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concept-0006327 concept- roll plot ... - barrow county georgia · s t a 7 1 + 6 0 . 0 0 , 5 2 . 4...

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  • Concept-0006327 CONCEPT- ROLL PLOT ... - Barrow County Georgia · s t a 7 1 + 6 0 . 0 0 , 5 2 . 4 ’ l t e n d m s e r e t a i n i n g w a l 5 s ta 3 7 4 + 0 0 . 0 0 , 4 . 5 5 ’
1
S T A37 1 + 60 . 0 0 , 5 2 . 34 ’ L T E N DM S ER E T A I N I N GW A LL5 S T A3 7 4 + 0 0 . 0 0 , 54 . 5 5 ’ R T E N DM S ER E T A I N I N GW A L L6 S T A3 5 4 + 25 . 0 0 , 45 . 0 0 ’L T B E G I NM S ER ET A I N I N GW A LL5 S T A3 6 0 + 0 0 . 0 0 ,5 9 . 00 ’R T E N DM S ER ET A I N I NGW A L L4 S T A3 19 + 0 0 . 00 , 59 . 0 0 ’ R T E NDM S ER E T A I N I N GW A L L3 S T A3 5 0 + 60 . 0 0 , 45 . 0 0 ’R T B E G I NM S ER ET A I N I N GW A L L4 S T A3 16 + 0 2 . 50 , 47 . 7 0 ’ R T B E G I NM S ER ET A I N I N GW A L L3 C S X RR E X I S T R / W 1 00 ’ S T A3 0 2 + 5 0 . 0 0 , 4 5 . 0 0 ’ R T E N DM S ER E T A I N I N GW A L L1 S T A3 0 5 + 0 0 . 0 0 , 4 5 . 00 ’ L T E N DM S ER E T A I N I N GW A LL2 WE S T WI ND E R B Y P A SS W E S T W I ND E R BY P A SS HISTORICAL BOUNDARY PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED BRIDGE POTENTIAL DISPLACEMENTS POTENTIAL RETAINING WALL HISTORICAL BOUNDARY PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED BRIDGE POTENTIAL DISPLACEMENTS POTENTIAL RETAINING WALL CS X R A I L R OAD M I LE P O S T 5 . 65 PHASE I 10’-0" 10’-0" C L 2% 12’-0" 12’-0" Travel Lane Travel Lane Travel Lane Travel Lane 2’-6" 0’-6" 0’-6" 2’-6" 4% 4’-0" 4 : 1 12’-0" 10’-0" 6% 2 : 1MAX e x i s t i ng 10’-0" 4 : 1 4’-0" 4’-0" GADOT 11’-0" 11’-0" 23’-0" 23’-0" 70’-0" MINIMUM R/W 70’-0" MINIMUM R/W Grade Profile 2% 4% 6% Normal Crown (D.S. 45mph) 4 L a n e s Wit ha 20 ’ M e d i a n New Location BR I DG ES T A258 + 37R T I N S T A LLT P6AN C H O R E NDT - B E A MGU A R D R A I L BR I D G ES T A262 + 6 6R T B E G I NT - B E A MGUA R D R A I L I N S T A LLT P6AN C H O R S T A26 2 + 8 4R T B E G I NW - B E A MGU A R D R A I L E NDT - B E A MG U A R D R A I L BR I DG ES T A2 62 + 66LT B E G I NT - B E A MGUA R D R A I L I N S T A LLT P6AN C HO R 1 0 0 + 00 105 + 00 115 + 00 12 0 + 00 125 + 00 130 + 00 135 + 00 140 + 00 150 + 00 180 + 00 185 + 00 190 + 00 195 + 00 200 + 00 205 + 00 21 5 + 00 220 + 00 2 2 5 + 0 0 2 30 + 0 0 270 + 00 280 + 00 285 + 00 29 0 + 00 295 + 0 0 310 + 00 315 + 00 320 + 00 330 + 00 335 + 00 340 + 00 3 5 0 + 00 3 9 5 + 00 1 0 0 + 00 105 + 00 110 + 00 115 + 00 12 0 + 00 125 + 00 130 + 00 135 + 00 140 + 00 145 + 00 150 + 00 155 + 00 16 0 + 00 16 5 + 00 170 + 0 0 175 + 00 180 + 00 185 + 00 190 + 00 200 + 00 205 + 00 210 + 00 21 5 + 00 220 + 00 2 2 5 + 0 0 2 30 + 0 0 2 35 + 0 0 2 4 0 + 0 0 245 + 00 250 + 00 255 + 00 260 + 00 265 + 00 270 + 00 2 75 + 00 280 + 00 285 + 00 29 0 + 00 295 + 0 0 300 + 00 3 05 + 0 0 310 + 00 315 + 00 320 + 00 325 + 00 330 + 00 335 + 00 340 + 00 345 + 0 0 3 5 0 + 00 3 5 5 + 00 360 + 0 0 36 5 + 00 370 + 0 0 375 + 00 38 0 + 00 38 5 + 00 390 + 0 0 W E S T W I N D E R B Y P A S S W E S T W I ND E R B Y P A SS HALL FARM H ELT ON AG R I C U LT U R A L D I S T R I C T DISTRICT HELTON AGRICULTURAL DUNAGAN HOUSE C A R L Y LE - B L AK E Y F A R M HALL FARM H ELT ON AG R I C U LT U R A L D I S T R I C T SCBT, NA C A T HO L I C C HU RC H S T . M A TT H E W INTERNATIONAL, INC JOHNS MANVILLE INTERNATIONAL, INC JOHNS MANVILLE BARROW COUNTY MONTANA DEVELOPMENT, INC PHASE II PHASE I M I LE P O S T 2 . 71 PHASE III M I LE P O S T 0 . 00 P A T R I C K M I LL R OAD H H H H H H H H H BA RR O W I NDUS T R I A L P K W Y K E NNE DY S ELL S R D S W EASEMENT COLONIAL PIPELINE EASEMENT COLONIAL PIPELINE C ON C E P T P L A N B A RR O W C OUN T Y P HA S E III P . I . NU M B E R 0 0 10555 P HA S E II P . I . N U M B E R 0 010554 P HA S E I P . I . N U M B E R 000632 7 P R O J E C T N O . C SS T P - 0006 - 00 ( 327 ) W E S T W I ND E R B Y P A SS B OA R D O F C O MM I SS I ON E R S B A RR O W C OUN T Y NGINEERS ONSULTING TLANTA A C E EGISTER R N ELSON nvironmental onsultants C E BARRICADE RAMP 400 800 SCALE IN FEET 0 200 400 800 SCALE IN FEET 0 200 0 . 00 ’ L T + 03 . 71 S T A25 8 + 19R T B E G I NT - B E A MG UA R D R A I L E NDW - B E A MGUA R D R A I L S T A2 67 + 87R T I N S T A LLT PIA N C H O R E NDW - B E A MG UA R D R A I L S T A280 + 40R T B E G I NW - B E A MGUA R D R A I L A N C H O R AG ET Y P E12 I N S T A L LGU A R D R A I L S T A2 8 3 + 8 7R T I N S T A L LT PI AN C H O R E N DW - B E A MG U A R D R A I L S T A2 9 9 + 82R T B E G I NT - B E A MGU A R D R A I L E N DW - B E A MGU A R D R A I L S T A29 8 + 4 0R T B E G I NW - B E A MGUA R D R A I L A N C H O R AG ET Y P E12 I N S T A LLG U A R D R A I L M S EW A LLS T A30 0 + 0 0R T I N S T A L LT P6AN C H O R E NDT - B E A MG U A R D R A I L S T A30 2 + 6 8R T B E G I NW - B E A MG U A R D R A I L E NDT - B E A MGU A R D R A I L S T A3 0 7 + 3 7 R T I N S T A L LT PI A N C H O R E NDW - B E A MG UA R D R A I L M S EW A L LS T A3 0 2 + 5 0R T B E G I NT - B E A MG UA R D R A I L I N S T A LLT P6A N C HO R S T A31 3 + 9 0 R T B E G I NW - B E A MGUA R D R A I L AN C HO R AG ET Y P E1 2 I N S T A L LG U A R D R A I L S T A3 1 5 + 8 4 . 5 R T B E G I NT - B E A MGUA R D R A I L E N DW - B E A MG U A R D R A I L M S EW A LLS T A31 6 + 02 . 5 R T I N S T A L LT P6 A N C HO R E NDT - B E A MG UA R D R A I L S T A3 1 9 + 18 R T B E G I NW - B E A MGU A R D R A I L E N DT - B E A MGU A R D R A I L M S EW A L LS T A319 + 00 R T B E G I NT - B E A MG UA R D R A I L I N S T A LLT P6 AN C HO R S T A326 + 5 5 R T B E G I NW - B E A MGUA R D R A I L AN C H O R A G ET Y P E12 I N S T A LLGUA R D R A I L S T A33 6 + 05R T I N S T A LLT PI A N C HO R E NDW - B E A MGU A R D R A I L S T A35 0 + 42R T B E G I NT - B E A MG U A R D R A I L E N DW - B E A MG UA R D R A I L M S EW A L LS T A350 + 60R T I N S T A LLT P6A N C H O R E N DT - B E A MG U A R D R A I L S T A3 6 0 + 18R T B E G I NW - B E A MGU A R D R A I L E N DT - B E A MGUA R D R A I L M S EW A LLS T A36 0 + 00R T B E G I NT - B E A MG UA R D R A I L I N S T A LLT P6AN C H O R S T A3 6 2 + 4 5 W - B E A MG U A R D R A I LS E C T I ON I N S T A L L2 5L FP R E C U R V E D I N S T A L LT P1AN C HO R M S EW A L LS T A3 67 + 8 9 . 4 1R T I N S T A L LT P6AN C H O R E N DT - B E A MGU A R D R A I L S T A3 6 7 + 71 . 41R T B E G I NT - B E A MG U A R D R A I L E N DW - B E A MG UA R D R A I L S T A3 7 4 + 1 8 R T B E G I NW - B E A MGUA R D R A I L E N DT - B E A MG UA R D R A I L M S EW A L LS T A3 7 4 + 0 0 R T B E G I NT - B E A MGUA R D R A I L I N S T A LLT P6 A N C H O R S T A37 4 + 55 . 5 R T I N S T A L LT PI A N C HO R E NDW - B E A MGUA R D R A I L S T A25 8 + 19LT B E G I NT - B E A MGUA R D R A I L E NDW - B E A MGUA R D R A I L BR I DG ES T A2 5 8 + 3 7LT I N S T A LLT P6AN C HO R E NDT - B E A MGUA R D R A I L S T A2 62 + 84LT B E G I NW - B E A MGUA R D R A I L E N DT - B E A MGUA R D R A I L S T A2 6 9 + 10LT AN C H O R A G ET Y P E12 I N S T A LLG UA R D R A I L E N DW - B E A MGU A R D R A I L S T A276 + 13LT B E G I NW - B E A MGU A R D R A I L I N S T A LLT PIA N C HO R S T A27 8 + 1 0LT A N C HO R A G ET Y P E1 2 I N S T A L LGU A R D R A I L E N DW - B E A MG UA R D R A I L S T A2 8 0 + 83L T B E G I NW - B E A MG U A R D R A I L I N S T A L LT PI A N C H O R S T A28 4 + 60LT A N C H O R A G ET Y P E12 I N S T A LLGUA R D R A I L E NDW - B E A MGU A R D R A I L S T A2 9 6 + 63L T B E G I NW - B E A MGU A R D R A I L I N S T A LLT PI AN C HO R S T A3 0 0 + 6 2L T B E G I NT - B E A MG U A R D R A I L E N DW - B E A MGU A R D R A I L M S EW A LLS T A3 00 + 8 0L T I N S T A L LT P6AN C H O R E NDT - B E A MG U A R D R A I L S T A3 00 + 10 W - B E A MG U A R D R A I LS E C T I O N I N S T A LL2 5L FP R E C U R V E D I N S T A L LT P1AN C H O R S T A2 9 9 + 3 9L T AN C H O R AG ET Y P E1 2 I N S T A L LGUA R D R A I L E NDW - B E A MG U A R D R A I L S T A3 1 0 + 10 LT AN C H O R AG ET Y P E12 I N S T A LLGUA R D R A I L E NDW - B E A MGUA R D R A I L S T A314 + 6 3 LT B E G I NW - B E A MG UA R D R A I L I N S T A LLT PI AN C H O R S T A321 + 6 0 LT AN C HO R AG ET Y P E1 2 I N S T A LLGUA R D R A I L E NDW - B E A MGUA R D R A I L S T A327 + 6 0 LT AN C HO R AG ET Y P E12 I N S T A LLGUA R D R A I L E NDW - B E A MGUA R D R A I L S T A3 3 5 + 1 0L T A N C H O R A G ET Y P E12 I N S T A L LG U A R D R A I L E N DW - B E A MG U A R D R A I L S T A331 + 63 LT B E G I NW - B E A MG U A R D R A I L I N S T A L LT PI AN C HO R S T A3 33 + 6 2 . 5 LT A N C HO R A G ET Y P E12 I N S T A LLGUA R D R A I L E NDW - B E A MG UA R D R A I L S T A3 7 1 + 7 8 LT B E G I NW - B E A MGUA R D R A I L E NDT - B E A MGU A R D R A I L M S EW A LLS T A3 7 1 + 6 0 LT B E G I NT - B E A MGU A R D R A I L I N S T A LLT P6 A N C H O R S T A380 + 60 LT B E G I NW - B E A MGUA R D R A I L I N S T A LLT PI AN C HO R S T A3 8 6 + 5 0 LT A N C HO R AG ET Y P E12 I N S T A L LGUA R D R A I L E NDW - B E A MGUA R D R A I L S T A30 0 + 0 0 . 0 0 , 45 . 0 0 ’ R T B E G I NM S ER ET A I N I N GW A LL1 S T A3 0 0 + 8 0 . 0 0 , 4 5 . 0 0 ’ LT B E G I NM S ER ET A I N I N GW A LL2 S T A305 + 18 L T B E G I NW - B E A MG UA R D R A I L E N DT - B E A MGU A R D R A I L M S EW A L LS T A30 5 + 00 L T B E G I NT - B E A MGUA R D R A I L I N S T A LLT P6 A N C HO R S T A3 5 3 + 5 7LT B E G I NW - B E A MGUA R D R A I L I N S T A LLT PIAN C H O R S T A3 5 4 + 0 7L T B E G I NT - B E A MG U A R D R A I L E N DW - B E A MGU A R D R A I L M S EW A LLS T A354 + 25LT I N S T A LLT P6A N C HO R E NDT - B E A MGUA R D R A I L S T A367 + 89 . 41 , 47 . 00 ’ R T B E G I NM S ER ET A I N I NGW A LL6 45 . 0 ’R T S T A353 + 97 . 13 5 7 . 0 ’R T S T A355 + 77 . 13 59 . 0 ’R T S T A35 9 + 50 . 4 1 57 . 0 ’R T S T A3 58 + 60 . 4 1 G. M. D. 243 G. M. D. 249 G. M. D. 31 6 G. M. D. 243 G. M. D. 3 16 G. M. D. 249 APPROXI MATE G. M. D. L I NE APPROXI MATE G. M. D. L I NE APPROXI MAT E G. M. D. L I NE G . M. D . 3 1 6 G . M. D . 2 4 9 A PP R OX I MA TE G . M. D . L I N E G. M. D. 249 G. M. D. 2 4 3 AP P R OXI MATE G. M. D. L I NE G. M. D. 243 G. M. D. 316 APP R OXI MATE G. M. D. L I NE G. M. D. 2 4 3 G. M. D. 2 49 AP P R OXI MATE G. M. D. L I NE A P P R O X I MA T E G . M. D . L I N E G . M. D . 2 4 9 G . M. D . 3 1 6 G. M. D. 2 43 G. M. D. 2 4 9 G. M. D. 243 G. M. D. 316 E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S TR / W E X I S TR / W E X I S TR / W E X I S TR / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W E X I S T R / W P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L A P P R O X I MA T E G . M. D . L I N E G . M. D . 3 1 6 G . M. D . 2 49 P L E X I S T R / W E X I S T R / W E X I S T R / W C S X R R E X I S T R / W 12 5 ’ C S X R R E X I S T R / W 1 2 5 ’ C S X R R E X I S T R / W 1 0 0 ’ C S X RR E X I S T R / W 1 25 ’ C S X RR E X I S T R / W 12 5 ’ C S X R R E X I S T R / W 1 0 0 ’ C S X R R E X I S T R / W 1 00 ’ S R 8 P A T R I C K M I LL R OAD BUR S ON M ADDOX R OAD S R 21 1 S R 211 R OAD P E A R L P E NT E CO S T S R 3 1 6 B A RR OW P A R K DR I V E BANKH E AD H W Y . CONNE CT O R BANKH E AD H W Y . R OAD M A TT H E W S S CH OO L B I LL R UTLE DGE R OA D F R E D K I L C R E A S E R OAD T OM M I LLE R R OAD C A R L B ET HLE HE M R OAD 59 . 0 0 ’ R T S T A3 1 7 + 71 . 60 PHASE III PRECISION PLANNING, INC. (770) 338-8000 LAWRENCEVILLE, GA 30046 400 PIKE BLVD, P.O. BOX 2210 PLANNERS, ENGINEERS ARCHITECTS & SURVEYORS POTENTIAL HAZARDOUS MATERIALS SITE PROPOSED EDGE OF PAVED SHOULDER PROPOSED EDGE OF PAVEMENT PROPOSED ALIGNMENT LEGEND STREAM WETLAND POTENTIAL HAZARDOUS MATERIALS SITE PROPOSED EDGE OF PAVED SHOULDER PROPOSED EDGE OF PAVEMENT PROPOSED ALIGNMENT LEGEND STREAM WETLAND C S X R R E X I S T R / W 100 ’ S T A251 + 90R T B E G I NW - B E A MG U A R D R A I L A N C HO R AG ET Y P E12 I N S T A LLGUA R D R A I L M I LE P O S T 1 . 04 PHASE II P L

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Page 1: Concept-0006327 CONCEPT- ROLL PLOT ... - Barrow County Georgia · s t a 7 1 + 6 0 . 0 0 , 5 2 . 4 ’ l t e n d m s e r e t a i n i n g w a l 5 s ta 3 7 4 + 0 0 . 0 0 , 4 . 5 5 ’

STA 371+60.00, 52.34’

LT

END

MSE

RETAININ

G WA

LL 5

STA 374+00.00, 54.55’

RT

END

MSE

RETAININ

G WA

LL 6

STA 354+25.00, 45.00’ LT

BEGIN MSE RETAINING WALL 5

STA 360+00.0

0, 59.00’ RT

END MSE

RETAINING WALL 4

STA 319+00.00, 59.00’ RT

END

MSE RETAINING

WALL 3

STA 350+60.00, 45.00’ RT

BEGIN MSE RETAINING WALL 4

STA 316+02.50, 47.70’ RT

BEGIN

MSE RETAINING

WALL 3

CSX RR EXIST R/

W 100’

STA 302+50.00, 45.00’ RT

END MSE RETAINING WALL 1

STA 305+00.00, 45.00’ LT

END MSE RETAINING WALL 2

WEST WINDER BYPASS

WEST WIN

DER B

YPASS

HISTORICAL BOUNDARY

PROPERTY LINE

PROPOSED RIGHT-OF-WAY

PROPOSED BRIDGE

POTENTIAL DISPLACEMENTS

POTENTIAL RETAINING WALL

HISTORICAL BOUNDARY

PROPERTY LINE

PROPOSED RIGHT-OF-WAY

PROPOSED BRIDGE

POTENTIAL DISPLACEMENTS

POTENTIAL RETAINING WALL

CS

X R

AIL

RO

AD

MILEPOST 5.65

PHASE I

NELSONConsultants

REGISTERREGISTEREnvironmental

10’-0" 10’-0"

CL

2%

12’-0"12’-0"

Travel Lane Travel LaneTravel LaneTravel Lane

2’-6"

0’-6" 0’-6"

2’-6"

4%

4’-0"

4:1

12’-0"10’-0"

6%

2:1 M

AX

existing

10’-0"

4:1

4’-0"

4’-0"

GADOTLOWNDES

11’-0"11’-0"

23’-0" 23’-0"

70’-0" MINIMUM R/W 70’-0" MINIMUM R/W

GradeProfile

2%4%

6%

Normal Crown

(D.S. 45mph)

4 Lanes With a 20’ Median

New Location

BRIDGE

STA 25

8+37 R

T

INSTAL

L TP 6 ANCHOR

END T-BE

AM GUARDRAIL

BRIDGE

STA 26

2+66 R

T

BEGIN

T-BEAM G

UARDRAIL

INSTAL

L TP 6 ANCHOR STA

262+8

4 RT

BEGIN

W-BEAM G

UARDRAIL

END T-BE

AM GUARDRAIL

BRIDGE

STA 26

2+66 L

T

BEGIN

T-BEAM G

UARDRAIL

INSTAL

L TP 6 ANCHOR

100+00

105+00

115+00

120+00

125+00

130+00

135+00

140+00

150+00

180+00

185+00

190+00

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215+00 220+00

225+

00

230+

00

270+00

280+00 285+00

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00

295+00

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330+00

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340+00

350+00

395+00

100+00

105+00

110+00

115+00

120+00

125+00

130+00

135+00

140+00

145+00

150+00

155+00

160+00 165+00

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180+00

185+00

190+00

200+00

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215+00 220+00

225+

00

230+

00

235+

00

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00

245+00 250+00

255+00 260+00

265+00

270+00

275+00

280+00 285+00

290+

00

295+00

300+

00

305+

00

310+00

315+00

320+00

325+00

330+00

335+00

340+00 345+00

350+00

355+00

360+00

365+00

370+00

375+00

380+00

385+00

390+00

WEST WIN

DER BYP

ASS

WEST WINDER BYPASS

HALL FARM

HELTON AGRICULTURAL DISTRICT

DISTRICTHELTON AGRICULTURAL

DUNAGAN HOUSE

CARLYLE-BLAKEY FARM

HALL FARM

HELTON AGRICULTURAL DISTRICT

SCBT, NA

CATHOLIC

CHURCH

ST. M

ATTHEW

INTERNATIONAL, INC

JOHNS MANVILLE

INTERNATIONAL, INC

JOHNS MANVILLE

BARROW COUNTY

MONTANA DEVELOPMENT, INC

PHASE II PHASE I

MILEPOST 2.71 PHASE III

MILEPOST 0.00

PATRICK MILL ROAD

H

H

H

H

H

HH

H

H

BA

RR

OW I

ND

US

TRIA

L P

KW

Y

KE

NN

ED

Y S

ELLS R

D S

W

EASEMENTCOLONIAL PIPELINE

EASEMENTCOLONIAL PIPELINE

CONCEPT PLAN

BARROW COUNTY

PHASE III P.I. NUMBER 0010555

PHASE II P.I. NUMBER 0010554

PHASE I P.I. NUMBER 0006327

PROJECT NO. CSSTP-0006-00(327)

WEST WINDER BYPASS

BOARD OF COMMISSIONERS

BARROW COUNTY

NGINEERS

ONSULTING

TLANTAACE

EGISTERR NELSONnvironmental onsultantsCE

BARRICADE RAMP

400 800

SCALE IN FEET

0 200400 800

SCALE IN FEET

0 200

0.00’LT

+03.71

STA 25

8+19 R

TBEG

IN T-B

EAM GUARDRAIL

END W-BE

AM GUARDRAIL

STA 267+

87 RT

INSTALL

TP I ANCHOR

END W-BEAM GUARDRAIL

STA 28

0+40 R

T

BEGIN

W-BEAM G

UARDRAIL

ANCHORAGE TYP

E 12

INSTAL

L GUARDRAIL

STA 28

3+87 R

T

INSTAL

L TP I ANCHOR

END W-BE

AM GUARDRAIL

STA 299+82 RT

BEGIN T-BEAM GUARDRAIL

END W-BEAM GUARDRAIL

STA 298+40 RT

BEGIN W-BEAM GUARDRAIL

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

MSE WALL STA 300+00 RT

INSTALL TP 6 ANCHOR

END T-BEAM GUARDRAIL

STA 302+68 RT

BEGIN W-BEAM GUARDRAIL

END T-BEAM GUARDRAIL

STA 307+37 RT

INSTALL TP I ANCHOR

END

W-BEA

M GUARDRAIL

MSE WALL STA 302+50 RT

BEGIN T-BEAM GUARDRAIL

INSTALL TP 6 ANCHOR

STA 313+90 RT

BEGIN

W-BEA

M GUARDRAIL

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

STA 315+84.5 RT

BEGIN T-BEA

M GUARDRAIL

END

W-BEA

M GUARDRAIL

MSE

WALL STA 316+02.5 RT

INSTALL TP 6 ANCHOR

END T-BEA

M GUARDRAIL

STA 319+18 RT

BEGIN

W-BEA

M GUARDRAIL

END T-BEA

M GUARDRAIL

MSE

WALL STA 319+00 RT

BEGIN T-BEA

M GUARDRAIL

INSTALL TP 6 ANCHOR

STA 326+55 RT

BEGIN

W-BEA

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ANCHORAGE TYPE 12

INSTALL GUARDRAIL

STA 336+05 RT

INSTALL TP I ANCHOR

END W-BEAM GUARDRAIL

STA 350+42 RT

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END W-BEAM GUARDRAIL

MSE WALL STA 350+60 RT

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END T-BEAM GUARDRAIL

STA 360+18 R

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END T-BEAM GUARDRAIL

MSE WALL STA 360+

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INSTALL TP 6

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ANCHORAGE TYPE 12

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STA 276+13 LT

BEGIN W-BEAM GUARDRAIL

INSTALL TP I ANCHOR

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ANCHORAGE TYPE 12

INSTALL GUARDRAIL

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STA 28

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STA 296+63 LT

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INSTALL TP I ANCHOR

STA 300+62 LT

BEGIN T-BEAM GUARDRAIL

END W-BEAM GUARDRAIL

MSE WALL STA 300+80 LT

INSTALL TP 6 ANCHOR

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STA 300+10

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INSTALL 25 LF PRECURVED

INSTALL TP 1 ANCHOR

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ANCHORAGE TYPE 12

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STA 310+10 LT

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

END

W-BEA

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STA 314+63 LT

BEGIN

W-BEA

M GUARDRAIL

INSTALL TP I ANCHOR

STA 321+60 LT

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

END

W-BEA

M GUARDRAIL

STA 327+60 LT

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

END

W-BEA

M GUARDRAIL

STA 335+10 LT

ANCHORAGE TYPE 12

INSTALL GUARDRAIL

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STA 331+63 LT

BEGIN

W-BEA

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INSTALL TP I ANCHOR

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MSE

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STA 367+89.41, 47.00’

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PLANNERS, ENGINEERS ARCHITECTS & SURVEYORS

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