20140070 Ver 1_Permit Drawings_20140123

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STATE OF NORTfl CAROLINA
DIVISION OF flIG11� AYS
ORANGE
COUNTY
LOCATION, BRIDGE 610214 OVER ROCKY RUN
ON SR 1135 (MOOREFIELDS ROAD)
TYPE OF WORK, GRADING, PAYING, DRAINAGE, & STRUCTURE
BEGIN PROJECT 19BP,1,R,60
-L- STA,12 +85,00
BEGIN BRIDGE
-E- SrA,13 +14,00
1
SR SR �i35•I.. -•• r � ,
TO 1134
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TO DIMMOCKS h11LL) ti
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GRAPHIC SCALES I DESIGN DATA I PROJECT LENGTH
20 10 0 20 40 ADT 2000 = 140 LENGTH OF ROADWAY PROJECT 10EP,9,R60 = 0,03S MILES
ADT 2025 = NIA
PIANS DHV = NIA LENGTH OP STRUCTURE PROJECT 11EP.9,R,60 = 0-011 MILES
20 10 0 20 40 D = 3% TOTAL LENGTH OF PROJECT 19RP,1,R,60 = 0.016 MILES
dts-� 1 � 3%
KKE IHORIIONTAII U - 45 MPH
4 2 0 4 SUBREGIONAI TIER DESIGN
fUNC, CIRSSIPICATION:
PROFILE NERTICAI) IOCAI
NCDOT CONTACT; VIRGINIA MAORY
Transpodation Program Mo ngemenlUnit
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11BP,1160 CONSTRUCTION
RIGHT Of WAR%
ROADWAY PLANS SUBMITTAL
SUBMIUED; 5 -1413
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CND PROJECT 11BP,1,R,60
4- STA,15 +89,00 PRE1,011N'ARY PLANS
DO S'aT 11.9 M CONSTAUCTIM
DESIGN EXCEPTION FOR SUPERELEVATION
ON -I- AT STATIONS 11+85-00 T0)3 +68.38
DESIGN EXCEPTIONS FOR VERTICAL CURVES,
STOPPING SIGHT DISTANCES
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Chorlollc, NC 28FOR
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PLANS PREPARED FOR THE NCDOT BY:, HYDRAULICS , " "'�aR''a, DIVISION OP HIGHWAYS
STFULPH WHITEHEAD ASSOCIATES,INC, ENGINEER '�oQ��Essio, STATE OF NORTH CAROLINA
1000 Wal Morehead SL, Sig, 260, Charloa¢ Nc, 28108 _' ceSEhl °t
NC Lic¢at¢ Num6¢r F -0991 4 26911 r = ti�ar RaAPhe9
rdrt sraMn SI'ECiriOrioNs
RIGHT OF WAY DATE: KIT A. PHSIANI R ROADIVAY
MARCH 1, 2012 rlio)ccrcmF�� DESIGN
ENGINEER a°�s' €ss.'''I�Q`''% aP
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LETTING DATE:
MAAMOON K, ABDELAlIi
MARCH 1, 2012 rRU�ccr nESrc,�' FNC�s
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IMPACTS IN SURFACE WATER I I i EU ABErh L SM���( �a 1�i LLU' WADWAr WIGN froRauuts
ENGINEER ENGINEER
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GRAD 350 TL 2 401 of 149 s I I I 0
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INCOMPLETE PLANS
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DISTURB SND TREES UNLESS OTHERNISE
NOTED IN PLAN,
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CLASS'll'RIPRAP EST 1 SY H , I
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SE STRUCTURE PLANS PB 90 PC 19
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STATE OF NORTB CAROLINA 0 SHEEip Ow15G
DIVISION OF 1-116,�IWAYS
ORANGE COUNTY
LOCATION, BRIDGE #60214 OVER ROCKY RUN
ON SR 1135 (MOOREFIELDS ROAD)
TYPE OF WORK, GRADING, PAVING, DRAINAGE, & STRUCTURE
BEGIN PROJECT 17BP,7,R,60
-G STA 12 + SS, 00
TD sR Jill
MILL
TO pIMMOCKS �}
—�
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BEGIN HOU b 1ti0 Ip
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT 11EP,1d160 = 0,035 MILES
LENGTH OF STRUCTURE PROJECT 1111RIAB = 0,011 MILES
TOTAL LENGTH OF PROJECT 17EP,1,R60 = 0.046 MILES
NCOOT CONTACT; VIRGINIA MABRY
Transport P�ogmm Manama ge�Uait
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I PIT[TTOLab FAWN RI(lm
I1BP,1,R,b0 P,E,
116P,7,R,60 R4V & UT11P
]1BP,1160 CONSTRUCTION
RIGHT OF WARNA1
IDWAY PANS 5USMITT
I�
TO SR 1134
DIMMOCHS MILT, RD)—>
END PROJECT 171R,60
-L- STA,15+S9,00
DESIGN EXCEPTION MDR SUPERELEVATION
ON -L- AT STATIONS 12 +86,00 TO 13 +9-36
DESIGN EXCEPTIONS FOR VERTICAL CURVES,
STOPPING SIGHT DISTANCES
SUOM
aMl 33 45-013U i
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PRELIMINARY PLANS
00 NOT CSR FOR CONITRI'MN
SMITH- ROWE) bLC
ST�IRaiph�l�itc�c�dRssocia�s ,[ac,
1AD Vcl Vuotod Si., SIC 200
cw1011C,NC MR
4C U %tnsO N"nv F -0991
PLANS PREPARED FOR THE NCDOT BY:
HYDRAULICS
STVIRALPH WHITEHEAD ASSOCIATES,INC.
ENGINEER
1000 II'¢1r Morehead Si., Slo, 2M Charlotte NC, 28208
= =aOSEAL
No Lic¢nr¢ Aumbe F -0991
p6911
GRAPHIC SCALES DESIGN DATA
LETTING DATE,
MAAMOON K. AM WIZ
20 10 0 20 40 ADT 2000 = MO
MARCH 12012
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rio�ffnFSICNFucnIFFF
�k�s'l ADT 2025 - NIA
j
PM5 DHV = N/A
20 10 0 20 40 D = 3%
tisj2d T = �%
PROPRE (HOKON%A
V = 45 MPH
4 2 0 4 8 SU kEGIONAL TIER DESIGN
Wsj2d PUNC, WS51FICATION:
jt
PROPILE NERTICkI LOCAL
Iz�
ti
BEGIN HOU b 1ti0 Ip
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT 11EP,1d160 = 0,035 MILES
LENGTH OF STRUCTURE PROJECT 1111RIAB = 0,011 MILES
TOTAL LENGTH OF PROJECT 17EP,1,R60 = 0.046 MILES
NCOOT CONTACT; VIRGINIA MABRY
Transport P�ogmm Manama ge�Uait
h�
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IN
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in rtes acwur aanaceTT a'a 'gip rein
I PIT[TTOLab FAWN RI(lm
I1BP,1,R,b0 P,E,
116P,7,R,60 R4V & UT11P
]1BP,1160 CONSTRUCTION
RIGHT OF WARNA1
IDWAY PANS 5USMITT
I�
TO SR 1134
DIMMOCHS MILT, RD)—>
END PROJECT 171R,60
-L- STA,15+S9,00
DESIGN EXCEPTION MDR SUPERELEVATION
ON -L- AT STATIONS 12 +86,00 TO 13 +9-36
DESIGN EXCEPTIONS FOR VERTICAL CURVES,
STOPPING SIGHT DISTANCES
SUOM
aMl 33 45-013U i
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PRELIMINARY PLANS
00 NOT CSR FOR CONITRI'MN
SMITH- ROWE) bLC
ST�IRaiph�l�itc�c�dRssocia�s ,[ac,
1AD Vcl Vuotod Si., SIC 200
cw1011C,NC MR
4C U %tnsO N"nv F -0991
PLANS PREPARED FOR THE NCDOT BY:
HYDRAULICS
STVIRALPH WHITEHEAD ASSOCIATES,INC.
ENGINEER
1000 II'¢1r Morehead Si., Slo, 2M Charlotte NC, 28208
= =aOSEAL
No Lic¢nr¢ Aumbe F -0991
p6911
1011 STANaIRD SWIFINVONS
RIGHT OF WAY DATE:
KIT A. PERSIANI, PE _
ROADWAY
MARCH 7,201 2
Pa01Ecr L"" Fu
DESIGN
ENGINEER
LETTING DATE,
MAAMOON K. AM WIZ
;
° s
MARCH 12012
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rio�ffnFSICNFucnIFFF
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DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
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ROAD BRIDGE ROAD PROIECE REFERENCE NG, SHEET NO.
CROSSING I IMPACTS CROSSING BUFFER DRAWING 98PJR9 4
IMPACTS 1 IMPACTS $HEE1 i OF 5
I 0 V HE N.
j1 h I SMITH R0WEI � LLU ROADWAY DESIGN HYOMUEILS
GRAD- 350 TL -2 A11OWABIE IMPACT ZONE I ENGINEER ENGINEER
TYPE III iYPE III GPA 350 -TL -2 I " (B�DGEI 494 Sf p
0
I yti� I AIIOWABIE IMPACT ZONE I N s PULIMIN RY PLANS
(BRIDGE) 30b Sf N �� 1 Ralph a1hlc� ndAsS� ks, �1C. DO NOT V E fR CONSYRWRON Y
I101D 11'Esl ywh2oa St, sle 2V
,norl0o NC 2820 INCOMPLETE PLANS
�{ I N� AlIOWABIE IMPACT ZONE i Nc uEense Vbsr f V?l DO HOT UR FOR IT AEaMITIoR
(ROAD CROSSINGI 434 Sf z
GRAD- 350 -TL -2 TYPE III
N I SPECIAL TYPE III BRIpGE �6r02�4
I' N AtIOWABIE IMPACT ZONE 2 Q
MIDGE $KE1 tl AT -1 (ROAD CRO imI 612 Sf a
DfiAl SHOWING BUDGE REUiIONSHIP OR 4•IOYFR ROW M I' iz
f H+ IENr EXISTING VS, PROPOSED
AIIOWABIE IMPACT 20NI 1 D NAGS
�, gsENENr W DRIVEWAY LOCATION DEIAIL
54 Sf (ROAD CROSSING)
' RAU 350.i1 BSI IN(
AtIOWABIE IMPACT ZONE 2 GPAU150 (ROAD BIE IMPACT ZONE 1
IStIhG R� )ROAD CROSSING) 363 Sf
EX 339 Sf )ROAD CROSSING) �. f P
ENISDNG
A1tOWASH IMPACT ZONE 2 E _ DRNEI9AY
b 199 SF )ROAD CROSSING) _ 15" RCP I EXISTING
p y r HOGE
~ m ww■riirm ~ x f� PROPOSED BRIDGE I I
/ t 1
MIDGABIE IMPgCi ZONE 2 +259 z ~ PROPOSED I I PROPOSED
215 $f IPARA11Et IMPACII /� I, GUARDRAIL DPIVEWAY
h EXI U E. LNG N I I
EkISTIhG R "I N / '
PROPOSED
O O P ROCKY 11 I Cuff SOPE
9ASEBT AtIOWA IE IMPACT ZONE 2 RU111 0NE
—AR ROCKY RUNACT ZONE 1 IRDAD CROSSING) 532 $f
118 Sf I Buff R ZONE 2
LEGEND
sr
46➢ f IE IMPACT ZONE i � MCfIGABIE IMPACT ZONE 2 RIPARIAN RUffER ZONE 1 1301 —az i-
4b6 Sf (PAPAI1Et IhIPACTI �
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E (DRNEWAn 34 Sf I ROCKY RUN I I BUff R ZONE 2RUN
A1IOWABIE IMPACTS ZONE 1 11FIR ZONE Z
I s N I
AIIOWABIE IMPACT ZONE 1 12 u ° AttOWAB1E IMPACT ZONE I Ez
MI1IGA81i IMPACTS ZONE I
626 5f ROAD CROSSING I 1 " d +4G,DO B 489 Sf
1 ?�u.00M1 ,B
IBM
2 UT TO ROCKY RUN
T
ey 25.0 1 A110WABIE IMPACTS ZONE VIER ZONE 1
ROAD z ROAD CROSSING
AIIOWABtE IMPACT ZONE 1 PARAt Et IMPAC CROSSING I BRHIGE & DWAY
52D Sf IBRIDGE) IMPACTS IMPACTS REIOCATION IMPACTS ® MITIGABIE IMPACTS ZONE 2
Sr� EXCEPTION I V RTICAI� C0 ES r'ND
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565 ` PI 16400 565
PROPOSED GRADE D(fglt 1
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KPH ( EL = X5828 K
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