

WBS# 45654.1.1          CUMBERLAND COUNTY          PROJECT B5700
  

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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.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. 45 on SR 2030 over South River in Cumberland County
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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 B5700 BL1 WITH NAD83/2011 STATE PLANE                   
    GRID COORDINATES OF NORTHING: 450687.844   EASTING: 2107387.296                                 
    THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT GROUND TO                  
    GRID IS 0.99988755                                                       
    ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

                        
FROM                  TO                   DIRECTION                 DISTANCE
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BL1                   BL2                N 20 11' 58.05" E          530.9718'                                                           
 




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 ON 	SR 2030 (HOLLOW BRIDGE RD) - CUMBERLAND COUNTY AND 
		SR 1414 (S. GRAY ST) - SAMPSON CONTY 
Chain BL contains:
	 1 2 3 
-BL- 
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1 (B5700   BL-1) N  450687.8440 E 2107387.2960  ELEV     96.84 STA     5+00.00

Course from 1 to 2   N 20^11'58.05" E  Dist    530.97

2 (B5700   BL-2) N  451186.1591 E 2107570.6349  ELEV     97.28 STA    10+30.97

Course from 2 to 3    N 14^17'4.15" E  Dist    558.30

3 (B5700   BL-3) N  451727.2020 E 2107708.3890  ELEV     95.68 STA    15+89.28
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VERTICAL DATUM

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ELEVATIONS BASED OFF OF NCDOT B5700 BL-1 NAVD88  ELEVATION 96.84'


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BM1       ELEVATION = 93.67'
N 450,952      E 2,107,517
BL STATION 7+29.71 - 93.67'RIGHT
RR SPIKE IN BASE OF 15" SWEET GUM 
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