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NORTH CAROLINA
GUILFORD COUNTY
SHEET NO.PROJECT REFERENCE NO.
12020CPT.07.20.10411, 2020CPT.07.20.20411
Win
dspra
y L
oop
Hig
hfill R
d
Lariat D
r
Win
dspra
y Dr
Fairbluff Ct
Stra
wberry R
d
Witty R
d
Win
dswept
Dr
Millb
rook D
r
Stra
der R
d
Corn
us Ct
Hepatica Ct
Hepatic
a L
n
Reata Dr
Addison Dr
Bar-
Mot D
r
Strader R
d
Roselle Dr
Appolossa Ct
Buckley Dr
Martin
Lake R
d
Alle
y R
d
Kinsey Dr
Oxmoor Rd
Kinsey Dr
Crestfie
ld R
d
Denis
on R
d
Arabian Ct
Su
mm
erfield R
d
Plainfield Rd
Waterton Rd
Alley R
d
Chukker Ct
Polo F
arm
s Dr
Equestrian Trl
Musta
ng Ct
Bla
cks
mith Ct
Lunsford Pl
Windspray Loop
Travers Ct
Walker's Farm Rd
Adler Dr
Hills
dale R
d
Win
dspray Dr
Scale
sville R
d
Lake Bra
ndt R
d
Lake Bran
dt R
d
Scalesv
ille Rd
Lake Brandt Rd
Stra
wberry R
d
Lake Brandt
Rd
Rhonda
n Dr
Str
aw
berry R
d
Annr
y Ln
Str
aw
berry R
d
Bronco L
n
Annry Ln
Zane Dr
Lake Bra
ndt R
d
Alle
y R
d
Annry L
n
Straw
berry R
d
Stra
wberr
y R
d
Lake Brandt R
d
Stra
wberry R
d
Lake Brandt
Rd
Scales
ville R
d
Polo Farm
s Dr
Rebecca Dr.
Hillsdale
Win
dspray D
r
Tuttle R
d
Cross H
ook Ct
Family Ln
Adler R
d
Sun V
alle
y L
n
Epsom
LnBronco L
n
Battle
gro
und A
ve
Mears
Fork
Dr
Woods
Vernon
Dr.
Point
Cedar
2498
2117
2125
2126
2204
2461 2463
2256
2318
24472446
2444 2464
2462
2461
2685
2312
2315
2474
4312
2321
2321
2321
2316
2319
2385
2448
2322
2323
4322
43234324
1002
2347
2474
2477 2476
2494
4330
2391
4341
4340
4342
4343
4346
4347
2476
4349
4348
4350
2321
4352
4353
2311
2305
23472305
2390
2324
2473
4327
2323
4321
2444
4232
4311
4360
4360
4367
4366
4363
4365
4364
4362
4361
4368
4368
4371
4370
4369
4349
4322
43564355
4355
4374
2305
4376
4376
4375
4325
4325
4381
4379
4385
4380
4391
4377
4377
4377
4382
4393
4906
4907
4908
4914
4911
4912
4911
4913
4351
4918
4915
4917
4916
4929
4057
4939
4501
4503
4502
150
150
220
2347
4503
43782347
4381
4940
2493
4361
4322
4230
2321
24642117
4952
4954
4955
119
C122
313
330
458
C501
Trl
Horse
man
Ct
Horseman
DrFarmsPolo
Ridge CtPalomino
Trail LoopWincheste
r
Ct
Shoe
maker
4943 Dr.
Run
Meadow
Cedar View Dr.
Dr.
Woods
Corbin
4944
Rd
Pars
onage
RdAuburn
4945
4946
4947
4948
4949
2320
2320
2320
Rail Ln
Wooden
4973
4974
Ct
Grove
Center
Toscana Trc
WayFresia
WayVinsanto
TerraceAgliano
PlBrunello
CtLiguria
TerBianco
CtMeadows
HighSprings Rd.
Sandy
RdMeadows
High
150
21
20
2
19
23
24
1
123
2392
Stallio
n Ct
18
22
2526
9
Crabtr
ee V
alley Ct
Dr.Crossr
oads
NORTH CAROLINA
GUILFORD COUNTY
SHEET NO.PROJECT REFERENCE NO.
22020CPT.07.20.10411, 2020CPT.07.20.20411
Fairgrove C
hurch R
d
Spencers Way
Monrovia Dr
N C
hurc
h St
Cedar Hollow Rd
Fallen Oak Rd
Pinoa
k Rd
Ivy
wood R
d
Maple
way L
n
Bluefield R
d
Hillha
ven R
d
John Gle
nn D
r
Beeja
y Dr
Cicero R
d
Cedar H
ollo
w R
d
Beckett R
d
Burton-Farm Rd
Sutte
r Rd
Valley F
alls R
d
French D
r
Spencer-Dix
on R
d
Oak V
alley Ct
French Dr
Brookledge
Ct
Whitesto
ne Dr
Litchfield
Dr
Burton-Farm Rd
Brent Rd
Prima DrRidgecroft Rd
New A
vedon Dr
Royster R
d
Simpso
n-Calho
un Rd
Oak V
alley L
n
Justamere Farm Rd
Byfield D
r
Byfield Dr
Doggett Rd
Plainfield Rd
Thacker R
d
Spencer-Dixon R
d
Willo
w Gle
n Trl
E Birchbark Ln
Prim
a Ct
Buzz
Aldren Ct
Birchdale D
r
Oak Arbor R
d
Goldenro
d Dr
N C
hurc
h St
Cla
yto
n R
d
Yanceyville R
d
N C
hurch St
Doggett R
d
Yanceyville R
d
N C
hurch St
Yanceyville R
d
Dog
gett Rd
N C
hurch St
Spencer-D
ixon R
d
N C
hurch St
Yanceyville R
d
Yancey
ville R
d
Cedar H
ollo
w R
d
Spencer-
Dix
on R
d
Maple
way L
n
Doggett R
d
Foxhaven Dr.
Foxdale
Dr.
Tally-HoCt.
Foxhaven
Ct.
Fairhaven
Rd
Cente
r Grove
Scaup Dr.
James Doak Parkway
Mountain Brook R
d.
Ct.
Pebble Rid
ge
McClanahan Dr.
Brooke Meadows Dr.
Chilcutt Dr.
Loo
mis Pl.
Twelve A
cre
s L
n
Cummings Dairy Rd
Longwood Dr
Maple
way L
n
Monrovia Dr
Cedar H
ollo
w R
d
Horace Rd
Caspian Rd
Ariel Farm Rd
W Bir
chbark
Ln
To
wnsend E
dge W
ay
Townsen
d Forest C
v
True Love Ln
Townsend F
orest Ln
Buck Ln
Willo
w Gle
n Trl
Ariel F
arm Ct
CtCatta
il
Dr
Tro
wbrid
ge
Creek
2325 2326
2439
2468
2327
2327
2331
2673
2521
2616
2666
2523
2647
2650
2654
2648
2649
2674
2501
26592650
2668
2639
2640
2520
2520
1001
1001
4300
2615
2614
2522
2523
2675
2676
2661
2662
2660
2518
2630
2517
2504
2328
2329
2329
2649
2690
2691
2681
2692
2691
2693
2678
2679
2698
4045
4045
4046
40474048
4049
2332
4733
4734
2630
4753
4373
4372
4372
4385
4377
4382
4386
4387
4389
4393
4398
4399
2523
2521
4903
4904
4905
4902
4902
4903
4901
4910
4909
4922
4923
4919
4920
4921
49244925
4926
4927
4054
4055
4056
4924
4934
4936
4935
4937
4937
4937
4938
2330
4790
4790
4793
4791
4792
Townsend
Lake
150
150
150
2672
4384
4388
4378
43834388
4384
4384
4381
2332
4397
4354
4047
4924
2501
2500
5208
5208
5207
5205
5206
5209
2520
4942
4954
4955
135
Lashley Rd
2333
2630
Doggett
Rd
Forest L
nTo
wnsend
150
DrHarlequin
DrGadwall
Ct.Shoveler
Dr.Shoveler
DrStonewood
Rd
Yance
yville
CtMattingly
CtWigeon
CtRedhead
Duck DrRuddy
DrOldsquaw
Ct.Bufflehead
CtGadwall
Forest L
n S
To
wnsend
Forest CtTownsend
12
13
CtGoldeneye
10
17
16
30
31
2829
6
7
3
4
5
11
4928
14
Rockbury R
d
15
27
DrWigeo
n
Crabtr
ee V
alley Ct
NORTH CAROLINA
GUILFORD COUNTY
SHEET NO.PROJECT REFERENCE NO.
32020CPT.07.20.10411, 2020CPT.07.20.20411
Colo
ny R
d
Dicks M
ill Rd
Allen
wood R
d
Cedar
Cre
ek Dr
Danbrook R
d
Colo
ny R
d
Alle
nw
ood R
d
Harvest Rd Danbro
ok R
d
Bethel Church RdRanhurst R
d
Easth
urst R
d
Birch Creek R
d
Bethel Church Rd
Birch Creek R
d
Peeden D
r
Garden A
cres D
r
Sedalia R
d
Birch Creek R
d
Lou Dr
Gantw
ood Ln
Sue D
r
Piney Rd
Am
blin
g R
d
Lookout PlLookout Pl
Dansby D
r
Scarlet Oak Dr
Jennie DrCreek Ln
Blue Lantern Rd
Tigard Ct
Rockhurst
Dr
Gantw
ood L
n
Sedalia R
d
Shoffne
r Rd
Sedalia R
d
Gate
way Dr
Cornerh
ouse R
d
Stewart Bend RdStewart Bend Rd
Blue Lantern Rd
Three C
edars L
n
Blue Lantern Rd
Birch Creek R
d
Friede
n Church
Rd
Carmon Rd
Frieden Church Rd
Carmon R
dCarmon Rd
Fried
en C
hurch R
d
Frieden C
hurc
h R
d
Knox R
d
Bethel C
hurch Rd
Bethel Church Rd
Knox R
d
Bethel Churc
h Rd
Bethel Ch
urch R
d
Beth
el C
hurch R
d
Knox R
d
Clubside
Dr
Sedalia R
d
Rivervie
w Dr
Riv
ervie
w D
r
Rolling Acres Dr
Rockhurst
Dr
Birch Creek R
d
Knox R
d
Fried
en Ch
urch R
d
Clubside Dr
McLeansville R
d
Golf House Rd W
McLeansville R
d
Knox R
d
Ches
neyWay
Cro
well
Ct.
McLeansville
Sedalia
J L Martin D
r
Kere
wick
Rd
Kerewick Rd
Grand O
aks D
r
Martingale D
r
Bloomfield R
d
Cornerhouse R
d
Cushman Rd
Wheatstone D
r
Wyburn R
d
Corporation
Norfolk
Burlington Rd Burlington Rd
Burlin
gto
n R
d
Burlington Rd
Rd
Am
bling
LnRusty
3175
3047
3174
3131 3049
2822
28992898
2746
2930
2858
2819
2820
2926
2927
2928
2857
2873
2870
2895
2896
2816
2905
2826
2826
2746
2821
2807
2922
2938
3125
2808
2872
2890
2809
2809
2885
2931 2887
2886
2808
2810
2811
2815
2814
2814
2800
2755
2930
3053
2953
2952
2944
2752
2945
2812
2807
3051
2938
2922
2996
2807
4712
4711
29874750
4760
4730
2886
2819
4776
4775
5300
702895
2816
2819
2927
205
206207
208374
378
L906
S907
L909
S910
2814
70
NORTH CAROLINA
SHEET NO.PROJECT REFERENCE NO.
4
ROCKINGHAM COUNTY
GUILFORD COUNTY
2020CPT.07.20.20791
2020CPT.07.20.10411, 2020CPT.07.20.20411
Osce
ola
Ossipe
e Rd
Rockingham/Guilford County Line.pavement Joint IS NOT at the NOTE: Map Lengths of Map 33 and Map 35Tie into new surface at Rockingham County Line.Incidental Mill at end of Map at Alamance County Line.SR 2658 Parkdale Rd.Map 35 (Rockingham County)
Tie into new surfaces at each end of Map.NO Incidental Milling.SR 4732 Parkdale Rd.Map 33
DO NOT PAVE BRIDGE DECK. Incidental Mill approaches to Bridge No. 184Tie into new surfaces at Map 33.Incidental Mill to tie into Osceola Ossipee Rd SR 2705SR 2711 Troxler Mill Rd.Map 32
Troxler Mill Rd
Pric
hett R
d
Hig
h R
ock R
d
Burham Rd
Brooks Bridge Rd
Tro
xler
Mill Rd
Pric
hett R
d
Broo
ks Brid
ge R
d
Running Creek R
d
Osce
ola
Ossipe
e Rd
Prichett R
d
Dutc
hm
an L
n
Grist
Rd
2711
4732
2710
2712
2709
2719
2719
R I V E R
H A W
2712
2711
2705
2708
2708
2711
183 184
185
ALA
MA
NC
E C
OU
NTY
ROCKINGHAM COUNTYGUILFORD COUNTY
GUIL
FO
RD
CO
UN
TY
35
33
32
Park
dale R
d
2692
2658
2614
2622 2621
2623
2623
2621
.5
.2.3
.3 .2.1
.2
.7
RI
VE
R
Park
dale R
d.
2658
1.1
7
.07
.09
.06
.11
1.86
92
91
NORTH CAROLINA
GUILFORD COUNTY
SHEET NO.PROJECT REFERENCE NO.
52020CPT.07.20.10411, 2020CPT.07.20.20411
354
497
.09
.95
Eckerson Rd
Southshore R
d
Bards L
n
Dry
ads Ct Bry
an P
ark R
d
Tree
view Ln
South
shore R
d
Anita Ln
Carla Ln
Shenandoah R
d
Bush R
d
Lees
Chapel Rd
Orchard Knoll Dr
Cherry Tree Dr
Rudd Statio
n R
d
Sto
ne Q
uarry R
d
Lauderdale D
r
Lees C
hap
el R
d
Crabapple L
n
Appleton Rd
Chinaberry Pl
Grig
gs R
d
Jason R
d
Coffe
r R
d
Miltonwood Rd
Griggs R
d
Jason R
d
Chinaberry
Pl
Milford R
d
Hillcroft Rd
Skylark D
r
Bancroft R
d
Dawn Rd
Ash
worth R
d
Eckers
on R
d
Arborlin
da D
r
Honey Dew Dr
Candlenut Rd
Langsid
e R
d
Pindals Rd
Mc K
nig
ht
Mill
Rd
Dunstan R
d
Rankin Mill
Rd
Grafton R
d
Link R
d
Whiterock Rd
Rudd Statio
n R
d
Appleton Rd
Pearvie
w Dr
Luewood Rd
Vernon O
wen Ct
Briargate D
r
Sum
mit
Ave
Farm G
ate Rd
Eckerson R
d
Kalon Dr Su
mmit A
ve
Eckers
on R
d
Sum
mit
Ave
Landerwood Dr
Eckerson R
d
Aldine Rd
Sunberry D
r
Starlin
g Dr
Scott R
d
Hicone Rd
Hicone R
dHicone Rd
Su
mmit A
ve
Hicone Rd
Su
mmit A
ve
Su
mmit A
ve
Rankin Mill
Rd
Farm Gate R
d
Eckerson R
d
Sunberry D
r
Nightingale
Ct
Rudd
Busick
To
wnsend R
d
Bryan Park RdCor
porate
Park Dr
Tech
nology Dr
Cor
porate
Park Dr
To
wnsend R
d
Southshore R
d
Technolo
gy Dr
Cape W
edge
wood Cir
Esterwood R
d
Troxler R
d
Blade
n Rd
Hold
ers R
d
Foust R
d
Fe
well R
d
Raymond Rd
Hold
ers R
d
Little R
d
Rudd R
d
Hold
ers R
d
Alexandria R
dYarbro
ugh Dr
April Ln
Keren Dr
Laforesta Dr
Pin
eneedle D
r
Arvid D
r
South
ern W
ebbin
g Mill
Rd
Lees C
hapel
Rd
Brightwood School Rd
Presnell W
ay
Lees
Chapel Rd
Southern
N O
henry Blv
d
N O
henry Blv
d
Rd
Hunsucker
.44
.28
2912
2790
2955
2964
2965
2966
2963
2967
2972
2968
29802979
2983
2791
2790
26172564
2618
2621
2878
2566
2891
2638
2669
2567
2565
2877
2833
2835
2788
2789
2917
2916
2531
2359
2561
2524
2568
2568
2526
2560
2560
2527
2664
2978
2988
2667
2671
2680
2524
2665
2561
4771
2526
2565
2620
2884
2831
2832
2526
2999
2967
4708
4709
4710
2563
2967
4716
4715
2943
2943
2526
47514752
2973
2969
2943
2790
4771
2699
29
29
2941
2835
2565
2565
2832
2568
2526
2559
2359
5211
5211
140 C355
361
360
459
C503
Rd
Asse
mbly
34
SHEET NO.PROJECT REFERENCE NO.
6
2020CPT.07.20.20791
2020CPT.07.20.10411, 2020CPT.07.20.20411
EXISTING PAVEMENT WIDTH VARIES
C2
SHEETSEE DETAIL30° TYPWEDGESHOULDER
SHEETSEE DETAIL30° TYPWEDGESHOULDER
EXISTING PAVEMENT
F2
EXISTING PAVEMENT WIDTH VARIES
C1
SHEETSEE DETAIL30° TYPWEDGESHOULDER
SHEETSEE DETAIL30° TYPWEDGESHOULDER
EXISTING PAVEMENT
F1
EXISTING PAVEMENT WIDTH VARIES
BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN C SHEET
SEE DETAIL30° TYPWEDGESHOULDER
EXISTING PAVEMENT
F1
NC 150MAP NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 2
SHEETSEE DETAIL
30° TYPWEDGE
SHOULDER
TYPICAL SECTION NO. 3
BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN
BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN
EXISTING PAVEMENT WIDTH VARIES
C3
SHEETSEE DETAIL30° TYPWEDGESHOULDER
SHEETSEE DETAIL30° TYPWEDGESHOULDER
EXISTING PAVEMENT
F2
BY ENGINEERMAPS TO BE DETERMINEDWHERE NEEDED ON ALLRE-ESTABLISH CROWN
TYPICAL SECTION NO. 4
V
MAP NO. 63 SR 2526 - Summit Ave.
MAP NO. 8 SR 2814 - Knox Rd
SR 2333 - Lashley RdMAP NO. 5
SR 2332 - Royster RdMAP NO. 4
SR 2327 - Cedar Hollow RdMAP NO. 3
SR 2658 - Parkdale RdMAP NO. 35
SR 4732 - Parkdale RdMAP NO. 33
MAP NO. 32 SR 2711 - Troxler Mill Rd
MAP NO. 42 SR 4927 - Redhead Ct
MAP NO. 41 SR 4926 - Wigeon Ct
MAP NO. 40 SR 4925 - Bufflehead Ct
MAP NO. 39 SR 4924 - Wigeon Dr
SR 4327 - High Meadows RdMAP NO. 9
SR 2679 - Townsend Forest CtMAP NO. 7
SR 2678 - Townsend Forest Ln SMAP NO. 6
SR 2319 - Denison RdMAP NO. 2
MAP NO. 60 SR 5209 - Gadwall Ct
MAP NO. 59 SR 5208 - Gadwall Dr
MAP NO. 58 SR 5207 - Oldsquaw Dr
MAP NO. 57 SR 5206 - Ruddy Duck Dr
MAP NO. 56 SR 5205 - Harlequin Dr
MAP NO. 55 SR 4974 - Sandy Springs Rd
MAP NO. 54 SR 4973 - High Meadows Ct
MAP NO. 53 SR 4949 - Vinsanto Way
MAP NO. 52 SR 4948 - Fresia Way
MAP NO. 51 SR 4947 - Liguria Ct
MAP NO. 50 SR 4946 - Brunello Pl
MAP NO. 49 SR 4945 - Agliano Ter
MAP NO. 48 SR 4944 - Bianco Ter
MAP NO. 47 SR 4943 - Toscana Trc
MAP NO. 46 SR 4936 - Shoveler Ct
MAP NO. 45 SR 4935 - Shoveler Dr
MAP NO. 44 SR 4934 - Scaup Dr
MAP NO. 43 SR 4928 - Goldeneye Ct
S
U EXISTING PAVEMENT
SHOULDER RECONSTRUCTION (SEE DETAIL)
C
E
C2
PAVEMENT SCHEDULE
V
F1
C1
F2
AST MAT COAT, #78M
AST MAT COAT, #67 STONE
PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
LAYERS.
AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO
MILL ASPHALT PAVEMENT, 1 1/2" DEPTH
OF 110 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE,
OF 137.5 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
OF 165 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE,
D
C3OF 168 LBS PER SQ YD.
TYPE S9.5C, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE,
V1
OF 456 LBS PER SQ YD.
TYPE I19.0C TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 4" ASPHALT CONCRETE SURFACE COURSE,
MILL ASPHALT PAVEMENT, 4" DEPTH
SHEET NO.PROJECT REFERENCE NO.
2020CPT.07.20.20791
2020CPT.07.20.10411, 2020CPT.07.20.204117
S
U EXISTING PAVEMENT
SHOULDER RECONSTRUCTION (SEE DETAIL)
C
E
C2
PAVEMENT SCHEDULE
V
F1
C1
F2
AST MAT COAT, #78M
AST MAT COAT, #67 STONE
PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
LAYERS.
AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO
MILL ASPHALT PAVEMENT, 1 1/2" DEPTH
OF 110 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1" ASPHALT CONCRETE SURFACE COURSE,
OF 137.5 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/4" ASPHALT CONCRETE SURFACE COURSE,
OF 165 LBS PER SQ YD.
TYPE S9.5B, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE,
D
BOX
VALVESTONE OR NO. 57 STONE
CAN BE FILLED WITH 78M
AREA BELOW 8 INCH DEPTH
D
D
VAR.
INCIDENTAL MILLING DETAIL
-ABLE BRIDGE DECKSPAVEMENT OR NON-RESURFACEXISTING CONCRETEBEGINNING OR END OF MAP,
PRIOR TO OPENING THE LANE TO TRAFFIC.LAYER OF SURFACE COURSE IS NOT PLACED TO ENSURE SMOOTH TRAVEL IF THE FINAL BE REQUIRED IMMEDIATELY AFTER MILLING NOTE: A TEMPORARY ASPHALT WEDGE WILL
MILL EXISTING PAVEMENT
75'
4'-12'
THE ENGINEER.TYPE I19.0C AT LOCATIONS AS DIRECTED BYMILL FILL WITH INTERMEDIATE COURSE,
D
STATE SYSTE
M
SY
ST
EM
ST
AT
EN
ON -
SY
ST
EM
ISLANDCONCRETE
FOR VALVE CASTINGS IN PAVEMENT
STANDARD CONCRETE ENCASEMENT
MAIN LINE IS BEING RESURFACED
PAVING DETAIL 1
SCHOOL BUS DRIVE)NOTE: NON-SYSTEM (CITY STREET, PRIVATE DRIVE,
MAINLINE)TRAVELWAY OFFROM EDGE OF(MINIMUM 10' OR R/W LINETO END OF RADII
RESURFACE AREA
(WHICHEVER IS GREATER)APPROPRIATE POINTOF RADII, OR OTHERMINIMUM 50' TO END
MAIN LINE NOT BEING RESURFACED
PAVING DETAIL 2
MAPS ENDING IN A TEE INTERSECTION
RESURFACE AREA
4. RAPID SET GROUT, MORTAR, OR CONCRETE SHALL BE USED ON ALL SIDES.3. EXCAVATION FOR THE ADJUSTMENT SHALL BE SHEER CUT REPLACED WITH NEW BRICK MASONRY.2. ALL FAULTY EXISTING BRICKWORK TO BE REMOVED AND1. MORTAR SHALL BE MIXED TO NCDOT SPECIFICATIONS.NOTES:
MANHOLEPRECAST CONCRETE BRICK MASONRY OR
ARE NOT IN THE TRAVEL LANE.CLASS B CONCRETE MAY BE USED WHEN ADJUSTMENTSUSE RAPID SET GROUT, MORTAR, OR CONCRETE
PROPOSED SURFACE COURSE
PAVEMENTEXISTING
18" MIN.
CONC.8" MIN.
SURFACE COURSEPROPOSED
18" MIN.
PAVEMENTEXISTING
CONC.8" MIN.
C3OF 168 LBS PER SQ YD.
TYPE S9.5C, TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE,
V1
OF 456 LBS PER SQ YD.
TYPE I19.0C TO BE APPLIED AT AN AVERAGE RATE
PROP. APPROX. 4" ASPHALT CONCRETE SURFACE COURSE,
4"
MILL ASPHALT PAVEMENT, 4" DEPTH
PAVEMENT DETAIL
PATCHING EXISTING
THERMOPLASTICON RADII SHALL BE MINI-SKIPS AND EDGELINE
(NOT TO SCALE)
NON-SIGNALIZED INTERSECTIONSTO BE USED AT ALL
4" EDGELINE
BETWEEN LINES6" SPACINGCENTERLINE
6" MINI SKIPS
A 6' AND 2' SKIP, THE WIDTH OF THE SKIP SHALL BE 6".NOTE: MINI SKIPS SHALL BE PLACED ON A 8' CYCLE, CONTAINING
V1
SHEET NO.PROJECT REFERENCE NO.
T.SPELL 7-19-11
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
a
a
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX 919-250-4119Office 919-707-6950
DATE:ORIGINAL BY:
MODIFIED BY:
CONTRACT STANDARDSAND DEVELOPMENT UNIT
s:usr/details/stand/shoulderwedgedetail.dgn
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
a
a
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
PROPOSED PAVEMENT
MATERIAL
APPROVED BACKFILL
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
(Resurfacing Projects w/ NO Widening)
DETAILS
SHOULDER WEDGE
- SHOULDER WEDGE ANGLE = 30°
10/16/12
ASPHALT OVERLAY
aSHOULDER WEDGE
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
a
SHOULDER W/ RUTTING
EXISTING UNIMPROVED
DROP OFF
RUT
SHOULDER WEDGE DETAIL
Rutted Shoulder)
(Resurfacing Adjacent to
with Existing Paved Shoulder having no dropoffs)
(Resurfacing Projects w/ Widening or
THE ENGINEER.
HIGH SHOULDERS, AND OTHER LOCATIONS NOT FEASIBLE TO CONSTRUCT AS DIRECTED BY
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS,
2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
NOTES:
2020CPT.07.20.20791
2020CPT.07.20.10411, 2020CPT.07.20.204118
MEDIAN
60'150'
*
*
PA
VE
ME
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MA
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NA
ST
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OF
SHEET OF SHEET OF
*
60'150'
IN
TE
RS
EC
TI
ON
S
OTHERWISE THEY ARE NOT REQUIRED.
IN MEDIAN CROSSOVER WHEN WIDTH OF MEDIAN EXCEEDS 30 FT,
USE DOUBLE YELLOW CENTER LINE AND ARROW SYMBOLS
10' TYP.
*
*
2 22 2
STOP BAR, SEE NOTE 1 STOP BAR, SEE NOTE 1
SEE NOTE 1
STOP BAR,
10' TYP.
*
*
>30' REF.
10' TYP.
TWO-LANE, TW0-WAY ROADWAY TWO-LANE, TWO-WAY ROADWAY WITH TWO-WAY LEFT TURN LANE
DIVIDED MULTI-LANE ROADWAY WITH TURN BAY
DIVIDED MULTI-LANE ROADWAY WITH WIDE MEDIAN CROSSOVER
UNDIVIDED MULTI-LANE ROADWAY
MEDIAN
150' 60'
*
STOP BAR, SEE NOTE 1*
SEE NOTE 1
STOP BAR,
*
IN
TE
RS
EC
TI
ON
S
160'
FOR TURN LANE MARKING GUIDANCE
REFER TO STD. 1205.05
LINE, SEE NOTE 3
WHITE 2'-6'/SP MINI-SKIP
LINE, SEE NOTE 3
WHITE 2'-6'/SP MINI-SKIP
LINES, SEE NOTE 2
WHITE 2'-6'/SP MINI-SKIP
LINE, SEE NOTE 3
WHITE 2'-6'/SP MINI-SKIP
LINE, SEE NOTE 3
WHITE 2'-6'/SP MINI-SKIP
LINE
YELLOW 2'-6'/SP MINI-SKIP
LINE
WHITE 2'-6'/SP MINI-SKIP
LINE, SEE NOTE 3
WHITE 2'-6'/SP MINI-SKIP
LINES
YELLOW 2'-6'/SP MINI-SKIP AROUND MEDIAN
CONTINUE EDGE LINE
AROUND MEDIAN
CONTINUE EDGE LINE
*
STOP SIGN
LEGEND
TRAFFIC FLOW
DIRECTION OF
STATIONARY SIGN
*
PAVEMENT MARKING SYMBOLS
OPTIONAL
ADDITIONAL PAVEMENT MARKING GUIDANCE.
4- REFER TO ROADWAY STANDARD DRAWINGS 1205.01, 1205.02, 1205.05, 1205.08 AND 1205.09 FOR
3- MINI-SKIP EDGE LINE EXTENSIONS MAY BE PLACED THROUGH INTERSECTIONS AND MAJOR DRIVEWAYS.
VISIBILITY CONDITIONS SUCH AS OFFSET, SKEWED, OR CURVED ROADWAYS.
2- MINI-SKIP LANE LINE EXTENSIONS SHOULD BE USED AT INTERSECTIONS THAT HAVE REDUCED
THE ENGINEER.
INTERSECTING ROADWAY. USE 10 FEET AS THE TYPICAL SETBACK DISTANCE OR AS DIRECTED BY
STOP BARS NO LESS THAN 4 FEET AND NO MORE THAN 30 FEET FROM THE NEAREST EDGE OF THE
IS IMPORTANT TO INDICATE THE POINT WHICH VEHICLES ARE REQUIRED TO STOP. PLACE
1- PLACEMENT OF STOP BARS AT NON-SIGNALIZED INTERSECTIONS IS OPTIONAL AND USED WHERE IT
GENERAL NOTES:
8-19
8-19
User:d
sto
kes
S:\
S&
DU\
Standards
Gro
up\
Standards and
Dra
win
gs\
Dra
win
gs\2018 Standard
Dw
gs\
Divisio
n 12 Fin
al\
12050402_08-13-19.d
gn
08/13/19
SHEET NO.TIP NO.
SEAL
DATE:
APPROVED:
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
M
TT
A
EHW . V SPRIN
G
ER
042546
1205D04
EN
GLI
SH
DE
TAI
L
DR
AWI
NG
FO
R
EN
GLI
SH
DE
TAI
L
DR
AWI
NG
FO
R
1205D04
ROADWAY STANDARD DRAWING
REVISED PAVEMENT MARKING
8-13-19
APPROVED DELINEATION DEVICES
COATING APPLIED TO ISLAND EDGES OR
MARKED WITH EDGE LINES, A RETROREFLECTIVE
BY ONE OR MORE OF THE FOLLOWING METHODS:
MONOLITHIC ISLANDS SHALL BE DELINEATED
8/13/2019
9
D
D
D1
L2
L2
D2
D1
L1
L1
"Stretch" Operation
D2
L
L
L
L
70 ft
Low Speed Detection
L
L L
L1 L1
L2L1
Inductive Loop
edge of stop line
behind leading
Locate loop slightly Note:
6
5
4
3
of Turns
Number
High Speed Detection
/
Side Street Detection
Right Turn Lane DetectionLeft Turn Lane Detection
L
L
OR
OR
Presence Loop Placement at Stop Lines
L1
50 ft
L2OR
Presence Loop Detection Queue Loop Detection
Recommended Number of Turns
Quadrupole loops: Use 2-4-2 turns
NO
R
TH
CAROL
IN
A
ENGINEER
PROFESSION
A
L
23489
SEAL
PA
MEL
A L. ALEXA
NDE
R
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT. DATE
REVIEWED BY:
DATE
PLAN DATE:
January 2015 JPG
PLA
N/A
pale
xander
S:\
IT
S&
SU
\IT
S S
ignals
\Sig
nal
Desig
n S
ecti
on\E
aste
rn R
egio
n\l
oopty
pic
al2
015.d
gn
30-JA
N-2015 1
2:3
9
Channelized TurnStandard Turn
Typical Signal Loop Locations
< 250
250-375
375-525
ft
Lead-in
Length of
> 525
Lead-in > 150’, use 3 turns
Lead-in < 150’, use 2 turns
6’ X 15’ Loops:
detectors/channels
Wired to separate
Quadrupole loop
L = 6ft X 40ft
L = 6ft X 40ft Quadrupole loop L1 = 6ft X 15ft Queue detector
L2 = 6ft X 40ft Quadrupole loop
Wired in series
L = 6ft X 6ft
Quadrupole loop, wired separately
L = 6ft X 40ft
(<35 mph)(>40 mph)
40
45
50
55
170, and 2070L Controllers
Wired separately for TS2,
Controllers
Wired in series for TS1
L = 6ft X 6ft
Volume Density Operation
250
300
355
420
Speed Limit
mph ftSpeed Limit
mph
40
45
50
55
250
ft ft
300
355
420
80
90
100
110
Wired in series
L1 = 6ft X 6ft
Wired in series
L2 = 6ft X 6ft
Wired separately
L2 = 6ft X 6ft [Minimum] Presence loop
L1 = 6ft X 40ft Quadrupole loop
Wide Radius Turn
Shared Lane/
L1
Wide Radius Turn
L
(when wired separately):
Single 6’ X 6’ loop
lane
3) for an exclusive right turn
protected/permissive left turn
2) loop detects a permissive or
roadway
from edge of intersecting
1) stop line is greater than 15’
following conditions:
of stop line under any of the
Loop may be located in advance
TN
T
T
IN
DE
PA
RT
M
EN OF T RA
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IO
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FNORTH CAR
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ytiliboM noitat
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750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
1/30/2015
2020CPT.07.20.10411, 2020CPT.07.20.20411,2020CPT.07.20.20791
11
User:r
mgarrett
C:\
Users\r
mgarrett\
Do
wnlo
ads\
Resurfacin
g_
Adv
Warn_
Ur
Su (2).dgn
4/8/2015
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.
LEGEND
STATIONARY SIGN
FLOWDIRECTION OF TRAFFIC
1000’ +/- LIMITSCONSTRUCTION
FACILITIES
URBAN / SUBURBAN
WARNING SIGNS FOR
RESURFACING ADVANCE
NOTES:
BEGIN
48’’ X 48’’
ROAD
WORKSP-11299
W7-3aP
36’’ X 30’’
NEXT
XX MILES
URBAN / SUBURBAN WORKZONES
48’’ X 24’’
END
ROAD WORK G20-2 A
(SEE NOTE 4)
(SEE NOTE 4)
(SEE NOTE 4)
OTHER ITEMS OF WORK INCLUDED IN THE TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.
CAN BE OBTAINED WITHIN THE MEDIAN AREAS.THESE PORTABLE SIGNS ARE INCIDENTAL TO THE
MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER WHERE LATERAL CLEARANCE
W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE DOUBLE INDICATED ON
BUT NOT LIMITED TO "ROUGH ROAD" W8-8, "UNEVEN LANES" W8-11, "GROOVED PAVEMENT"
SHALL BE USED TO WARN DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE,
8) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS
SECTION 104 OF THE NCDOT STANDARD SPECIFICATIONS AS EXTRA WORK.
7) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER
6) SIGN MOUNT LOCATIONS SHALL NOT BLOCK SIDEWALKS OR DRIVEWAYS.
CLEARANCE WITHIN THE MEDIAN AREA USE SHOULDER MOUNTS ONLY.
EDGE OF PAVEMENT OR THE FACE OF THE CURB. WHEN UNABLE TO OBTAIN THE LATERAL
5) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 2’ AS MEASURED FROM THE
INTERSECTION.
ALONG BOTH APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH THE
BY THE ENGINEER. PROVIDE PORTABLE "ROAD WORK AHEAD" (W20-1) SIGNS 500’ IN ADVANCE
4) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS AS DIRECTED
3) ADVANCE WARNING SIGNS NOT REQUIRED ON NON-SIGNALIZED SIDE STREETS.
APPROVED.
RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT
SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW MANUFACTURER’S
WOOD OR U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY
2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE
WITH SPEED LIMITS OF 40 MPH OR LESS.
1) 48" x 48" SIZED SIGNS (SP- 11299) MAY BE REDUCED TO 36" X 36" ON ROADWAYS
2020CPT.07.20.10411 2020CPT.07.20.204112020CPT.07.20.20791 12
ST
AT
E O
F
NO
RT
H C
AR
OL
INA
DE
PT
. OF
TR
AN
SP
OR
TA
TIO
N
DIV
ISIO
N O
F H
IGH
WA
YS
RA
LE
IG
H, N
.C.
ST
AT
E O
F
NO
RT
H C
AR
OL
INA
DE
PT
. O
F T
RA
NS
PO
RT
AT
ION
DIV
ISIO
N O
F H
IGH
WA
YS
RA
LE
IG
H,
N.C
.
SHEET OF SHEET OF
EN
GL
ISH
ST
AN
DA
RD
DR
AW
ING
FO
R
EN
GL
ISH
ST
AN
DA
RD
DR
AW
ING
FO
R
1 1 1 1
DEPTH
INCORRECT WAY TO TWIST WIRE
CORRECT WAY TO TWIST WIRE
LOOP WINDING METHODSAW CUT OPTIONS
OPTION 1
CHISEL EDGES SMOOTH
START
FINISH
2 3 4 6
SAW SLOT
5
NO. OF WIRE LAYERSDEPTH
(IN)
12"-18"
12"-18"
SAW CUT OPTIONS
OPTION 1
LOOP WINDING METHOD
START
FINISH
12"-18"
CONVENTIONAL 4-SIDED LOOP
QUADRUPOLE LOOP
SAW SLOT DEPTH CHART
LOOP WIRE TWISTING METHOD
45^
þÿ�‘�"��
(TYP)
CHISEL EDGES SMOOTH
þÿ�‘�"��
(TYP)
DEPTH
12" MAX
45^
SECTION A - A
A A A A
A A A A
SECTION A - A
OPTION 2
(POOR PAVEMENT)
OPTION 2
(POOR PAVEMENT)
NOTES
WHEN INSTALLING 2 OR
MORE LOOPS IN
ADJACENT LANES,
WIND LOOPS IN
ALTERNATE DIRECTIONS
4.0 4.5 5.0 5.0 5.0
þÿ�1 ��"� �C�O��
ALL SAW CUT
INTERSECTIONS
3’ 3’
þÿ�1 ��"� �C�O��
ALL SAW CUT
INTERSECTIONS
ASSUMING 2" MILLING DEPTH
MINIMUM TOTAL
ASPHALT DEPTHREQUIRED
5.0 5.5 6.0 6.0 6.0
DEPTH
-USE A SERIES OF ONE INCH PIECES OF BACKER
ROD SPACED ONE FOOT APART ALONG THE ENTIRE
LENGTH OF THE FEEDER SLOT AND LOOP SAW SLOT.
INSTALL
1" SECTIONS
OF BACKER
ROD ON 1 FOOT
CENTERS
INSTALL
1" SECTIONS
OF BACKER
ROD ON 1 FOOT
CENTERS
(F
OR
IN
ST
AL
LA
TIO
N P
RIO
R T
O M
IL
LIN
G)
(F
OR
IN
ST
AL
LA
TIO
N P
RIO
R T
O M
IL
LIN
G)
DE
EP
-C
UT
IN
DU
CT
IV
E D
ET
EC
TIO
N L
OO
PS
DE
EP
-C
UT
IN
DU
CT
IV
E D
ET
EC
TIO
N L
OO
PS
-CONSULT LOOP SEALANT MANUFACTURER TO DETERMINE
CURING TIME REQUIRED PRIOR TO MILLING.
LOOP WIRE
TAIL SECTION
TO JUNCTION BOX
LOOP WIRE
TAIL SECTION
TO JUNCTION BOX
-OVERLAP SAW CUTS AT CORNERS AND
INTERSECTION POINTS TO ENSURE UNIFORM
SAW SLOT DEPTH.
-MAINTAIN 12" SPACING BETWEEN LOOP WIRE
TAIL SECTIONS.
-WIRE LOOPS CONNECTED TO THE SAME DETECTOR
IN SERIES.
-LOCATE LOOPS IN CENTER OF LANES UNLESS
OTHERWISE SHOWN ON PLANS.
REVISIONS
REMOVED TWISTING NOTES FROM TAIL SECT.
TO JUNCTION BOX. 2/26/08 MWH
2020CPT.07.20.10411 2020CPT.07.20.204112020CPT.07.20.20791
13
TOTAL NO.
TYP NO
LANES
LANE TY
PE
FINAL
SURF
ACE
TESTING REQ
UIRED
WAR
M M
IX
ASPH
ALT
REQUIRED
LENGTH
WIDTH INC.
STONE MILLING ASPHALT
PAVEMENT, 1½" DEPTH
INC. MILLING
ASPHALT CONC
SURFACE COURSE, TYPE S9.5B
ASPHALT CONC
SURFACE COURSE, TYPE S9.5C
PATCHING EXISTING PAVEMENT
ASPHALT SURFACE
TREATMENT, MAT COAT, #78M STONE
EMULSION FOR AST
ASPHALT SURFACE
TREATMENT, MAT COAT, #67 STONE
ADJ. OF MANHOLES
ADJUSTMENT OF METER
BOXES OR VALVE BOXES
JUNCTION BOX
(STANDARD SIZE)
INDUCTIVE LOOP SAW
CUT
MI FT TONS SY SY TONS TONS TONS SY GAL SY EA EA EA LF
2020CPT.07.20.10411 Guilford 1 NC 150
PVMT JT EAST OF LAKE BRANDT RD. SR 2347 TO PVMT JT. WEST OF
CRABTREE VALLET CT. AT SUMMERFIELD TOWN LIMIT 1 2 2WU NO NO 1.088 23 70.00 492.00 1,678 100 7,681.00 20,214 2
1.088 70.00 492.00 1,678 100 7,681.00 20,214 21.088 70.00 492.00 1,678 100 7,681.00 20,214 2
70.00
2020CPT.07.20.20411 Guilford 2 SR 2319 ‐ DENISON RD NC 150 TO SR 4943 ‐ TOSCANA TRC 3 2 2WU NO NO 0.58 21 5.00 175.00 434 40 7,857 2,593.000.58 5.00 175.00 434 40 7,857 2,593.00
2020CPT.07.20.20411 Guilford 3 SR 2327 ‐ CEDAR HOLLOW RDNC 150 TO JOINT NEAR COMMUNITY
POOL DRIVEWAY 2 2 2WU NO YES 1.603 21 10.00 175.00 1,502 33 21,747 7,176.001.603 10.00 175.00 1,502 33 21,747 7,176.00
2020CPT.07.20.20411 Guilford 4 SR 2332 ‐ ROYSTER RD NC 150 TO SR 2333 ‐ LASHLEY RD 2 2 2WU NO NO 0.436 20 41.00 167.00 388 89 5,625 1,856.000.436 41.00 167.00 388 89 5,625 1,856.00
2020CPT.07.20.20411 Guilford 5 SR 2333 ‐ LASHLEY RDSR 2332 ‐ ROYSTER RD TO CUL‐DE‐
SAC 2 2 2WU NO NO 0.327 20 21.00 325 36 4,708 1,553.000.327 21.00 325 36 4,708 1,553.00
2020CPT.07.20.20411 Guilford 6 SR 2678 ‐ TOWNSEND FOREST LN SSR 2630 ‐ DOGGETT RD TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.175 20 167.00 149 2,690 888.000.175 167.00 149 2,690 888.00
2020CPT.07.20.20411 Guilford 7 SR 2679 ‐ TOWNSEND FOREST CTSR 2678 ‐ TOWNSEND FOREST LN S
TO CUL‐DE‐SAC 3 2 2WU NO NO 0.072 20 75 1,357 448.000.072 75 1,357 448.00
2020CPT.07.20.20411 Guilford 8 SR 2814 ‐ KNOX RD SR 2755 ‐ CARMON RD TO US 70 2 2 2WU NO NO 2.16 22 191.00 367.00 2,120 147 30,696 10,130.00 1 2802.16 191.00 367.00 2,120 147 30,696 10,130.00 1 280
2020CPT.07.20.20411 Guilford 9 SR 4327 ‐ HIGH MEADOWS RD NC 150 TO CUL‐DE‐SAC 3 2 2WU NO NO 0.423 21 20.00 340 6,158 2,032.000.423 20.00 340 6,158 2,032.00
2020CPT.07.20.20411 Guilford 10 SR 4924 ‐ WIGEON DR NC 150 TO DEAD END 3 2 2WU NO NO 0.663 21 175.00 496 99 8,987 2,966.000.663 175.00 496 99 8,987 2,966.00
2020CPT.07.20.20411 Guilford 11 SR 4925 ‐ BUFFLEHEAD CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.37 21 273 9 4,943 1,631.000.37 273 9 4,943 1,631.00
2020CPT.07.20.20411 Guilford 12 SR 4926 ‐ WIGEON CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.108 21 94 1,711 565.000.108 94 1,711 565.00
2020CPT.07.20.20411 Guilford 13 SR 4927 ‐ REDHEAD CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.115 21 99 17 1,793 592.000.115 99 17 1,793 592.00
2020CPT.07.20.20411 Guilford 14 SR 4928 ‐ GOLDENEYE CTSR 4924 ‐ WIGEON DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.044 21 56 1,010 333.000.044 56 1,010 333.00
2020CPT.07.20.20411 Guilford 15 SR 4934 ‐ SCAUP DR SR 4924 ‐ WIGEON DR TO DEAD END 3 2 2WU NO NO 0.208 21 156 21 2,824 932.000.208 156 21 2,824 932.00
2020CPT.07.20.20411 Guilford 16 SR 4935 ‐ SHOVELER DRSR 4934 ‐ SCAUP DR TO SR 5208 ‐
GADWALL DR 3 2 2WU NO NO 0.182 21 136 2,465 813.000.182 136 2,465 813.00
2020CPT.07.20.20411 Guilford 17 SR 4936 ‐ SHOVELER CTSR 4935 ‐ SHOVELER DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.082 21 77 1,396 461.000.082 77 1,396 461.00
2020CPT.07.20.20411 Guilford 18 SR 4943 ‐ TOSCANA TRC NC 150 TO CUL‐DE‐SAC 3 2 2WU NO NO 1 21 333.00 800 300 14,500 4,785.001 333.00 800 300 14,500 4,785.00
2020CPT.07.20.20411 Guilford 19 SR 4944 ‐ BIANCO TERSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.05 21 55 999 330.000.05 55 999 330.00
2020CPT.07.20.20411 Guilford 20 SR 4945 ‐ AGLIANO TERSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.121 21 103 1,874 619.000.121 103 1,874 619.00
2020CPT.07.20.20411 Guilford 21 SR 4946 ‐ BRUNELLO PLSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.063 21 64 10 1,163 384.000.063 64 10 1,163 384.00
2020CPT.07.20.20411 Guilford 22 SR 4947 ‐ LIGURIA CTSR 4943 ‐ TOSCANA TRC TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.051 21 56 1,011 334.000.051 56 1,011 334.00
2020CPT.07.20.20411 Guilford 23 SR 4948 ‐ FRESIA WAYSR 2319 ‐ DENISON RD TO CUL‐DE‐
SAC 3 2 2WD NO NO 0.108 21 5.00 94 20 1,711 565.00
14 2020CPT.07.20.10411, 2020CPT.07.20.20411, 2020CPT.07.20.20791
S U M M A R Y O F Q U A N T I T I E S
PROJECT NO.
TOTAL FOR MAP NO. 19
TOTAL FOR MAP NO. 20
TOTAL FOR MAP NO. 21
TOTAL FOR MAP NO. 22
TOTAL FOR MAP NO. 13
TOTAL FOR MAP NO. 14
TOTAL FOR MAP NO. 15
TOTAL FOR MAP NO. 16
TOTAL FOR MAP NO. 17
TOTAL FOR MAP NO. 18
TOTAL FOR MAP NO. 7
TOTAL FOR MAP NO. 8
TOTAL FOR MAP NO. 9
TOTAL FOR MAP NO. 10
TOTAL FOR MAP NO. 11
TOTAL FOR MAP NO. 12
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
TOTAL FOR PROJ NO. 2020CPT.07.20.10411
TOTAL FOR MAP NO. 1
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TOTAL NO.
TYP NO
LANES
LANE TY
PE
FINAL
SURF
ACE
TESTING REQ
UIRED
WAR
M M
IX
ASPH
ALT
REQUIRED
LENGTH
WIDTH INC.
STONE MILLING ASPHALT
PAVEMENT, 1½" DEPTH
INC. MILLING
ASPHALT CONC
SURFACE COURSE, TYPE S9.5B
ASPHALT CONC
SURFACE COURSE, TYPE S9.5C
PATCHING EXISTING PAVEMENT
ASPHALT SURFACE
TREATMENT, MAT COAT, #78M STONE
EMULSION FOR AST
ASPHALT SURFACE
TREATMENT, MAT COAT, #67 STONE
ADJ. OF MANHOLES
ADJUSTMENT OF METER
BOXES OR VALVE BOXES
JUNCTION BOX
(STANDARD SIZE)
INDUCTIVE LOOP SAW
CUT
MI FT TONS SY SY TONS TONS TONS SY GAL SY EA EA EA LF
15 2020CPT.07.20.10411, 2020CPT.07.20.20411, 2020CPT.07.20.20791
S U M M A R Y O F Q U A N T I T I E S
PROJECT NO.
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
0.108 5.00 94 20 1,711 565.00
2020CPT.07.20.20411 Guilford 24 SR 4949 ‐ VINSANTO WAYSR 2319 ‐ DENISON RD TO CUL‐DE‐
SAC 3 2 2WD NO NO 0.126 21 3.00 107 50 1,933 638.000.126 3.00 107 50 1,933 638.00
2020CPT.07.20.20411 Guilford 25 SR 4973 ‐ HIGH MEADOWS CTSR 4327 ‐ HIGH MEADOWS RD TO
CUL‐DE‐SAC 3 2 2WU NO NO 0.089 20 5.00 58 1,044 345.000.089 5.00 58 1,044 345.00
2020CPT.07.20.20411 Guilford 26 SR 4974 ‐ SANDY SPRINGS RDSR 4327 ‐ HIGH MEADOWS RD TO
CUL‐DE‐SAC 3 2 2WU NO NO 0.14 20 5.00 112 2,033 671.000.14 5.00 112 2,033 671.00
2020CPT.07.20.20411 Guilford 27 SR 5205 ‐ HARLEQUIN DRSR 2520 ‐ BURTON FARM RD TO SR
5207 ‐ OLDSQUAW DR 3 2 2WU NO NO 0.111 21 175.00 83 1,502 496.000.111 175.00 83 1,502 496.00
2020CPT.07.20.20411 Guilford 28 SR 5206 ‐ RUDDY DUCK DRSR 5205 ‐ HARLEQUIN DR TO DEAD
END 3 2 2WU NO NO 0.11 21 75 1,353 447.000.11 75 1,353 447.00
2020CPT.07.20.20411 Guilford 29 SR 5207 ‐ OLDSQUAW DR DEAD END TO CUL‐DE‐SAC 3 2 2WU NO NO 0.212 21 182 3,295 1,087.000.212 182 3,295 1,087.00
2020CPT.07.20.20411 Guilford 30 SR 5208 ‐ GADWALL DRSR 5207 ‐ OLDSQUAW DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.241 21 204 7 3,680 1,214.000.241 204 7 3,680 1,214.00
2020CPT.07.20.20411 Guilford 31 SR 5209 ‐ GADWALL CTSR 5208 ‐ GADWALL DR TO CUL‐DE‐
SAC 3 2 2WU NO NO 0.062 21 63 1,139 376.000.062 63 1,139 376.00
2020CPT.07.20.20411 Guilford 32 SR 2711 ‐ TROXLER MILL RDSR 2705 ‐ OSCEOLA‐OSSIPEE RD TO
SR 4732 ‐ PARKDALE RD 2 2 2WU NO NO 1.416 22 65.00 550.00 1,335 212 19,760 6,383.001.416 65.00 550.00 1,335 212 19,760 6,383.00
2020CPT.07.20.20411 Guilford 33 SR 4732 ‐ PARKDALE RD SR 2711 ‐ TROXLER MILL RD TO RCL 2 2 2WU NO NO 0.577 21 18.00 492 137 7,114 2,348.000.577 18.00 492 137 7,114 2,348.00
2020CPT.07.20.20411 Guilford 34 SR 2526 ‐ SUMMIT AVE.
NORTHEAST OF SR‐2638 CANDLENUT RD. TO PVMT JT NEAR TAPER TO
BRYAN PARK RD. (NS) 4 2 2WU NO NO 1.95 22 315.00 27,745 2,688 12,099.00 31,839 5 2 4601.95 315.00 27,745 2,688 12,099.00 31,839 5 2 460
13.975 704.00 27,745 2,284.00 10,603 2,688 1,227 170,078 68,090.00 31,839 5 3 740704.00
2020CPT.07.20.20791 Rockingham 35 SR 2658 ‐ PARKDALE RDSR 4732 ‐ PARKDALE RD GCL/RCL TO
RCL/CCL 2 2 2WU NO NO 1.323 21 20.00 175.00 1,239 200 17,941 5,921.001.323 20.00 175.00 1,239 200 17,941 5,921.001.323 20.00 175.00 1,239 200 17,941 5,921.00
20.00
16.386 794.00 27,745 2,951.00 13,520 2,688 1,527 188,019 81,692.00 52,053 5 2 3 740794.00
GRAND TOTAL
TOTAL FOR PROJ NO. 2020CPT.07.20.20791
TOTAL FOR PROJ NO. 2020CPT.07.20.20411
TOTAL FOR MAP NO. 31
TOTAL FOR MAP NO. 32
TOTAL FOR MAP NO. 33
TOTAL FOR MAP NO. 34
TOTAL FOR MAP NO. 35
TOTAL FOR MAP NO. 25
TOTAL FOR MAP NO. 26
TOTAL FOR MAP NO. 27
TOTAL FOR MAP NO. 28
TOTAL FOR MAP NO. 29
TOTAL FOR MAP NO. 30
TOTAL FOR MAP NO. 23
TOTAL FOR MAP NO. 24
LENGTH
WIDTH
WORK
ZONE
ADVA
NCE
/GEN
ERAL
WAR
NING SIGNS
TEMP TR
AFFIC CO
NTR
OL
4" X 90 M W
HITE TH
ERMO
4" X 90 M YELLO
W
THER
MO
6" X 90 M W
HITE TH
ERMO
8" X 90 M YELLO
W
THER
MO
12" X 90
M YELLO
W
THER
MO
THER
MO LT AR
ROW 90
M
THER
MO RT AR
ROW 90
M
THER
MO 24"YIELD LINE (90
MILS)
4" HOT SPRA
Y TH
ERMO
(WHITE)
4" HOT SPRA
Y TH
ERMO
(YELLO
W)
24" X 90
M W
HITE TH
ERMO
THER
MO M
SG YIELD
(90
MILS)
THER
MO M
SG SCH
OOL 90
M SN
OWPLOWAB
LE
PAVE
MEN
T MAR
KERS
SN
OWPLOWAB
LE
PAVE
MEN
T MAR
KERS
MI FT SF LS LF LF LF LF LF EA EA EA LF LF LF EA EA EA EA
2020CPT.07.20.10411 Guilford 1 NC 150PVMT JT EAST OF LAKE BRANDT RD. SR 2347 TO PVMT JT. WEST OF
CRABTREE VALLET CT. AT SUMMERFIELD TOWN LIMIT 1 2 2WU 1.088 23 122 1 11,970 12,945 119 10 3 20 851.088 122 1 11,970 12,945 119 10 3 20 851.088 122 1 11,970 12,945 119 10 3 20 85
122
2020CPT.07.20.20411 Guilford 2 SR 2319 ‐ DENISON RD NC 150 TO SR 4943 ‐ TOSCANA TRC 3 2 2WU 0.58 21 650.58 65
2020CPT.07.20.20411 Guilford 3 SR 2327 ‐ CEDAR HOLLOW RD NC 150 TO JOINT NEAR COMMUNITY POOL DRIVEWAY 2 2 2WU 1.603 21 180 2,200 140 20,432 20,4321.603 180 2,200 140 20,432 20,432
2020CPT.07.20.20411 Guilford 4 SR 2332 ‐ ROYSTER RD NC 150 TO SR 2333 ‐ LASHLEY RD 2 2 2WU 0.436 20 490.436 49
2020CPT.07.20.20411 Guilford 5 SR 2333 ‐ LASHLEY RD SR 2332 ‐ ROYSTER RD TO CUL‐DE‐SAC 2 2 2WU 0.327 20 370.327 37
2020CPT.07.20.20411 Guilford 6 SR 2678 ‐ TOWNSEND FOREST LN S SR 2630 ‐ DOGGETT RD TO CUL‐DE‐SAC 3 2 2WU 0.175 20 200.175 20
2020CPT.07.20.20411 Guilford 7 SR 2679 ‐ TOWNSEND FOREST CT SR 2678 ‐ TOWNSEND FOREST LN S TO CUL‐DE‐SAC 3 2 2WU 0.072 20 90.072 9
2020CPT.07.20.20411 Guilford 8 SR 2814 ‐ KNOX RD SR 2755 ‐ CARMON RD TO US 70 2 2 2WU 2.16 22 243 23,820 18,9402.16 243 23,820 18,940
2020CPT.07.20.20411 Guilford 9 SR 4327 ‐ HIGH MEADOWS RD NC 150 TO CUL‐DE‐SAC 3 2 2WU 0.423 21 480.423 48
2020CPT.07.20.20411 Guilford 10 SR 4924 ‐ WIGEON DR NC 150 TO DEAD END 3 2 2WU 0.663 21 750.663 75
2020CPT.07.20.20411 Guilford 11 SR 4925 ‐ BUFFLEHEAD CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.37 21 420.37 42
2020CPT.07.20.20411 Guilford 12 SR 4926 ‐ WIGEON CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.108 21 130.108 13
2020CPT.07.20.20411 Guilford 13 SR 4927 ‐ REDHEAD CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.115 21 130.115 13
2020CPT.07.20.20411 Guilford 14 SR 4928 ‐ GOLDENEYE CT SR 4924 ‐ WIGEON DR TO CUL‐DE‐SAC 3 2 2WU 0.044 21 50.044 5
2020CPT.07.20.20411 Guilford 15 SR 4934 ‐ SCAUP DR SR 4924 ‐ WIGEON DR TO DEAD END 3 2 2WU 0.208 21 240.208 24
2020CPT.07.20.20411 Guilford 16 SR 4935 ‐ SHOVELER DR SR 4934 ‐ SCAUP DR TO SR 5208 ‐ GADWALL DR 3 2 2WU 0.182 21 210.182 21
2020CPT.07.20.20411 Guilford 17 SR 4936 ‐ SHOVELER CT SR 4935 ‐ SHOVELER DR TO CUL‐DE‐SAC 3 2 2WU 0.082 21 100.082 10
2020CPT.07.20.20411 Guilford 18 SR 4943 ‐ TOSCANA TRC NC 150 TO CUL‐DE‐SAC 3 2 2WU 1 21 1121 112
2020CPT.07.20.20411 Guilford 19 SR 4944 ‐ BIANCO TER SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.05 21 60.05 6
2020CPT.07.20.20411 Guilford 20 SR 4945 ‐ AGLIANO TER SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.121 21 140.121 14
2020CPT.07.20.20411 Guilford 21 SR 4946 ‐ BRUNELLO PL SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.063 21 80.063 8
2020CPT.07.20.20411 Guilford 22 SR 4947 ‐ LIGURIA CT SR 4943 ‐ TOSCANA TRC TO CUL‐DE‐SAC 3 2 2WU 0.051 21 60.051 6
2020CPT.07.20.20411 Guilford 23 SR 4948 ‐ FRESIA WAY SR 2319 ‐ DENISON RD TO CUL‐DE‐SAC 3 2 2WD 0.108 21 130.108 13
PROJECT NO.2020CPT.07.20.10411, 2020CPT.07.20.20411,
2020CPT.07.20.2079116
SHEET NO.
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S
1051324,915TOTAL FOR PROJ NO. 2020CPT.07.20.10411
TOTAL FOR MAP NO. 21
TOTAL FOR MAP NO. 22
TOTAL FOR MAP NO. 23
TOTAL FOR MAP NO. 15
TOTAL FOR MAP NO. 16
TOTAL FOR MAP NO. 17
TOTAL FOR MAP NO. 18
TOTAL FOR MAP NO. 19
TOTAL FOR MAP NO. 20
TOTAL FOR MAP NO. 9
TOTAL FOR MAP NO. 10
TOTAL FOR MAP NO. 11
TOTAL FOR MAP NO. 12
TOTAL FOR MAP NO. 13
TOTAL FOR MAP NO. 14
TOTAL FOR MAP NO. 3
TOTAL FOR MAP NO. 4
TOTAL FOR MAP NO. 5
TOTAL FOR MAP NO. 6
TOTAL FOR MAP NO. 7
TOTAL FOR MAP NO. 8
LANES
LANE TYPE
TOTAL FOR MAP NO. 1
TOTAL FOR MAP NO. 2
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TYP NO
LENGTH
WIDTH
WORK
ZONE
ADVA
NCE
/GEN
ERAL
WAR
NING SIGNS
TEMP TR
AFFIC CO
NTR
OL
4" X 90 M W
HITE TH
ERMO
4" X 90 M YELLO
W
THER
MO
6" X 90 M W
HITE TH
ERMO
8" X 90 M YELLO
W
THER
MO
12" X 90
M YELLO
W
THER
MO
THER
MO LT AR
ROW 90
M
THER
MO RT AR
ROW 90
M
THER
MO 24"YIELD LINE (90
MILS)
4" HOT SPRA
Y TH
ERMO
(WHITE)
4" HOT SPRA
Y TH
ERMO
(YELLO
W)
24" X 90
M W
HITE TH
ERMO
THER
MO M
SG YIELD
(90
MILS)
THER
MO M
SG SCH
OOL 90
M SN
OWPLOWAB
LE
PAVE
MEN
T MAR
KERS
SN
OWPLOWAB
LE
PAVE
MEN
T MAR
KERS
MI FT SF LS LF LF LF LF LF EA EA EA LF LF LF EA EA EA EA
PROJECT NO.2020CPT.07.20.10411, 2020CPT.07.20.20411,
2020CPT.07.20.2079117
SHEET NO.
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S
LANES
LANE TYPE
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TYP NO
2020CPT.07.20.20411 Guilford 24 SR 4949 ‐ VINSANTO WAY SR 2319 ‐ DENISON RD TO CUL‐DE‐SAC 3 2 2WD 0.126 21 150.126 15
2020CPT.07.20.20411 Guilford 25 SR 4973 ‐ HIGH MEADOWS CT SR 4327 ‐ HIGH MEADOWS RD TO CUL‐DE‐SAC 3 2 2WU 0.089 20 100.089 10
2020CPT.07.20.20411 Guilford 26 SR 4974 ‐ SANDY SPRINGS RD SR 4327 ‐ HIGH MEADOWS RD TO CUL‐DE‐SAC 3 2 2WU 0.14 20 160.14 16
2020CPT.07.20.20411 Guilford 27 SR 5205 ‐ HARLEQUIN DR SR 2520 ‐ BURTON FARM RD TO SR 5207 ‐ OLDSQUAW DR 3 2 2WU 0.111 21 130.111 13
2020CPT.07.20.20411 Guilford 28 SR 5206 ‐ RUDDY DUCK DR SR 5205 ‐ HARLEQUIN DR TO DEAD END 3 2 2WU 0.11 21 130.11 13
2020CPT.07.20.20411 Guilford 29 SR 5207 ‐ OLDSQUAW DR DEAD END TO CUL‐DE‐SAC 3 2 2WU 0.212 21 240.212 24
2020CPT.07.20.20411 Guilford 30 SR 5208 ‐ GADWALL DR SR 5207 ‐ OLDSQUAW DR TO CUL‐DE‐SAC 3 2 2WU 0.241 21 270.241 27
2020CPT.07.20.20411 Guilford 31 SR 5209 ‐ GADWALL CT SR 5208 ‐ GADWALL DR TO CUL‐DE‐SAC 3 2 2WU 0.062 21 70.062 7
2020CPT.07.20.20411 Guilford 32 SR 2711 ‐ TROXLER MILL RD SR 2705 ‐ OSCEOLA‐OSSIPEE RD TO SR 4732 ‐ PARKDALE RD 2 2 2WU 1.416 22 160 600 60 4 15,290 15,172 14 51.416 160 600 60 4 15,290 15,172 14 5
2020CPT.07.20.20411 Guilford 33 SR 4732 ‐ PARKDALE RD SR 2711 ‐ TROXLER MILL RD TO RCL 2 2 2WU 0.577 21 65 6,098 6,0980.577 65 6,098 6,098
2020CPT.07.20.20411 Guilford 34 SR 2526 ‐ SUMMIT AVE.NORTHEAST OF SR‐2638 CANDLENUT RD. TO PVMT JT NEAR TAPER TO
BRYAN PARK RD. (NS) 4 2 2WU 1.95 22 251 58 1 20,592 21,020 166 121.95 251 58 1 20,592 21,020 12
13.975 1614 26,620 18,940 200 58 1 4 62,412 62,722 180 5 121614
2020CPT.07.20.20791 Rockingham 35 SR 2658 ‐ PARKDALE RD SR 4732 ‐ PARKDALE RD GCL/RCL TO RCL/CCL 2 2 2WU 1.323 21 149 800 94 14,068 14,4141.323 149 800 94 14,068 14,4141.323 149 800 94 14,068 14,414
149
16.386 1885 1 39,390 31,885 294 58 119 11 3 4 76,480 77,136 180 5 12 20 851885
17
17 105
5
18
28,482
125,134
153,616GRAND TOTAL
800
45,560
71,275
TOTAL FOR PROJ NO. 2020CPT.07.20.20791
TOTAL FOR PROJ NO. 2020CPT.07.20.20411
TOTAL FOR MAP NO. 33
TOTAL FOR MAP NO. 34
TOTAL FOR MAP NO. 35
TOTAL FOR MAP NO. 27
TOTAL FOR MAP NO. 28
TOTAL FOR MAP NO. 29
TOTAL FOR MAP NO. 30
TOTAL FOR MAP NO. 31
TOTAL FOR MAP NO. 32
TOTAL FOR MAP NO. 24
TOTAL FOR MAP NO. 25
TOTAL FOR MAP NO. 26