US 41A640+34
APPR
LANE
DODSON
AVE.
PRIDE
693+09
APPR
DR.
QUINTEN
MAIN
NORTH
US 41
TOTAL
860 SY FROM PIPE DRAINAGE SUMMARY SHEET12
12
13
13
87
X
166
X
43
XX
213
X
1343
229
94
X
699+15
APPR
313
13672
523
843
858
698
291
2
245
9
X
02998
21289ED
23158ES
23276EN
22520EN
24651ED
23839ED
20550ND
20418ED
20904ED
10030NS
10020NS
24814EC
08103
03000
02403
02203
24489EC
06578
06574
06566
06568
06570
06572
06514
06510
06401
05990
05992
05985
05964
05963
05953
05952
05950
X
MASONRY COATING
LONGITUDINAL EDGE KEY
DETECTABLE WARNINGS
TURF REINFORMENT MAT TYPE 3
PAVE MARKING-THERMO YIELD BAR-36 IN
CONCRETE ISLAND
REMOVE CONCRETE MEDIAN
SAWCUT PAVEMENT
REMOVE & RELOCATE SIGNS
RECONSTRUCT CURB BOX INLET
ASPHALT ADJUSTMENT
FUEL ADJUSTMENT
PIPELINE INSPECTION
CONCRETE-CLASS D MOD
PRECAST CONC BOX SECT 30" X 30"
REMOVE CONCRETE MASONRY
STRUCTURE EXCAVATION-UNCLASSIFIED
INLAID PAVEMENT MARKERS
PAVE STRIPING-THERMO MERGE ARROW
PAVE STRIPING-THERMO CURVE ARROW
PAVE MARKING-THERMO X-WALK-12 IN
PAVE STRIPING-THERMO STOP BAR, 24"
PAVE MARKING-PAINT CROSS-HATCH
PAVE MARKING-DOTTED LANE EXTEN
PAVE STRIPING-PERM PAINT-4 IN
PAVE STRIPING-TEMP PAINT-4IN
FLEXIBLE DELINEATOR POST-M/W
SODDING
AGRICULTURAL LIMESTONE
SEEDING AND PROTECT
20-10-10 FERTILIZER
INITIAL FERTILIZER
TEMP SEEDING AND PROTECT
TEMP MULCH
EROSION CONTROL BLANKET
X
SY
LF
SQFT
SY
EACH
SY
SY
LF
EACH
EACH
DOLLAR
DOLLAR
LF
CUYD
LF
CUYD
CUYD
EACH
EACH
EACH
LF
LF
SQFT
LF
LF
LF
EACH
SY
TON
SY
TON
TON
SY
SY
SY
X
2336
453
1
14
4
29
X
313
17351
523
1932
58
858
698
1347
8
2
63211
41961
10885
1
14
4
274
815
8
42
919
210
6608
651
46099
76887
9
6825
54
86587
4.5
9.0
64684
86245
9978
X
14
14
14
14
14
30" X 30" RCBC EXTENSION
SHEET 31 (R150) AND PERTAIN SPECIFICALLY TO THE
THESE QUANTITIES ARE CARRIED OVER FROM PIPE
SPECIFICATIONS AS DIRECTED BY THE ENGINEER
ACCORDANCE WITH THE STANDARD DRAWINGS AND
JOINTS IN TWO DIRECTIONS AT A 15’ MAX. SPACING IN
THE CONTRACTOR SHALL SAW & SEAL CONSTRUCTION
UNIT
GENERAL SUMMARY
DESCRIPTION
U.S. 41A
E-S
HE
ET
NA
ME:
R0020IS
UMicro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
HOPKINS 2-137.20 R2i
GENERAL SUMMARY SHEET
ITEM NOTES:
January
1, 0001
DA
TE P
LO
TT
ED:
rro
bin
so
nU
SE
R:
C:\
PL
OT\
R0020IS
U.
DG
NFIL
E
NA
ME:
ROAD WORK
END
WORK
ROAD
500 FEET
ROAD
WORK
AHEAD
MINIMUM
500’
WORK ZONE
WORK ZONE
C
A B
D
**PLACE AT BEGIN CONSTRUCTION ON:
**PLACE AT END CONSTRUCTION ON:
500’ 500’
100’
ADVANCE WARNING SIGN SETUP NO. 1*
ADVANCE WARNING SIGN SETUP NO. 2**
W20-1 36" X 36" W20-1 36" X 36"
G20-2 36" X 18"
W20-1 36" X 36"
06510 LFPAVE STRIPING-TEMP PAINT-4 IN
MAINTENANCE OF TRAFFIC - BID ITEMS
36" X 18"
36" X 36"
4.50
W20-1
G20-2
MAINTENANCE OF TRAFFIC - CONSTRUCTION SIGNING SUMMARY
9.00
TOTAL PROJECT - ITEM 02562
4
24
188
TYPE DIMENSIONS AREA CONSTRUCTION SEQUENCE MAX # REQ’D TOTAL
AREA
SQ. FT PHASE IA PHASE IB PHASE II PHASE III PHASE IV SQ. FT
2167
5
11 5
11 19 2 0
0
0
PHASE I A PHASE IB PHASE II PHASE III PHASE IV
ITEM NO. DESCRIPTION UNIT CONSTRUCTION SEQUENCE TOTAL
PROJECT
1
44
1000 FEET
WORK
ROAD
ROAD WORK
END
MINIMUM
200’
E
G20-2 36" X 18"
1
81
14,91534,43524,3870 3,150 76,887
U.S. 41 (NORTH MAIN ST.)
U.S. 41A (NEBO RD.)
*PLACE AT BEGIN AND END WORK ON:
QUINTEN DR.
PRIDE AVE.
DODSON LN.
CHELSEA DR.
BRIARWOOD DR.
PRIDE AVE.
10 00
10 00
R11-3a
R11-2
60" X 30"
48" X 30"
12.50
10.00
0
0 1
12.50
10
319.50
1
12
02650 MAINTAIN AND CONTROL TRAFFIC 1LS***
during construction phasing.
shifting signal heads and installation of temporary cameras
used
*** Lump Sum bid for Maintain and Control Traffic will
include
QUANTITIES BELOW HAVE BEEN CARRIED TO GENERAL SUMMARY.
the drop-off area.
during daylight hours while work is being done in
vertical panels or barricades for short distances
four inches may be protected with plastic drums,
For temporary conditions, drop-offs greater than
be used for overnight installations.
reflective devices or steady burn lights should
used, special
barricades may be used. If concrete barriers are
of pavement and drop-off, drums, panels or
is eight feet or more distance between the edge
wedge with 3:1 or flatter slope needed. If there
Greater Than Four Inches - Positive separation or
Devices".
with the "Manual on Uniform Traffic Control
feet. Spacing for tapers should be in accordance
and for curves, devices should be placed every 50
sections with speeds less than 50 miles per hour
light hours. For tangent
plastic drums, panels and barricades during day
or greater. Cones may be used in place of
tangent sections for speeds of 50 miles per hour
vertical panels or barricades every 80 feet on
Two to Four Inches - Place plastic drums,
advance and throughout the drop-off area.
required. Warning signs should be placed in
Less Than One and One Half Inches - No protection
follows:
cross, except accidentally, should be treated as
Pavement edges that traffic is not expected to
Pavement Drop-Off
throughout the drop-off area.
Warning signs should be placed in advance and
elevation difference greater than two inches.
in a lane change situation should not have an
A pavement edge that traffic is expected to cross
Difference in Elevation for Travel Lanes
PAVEMENT EDGE DROP-OFFS
completed pavement.
traffic is shifted to a detour or onto the
relocated, as directed by the Engineer, when
each phase. Existing signs shall be covered or
relocated to align with the traffic lanes for
Existing and proposed traffic signals shall be
6:30 p.m. each weekday.
hours are defined as 6:00 - 9:00 a.m. and 3:30 -
are at the location. For this project, peak
signing and flaggers
approval of the Engineer, provided adequate
may be allowed during non-peak hours with prior
However, during working hours, one-way traffic
way with a minimum lane width of 10 feet.
The Contractor shall maintain a two-lane traveled
GENERAL NOTES
MAINTENANCE OF TRAFFIC
also be required for the duration of the project.
limit. Maintenance of applied material shall
assessed at $500/day for each day past the 30 day
installation, with Liquidated Damages to be
or concrete material, within 30 days of the pipe
parking lots, etc., shall be paved with asphaltic
being entrances, mainline and approach roadways,
and/or permanent disturbance of paved material,
(utility, storm, culvert) that requires temporary
and excavation for any pipe installation
For the duration of the project, all trenching
PAVEMENT RESTORATION
MAINTENANCE OF TRAFFIC PLANS
SCALE: 1"=1"
January
1, 0001
DA
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C:\
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R07200
MT.
DG
NFIL
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E-S
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ME:
R07200
MT
Micro
Statio
n v8.11.7.443
COUNTY OF ITEM NO. SHEET NO.
HOPKINS 2-137.20 R72
DETAIL SHEET
