

WBS# 45660.1.1          ROBESON COUNTY          PROJECT B-5706
  

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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. 135 ON SR 2519 OVER AARON 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 B-5706 BL3 WITH NAD83/2011 STATE PLANE                   
    GRID COORDINATES OF NORTHING: 293130.169   EASTING: 1938060.060                                 
    THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT GROUND TO                  
    GRID IS 0.99994521                                                       
    ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

                        
FROM                  TO                   DIRECTION                 DISTANCE
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BL3                   BL1                S 88 05' 27.41" W          821.0681'                                                           
 




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- SOUTH ROBESON RD (SR 2519) 
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1 (B5706   BL-1) N  293102.8167 E 1937239.4476  ELEV    124.29 STA     5+00.00

Course from 1 to 2   N 84^10'56.60" E  Dist    444.85

2 (B5706   BL-2) N  293147.9078 E 1937682.0081  ELEV    120.55 STA     9+44.85

Course from 2 to 3   S 87^18'48.82" E  Dist    378.47

3 (B5706   BL-3) N  293130.1690 E 1938060.0600  ELEV    128.23 STA    13+23.32
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VERTICAL DATUM

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ELEVATIONS BASED OFF OF NCDOT B-5706 BL-3 NAVD88  ELEVATION 128.23'
N = 293130.169       E = 1938060.060 


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BM1  ELEV.121.89'

