

WBS# 45647.1.1         ROBESON COUNTY          PROJECT B-5693
  

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PERSONNEL

DESCRIPTION                          
  
PROJECT DATUM

BASELINE -BL-

VERTICAL DATUM

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NOTE:  THIS IS A ENGLISH PROJECT. ALL STATIONS, DISTANCES, AND COORDINATES
       ARE IN ENGLISH UNLESS OTHERWISE NOTED.


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                CONDENSED ALIGNMENT NOTES
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                                                         DATE OF SURVEY
                                                         FEBRUARY, 2016

PERSONNEL
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C.W. BROWN,PE,PLS          TRANS. ENGR. MGR. II
J.D. BURTON,PE,PLS         TRANS. ENGR. MGR. I
K.E. HONEYCUTT PE,PLS      TRANS. ENGR. SUPV.II
J.E. KAUKOLA,JR,PLS        TRANS. ENGR. SUPV. I
G.L. HART                  TRANS. ENGR. I
J.T. PREVATTE              TRANS. TECH. VI
J.D. AUTRY                 TRANS. TECH. IV
J.A. MCKEITHAN JR          TRANS. TECH. IV
J.C. NORDAN                TRANS. TECH. III
W.L. WILSON JR             TRANS. TECH. III
P.J. HEDGEPETH             TRANS. TECH. II
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Replace Bridge No. 59 on SR 1924 over Big Marsh Swamp 
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DATUM DESCRIPTION
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THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT                  
    IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY                      
    NCDOT FOR MONUMENT B5698 BL-1 WITH NAD83/NA 2011 STATE PLANE                   
    GRID COORDINATES OF NORTHING: 375105.9690   EASTING: 2023418.3340                                 
    THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT GROUND TO                  
    GRID IS 0.999904959                                                       
    ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

                        
FROM                  TO                   DIRECTION                 DISTANCE
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BL-1                 BL-3               N 20 05' 08.00" E            1207.2603'                                                           
 




NOTE : ALL BASELINE POINTS ARE SET IN THE GROUND WITH A 24" IRON PIN AND
AN ALUMINUM CAP UNLESS OTHERWISE NOTED.


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Chain BL contains:
	 1 2 3 
-BL- BARKER TEN MILE RD (SR 1924)
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1 (B5693   BL-1) N  375105.9690 E 2023418.3340  ELEV    129.61 STA     5+00.00

Course from 1 to 2    N 23^57'9.58" W  Dist    485.92

2 (B5693   BL-2) N  375550.0423 E 2023221.0593  ELEV    132.23 STA     9+85.92

Course from 2 to 3   N 17^29'17.82" W  Dist    723.19

3 (B5693   BL-3) N  376239.8048 E 2023003.7331  ELEV    134.93 STA    17+09.11
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VERTICAL DATUM

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ELEVATIONS BASED OFF OF NCDOT B5693 BL-1 NAVD88  ELEVATION 129.61'
N = 375105.9690       E = 2023418.3340 


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BM1       ELEVATION = 129.48'
N 375911      E 2023045
BL STATION 13+84.00 60' LEFT
RR SPIKE IN BASE OF 14" HARDWOOD
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