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 k t a r h m 50138.3.63 b e N.C. k u STATE OF NORTH CAROLINA r 1 a l r h n C C S t STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION u g 2771 a r

D r 85 50138.1.63 HSIP-0485(039) P.E. G R/W a llo w G w $ 50138.2.63 HSIP-0485(039) a o a y R a y R d ll d 485 DIVISION OF HIGHWAYS $ 50138.3.63 HSIP-0485(039) CONST.

J MECKLENBURG B PROJECT %29 1 0 LOCATION: I-485 NORTH BOUND RAMP AT US 29, 0.26 MILES WEST OF PAVILION BLVD. 6 S ir C L n A a o n W n r D e a t th n o iv H n a y B l

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T S T .) ON T R Y T H N OR 2 9 ( U S 16+63.87 -L- END RESURFACING

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Prepared in the Office of: DIVISION OF HIGHWAYS C GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DIVISION TEN O F N H 0 50 100 O E DIVISION DESIGN / CONSTRUCT UNIT I S I O N I ADT = V I G S N O R T H F C H 2012 STANDARD SPECIFICATIONS I O A 1 I R D E O 0 W J ADT = T L PLANS V A I A T N I S A DHV % Y = D D

0 50 100 RIGHT OF WAY DATE: E S D RANDY BOWERS N : 50138.3.63 0.12 P LENGTH OF ROADWAY PROJECT = MILES I O A % PROJECT ENGINEER V

O D = I T I R I 7/6/2016 N/A S T T N I M A TOTAL LENGTH OF STATE PROJECT = MILES : 50138.3.63 0.12 O E T U PROFILE (HORIZONTAL) T = % N N R APPROVED BY T O T D S P C DDC ENGINEER DATE E O F T R A N U S T R V = MPH LETTING DATE: DONALD HARWARD I G N N S R 0 5 10 C O 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

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1 1 EXISTING GROUND EXISTING

T T

MATERIAL

SHOULDER

30-35 SLOPE 30-35 4' (TYP) 4' STA. 10+04.95 TO 10+49.13 -L- STA. 10+49.13 TO 16+63.87 -L- TYPICAL SECTION NO. 2

TYPICAL SECTION NO. 1

SAFETY EDGE SAFETY EXISTING PAVEMENT EXISTING

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G G 23.5' TO 110' 0' TO 23.5'

VARIES VARIES

SAFETY EDGE DETAIL EDGE SAFETY

SURFACE COURSE SURFACE ASPHALT CONCRETE ASPHALT

P P

A A

V V

C1 C1

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T T PROFILE MILLING 10' X1

L X1 C1 T PROFILE MILLING (0'' TO 1.5'') RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 1" ASPHALT CONC. SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE EARTH MATERIAL PAVEMENT SCHEDULE DWG. BY DATE SCALE DESIGN BY APPROVED 5/16 N/A RWB JDH DLS I-485 NB RAMP AT US 29 F.A. PROJECT NO. STATE N.C.

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50138.3.63 T

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PI Sta 12+08.60 -L-

TO THE EXISTING ASPHALT PAVEMENT. ASPHALT EXISTING THE TO

TIE IN TO PROVIDE A SMOOTH TRANSITION SMOOTH A PROVIDE TO IN TIE NOTE: INCIDENTAL MILL APPROX. 25' AT EACH AT 25' APPROX. MILL INCIDENTAL NOTE: DWG. BY DATE SCALE DESIGN BY APPROVED 4/16 1"=50' RWB JDH DLS I-485 NB RAMP AT US 29 F.A. PROJECT NO. HSIP-0485(039) STATE N.C.

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Y S SHEET NO. 3 REVISIONS SHEETS TOTAL SHEET TOTAL STATE STATE PROJECT REFERENCE NO. NO. SHEETS J N.C. 50138.3.63EC-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

W 1630.02 Silt Basin Type B

S 1633.01 Temporary Rock Silt Check Type-A o n L u A k t a r h m k b e u a l r r Temporary Rock Silt Check Type-A with n h C C S t Matting and Polyacrylamide (PAM) u g 2771 a : r

D 1633.02 Temporary Rock Silt Check Type-B r 85 Wattle/Coir Fiber Wattle G a llo w G P w $ a y R a llo a y R d 485 Wattle/Coir Fiber Wattle d 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 . S ir C Infiltration Basin L n A a o n W n r a t th n D e o 8 iv H n a y B l

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l e e d P B e l D n d R r a r e d d B id o 1 r h 2679 S t d rt D S t a n o e h m N s n c t ire F re C th S S r e t Elysian 0 o d r N a

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i it S n a t 485 t g C D r 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

2 GRAPHIC SCALE 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 \ 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A n WITH THE REGULATIONS SET FORTH BY THE DDC UNIT DIVISION 10 o

i 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B s 0 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 e P ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND DIVISION OF HIGHWAYS 7 \ 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 2 9

8 NATURAL RESOURCES DIVISION OF WATER QUALITY. 2 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 9 S 7 U PROFILE (HORIZONTAL) 2012 STANDARD SPECIFICATIONS 1630.01 Riser Basin 2 1634.01 Temporary Rock Sediment Dam Type A t D 3 Silt Basin Type B

a 1630.02 A

5 1634.02 Temporary Rock Sediment Dam Type B :

4 0 p V 1 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A I

m D 6 a Stilling Basin 1 1630.04

0 1635.02 Rock Pipe Inlet Sediment Trap Type B R 1 0 DONALD HARWARD

3028 2 D 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle B -

N Y EROSION CONTROL DESIGNER LEVEL III-A CERTIFICATION # T 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing

A A PROFILE (VERTICAL) 5 M 1631.01 Matting Installation - 8

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k c e M \ Y D R \ C D D \ : S TOTAL STATE PROJECT NO. SHEET NO. SHEETS N.C. 50138.3.63 EC-2 F.A. PROJECT NO. HSIP-0485(039)

T .) N S R YO T T E R G U D T A N B H R U R T T T E 6 " C OR G U 1' - N A N D ( U R B 9 6 " C S 2 2 ' - U 16+63.87 -L- END RESURFACING

L- 0 5 - N + 7 0 . O a . 16 R S T OT t P H

B O U N D R A M P I- 4 8 5 - L- 15 6 1.5 4 a . 14 + P I S t PI Sta 12+08.60 -L- D L = 80.78'

2 T = 40.40' ' - L- 6 - " R = 1,599.53' 6 C 5 U 5 0 . R + B 13 A S a . N t D P I G U T T E R

L- 8 9 8 - 12 + 4 . S a . P T t

2 0 - L- 1+ 6 8 . DI S t a . 1 P C USE WATTLES AROUND DROP INLET BOX EROSION CONTROL MEASURES MAY BE CHANGED, IN FIELD AS DIRECTED BY THE ENGINEER.

10+04.95 -L- BEGIN RESURFACING

0 0 - L- 0 + 0 0 . S t a . 1 P OT 10 I-485 NB RAMP AT US 29

O F N H SCALE 1"=50' O S I O N I REVISIONS G I V I O R T N H C S I O F A 1 H R I D E O 0 W DATE T L 4/16 A V I A T N I S A Y

D S

E DWG. BY DLS N D P O I A I T V I R T I N S T A DESIGN BY I M T U JDH O E R N N O T T S P C D O F T R A N U R E S T APPROVED RWB I G N C O N S TOTAL STATE PROJECT NO. SHEET NO. SHEETS N.C. 50138.3.63 PMP-1 F.A. PROJECT NO. HSIP-0485(039)

TIE TO EXISTING PAVEMENT MARKINGS R T T E G U D A N B R U R T T E " C G U 1' - 6 N D B A C U R 2 ' - 6 "

TB T2 TIE TO EXISTING ) D PAVEMENT MARKINGS S T . ON T R Y UB T H UA OR 9 (N 2 UD

U S 15

' D S D T O R TE A G

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2 ' 12 ' D D 1

12 ' D 4' P.S. D D TC 4' P.S. UB UA

UD PAVEMENT MARKING SCHEDULE D PAVEMENT MARKING LINES TC TA - WHITE EDGELINE (4" , 90 MIL) TU - WHITE DIAGONAL (12" , 90 MIL) TB - YELLOW EDGELINE (4" , 90 MIL) TV - YELLOW DIAGONAL (12" , 90 MIL) TC - 10FT. WHITE SKIP (4" , 120 MIL) T1 - WHITE LINE, RR X (16" , 120 MIL) TD - 3FT.-9FT./SP WHITE MINISKIP (4" , 120 MIL) T2 - WHITE STOPBAR (24" , 120 MIL) D TE - WHITE SOLID LANE LINE (4" , 120 MIL) T3 - WHITE CROSSWALK LINE (24" , 120 MIL) TF - 10FT. YELLOW SKIP (4" , 120 MIL) T4 - WHITE RUMBLE STRIP (4" , 240 MIL) TD TH - YELLOW SINGLE CENTER (4" , 120 MIL) T5 - YELLOW RUMBLE STRIP (4" , 240 MIL) TI - YELLOW DOUBLE CENTER (4" , 120 MIL) T6 - WHITE EDGELINE (6" , 90 MIL) TJ - 10FT. WHITE SKIP (6" , 120 MIL) T7 - YELLOW EDGELINE (6" , 90 MIL) 2 TK - 3FT.-9FT./SP WHITE MINISKIP (6" , 120 MIL) T8 - 2FT.-6FT./SP WHITE MINISKIP (4" , 120 MIL) ' - 6 TL - WHITE SOLID LANE LINE (6" , 120 MIL) T9 - 2FT.-6FT./SP YELLOW MINISKIP (4" , 120 MIL) " C TM - 10FT. YELLOW SKIP (6" , 120 MIL) T10 - 3FT.-3FT./SP WHITE MINISKIP (12" , 120 MIL) U R TN - WHITE GORELINE (8" , 90 MIL) T11 - 2FT.-6FT./SP WHITE MINISKIP (6" , 120 MIL) B A TO - WHITE DIAGONAL (8" , 90 MIL) T12 - 2FT.-6FT./SP YELLOW MINISKIP (6" , 120 MIL) N TP - YELLOW DIAGONAL (8" , 90 MIL) T13 - 3FT.-9FT./SP WHITE MINISKIP (8" , 120 MIL) D G U TQ - WHITE CROSSWALK LINE (8" , 120 MIL) T14 - 3FT.-9FT./SP WHITE MINISKIP (12" , 120 MIL) T T TR - WHITE SOLID LANE LINE (8" , 120 MIL) T15 - YELLOW SINGLE CENTER (6" , 120 MIL) E TS - WHITE GORELINE (12" , 90 MIL) T16 - YELLOW DOUBLE CENTER (6" , 120 MIL) R TT - WHITE SOLID LANE LINE (12" , 120 MIL) T17 - 3FT.-3FT./SP WHITE MINISKIP ENTRANCE LINE (8" , 120 MIL) PAVEMENT MARKING SYMBOLS UA -LEFT TURN ARROW (90 MIL) UU - FISH-HOOK STRAIGHT ARROW (90 MIL) UB - RIGHT TURN ARROW (90 MIL) UV - FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) UC - STRAIGHT ARROW (90 MIL) UW - FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) UD - COMBO. LEFT/STRAIGHT ARROW (90 MIL) UX - FISH-HOOK LEFT/RIGHT ARROW (90 MIL) UE - COMBO. RIGHT/STRAIGHT ARROW (90 MIL) UY - FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) D UF - COMBO. LEFT/RIGHT ARROW (90 MIL) UZ - FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) N O UG - COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL) TD R T UH - HANDICAP PARKING (90 MIL) WA - FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) H UI - ALPHANUMERIC CHAR. (120 MIL) DI WB - FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) B UJ - BICYCLE SYMBOL (90 MIL) WC - FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) O U UK - BICYCLE STRAIGHT ARROW (90 MIL) N D UL - BICYCLE CHAR. (120 MIL) MA - PERMANENT RAISED MARKER (YELLOW & YELLOW) R UM - 12" YIELD LINE TRIANGLE (90 MIL) MB - PERMANENT RAISED MARKER (CRYSTAL & RED) A M UN - 24" YIELD LINE TRIANGLE (90 MIL) MC - PERMANENT RAISED MARKER (YELLOW & RED) P

UO - BICYCLE LEFT ARROW (90 MIL) MD - PERMANENT RAISED MARKER (YELLOW) I- UP - MERGE ARROW (90 MIL) ME - SNOWPLOWABLE MARKER (YELLOW & YELLOW) 4 8 TA UQ - RAMP ARROW SYMBOL (90 MIL) MF - SNOWPLOWABLE MARKER (CRYSTAL & RED) 5 UR - SHARROW (90 MIL) MG - SNOWPLOWABLE MARKER (YELLOW & RED) TIE TO EXISTING US - BICYCLE LOOP DETECTOR (90 MIL) ML - PERMANENT RAISED MARKER (CRYSTAL & CRYSTAL) UT - U-TURN ARROW (90 MIL) MO - SNOWPLOWABLE MARKER (CRYSTAL & CRYSTAL) PAVEMENT MARKINGS

TB I-485 NB RAMP AT US 29 TIE TO EXISTING PAVEMENT MARKINGS O F N H SCALE 1"=50' O S I O N I REVISIONS G I V I O R T N H C S I O F A 1 H R I D E O 0 W DATE T L 4/16 A V I A T N I S A Y

D S

E DWG. BY DLS N D P O I A I T V I R T I N S T A DESIGN BY I M T U JDH O E R N N O T T S P C D O F T R A N U R E S T APPROVED RWB I G N C O N S