16-
DE
C-2014 16:3
1C:\
div8_projects\
Resurfacing\
Februrary_2015\
SR 1148 8
C_077072\
Seals_
Montgo
mery\
montgo
mery-scaled.d
gn
gsdavis
AT
D8
CA
D-270410
SHEET NO.PROJECT REFERENCE NO.040397
8C.062016, 8C.077072 1
1565
(109
1129
1539
1005
1540
1541
1542
1120
1118
1100
1565
1539
1539
1005
1005
1540
1540
1541
1541
1542
1542
1120
1118
1210
1117
1117
1101
1100
1100
1134
1174
1112
1113
1543
1564
1568
15411103
1180
1101
1103
1167
1116
1115
1541
1005
1563
1633
1111
1005
1005
1565
1133
1175
1175
1173
1173
1173
1203
1110
1110
1198
1211
1199
1185
1185
1218
1197
1212
1181
1111
1111
1222
1219
1207
1224
1185
(
1126
1188
1103
1100
(73
(109
(731
(73
(731
(BUS109
(BYP109
(73
(109 (73
(73
(109
1139
1150
1130
1111
(73
(73
(73
(73
1174
1174
1133
1114
(
(731
(731
(731
(731
(731
1005
1544
1546
1546
1118
1118
1118
1118
(109
(109
BUS109(
(731
1112
1100
1102
1116
1166
1127
1107
1188
1110
1110
1543
1132
1185
RR
1227
(731
Wadeville
POP. 1,390
AB
ER
DE
EN
dR
dR
S.
Main
St.
Allenton
Rd.
Allenton Rd.
Tro
y
Rd.
N.
Main
St.
S.
Wadesboro
Blv
d.
dR
dR
Nc Hwy 73 W
Nc H
wy 73 W
Nc H
wy 73 W
Nc H
wy 7
3 W
Nc H
wy 73
1 W
Nc Hwy
731 W
Nc Hwy
731 W
Nc Hwy 731 W
Nc
Hwy 109 S
S W
adesboro Blvd
Nc Hwy 731 W
Nc H
wy 1
09 S
Nc H
wy 1
09 S
Nc Hwy 731 W
Nc Hwy
731
W
Nc Hwy 731 W
Nc Hwy
731
W
FAS
1230
1229
1110
1231
1232
1111
1181
1185
1539
10051540
1576
1564
1541
15421118
1118
1543
1115
1166
1116 1118
12101117
1184
11671119
1101
1100
11021208
11031100
1103 1100
1188
1187
1110
1110
11091103
1188
1111
1112
1111
1113
1171
1174
1227
1104
1128
1128
1130
11311132
1133
1174
1129
1228
1118
1127
12261544
1118
15991546
1546
1543
1543
1543
1541
1565
1565
15681569
(109
(109
(73
Pee Dee
(73
(731
(731
(731
Pekin
1107
1104 1105
MOUNT GILEAD
1108
11271127
11251121
11241123
1190
12201126
11221204
120612051216
1585
5
1
2
3
4
6
7
89
10
MONTGOMERY COUNTY
SHEET NO.WBS ELEMENT
(73
%220
(73
%1
%74
%220
(73
(73
(73
(73
(38
(177
%1
s
%1
(109
(109
(109
%220
%220
%220
%220
%220
%1
%1
%1
%1
%1
%1
(177
(177
(177
(177
%74
%74
%74
%74
%74
%74
%74
(381
(381
(381
%74
BUS
%74
BUS
%74
BUS
AirfieldMackall
Rockingham-Hamlet
Airport
B
c
C
%1
State Hig
hway 1
09
State Hig
hway 1
09
State Highway 73
State Highway 73
State Highway 73
State H
ighway 73
N U
nited States Highway 2
20
State Hig
hway 1
77
State Highway 177
Le
wis Bre
eden Blvd
State Highway 381
Louis Bre
eden Blvd
State Highway 177
State High
way 1
77
United State
s Highway 1
State Highway 73
%74
%74
US 1 H
wy. N
E. Broad
Street
1238
1119
1118
1120
1242
1244
1992
1554
1423
152415511532
1548
1513
15151418
14311438
13011336 1546
1139
1005
1302
1202
1208
1209
1109
1122
1211
1123
1210
1215
2038
1428
142714241429
19891966
1900
1915
1914
19001966
1426
1184
14051412
1124
1103
1992
1125
1130
1121
12141220
15571549
1230
1108
1241
12391198
1437
1966
1927
1302
15251336
1526 1439
15421432
1424
1436
14341441
14421435
1424
1303
1005
1123
2016
1966
14231565
14341441
1109
11091109
11191245
1430
1566
1568
1567%1
%1
%1
(177
(177
(177
(177
(177
(38
(38
(38
(381
(381
(381
%74
%74
%74
(109
1418
1903
1967%74
%1
%1
%74
BUS
%74
BUS
%1
1113
1124
11281124 1129
11921127
1511
NState Highway 73
1441
1448
1305
McIntyre
Rd
1574
1576
1498
1497
1577
1343
1343
(73
%1
%1
%1
%1
%74
%74
%74
(177
%74
BUS
%74
BUS
220BUS%
220BUS% %220
%BUS220
220%
%220
(73
BUS%220
%220
%220
(73
73(
73(
(109
1343
1345
1453
1573
220%
1607 1607
17231722
1722
1613
1613
12361140
1237
1825
1971
1971
1900
1845 1833
1844
1562
1148 1169
11651164
1162
11541153
1153
11531153
11531005
11531317 1491
13211003
1003
1003
1003
14691462
1463
1465
1464
1473
1004
1602
1603
1609
1605
1608
1612
1614
18021804
1804
18032000
1999
1725
1847 1724
1846
1613
18111900
1001
1825
1803
1829
1803
1827
1826
1825
1812
1806
1615
1842
1614
1610
16071608
1605
1536
1605
14781486
1442
1487
1477
14421476
1441
1003
14721472
1471
1465
14651466
14681424
14611461
1534
1455
1459
1457
1456
1453
1458
1523
1459
1326
1153
1331
1332
1153
1325
1321
1324
1317
1323
1153
1186
1322
1322
1319
1316
1313
1317
1160
1159
11591212
1157
1155
1148
1150
1148
1149
1148
1005
1146
1005
1307
1339
1309
1148
13141315
1314
1310
1308
1307
1147
1145
1146
1143
1146
1140
1141
1142
1005
1163
1170
1166
1148
1168
1168
1999
1102
11011100
1102
1997
1998
1994
1104
1104
1828
1994
1990
1452
1971
1103
1103
1106 2062
1971
1971
2001
20651105
1994
1994
1825
1808
1807
18071615
1610
16081623
1700
1552
1606
1550
1541
14751533
16961696
1699
1475
1480
14891442
1489
1640
1643
1644
1141
11991199
1117
14241423
18411615
1812
1812
1615
16391669
1608
1623 16891688
16081623
1640
1925
1650
1646
1646
1648
1643 1707
1708
1684
16451693
1641
1624
1665
1624
1419
1103
1105
1219
1717
1843
1553
1716
1709
1560
1558
1107
1337
1321
1321
1490
16941604
148414831481
1482
1001
1479
1003
1475
1556
1528
1600
1601
1527
1433
14401433
13041305
1305 1445
1514
1442
1485
1442
1489
1444
14241441
15291424 1486
1446
1555
1441
1559
1446
1447
14481530
1305
1305
1308
1451
1450
1450
14411451
14491450
13121311
1309
14541453
1452
14551310
1453
1338
1164
1148
1148
1148
1148
1162
1161
1156
1155
1151
1152
1005
1322
13221321
1321
1317
1314
1314
1147
1146
1005
1005
1005
1005
1005
1150
1307
1144
11441143
1340
1306
1443
1442
1486
1486
1003
1468
1467
14241424
1458
1458
1458
1424
1424
14241494
1475
1475
1643
1441
1441
1496
1455
1441
1465
1610 1610
16081605
1609
16101607
1611
1607
1615
1800
1800
16151995
1104
1996
1996
1999
1971
1104
1103 1811
1812
1105
1971
1803
1805
1804
1318
1310
1441
1450
1307
1005
1306
1460
1470
1424
1141
1616
16241624
1624
16481640
1615
1227
1802
1801
1320
1446
1543
1104
1341
1003
1489
1487
2075
1849
1488
20121108 1108
1966
1966
1241
1109
1109
1108
1136
1452
1607
1921
1915
1909
1903
190019911992
20311108
2053
2066
RICHMOND COUNTY
11
8C.062016, 8C.0770722
SHEET NO.WBS ELEMENT
SR 1100
SR 110
3
JOIN
T A
T N
C 10
9
JOINT ALONG SR 1103
SR 1116
SR 1167 SR 1117
JOIN
T AFTER
NC 10
9
SR 1118
TYPICALTRIPLE SEAL
NC 731
SR 1118
JOINT ALONG SR 1118
JOINT AT RAD. NC 731
SR 1115
JOINT AT RAD. SR 1115
8C.062016, 8C.077072
MONTGOMERY COUNTY MAPS3
SHEET NO.WBS ELEMENT
4
SR 1118
DE
AD
EN
D
SR 1210
TYPICALTRIPLE SEAL
SR 15
40
SR 1005
SR 1541
NC 731
RIC
HM
ON
D
CO. LIN
E
SR 115
4
JOINT ALONG SR 1118
JOINT AT RAD. SR 1005
JOIN
T A
T R
AD. S
R 115
4
JOIN
T A
T R
AD. N
C 731
8C.062016, 8C.077072
MONTGOMERY COUNTY MAPS
SHEET NO.WBS ELEMENT
SR 1542
TYPICALTRIPLE SEAL
MP 1.3
NC 731
SR 1542
JOIN
T A
T R
AD. N
C 731
RIC
HM
ON
D
CO. LIN
E
SR 15
47
SR 15
43SR 1546
JOIN
T A
T R
AD. S
R 15
43
JOIN
T A
T R
AD. S
R 15
47
SR 1546
8C.062016, 8C.077072
MONTGOMERY COUNTY MAPS
5
SHEET NO.WBS ELEMENT
TYPICAL SECTIONSRICHMOND COUNTY
396+
68
EXPRESSWAY GUTTER
SR 1148
173+
36
BOATING ACCESSWILDLIFE
SR 11
49
211
+00
230+
43
230+
80
DO NOT PAVE
@ MTN. CK.
BRIDGE
COLEMAN’S CK.
DO NOT PAVE
BRIDGE
LITTLE RIVER
DO NOT PAVE
BRIDGE
SR 11
51
147+
50
SR 10
05
0+
00
@
JOIN
T
SR 11
46
SR 11
46
77+
02
@
JOIN
T
Ingra
m
Mill Rd.
171+
39
173+
36
SR 1148 SR 1148
398+
88
"212MILL 0" TO
200’
EXPRESSWAY GUTTER
DO NOT PAVE
@ MTN. CK.
CONC. BRIDGE
"212MILL 0" TO
200’200’
"21MILL 2
200’
200’
"212MILL 0" TO
"21MILL 2
200’
"212MILL 0" TO
SR 11
47
8C.077072
8C.062016 6
NO. 3USE TYPICAL SECTION
NO. 3USE TYPICAL SECTION
NO. 2USE TYPICAL SECTION
NO. 2USE TYPICAL SECTION
NO. 3USE TYPICAL SECTION
NO. 2USE TYPICAL SECTION
SHEET NO.WBS ELEMENT
TYPICAL SECTIONSRICHMOND COUNTY
SR 1148
HW
Y 10
9
SR 1148
733+
24
@
JOIN
T
396+
68
398+
88
LITTLE RIVER
DO NOT PAVE
BRIDGE
SR 11
55
SR 11
57
SR 11
59
SR 11
63
SR 11
63
SR 11
70
SR 11
70
700+
05
SR 1148
SR 1148
SR 11
66
200’
"212MILL 0" TO
200’
"212MILL 0" TO
SR 11
64
7
8C.077072
8C.062016
NO. 2USE TYPICAL SECTION
NO. 2USE TYPICAL SECTION
NO. 3USE TYPICAL SECTION
NO. 2USE TYPICAL SECTION
SHEET NO.WBS ELEMENT
TYPICAL SECTIONSRICHMOND COUNTY
8
SR 1148
SR 1148
Typical Section #2Incidental Stone Base SR 1149
To Back Of Radius Or As Directed By Engineer
Asphalt Surface Treatment Triple Seal
" I19.0B To 0" I19.0B And Place21Transition From 2
Existing Pavement
Use on SR 1147, Wildlife Boating Access, SR 1155, 1157, 1159, 1163, 1170
To Back Of Radius Or As Directed By Engineer
Asphalt Surface Treatment Triple Seal
" I19.0B To 0" I19.0B And Place21Transition From 2
Typical Section #2
8C.077072
8C.062016
SHEET NO.WBS ELEMENT
D
D
PAVEMENT SCHEDULE
TYPICAL SECTIONMONTGOMERY COUNTY
VARIES 16’-20’
8C.062016, 8C.077072
F1
EXISTING PAVEMENT
U
F1
U EXISTING PAVEMENT
TYPICAL SECTION NO. 1
9
TOP LAYER SCREENINGS
ASPHALT SURFACE TREATMENT, TRIPLE SEAL TWO LAYERS 78M,
SHEET NO.WBS ELEMENT
D
D
D
D
PAVEMENT SCHEDULE
TYPICAL SECTIONSRICHMOND COUNTY
D1
F1
D1TYPE I19.0B AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
" ASPHALT CONCRETE INTERMEDIATE COURSE.21PROP. APPROX. 2
NOTE: SHOULDER RECONSTRUCTION TO BE DONE BY STATE FORCES
8C.077072
8C.062016
VARIES 18’-30’
VARIES 18’-30’
F1
EXISTING PAVEMENT
U
F1
TYPICAL SECTION NO. 2
TYPICAL SECTION NO. 3
EXISTING PAVEMENT
10
TOP LAYER SCREENINGS
ASPHALT SURFACE TREATMENT, TRIPLE SEAL TWO LAYERS 78M,
V1
V1MILLING 2.5 INCHES
DIRECTION OF TRAFFIC FLOW
STATIONARY SIGN
LEGEND
gsdavis
AT
D8
CA
D-270410
C:\
div
8_projects\
Resurfacin
g\
Fe
brurary
_2015\
SR 1148 8
C_077072\
Resurfacin
g_
Adv
Warn_2
Ln.d
gn
16-
DE
C-2014 16:3
1
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
ZO
NE
TRAFFIC
C
ON
TR
OL
DIV
ISIO
NOF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
LIMITS
CONSTRUCTION
Y2
LIMITS
CONSTRUCTION
Y1
5
3
1
2
48’’ X 24’’
END
ROAD WORK
G20-2 A
48’’ X 48’’AHEAD
ROAD
W20-1
WORK1
2
ROAD
48’’ X 48’’
UNDER
CONST
48’’ X 48’’
LOW/SOFTSHOULDER
48’’ X 48’’W20-7 A
48’’ X 48’’
AHEAD
ROAD
W20-1
WORK
PLACED 250’ IN ADVANCE OF FLAGGER.
W7-3aP24’’ X 18’’XX MILES
NEXT
3
4
5
CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.
THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET � MILE FROM THE
PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART
INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.
WITHIN 500’ OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT
ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL
EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT
SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500’ +/- FROM
THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND
PLACE 500’ FOLLOWING THE END OF CONSTRUCTION LIMITS.
ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)
#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.
ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000’ ALONG -Y- LINE.
PLACE 1000’ PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.
-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.
-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE
WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED
3) DEAD END ROADS
2) SUBDIVISION ROADS
1) LESS THAN 1000’ OF RESURFACING ALONG -Y- LINE
FOLLOWING -Y- LINE CONDITIONS:
NO REQUIRED STATIONARY SIGNING FOR THE
PLACED 500’ IN ADVANCE OF FLAGGER.
PL
AC
EM
EN
T
PE
R
DI
RE
CTI
ON
SI
GNI
NG
NO
TE
S
AN
D
MAINLINE (-L-) SIGNING -Y- LINE SIGNING
(SEE NOTE BELOW)
(SEE NOTE BELOW)
1 MILE SPACING
1000’ OR MORE
1000’ OR MORE
(SEE NOTE BELOW)
SIGNING FOR RESURFACING PROJECTS
(SEE NOTE BELOW)
1
2
3
5 4 3 3 4
1
5
4
5
1
334
2 LANE ROADWAYS
RURAL AND SUBURBAN
FOR
ADVANCE WARNING SIGNS
RESURFACING
SP 13107
SP 13106
8C.062016, etc. 11
SHEET NO. TOTAL NO.12
4413000000-E 4457000000-N 4810000000-E 4810000000-E
PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE TYPE
FINAL SURFACE TESTING
REQUIRED
WARM MIX ASPHALT
REQUIRED
LENGTH WIDTH INCIDENTAL STONE BASE
2.5" MILLING
0" TO 2.5" MILLING
INTERMEDIATE COURSE, I19.0B
ASPHALT BINDER FOR PLANT MIX
ASPHALT SURFACE
TREATMENT, TRIPLE SEAL
WORK ZONE ADVANCE/ GENERAL WARNING SIGNING
TEMPORARY TRAFFIC
CONTROL
4" WHITE PAINT
4" YELLOW PAINT
NO NO NO MI FT TONS SY SY TONS TONS SY SF LS LF LF8C.062016 Montgomery 1 SR 1100 FROM JT AT SR 1103 TO JT @ NC 109 1 2 2WU NO NO 1.03 16 9,795.00 120 0.04 21,698 20,054
1.03 9,795.00 120 0.04 21,698 20,054
8C.062016 Montgomery 2 SR 1116 FROM JT AT SR 1118 TO JT AT NC 109 1 2 2WU NO NO 2.2 18 23,893.00 247 0.08 46,969 41,6742.2 23,893.00 247 0.08 46,969 41,674
8C.062016 Montgomery 3 SR 1118 FROM JT AT NC 731 TO BEGIN RADIUS AT SR 1115 1 2 2WU NO NO 1.38 20 16,203.00 155 0.05 29,164 27,3701.38 16,203.00 155 0.05 29,164 27,370
8C.062016 Montgomery 4 SR 1210 FROM JT AT SR 1118 TO DEAD END 1 2 2WU NO NO 0.08 18 978.00 9 0.010.08 978.00 9 0.01
8C.062016 Montgomery 5 SR 1540 FROM JT AT SR 1005 TO JOINT AT SR 1541 1 2 2WU NO NO 1.72 18 18,413.00 193 0.06 36,452 36,3241.72 18,413.00 193 0.06 36,452 36,324
8C.062016 Montgomery 6 SR 1541 FROM THE END OF RADIUS IN RICHMOND COUNTY TO
BEGIN RADIUS AT SR 1540 1 2 2WU NO NO 1.44 20 15,494.00 195 0.05 27,888 15,4101.44 15,494.00 195 0.05 27,888 15,410
8C.062016 Montgomery 7 SR 1541 FROM RADIUS AT SR 1540 TO JT AT SR 1540 1 2 2WU NO NO 1.46 15 13,853.00 162 0.05 31,168 27,9661.46 13,853.00 162 0.05 31,168 27,966
8C.062016 Montgomery 8 SR 1542 FROM RICHMOND CO LINE TO MP 1.3 1 2 2WU NO NO 1.3 18 13,728.00 164 0.04 27,456 18,7521.3 13,728.00 164 0.04 27,456 18,752
8C.062016 Montgomery 9 SR 1542 FROM MP 1.3 TO JT AT BEGIN OF RADIUS AT NC 731 1 2 2WU NO NO 1.42 18 15,044.00 160 0.05 29,922 26,7821.42 15,044.00 160 0.05 29,922 26,782
8C.062016 Montgomery 10 SR 1546 FROM JT PAST SR 1547 TO JT AT SR 1543 1 2 2WU NO NO 1.76 18 18,636.00 198 0.07 37,272 30,7101.76 18,636.00 198 0.07 37,272 30,710
13.79 146,037.00 1,603 0.50 287,989 245,042
8C.077072 Richmond 11 SR 1148 FROM SR 1005 TO NC 109 2,3 2 2WU NO NO 13.89 18-30 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,29613.89 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,296
13.89 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,296
27.68 60 3556 2000 14687 705 310837 2899 1.00 581285 538338
TOTAL FOR PROJ NO. 8C.062016
TOTAL FOR MAP NO. 11
TOTAL FOR MAP NO. 1
TOTAL FOR MAP NO. 2
TOTAL FOR MAP NO. 3
TOTAL FOR MAP NO. 4
TOTAL FOR MAP NO. 5
TOTAL FOR MAP NO. 6
GRAND TOTAL
S U M M A R Y O F Q U A N T I T I E S
TOTAL FOR MAP NO. 7
TOTAL FOR MAP NO. 8
TOTAL FOR MAP NO. 9
TOTAL FOR MAP NO. 10
533,031
586,592
586,592
1119623
TOTAL FOR PROJ NO. 8C.077072
PROJECT NO.8C.062016, 8C.077072