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Mecklenburg B Project %29 1 0 Location: I-485 North Bound Ramp at Us 29, 0.26 Miles West of Pavilion Blvd

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Mecklenburg B Project %29 1 0 Location: I-485 North Bound Ramp at Us 29, 0.26 Miles West of Pavilion Blvd SHEET TOTAL STATE STATE PROJECT REFERENCE NO. NO. SHEETS S n o L u A rk t a h m N.C. 50138.3.63 1 b e STATE OF NORTH CAROLINA lk u a r r Ch n C t S STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION u g 2771 a r D 85 r 50138.1.63 HSIP-0485(039) P.E. G $ a R/W llowa Galloway Rd 50138.2.63 HSIP-0485(039) y Rd 485 DIVISION OF HIGHWAYS HSIP-0485(039) CONST. $ 50138.3.63 J MECKLENBURG B PROJECT %29 1 0 LOCATION: I-485 NORTH BOUND RAMP AT US 29, 0.26 MILES WEST OF PAVILION BLVD. 6 Si r C Ln An a aton W t r De h ni on v H y a e B l D u S M rt r 5 n t ia n r g y D e D fr a L r ie d a n n k e d P l e d e l B D n R rd a r e d id r B o t - h 2679 S d rt D St an RESURFACING, RECONFIGURING SIGNALS, AND o e chm TYPE OF WORK: N s n t ire Fre C th S S r e t Elysian o THERMOPLASTIC PAVEMENT MARKINGS. d r N a n e a l F p i 3047 e e H s l 85 d P e E o r s k i t S 485 in a t g t $ C Dr e W $ h u : r c h S R 29 to n e d 2472 Q % u a P r ry R d I VICINITY MAP NOT TO SCALE .) T ST N RYO T RTH (NO 29 16+63.87 -L- US END RESURFACING N 3 O R T H 6 B . O U N D 3 R A M . P I- 4 8 8 5 3 1 0 5 10+04.95 -L- BEGIN RESURFACING : T Prepared in the Office of: DIVISION OF HIGHWAYS C GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DIVISION TEN N O F 0 50 100 DIVISION DESIGN / CONSTRUCT UNIT O IO H E I IS N I ADT = V NORTH G S I F C 2012 STANDARD SPECIFICATIONS O A 1 H I R D E O 0 W J ADT = T L PLANS V A I T A N I S A DHV = % Y D D E 0 50 100 RIGHT OF WAY DATE: RANDY BOWERS S D N LENGTH OF ROADWAY PROJECT: 50138.3.63 0.12 = MILES P I O A D = % PROJECT ENGINEER V O I T I R I 7/6/2016 N/A S T T N I M A T = % TOTAL LENGTH OF STATE PROJECT: 50138.3.63 0.12 = MILES O E T U APPROVED BY PROFILE (HORIZONTAL) N N R T O T D SP C DDC ENGINEER DATE E OF TRAN U S TR V = MPH LETTING DATE: DONALD HARWARD IGN ONS R 0 5 10 C July 27, 2016 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) P 05-JUL-2016 11:52 S:\DDC\RDY\Mecklenburg\I-485 NB Ramp at US29\tsh\I485_NBramp_US29_me7_tsh.dgn dlsimpson AT D10DIVCAD279827 TOTAL STATE PROJECT NO. SHEET NO. SHEETS N.C. 50138.3.63 2 F.A. PROJECT NO. HSIP-0485(039) 4' (TYP) ASPHALT CONCRETE VARIES SURFACE COURSE 30-35 SLOPE SHOULDER MATERIAL SAFETY EDGE EXISTING GROUND EXISTING PAVEMENT SAFETY EDGE DETAIL PAVEMENT SCHEDULE 23.5' TO 110' VARIES PROP. APPROX. 1" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE C1 RATE OF 168 LBS. PER SQ. YD. T C1 10' PROFILE MILLING T EARTH MATERIAL NG PAVE 2:1 EXISTI MENT X1 PROFILE MILLING (0'' TO 1.5'') X1 TYPICAL SECTION NO. 2 STA. 10+49.13 TO 16+63.87 -L- EXISTING BRIDGE 0' TO 23.5' BARRIER WALL VARIES T C1 2:1 EXISTING PAVEMENT TYPICAL SECTION NO. 1 STA. 10+04.95 TO 10+49.13 -L- I-485 NB RAMP AT US 29 O F N H SCALE N/A I O IS IO N I REVISIONS V ORT G N H C S I OF A 1 H I R D E O 0 W DATE 5/16 T L V A I A T N I S A Y D D S DWG. BY E DLS N D P O I A I T V I R T I N S T A DESIGN BY JDH I M T U O E R N N O T T SP C D OF RAN U ES T TR APPROVED RWB IGN CONS TTER 1'-6" CURB AND GU POT Sta. 16+70.05 -L- US 29 (NORTH TRYON ST.) 2'-6" CURB AND GUTTER 16+63.87 -L- END N RESURFACING O STATE R PROJECT NO. T N.C. H F.A. PROJECT50138.3.63 NO. HSIP-0485(039) SHEET NO. B TOTAL O 3 SHEETS U N D 15 R A M P PI Sta. 14+61.54 -L- I - 4 8 5 PI Sta. 13+50.56 -L- PI Sta 12+08.6012+08.60 -L- 2 2 D ' ' - - 6 6 " " C C L = 80.78' PT Sta. 12+48.98 -L- U U R R B B T = 40.40' A A R = 1,599.53' N N D D G G U U T T T T E E R R PC Sta. 11+68.20 -L- DI 10+04.95 -L- BEGIN RESURFACING 10 POT Sta. 10+00.00 -L- NOTE: INCIDENTAL MILL APPROX. 25' AT EACH TIE IN TO PROVIDE A SMOOTH TRANSITION TO THE EXISTING ASPHALT PAVEMENT. I-485 NB RAMP AT US 29 SCALE DATE DWG. BY 1"=50' DESIGN BY 4/16 APPROVED DLS I O N O S IS F I I V IO JDH D OF N H V E OR N I T TH A I T C S G D A RWB D R 1 O H E D L 0 I P W V I A I N R S A A I T O M N E Y N N D T O S REVISIONS E I O T IT S F A IG T T N N RANSPO R U C T ONSTR UC SHEET TOTAL STATE STATE PROJECT REFERENCE NO. NO. SHEETS J N.C. 50138.3.63 EC-1 STATE OF NORTH CAROLINA STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION B 1 DIVISION OF HIGHWAYS 0 6 EROSION AND SEDIMENT CONTROL MEASURES Std. # Description Symbol 5 PLAN FOR PROPOSED 1630.03 Temporary Silt Ditch TSD 1630.05 Temporary Diversion - TD HIGHWAY EROSION CONTROL 1605.01 Temporary Silt Fence 1606.01 Special Sediment Control Fence 1622.01 Temporary Berms and Slope Drains 1630.02 W Silt Basin Type B S 1633.01 Temporary Rock Silt Check Type-A o n L u A rk t ba h m lk e u a r r Temporary Rock Silt Check Type-A with h n C C t S Matting and Polyacrylamide (PAM) u g 2771 a : r D 85 1633.02 Temporary Rock Silt Check Type-B r Wattle/Coir Fiber Wattle G $ a llowa Galloway R P y Rd d 485 Wattle/Coir Fiber Wattle $ with Polyacrylamide (PAM) I 1634.01 Temporary Rock Sediment Dam Type-A 1634.02 Temporary Rock Sediment Dam Type-B 1635.01 Rock Pipe Inlet Sediment Trap Type-A T 1635.02 Rock Pipe Inlet Sediment Trap Type-B 1630.04 Stilling Basin 1630.06 Special Stilling Basin Rock Inlet Sediment Trap: PROJECT 29 1632.01 Type A A 3 % 1632.02 Type B B 6 1632.03 Type C C . Skimmer Basin 3 Tiered Skimmer Basin . Si r C Infiltration Basin Ln An a aton W t r De ho ni 8 n v H y a e B l r D u S M t r n t ia n r g y D e D fr a L r ie 3 d a n n k e d P l e d e l B D n R r a r e d di B do 1 t r h 2679 S d rt D St an o e chm N s n t ire Fre C h S S rt e Elysian o t 0 d r N a n e a l F p i 3047 e e H s l 85 d P e E o r s k 5 i t S 485 in a t g t $ C Dr e $ h u r c : h S R 29 to n e d 2472 Q % u a T r ry R d C VICINITY MAP NOT TO SCALE n E g d . p c e J _ 7 e m ROADSIDE ENVIRONMENTAL UNIT _ 9 GRAPHIC SCALE 2 DIVISION OF HIGHWAYS Roadway Standard Drawings S U _ STATE OF NORTH CAROLINA O p The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design m 0 a r Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest B N Prepared in the Office of: revison thereto are applicable to this project and by reference hereby are considered a part of _ 5 these plans. 8 R 4 I PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY \ DDC UNIT DIVISION 10 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A n WITH THE REGULATIONS SET FORTH BY THE o i 0 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B s NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 DEPARTMENT OF TRANSPORTATION o 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C r DIVISION OF HIGHWAYS e P ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 7 1607.01 Gravel Construction Entrance \ 1633.01 Temporary Rock Silt Check Type A 2 9 NATURAL RESOURCES DIVISION OF WATER QUALITY.
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