GEL

PROJECT DESCRIPTION:                                                          

PROJECT NUMBER: 35869.1.2  U-2719  WAKE CO.  L&S # 05-16-223      
SUBJECT: I-440 (CLIFF BENSON BELTLINE) FROM SOUTH OF SR 1313 (WALNUT STREET) TO
NORTH OF JONES FRANKLIN ROAD.

DATES OF SURVEY: MARCH 2017

JOB ID NO. U2719-CON-GEL-2

FILE COMPILED BY: GEORGE HART                                              
CHECKED BY: PARKS ICENHOUR, PE,PLS 
            LYNN GODWIN                                            
                                                                              
===================================================================================   
                                                                              
SPECIAL NOTES:                                                                
  A)THIS IS AN ENGLISH PROJECT.                                               
  B)PROJECT MAPPING SCALE : 1"=50'                                           
  C)ALL BASELINE POINTS ARE 18" REBAR W/CAP UNLESS OTHERWISE NOTED.             
  D)ALL BASELINE POINTS ARE SET TO BENCHMARK SPECIFICATIONS UNLESS OTHERWISE NOTED.
                                                                               
===================================================================================
                                                                              
CONTACT PERSONS: GEL ENGINEERING
                                                                              
PARKS ICENHOUR, PE,PLS       (919)544-1100 X1545            
WATSON MCNEILL, PE, PLS      (919)544-1100 X1625
GEORGE HART                  (919)544-1100                                               

===================================================================================

PERSONELL ON PROJECT:  GEL ENGINEERING

MICHAEL GREEN
TRAVIS CONN
SYED QUANDRI
SCOTT TROWBRIDGE
JACK EDDY
GEORGE HART
WILLIE MILLER
JIMMY TOOLE
                  
===================================================================================   
STANTEC

PROJECT DESCRIPTION:      

PROJECT NUMBER: 35869.1.2  U-2719  WAKE CO.  L&S # 05-16-223      
SUBJECT: I-440 (CLIFF BENSON BELTLINE) FROM NORTH OF JONES FRANKLIN ROAD
TO NORTH OF LIGON STREET.

JOB ID NO. U2719-CON-STA

===================================================================================
                                                                              
CONTACT PERSONS: STANTEC
                                                                              
REX COOPER, PLS              (919)865-7359            
BRUCE BEAVERS, PLS           (919)865-7361
IVAN BUKOVNIK                (919)865-7589                                               

===================================================================================

PERSONNEL ON PROJECT: STANTEC

TOM BURNS
MICHAEL HELMUTH
DAN GUNNOE
DANIEL ROBERTSON
DAN GROVE
MARK LEWIS
KENNETH HAGGERTY
COLIN DAWES
                  
===================================================================================   
ESP

PROJECT DESCRIPTION:                                                          
                                                                              
PROJECT NUMBER: 35869.1.2 WAKE CO. L&S # 05-16-223            
SUBJECT: APPROXIMATELY 1500' SOUTH OF HILLSBOROUGH STREET TO APPROXIMATELY 2500' NORTH
OF LAKE BOONE TRAIL) DATES OF SURVEY: FEBRUARY 2017 - JULY 2017                                                       
FILE COMPILED BY: C.P. TURNER                                                
CHECKED BY: T.E.S. GIBBS, PLS                                         
                                                                              
=========================================================================================   
                                                                              
SPECIAL NOTES:                                                                
  A)THIS IS AN ENGLISH PROJECT.                                               
  B)PROJECT MAPPING SCALE : 1"=50'                                           
  C)ALL BASELINE POINTS ARE 24" REBAR W/CAP UNLESS OTHERWISE NOTED.             
  D)ALL BASELINE POINTS ARE SET TO BENCHMARK SPECIFICATIONS UNLESS OTHERWISE NOTED.
  E)NO T LINE SET ON THIS PROJECT.
  F)NC GEOID 12B
                                                            
=========================================================================================

CONTACT PERSONS: ESP
                                                                              
  A.D. KEANE, PLS		SURVEY DEPARTMENT MANAGER
  T.E.S. GIBBS, PLS		SURVEY PROJECT MANAGER            
=========================================================================================
                                                                              
DATUM DESCRIPTION :                                                           
                                                                              
    THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT                
    IS BASED ON THE NAD 1983/NA 2011 STATE PLANE COORDINATES 
    FOR THE NCDOT MONUMENT "U2719 AZ-1" WITH A NORTHING OF 741380.671,
    EASTING OF 2083505.762. THE AVERAGE COMBINED FACTOR USED
    ON THIS PROJECT (GROUND TO GRID) IS 0.99990018 (1/X=1.00009983). 
    ALL LINEAR DISTANCES ARE LOCALIZED HORIZONTAL DISTANCES. THE VERTICAL
    DATUM IS BASED ON NCDOT MONUMENT "U2719 AZ-1" (ELEV. 485.723')
    (NAVD 88). GEOID 12B.                     
==================================================================================
NOTE:
ITEMS BEGINNING WITH G = GEL
ITEMS BEGINNING WITH S = STANTEC
ITEMS BEGINNING WITH E = ESP

==================================================================================
Chain BL Contains:
	G39 G42 G101 G102 G103 G104 G105 G106 G107 G108 G20 G21 G109 G110 G111 G112 G113 G114
G22 G24 G115 G116 G117 G118 G25 G26 S119 S120 S121 S27 S28 S122 S123 S29 S124 S125
S126 S127 S128 S31 S32 E129 E130 E131 34 E132 E133 E134 35 E135 E136 E137 E138 E139 37 38
-BL- (US 1/64 - I-440)
=========================================================================================
G39          (U2719 AZ-39) N 727782.6860  E 2067459.6630  ELEV 437.05     STA 5+00.00    

Course from G39 to G42  N 81^35'35.3" E    Dist 740.53

G42          (U2719 AZ-42) N 727890.9520  E 2068192.2330  ELEV 413.19     STA 12+40.53   

Course from G42 to G101  N 56^26'37.2" E    Dist 611.01

G101         (BL-101)      N 728228.6900  E 2068701.4110  ELEV 397.76     STA 18+51.53   

Course from G101 to G102  N 57^39'20.2" E    Dist 630.38

G102         (BL-102)      N 728565.9470  E 2069233.9850  ELEV 382.56     STA 24+81.91   

Course from G102 to G103  N 57^38'2.0" E     Dist 654.08

G103         (BL-103)      N 728916.0930  E 2069786.4490  ELEV 386.20     STA 31+35.99   

Course from G103 to G104  N 58^22'53.2" E    Dist 638.58

G104         (BL-104)      N 729250.8770  E 2070330.2380  ELEV 393.11     STA 37+74.57   

Course from G104 to G105  N 58^19'0.3" E     Dist 861.25

G105         (BL-105)      N 729703.2230  E 2071063.1280  ELEV 401.61     STA 46+35.82   

Course from G105 to G106  N 57^49'5.4" E     Dist 987.58

G106         (BL-106)      N 730229.2150  E 2071898.9770  ELEV 411.87     STA 56+23.40   

Course from G106 to G107  N 58^11'32.7" E    Dist 741.99

G107         (BL-107)      N 730620.2960  E 2072529.5400  ELEV 417.70     STA 63+65.39   

Course from G107 to G108  N 58^18'45.4" E    Dist 597.91

G108         (BL-108)      N 730934.3670  E 2073038.3150  ELEV 425.21     STA 69+63.30   

Course from G108 to G20  N 68^34'0.6" E     Dist 623.33

G20          (U2719 AZ-20) N 731162.1410  E 2073618.5370  ELEV 432.60     STA 75+86.63   

Course from G20 to G21  N 59^22'12.3" E    Dist 838.70

G21          (U2719 AZ-21) N 731589.4490  E 2074340.2150  ELEV 448.07     STA 84+25.32   

Course from G21 to G109  N 53^14'14.0" E    Dist 634.52

G109         (BL-109)      N 731969.2100  E 2074848.5400  ELEV 457.79     STA 90+59.84   

Course from G109 to G110  N 58^6'16.9" E     Dist 623.90

G110         (BL-110)      N 732298.8610  E 2075378.2430  ELEV 469.86     STA 96+83.74   

Course from G110 to G111  N 58^16'59.5" E    Dist 668.55

G111         (BL-111)      N 732650.3320  E 2075946.9500  ELEV 481.89     STA 103+52.29  

Course from G111 to G112  N 57^50'24.1" E    Dist 543.13

G112         (BL-112)      N 732939.4300  E 2076406.7420  ELEV 482.77     STA 108+95.42  

Course from G112 to G113  N 58^52'20.8" E    Dist 558.89

G113         (BL-113)      N 733228.3430  E 2076885.1580  ELEV 472.60     STA 114+54.30  

Course from G113 to G114  N 58^21'13.5" E    Dist 725.14

G114         (BL-114)      N 733608.8070  E 2077502.4760  ELEV 453.24     STA 121+79.45  

Course from G114 to G22  N 67^29'51.7" E    Dist 546.30

G22          (U2719 AZ-22) N 733817.8870  E 2078007.1820  ELEV 436.92     STA 127+25.75  

Course from G22 to G24  N 64^32'50.6" E    Dist 1085.88

G24          (U2719 AZ-24) N 734284.5580  E 2078987.6640  ELEV 408.55     STA 138+11.62  

Course from G24 to G115  N 62^33'50.9" E    Dist 583.25

G115         (BL-115)      N 734553.2930  E 2079505.3130  ELEV 392.44     STA 143+94.87  

Course from G115 to G116  N 71^38'16.3" E    Dist 481.36

G116         (BL-116)      N 734704.9310  E 2079962.1610  ELEV 379.56     STA 148+76.23  

Course from G116 to G117  N 72^27'31.7" E    Dist 575.90

G117         (BL-117)      N 734878.5010  E 2080511.2780  ELEV 366.43     STA 154+52.13  

Course from G117 to G118  N 76^34'28.4" E    Dist 556.24

G118         (BL-118)      N 735007.6480  E 2081052.3150  ELEV 359.16     STA 160+08.36  

Course from G118 to G25  N 67^57'56.2" E    Dist 900.73

G25          (U2719 AZ-25) N 735345.5700  E 2081887.2580  ELEV 359.73     STA 169+09.10  

Course from G25 to G26  N 58^7'40.5" E     Dist 1125.34

G26          (U2719 AZ-26) N 735939.7780  E 2082842.9310  ELEV 394.15     STA 180+34.44  

Course from G26 to S119  N 58^58'55.2" E    Dist 989.63

S119         (BL-119)      N 736449.7410  E 2083691.0480  ELEV 421.03     STA 190+24.07  

Course from S119 to S120  N 60^21'29.3" E    Dist 831.74

S120         (BL-120)      N 736861.1020  E 2084413.9440  ELEV 419.62     STA 198+55.81  

Course from S120 to S121  N 60^31'48.9" E    Dist 750.25

S121         (BL-121)      N 737230.2000  E 2085067.1270  ELEV 411.40     STA 206+06.06  

Course from S121 to S27  N 59^53'55.8" E    Dist 759.61

S27          (AZ-27)       N 737611.1650  E 2085724.2950  ELEV 405.70     STA 213+65.67  

Course from S27 to S28  N 58^57'47.1" E    Dist 953.67

S28          (AZ-28)       N 738102.8660  E 2086541.4300  ELEV 411.61     STA 223+19.34  

Course from S28 to S122  N 53^6'41.1" E     Dist 842.83

S122         (BL-122)      N 738608.7840  E 2087215.5290  ELEV 415.59     STA 231+62.17  

Course from S122 to S123  N 46^12'55.1" E    Dist 743.80

S123         (BL-123)      N 739123.4570  E 2087752.5120  ELEV 417.06     STA 239+05.97  

Course from S123 to S29  N 41^47'52.2" E    Dist 799.53

S29          (AZ-29)       N 739719.5040  E 2088285.3990  ELEV 400.30     STA 247+05.49  

Course from S29 to S124  N 42^16'13.6" E    Dist 796.29

S124         (BL-124)      N 740308.7400  E 2088821.0070  ELEV 386.30     STA 255+01.78  

Course from S124 to S125  N 31^7'21.0" E     Dist 1132.88

S125         (BL-125)      N 741278.5590  E 2089406.5590  ELEV 406.37     STA 266+34.66  

Course from S125 to S126  N 20^24'29.2" E    Dist 1139.21

S126         (BL-126)      N 742346.2620  E 2089803.8060  ELEV 433.69     STA 277+73.87  

Course from S126 to S127  N 15^58'55.7" E    Dist 914.07

S127         (BL-127)      N 743225.0010  E 2090055.4840  ELEV 445.99     STA 286+87.94  

Course from S127 to S128  N 15^50'34.8" E    Dist 913.08

S128         (BL-128)      N 744103.3930  E 2090304.7560  ELEV 474.09     STA 296+01.02  

Course from S128 to S31  N 15^33'32.3" E    Dist 673.27

S31          (AZ-31)       N 744751.9900  E 2090485.3470  ELEV 482.41     STA 302+74.29  

Course from S31 to S32  N 13^56'31.6" E    Dist 743.47

S32          (AZ-32)       N 745473.5580  E 2090664.4800  ELEV 469.92     STA 310+17.76  

Course from S32 to E129    N 7^30'20.8" E     Dist 746.97

E129  (BL-129)       N 746214.1294  E 2090762.0540  ELEV 457.48          STA   317+64.73   

Course from E129 to E130  N 0^51'6.7" E      Dist 674.77

E130  (BL-130)       N 746888.8238  E 2090772.0860  ELEV 446.65          STA   324+39.50   

Course from E130 to E131  N 1^43'34.2" W     Dist 527.94
 
E131  (BL-131)       N 747416.5268  E 2090756.1830  ELEV 432.68          STA   329+67.44   

Course from E131 to 34    N 1^26'1.9" W      Dist 764.18
    
34    (U2719 AZ-34)  N 748180.4660  E 2090737.0610  ELEV 404.72          STA   337+31.62   
						         =BY10 STA   90+48.30
                                                                    
Course from 34 to E132    N 2^6'17.4" W      Dist 827.60

E132  (BL-132)       N 749007.5071  E 2090706.6650  ELEV 375.38          STA   345+59.22   

Course from E132 to E133  N 1^13'3.6" E      Dist 711.41

E133  (BL-133)       N 749718.7583  E 2090721.7830  ELEV 354.81          STA   352+70.63   

Course from E133 to E134  N 13^46'57.6" E    Dist 816.58

E134  (BL-134)       N 750511.8237  E 2090916.3240  ELEV 344.86          STA   360+87.21   

Course from E134 to 35    N 26^27'18.0" E    Dist 750.91

35    (U2719 AZ-35)  N 751184.0970  E 2091250.8480  ELEV 335.91          STA   368+38.12   

Course from 35 to E135    N 28^28'7.8" E     Dist 712.25

E135  (BL-135)       N 751810.2255  E 2091590.3670  ELEV 341.16          STA   375+50.37   

Course from E135 to E136  N 27^3'39.5" E     Dist 734.51

E136  (BL-136)       N 752464.3183  E 2091924.5210  ELEV 343.87          STA   382+84.88   

Course from E136 to E137  N 26^30'0.2" E     Dist 668.53

E137  (BL-137)       N 753062.6144  E 2092222.8210  ELEV 332.90          STA   389+53.41   

Course from E137 to E138  N 27^51'54.4" E    Dist 679.59

E138  (BL-138)       N 753663.4032  E 2092540.4540  ELEV 316.97          STA   396+33.00   

Course from E138 to E139  N 27^17'43.4" E    Dist 694.23

E139  (BL-139)       N 754280.3303  E 2092858.8110  ELEV 299.74          STA   403+27.23  

Course from E139 to 37    N 26^52'57.6" E    Dist 609.27
  
37    (U2719 AZ-37)  N 754823.7640  E 2093134.3040  ELEV 284.60          STA   409+36.50  

Course from 37 to 38      N 27^39'57.3" E    Dist 983.13

38    (U2719 AZ-38)  N 755694.4900  E 2093590.7850  ELEV 264.03          STA   419+19.63  

=========================================================================================
GEL Y-LINES

Chain GBY1 Contains:
	 G1001 G1002 
-GBY1- (WALNUT STREET  SR 1313)
=========================================================================================
G1001         (U2719  BY1-1001) N  732208.3510 E 2075855.6750  ELEV    495.46 STA     5+00.00

Course from G1001 to G1 N 38 17' 44.36" W Dist 330.16  

Point G1     (POINT NOT SET)   N  732,467.4710 E 2,075,651.0670              STA     8+30.16     
                                                       
                                                          GBL STATION EQUATION =   100+04.46

Course from G1 to G1002 N 38 17' 44.36" W Dist 351.26 
                                                                
                                      
                                                               

G1002         (U2719  BY1-1002) N  732743.1450 E 2075433.3860  ELEV    499.67 STA    11+81.42
=========================================================================================


Chain GBY2 Contains:
	 52 51 G2001 G2002 G2003 G2004 G2005 G2006 50 49 
-GBY2- (I-40)
=========================================================================================
52            (U2719 AZ-52) N  732211.7500 E 2079212.3820  ELEV    453.71 STA     5+00.00

Course from 52 to 51    N 18^53'54.6" W  Dist   1034.01

51            (U2719 AZ-51) N  733190.0170 E 2078877.4750  ELEV    461.57 STA    15+34.01

Course from 51 to G2001    N 20^13'47.6" W  Dist    531.42

G2001         (U2719  BY2-2001) N  733688.6510 E 2078693.7180  ELEV    457.47 STA    20+65.42

Course from G2001 to G2    N 24 44' 07.61" W Dist 411.77                                                                 


Point G2     (POINT NOT SET)   N 734,062.6440 E 2,078,521.4200               STA   24+77.20                                           


                                                            = GBL STATION EQUATION  132+95.26
                                                                                                                       

Course from G2 to G2002    N 24 44' 07.61" W Dist 193.51                                                                 
                                                                
                                                               

G2002         (U2719  BY2-2002) N  734238.3990 E 2078440.4500  ELEV    449.29 STA    26+70.70

Course from G2002 to G2003    N 32^10'47.4" W  Dist    895.56

G2003         (U2719  BY2-2003) N  734996.3840 E 2077963.4940  ELEV    426.66 STA    35+66.27

Course from G2003 to G2004     N 40^18'1.4" W  Dist    679.90

G2004         (U2719  BY2-2004) N  735514.9160 E 2077523.7410  ELEV    408.31 STA    42+46.16

Course from G2004 to G2005     N 44^6'26.1" W  Dist    555.22

G2005         (U2719  BY2-2005) N  735913.5840 E 2077137.3070  ELEV    395.55 STA    48+01.38

Course from G2005 to G2006    N 49^33'43.8" W  Dist    541.47

G2006         (U2719  BY2-2006) N  736264.7960 E 2076725.1860  ELEV    391.87 STA    53+42.85

Course from G2006 to 50    N 56^39'12.3" W  Dist    597.95

50            (U2719 AZ-50) N  736593.4890 E 2076225.6840  ELEV    395.62 STA    59+40.80

Course from 50 to 49    N 42^20'18.4" W  Dist    957.81

49            (U2719 AZ-49) N  737301.4810 E 2075580.5920  ELEV    400.32 STA    68+98.61
=========================================================================================


Chain GBY3 Contains:
	 G3001 G3002 G3003 G3004 G3005 G3006 G3007 G3008 G3009 G3010 G3011 
-GBY3- (JONES FRANKLIN ROAD  SR 5039)
=========================================================================================
G3001         (U2719  BY3-3001) N  732382.5030 E 2080845.9550  ELEV    453.29 STA     5+00.00

Course from G3001 to G3002    N 18^18'26.7" E  Dist    665.67

G3002         (U2719  BY3-3002) N  733014.4800 E 2081055.0520  ELEV    449.96 STA    11+65.67

Course from G3002 to G3003    N 19^36'58.9" E  Dist    597.76

G3003         (U2719  BY3-3003) N  733577.5490 E 2081255.7330  ELEV    427.67 STA    17+63.43

Course from G3003 to G3004    N 16^47'57.0" E  Dist    648.98

G3004         (U2719  BY3-3004) N  734198.8340 E 2081443.3000  ELEV    403.73 STA    24+12.41

Course from G3004 to G3005    N 37^45'46.6" E  Dist    644.46

G3005         (U2719  BY3-3005) N  734708.3130 E 2081837.9650  ELEV    377.08 STA    30+56.87

Course from G3005 to G3006     N 29^0'37.5" E  Dist    636.58

G3006         (U2719  BY3-3006) N  735265.0250 E 2082146.6880  ELEV    379.84 STA    36+93.46

Course from G3006 to G3       N 8 25' 12.75" E Dist 269.27

Point G3     (POINT NOT SET)   N 735,531.3920 E 2,082,186.1180               STA    39+62.73  

                                                           = GBL STATION EQUATION  172+61.02
                                         
                                                                                                                        

Course from G3 to G3007       N 8 25' 12.75" E Dist 223.46
                                                                
                                                                 

G3007         (U2719  BY3-3007) N  735752.4410 E 2082218.8390  ELEV    401.23 STA    41+86.18

Course from G3007 to G3008     N 10^47'9.2" E  Dist    610.08

G3008         (U2719  BY3-3008) N  736351.7430 E 2082333.0090  ELEV    427.58 STA    47+96.26

Course from G3008 to G3009     N 9^56'36.1" E  Dist    564.22

G3009         (U2719  BY3-3009) N  736907.4850 E 2082430.4350  ELEV    447.62 STA    53+60.48

Course from G3009 to G3010      N 1^17'9.6" E  Dist    644.03

G3010         (U2719  BY3-3010) N  737551.3530 E 2082444.8890  ELEV    459.49 STA    60+04.51

Course from G3010 to G3011     N 6^57'27.3" E  Dist    662.97

G3011         (U2719  BY3-3011) N  738209.4370 E 2082525.1970  ELEV    466.02 STA    66+67.48
=================================================================================
STANTEC Y-LINES

Chain SBY4 Contains:
	 S400 S401 S402 S403 
-SBY4- (ATHENS DRIVE)
=========================================================================================
S400         (BY4-400)     N 737388.3000  E 2083548.4310  ELEV 449.07     STA 5+00.00    

Course from S400 to S401  S 51^15'32.1" E    Dist 526.97

S401         (BY4-401)     N 737058.5210  E 2083959.4580  ELEV 439.04     STA 10+26.97   

Course from S401 to S402  S 37^37'41.4" E    Dist 565.43

S402         (BY4-402)     N 736610.7070  E 2084304.6720  ELEV 444.40     STA 15+92.40   

Course from S402 to S403  S 41^40'16.9" E    Dist 488.87

S403         (BY4-403)     N 736245.5350  E 2084629.7010  ELEV 449.90     STA 20+81.27   

=========================================================================================

Chain SBY5 Contains:
	 S500 S501 S502 S503 
-SBY5- (MELBOURNE ROAD)
=========================================================================================
S500         (BY5-500)     N 738049.4970  E 2085415.0140  ELEV 438.62     STA 5+00.00    

Course from S500 to S501  S 89^33'16.2" E    Dist 562.54

S501         (BY5-501)     N 738045.1230  E 2085977.5350  ELEV 420.64     STA 10+62.54   

Course from S501 to S502  S 56^52'15.4" E    Dist 453.39

S502         (BY5-502)     N 737797.3350  E 2086357.2200  ELEV 428.15     STA 15+15.92   

Course from S502 to S503  S 54^48'59.9" E    Dist 286.81

S503         (BY5-503)     N 737632.0740  E 2086591.6370  ELEV 413.00     STA 18+02.74   

=========================================================================================

Chain SBY6 Contains:
	 S600 S601 S30 S602 S603 S604 S605 
-SBY6- (WESTERN BOULEVARD)
=========================================================================================
S600         (BY6-600)     N 740927.8350  E 2087410.5040  ELEV 436.77     STA 5+00.00    

Course from S600 to S601  S 68^18'40.5" E    Dist 565.09

S601         (BY6-601)     N 740718.9990  E 2087935.5860  ELEV 409.43     STA 10+65.09   

Course from S601 to S30  S 70^18'51.4" E    Dist 514.87

S30          (AZ-30)       N 740545.5610  E 2088420.3600  ELEV 382.77     STA 15+79.95   

Course from S30 to S602  S 67^55'29.2" E    Dist 515.01

S602         (BY6-602)     N 740352.0070  E 2088897.6180  ELEV 369.49     STA 20+94.97   

Course from S602 to S603  S 77^58'51.6" E    Dist 511.90

S603         (BY6-603)     N 740245.4120  E 2089398.2920  ELEV 385.57     STA 26+06.86   

Course from S603 to S604  N 84^26'12.5" E    Dist 568.15

S604         (BY6-604)     N 740300.4900  E 2089963.7620  ELEV 411.46     STA 31+75.01   

Course from S604 to S605  N 68^49'39.9" E    Dist 466.53

S605         (BY6-605)     N 740468.9870  E 2090398.7980  ELEV 416.82     STA 36+41.53   

=========================================================================================

Chain SBY7 Contains:
	 S700 S701 SA126 S702 S703 
-SBY7- (LIGON STREET)
=========================================================================================
S700         (BY7-700)     N 742175.7580  E 2089443.8310  ELEV 448.12     STA 5+00.00    

Course from S700 to S701  N 7^44'28.8" E     Dist 486.81

S701         (BY7-701)     N 742658.1330  E 2089509.4050  ELEV 440.98     STA 9+86.81    

Course from S701 to SA126  S 43^20'58.0" E    Dist 428.88

SA126        (BL-126)      N 742346.2620  E 2089803.8060  ELEV 433.69     STA 14+15.69   

                                                                      =BL Sta   277+73.87
Course from SA126 to S702  S 84^30'59.9" E    Dist 466.52

S702         (BY7-702)     N 742301.6830  E 2090268.1910  ELEV 433.59     STA 18+82.21   

Course from S702 to S703  S 87^21'16.2" E    Dist 496.77

S703         (BY7-703)     N 742278.7540  E 2090764.4290  ELEV 457.00     STA 23+78.98   

=========================================================================================
ESP Y-LINES

Chain BY8 Contains:
	 E140 E141 E142 E143 E144 E149 
-BY8- (BERYL RD)
=========================================================================================
E140   (BY8-140)     N 744362.4720  E 2088774.9280  ELEV 466.94          STA     5+00.00    

Course from E140 to E141  N 87^0'26.2" E     Dist 768.29

E141   (BY8-141)     N 744402.5838  E 2089542.1710  ELEV 466.32          STA    12+68.29   

Course from E141 to E142  S 88^25'9.3" E     Dist 606.81

E142   (BY8-142)     N 744385.8446  E 2090148.7470  ELEV 462.93          STA    18+75.10   

Course from E142 to E143  S 81^27'57.3" E    Dist 593.62

E143   (BY8-143)     N 744297.7524  E 2090735.7970  ELEV 453.57          STA    24+68.72   

Course from E143 to E144  S 74^47'54.8" E    Dist 572.25

E144   (BY8-144)     N 744147.6999  E 2091288.0270  ELEV 448.48          STA    30+40.97   

Course from E144 to E149  N 68^26'38.1" E    Dist 532.34

E149   (BY8-149)     N 744343.2862  E 2091783.1300  ELEV 437.79          STA    35+73.31   
						         =BY9 STA    37+18.27                                                                     
=========================================================================================

Chain BY9 Contains:
	 E145 6 E146 ECALC31 E147 E148 ECALC149 
-BY9- (HILLSBOROUGH ST)
=========================================================================================
E145   (BY9-145)     N 744677.2212  E 2088649.8840  ELEV 461.11          STA     5+00.00    

Course from E145 to 6     N 82^3'45.9" E     Dist 721.27

6      (U4437-6)     N 744776.8200  E 2089364.2410  ELEV 457.97          STA    12+21.27   

Course from 6 to E146     S 88^2'46.2" E     Dist 528.20

E146   (BY9-146)     N 744758.8112  E 2089892.1390  ELEV 453.79          STA    17+49.47   

Course from E146 to E31   S 89^20'28.3" E    Dist 593.25

31     (U2719 AZ-31) N 744751.9900  E 2090485.3470  ELEV 482.41          STA    23+42.72   
						         =BL STA    302+74.29
                                                                      
Course from E31 to E147   S 47^58'20.0" E    Dist 145.37

E147   (BY9-147)     N 744654.6686  E 2090593.3280  ELEV 450.08          STA    24+88.09   

Course from E147 to E148  S 76^39'39.0" E    Dist 598.93

E148   (BY9-148)     N 744516.4845  E 2091176.1080  ELEV 442.77          STA    30+87.02   

Course from E148 to E149  S 74^4'30.9" E     Dist 631.25

E149   (BY8-149)     N 744343.2862  E 2091783.1300  ELEV 437.79          STA    37+18.27   
						         =BY8 STA    35+73.31                                                                     
=========================================================================================

Chain BY10 Contains:
	 53 54 E150 E151 E152 E153 E154 E155 E156 E157 33 34 E158 E159 E160 55 56 E161 E167 
-BY10- (WADE AVE)
=========================================================================================
53    (U2719 AZ-53)  N 748743.5640  E 2082462.9830  ELEV 398.09          STA     5+00.00    

Course from 53 to 54      S 66^41'35.6" E    Dist 1332.81

54    (U2719 AZ-54)  N 748216.2330  E 2083687.0330  ELEV 423.36          STA    18+32.81   

Course from 54 to E150    S 75^20'6.0" E     Dist 737.94

E150  (BY10-150)     N 748029.4108  E 2084400.9330  ELEV 435.67          STA    25+70.75   

Course from E150 to E151  S 77^25'57.8" E    Dist 720.68

E151  (BY10-151)     N 747872.6015  E 2085104.3440  ELEV 449.05          STA    32+91.43   

Course from E151 to E152  S 81^34'21.7" E    Dist 633.64

E152  (BY10-152)     N 747779.7383  E 2085731.1460  ELEV 461.01          STA    39+25.07   

Course from E152 to E153  S 83^58'59.4" E    Dist 740.22

E153  (BY10-153)     N 747702.1481  E 2086467.2860  ELEV 470.82          STA    46+65.29   

Course from E153 to E154  S 86^18'17.8" E    Dist 736.44

E154  (BY10-154)     N 747654.6870  E 2087202.1980  ELEV 463.86          STA    54+01.73   

Course from E154 to E155  S 87^42'13.9" E    Dist 701.65
 
E155  (BY10-155)     N 747626.5758  E 2087903.2860  ELEV 440.61          STA    61+03.38   

Course from E155 to E156  S 89^40'15.5" E    Dist 700.50

E156  (BY10-156)     N 747622.5531  E 2088603.7760  ELEV 415.12          STA    68+03.88   

Course from E156 to E157  N 88^41'26.1" E    Dist 777.25

E157  (BY10-157)     N 747640.3144  E 2089380.8220  ELEV 405.74          STA    75+81.13   

Course from E157 to 33    N 74^32'9.7" E     Dist 669.48

33    (U2719 AZ-33)  N 747818.8180  E 2090026.0600  ELEV 401.43          STA    82+50.61   

Course from 33 to 34      N 63^2'24.0" E     Dist 797.69

34    (U2719 AZ-34)  N 748180.4660  E 2090737.0610  ELEV 404.72          STA    90+48.30   
						         =BL STA    337+31.62
                                                                      
Course from 34 to E158    S 8^3'42.6" E      Dist 523.65

E158  (BY10-158)     N 747661.9888  E 2090810.4990  ELEV 404.70          STA    95+71.95   

Course from E158 to E159  S 70^22'23.4" E    Dist 780.50

E159  (BY10-159)     N 747399.8254  E 2091545.6500  ELEV 425.86          STA   103+52.45  

Course from E159 to E160  S 70^9'34.4" E     Dist 717.67

E160  (BY10-160)     N 747156.2458  E 2092220.7230  ELEV 451.95          STA   110+70.12  

Course from E160 to 55    S 67^31'31.8" E    Dist 657.18

55    (U2719 AZ-55)  N 746905.0250  E 2092827.9880  ELEV 453.38          STA   117+27.30  

Course from 55 to 56      S 72^41'18.3" E    Dist 623.23

56    (U2719 AZ-56)  N 746719.5720  E 2093422.9850  ELEV 421.86          STA   123+50.53  

Course from 56 to E161    S 63^49'15.5" E    Dist 415.50

E161  (BY10B-161)    N 746536.2633  E 2093795.8620  ELEV 409.08          STA   127+66.03  
						         =BY10B STA   5+00.00
                                                                   
Course from E161 to E167  N 76^16'59.0" E    Dist 519.16

E167  (BY10-167)     N 746659.3707  E 2094300.2210  ELEV 402.40          STA   132+85.19  
=========================================================================================

-BY10A1- (BLUE RIDGE ROAD)
No Baseline Control

=========================================================================================

-BY10A2- (RIDGE ROAD)
No Baseline Control

=========================================================================================

Chain BY10B Contains:
	 E161 E162 E163 E164 E165 E166 
-BY10B- (FAIRCLOTH ST)
=========================================================================================
E161  (BY10B-161)    N 746536.2633  E 2093795.8620  ELEV 409.08          STA     5+00.00    
						         =BY10 STA    127+66.03
                                                                    
Course from E161 to E162  S 8^51'47.5" W     Dist 593.33

E162  (BY10B-162)    N 745950.0224  E 2093704.4450  ELEV 399.20          STA    10+93.33   

Course from E162 to E163  S 3^3'40.4" W      Dist 570.27

E163  (BY10B-163)    N 745380.5663  E 2093673.9910  ELEV 392.00          STA    16+63.60   

Course from E163 to E164  S 3^4'47.3" W      Dist 560.18

E164  (BY10B-164)    N 744821.1904  E 2093643.8940  ELEV 407.53          STA    22+23.78   

Course from E164 to E165  S 3^32'13.0" W     Dist 551.69

E165  (BY10B-165)    N 744270.5484  E 2093609.8590  ELEV 422.21          STA    27+75.47   

Course from E165 to E166  S 1^41'34.8" W     Dist 622.94

E166  (BY10B-166)    N 743647.8839  E 2093591.4550  ELEV 444.79          STA    33+98.41   
=========================================================================================

-BY11- (LAKE BOONE TRAIL)
No Baseline Control

=========================================================================================

****************************************
GEL BENCHMARKS
****************************************
GBM1       ELEVATION = 385.66
N 728731      E 2069491
GBL STATION 27+87.00 2 LEFT
SOUTHEAST CORNER OF CONCRETE BARRIER
****************************************

****************************************
GBM2       ELEVATION = 400.79
N 729635      E 2070940
GBL STATION 44+95.00 7 LEFT
SIGN BASE BOLT
****************************************

****************************************
GBM3       ELEVATION = 423.20
N 730775      E 2072777
GBL STATION 66+57.00 2 LEFT
SIGN BASE BOLT
****************************************

****************************************
GBM4       ELEVATION = 455.41
N 731840      E 2074405
GBL STATION 86+27.00 162 LEFT
BENCHNAIL IN BASE OF 24" OAK
****************************************

****************************************
GBM5       ELEVATION = 483.70
N 732943      E 2076132
GBL STATION 106+65.00 149 LEFT
BENCHNAIL IN BASE OF 18" PINE
****************************************

****************************************
GBM6       ELEVATION = 440.06
N 734101      E 2077981
GBL STATION 128+24.00 267 LEFT
BENCHNAIL IN BASE OF 36" PINE
****************************************

****************************************
GBM7       ELEVATION = 399.34
N 733737      E 2080154
GBL STATION 147+53.00 979 RIGHT
BENCHNAIL IN BASE OF 18" OAK
****************************************

****************************************
GBM8       ELEVATION = 359.86
N 735617      E 2081660
GBL STATION 168+00.00 337 LEFT
BENCHNAIL IN BASE OF 30" PINE
****************************************
STANTEC BENCHMARKS
****************************************
SBM9       ELEVATION = 409.05
N 736033      E 2083256
BL STATION 184+36 133 RIGHT
BENCH TIE IN BASE 20" PINE
****************************************

****************************************
SBM10       ELEVATION = 444.24
N 737169      E 2083591
SBY4 STATION 6+71 145 RIGHT
BENCH TIE IN BASE 21" OAK
****************************************

****************************************
SBM11       ELEVATION = 416.67
N 737657      E 2086594
SBY5 STATION 17+90 21 LEFT
BENCH TIE IN BASE 24" PINE
****************************************

****************************************
SBM12       ELEVATION = 435.56
N 741019      E 2087481
SBY6 STATION 5+32 110 LEFT
BENCH TIE IN BASE 26" PINE
****************************************

****************************************
SBM13       ELEVATION = 449.66
N 742119      E 2090672
SBY7 STATION 22+94 164 RIGHT
BENCH TIE IN BASE 15" PINE
****************************************

****************************************
SBM14       ELEVATION = 449.53
N 743297      E 2090175
BL STATION 287+90 95 RIGHT
BENCH TIE IN BASE 22" PECAN
****************************************
ESP BENCHMARKS
****************************************
EBM15       ELEVATION = 471.71
N 745408      E 2090827
BL STATION 309+92.87 173 RIGHT
ESP1 BENCH TIE IN 24" PINE
****************************************

****************************************
EBM16       ELEVATION = 407.79
N 748377      E 2090565
BL STATION 339+33.96 165 LEFT
ESP2 BENCH TIE IN 15" POPLAR
****************************************

****************************************
EBM17       ELEVATION = 350.57
N 749647      E 2090859
BL STATION 352+02.26 138 RIGHT
ESP3 BENCH TIE IN 18" OAK
****************************************

****************************************
EBM18       ELEVATION = 338.06
N 751624      E 2091131
BL STATION 371+67.83 315 LEFT
ESP4 BENCH TIE IN 36" POPLAR
****************************************

****************************************
EBM19       ELEVATION = 314.43
N 753585      E 2092664
BL STATION 396+21.60 145 RIGHT
ESP5 BENCH TIE IN 12" PINE
****************************************

****************************************
EBM20       ELEVATION = 424.40
N 748415      E 2083518
BY10 STATION 15+99.00 116 LEFT
ESP6 BENCH TIE IN 18" PINE
****************************************

****************************************
EBM21       ELEVATION = 406.15
N 747444      E 2088754
BY10 STATION 69+50.00 182 RIGHT
ESP7 BENCH TIE IN 24" POPLAR
****************************************

****************************************
EBM22       ELEVATION = 404.61
N 746672      E 2094319
BY10 STATION 132+85.00
N 55^43'53.0" E    Dist 23.11
ESP8 BENCH TIE IN 18" TWIN HOLLY
****************************************

****************************************
EBM23       ELEVATION = 449.96
N 743512      E 2093486
BY10B STATION 33+98.00
S 37^59'14.9" W    Dist 171.98
ESP9 BENCH TIE IN 15" PINE
****************************************
