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CENTERLINE OF 25' WIDE PUBLIC STORM WATER CURVE TABLE ~
DRAINAGE EASEMENT. OWNERSHIP OF, AND RESPONSIBILITY 1 CURVE DELTA CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG CHORD
FOR IMPROVEMENT AND MAINTENAWCE OF STORM WATER FACILITIES IN THIS EASEMENT REMAINS WITH THE GRANTOR. JOSWi S. HURRAY III C1 10'33'02 C1 10'33'02' 455.14 83.81 42.02 S01'33'03"W 83.69 g
IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE D.B. 2054/479 CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT P.B. 133/23 ~ SURREY w
ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN T.M. 422-05-001 ad Z a GREEN LANE g
THE "REVISED DECLARATION OF RIGHTS AND PRMLEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILItY ~ a ~ ~ W o w BURN
EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT > ~ m a
ANO REVISED DECLARATKNr DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, ~ a zm x° ~
FlLLS EMBANKMENTS OR OBSTRUCTIONS PERMUTED WITHIN THE a J pW 6" DIP rc ~
EASEMENT EXCEPT ACCORDING TO THOSE TERMS. E °a 0 U
CONTROL ~6~ ~ ~ O ~n
CORNER N89'S8 07 E ~ 175.31 ' ~ n S03'43'28"E N
~ 11.37(TOTAL) ~
1 ~ ~ \ O W U~ \ RIM 264.24 ~
N 283 N ~ \ 4 Ui INV. IN 254.64 Z x
261 144.75 s ~ INV. OUT 254.54 rc UNO 3.24 S (8" PVC PIPES)
261 A~ 261 ~ p W? 2ya m 0
4 ° 9 261 j N ~ ` gsj f 4 9 1~ 9S ~N/o~ '9~ 6L m a
vv 4 44+ 4v4 a v av t~ CENTERLINE OF EXLSTiNG 30' WIDE CITY OF 15' 1 ~ DURHAM SANRARY SEWER EASEMENT. SUBJECT
4 / 28J.95I r 1 \ 5 TO TERMS STATED IN THE DECLARATION IN 1 12 REAL ESTATE BOOK 1510, PAGE 958. NO
v v v~ / v 62 ~ j •5 STRUCTURES, Fll1S, EMBANKMENT'S, TREES OR
~ 9 v 266 9 4 (J ° ° 267 08STRUCTIONS PERMTTiED WfiHIN THE EASEMENT ~ ~ EXCEPT ACCORDING TO THOSE TERMS.
9 4 9 494 _ ~ 2 n i M ;
f PO 9 Py~4 PP09P9tl 949444 269 ~ 49 VP P PP94 9494 PPP 44949 270 ~o i N ~
n' v ve 4v 211 N M! / vv v vv44v4oPPV vvvv9v ~ a9 v4 1M w ~
' ~ ~ a4 va 4avvvav v evvo 9 P4 04940 999090949 r 4P PO 497 999999494944 \ N O
409 444 0P 44044444004 4 0 P 44 P 440 4 044 40 994944 Q999999 ~ E CT. R RNLEY N 1J
4404 v9 9499 0 949 4999999994 49449 44tl9 04494 v9 9490 J~~9IIP 9444 ~ ovvvv 90944 444 9P 94494 p~-4..,q 494 ~ U 8.5 ~ z° a ~
444 0999999 9 POOPP 9 4494 994909'^ ~ , 1 ~ $4t ~
j 9 49 PG 994499 444 00 V ! 4 'r 44999 990404 04444444 444 P 044 0 4 0 r` N 4944094 OC4P4499 99P`'J' `'1494 949 P P 944 9 99 0 n i 4949 949 90444 9 444444 94 4449 9 9 O OP 3( ~!T! v g64 EpF~~s~~ip~ ~ 0 V €~8 aa~
' ~ 40 4 99949 444 44 999 0 4 0P 9 P P O 44 9 4499944 00 .99440949 49 0 0 0 90 49 P9P9P 090 4444449000 04 P P 9 4 4II L ~ ~ G 0 ~ ~a 8 S
Q 49 44 994494 9490 44004444 499499 4 V r 0 449900 949494 P9 -~44094P494 494 P II 9 y4 4 4904949000 P9 44994494 99 9 99 9 44 I v 'l.IE t~E ~ a. F I ' APPROXIMATE LOCATION Qi ~g~~T1a ~ ~ i' a
~ N 4 avvvev4vvvv vo c. vvv4v Ova v v v v v j ~ r P 99904494494 '7 f'' i u"'^ 4 449 4 4 4 N 0 04949 00094 fi~# ~ ~ ~ ~ 09 9 P r Z Yea 8 l OF 4 DIP WATERLINE g#~i ~ TaT B
(n r• O O PW0409 9994 3 r 0 400049 4949 YI'% Y~ ~ , 'E~ TAKEN FROM STiE PLAN Ja$g PREPARED BY DUANE K. ~ ~ a~ ~~i € _
I n 9 0949494 4P ~~4V~n 9#~ C W {p w v v9PVa9vv v:, ~ HOPE VALLEY ~ m 94 4444944 P , 262 STEWART & ASSOCUITES INC. ~ ~ J ~ ~ ENTITLED "SURREY GREEN II ~ ~ a a
~~p~/ Q N 94 494 PY44 P 1 y~ ~ COUI\IRI l.LU6 \ O 999 9RP0409 4V ~ CONSTRUCTION PIANS
P.B. 6/149 M N v9vv 90 VO VPV v44 7S, P v v v 4 9 v 9 4 v v v 4 Pf0 SCd Residence b" ` CP 10.29 DATED 9/8/1987
MO m 9PV v4vvavv9 c'; ~ ~ Z 4 v 4 9 0 4 0 0 0 4 2700 Sq.$(f00tprint' N i ~ ~ N46'58'02"W ~ ~
N N v v v v v°vvv°o 4°v° f.F.ELEV =271,00 N v P vvv9vPa994~ - ~ v v oP9vavvvvv 3.87 I E _ _ _ _ ~ N - - - _ _ - -
v 4vvP9avavv 2, + N ~ v 444vv4044 N N.. avvvv444ov ~ ~ ~ ~ _ _ 7 (D ~ I ; N N: ti i i
9994 P4099Pr ~ 990D 90449 4 ° O ! vvv4vvvPV ~a~ a a. k` ~ ~ I ' RIM 261.67 i ~ INV. IN 253.37
99944 9 C 3 1 9.. y., INV. OUT 253.27
4 I t r 4,; i (8 PVC PIPES)
9449 ' 49999 ~ I i 0 86.62
{ vavvvv N " 9094449 Y 49 VC 49 V~T~ ~ it , 949944 OPO 94444 949 44 99 PP' '~'i7 ~ ~ " N ' i ~ ~ ~ ~ I
\ 090499 4440 49449 994 OP 99 479 m ~ \ '?44994 PP 44 9 40444 449 44 444404 :0444 c4 9 44994 49 49 494 99 Q m ~ f t
~ -944 4tl0 949 94999 994 49 449 09 PP ''~v49 94 00 44494 999 404 490 P9 P9 ~ ~ 6~ .f
~,'~P444 4P P 0 90949 944 99499444 994 ' I 09499 P 9 0 49494 909 4499 49p 0999 P 0444 c9 04 4494 404 044444% 2 i ~ s W
".'4 494 40 4 9494 POOP 4 944 4404044 \ .4 904 0 0 9440 9400 P9PV v9v4v9 0 4 9 0P OR 4904 49494 9444 P 4494 9 FP r i z
\ 99 4 4 4944 09949 4444 44 0 949 44 0 90 944999909 9909 0 9904 99 9P P O 400 99494 9 0 P40vv 4449 10
4P 90 4 99490 449 090444 P9P99 00 ~,,1 ~ P4P4 99 0440 9499 44994 949 t I ~ M ~J
""--"~I~O--"~~E ! , P 44999 D 00 09 P 90 9 P 904 Ptlv9P 494 N AREA IS TO PR0~6,CT 1 ~ 49049 4 049 0 94499 0P 44949 944 f~ ~ Fy Q i ~i Ol ~ ~
THE RESIDENTIAL QU ~ 4 400 9949 4 0 4 4 9 949 990 OP 90 09 ' Imo' OF THE AR NO D ~ N 4 o4v949 v9 vvPV vv4vvv4vvv lok 1 Q'aa 3 ~ ix• ~ t
~p '/,1 ~ 9994949 994 949 4944 9949 COMMERCIAL BUILDING AR 49 04 9 99 994 944449 P444P 4 l0 01 ' ~ i w ` O ~ ~ i C M
ALLOWED IN THIS AREA. ~ 271 9004 9 4994 4 444444 994449 44 N ~ ~ ? 49444 0 940 94099 II94 ~ N ~ ~ O O 17
270 P 999 994044 949 (y ~ 444 9444 449 0 269 DP 494 4908 09 N N ~ ' o V1 c
vv4 vvv ~ 268 9 v 4 v r ~ ~ ~ ~a N
267 P ~ ? hi 266 ~ j ~ t0 'y', INV. 256.29 ~ ~ C
2 9 RCP O
~ s4 ~ 1 2 26 / Q ~ ~ ' 1 03
OL i 30" H ~ U RCP L (n
COR INV• ` ?~s 256.86 ( ` t 0 ~ TU ~
1 1(tOTAL) i ~ r 4- ~ 0 ~ ~ INV. 256.23 N (6 Z
~ E 17.72 ALLEN DALE SMITH, Jr. U ~ J
I D.B. 2185/776 ~ ~ P.B. 133/23 ~ ~
' EL EL i 2. I T.M. 422-05-003 ~ ~ t
268'17 267.68 S8458'S2"E PIN ~ 0719-02-88-1000 N sL ~ L 9.47 34434f S.F. (0.791 AC.) ~ 7
CENTERLINE OF 12.5' ' 25' PRNATE ~o 12.5' VACANT LOT -WOODED LOT
~ 1.)THE 100-YEAR BASE FLOOD ELEVATION EL SEWER EASEMENT FOR THIS AREA IS 269.0 ACCORDING TO 268.58 EL
FlRM PANEL X158 DATED FEBRUARY 2,1996. 267.74 GRAPHIC SCALE Brae
2.)A BASE FlLL OF 2.0' ABOVE THE BASE oa-ol-o1
ROOD ELEVATION IS REQUIRED FOR DWEWNG 4 " THE DWEWNG TO BE CONSTRUCTED ON. M6 0 10 20 40
THAT ELEVATION IS TO BE CARRIED OUi DAVID N. LONG
15 OUTSIDE OF THE DWEWNG. THE D.B. 1835/865 „ ~ NEXT 25' ARE TO Bf SLOPED AT A RA1T0 P.B. 117/68 SCALE: 1 20' rTc aoMM. Na
NO GREATER THAN 3:1. ZONING PDR 1.3 T.M. 422-05-004 SEi BACK REO: zooo-a SHEET Nl~t
3.) THE ENTIRE LOT IS LOCATED WITH IN FRONT 8
THE 100 YEAR ROOD HAZARD AREA ACCORDING INDV. SIDE 8 TO FIRM PANEL X158 GATED FEBRUARY 2,1996. REAR 8
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CURVE TABLE o CHORD BRG CHORD a
S. HURRAY III CURVE DELTA I JOSIAH E OELTA RADIUS LENGTH TANGENT ~ ~ SURREY W 10'33'02' 455.14 83.81 42.02 50133 03"W 83.69 ~ Z
CENTERLINE OF 25' WIDE PUBLIC STORM WATER D.B. 2054/479 C1 10'33'02' ~ DRAINAGE EASEMENT. OWNERSHIP OF, AND RESPONSIBILITY P.B. 133/23 GREEN LANE g
FOR IMPROVEMENT AND MAINTENANCE OF STORM WATER T.M. 422-05-001 ~ a URNLEY CT. ~ B
FAgLffIES IN THIS EASEMENT REMAINS WITH THE GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE m w
CITY, THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED IN a a _ ~ ~ J
THE "REVISED DECLARATION OF RIGHTS AND PRMLEGES OF THE CITY OF DURHAM IN STORM WATER MANAGEMENT FACILITY W a
EASEMENTS" RECORDED IN REAL ESTATE BOOK 2298, PAGE 208,
WHICH DOCUMENT IS INCORPORATED HERON. THIS EASEMENT , AND REVISED DECLARATION DO NOT CREATE THE OBLIGATION i a ~ , . ' ,
TO PROVIDE PUBLIC MAINTENANCE. NO BUILDINGS, STRUCTURES, a FlLLS EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE ~ . 4 l ~ 6" DIP ` 0
EASEMENT EXCEPT ACCORDING TO THOSE TERMS. 7 I a .5 i 2 ~ .9 s i
0 ~ 6
co L Arm 6 ~ CO i2 N89'58 07 E 175.31 4 ~ 2 ~ 4~ ' S03'43'28"E
b7 ' ~ . ~ 11.37(TOTAL) J
~ ~ \ ~ ~ ~ 8 OAK N W RIM 264.24 \
2 h ~ _ / ~ \ ' ( z INV. IN 254.64 \ 4~ ~ INV. OUT 254.54
- - ~ 4 ~ ` ~ S89'58'07"W 144.75 _ _ - s \ 3.24 4 (8" PVC PIPES) s \ '
, ~4 N y 64 Z
~l4 .ot ,9 S), v ~ 26' PINE in ~ F ~s°~• .9 sj, ,
2 \ vv 2 E` CENTERLINE OF EXISTING 30' MADE CITE OF \ 15' ~ DURHAM SANRARY SEWER EASEMENT. SUBJECT 15 TO TERMS STATED IN THE DECLARATION IN
A V4 ' s 1 .5 1 .5 REAL ESTATE 8001( 1510, PAGE 958. NO
7 ~ p Z~.9~ 12.5 9x9: v ?62 12.5 STRUCTURES, FILLS, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMRTED WITINN THE EASEMENT
v 9 v 4 ~ 14" OAK . 14 L°4 23 \ . z~EPT ACCORDING TO THOSE TERMS.
SWEETGUM ~ 4 v 9476 94 r-44vv,4 4 M ' M ~
N 0 V~ 4444444 ~ LIGI ~Q c 4 ° 9 ~6^PV4 4 9 Q v ~ 18" SWEETGUM MOj' POL UGHT ~ z~ O Ol,
N l 9<. 'P 4 444444444 4V4 ~ G Q4 vvavv4v CP'7 M , - a0 W -96- .15 9
G 4 4 44444 4474 3 44 44 4444 7499 -444 ~ ~ ! O N ~ ~ Y CT.
44 p4~~ 44 49V4V9v4o 47 ~ O " 04 4V~! 4 49 4 v ~ NLE BUR O N ,
11 4 C~ 04 44 44 ~7 \ ~ 8 ~ ~P° • N ETGUM 9 9 x 4 SWEETG 4 4 9 4 4 1iL 4 4 4 4 4 4 ~4G 4 4 (V 8.5 3 4 SWE 7487 t444 4491 N O' C) ' iv 8.5 Z,
pp '94 44'v 474 T~ ~ ~p 4 94444494x9^ -~?"ae•t 44444D 4444 7 ~ ' o• ~~~p5 p~ , -261.77- 7
14' 39-~--~~ 44V 94444449P 94444 v4 , ~7 6'479 44444II 4444444 P444 49444494444 SWEETGUM 44~4II 44 44444 9 444 PO " G444~ ~ z~ q9 '
J x4444o~~q44 44 vvvvvvav 444 04 v4~`'' Q 'v4 vvvvvvZ avvvv44vv4vvvv ~ vv n 4 , , .
F' 26 vvovvvvv vvvvvc44a4vv 9 ~ pOpLp,R 4vwwwavvvvvvvv vvvavvv4v ev \ I \ , ~ 4vavvvG:- ,vv49v vvavvvvvavv „ \ . I APPROXIMATE LOCATION
~ P44944444444 4444?`" ".~P44 ~ P 641Rv v v v o v v o v v v 14" SWEETGUM ' OF 4" DIP WATERLINE ' ~z TAKEN FROM SITE PLAN , ~ 1, '~z.
~ vvvvvv 4vvvvvvvv ' ~ 0449444 vvvovvvv PREPARED BY DUANE K. ' ?6' STEWART do ASSOCUITES INC.
~ 444444V 9444444P ~EETQM W ' 44400444444444949 ' ? ' "SURREY GREEN II , ~ ENTITLED
HOPE VAUFY 4a ro v4vvavvv4vv4vvv44 COUNTRY CLUB O ~ vv4vvvvvovvvvv4o4 444944444 44444444 3 1•~ n~ ~ CONSTRUCTION PLANS' ~p 10.29 DATED 9/8/1987
P.B. 6/149 M 15' ~ vvvvvvvvvv vvv vv vvv'v ih ~ vevavvvvv vc44vvvv9 ALLEN DALE SMITH, Jr. .~i o.oo ,
O ~vvvvavovvo vvvvvvvvvv 0.6. 2185/776 2 ovo4vv4ovvv vo vvv N46'58'02'W
v vavvvvvvvvvv vvv P.B. 133/Z3 vvvvvvvvvv vvv vvvvv T.M. 422-05-003 I 3.87
4vvvvvvvvv vvvvo4vvovv 44vvvovvv vv4ov4vvvvvv PIN ~ 0719-02-88-1000 vvvvvav4vvevcvvoa4 vvv4 `3443-~F, ~7t,}# A~ I
\ 4 9 4 4 4 4 4 4 4 4 4 x 4 at4 4 4 v~IIa v v VACANT LOT -WOODED LOT -LGU \ v44444V.44494 RIM 261.67 INV. IN 253.37
4444`1 `,9"P¢ri 4449444 4V4" 97'+ 444444444 947Y9V 9444P44444 (f) INV. OUT 253.27
\ 21"OAK 74444444444 O 1 '7~ 74404444444 o ~ (8" PVC PIPES)
944949vvov4vavvvo ~j ' 4449V4794444444444 ~ O N 6.62 O 8
\ \ 944 4444444444444 nj 7~~_ ~y v4 444440^44x4994 ~ N I
11'OAK 4444 444444444444 44444404444444 I 264/$ ppp~44 44494 44444404444444494 ITI \ 4 4444 444440444444444444444P7447 m
Y4444 4 44444444444444444444x444444 J •7 4 444q~®4444444 x4444444444444444444 W ( \ 44 444044444444444444444494444404D444 O w b I
4 4444494944444444444444444444444440 Q ~ O
20' P E \ v vv4ov44av 4w-vv-c~vvavvvvvvvvvvvvvv \ 4444444444344440444'F444444444V40444 9 15 INE vvvavvvvvoevevvvvvvv~/'v vvvvvvvvvv 444x44 vvovov4r4vvvavvv3'v'~avvvv4v .70 I 1.16 FQ- '
\ 44P444 44444444 9444vv4P'V D4444 I '479`x9 40 44'~~4944444444~44
\ \ 9 V04~9 444y~'~ 444440444444V 40 \ 7474474994404440444444 ~ n M W F~-
~ \ 494~q 444444 494V474P444444444 I 50 TRANSITIO USE \ ~ ~ \ vvv44d~-J-o vvvavvavvvoovvovavvvv ~ AREA IS TO PRO 9vv4v~4vv4avvvavvvavvv4c4v 1 Q-' o z~ ~ 1 0: a
19 P E 17'PINE \ 744c4v 440444444440444P444 I 3 THE RESIDEMUIL QUALITY 50' .y Q' D. 3 ~
OF THE AREA. NO \ 4 74vP4744 vv v4vvvvvv4v4vvvvvv I CIAL BUILDING AR ~ c7vvvvv~vvvvvv4vvv4vv4v ~ COMMER 44 V4444 494444444464 I I ~ .r o [ ~ M /
ALLOWED IN THIS AREA. ~ ~3 ?S \ v v 9~ v v v v 4 v v v v v 4 v 01 747440444 P4444447 rn ~t M / io
\ \ 44444y44444 P44 \ 24" INE \ vD.vavvavv N• \ \ vvvvv , N ~
\ \ 4779?
~ \ ' \ \ ~ 'PINE \ ~ \ INV. 256.29
\ 19"PINE \ \ \ INV. 2156.91 30"_RCP
3 ~ \ ~6 \ \ \ - 23
\ ~ \ L \ \ INV. z6 30' RCP ~ 4
COR ~ 17'168 ~ 256.88 ?s \ . ,
~ b' 43523"W 1 1 \ ~ \ (TOTAL) INV. 256.23
\ \ 17.72 0.4 I
~ \ .4 I I O.SB 7
\ \ ~S84'58'52"E
EL ~ .i2 EL 68.17 67.68 CENTERLINE 12,5 .iz 9.47
cagy 25 PRNATE 12.5' TOPOGRAPHIC SURVEY FOR
EL SEWER EASEMENT 17
268.58 EL NOTE: 267.74
1 JTHE 100-YEAR BASE FLOOD ELE~/A110N ~ ~ ALLEN SMITH JR.
FOR THIS AREA IS 269.0' ACCORDING TO DWEWNG 4 FIRM PANEL X158 DATED FEBRUARY 2,1996. ADDRESS: 1412 CANFlELD COURT
2.)A BASE FlLL OF 2.0' ABOVE THE BASE DAVID N. LONG RALEIGH, NC 27608
FLOOD ELEVATION IS REQUIRED FOR D.B. 1835/865
THE DWEWNG TO BE CONSTRUCTED ON. P.B. 117/68 THAT ELEVATION IS TO BE CARRIED OUT T.M. 422-05-004 CITY-OUT TOWNSHIP ,DURHAM COUNTY ,NORTH CAROLINA GRAPHIC SCALE
15' OUTSIDE OF THE DWEWNG. THE 3715 University Drive Date: 12 4 2000
NEXT 25' ARE TO BE SLOPED AT A RATIO ZONING PDR 1.3 NO GREATER THAN 3:1. SET BACK REQ: Durham, NC 27707-2646 „
3.) THE ENTIRE LOT IS LOCATED WITH IN FRONT 8 0 10 20 40 Scale: 1 =20' „ ~ Tria [phone]
THE 100 YEAR FLOOD HAZARD AREA ACCORDING INDV. 51DE 8 TO FlRM PANEL X158 DATED FEBRUARY 2,1996. REAR 8 SCALE: ~ =20 rg Job No: 97276.02 Surve
FAX [phone] Revisions:
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