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M A T C H L I N E T O S H EET 2 DESIGN PUBLIC MEETING MAP IREDELL COUNTY PROJECT 38794.1.2 (R-2522) F. A. PROJECT N/A ROLL 1 OF 2 D E S I GN P U B L I C M EET I NG M A P I RE D ELL C OUNT Y P ROJ E C T 38794 . 1 . 2 ( R- 2522 ) F . A . P ROJ E C T N/ A ROLL 1OF 2 D E S I GN P U B L I C M EET I NG M A P I RE D ELL C OUNT Y P ROJ E C T 38794 . 1 . 2 ( R- 2522 ) F . A . P ROJ E C T N/ A ROLL 1OF 2 LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS EXISTING TRAFFIC SIGNAL AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT PROPOSED RIGHT OF WAY LINE R W 0' 100' 200' 50' 100' (ENGLISH) 0' 100' 200' 50' 100' (ENGLISH) LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS EXISTING TRAFFIC SIGNAL AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT PROPOSED RIGHT OF WAY LINE R W INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * NO UTILITIES SHOWN * SUBJECT TO CHANGE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS * SUBJECT TO CHANGE * NO UTILITIES SHOWN -L- STA. 15+00.00 BEGIN TIP PROJECT R-2522 US 21/NC 115 FROM CEDAR LN. IN U S 21/ NC 115 F ROM C E DA R L N. I N T ROU T M AN T O S R 1336 ( B A RI U M L N. )I N B A RI U M SP RI NGS U S 21/ NC 115 F ROM C E DA R L N. I N T ROU T M AN T O S R 1336 ( B A RI U M L N. )I N B A RI U M SP RI NGS IN BARIUM SPRINGS TROUTMAN TO SR 1336 (BARIUM LN.) AADT 2040 2018 AADT 2040 2018 31,800 22,700 33,200 23,800 600 400 1,500 900 400 300 2,500 1,800 1,100 900 400 200 AADT 2040 2018 AADT 2040 2018 AADT 2040 2018 W CHURCH ST E CHURCH ST PROPOSED TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL W 20'SS EASEMENT B R O W N T E R E S A 420 S OU T H M A I N S T T R A C T 2 L A I L J OHN C M A R T I NA T E D W I N H E N R Y J R T R A C T 11 R O B I N S ON C A R O L T R O U T M AN A M E RC I AN LE G I ON 4 0 1 R E B E CC A L OU I S E B OAN T R OU T M AN R E A L E S T A TE LL C I ON I C A D R AGO I 335 S OU T H M A I N S T R EET LL C GO C HNAU E R R O B E R T & KA R E N R I C HA R D DA LE & GA I L R T R OU T M AN I R E D ELL C OUN T Y T H E S A L ON LL C T O W N O F T R O U T M A N W E S C O R E A L E S T A TE HO L D I N G S LL C W G S HO L D I NG S T O W N O F T R OU T M AN M A R T I NA T E D W I N H E N R Y J R T O W N O F T R O U T M A N BR U C E L A R S ON A R M SP E N E N T E R P R I S E S T F M T R OU T M AN L L C TH E ODORE J & L I SA M DEL I SI H TW HOL DI NGS LL C M C V E Y P R O P E R T I E S NO 9 L C DOMI NI QUE LE CRAS ANGE L I TA C & H I L DE RBRAND SI DNE Y E J R & RE NEE J H I L D E R B R AND S I DN E Y E J R & R E N EE J WARD NANCY MATTH E W R WE BE R ASH L E Y C & ROBE RT QUI N H I L DE RBRAND O S T W A LT ET A L S A M U EL O O R D E R O F M A S ON C A M P B ELL L ODG E 374 R O B E R T DAV I D K E NN E DY J AN E K ELL Y R O B E R T DAV I D K E NN E DY J UDY B C AD I E U DAV I D K E NN E DY J A C K I E OV E RC A S H V E R NON R & R O S E L I A K E R LE Y S T R I K ELE A T H E R KA T H E R I N E P HO L Y T R I N I T Y E VANG EL I C A L S I A VANG L OO M I S S TE P H E N A & S U E M O S T W A LT DAV I D W & J O R DAN R ANDY M AN I T A O B U R G E SS NO R M A H ELL I S NO R M A H ELL I S ELL I S W A L K E R NO R M A J E AN C A R O L YN H & R O B E R T CR E W NA S H T O W N O F T R OU T M AN M A R Y E S H EE K DA RB Y K & HOU S E I N C J U L I A S T A LLE Y J O E C S HU M AK E C HA P M AN T O R E N C E S M + S I N V E S T M E N T S J GN C LL C T R OU T M A N M ET HOD I S T O F F I R S T UN I T E D P A R T N E R S H II P J A M E L I M T E D P A R T N E R S H II P J A M E L I M TE D M A I N LL C 155 NO R T H GI NGE R G F I NL E Y ROBE RT D & M I L L E R A R C H I E & G LE N D A L U T C H M A N S I N G H A L I C E & M UK E S H L U T C H M A N S I NG H A L I C E & M UK E S H DANI EL S TE DDE R DDS GI NGE R F I NL E Y DOUGL AS & J A C K I E T O V E RC A S H V E R NON R & BARRY OAK S K E M T BROWN BONNI E D & J ACK I E T OVE RCASH VE RNON R & WI L MA H PRI CE J A C K I E T OV E R C A S H V E R NO N R & P R O P E R T I E S M C C A M M ON P R O P E R T I E S M C C A M M ON S H E RR Y W BR U C E R O G E R DA LE & BRANCH BANK I NG & TRUST CO MI CHAEL E & L I NDA R CL I NE G I N G E R G F I N LE Y R O B E R T D & BE TTY B H E NL I NE GE ORGE S & OVE RCASH VE RNON R & J ACK I E T T R O U T M AN F I R E D E P T H ARRI NGTON F L E TCH E R M T R O U T M A N F I R E D E P T OV E RC A S H J A C K I E T V E R NO N R & J A C K I E T O V E R C A S H V E R NON R & V E R N O N R & J A C K I E T O V E R C A S H OVE RCASH J ACK I E T VE RNON R & OV E RC A S H J A C K I E T V E R NON R & S A PP E N F I E L D J A M E S A & S U S A P AN T R Y I N C B O B B Y C B A R G E R J A C K E E R V I N J AN E M K ELL Y T I NA M F E R G E R P H I LL I P E & S A PP E N F I EL D J A M E S A & S U S A G E O R G E W K E NN E DY P A T R I C I A C L A M ON I C A ANN ETE C B O W S E R W I LL I A M L & T ODD ET A L J OAN M E D W A R D L & R HONDA M I L L E R J AN E M K E L L Y M P L Y LE R J A M E S C & R A C H EL M A C B U I L D E R S I N C S T U TT S ET A L GA I L H DAV I D O S T W A LT S U E M & J E SS I E J A C K B & TE R E S A L HO L BR OOK CR E D I T & L OAN C O S I A V L OO M I S S TE P H E N A & D M A SS E Y H E N S LE Y W A LTE R C OY T & E VA NAN C Y C M C M I LL AN GA R Y G & C A T H E R I N E S M I T H L A T HAN G & J E A N ETTE J O S T W A LT S T U TT S ET A L GA I L H R I C HA R D D R OG E R S ET A L S A T U R N I NO G & T OAN T O TE R O R I C HA R D D & G T R OU T M AN R OG E R S C YN T H I A A S M I T H J E RR Y K & J OY C L I N E 15 + 00 20 + 00 25 + 00 30 + 00 35 + 00 40 + 0 0 4 5 + 0 0 50 + 00 5 5 + 0 0 6 0 + 00 65 + 0 0 PI Sta 24+98.67 D L = 66.74' T = 33.37' R = 4,990.62' PI Sta 26+79.69 D L = 295.26' T = 147.65' R = 6,980.42' PI Sta 30+41.90 D L = 428.43' T = 214.60' R = 2,917.10' PI Sta 40+89.70 D L = 440.69' T = 225.50' R = 843.25' PI Sta 45+35.53 D L = 461.07' T = 230.64' R = 6,278.25' -L- R W R W R W R W R W R W EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITY INFORMATION: SIDEWALK IS SUBJECT TO MUNICIPAL AGREEMENT. SIDEWALK INFORMATION: EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITY INFORMATION: SIDEWALK IS SUBJECT TO MUNICIPAL AGREEMENT. SIDEWALK INFORMATION: 19,300 13,500 19,900 13,500 400 300 1,400 600 1,000 300 -L- US 21 -L- US 21 8,900 6,200 29,700 21,100 31,800 22,700 5,500 3,900 3,400 2,300 -L- US 21 -L- US 21 -L- US 21 -L- US 21 800 600 1,200 900 3,600 2,400 33,200 23,800 31,600 22,200 1,800 1,000 1,800 1,400 -L- US 21 -L- US 21 1,500 1,100 700 500 31,600 22,200 31,400 22,000 AADT 2040 2018 500 400 300 200 800 600 -L- US 21 -L- US 21 3,900 2,900 23,000 15,400 29,700 21,100 -L- US 21 1,900 1,400 1,400 700 200 100 3,000 2,700 -L- US 21 FINAL DESIGN USING FINAL SURVEYS. FINAL DRIVEWAY LOCATIONS WILL ALSO BE DETERMINED DURING MINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TO THIS MEETING MAP ARE BASED OFF OF FUNCTIONAL DESIGNS. LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON DRIVEWAY TIES: FINAL DESIGN USING FINAL SURVEYS. FINAL DRIVEWAY LOCATIONS WILL ALSO BE DETERMINED DURING MINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TO THIS MEETING MAP ARE BASED OFF OF FUNCTIONAL DESIGNS. LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON DRIVEWAY TIES: CEDAR LN RUMPLE ST (SR 1303) WAGNER ST (SR 1324) TALLEY ST SCROGGS ST NAD 83 / 2011 N A D 83 / 2011 DESIGN DATA = 40 mph = 008 = Minor Arterial DESIGN DATA = 40 mph = 008 = Minor Arterial Max Superelev Design Speed Functional Class Max Superelev Design Speed Functional Class 24 ' 36 ' 24 ' 36 ' 24 ' 24 ' 2 4 ' 24 ' 2 4 ' 3 6 ' 2 4 ' 24 ' 24 ' 24 ' 24 ' 36 ' ( S R 2373 ) W I N E C O FF S T R UM P LE S T E C HUR C H S T ( S R 1303 ) W AGN E R S T W C HURC H S T M O R GAN S T ( S R 1324 ) T A L L E Y S T L Y TT ON S T NO R T H AV E C E DA R L N M I LL S S T N M A I N S T N E W S T -L- STA 15+00.00 BEGIN TIP PROJECT R-2522 S M A I N S T J O HN S O N S T S CR OGG S S T S E A S T W A Y D R 21

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Page 1: 2 T H J S -L- STA 15+00.00 -L- STA. 15+00.00 O 21 K T E I ...inica drgoi 35 ts uth ma i str t llc ocnu robert er & kar en ricar d tae & a il r ht rutmn ied cnty the s ln l c tow n

MA

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T 2

DESIGN PUBLIC MEETING MAP

IREDELL COUNTY

PROJECT 38794.1.2 (R-2522)

F. A. PROJECT N/A

ROLL 1 OF 2

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

IR

ED

EL

L

CO

UN

TY

PR

OJE

CT 38794.1.2 (R-2522)

F. A. P

ROJE

CT

N/A

RO

LL 1

OF 2

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

IR

ED

EL

L

CO

UN

TY

PR

OJE

CT 38794.1.2 (R-2522)

F. A. P

ROJE

CT

N/A

RO

LL 1 O

F 2

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

EXISTING TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED RIGHT OF WAY LINER

W 0' 100' 200'

50'

100'

(ENGLISH)

0' 100' 200'

50'

100'

(ENGLISH)

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

EXISTING TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED RIGHT OF WAY LINER

W

BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYSUSING FINAL GROUND SURVEYS DRIVEWAY LOCATIONS WILL ALSO

DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS DURING THE FINAL DESIGN STAGE,

HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS

BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYSUSING FINAL GROUND SURVEYS DRIVEWAY LOCATIONS WILL ALSO

DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS DURING THE FINAL DESIGN STAGE,

HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

* NO UTILITIES SHOWN

* SUBJECT TO CHANGE

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

* SUBJECT TO CHANGE

* NO UTILITIES SHOWN

-L- STA. 15+00.00BEGIN TIP PROJECT R-2522

US 21/NC 115 FROM CEDAR LN. IN

US 21 / N

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IN BARIUM SPRINGSTROUTMAN TO SR 1336 (BARIUM LN.)

AADT2040

2018AADT

2040

2018

31,800

22,700

33,200

23,800

600

400

1,500

900

400

300

2,500

1,800

1,100

900

400

200

AADT2040

2018

AADT2040

2018AADT

2040

2018

W CHURCH ST

E CHURCH ST

PROPOSED TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL

W

20' S

S

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SE

ME

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BROWN TERESA

420 SOUTH MAIN

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LAIL JOHN C

MARTINAT EDWIN

HENRY JR T

RACT 11

ROBINSON CAROL

TROUTMAN AMERCIAN L

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REBECCA LOUISE B

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GOCHNAUERROBERT & KAREN

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TOWN OF TROUTMAN

WESCO REAL ESTATE HOLDINGS LLC

WGS HOLDINGS

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BOBBY C BARGER

JACK E ERVIN

JANE M KELLYTINA M FERGER

PHILLIP E & SAPPENFIELD

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PATRICIA C LAMONICA

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PI Sta 24+98.67

D

L = 66.74'

T = 33.37'

R = 4,990.62'

PI Sta 26+79.69

D

L = 295.26'

T = 147.65'

R = 6,980.42'

PI Sta 30+41.90

D

L = 428.43'

T = 214.60'

R = 2,917.10'

PI Sta 40+89.70

D

L = 440.69'

T = 225.50'

R = 843.25'

PI Sta 45+35.53

D

L = 461.07'

T = 230.64'

R = 6,278.25'

-L-

R

W

R

W

R

W

R

W

R

W

R

W

EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY

LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS.THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO

UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS.TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED

UTILITY INFORMATION:

SIDEWALK IS SUBJECT TO MUNICIPAL AGREEMENT.SIDEWALK INFORMATION:

EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY

LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS.THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO

UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS.TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED

UTILITY INFORMATION:

SIDEWALK IS SUBJECT TO MUNICIPAL AGREEMENT.SIDEWALK INFORMATION:

19,300

13,500

19,900

13,500

400

300

1,400

600

1,000

300

-L-

US 21

-L-

US 21

8,900

6,200

29,700

21,100

31,800

22,700

5,500

3,900

3,400

2,300

-L-

US 21

-L-

US 21

-L-

US 21

-L-

US 21

800

600

1,200

900

3,600

2,400

33,200

23,800

31,600

22,200

1,800

1,000

1,800

1,400

-L-

US 21

-L-

US 21

1,500

1,100

700

500

31,600

22,200

31,400

22,000

AADT2040

2018

500

400

300

200

800

600

-L-

US 21

-L-

US 213,900

2,900

23,000

15,400

29,700

21,100-L-

US 21

1,900

1,400

1,400

700

200

100

3,000

2,700 -L-

US 21

FINAL DESIGN USING FINAL SURVEYS.FINAL DRIVEWAY LOCATIONS WILL ALSO BE DETERMINED DURING

MINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUND SURVEYS.DURING THE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TOTHIS MEETING MAP ARE BASED OFF OF FUNCTIONAL DESIGNS.

LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ONDRIVEWAY TIES:

FINAL DESIGN USING FINAL SURVEYS.FINAL DRIVEWAY LOCATIONS WILL ALSO BE DETERMINED DURING

MINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUND SURVEYS.DURING THE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TOTHIS MEETING MAP ARE BASED OFF OF FUNCTIONAL DESIGNS.

LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ONDRIVEWAY TIES:

CEDAR LN RUMPLE ST (SR 1303)

WAGNER ST

(SR 1324)

TALLEY ST

SCROGGS ST

NAD 83/2011

NAD 83/2011

DESIGN DATA

= 40 mph= 008

= Minor Arterial

DESIGN DATA

= 40 mph= 008

= Minor Arterial

Max SuperelevDesign Speed Functional Class

Max SuperelevDesign Speed Functional Class

24'

36'

24'

36'

24'

24'

24'

24'

24'

36'

24'

24'

24'

24'

24'

36'

(SR 2373)

WIN

EC

OFF ST

RU

MPLE ST

E C

HU

RC

H

ST

(SR 1303)

WAG

NER ST

W

CH

URC

H

ST

MO

RG

AN

ST

(SR 13

24)

TALL

EY ST

LYTTON ST

NORTH AVE

CED

AR LN

MIL

LS ST

N MAIN STNE

W

ST

-L- STA 15+00.00BEGIN TIP PROJECT R-2522

S MAIN ST

JOH

NS

ON

ST

SC

RO

GG

S ST

S EA

STW

AY DR

21

C L LEGEND C L-L3- FRONT STREET LEGEND - NCDOT · 2018-07-03 · begin tip project u-5734-l3- pot 88+64.96-l3- pot sta 140+50.00 end bridge-l3- pot sta 115+00.00 begin bridge end

UFGS 42 22 00.00 40

-NC 12- POT STA 840+00.00 -NC 12- PT STA 838+93 · lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt lt water fountain flag pole elec pump wd sign wd post wd post wd post mtl pole 32’

STA!l!JZ OF CALIFORNIA STATEWATEXRESOURCEX …

STA / STA+ - Intercovamex

PUBLIC QUESTION - TownNews · 2018. 5. 9. · pat2 8 37 45 0 00.00% 28 4 5 37 pat3 29 104 133 0 00.00% 70 24 33 127 pat4 27 50 77 0 00.00% 42 15 15 72 pat5 24 44 68 0 00.00% 45 6

MATCHLINE s LILLIAN L. WEBB D SEE INSET L G END PROJECT - … · 2019-04-05 · -l- pot sta. 55+90.00 = 0-y6- pot sta. 13+15.00 begin construction 1 0 5-y2a- pot sta. 10+00.00-y2-

UFGS 23 08 00.00 10

uvrw.K053, 0.02 00.00 | UNP Bonds... · uvrw.K053, 0.02 00.00 | UNP uvrw.K053, 0.02 00.00 | UNP . Created Date: 1/29/2013 11:38:49 AM

L 0 APROPOSED 36 RCP B - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/bry/projects/fm2493/alt-3-page... · l = 180.00' k = 208 ex = -0.20' sta = 725+00.00 el = 489.87')0.01+

Staf…brooke dehnicke sta janell ducklow sta andrew ellena sta kirk enzenauer sta emily essen sta jaclyn ewert sta diana feigum sta chelsey fischer sta jenifer fischer sta

Profile Sta 0 + 00 to Sta 300 + 00 · 0 0 0 0 0 0 0 0 0 0 Sta 230 + 00 Sta 240 + 00 Sta 250 + 00 Sta 260 + 00 Sta 270 + 00 Sta 280 + 00 Sta 290 + 00 Sta 300 + 00 Sta 310 + 00 Sta

STA. 11+14.79 CMR 89D 10+00 Works/RoadSet… · sta. 11+14.79 cmr 89d lat = 35°51'56.39" lon = 106°00'07.97" bop sta. 10+00.00 cmr 89d * g g g g g g g g g g g g g 4 legend * g 9200

eclass.uoa.gr · 2017. 9. 20. · -00.00 so 000

100 Scale NC 105 FROM US 321 TO NC 105 BYPASS …...Oct 09, 2018  · -y6- pot sta. 10+00.00-l- pot sta. 60+27.74-y6- pot sta. 12+66.71-y7- pot sta. 10+00.00 ... t = 83.97’ r = 120.00’

ELEVATORDESIGNER.COMelevatordesigner.com/documents/03.pdf · a nanmmq 139 : "x.n.nh=th" ãrwnr.uovmms [üonòwuovmuuonmmsua:uuomms b øo,ooc ob.oo 00.00 00.00 00.00 eo bad) '00.00

FM 2512 in Collin County - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/dal/notices/fm-2512-schematic.pdfsta 527+00.00 begin csj 2679-03-015 sta 586+00.00 begin csj 2679-03-016

ANNEXURE “A”TO NOTIFICATION NO. 13 PSC (DR-S) OF 2019 ...jkpsc.nic.in/pdf/Annexure_MO_UNANI.pdf · abdul ahad dar 81/2 rambagh payeen srinagar om 36.00 00.00 00.00 00.00 00.00

BEGIN TIP PROJECT U-5996 -L1- POT STA. 10+50 · -l1- curve data-cd1- pt sta. 29+13.26-cd1- pc sta. 25+25.90-cd1- pt sta. 18+06.77-lrpc- st sta. 10+00.00=-cd1- sta. 18+20.65, 12.00'lt-cd1-

UFGS 43 15 00.00 20

Sta 353+43.33 Sta 353+34.03 Sta 353+00.00 Sta 352+86 19...2017/04/21  · Sta 355+50.00 Sta 355+25.00 Sta 355+09.59 Sta 354+71.52 Refer to Section 82 Refer to Section 82 9th Street

Optical Fibre Solutions - TeleMaintelemain.pl/datasheets/Brand-Rex_FibrePlus_Brochure.pdf · ef om3 uni8 l sta lu fs ef om3 uni12 l sta lu fs ef om3 uni16 l sta lu fs ef om3 uni20

s s s s s O s s * s 00.00 00.00 oo O. * s s * s 1.5cm lcm ... · s s s s s O s s * s 00.00 00.00 oo O. * s s * s 1.5cm lcm lcm lcm * * * s * * * S oo * s s s 12cm

UFGS 43 15 00.00 20 Low Pressure Compressed Air … 43 15 00.00 20.pdfsection 43 15 00.00 20 low pressure compressed air piping ... asme b16.39 (2014) ... asme b31.1 (2016; errata

00.00.Tolerancing and Engineering Standards

APPENDIX E: PLAN AND PROFILE SHEETS FOR BELLEMONT TI · Transwestern Rd Cst \ Begin Ramp D Cst \ Sta 0+00.00 Transwestern Rd Cst \ Sta 17+68.74, 92.65’ Rt= Begin Ramp C Cst \ Sta

Wyoming Department of Transportation Pavement … › docs › Cement_Stabilized_-_Bybee.pdfGOSHEN COUNTY BEGIN PROJECT RM 0.00 STA. 1+00.00 TO HAWK END PROJECT RM 7.61 STA. 403+00.00

file · Web viewCarnival Flyer TemplateGreatest Upcoming EventVenue: Write Your Text HereDate: ____/_____/_____Time: 00.00 AM to 00.00 PM555-555-555555For More Info …

END PROJECT Y-5500GA -L- STA. 101+98 - NCDOT

ISSUED AT 00.00 UTC SCHEDULE TIME OF DEPAR TURE : 00.00 Z ...tarakan.kaltara.bmkg.go.id/FLIGHT DOCUMENT.pdf · SCHEDULE TIME OF DEPAR TURE : 00.00 Z - 06.00 Z Sunday, 2 Agustus 2020

I95 SETTLEMENT PLATFORMS READINGS 09.11.08 · pc sta. 36+00.00 rsf rsf sf sf sf pt sta. 41+50.00 baltimore, maryland consulting engineers rummel, klepper & kahl, llp drawn by approved

UNOFFICIAL WEBSITE COPYgssdocs.deldot.delaware.gov/bids/T200820013webplans.pdf · poe 103+75.00 pob 200+00.00 king street = sta. 103+26.23 10th street 100+00 101+00 102+00 103+00

TRAFFIC OLUME ATA DESIGN PUBLIC MEETING MAP UTILITY INFORMATION I-77 41X100 DESIN ATA · 2019. 6. 26. · 77 t o c a r l o e t o s u t h c a r o l i a-l- sta. 22+00.00 begin tip project

LEFT TURN LANE ALBACORE ST....eori ncdot db 376 dp690 8" 10 0-l- pot sta. 100+00.00-l- pot sta. 102+87.86 + 100’ taper 8 0 r = 20’ 3 3 ’ existing tie to existing tie to existing

UFGS 34 43 00.00 202344