HomeMy WebLinkAboutC11a Maintenance of TrafficI
Pi TAKE FOR 96TH STREET
FLASHING ARROW BOARD
River'
Ridge
•Larle
150'
DRUMS SPACED 20' APART (TYP.)
(Si;
LANE
5' MX ELECTRIC UNE
EASBIEHIS FOR ANCHORS
130'
J
2' NON—ACCESS EASEMENT
/NM •MIIM0
2' NON—ACCESS EASEMENT
OINNOMIN
*I
TYPE III BARRICADE
NO
LEFT
TURN
ROAD
CLOSED
15' D. U.E.
60' B.S.L.
200'
96th. STREET MAINTENANCE OF TRAFFIC PLAN
SCALE: 1" 50'
15' LM.E. D. U.E.
In
DRUMS SPACED 20' APART (TYP.)
15' LM.E. D. U.E.
431VMS 431VMS 4•39VMS 31VMS (•31VMS
DRUMS SPACED 20' APART (TYP.)
OI'd "35, P: 14
P
60' B.S.L.
GRAY RD. MAINTENANCE OF TRAFFIC PLAN
SCALE: 1"
LOT 2 4
2.31 AC (BASED ON NEW R/W, NOT al
INCLUDING STORMWATER MANAGEMENT) t
OUTLOT 2
2.89 ACRES
DRUMS SPACED 20' APART (TYP.)
15' LM.E. D. U.E.
Ii
I
:c.wer
:':52
NOTE:
CONTRACTOR TO COORDINATE WITH THE CITY OF
CARMEL ON TRAFFIC SIGNAL DURING
CONSTRUCTION.
CONTACTS:
SIGNAL MAINTENANCE FOR CARMEL
DAN HILL
(317) 894-0120
CITY OF CARMEL INSPECTOR
DAN GRESKAMP
(317) 571-2441
DRUMS SPACED 20' APART
DUD
2' NON—ACCESS EASEMENT
TEMPORARY 4" PAVEMENT TAPE, WHITE
4" PERMANENT WHITE SKIP ON
COMPLETION
1 3
0 0
15' L.M.E. D. U.E.
60' HALF RIGHT—OF—WAY
.4 't
1
TEMPORARY 4" PAVEMENT TAPE, WHITE
4" PERMANENT WHITE SKIP ON
COMPLETION
11\
SWALE-)-- --4 31VMS ÷31VMS +37VMS.
88'
fb.
711111111111111111
DRUMS SPACED 20' APART (TYP.)
0.0
TEMPORARY 4" PAVEMENT TAPE, WHITE
4" PERMANENT WHITE SKIP ON
COMPLETION
TIMING
1. CONTRACTOR TO MAINTAIN 2 TRAVEL
LANES ALONG WEST BOUND 96th STREET FROM
6:00 AM TO 10:00 AM WEEKDAYS.
2. CONTRACTOR TO MAINTAIN 2 TRAVEL LANES
ALONG EAST BOUND 96tH STREET FROM 3:00 PM
TO 7:00 PM WEEKDAYS.
3. THE PLAN SHOWN HEREON SHOWS THE ONE
LANE SETUP FOR BOTH LANES IN THE TIMES
ALLOWED. FOR TIMES WHERE TWO LANES ARE
REQUIRED, THE CENTER BARRELS ARE TO BE
PLACED ADJACENT TO THE PROPOSED CENTER
CURB LEAVING THE SECOND REQUIRED TRAVEL
LANE.
60' B.S.L.
200'
120'
15' L.M.E. D. U.E.
2' NM—ACCESS EASEMENT
./ariss
SWALE*---- (•31VMS +31VMS 31VMS
"DON'T DIG BLIND"
150'
1-800-382-5544
CALL, BEFORE YOU DIG
0.0
DRUMS SPACED 20' APART (TYP.
0 0
Iplo•-••••-•-••1
100'
200' 500'
200'
500'
60' HALF RIGHT—OF—WAY
TBM 1
HARRISON MONUMENT, SE COR. SE 1/4
SECTION 8—T17N—R4E. INTERSECTION OF
96TH STREET AND GRAY ROAD.
ELEVATION 740.75
■■•••=0.
150'
NOT
APPROVAL
REVISIONS
REV. MO
CD
CD
Lf)
r•r)
RELEASED FOR CONSTRUCTION
DATE
11/7/03
6.$
a)
C
0
0
H
bJ
H
PROJECT NO
SHEET TITLE
SHEET NO
0
0
d
LEI
0
0 1—
Z
w 0
o.
J r
cn
I-
D
N
0 1.
w 0
ft I
I— I's
X 4,
X
X 0
0
MID—STATES Job Number: 121-5345
DESCRIPTION
CHANGE BULLETIN 6
N
z
L.]
F—
(I)
20-01024.02
APRIL 10 2003
DATE
MAINTENANCE OF TRAFFIC
Clla
of 16
lAid L:89:£ £00Z/01./1-1- I. 30Vd I. NIVid IOVi NVid gt.E9 oc