TIP NUMBER: 77-0413 & 77-0414                                                                                                      
WBS ELEMENT: 17BP.6.R.77                                         ROBESON COUNTY                                         
BRIDGE #413 & 414 OVER WATSONS POND ON SR 1323  (WATSON MILL RD.).                                                               
DATE OF SURVEY: JUNE 29, 2016                                                                                         
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SPECIAL NOTE:                                                                                                            
     A-) THIS IS AN ENGLISH PROJECT                                                                                      
     B-) ALL SET BASELINE CONTROL POINTS ARE 18" REBAR WITH CAP                                                          
         (UNLESS OTHERWISE NOTED).                                                                                       
                                                                                                                         
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PERSONNEL :                                                                                                              
SEPI ENGINEERING & CONSTRUCTION                                                                                          
5030 New Centre Drive, Suite B 
Wilmington, NC 28403                                                                                      
1-910-523-5715                                                                                                           
                                                                                                                         
Greg Thompson, PE, PLS                   Wilmington Surveying Department Manager                                         
Stephen G. Wall, PLS                             Survey Crew Leader                                                      
Michael R. Jackson, PLS                           Cad Technician                                                         
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DATUM DESCRIPTION                                                                                                        
                                                                                                                         
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON                                                   
THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT                                                            
"770413-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF                                                           
NORTHING:  393617.616(ft)  EASTING:  1942858.347(ft)                                                                     
ELEVATION:  203.44(ft)                                                                                                   
SITE SCALE FACTOR  1.0001051500   AVCGF =  0.9998948611                                                                     
VERTICAL DATUM USED IS NAVD 88 GEOID G12NC                                                                               
                                                                                                                                                                                                                                                  
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NCDOT GPS CONTROL MONUMENTS LOCALIZED                                                                                    
                                                                                                                         
     POINT                   NORTH              EAST                 ELEVATION                                               
 ----------------               --------------           ---------------            ------------------   
   77-0413-1          393617.6160     19428583470           203.44                             
     BL-1                 393999.0850     1942730.8860           197.51                                                   
     BL-2                 394530.2234     1943082.8488           187.63                                     
     BL-3                 394968.2159     1943364.8592           187.16                                               
    

Chain BL contains:
	 1 2 3
-BL- 
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1            (BL-1)         N  393999.0850 E 1942730.8860  ELEV    197.51 
STA     9+02.20

Course from 1 to 2   N 33^31'50.67" E  Dist    637.17

2            (BL-2)         N  394530.2234 E 1943082.8488  ELEV    187.63 
STA    15+39.37

Course from 2 to 3   N 32^46'34.63" E  Dist    520.93

3            (BL-3)         N  394968.2159 E 1943364.8592  ELEV    187.16 
STA    20+60.30
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BM1       ELEVATION = 187.92                        
N 394553      E 1943031                             
BL STATION 15+29.00 56 LEFT                         
SPIKE IN 24" MAPLE                                  
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BM2       ELEVATION = 186.09
N 394885      E 1943248
BL STATION 19+27.00 53 LEFT
SPIKE IN 15" OAK
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