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�ERR� R04) SURVEY CERTIFICATE
TABLE
PJE41 I, MICHAEL E. DICKERSON, LICENSED AS A PROFESSIONAL LAND SURVEYOR IN CURVE RAD/US ARC LENGTHYE CHORD LENGTH CHORD BEARING
L THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY THAT THIS PLAT Cl 31.00' 20.72' 20.33' N 80'57'06" W
o I ACCURATELY DEPICTS THE LEGAL BOUNDARIES AND THE PHYSICAL LOCATION OF C2 139.91' 50.42' 50.15' N 78'16'27" W
-ESEARCH DRIVE I THE UNITS AND OTHER IMPROVEMENTS RELATIVE TO THOSE BOUNDARIES. 6000000000,400C3 104.49' 102.42' 98.37' N 29'55'21" W .01 0,
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MICHAEL E. DICKERSON, PROFESSIONAL LAND SURVEYOR L-3639 �\ L OWNER INFORMATION bt9�• g e e oCD 4J
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Q a a• L• -3639 a e THE BOARD OF TRUSTEES OF THE ENDOWMENT FUND OF LINE TABLE -
LINE BEARING DISTANCE i
DRIVE CERTIFICATE OF ACCURACY ?s ! � S NORTH CAROLINA STATE UNIVERSITY u� al
RE DR o ° ° o L 1 N 88'33 22" E 53.74' (� - �. rF
9 POST OFFICE BOX 7001
willMPUs 5 %'Se°° SUR;o°°°eQyo° L2 S 89'12'37" E 126.24' Ce C z 3
I, MICHAEL E. DICKERSON, LICENSED AS A PROFESSIONAL LAND SURVEYOR IN oo,oO,9FC°E°D�C,'E-°°°°o° RALEIGH, NC L3 N 03'20'59" E '
THE STATE OF NORTH CAROLINA, DO HEREBY CERTIFY THAT THIS PLAT WAS °p0o®°o0cAC.o L4 N 01'19'10" E 56.45' J
D.B. 10522, PG. 851 L5 N 72'25 1 B E 61.88' ` a V N
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY L6 S 72'45 21 E 166.28' ^ , -A
SUPERVISION DEED DESCRIPTION RECORDED IN DEED BOOK 10522 PAGE L7 N 86'25'02" E 42.56' W N
LAKE 842. THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN L8 S 68'25'53" E 108.29' p` u
N
FROM INFORMATION FOUND IN BOOK OF MAPS 2"3 , PAGE 402L; THAT THE L9 S 31'24'07" E 53.29' •
RATIO OF PRECISION AS CALCULATED IS 1 : 88.000+ ; THAT THIS MAP WAS L 10 S 38'50'41" W 78.16' 4...) .0 5,'
VICINITY MAP NOT TO SCALE PREPARED IN ACCORDANCE WITH G.S. 47-30, AS AMENDED. WITNESS MY L11 S 32'59'04" W 46.90' •�
L 12 S 23'05'56" W 84.80' 3 ,,.,
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ORIGINAL oSIGNATURREE ANDS THIS 1.8TH DAY OF , F:e :; A.D., 2019'. L13 S 26'20'47" W 30.36'
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ip.^ j �--� L - 3G 39 L 14 S 30'13'32" W 76.06'
L15 S 20'23'20" W 59.91'
LEGEND (UNLESS OTHERWISE NOTED) MICHAEL E. DICKERSON, PROFESSIONAL LAND SURVEYOR L-3639 L 16 S 02'39'41" W 74.89' ,,
L 17 S 35'02'18" E 50.92'
BFP - BACKFLOW PREVENTER L 18 S 89'15 30" E 46.16' i:I �
BOP - BACK OF CURB L5_,..--"-- L19 S 01'10'04" W 25.13' `4r
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEENGe..../ 6 L20 S 02'45'58" W 40.55' `a
CB - CATCH BASIN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
CLM - COLUMN WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. THE STATE OF NORTH CAROLINA �t L7 L21 S 02'18'17 E 8.86'
CO - CLEANOUT L22 S 15'26'47" E 10.80'
D.B. 15950, PG. 2766 Z8 L23 S 12'50'15" E 26.07'
CSX - CHISELED "X" FOUND P.I.N.: 0793.18-52-0723 --E.- L24 S 19'28'18" E 13.16'
D.B. - DEED BOOK
EM - ELECTRIC METER L25 S 27'36'28" E 19.87'
EOP - EDGE OF PAVEMENT L26 S 08'58'33" E 27.46'
FH - FIRE HYDRANT m a° L27 N 89'12'02" W 97.51'
IPF - IRON PIPE FOUND ' aI L28 N 89'13'15" W 66.52'
IPS - IRON PIPE SET �c L29 N 74'51'09" W 72.97' z
RBF - REBAR FOUND L30 N 61'48'24" W 6.50' -a
RD - ROOF DRAIN L1 L2 �_� e L31 S 79'54'11" W 53.08' w
R/W - RIGHT OF WAY �_ L32 N 89'12'33" W 46.44' V TR - ELECTRIC TRANSFORMER L33 S 20'12 20" W 12.29' y
WV - WATER VALVE \\ L35 N 69'52'35" W 123.59' ce
O
r NEED NOT
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ADJOINER I BE BUILT L37 N 65'51'44" W 120.20'
ry L38 N 24'48'31" E 17.21'
BOUNDARY THE STATE OF NORTH CAROLINA p 1111,P11111111111111
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l �I::�■ L39 N 66'12'12" W 34.32' O
L40 N 89'12'37" W 15.95' r- CO
D.B. 10522, PG. 842 w �o L41 N 00'47'23" E 30.10' zVLEASE AREA P.I.N.: 0793.14-34-9837 o z ,, L42 N 30'46'S0" W 159.81' i-I-vO SEE
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THE STATE OF NORTH CAROLINAiki
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D.B. 15950, PG. 2766 �, z; I DRY RIVER CT Z m M
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TOTAL LEASE AREA o it4. j „o D.B. 15950, PG. 2766 U F-
P.I.N.: 0793.18-52-0723 a
15.404 ACRES Q. POND CREST CT
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L40 THE STATE OF NORTH CAROL/NA
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PIN 0793.14-44-1668 C / c`
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GENERAL NOTES N 89'12'25" W 247.00' ° L28 e L27 o
1. THE CONDOMINIUM UNITS IN BUILDING 2 ARE SUBJECT TO
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SPECIAL DECLARANT RIGHTS AS DESCRIBED IN THE o DECLARATION. THE STATE OF NORTH CAROLINA z0
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2. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL D.B. 15950, PG. 2766 w z
APPLICABLE DEED RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY,
P.I.N.: 0793.18-52-0723 LI
UTILITIES AND RESTRICTIVE COVENANTS WHICH MAY BE OF
DATE: SCALE:
2/8/19 1" = 100'
RECORD, AS LISTED, OR IMPLIED. _ DRAWN: CHECKED:
3. AREAS COMPUTED BY COORDINATE METHOD. NMED MED
WAKE COUNTY, NC 131 SHEET:
4. BASIS OF BEARING NAD 83(2001) CHARLES P. GILL I AM
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. REGISTER OF DEEDS
PRESENTED a RECORDED ON 1 of 2
CAD FILE:
6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE 02r11r2019 11:45:54 BD 190124A
NOTED. `
7. CONCRETE SIDEWALK, HVAC AND SEWER SERVICES WERE ,IIIIIIIIII II EOM 1111111 llI 100' 0 100' 200'
...., PROJECT NO:
NOT INSTALLED AT THE TIME OF THE SURVEY. BOOK:CM2019 PAGE:08009 SCALE: 1 " = 100' 2150085