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' // / /// ///' i / / /h 1842f8$-76,79/ / I l I II I I I I I II1IIII/ I/// ' \ //////// / // ///c / / / ////
/ . / , , . . �.-" t-_._..-I... ...,i i / I I I I . . l I , \ - , //. / . /,/,//
, , . - / / / / /
LINE TABLE
LINE BEARING LENGTH
L6 S16 24'02"W 20.23'
L7 S3 21'06"W 31.65'
L8 S 15°42 59 E 25.65'
L9 S46 22'31 "W 24.88'
L10 S16°09'19"W 20.36'
L 11 S7°35'11 E 66.50'
L12 S13°00'11'E 15.23'
L 13 S6°00'53E 3788'
L 14 S42 28'01 "IN 10.23'
L 15 589°13'38"W 24.36'
L 16 SO 20 50"W 8.57'
L17 S49°31'03'E 15.51,
L 18 SS 41'33E 17.89'
L 19 S26°34'54 "W 24.16'
L20 S25°36'17"W 19.66'
L21 S4 °58 43E 15.56'
L22 S73 4123"W 15.50,
L23 I S9°0245"W 22.25'
LINE TABLE
LINE BEARING LENGTH
L60 S17°06'53"W 18.95,
L61 S15 2921 "W 13.43'
L62 S 15 26'05"W 26.08'
L63 S 16°3705"W 18.95'
L64 S21 °48'58"W 10.29'
L65 S21 °39'31 "W 21.59'
L66 N85°1424"W 18.36'
L67 S59 2101 "W 11.61'
L68 S2 4943"W 16.14'
L69 S33°1948"W 10.64'
L70 N79°5042"W 27.36'
L71 S14 25'51"IN 27.53'
L72 S9°56'11 "W 19.15,
L73 S5°19'06'E 10.97'
L74 S31 °15'58"W 32.39'
L75 S15°4947"W 15.83'
L76 S32°45'15"W 24.15'
L77 S33°42'34"W 30.09'
LINE TABLE
LINE BEARING LENGTH
L24 S39°04'33"W 20.70'
L25 S20°12'46"W 15.46'
L26 S5°3249"W 14.52'
L27 S13°04'19"W 28.78'
L28 S28°1146"W 31.73'
L29 N23°4943"W 11.27'
- N55°30'31 "W 15.89,
L31 S66°02'07"W 12.43'
L32 N85°09'14"W 23.30'
L33 S17°1842"W 15.95'
L34 S11°0440"W 35.11'
L35 S16 4443"W 16.53'
L36 S57 2358"W 14.83'
L37 S25°36'17"W 19.66'
L38 S4 °5524 "W 46.70'
L39 S78 2826"W 1790'
L40 S88°37'15"W 20.75'
L41 S38°07'37"W 1 23.94'
LINE TABLE
LINE BEARING LENGTH
L78 S47°35'03"W 17.21'
L79 S36°07'06"W 21.55'
L80 S40°50'1/"W 10.55,
L81 S29°56'58"W 13.81'
L82 S23°3840"W 12.67'
L83 S53°53'30"W 13.08'
L84 S66°32'33"W 17.44'
L85 S3143'15"W 14.50'
L86 S384047"W 18.59'
L87 S11 °53'50"W 21.13'
L88 S4°31'01 "W 13.83'
L89 S29°15'58"W 10.39'
L90 S49°33'10"W 18.66'
L91 S50 22'33"W 16.49'
L 92 S60 °32'31 "W 19.18,
L93 N76°4UV7"W 12.68'
L94 S67 28'37"W 1763'
L95 S612440"W 19.64'
LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DRAWN BY
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/ . / , , . . �.-" t-_._..-I... ...,i i / I I I I . . l I , \ - , //. / . /,/,//
, , . - / / / / /
LINE TABLE
LINE BEARING LENGTH
L6 S16 24'02"W 20.23'
L7 S3 21'06"W 31.65'
L8 S 15°42 59 E 25.65'
L9 S46 22'31 "W 24.88'
L10 S16°09'19"W 20.36'
L 11 S7°35'11 E 66.50'
L12 S13°00'11'E 15.23'
L 13 S6°00'53E 3788'
L 14 S42 28'01 "IN 10.23'
L 15 589°13'38"W 24.36'
L 16 SO 20 50"W 8.57'
L17 S49°31'03'E 15.51,
L 18 SS 41'33E 17.89'
L 19 S26°34'54 "W 24.16'
L20 S25°36'17"W 19.66'
L21 S4 °58 43E 15.56'
L22 S73 4123"W 15.50,
L23 I S9°0245"W 22.25'
LINE TABLE
LINE BEARING LENGTH
L60 S17°06'53"W 18.95,
L61 S15 2921 "W 13.43'
L62 S 15 26'05"W 26.08'
L63 S 16°3705"W 18.95'
L64 S21 °48'58"W 10.29'
L65 S21 °39'31 "W 21.59'
L66 N85°1424"W 18.36'
L67 S59 2101 "W 11.61'
L68 S2 4943"W 16.14'
L69 S33°1948"W 10.64'
L70 N79°5042"W 27.36'
L71 S14 25'51"IN 27.53'
L72 S9°56'11 "W 19.15,
L73 S5°19'06'E 10.97'
L74 S31 °15'58"W 32.39'
L75 S15°4947"W 15.83'
L76 S32°45'15"W 24.15'
L77 S33°42'34"W 30.09'
LINE TABLE
LINE BEARING LENGTH
L24 S39°04'33"W 20.70'
L25 S20°12'46"W 15.46'
L26 S5°3249"W 14.52'
L27 S13°04'19"W 28.78'
L28 S28°1146"W 31.73'
L29 N23°4943"W 11.27'
- N55°30'31 "W 15.89,
L31 S66°02'07"W 12.43'
L32 N85°09'14"W 23.30'
L33 S17°1842"W 15.95'
L34 S11°0440"W 35.11'
L35 S16 4443"W 16.53'
L36 S57 2358"W 14.83'
L37 S25°36'17"W 19.66'
L38 S4 °5524 "W 46.70'
L39 S78 2826"W 1790'
L40 S88°37'15"W 20.75'
L41 S38°07'37"W 1 23.94'
LINE TABLE
LINE BEARING LENGTH
L78 S47°35'03"W 17.21'
L79 S36°07'06"W 21.55'
L80 S40°50'1/"W 10.55,
L81 S29°56'58"W 13.81'
L82 S23°3840"W 12.67'
L83 S53°53'30"W 13.08'
L84 S66°32'33"W 17.44'
L85 S3143'15"W 14.50'
L86 S384047"W 18.59'
L87 S11 °53'50"W 21.13'
L88 S4°31'01 "W 13.83'
L89 S29°15'58"W 10.39'
L90 S49°33'10"W 18.66'
L91 S50 22'33"W 16.49'
L 92 S60 °32'31 "W 19.18,
L93 N76°4UV7"W 12.68'
L94 S67 28'37"W 1763'
L95 S612440"W 19.64'
LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
DRAWN BY
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DESIGNED BY
331
CHECKED BY
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SCALE
1 " = 80'
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JOB NO.
47829
SHEET NO
C1.0
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LINE TABLE
LINE BEARING LENGTH
L60 S17°06'53"W 18.95,
L61 S15 2921 "W 13.43'
L62 S 15 26'05"W 26.08'
L63 S 16°3705"W 18.95'
L64 S21 °48'58"W 10.29'
L65 S21 °39'31 "W 21.59'
L66 N85°1424"W 18.36'
L67 S59 2101 "W 11.61'
L68 S2 4943"W 16.14'
L69 S33°1948"W 10.64'
L70 N79°5042"W 27.36'
L71 S14 25'51"IN 27.53'
L72 S9°56'11 "W 19.15,
L73 S5°19'06'E 10.97'
L74 S31 °15'58"W 32.39'
L75 S15°4947"W 15.83'
L76 S32°45'15"W 24.15'
L77 S33°42'34"W 30.09'
LINE TABLE
LINE BEARING LENGTH
L24 S39°04'33"W 20.70'
L25 S20°12'46"W 15.46'
L26 S5°3249"W 14.52'
L27 S13°04'19"W 28.78'
L28 S28°1146"W 31.73'
L29 N23°4943"W 11.27'
- N55°30'31 "W 15.89,
L31 S66°02'07"W 12.43'
L32 N85°09'14"W 23.30'
L33 S17°1842"W 15.95'
L34 S11°0440"W 35.11'
L35 S16 4443"W 16.53'
L36 S57 2358"W 14.83'
L37 S25°36'17"W 19.66'
L38 S4 °5524 "W 46.70'
L39 S78 2826"W 1790'
L40 S88°37'15"W 20.75'
L41 S38°07'37"W 1 23.94'
LINE TABLE
LINE BEARING LENGTH
L78 S47°35'03"W 17.21'
L79 S36°07'06"W 21.55'
L80 S40°50'1/"W 10.55,
L81 S29°56'58"W 13.81'
L82 S23°3840"W 12.67'
L83 S53°53'30"W 13.08'
L84 S66°32'33"W 17.44'
L85 S3143'15"W 14.50'
L86 S384047"W 18.59'
L87 S11 °53'50"W 21.13'
L88 S4°31'01 "W 13.83'
L89 S29°15'58"W 10.39'
L90 S49°33'10"W 18.66'
L91 S50 22'33"W 16.49'
L 92 S60 °32'31 "W 19.18,
L93 N76°4UV7"W 12.68'
L94 S67 28'37"W 1763'
L95 S612440"W 19.64'
LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1 " = 80'
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JOB NO.
47829
SHEET NO
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LINE TABLE
LINE BEARING LENGTH
L24 S39°04'33"W 20.70'
L25 S20°12'46"W 15.46'
L26 S5°3249"W 14.52'
L27 S13°04'19"W 28.78'
L28 S28°1146"W 31.73'
L29 N23°4943"W 11.27'
- N55°30'31 "W 15.89,
L31 S66°02'07"W 12.43'
L32 N85°09'14"W 23.30'
L33 S17°1842"W 15.95'
L34 S11°0440"W 35.11'
L35 S16 4443"W 16.53'
L36 S57 2358"W 14.83'
L37 S25°36'17"W 19.66'
L38 S4 °5524 "W 46.70'
L39 S78 2826"W 1790'
L40 S88°37'15"W 20.75'
L41 S38°07'37"W 1 23.94'
LINE TABLE
LINE BEARING LENGTH
L78 S47°35'03"W 17.21'
L79 S36°07'06"W 21.55'
L80 S40°50'1/"W 10.55,
L81 S29°56'58"W 13.81'
L82 S23°3840"W 12.67'
L83 S53°53'30"W 13.08'
L84 S66°32'33"W 17.44'
L85 S3143'15"W 14.50'
L86 S384047"W 18.59'
L87 S11 °53'50"W 21.13'
L88 S4°31'01 "W 13.83'
L89 S29°15'58"W 10.39'
L90 S49°33'10"W 18.66'
L91 S50 22'33"W 16.49'
L 92 S60 °32'31 "W 19.18,
L93 N76°4UV7"W 12.68'
L94 S67 28'37"W 1763'
L95 S612440"W 19.64'
LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
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SCALE
1 " = 80'
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JOB NO.
47829
SHEET NO
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LINE TABLE
LINE BEARING LENGTH
L78 S47°35'03"W 17.21'
L79 S36°07'06"W 21.55'
L80 S40°50'1/"W 10.55,
L81 S29°56'58"W 13.81'
L82 S23°3840"W 12.67'
L83 S53°53'30"W 13.08'
L84 S66°32'33"W 17.44'
L85 S3143'15"W 14.50'
L86 S384047"W 18.59'
L87 S11 °53'50"W 21.13'
L88 S4°31'01 "W 13.83'
L89 S29°15'58"W 10.39'
L90 S49°33'10"W 18.66'
L91 S50 22'33"W 16.49'
L 92 S60 °32'31 "W 19.18,
L93 N76°4UV7"W 12.68'
L94 S67 28'37"W 1763'
L95 S612440"W 19.64'
LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
M. ZACCARDO
SCALE
1 " = 80'
w
CD
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JOB NO.
47829
SHEET NO
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LINE TABLE
LINE BEARING LENGTH
L42 S10°54'09"W 13.17'
L43 S10°54'09"W 12.63'
L44 S 15 27'01 "W 15. 34'
L45 S 18 °41 '58"W 17.93'
L46 S31°1840"W 19.01,
L47 S45 2940"W 27.26'
L48 I S28°06'30E 14.93'
L49 S9°37'35E 19.06'
L50 S5 4252'E 19.21'
L51 S58°1309"W 18.75'
L52 S47°1722"W 11.28'
L53 S4 28'12"W 20.45'
L54 S2°5426E 3738'
L55 S19°5949E 18.64'
LOD S32°08'38"W 16.17'
L57 S52 21'17"W 22.94'
L58 S30°3332"W 18.25'
L59 S32 49'06"W 17.05'
LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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LINE TABLE
LINE BEARING LENGTH
L96 S6°11'35"W 21.12'
L97 S44°58'13"W 25.86'
L98 S16°1727"W 21.28'
L99 SIO°4531"W 14.53'
L 100 S29°14'13"W 12.22'
L 101 S85°27'19"W 15.97'
L102 S62°5509"W 10.15'
L 103 S41 °53 39"W 11.72'
L 104 N69°39'10"W 8.24'
L 105 S54 2749"W 14.68'
L 106 S54 °3324 "W 16.21 '
L 107 S48°50'05"W 11.53'
L 108 S 14 24 34 "W 13, 81 '
L 109 S30°4735"W 15.90,
L110 S124'10E 13.65'
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
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CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 124°04 35" 50.00' 108.28' 94.19' N78°54'33E 88.33'
LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
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LEGEND
IPF - IRON PIPE FOUND OO BOLLARD v SIGN
IRF - IRON ROD FOUND 0 MH DRAINAGE -= FO FIBER OPTIC
0MH SANITARY MARKER
lPS -IRON PIPE SET
PT - CALCULATED POINT © MH ELECTRIC Val SPRINKLER HEAD
CM - CONCRETE MONUMENT OT MH TELEPHONE 0 SPRINKLER VALVE
V FIRE HYDRANT O MH WATER ® GAS METER
❑i ELECTRIC BOX ® SPRINKLER BOX 0 GAS VALVE
In TELEPHONE PEDESTAL Q ELECTRIC METER < GROUND LAMP
® CABLE TV PEDESTAL ® CLEAN OUT Q5 BOREHOLE
f POWER POLE < GUY ® WATER METER ® AC UNIT
O-* LIGHT POLE 0 WATER VALVE ®TV TELEPHONE VAULT
* YARD LIGHT O ROOF DRAIN cff MAILBOX
DEED LINE
WELL LINE NOT SURVEYED
R / W - RIGHT-OF-WAY STORM LINE
P/L - PROPERTYLINE SANS SANITARYLINE
C / L - CENTERLINE Y FENCE
NTS - NOT TO SCALE OVERHEAD POWER LINE
GV -GAS VALVE OHP -
G PAINTED GAS LINE
CB - CATCH BASIN
GI - GRATE INLET UGP -PAINTED POWER LINE
Yl - YARD INLET PAINTED STORM LINE
Cl - CURB INLET - - - UGT- - -PAINTED TELEPHONE LINE
EP - EDGE OF - - - W- - -PAINTED WATERLINE
PAVING EDGE OF UNDERBRUSH
W APPROX LOCATION OF
FUTURE WATERLINE, BY OTHER,
APPROX. LOCATION OF
-FUTURE RIGHT-OF-WAY
TBC - TOP BACK OF CURB RCP -REINFORCED CONCRETE PIPE BY OTHERS
DB - DEED BOOK CMP - CORRUGATED METAL PIPE
PB - PLAT BOOK VCP - VITRIFIED CLAY PIPE
PG - PAGE DIP - DUCTILE IRON PIPE
SF - SQUARE FEET HDPE - HIGH DENSITY POL YETHYLENE PIPE
g FLAG POLE HVAC - HEATING, VENTILATION AND
AIR CONDITIONING
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
ALL CONSTRUCTION TO BE IN ACCORDANCE
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GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
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