

WBS# 45645.1.1          CUMBERLAND COUNTY          PROJECT B-5691
  

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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. 52 ON SR 1006 OVER SOUTH RIVER 
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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-5691-1 WITH NAD83/2011 STATE PLANE                   
    GRID COORDINATES OF NORTHING: 485959.906  EASTING: 2097635.914                                 
    THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT GROUND TO                  
    GRID IS 0.999876875                                                       
    ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

                        
FROM                  TO                   DIRECTION                 DISTANCE
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BL-1                 BL-3             N 66 52' 25.99" E             1,043.53'                                                           
 




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 1006
CHAIN BL CONTAINS:
	 1 2 3 
-BL- 
===================================================================================
1   (B-5691   BL1) N  485959.9060 E 2097635.9140  ELEV    106.81 STA     5+00.00

Course from 1 to 2   N 63^55'19.23" E  Dist    589.93

2   (B-5691   BL2) N  486219.2362 E 2098165.7879  ELEV    111.08 STA    10+89.93

Course from 2 to 3   N 70^41'56.27" E  Dist    455.40

3   (B-5691   BL3) N  486369.7590 E 2098595.5886  ELEV    112.30 STA    15+45.33
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VERTICAL DATUM

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ELEVATIONS BASED OFF OF NCDOT B-5691-1 NAVD88  ELEVATION 106.81'
N = 485959.906       E = 2097635.914 


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BM1       ELEVATION = 111.46'
N 486,261      E 2,098,484
BL STATION 14+03.88 - 65.48'RIGHT
RR SPIKE IN BASE OF 10" PINE
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