SECTION2 - images1.loopnet.com
1
I ALSEY J. GILBERT PLS CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (deed description recorded in db______________ pg____________ etc.) THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK_____________PAGE_____________ THAT THE RATIO OF PRECISION IS 1:_____________ THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS________________DAY OF _____________AD__________ ___________________________________________________________ ALSEY J. GILBERT PLS _______________________ REG. NO. N 71° 35' 29" E S 17° 41' 20" W S 17° 41' 20" W LOT 14 PB 78 PG 199 RIPARIAN BUFFER N 74° 44' 30" W 239.88' 205.40' JIMMY R. COX DB 2032 PG 597 TP NO. 05I05199F NO 4 REBAR FLUSH WITH GROUND 1/2" EIP 4" ABOVE GROUND N 72° 18' 40" W 60.00' 46.87' N 72° 18' 40" W S 17° 41' 20" W 459.34' 30.48' 257.95' NO 4 REBAR FLUSH WITH GROUND N 75° 40' 42" W N 02° 36' 55" E S 17° 41' 20" W 431.37' 30.15' 491.66' 491.66' LOT 10 PB 78 PG 199 BLACK GUM CHOPPED AS CORNER N/F PHILLIP RANDALL WOOD DEED BOOK 638 PAGE 132 TAX PARCEL # 05I05039A ZONIN G A-R S 22° 00' 59" E S 10° 32' 09" W 400.94' C16 C14 S. TECH PARK LANE 60' PUBLIC R/W DETENTION POND TRACT POINTS ALONG CREEK ARE NO 4 REBAR 1" ABOVE STREAM RIPARIAN BUFFER HAND DUG DITCH L26 L30 L29 L52 L39 L37 L46 L45 L44 L43 L42 L41 L40 L38 L53 L32 S L36 L35 L34 L33 S L31 S L51 L50 EXISTING EASEMENT SEE PB 75 PG 123 L28 L27 NO 4 REBAR FLUSH WITH GROUND S 17° 41' 20" W 156.35' L48 L47 C22 C13 C25 L20 NO 4 REBAR FLUSH WITH GROUND NORTH FROM NSRS 2011 N=679434.25' E=2170792.42' RIPARIAN BUFFER L23 L21 N 06° 25' 52" W 308.90' EXISTING EASEMENT SEE PB 75 PG 123 S L25 L24 AUTOMATIC ROLLS LLC DB 3870 PG 770 L22 C20 C19 L19 L18 L17 L16 HARVEST MILL LANE 60' PUBLIC R/W PONY FARM ROAD NCSR 1570 60' PUBLIC R/W C21 AUTOMATIC ROLLS LLC DB 3870 PG 770 CP&L RIGHT OF WAY (PROGRESS ENERGY) 50' NC NATURAL GAS DB 1197 PG 609 N 27° 12' 47" W 505.01' L15 L14 L13 L12 L11 L10 N 62° 11' 27" E 257.22' TRACT 2 17.97 acres 782855.48 sq ft S 22° 00' 59" E 355.42' N 63° 07' 07" E 130.06' L1 C7 L3 L2 L5 L4 C6 NOT TO SCALE TIE LINE ONLY NCGS MONTAGUE NSRS COODINATES AS SHOT 2/26/2010 N=679055.170 E=2173022.957 S 10° 32' 09" W N 10° 32' 09" E N/F STEPHEN GRADY WOOD DEED BOOK 638 PAGE 132 TAX PARCEL # 05I05039 ZONING A-R S 02° 36' 55" W 1491.32' L49 C23 C9 C24 288.69' 288.69' 288.69' TRACT 1 11.83 acres 515385.99 sq ft S 02° 45' 06" W S 02° 45' 06" W N 02° 45' 06" E 319.35' 319.35' 319.35' C8 N/F ROBERT N. DOSTER DEED BOOK 879 PAGE 813 TAX PARCEL # 05E99OO12 ZONING I-1 N 22° 00' 59" W S 01° 52' 19" W 72.67' WALTHOM GROUP DB 3422 PG 196 TP NO. 05I05040 N 78° 29' 35" E UTILITY EASEMENT CONTAINS 0.24 acres 10317.66 sq ft C5 C4 C3 N 78° 29' 35" E 356.47' C2 C1 S 61° 09' 02" E 202.96' 3/4" EIP 2" BELOW GROUND 1747.31' GRID DISTANCE COMBINED FACTOR 0.999882041 S 01° 52' 19" W S 01° 52' 19" W S 01° 52' 19" W 22.20' 175.94' 188.86' 179.14' ECM EXISTING EASEMENT SEE PB 75 PG 123 132.93' 30.01' BAYER FEDERAL CREDIT UNION DB 1964 PG 904 TP NO. 05I05040 S 16° 15' 00" E 156.97' S 16° 15' 00" E N 73° 45' 00" E S 16° 15' 00" E 20.00' 129.74' L8 L7 L6 EIP 3/4" FLUSH WITH GROUND EXISTING COTTON SPINDLE S 16° 15' 00" E S 74° 01' 40" W 181.88' EIP SPINDLE L-3701 27TH JUNE 2017 37533 6/27/17 AJG ________a. THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; ________b. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; ________c. ANY ONE OF THE FOLLOWING: 1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET; 2. THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR 3. THAT THE SURVEY IS A CONTROL SURVEY. ________d. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION; ________e. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO PROVISIONS IN (a) THROUGH (d) ABOVE. ________ ____________________________________________________ DATE SURVEYOR ALSEY J. GILBERT PLS 442 1/2 EAST MAIN ST. CLAYTON NC 27520 PHONE 919/553-5104 FAX:919/553-3663 3720167800J 6/27/17 3720167700J 12/2/05 PROPERTY SHOWN HEREON _____IS _____ IS NOT LOCATED IN A FEMA DESIGNATED FLOOD ZONE FLOOD HAZARD NO._________________________ EFFECTIVE DATE:____________________________ ________ ________________________ DATE WETLANDS LINE L N A N I L O R A C H T R O R O E Y V R U S D N A L A O N I S S E F O R P SEAL L-3701 T R E B L I G J. Y E S L A PRELIMINARY PLAT: NOT FOR RECORDATION, SALES OR CONVEYANCES Id L1 L2 L3 L4 L5 L6 L7 L8 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 Bearing N 64° 07' 32" E N 66° 19' 14" E N 67° 34' 41" E N 67° 34' 41" E N 67° 59' 01" E N 69° 38' 50" E S 71° 33' 25" W S 72° 19' 17" W S 69° 59' 13" E S 11° 52' 27" E S 05° 59' 44" W S 17° 37' 06" E S 07° 16' 08" E S 24° 15' 29" W S 03° 32' 13" E S 16° 43' 46" W S 01° 24' 18" W S 24° 59' 37" W S 19° 01' 23" W S 19° 01' 23" W S 35° 38' 39" W S 00° 24' 20" E S 45° 35' 28" W S 16° 03' 24" W S 09° 08' 31" E S 50° 49' 55" W S 38° 04' 59" W N 38° 04' 59" E N 81° 57' 35" E N 31° 36' 48" E N 47° 24' 10" E N 10° 04' 39" E S 40° 51' 03" W S 40° 51' 03" W S 40° 51' 03" W N 38° 12' 04" W N 81° 17' 08" E N 44° 57' 38" E S 76° 28' 25" E N 54° 05' 32" E N 67° 11' 36" E N 11° 30' 20" E N 80° 02' 52" E N 16° 28' 08" E N 26° 16' 45" E S 28° 25' 39" W S 28° 25' 39" W S 28° 25' 39" W N 62° 06' 09" W S 62° 06' 09" E S 49° 08' 57" E N 49° 08' 57" W Distance 97.77' 73.15' 76.31' 75.00' 12.20' 122.70' 60.85' 65.74' 45.63' 25.36' 29.39' 51.60' 59.82' 45.35' 59.53' 29.89' 48.42' 50.09' 48.13' 47.48' 40.76' 27.77' 47.48' 31.60' 17.99' 63.66' 25.53' 2.36' 39.00' 25.61' 22.27' 12.03' 30.00' 6.46' 27.89' 45.85' 39.71' 16.69' 20.02' 55.77' 37.02' 17.17' 10.03' 36.82' 27.88' 12.22' 12.22' 12.22' 260.61' 251.80' 121.48' 124.88' 0 100 200 STATE OF NORTH CAROLINA, JOHNSTON CO. FILED FOR REGISTRATION AT___________________________M _____________________________20___________IN THE REGISTER OF DEEDS OFFICE RECORDED IN BOOK________PAGE___________ _______________________________________________ BY____________________________________________ CLAYTON TWP JOHNSTON COUNTY NC SCALE 1"=100' DATE 06-27-17 SOUTHTECH PARK SECTION2 SURVEY FOR: Id C1 C2 C3 C4 C5 C6 C7 C8 C9 C13 C14 C16 C19 C20 C21 C22 C23 C24 C25 Delta 03° 57' 20" 03° 22' 59" 17° 25' 46" 24° 46' 05" 24° 46' 05" 90° 00' 00" 91° 39' 47" 07° 47' 04" 07° 47' 04" 17° 53' 29" 17° 53' 29" 10° 44' 18" 173° 57' 51" 63° 36' 44" 89° 24' 14" 10° 44' 18" 17° 53' 29" 07° 47' 04" 10° 44' 18" Radius 340.00' 340.00' 340.00' 280.00' 310.00' 45.00' 45.00' 280.00' 310.00' 280.00' 310.00' 495.00' 55.00' 35.00' 30.00' 525.00' 340.00' 340.00' 555.00' Arc Length 23.47' 20.08' 103.43' 121.04' 134.01' 70.69' 71.99' 38.04' 42.12' 87.43' 96.80' 92.77' 166.99' 38.86' 46.81' 98.39' 106.17' 46.19' 104.02' Chord 23.47' 20.07' 103.03' 120.10' 132.97' 63.64' 64.56' 38.01' 42.09' 87.08' 96.41' 92.64' 109.85' 36.89' 42.21' 98.25' 105.74' 46.16' 103.87' Ch Bear S 20° 02' 19" E S 16° 22' 10" E S 05° 57' 47" E S 09° 37' 57" E S 09° 37' 57" E N 22° 59' 01" E N 67° 50' 53" W N 06° 38' 38" E S 06° 38' 38" W N 19° 28' 54" E S 19° 28' 54" W S 23° 03' 30" W S 03° 50' 35" E N 59° 01' 09" W N 17° 29' 20" E S 23° 03' 29" W S 19° 28' 54" W S 06° 38' 38" W N 23° 03' 30" E 200 PB 78 733 4533 (NCSR 1913) LEGEND: EIP........EXISTING IRON PIPE IPS........IRON PIPE SET EIS........EXISTING IRON STAKE ISS........IRON STAKE SET R/W......RIGHT OF WAY PK........PARKER KALON NAIL ECM......EXISTING CONC MONUMENT CMS......CONCRETE MONUMENT SET F/H........FIRE HYDRANT S .......SEWER CLEAN-OUT T ........TELEPHONE BOX C ........CABLE BOX ........TRANSFORMER W .......WATER VALVE SSMH.....SANITARY SEWER MANHOLE N/F.........NOW OR FORMERLY BC..........BACK OF CURB STREAM (IE WATER COURSE) RIGHT OF WAY PARCEL BOUNDARY RCP...REINFORCED CONCRETE PIPE ........GEODECTIC MONUMENT AREA BY COORDINATE METHOD TITLE BY LAWYER PROPERTY SUBJECT TO EASEMENT OF RECORD 000...... ADDRESS FEATURE TIE LINE VICINITY MAP NOT TO SCALE (NAD 83) US HIGHWAY 70 (NCSR 1901) (NCSR 1570) GORDAN ROAD POWHATAN ROAD NORTH TECH DRIVE PONY FARM ROAD SITE NSRS 2011
Transcript of SECTION2 - images1.loopnet.com
I ALSEY J. GILBERT PLS CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISIONFROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (deed description recorded indb______________ pg____________ etc.) THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLYINDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK_____________PAGE_____________THAT THE RATIO OF PRECISION IS 1:_____________ THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,REGISTRATION NUMBER AND SEAL THIS________________DAY OF _____________AD__________
___________________________________________________________ALSEY J. GILBERT PLS
_______________________REG. NO.
N 71° 35' 29" E
S 17
° 41'
20"
W
S 17
° 41'
20"
W
LOT 14PB 78 PG 199
RIPARIANBUFFER
N 74° 44' 30" W
239.88'
205.40'
JIMM
Y R. C
OX
DB 2032 PG
597
TP NO
. 05I05199F
NO 4REBARFLUSH WITHGROUND
1/2" EIP4" ABOVEGROUND
N 72° 18' 40" W60.00'
46.8
7'
N 72° 18' 40" W
S 17
° 41'
20"
W
459.34'
30.4
8'
257.
95'
NO 4REBARFLUSH WITHGROUND
N 75° 40' 42" W
N 02° 36' 55" E
S 17
° 41'
20"
W
431.37'
30.15'
491.
66'
491.
66'
LOT 10PB 78 PG 199
BLACK GUMCHOPPED ASCORNER
N/F
PH
ILLI
P R
AN
DA
LL W
OO
DD
EE
D B
OO
K 6
38 P
AG
E 1
32TA
X P
AR
CE
L #
05I0
5039
AZO
NIN
G A
-R
S 22° 00' 59" E
S 10
° 32
' 09"
W
400.94'
C16
C14
S. T
ECH
PAR
K LA
NE
60' P
UBL
IC R
/W
DETENTION POND TRACT
POINTS ALONG CREEK ARE
NO 4 REBAR 1" ABOVE STREAM
RIPARIAN
BUFFERHAND DUG DITCH
L26
L30L29
L52L39 L37
L46
L45 L44L43
L42
L41 L40L38
L53
L32S
L36
L35
L34
L33
S
L31
S
L51
L50
EXISTING EASEMENT
SEE PB 75 PG 123
L28
L27
NO 4REBARFLUSH WITHGROUND
S 17
° 41'
20"
W15
6.35
'
L48
L47
C22
C13
C25
L20
NO 4REBARFLUSH WITHGROUNDNORTH FROMNSRS 2011N=679434.25'E=2170792.42'
RIP
ARIA
N B
UFF
ER
L23
L21
N 06° 25' 52" W
308.90'
EXISTING
EASEMEN
T
SEE PB 75 PG 123
S
L25
L24
AUTOMATIC ROLLS LLCDB 3870 PG 770
L22
C20
C19
L19
L18
L17
L16
HARVEST MILL LANE
60' PUBLIC R/W
PONY FARM ROAD
NCSR 1570 60' PUBLIC R/W
C21
AUTOMATIC ROLLS LLCDB 3870 PG 770
CP&L RIGHT OF WAY
(PROGRESS ENERGY)
50' NC NATURAL GAS
DB 1197 PG 609
N 27° 12' 47" W505.01'
L15
L14
L13
L12
L11
L10
N 62° 11' 27" E257.22'
TRACT 217.97 acres782855.48 sq ft
S 22° 00' 59" E355.42'
N 63° 07' 07" E
130.06'
L1
C7
L3
L2
L5
L4
C6
NOT TO SCALE
TIE LINE ONLY
NCGS MONTAGUENSRS COODINATESAS SHOT 2/26/2010N=679055.170E=2173022.957
S 10
° 32
' 09"
W
N 1
0° 3
2' 0
9" E
N/F
STE
PH
EN
GR
AD
Y W
OO
DD
EE
D B
OO
K 6
38 P
AG
E 1
32TA
X P
AR
CE
L #
05I0
5039
ZON
ING
A-R
S 0
2° 3
6' 5
5" W
1491
.32'
L49
C23
C9 C2428
8.69
'
288.
69'
288.
69'
TRACT 111.83 acres
515385.99 sq ft
S 0
2° 4
5' 0
6" W
S 0
2° 4
5' 0
6" W
N 0
2° 4
5' 0
6" E
319.
35'
319.
35'
319.
35'
C8
N/F
RO
BE
RT
N. D
OS
TER
DE
ED
BO
OK
879
PA
GE
813
TAX
PA
RC
EL
# 05
E99
OO
12ZO
NIN
G I-
1
N 22° 00' 59" W
S 01° 52' 19" W72.67'
WALTHOM GROUPDB 3422 PG 196TP NO. 05I05040
N 78° 29' 35" E
UTILITY EASEMENTCONTAINS0.24 acres10317.66 sq ft
C5
C4C3
N 78° 29' 35" E356.47'
C2
C1
S 61° 09' 02" E
202.96'
3/4" EIP2" BELOWGROUND
1747.31'
GRID DISTANCE
COMBINED FACTOR
0.999882041
S 0
1° 5
2' 1
9" W
S 0
1° 5
2' 1
9" W
S 0
1° 5
2' 1
9" W
22.2
0'
175.
94'
188.86'
179.
14'
ECM
EX
ISTI
NG
EA
SE
ME
NT
SE
E P
B 7
5 P
G 1
23
132.93'30.01'
BAYER FEDERAL CREDITUNION DB 1964 PG 904TP NO. 05I05040
S 16° 15' 00" E
156.97'
S 16° 15' 00" E
N 73° 45' 00" E
S 16° 15' 00" E
20.00'
129.74'
L8
L7
L6
EIP3/4" FLUSH WITH
GROUND
EXISTINGCOTTONSPINDLE
S 16° 15' 00" E
S 74° 01' 40" W
181.88'
EIP
SPINDLE
L-3701
27TH JUNE 2017
37533
6/27/17
AJG
________a. THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;________b. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND;________c. ANY ONE OF THE FOLLOWING: 1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET; 2. THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR 3. THAT THE SURVEY IS A CONTROL SURVEY.________d. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;________e. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO PROVISIONS IN (a) THROUGH (d) ABOVE.
________ ____________________________________________________
DATE SURVEYOR
ALSEY J. GILBERT PLS442 1/2 EAST MAIN ST.
CLAYTON NC 27520PHONE 919/553-5104
FAX:919/553-3663
3720167800J
6/27/17
3720167700J
12/2/05
PROPERTY SHOWN HEREON _____IS _____ IS NOTLOCATED IN A FEMA DESIGNATED FLOOD ZONE
FLOOD HAZARD NO._________________________
EFFECTIVE DATE:____________________________
________ ________________________DATE
WETLANDS LINE
L
N
A
NILORACHTR
O
R
OE Y
VRUSDNAL
AO NISSEFO
RP
SEALL-3701
TR
EBLIGJ.YESLA
PRELIMINARY PLAT: NOT FOR RECORDATION, SALESOR CONVEYANCES
IdL1L2L3L4L5L6L7L8
L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53
BearingN 64° 07' 32" EN 66° 19' 14" EN 67° 34' 41" EN 67° 34' 41" EN 67° 59' 01" EN 69° 38' 50" ES 71° 33' 25" WS 72° 19' 17" WS 69° 59' 13" ES 11° 52' 27" ES 05° 59' 44" WS 17° 37' 06" ES 07° 16' 08" ES 24° 15' 29" WS 03° 32' 13" ES 16° 43' 46" WS 01° 24' 18" WS 24° 59' 37" WS 19° 01' 23" WS 19° 01' 23" WS 35° 38' 39" WS 00° 24' 20" ES 45° 35' 28" WS 16° 03' 24" WS 09° 08' 31" ES 50° 49' 55" WS 38° 04' 59" WN 38° 04' 59" EN 81° 57' 35" EN 31° 36' 48" EN 47° 24' 10" EN 10° 04' 39" ES 40° 51' 03" WS 40° 51' 03" WS 40° 51' 03" WN 38° 12' 04" WN 81° 17' 08" EN 44° 57' 38" ES 76° 28' 25" EN 54° 05' 32" EN 67° 11' 36" EN 11° 30' 20" EN 80° 02' 52" EN 16° 28' 08" EN 26° 16' 45" ES 28° 25' 39" WS 28° 25' 39" WS 28° 25' 39" WN 62° 06' 09" WS 62° 06' 09" ES 49° 08' 57" EN 49° 08' 57" W
Distance97.77'73.15'76.31'75.00'12.20'
122.70'60.85'65.74'45.63'25.36'29.39'51.60'59.82'45.35'59.53'29.89'48.42'50.09'48.13'47.48'40.76'27.77'47.48'31.60'17.99'63.66'25.53'2.36'
39.00'25.61'22.27'12.03'30.00'6.46'
27.89'45.85'39.71'16.69'20.02'55.77'37.02'17.17'10.03'36.82'27.88'12.22'12.22'12.22'
260.61'251.80'121.48'124.88'
0 100 200
STATE OF NORTH CAROLINA, JOHNSTON CO.FILED FOR REGISTRATION AT___________________________M
_____________________________20___________IN THEREGISTER OF DEEDS OFFICE
RECORDED IN BOOK________PAGE___________
_______________________________________________
BY____________________________________________
CLAYTON TWP JOHNSTON COUNTY NCSCALE 1"=100' DATE 06-27-17
SOUTHTECH PARK SECTION2
SURVEY FOR:
IdC1C2C3C4C5C6C7C8C9
C13C14C16C19C20C21C22C23C24C25
Delta03° 57' 20"03° 22' 59"17° 25' 46"24° 46' 05"24° 46' 05"90° 00' 00"91° 39' 47"07° 47' 04"07° 47' 04"17° 53' 29"17° 53' 29"10° 44' 18"173° 57' 51"63° 36' 44"89° 24' 14"10° 44' 18"17° 53' 29"07° 47' 04"10° 44' 18"
Radius340.00'340.00'340.00'280.00'310.00'45.00'45.00'
280.00'310.00'280.00'310.00'495.00'55.00'35.00'30.00'
525.00'340.00'340.00'555.00'
Arc Length23.47'20.08'
103.43'121.04'134.01'70.69'71.99'38.04'42.12'87.43'96.80'92.77'
166.99'38.86'46.81'98.39'
106.17'46.19'
104.02'
Chord23.47'20.07'
103.03'120.10'132.97'63.64'64.56'38.01'42.09'87.08'96.41'92.64'
109.85'36.89'42.21'98.25'
105.74'46.16'
103.87'
Ch BearS 20° 02' 19" ES 16° 22' 10" ES 05° 57' 47" ES 09° 37' 57" ES 09° 37' 57" EN 22° 59' 01" EN 67° 50' 53" WN 06° 38' 38" ES 06° 38' 38" WN 19° 28' 54" ES 19° 28' 54" WS 23° 03' 30" WS 03° 50' 35" EN 59° 01' 09" WN 17° 29' 20" ES 23° 03' 29" WS 19° 28' 54" WS 06° 38' 38" WN 23° 03' 30" E
200PB 787334533
(NCSR 1913)
LEGEND:EIP........EXISTING IRON PIPEIPS........IRON PIPE SETEIS........EXISTING IRON STAKEISS........IRON STAKE SETR/W......RIGHT OF WAYPK........PARKER KALON NAILECM......EXISTING CONC MONUMENTCMS......CONCRETE MONUMENT SETF/H........FIRE HYDRANT S .......SEWER CLEAN-OUT T ........TELEPHONE BOX C ........CABLE BOX ........TRANSFORMER W .......WATER VALVESSMH.....SANITARY SEWER MANHOLEN/F.........NOW OR FORMERLYBC..........BACK OF CURB
STREAM (IE WATER COURSE)
RIGHT OF WAYPARCEL BOUNDARY
RCP...REINFORCED CONCRETE PIPE........GEODECTIC MONUMENT
AREA BY COORDINATE METHODTITLE BY LAWYERPROPERTY SUBJECT TO EASEMENT OF RECORD
000...... ADDRESS
FEATURETIE LINE
VICINITY MAP NOT TO SCALE
(NAD 83)
US H
IGH
WAY 70
(NCSR 1901)(NCSR 1570)
GORDAN ROAD
POWHATAN ROAD
NORTH TECH DRIVE
PONY FARM ROAD
SITE NSRS2011
