C. SURFACE #11
2" H.A.C. BINDER #9
(900 TON /MILE WEDGE/
LEVEL COURSE)
W /END SECTIONS REQUIRED
903.00
R- EX. OVER HEAD- 57 OF
Hil '%°c4z"
904.8 12" REP 906.40
000 000
coo coo 60' INV. 903.00 60'
00
904.00
H.P. 320' TAPER
INV.S= 904.81
INV.N= 904.85
902.501 INV.
905.001T_C. 905:901T.C.
150' TAPER
907.20
907.00
T.C.
NOTE:
SEE SHEET C305 FOR
INTERSECTION DETAIL.
907.40
907.20
INV. }903.36
903.00
26' OF 12 RCP ®7.69%
32G' TAPER
12" CMP
INV.S 905.74
INV.N 905.97
(NORTH SIDE OF ROAD)
R/W LINE
#73 STONE
EXISTING PIPE TO BE REMOVED AND
REPLACED WITH A 12" RCP. REPAIR
ROAD TO COUNTY STANDARDS.
IHII�II -iil -ill=
121ST STREET
ASSUMED NORTH
SCALE: 1 =50'
000
x ELEV
DESC
00 0. 00
1 000.001
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.
L,IFl�'aIENria
1r®
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. NO TREES, SPRINKLER SYSTEMS, SIGNS, LANDSCAPING MOUNDS, OR
OTHER SUCH AMENITIES ARE PERMITTED IN THE RIGHT OF WAY.
-H
x
W
0
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
1 903.
T.C.
W
W
O
0
DATE: 06/09/04
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.
(C COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.corn
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