20041246 Ver 1_Maps_20080117

m sy ll L]\ A 1L-1 V4IL d~' ~1d IL \)L -IL .1L LL v-- 111 n \1'1d 1LJJL1 v all .C. R-2237C
m 321 • - DIVISION OF HIGHWAYS
411 12 4
34402.1,1 NNF-321 PE
21 f
G:.' tine i RIDGE
0e BOON PARKWAY
POP. 14,122
e 221
167
1e„ ,e3 a2, fN ALD WELL & W COUNTIES
P 1b 1838 630 , D PROJECT
r~ RQU N.'Oaft
„~c8y l~1 P°'I f gUg T LOCATION: US 321 FROM SR 1500 (BLACKBERRY ROAD)
I i • 321 BYP AUr,A ~r
N TO US 221 AT BLOWING ROCK
.1. 8
1387 a uN Y TYPE OF WORK GRADING, DRAINAGE, PAVING AND SIGNALS
321
I y,~
1332 pton
1387
1389
138. Globe 370 -110- US 321 BUSINESS GC ~y
y ~,0 Gp
~I Q eu 13 y 321 Cp p~p~
- Y11- RANSOM STREET
I A/ lsae 14
I~ VICINITY MAP ( -Y12- CHURCH STREET
I /S
STA. 356+00.00 -L- BEGIN TIP PROJECT R-2237C Y13- SUNSET DRIVE
I
-Y6- PINNACLE AVENUE Ig -Y14- WEST CORNISH DRIVE
-Y1- SR 137 ROCKY KNOB ROAD - US 321
_L
49- TRILLUM LANE
Y3- ROCK ROAD Y8- NORWOOD CIRCLE
COUNTRY CLUB DRIVE -L- US 321
\ US 321 ~g Y17- US 321 BUSINESS
I ~
i \ \ 1\1
1 c0 Y15-
Y4- SR 1534 GREEN HILL ROAD
ti Y2- CONE ORCHARD ROAD
-L- US 321
-L- US 321
~ -L- US 321
I V~p`, ~O pJ
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STA. 569+00.00 -L- END TIP PROJECT R 2237C INCOMPLETR/W E PCa N
Q
Q~Q PRELIMINARY PLANS
M NOT USE POE CONSTEVCTION
HYDRAULXCS DM OF RNGIlIIBSR STATESOF NORTH CAROLLWA
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepore6 in ire Gffice of.
T DIVISION OF HIGHWAYS
5,0 5 0 50 Igo ADT 2006 = 18,935 leP6 Birch Ridge Dr., Rabies NG, 27610 1 a 6
2806 6}AaD1iI1D dPdOA1CA220W$
° ADT 2025 = 27,450
11111 whom., I
~N
PLANS
LM, DHV = 7 % r~ e
°3- 5,0 25 5D 1 D = 60 % TOTAL LENGTH OF TIP PROJECT R -2237C = 4.034 MILES R(WT OF WAY DATE.. G. E. BREW. PE
m T = 8 % " r610Jecr hail ROADWAY DESIGN Bey
° mvGD,188R o T6AN 1
co oa PROFILE (HORIZONTAL) y 50 MPH
z o O 10 5 10 2 L877JNG DA7Er JINQMcz ~TM SXmGm n
Q " TTST 3% + DUAL 5% ra rs
0
PROFILE (VERTICAL) stmwrmle uus fficawer a3edav rxcm®1
'L CLo L i I
oL-E
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SW 5H@T NO.
ROADWAY DEMON MVENEM OE{ION
"HER NGNE!R
I
I
EPIRtELIMIN war 32 ftm E rovmmo
PAVEMENT SCHEDULE
(PRELIMINARY PAVEMENT DESIGN) Y PLANS
ChM CON9TAUCRON
PROP. APPROX. 114" ASPHALT CONCRETE BURFACE COURSE, TYPE 69.60, PROP. APPROX. 4" ASPHALT CONCRETE BABE COURSE, TYPE B26.06,
C~ AT AN AVERAGE RATE OF 188 LOB. PER 80. YD. E4 AT AN AVERAGE RATE OF 466 LBB. PER 60. YD.
PROP. APPROX. 3" ASPHALT CONCRETE BURFACE COURSE, TYPE 89.80, PROP, APPROX. 414" ASPHALT CONCRETE BABE COURSE, TYPE 826.09,
~Z AT AN AVERAGE RATE OF 368 LBO. PER 80. YD. E5 AT AN AVERAGE RATE OF 613 LBO. PER 80. YD.
,
I PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COUABEh TYPE 89 .5c, PROP. VAR. DEPTH ASPHALT CONCRETE BABE COURSE, TYPE 1211:01
AT AN AVERAGE RATE OF 112 LBB. PER 90. YD. PER I h TO E AT AN AVERAGE RATE OF 114 LBB. PER BO. YO. PER 1" DEPTHTO
c3 BE PLACED IN LAYERS NOT LE58 THAN 114" IN DEPTH OR GREATER 6 SE PLACED IN LAYERS NOT LESS THAN S" IN DEPTH OR GREATER
THAN 3" IN DEPTH. THAN 614" IN DEPTH.
I
PROP. APPROX. 3" ABPNALT CONCRETE SURFACE CDURBE, TYPE 89.66, PROP. S" AGGREGATE BABE COURSE.
C4 AT AN AVERAGE RATE OF 386 LBO. PER 80. YO. 1
I
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 89.5B,
ca AT AN AVERAGE RATE OF 112 LOS. PER 80. YO. PER 1F DEPTH. TO
R1 9'•8" CONCRETE CURB AND GUTTER.
BE PLACED IN LAYERS NOT LESS THAN 114" IN DEPTH OR GREATER
THAN 3" IN DEPTH. -
I
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, R2 1`•8" CONCRETE CURB AND GUTTER.
TYPE I19.OC, AT AN AVERAGE RATE OF 460 LBB. PER 80. YO.
I PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE I19.OC, AT AN AVERAGE RATE OF 114 LBO. PER S0. YD. PER 1" R3 EXPRESSWAY GUTTER.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 269" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
I
ASPHALT
CONC
PROP,
INTERMEDIAT I D3 TYPE I19POB1, AT1AN AVERAGE RATEROFE288 LBO. PERESQ. YDE R4 9" MONOLITHIC CONCRETE ISLAND.
I
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D4 TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBO. PER 80. YD. PER S_ 4" CONCRETE SIDEWALK.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 214" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
I
E 1 PROP. APPROX. 3" ASPHALT CONCRETE BABE COURSE, TYPE 926.00, T_ EARTH MATERIAL.
AT AN AVERAGE RATE OF 342 LB8. PER 80. YD.
I
PROP APPROX. 7" ASPHALT CONCRETE BABE COURSE, TYPE 026.OC, AT EXISTING PAVEMENT.
E2 AN AVERAGE RATE OF 390 LB9. PER 80. YD. IN EACH OF TWO LAYERS.
I
PROP. VAR. DEPTH ASPHALT CONCRETE BABE COURSE, TYPE 926.OC,
I E3 BE AN AVERIGELRATE NOTILELB THANR3$0. YDEPTHRO1"GRDEPTH. EATER TO W_ VARIABLE DEPTH ASPHALT PAVEMENT. (SEE STANDARD WEDGING DETAILS)
PLACED N " IN
THAN 314" IN DEPTH.
I
NOTE: PAVEMENT EDGE SLOPES ARE 111 UNLESS SHOWN OTHERWISE.
I
1
-L- (US 311) -Y10- & 413- OTHER Y'3-
'
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C1 C3 C4 C5 C4 C5
-a D2 D1 E3 E6 D4 D E6
E3 E6
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3n MIN. U M- 3" 3M MIN. MIN. 3° MIN. MIN.
MIN. MIN. MI MIN.
m
N Detail Showing Method of Wedging Detail Showing Method of Wedging Detail Showing Method of Wedging
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w iIIRET NO.
j PVMT. SCHEDULE
ROADWAY DEIGN PAVEMWr DEMON
I ENGSER aVGINB7l
C1 0t" BS.aC
II "15' WITH GUARDRAIL
c2 3° sE.ec INCOMPLE E PLANS
m xm vea tmt iw scounmoe
D1 I1B,oc PRELEMIN RY PLANS
'10' 2b` 26 h0' 12 nu xm vm ro mermvc ION
E1 8" B2a.OC
I
E2 7" 82a.oc
d1 a" aec 4' Z VAR 0' TO 24` VAR 0' TO 24' x 4'
j R8 EXPRESSWAY CURB FDPS m FDPS
• T
T EARTH MATERIAL NN
Z m
GRADE
POINT
U EXIST. PVNT. F
W w2oaln0 w no 4> vAMAne
wob
i 0.02 P Fl 0.02 FLFT
I G - - - - - 6,1 A•.1 6k1
I b:1
- - - - - - - ORIGINAL GROUND
TO 14' 14'
aMA~e GRADE TO THIS LINE
R`0R TYPICAL SECTION NO. 3_ USE TYPICAL SECTION NO.1
I
ORIGINAL GROUND 356+00.00 TO 379+00.00
381+25.00 TO 386+00.00
I
390+00.00 TO 396+00.00
I
I
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INSET W 3' VAR.
FDPS
I
z
II
I
I
ORIGINAL GROUND VAMAMA
Lon
I
X5,1 •15' WITH GUARDRAIL
I
i 010' VAR 26' TO 24' VAR. 26' TO 24' 010' 12'
USE INSET 'A' IN CONJUNCTION WITH TYPICAL SECTIONS NO.1 6 NO.2
SEE PLANS FOR LOCATIONS
I
4' y = 4'
FDPS Z W m FDPS
N N
m
W
1 j N
GRADE
2 Gj POINT d T ; VARwOM
0.02 FM 0.02 FUFf
~p
6,1 I
A:1 b:1
6:1
ouolNAt GROUND
I 4
- 10 d" 18' GRADE TO THIS LINE d'
I
I
VAM4JRA
M.O"
TYPICAL SECTION NO. Z_ USE TYPICAL SECTION NO.2
a 379+00.00 TO 381+25.00
ORIGINAL GROUND
386+00.00 TO 390+00.00
396+00.00 TO 398+75.96
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PVMT. SCHEDULE MN W~ NO.
ROADWAY DEMN PAVFMBEI DESIGN
C1 114" SS,SC INGNER INGlaR
I
C2 S" 88.5c 1 INCOMPLE PLANS
W Nor UM FM 1W ALCWISMM
D1 4" 119.00
12' VAR, 22' TO 32' VAR. 22' TO 32' 12' D PO NVY E RY PLANS
00 NOY U~ WN870.UCTION
I E1 S" 845.00
E2 7" 825.00
I
E3 VAR. B26.OC VAR. O' TO 32' VAR. O' TO 32'
J1 S" ABC
I VAR. VAR.
R1 2' x 8" CURB O' TO 7,25' O' TO 7.25'
G E
R4 3" M. C. I8LAN POINT T
B_ 4" SIDEWALK (SD Q~
T EARTH MATERIAL 0.02 FM ~FVFT 0.02 FLfT D.0 FGFf
ORIGINAL GROUND VAFAARE YAUAae ORIGINAL GROUND IILOIT
alone
U EXIST. PVYT. _ _ _ _ _ _ _
W WEDDING 6" 14" 6"
I
I
GRADE TO THIS LINE
TYPICAL SECTION NO. 3_ USE TYPICAL SECTION NO.3
398+75,96 TO 407+50,00
410+50,00 TO 448+00.00
459+00.00 TO 470+00,00
567+00.00 TO 569+00,00
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12' VAR. 22' TO 32' VAR. 22' TO 32' 12'
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I 2'
I 2'
VAR, VAR,
O' TO 7,25' 0' TO 7,25'
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R4 GRADE
T D1 POINT BI T ti's
~ 0.02 FTfT
0.02 FM pip 2 FT~FT 0.01 F[fT~ vrwae ORIGINAL GROUND
sore
ORIGINAL GROUND V amore
I - 11 ~,7
6, E~ 18" GRADE TO THIS LINE E 6-
6- 6"
i
TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO.4
a 407+50,00 TO 410+50.00
448+00,00 TO 459+00,00
470+00,00 TO 499+00,00
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

i
PVMT. SCHEDULE RW 4i6:T NO.
IDA"
DVOINBOI DEMGN MVEMANT EM DBAGN
E! INGN
I 01 114" 88.3C
C2 S" 88.BC INCOMPLE E PLANS
ro Nm as ma iv AmumntorD1 4" I19.0C PRELIMIN RY PLANS
12' VAR. 22' TO 32' VAR. 22' TO 32' 12' oo Nm u~ coN-raurnow
I E7 9^ BQS.OC
I EQ 7" BQS.OC
I Ell VAR. BEe.OC 2 VAR 10'170 30' VAR' 0' TO 24' 2,
U7 S" ABC
I
R1 2' z 8" CURB
R2 I" a e" cuea GRADj
T 1
I e_ 4" e:DeBALR ?'1 B] Q S Q]
92
,o2 FDP r Y ORIGINAL GROUND
T EARTH MATERIAL ORIGINAL GROUND YAaANS 0.02 Ge FDfT POIN02 D
SIOR lit
U EXIST. PVMT.
1 t ?'1
W WEDGING 14' 14' E 6- S
I 6•
I
GRADE TO THIS LINE
TYPICAL SECTION NO. S_ USE TYPICAL SECTION NO.5
510+00.00 TO 514+00.00
523+50.00 TO 52+00.00
535+00.00 TO 567+00.00
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12' VAR. 22'170 32' VAR 22'TO 32' 12'
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2' 2'
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0.02 Pbfr. 0.02 FWT
0.02 FLPT El
ORIGINAL GROUND vAaAU EI ~ T y1
I X0.02 FM vuwu ORIGINAL GROUND
nave
I
I 11 6
6" 6" 6" 6-
GRADE TO THIS LINE
i D TYPICAL SECTION NO. 6 USE TYPICAL SECTION NO.6
499+00.00 TO 510+00.00
T 514+00.00 TO 523+50.00
529+00.00 TO 535+00.00
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .

PVVT. SCHEDULE D=Gh SWEET
ENGINEER CJ
B+miHeA
04 S" 88.88
E4 4^ BYe,De INCOMPLE E PLANS
W NOT ?gfl PUa is ACODUMON
A B" ABC PRELIMINARY PLANS
10' 10' 4' 8 DO NOr usa COMTAVCTIal
T EARTH MATERIAL
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GRADE
r POINT ORIGINAL GROUND
I , 0.02 FLPT 0,02 FGfT ~
<r1 ,1?!
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6" 11" 6"
GRADE TO THIS LINE
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olaclNUGROUND TYPICAL SECTION NO. 7 USE TYPICAL SECTION NO.7
TBD
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-Y2-
GRADE
POINT
I r ORIGINAL GROUND
0.02 FGPT ,02 ya'+~
Ia
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I _ye GRADE TO THIS LINE
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TYPICAL SECTION NO. 8 USE TYPICAL SErnON N0.8
ORIGINAL GROUND
10+68,86 TO 12+80,00
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My SXSIiT NO.
PVRT. SCHEDULE
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
C4 3" 58.68
VNITl4<t
& /4 AVO
E4 4" EE°,DE ~AII OTHER Y's- EXCEPT Y4-, 410-, 413- & 415- EPIR~BLT;IMIN E E PLANS
EE 404° B28.DB RY PLANS
6' VAR 15'TO EXIST, WIDTH VAR 15' TO FXIST. WIDTH 6' 8' rD cari"T UMON
I T EARTH MATERIAL
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GRADE
I ~ POINT
I , 0.02 FfifT 0.02 FLFT-~ ORIGINAL GROUND
Ja,
+:r
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GRADE TO THIS LINE
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ORIGINAL GROUND TYPICAL SECTION NO. Q- USE TYPICAL SECTION NO.9
Y3-12+00.00 TO 13+53.53
Y6-10+50.00 TO 11+22.22
Y7-10+86.63 TO 11+25.00
YB-10+70.80 TO 11+30.00
I Y9-10+96.23 TO 11+51.00
Yll-10+50.00 TO 11+76.43
I Y12-10+30.00 TO 12+69.24
-Y14-10+50.00 TO 11+47.79
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Y4-
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b' VAR 22' TO EXIST. WIDTH VAR. 6'
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I E POINT ~ ORIGINAL GROUND
0.02 FDFT 0.02 FT4T Ja
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I ~ GRADE TO THIS LINE
TYPICAL SECTION NO. 10 USE TYPICAL SECTION NO. 10
v ORIGINAL GROUND 10+69.90 TO 11+25.00
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PVNT. SCHEDULE w SH&T NO.
ROADWAY DMGN TAVBNBVT DERGN
ENGINEER WGINER
04 B" 99-BB
DD RY¢" I19.0B 410- & 413 INCO14PLE E PLANS
Op Np7 Uffi /11A /R .UVpWTWN
E4 4" B23.0B
6' VAR. 15' TO EXIST. WIDTH VAR,15' TO EXIST. WIDTH 6' I PLANS
00 NvI UM CDNPTNIJC71pN
T EARTH MATERIAL
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III +
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POINT ORIGINAL GROUND
I . 0.02 FTifT o.02 Fc>:r.
J/T
4.1
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v TYPICAL SECTION NO. 11 USE TYPICAL SECi10N NO. 11
I
oRICINU GROUND -Y1D-10+64,22 TO 12+32.29
413-10+50.00 TO 10+43.00
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6' EXIST. WIDTH EXIST. WIDTH 6'
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I POINT
002 FM 002 FWr~ 4~SQc ORIGINAL GROUND
44
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GRADE TO THIS LINE
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L Jose TYPICAL SECTION NO. 12 USE TYPICAL SECTION NO. 12
a ORIGINAL GROUND
-415-10+72.00 TO 11+50,00
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-DRIVES- 'wrr nV/C"LC JnLC/ CJ rvn L.:0628 n,n .u.
SEE SHEET 34 FOR ! DRNE6-, ew sxffr NO. 4
P) S(a l1+163p -DRNE7-,& -DRNE9- PROFILE ROADWAY M IGN Hymwucs
o ¦ 40'05'40Z (M-) °1GN°R
D ¦ 114'3529Z'
L ` '
T a \ INliA A,h E PLANS
sco9nmoN
R - 5825 w us Po5000 P, E. &ATMYIF MILLER PRELIMIN RY PLANS
N \ DO NM 960 PO CON67aUCrlON
I -ORNE6- oe as Po9s
PI Ste 10+4125 ti
A - 43/572'(LT)
D - 57*1r 44B t
Lm 7-Qr
T = 396 -ORNE7 -L-362+9725
R = 100.00 3 \ P!St 10+ P1 Ste 13+1137 P St39'S7 36r (LT)
/
A = 4 14 l (CT) p = 601 157' (LT) D . It 27' 330
D = 11435' D - 5rIr 44,8' L- 34872
a T= 2032' T= 526' R 181: ! o
END TIP PROJECT R-22378 R = 50DO' \R = 10000'
r> , : ~ " y~c akxA j
-L- POT Sta. 356 *00.00 -L - POT Sta. 356+00.00 BEGIN TIP PROJECT R-2237C
a \ + BRNE7v= _
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6 B9.65'1G RW SWEET NO. Il
SEE SHEET 30 FOR -Y3- & -Y4- PROFILES P/ SIC 10+7175 PISta 11+96.30 PI o 12+79,60 P1 Std 14+64.00 `
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L = 49.07' L = 60,07' L = 33.46'
Q ` R = 302.07' R = 44.00' R = 498.00
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F~ 0 - 381r499 0 - 2838524 D 28'38'52.4 D - *f J5290 ENCNER 84ONM
L - 95.00' L - 2554 L 33,04 L - 58.41' L
T = 49J6' p~r T = 1279' r r 165E T = 3310'
DETAIL D R ' 1000 fl I~ R - 2(10,00' RI = 200,00' R = 50.07 INCOMPvoE E PLANS
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d \ / s A - 9'le33Z(LT) 4, - 7813'11.r (LT) A - 3'50'56.4(LT)
D - 185819.6 0 - 130'13037' D - Ir30'1W
Z~ L - 49.07' L - 600' L - 33.4E
R = 2430?_OO' R = 44,00' R = 499,00'
E
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SEE SHEET 2-G FOR -Y7-1-L- INTERSECTION DETAIL ROADWAY DEMON HYDRA "'CI
DETAIL H SEE SHEET 2-H FOR -Y8-/-L- INTERSECTION DETAIL ENGINEER 84`x`
LATERAL 'V' DITCH DETAIL I
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INCOMPLE E PLANS
111 m xm V8B PDA E sCONBIHON
Slope Slope
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