HomeMy WebLinkAbout20110424 Ver 3_R-4416_Partial Plans_404 and 401 Modification_Dec 2016_201612150
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Sce SYee1 1-B Por Canventlonal symCa/s
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LOCATIOI�I: US 64 FROM 1.5 MI. EAST OF THE WEST E1VD OF SR 1349
TO 1.8 ML EAST OF THE EAST END OF SR 1349
TYPE OF WORIC: GRADIIVG A1VD PAVIIVG
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GRAPHIC SCALES DL•'SIGN DATA PROJL•CT L6NGTH v�e�r� m it� mnce �n �'o��Lres Exc7xesa s ATE oF xoxrx� cAxoi vn
8000 REGENCY PARKW✓AY, SUITE 600
50 0 50 100 ADT 2070 = 2950 .' �. CARY, NC 2798 0� xo��,y
ADT 2030 = 3950 ROADWAY LENGTH TIP PROJECT R-4416 = 4.04 MILES PROFESSIONAL CORP. LICENSE NUMBER: 4�� �.�f
PIANS DHV = % TOTAL LENGTH TIP PROJEQ R-4476 = 4.04 MILES I N T E R N A T I 0 N A LF-1084 P£
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PROFILE (HORIZONTAL) y - 60 MPH
10 5 0 70 20 LETTING DATE: WARREN E. JOHNSON
` TTST 5.2 DUAL 7.2 OdobeL 2015 PRo�acr orsm.c csc�sc[n pt.
PROFILE (VERTICAL) src.wmnc�
PAVEMENT SCHEDULE
(PREU�II,VAS/ PF/P/FIiT OES':.'il
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HT AII HVEPFGE PFTE OF 16B L65. PEfl 50. YU.
pflOP. VAP. �EPTH HSPHFLT CO:ICHEiE SUHFFCE LOOflSE� iYPE 59.5B,
C� AT AII AVEPAGE flAiE OF 112 LBS. PEP 50. VD. PEP 1" OEPiH. TO
BF PLPCEO I11 LAYEHS I:OT TO EXCEEO 2" 1N �EPiH.
D PPOP. APPflO%. 9'� ASPHALT COI.CPEiE IIITEPNEOIFTE COUFSE�
iYPE 119.OB� HT PN FVEPNGE PATE QF 942 LBS. PEP 50. V0.
PqOP. VAfl. OEPiH PSPHALT COIICPETE iNiEPYE�IATE COURSE�
D' iVPE 119.OB� NT PII AVEPAGE PATE OF I10 LBS. PEP 50. YD. PEP 1"
OEPiII� i0 BE PLNCE� III LFYEPS IIOi LE55 iMAN 213�� ��� �EPiN OP
GPEATEP THPII 4" III DEPTH.
J PPOP. 10" NGGPEGATE BFSE COUPSE.
R NILLED flUMBLE Si0.1P5. SEE OETFIL.
T EAfliH F'ATEPIAL
MILLIIIG ASPHALT PAVE�IEtIi 1 1�2" III OEPTH 4' HI�E
V Hi E%ISTIIlG flIINBLE STPIPS.
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OTE: PAVEUENT EOGE SLOPES AflE i:i UIRE55 SHPdp OTNENIYISE.
SURVEY
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3' AUN.� I.VN �•
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DETAIL SHOWING METHOD OF WEDGING
FOR NPICAL SECTION No. 1& 2
� SURVEY� 4 FMISiING
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DETAIL SHOWING METHOD OF WEDGING
FOR NPICAL SECTION No. 3
VARUBLE SLOpE
VA41A9LE AOPE
VA41ABlE SLOGE
GUAPOFAIL
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TYPICAL SECTION No. 1
nurro :coie
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STA 215+93.77 TO 223+13.
4 _�
4 EXIST.
VAR.
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GW�E t0 iH15 lWE —� I� �IS➢NG IANE I FXIS➢NG VJJE I � GPADE TO 1H15 LINE
(TYPICAL SECTION No. 2� �jj� �
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—L— STA 13+00.00 TO 136+51.79
—L— STA 164+82.88 TO 215+93.77
Sr%F' 2�
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VAf �
0' - 19'
B' 13' IT II' 8'
13'VIRH I]'\VIRI
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D.OB I O�Z POINT � 0.� '2 0.02 I OD8
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F\GI\'EF0. Ft:GI::EER
w >or t.s ro} m�a�nicrro�
VA4IABLE SLOPE
(�Jqo➢?llt
\\ DETAIL No.l
—L— STA 196+00.00 TO 201+50.00
SLOPE
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d9' lY 48'
E�GE Of �Oif�. d8' I.UII, 13' SYIG
PAVED
snoumea p�qCEMENT OF
MILLED RUMBLE STRIP DETAIL
—L— STA 10+00.00 TO 223+13.77
GFADE i0 R11S LWE J i �q�NG WJE I�SiING IANE lI L GFADE t0 1H15 lINE
TYPICAL SECTION No. 3
r:o* ro :ou
—L— STA 136+51.79 TO 164+82.88
SLOPE
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