20021083 Ver 1_Site Plan_20020705

STREET CONSTRUCTION SPECIFICATIONS.
All earthwork shall cor7ply with NCDOT re uirer~ents. All fill rater' l Construction Sequence and Maintennn P Plnni
~ q is shall be suitable earth free of organic natter, lar e rocks, or other debris. Fill raterial shall be placed in 6' to 8' la ers and co g
Y reacted after each la er is laced such that adequate corpaction is achieved. Excessively wet or dr raterial shall Y P Y not be used, Final corpaction at surface of subgrade 45' R W A, Construction Se uence~ ' / q ~o ~ e
o shall be 100% of Standard Proctor. ~ o I g' ig' g~ 5' 1, Place gravel construction entrance, to _
s~omn~ rwe~mvr nape 2, Construct temporary sediment traps.
~ Aggregate Base Course (ABC) shall be fror a NCDOT-ap roved uarr and x o P q y shall be corpactec! to 100% of raxirur density, • 1 3, Install silt fence ~ ` ' ~ n 1 4 FT /4 Ff. i~ rr 4, Install t
i? 9 ~ ~ The grading contractor shall provide independent soil densit and ABC d ~ emporary diversions, S, Begin clearing, grubbing, and rough grading y
~ a Y ensity tests suitable for docurentation to NCDOT. e• erec ~ sec r 6, Construct ermanent
SITE d As halt averent shall . ~c ~ P P be NCDOT Su er TYPICAL SECTION P channels _ ~ 7, Install storm drain pipe and outlet protection, Z STREETS 'B', 'D', AND 'E' 8, Place seed, fertilizer, and mulch on ll '
d p pave S9.5A, The asphalt concrete shall be supplied b a QMS certified su lier. The ~h I avin contra y PP ~ a~ p g ctor shall contact the local NCDOT District Office at the time avin is sched i a disturbed areas not p ve'd, ~ H N.T.S. 9, Place gravel base and pnve streets 3y a
a~ be present when sari le cores are taken P 9 u ed to allow DOT personnel to ~ P q ~
oR~ s o~ B, Maintenance Plan 50'RW
~o Roan ~ N ~ ~ ~o - ~ 1. Inspect all erosion control devices weekly and after each run-off
~ ~ o y ~ ~ o 0 0. e' 20' 8' g' d?' producing rainfall event,
~ o0 ~ ~ I ro 09 ~ aeoain>~ r~v~r 2. Remove accumulated sediment from traps when half full and repair or ~ ~j' - • ~ re lace ri -ra which has
~a ~ ~ ~ CHESTNU ~ r r~ R 1 4 FT. 1 4` liT. r Poe a ~ P P P been displaced or contaminated. FI ~ 3. After vegetation has been established, check for an bare s ots and W sa ~r ~ ~ y P a
~ F T DRNE D„~ re-seed, 0 e• srec os iec 1-z c~ 'td ~ lj 4, When vegetation is well established, remove all temporary erosion H
a ~ C 4 o ~ ~ control devices, grade those areas smooth and reseed. ~
S.R. 2502 W TYPICAL SECTION p x
VICINITY MAP N.T.S. ~o W STREETS `A' AND 'C' ~ t~~ ~ N W N.T.S, ~A 1 C°~ ~ ~
o I o N ~ m BETTY J. WRIGHT 0 WRIGHT ~ 1 ` x H
o W . r ~j i~ 1"'1 o H
TRUSTEES OF ~ ~ 765-1504 i04 ~ ~ ~ ~ a a y~ ~ ~ 5 1t\6 ~ ~
REUBEN M. & EFFIE M. THORNE W p WELCOME CHAPEL ~ W ~ Na
589-44 BAPTIST CHURCH ~ ~ zo x o
PLAT BOOK 5 PAGE 18 ~ 512-562 ti oo 0 U ~i
PLAT BOOK 5 PAGE 18 ~ \
_ - J~ H
- - - - ~ S 46'05' 05'E V-SHAPED RIPRAP CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE N _ W
LINES TABLE 3,8,09' 1578.98' 283.93' 189.88' ,
COURSE BEARING DISTANCE ~ 1~•~ 125,00' , / \ 260.97 S 48'05'05"6 CHANNEL TOP WIDTH DEPTH 50 RIPRAP SIZE SHAPE: PARABOLIC
1 ~0'~ 323.38' p N0. FEET FEET INCHES c~ X75.00 1 - LINING: GRASS PER SEEDING SPECIFICATION CH1 4.0 0.5 12
L-1 N 05°03 05 E 30.33 54 o' in 1 CH2 6.0 0.5 9
• ~ m L-2 S 78 20 05"W 101.12 R 44 ~ CH3 4.0 0.5 g CHANNEL TOP WIDTH DEPTH
L-3 N 32'53'57"E 31.31' x - - - _ . ® i \ 53 L-4 N 32'53'57"E 92.61' w 264'x4 \ ~ ~0 45 r / / N0. FT. FT. 45 ~ . ~ ~ / x1 CH4 6.0 0.5 6
L 5 S 51 18 37 E 10.16 w 2sy \ ~ 52 m ~ / a I ~ -
L-6 S 36°28'00"E 39.40' a ~ ~j Z'1a A~ ~ /89a N CH6 6.0 0.6 15 TD1 4.0 0.5 ~~~HNa~
° 2 L-7 S 16 58 22 E 44.57 COY S. & SHERRY K. STILLWEL~ ~ \ eo 51 m ~0 a~ S ~ 'f' 2h o 1 ~ 1 1 ~ ~~~i a ~ .e ~ ~ CH7 4.0 0.5 9 TD2 4.0 0.5 S
~ ~ \ ~ ~ 112.97 _ ~ ~ I ~ CHB 4.0 0.5 TD3 4.0 0.5 @' ''ti +e ~ 112.97 ~ 7d CH10 4.0 0.5 9 TD4 4.0 0.5 ~ v
540-932 _ ~ 17 --_.04.75 \ \ 4 d A ~ 42 CH15 6.0 0.6 15 TD5 6.0 0.7 ~
PLAT BOOK 14 PAGE 28 ~ 14 U ~.yj, ,l ~ 3, \ ao
~ 88, ~yt t • / s 50 , 9~
B \ W ~ a a ~ ~ 3 A~ . 0 \ 8p \ a'~ a, 1 29 a ~ Q ~ 0 - 0~4 +i
A, ~ ? \ k / / ~ ~j~ , HEAD OF / 7I ~ / ~ dj +1
~ ~ j0\ 's~ BRANCH' w 3 ° S. , / . \ S\ ? ~ . ~ ~ JOHNNY R. REEP +i~~~ ,,d~~' f
° . ~ \ ? ti \ / ~ ~ ! o~ / 5 A. ~ / p. ~ 4g e°~' l ~ - 009 o ~ , ~ 2107 1 ~ ~ . ~
/ o a 0 a ~ o ~ 45 R 15 / ti e o ~ ~s a~ ~ 1 ~ o CATAA'BA COUNTY
- 0 . ~o. ~ L n w.r~ / 47 1 \ ~v p ~ C1 0 ~ 47 ~ cp I ~ m STORM DRAINAGE PIPE SCHEDULE
\ ~ CAL ~•~o a0 ~ti. bp~~: ~ /p~p O~ ~ ti ~ SPECIFICATIONS: - p ~ ~ (2 OPTIONS) USE CORRUGATED STEEL IN ACCORDANCE WITH
L~e C. ti • ~tc'~ ~ a tip •o ~ r \ ~ o. 48 ~ ~ AASHTO M36 OR HOPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294.
~ i pO (INSTALL PER NCDOT SPECIFICATIONS). d~ ~
® 0° ~o / ~ ~ \ 0 E L. & PEGGY L. BOSTAIN ~ ~ \ ti 17 .a p R G R v ~ 4 ~ do ~ 1 1 4 ~ a+, PIPE N0. DIAMETER LENGTH o ,fi 41 I INV. IN INV. OUT REMARKS ~ do ~ ~ ~ 1 I
456-483 /2• A ~ e 9 ~ 1~ 0 1 1 s" 7 '
951-1999 , \ o0 ~ i 211.43' 1 0 1205.0 1204.3 1' MIN. COVER 4 ~ ~ ~ " , p • ~ / - 2 18 80 1196.0 1195.2 1'
w° 6 ? p / PLAT BOOK 14 PAGE 28 19 ~ \ ~ ti 36 / MIN, COVER 1.00 ~ .e r~ ~ 3 24" 50' 1187.1 1187.2 1'
o 'fir, ~ 40 / ~ i _ _ MIN. COVER / 0 i j ~ 4 42" 140' 1142.7 1138.6 1' MIN. COVER
'1 Z ti »
ti ~ os~ ~ y~ o ~b ~,,o o ~ / ~o ~ ~ n , 5 24 60' 1171.6 1171,0 1' MIN. COVER o 'a w ~ 6 30" 40' 1172,5 USE OUTLET PROTECTION
4 ~ ? ~ / ,S ~ / ti ~ 0\ 1172.1 J
' ~ N ~ A 50 ( y ~ ~a+. 9 ~ 2 0 1165.0 1155.0 USE OUTLET PROTECTION Q„ 3 ~ 1
18 , ~ ii ~
l t ~ C' / \ ? ~ s ,~a ? ~ ~ ~ ~ PERMAN o ~ ~ ~ 1 o ENT CHANNEL SCHEDULE ~ 8 P ~ ~
\ 6 0
Y s ~ / ro o / ~ 22 S 8 r~• / ~ A _ 5 35 SHAPE: VSHAPED 22 w ~ LINING: GRASS PER SEEDING
R R ~ 5 ~ ~ ~ 0 / ~ ` ~ m \ SPECIFICATION \ ~ ~ a, 1 ~
s~•\ JAMES H. HILDEBRAN o~ ~ •~o c 0 15v• ~ , 9 ~ ~ ~ 1 1 u 1 CHANNEL TOP WIDTH DEP •o ~ TH TEMPORARY
o. / 02' 21 ~ \ 81,57' ~ ~ 231 ~ 1 N0. FT. FT. LINER
I 1 ' OR 0~ 897-158 gp ~ o• r~ ~ 66 't ~ . S~. • 2'9 \
I I s~ 9 ~ ,p ~b ~ / ~ ~ ~ ~ 4• ~ ~ ~ s O G t, CH9 8.0 0.6 JUTE NET
q ~ • ~ ~ 33 ~ ~ cH1 t 7.0 o.fi sTRA ~ ~ W WITH NET
45 OR 50 o b ~ / R.O.W. ~ ~ ~ ~ 4 ~ ? 1 (i 34 ~ 0 1 CH12 6.0 0.7 STRAW WITH NET
~ d~ og / o~• ` ~~/o• ~ 5 0 1 1 ~ CH13 6.0 A Og ~ •s o ~ 0.8 STRAW WITH NET CH14 4.0 0.5 S ~
SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER ti \ \ s 287.01' \ •s~, / 3h f ,qe o, ti• 9 _ _ TRAW WITH NET J~ 32 o c+~ ,1, N ~ ~ N ~ $ ~ ~ R+ opWo
NOT TO SCALE ~ `~dg / / ~ D. ?S t, 1`~ ~ a TEMPORARY SEDIMENTIRAP SCHEDULE ~ N
N 530 43 ~ , e• oti / 23 ~y . - o/ otiy 23 j ~ / ~ ~ y ~ I o ti ~a ~ o o W
~ ~ / \ 9~ \~O. • ~ N0. DEPTH W ~ Z /gg m I I I IDTH LENGTH WEIR ~ II II ~ x
~ 10 / \ 00 Z / 'rL LENGTH ~ ~ / ? ~0. / ~ I ~ FEE FEE FEE H ~ 0 ~ C ~ l ~ ( T) (FEET) U H
o~ / ~ 24 ~ :r °0 31 ~ ~ ~
~ ~m ~ 36' 8' 6' 4' ~ \ / • 'o ~ / ~ w H ~ o. ~
\ O ~ ~ 'e0 / / ~ 10~~ O ~ 1 3.0 14.5 29.0 5.0 0 H ~ ~ ~ ,r o4 ~ WW yi .11.51 ~ ~ ~ w v, Q ~4 2 3.0 16.6 33.2 10.0
R. WAYNE & KATHERINE B. HERMAN ~ o. ~'e es. ?o ~ ~ ~ 30 O ~ ~ 3 3.0 9.8 19.6 4.0 / /
\ 199-668 ` ~ I 54 0 / 25 \ 50 0 ~ a 3.0 ~ ~ , 3g. b ~ ts.s 33.a 5.0 ' / A' ~ O ~0 ~ 5' 3.0 5.2 10.4 6.0 ~ ~ a ~
377-409 p / ti / / 0 \ tJl 6 3.0 10.8 21.6 9.0
11 3fOPE A9 RE UHiED 1' \ \ Q Py~ Fes, / \ s 9 0• ~ ~ 23 7 3.0 10.5 21.1 4.0 2~~ ~ .x.20' , ~ 1 ~,9\ / ~ s ` ~ ~ _ ~ I O 1 I ~ 8 3.0 14.0 27.9 4.0
/ 0• \ ~ ~ Z~ ~ ~ ~ 'x \ 9 3.0 9.5 19.0 4.0
. / s o ~ •o ~P ? 26 2 ~ ~ 0 3.0 10.4 20.8 10.0 ~ .o q_64. ~ t!~ P
\ Z ~ / ~ o. „ ~ / ~ N / 29 PLACE WEIR ON LONG SIDE W
ETRICAL & T CUL-DE-SAC \ / ~ SYMM ~ / ' / 27 V \ yy H
NO CURB & GUTTER ~ ~ ~ ~ / 12 ~ \ \ / \ \ ~ 0 I Z ~ / 28 ~ ti ~ y I Q
NOT TO SCALE / \ m. / / / ?r xS I I / A ~
/ ~ ~ ti 1
/ \ ~ / 6 / ~ ~ \ O o~ W
/ \ ~ 13 a / / ~ Z o.\ el~ V) \ / 203.58 eS - - _ _ _ _ 285.47 A=73.42 Y
~ ~ ~ / \ , a x / 0.07 - - - ~ >
/ \ / ~ w_0 OREN ~ ~ STEPHENS ROAD g gJ~ W ~
~ 379.97' / N 48'28'38"W 0 0 ft a ~
w ~ ~ m \ ~ W \ N 48'28 3811 577.12' V
50' TAPER / SIGHT TRIANG Y
io' 30 \ N a ~
R~r ~ en? ~ •P ~c1 EVELYN 0. ROGERS ~RTIN / d ~ ~ ~
70' R=30 LILLIAN R. MARTIN E97-112 1030 8 2 ~ > LI ftTIN m Id.I Q
~L S 804 - GLORIA M. MARTIN 864-1933 CATAIIBA COUNTY X97 V
440-67
9-5
INTERSECTION DETAIL >ti N,,, TOTAL AREA = 43.744 ACRES
NOT TO SCALE ~ SURVEY LEGEND ,~~R
pp~~ PP • 6lasrlxc IRO ~f, BY COORDINATES
L~~~ l~ ~ ~ n ronv aim
v r r v uwn uai POINT
EXISTING NAIL & CAP
100 0 100 200 300 P.K. NAIL SET TOTAL NUMBER OF LOTS = 54 SHEET 4 EXISTING STONE CORNER SMALLEST LOT SIZE = 0.50 AC.
CORNER TREE ( TYPE NOTED )
GRAPHIC SCALE - FEET ® POWER & TELEPHONE OR SERVICE POLE
? WATER METER 0 FIRE HYDRANT
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GRAPHIC SCALE -FEET / / / , ~ _I- / / / , ~ ~ ~ ? I J I ~ ~ ~ ~ ~
1 , / v I I / ~ W
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1- 1200,0 - -
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1210,0 - - - °
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r - - -1,Q l.- _ - - ~ - 1130.0 _ - N o. ~
_ _ - ~ O - - - - - p - (L! - - _ -Y _ - Y _ - _ - Guru -Len th = 35,00
- - ~ E'1 - - - - - - U7 + - -ff -
u~ ° as ~ - E = O, i 5 - - - - !f - - - -
- - - 1140.0 - _ V ~ ao- - - - - _
- - ~ - - cn d - - - a 1120,0 - - - -
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1110.0 -
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2+00,00 3+00.00 4+00,00 5+00.00 6+00,00 7+00,00 5+00 1100.0 - 8+00.00 9+00.00 -2+00.00 -1+00.00 0+00.0 F
0 1+00,00 2+00.00

09 i
W py
6 ~ CF,RTIFICATE OF APPROVAL FOR RECORDING
0~ ~ z p I CERTIFY THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
~ ~ 1'lATERSHED PROTECTION ORDINANCE AND 13 APPROVED BY THE ' ~ 9 50 R/W
a° 1ATERSHED REVIEW BOARD FOR RECORDING [N THE REGISTER OF DEEDS OFFICE. ~ ~
SITE d ' ~ 8 18 8 5 6' 5'
o ~ y ~ ~1a DATE CHAIRMAN, WATERSHED REVIEVf BOARD aHDU~aR rAV~xr ssov~n Dl~'CH iov~n D19'CH S
TORO ~ " " ° r PaR ~ 1 4 Ff. 1/4 /FT. i• PER rr 50' P~ I I
°R8N HENS ~ Q ~QE BTBC OR ° ° ° o o '~~l ~ ~~1 l 1
ROAD C1~' gOaO /
0 0• ~ ~ 0 0 9 ~ d o ~ ~ 3s,
~ ~ ~ ~ ~ '4 R 2y ~ ~
CHESTNUT ~ m F DRI ~ ~
d VE q 'j0o U C\]-~_ ~ O ,
r0 jj 18' 18 I ~ p ~ I
VICINITY MAP N.T.S. s.R. z5oz ~m w ~ p ~ NOT TO SCALE
o~~ I ~ n ~ p ~ 5,
a ti BETTY J. WRIGHT R.O.W. . J. WRIGHT ~ ~
o ~ _ '~0
TRUSTEES OF ~ 765 1504 REUBEN M. & EFFCE M. THOIINE o ~ WELCOME CHAPEL ~ 5-1504 ~1• SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER
589-44 ~ w BAPTIST CHURCH ~ ,ti ~
PLAT BOOK 5 PAGE 18 ~ m
512-562 ~ " b~ m~
PLAT BOOK 6 PAGE 18 ~
~ ~ " - - - I S 48 05 05 E
LINES TABLE 318.0 ' 1578.98' 9 _ SYMMETRICAL & "T" CUL-DE-SAC
COURSE BEARING DISTANCE ~ - 1B3•aH' 125.00' ~ ~ NO CURB & GUTTER
125.00' t~ ~ ~ 280.97' S 48'05'05"E --r \ 96' e. a' 4' 260.97' 323.38' 1 _
L-1 N 05°03'05"E 30.33' ti ° 50 o°~ X75.00' I
L-2 S 78 20 05"W 101.12 W ~ ~ 0.7 0.79 AC. h°• I
L-3 N 32°53'57"E 31.31' x ~ ® \ - ! . 0.86 AC. 49 L-4 N 32 53 57 E 92.81 w 4 \ n~ 4, ~ ~ I ~ 41 0.76 AC. ~
S 51 16 37 E 10.16 w ~ 42 ~ / / ~ ~ / ~
L-6 S 36°28 00 E 39.40 \ 0.66 AC. M 48 rl ~ 3I.OPS A8 RLQUDZED j" p~
L-7 S 16°58'22"E 4 7' ~ \ 82 A. 4.5 COY S. & SHERRY K. STILLWELL ~ o ~ \ 6~• ~e ti s / 1 ~1 I
o / % 0 47 ~ \ ~ 0.62 AC. ~ oa / 1.84 AC. 1
540-932 ti ~ o 0.68 AC. ~
PLAT BOOK 14 PAGE 28 _ \ \ ~ \ g 1.14 AC. ~ / 11 u ~ y . 0.79 AC. ~ 39 d /
4 \ ~ ~ 1~ N ~ / T . ea. \ 0.85 AC. ~ \ . 2g 46 ~ 4a.21, / ~l 40 _ /
w UI ~ / ~ s q\ / ~ ~ i 1
L ~ m / a ~ ~ es.l ~D r ~j ~ ~ / i o s 1 ~.2e ~ 1'~
W ? \ I ~~W r HWDOP \ w ~ ~ lp S ~ \u^ ~ \ \ S S\ ~ ~f • BRANCH' / ~ ~ ~ 3.01 ~ 0.65 AC. ° ~ / ~
•o ~ g ~N \ ,r. / E~ ~ / .o ~ ~ JOHNNY R. REEP ° / ~ •
/ / 2 ! A. \ c 4~? R 12 ~ e~ \ ~ ~ ti 43 / ~ ~ 2107-1009
R ~ wEU, e ~ ~ 0.50 AC. e• \ '~j, / A' ~ ~ CATAWBA COUNTY
L- ~ \ cs C\L 0.53 AC. ~ °o. , ~2,,y ~ I ~ 1 q ~t / 0 ~ C1 o / t o I ro
t.,e 1, / 44 R/W yI ~ ~ s / 44 ~ ~
r ~ a ~s / oo \ \ \ 13 ~ \ 0.59 AC. \ 38 i / ,
~ 0.59 AC. ~ ~ o0 / NOT TO SCALE
ROGER L. & PEGGY L. BOSTAIN ~ \ 0.64 AC. 14 ~ 45 v 1 , ~ / \ '~r / 1.02 AC. 1 ~ 9~ ~ 1 1 1 a
456 483 ~ / , ~s. i 09 f 6 a
951-1999 ~ 0.54 AC. / 0.87 AC. / ~ 0.60 AC. PLAT BOOK 14 PAGE 28 wo 3 ~ r \ 6~~ ' ~ ~ 2 0.53 AC. 211.43' 1 a 0y 0 i /
~ 16 m \ tie 0 2~0' / ~ 33 t / ,
~ d \ ~ C\ ~ i / 37 /
m. \ ~ \ 0.66 AC. \ ~ i, ~ 0.55 AC. \ ~ \ ~ / ~ER,~FICATE OF APFROVAL BY T'dE PLANNING BOARD ~ ~ ~ °s. / . ~ / / 0.54 AC. 1.48 AC. / ~ / r F SIGHT TRIANG u~ inI~uiti i
~ y i o v \ °d. ~ \ ~ / ~ / / , ~ti' ~ I ~ (REQUIRED FOR W LESS THAN 28' ~ ~ 0.52 AC. ~ / 30' ~
I,_-_-_--_-_, CHAIRMAN OF THE PLANNING BOARD HEREBY CERTIFY G I ~ \ \ ~ ry r ~ 0.60 AC. THAT THE SAID BOARD FULLY APPROVED THE PRELIMINARY ~ ~ . 1' cr. ~ ~ ~ ~ la ~ B/Ir
PLAT \ / i OF THE SUBDMSION ENTITLED -_-CAMP_CREEK ESTATES \ ~ i ~ / ~ / ~ I
15 ~ THE _ DAY OF 2002. 0.71 AC. ~ ~ /~4• o, e~ / 1 L - - L
/ o / 4 . o P ~ / ~ / ? q / i 1 G o ~ 0 0.51 AC. 9 ao ~ / EXISTING ROAD
%6 0 \ ' may.
ti ~ ~ 2 CHAIRMAN 5 \ 0 ~ ~ 19 ~ ~ A = 50.4 32 nt / 19 ~ / / _ ~~,i w 35 4ti , / RECOMMENDED ROAD CONNECTION
/ / fy ~o ~ / 0.76 AC. , ~ ~T \ 9d / ~ `'f~ ~ ~ \ ~ ~ ~ ~ 0.85 C I~ / . ~ll~ f° ~ o~ 5i ~ ~ A . + ti_
JAMES H. HILDEBRAN ~ \ ~ .s 0.81 . 0.81 AC. tib°i ~ ~ , o i 's ~ ~ ~ I t 1
o~~ / o`~' 18 0• 897-158 00 / 1 ~ / ~ g ~ ` 81.57' 231 \ 1 ~
si / 6 ~ a ~ ~ PHASES
0 0.81 AC. / o G / tk , G~ o / ! x p
o ~ 0.97 AC. ti~ 17 \ .oo• tioi ~ , % / o ~ 30 ° 0.81 AC. a HASE I. LOTS 1 THRU 10
NOTES ~ ~ ~ s ~ o 0.54 AC. o° / f ~ / o PHASE II: LOTS 11 THRU 18 & 37 THRU 50 o / \ ~0 31 ~ I 1
/ 4 oM. (1) PROPERTY lS SUBJECT TO ALL RIGHTS OF WAY ~ ti \ 1 \ 1 0.7 c,A ~ .Q 0.53 AC. 1 \ ~ • / ~ PHASE III: LOTS 19 THRU 36 0.75 AC. / ~ ~
287.01 9 / AND EASEMENTS OF RECORD. "30'43"~I `~9 / i ro 29 °ti• ~ ~ / . / 0 0 / ti cn ~
N 58 .jB. . / 20 20 0 s 0.50 AC. ° b
(2) SURVEY CREATES ( )NEW PARCELS OF LAND. ~ ~ / •~i ~ ~ s ~ I ~
\ I / / \ \ o. ~ o. 0.70 AC. d ~e9 m 1 1 1 ~i,
\ ~ ~ / (3) AREA AS DETERMINED BY COORDINATES. \ ~ / 2 0.53 AC. ~
\ . i ~ 0.83 AC. / 21 / 0 28 r, / o / ~
w, o ~ \ / (4) NO HORIZONTAL CONTROL WITHIN RANGE. off, ~ / r\ / i / o. a / / ' ti6% ~ ~
R. WAYNE & KATHERINE B. HERMAN, o. ~e / ' ~ 9 . 1'11.51 ' 9~ cA / n ~
(5) ALL ROADS IN THIS SUBDIVISION WILL BE DEDICATED ~ 'dj, \ - ~ 27 ~ o ~ ~ 22 ~ G,
FOR PUBLIC USE AND WILL HE BUILT TO N.C.D.O.T. STANDARDS 199 668 0~' ~ 377-409 0°` ~ / a° 8.50 ti ~ ~ / ~ , 3 b ~
(B) THE PROPERTY SHOWN HEREON LD33 WITHIN THE W3 III P ~ / 8 / . ' / ~ ~ A 0.87 AC. o °o 0.65 AC. ° ~ ~ ~
PROTECTED AREA OF BU \ RKE COUNTY. / ,g\` \ s \ D• - ~ ~ / ~ ~ 232.20' " a I
\ 1\ \ 0.56 AC. , ~ ~s / y . O / ~ 1 1 1 ~ ' ~ a S
\ 2 c~~/ ~ ~a ~ . ~ 23 ~ - 2 •e . 1 ° _ 2 ~ ~G P /A-54~ 0 ~ ~ / ~
\
~ i ~ / \ 9 / ~ 0.74 AC. ~ 24 ~ 26 / ~
/ \ / \ / m. / / ~ ~ 1 25 0.72 AC. I 1 _
O.B7 AC. / 0.84 AC. ~ I 1 _ • \ TOTAL AREA 41.699 ACRES qa i 1
/ \ / qa X82 ~o CERTIFICATE OF TYPE OF SURVEY ~ / o ~ 0.65 AC. ~ ~
/ ~ e 2 to BY COORDINATES o f\ /
1 HEREBY CERTIFY THAT THIS SURVEY CREATES ASUBDIVISION / ~ \ ~ OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / o. \ \ ~a~ / _ RIB - ~ -
0.68 AC. HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. \ / / I Ac. TOTAL NUMBER OF LOTS = 50 ,i ~
~ , / 379.97 i7' OREN STEPHEN ~ ~ ~ SMALLEST LOT SIZ = 0. S ROAD / E 50 AC.
FLOOD PLAIN INFORMATION: / N 48'28'38"W 60 R M ~ Rl~ 38"W ~ ~
JOHN K. CAUSBY NCPL3 3188 THE SUBJECT PROPERTY ___~S N~'i'-___ LOCATED IN A SPECW, ~ ~ • N 48.28'38"W - -
# FLOOD HAZARD AREA AS DI'fERMINED BY "FEMA" FLOOD MA P COMMUNITY PANEL NUMBER 370034 027b C EFFECTNE D~Tl~7 _91_---_ 577.12
LILLIAN R. MARTIN MARTIN ° ~ EVELYN 0. ROGERS ~A ~
E97-112 GLORIA M. MARTIN ~ ~ LILLIAN R. MARTIN 1030-802
864-1933 3 E97-112 CATAWBA COUNTY
SURVEYOR'S CERTIFICATE 440-67 369-508
I, JOHN K. CAUSBY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY ~ _ SUPERVISION (DEED DESCRIPT]ON RECORDED IN BOOK SE_E_____ ~ CARO ~
PAGE ABOVE___ THAT THE BOUNDARIES NOT SURVEYED ARE / 0~~ - - ~N ~ LEGEND SURVEY OF PROPERTY FOR:
PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF ~ ~i ~ESS10 \ PRECISION AS CALCULATED IS 1: 1 ~ 40 ~ \ ~ ] 0.542 ;THAT THIS , , a_ ~l , , • EXISTING IRON ~r 0 IRON SET DAMP CREEK ESTATES
PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OF SEAL c POINT ICARD TOWNSHIP BURKE COUNTY, N.C.
PRACTICE; NOT FOR RECORDATION. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL L-3188 100 0 100 200 300 ® EXISTING NAIL & CAP 4 P.K. NAIL SET SCALE : 1" = 100' DRAWN BY : JKC
THIS 31st _ DAY OF MAY A.D. 2002.
8 V~' ~''o.,uR GRAPHIC SCALE - A EXISTING STONE CORNER SMI DATA COLLECTOR CORNER TREE ( TYPE NOTED) DATE : MAY 31, 2002 FIELD CREW : JC KC JP ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. 99-54-1-
~ kN as , FEET JOHN K. CAUSBY NCPLS #3188 X. CA ? WATER METER # 4 & 5, 99-54-2-1 & 11
0 FIRE HYDRANT DEED REFERENCE ;DEED BOOK 715 PAGE 987 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
I 419 SOUTH KING STREET MORGANTON, N.C. 28665 01697

i
og
n Sy CERTIFICA ~ TE OF APPROVAL FOR RECORDING
g~ ~ I CERTD~ 1f THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
x ~ WATERSHED PROTECTION ORDINANCE AND I9 APPROVED BY THE 5Q' R W ~9 ~ \
a° WATERSHED REVIEW BOARD FOR RECORDING 1N THE REGISTER OF DEEDS OFFICE.
SITE d e 1e 8 5 3' 5' ~s.
~ ~ ~ ~a ~ DATE CHAIRMAN WATERSHED REVIEW BOARD sHOVaneaa pd'rs~' sso oarcx Drrcx 50~ ~P
~y I ~ » q o~° i• react ~ 1 4 F'f. 1 4 /FT. a' aeR rr R rr d I I
o s ' 4 ~ erec oe a~ ' sear ~ a~ ~ 1 1
O~ Rod Rom , =
~ ~
0 O• ~ ~ ~A o 0 ~ 3s, ~ ~ 4 R ,1+ 25
9 ~ a co ~ ~ ~ t~
m F CHESTNUT ~ ~ ~ ~
a DBE 4 ~ ~ c~?-_~ ~ 0 .C d 18
~ O I
VICINITY MAP S•R• 2502 ~ N.T.S. m w \ 0 NOT TO SCALE
o o ~ C~ 5 ' =9 0
a ti BETTY J. WRIGHT '~f R.O.W. J. WRIGHT n
o t~ _ '~0 _ _
TRUSTEES OF ~ 765 1504 REUBEN M. & EFFIE M. THOF,NE o ~ -1504 ~ SYMMETRICAL CUL DE SAC NO CURB & GUTTER
WELCOME CHAPEL ~ 589-44 ~ W
BAPTIST CHURCH ~ ,ti o PLAT BOOK 5 PAGE 18 ~ m
512 562 b
PLAT BOOK 5 PAGE 18 ~ ti 0 ~
- - - - _ ~ 3 48°05' 05"E
LINES TABLE 318.09' 1578.98' SYMMETRICAL & "T" CUL-DE-SAC
- - 183.88' NO CURB & GUTTER ~ ~ \ U
COURSE BEARING DISTANCE ~ 125.00' 125,00' ~ ~ ~ 280.97' S 48 05 05"E ~ as' e' e' a' 280.9T l 323.38' I
L-1 N 05°03'05"E 30.33' ti 50 ~ o~~ ' 75.00' 1
L-2 S 78°20'05"W 101.12' W ~ ~ 0.79 o' I 0.79 AC. b~ ~
L-3 N 32°53'57"E 31.31' x o ® \ ~ 0.86 AC. 49 m ~ 41 0. AC. ~
L 4 N 32 53 57 E 92.81 ~ ~ a 42 _ o l \ ~ / / 42 ~ ~ / ~
L 5 S 51 16 37 E 10.16 w ~ 0.86 AC. m / C+ m 81.OPE A9 REQNRBD p~ \ ~ r1 I i~ FOpT 3- 4E
L-6 S 36°28 00 E 39.40 \ ~ a 48 ~ L-7 S 16 58 22 E 44.57 0 ~ ~ 8.82 A. A~ x ~ 1 ~ 1 t~ l I
COY S. & SHERRY K. STILLWELL ~ O ~ \ eo ti 47 / 1.64 AC. 1 ~
~ \ ' ~ 0.62 AC. 540-932 ~ .68 AC. O
- ~ ~ a ~ g 1.14 AC. PLAT BOOK 14 PAGE 28 ~ ~ ~ ~ 11 0 ~ yl. 0.79 AC, / ~ 39 d
~ g N / ~ l •1 /
/ 0.85 AC. Tkg \ ` 88.28- 46 N U ~ ~ ~ ~ i ~ 9 I
w IL \ / / a ~t ~ ~ cr 1`1 2
w ~ ~ OW ~ r ~ ~ ~ ~ ~ aaAO ~r w ~ ~ lp S ~ ~u^ Q / ~ ~ 83.01' i 0.65 AC. o ~ ~ 1 \
'o / o ~ ~ 10HNNY R. REEP •o ~ ems'
/ i ! 2 A \ - / / 4a R 12 Q° 6~ \ ~ ~ 2107-1009 43: / ~ ~3 ~ a
R ~jP ~ Welt e~. s / \ 0.50 AC. ~ 'a • CATAWBA COUNTY
L- ~ ~ s ~\L o•o,~° 0.53 AC. i ~ 0 ti Ci o
/ } ~ I n: m 44
R/W f s / r ~ \ ~ d ~ •ro ~ 13 ~ 0.59 AC. ~ 38 ~
~ / wt 0.59 AC. i ~ O NOT TO SCALE
ROGER L. & PEGGY L. BOSTAIN ~ 1 ~ 0.64 AC. 14 ~ 45 v ~ / / 1 \ / 0 1.02 AC. 1 ~ 9 ~ 1 1
~ ~ 456-483 ~ / , s, / ~ e ~ ~ 4i 7,° 1 a
951-1999 r , / 0.67 AC. / ~,9 0.80 AC. y ~ w° 0.54 AC. c~ ~ r ~ ~o y ~ / ~ , 0.53 AC. _ - 211_43, ~0 / ~O -
PLAT BOOK 14 PAGE 28 3 J ~ ~ 16 ~ _ e° / ~ 33 ~
\ 0.85 AC. ~ i 0.55 AC. ~ ~ / .5 ~ / ~ 37 / ~ / 1.48 AC. /
~~,niuiCeTr, Or A?rROlini, BY inE FLANNiIvG BOARD o - i - - - _ e'--. ~ / / / 0.54 AC. ` ~ , 50' TAPliR NO ~1. i .,.G::T T~,4irG"' ` , (REQUIRED FOR W LESS THAN 28')
s. y ~ o ~ i 9 ~ a ~ ~ 30 ~ / 0.52 AC. 34 ~ / ~ ~ , ~ ia'
I, ,CHAIRMAN OF THE PLANNDIG BOARD HEREBY CERTIFY t °e ti ,A ~ 0.60 AC. ~L / 'Y 0 0 ~ I R/If R/1 tP ! N--N ~ ~ / 0= ~ti• ~ R=30'
THAT THE SAID BOARD FULLY APPROVED THE _PRELIMMARY PLAT ~ ~ / ' ------r--- / 'g OF THE SUBDIVISION ENTITLED -_-CAMP CREEK ESTATES - ~ i 36 / 2 / 70 ~ ~ / I cS \ ~ i /
THE D Y OF 0 7 - A 2002. 1 AC. C~ /CAL
~0 \ / , ~ / ~ 4, o P \ / I o ? O / ~ 0 0.51 AC. 9 ~ ~ EXISTING ROAD
~ • . 6 i ~ A .50.4 32 cv~ ~
i 2 5 . ~ / ~ 19 CHAIRMAN / ~ k 35 1 w / RECOMMENDED ROAD CONNECTION
0 r~ o / \ ' oo ~ 0.85 AC. 1~ / , , \ 5/ ~ ~ ~ AUC
0.76 AC. , ?r ~ / ~ ~f ~ JAMES H. HILDEBRAN ~ .s 0.81 A 0.81 AC. iii l~ ~ , I o I
_ / 1 897 158 ~o° / / V1 81.57' X31 \ I .78
/ ~ ~ \ ~ 4 ~ PHASES
6 0.61 AC. ~ ~ o o~ fo y 4 .fs ~ ~0/ ~5 O • / oo ? / ~ x PHASE I: LOTS 1 THRU 10
o ~ 0.97 AC. tii 17 ~ / 'oo, ~ 30 0.61 AC. a / r ~ I~ I PHASE II: LOTS 11 THRU 18 & 37 THRU 50
'°o tiyi ti ~ ~ ~ i NOTES ~ +p ~ 31 ~I~ I
ti. ~ 0,54 AC. yo° 4 0 • F Ao / \ 0.53 AC. o I y / \d \ s, o ~ PHASE III: LOTS 19 THRU 36 o ~ ~ 0.75 AC. /
(1) PROPERTY IS SUBJECT TO ALL RIGHTS OF WAY Ol' ti ~ 1 ~ / 0.7~ 287. ~0 ro ~ 29 oti. ~ y
AND EASEMENTS OF RECORD. 5B°g0'43"W ~ ~ / ~ / ~ao, \ ~e~/ x
~ ~ / 20 , / O 0.50 AC. % ~ b
2 SURVEY CREATES NEW PARCELS OF LAND. . ~ ~ \ / ~ ( ) ( ) 0.70 AC. d ~6• m 1 1 1
7 / ~ ~ , / 24 0.53 AC. ~ ~ ~ rL / /
(3) AREA AS DETERMINED HY COORDINATES. ~ 0.83 AC. / ~ ~ , / °o / 21 , .o 28 ~ ~
\ o N ~ / / o. ~ / ' tip/ c? ~
(4 NO HORIZONTAL CONTROL WITHIN RANGE. ~ ~ ~ r~ ~ ) R. WAYNE & KATHERINE B. HERMAN o. ~ \ ~ e / • ~ 4 a 1'11.51 ' / ~
'es. (5) ALL ROADS Dl THIS 3UBDMSION WILL BE DEDICATED \ - / 27 O 1 ~ 22 ~ o ~ ~
FOR PUBLIC USE AND WD.L BE BUILT TO N.C.D.O.T. STANDARDS 199 888 ~ 377-409 ~ / i / gg.5 c, 9 / \ s b ~ / •2 ~ ~ A 0.87 AC. v, o o
(B) THE PROPERTY SHOWN HEREON LIES WITHIN THE WS ID P ~ / / 0.65 C. o G / A ~ ~ ~
8 PROTECTED AREA OF BURKE COUNTY. ~ 9~ ~ cS ~ 0• ~ ~ ~ ~ 232.2 ' d I cS \ / \ 0 vd
\ 0.56 AC. T~~ s ~ ~
/ y, ~ 2 , ~i ~ 2 _ ~ P A-54• to
p / ~ / / / 26
/ ~ m / 9 / ~ \ 0.74 AC. ~ 24 \ i ~
/ ~ ~ ~ / m ~ \ \ I 25 ~ 0 72 AC.
~ ~ 0.67 AC. / / 0.84 AC. ~ ~ ' I 1 I TOTAL AREA = 41.699 ACRES • \
/ '~a / \ 7, ~ ~a ~ I ~ / o ~ 0.65 AC. \ \ BY COORDINATES
CERTIFICATE OF TYPE OF SURVEY / °m ~ \ 2 10 v ~ /
I HEREBY CERTIFY THAT THIS SURVEY CREATES A 3UBD1VI310N / ~ ~ o, \ / _
OF LAND WITEIIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / 0.68 AC. HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. / / 3O 7 _ _ _ - -285:4'--- - \ ~ _ Ac. .a TOTAL NUMBER OF LOTS 50 ~ ~
~ / 379.97' OREN STEP ~ SMALLEST LOT SIZE = 0.50 AC. HENS ROAD 60' M RI's
FLOOD PLAIN INFORMATION: / N 48'28'38"W R N ~ seer _ _ _ /
THE SUBJECT PROPBRTY ~ Nom' LOCATED W A SPECLlL / JOHN K. CAUSBY NCPLS #3188 FLOOD HAZARD AREA A3 DEPERi~iED BY "FEMA" FLOOD MAP \ ~ N 48.28'3 - - - _ _ -
\ 8~P 577.12'
C01A[UNITY PANBL NUMBER 370034 0275 C gF~LTIVE p~~-91
LILLIAN R. MARTIN MARTIN n EVELYN 0. ROGERS ~P ~
E97-112 ~ LILLIAN R MARTIN 1030-802
GLORIA M. MARTIN 864-1933 CATAWBA COUNTY ~ ~ ~ ~ E97-112
S 440-87 URVEYOR S CERTIFICATE 389-508
I, JOHN K. CAUSBY, CERTIIaY THAT THL4 PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY _ ~ \
SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SEE i ,fig CARD ~ PAGE ABOVE THAT THE BOUNDARIES NOT SURVEYED ARE / 0~ - - LEGEND SURVEY OF PROPERTY FOR;
PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF 1 Q~SjO ~ o +V ~ • EXISTHiG IRON CAMP CREEK ESTATES o tRON sET
A Wrj' 1N1Vl\ !!U Vju.&' JLfllGU 10 L. - I— , lllimL 1127 r I \ 1 PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OF I I SEAL I I POINT ICARD TOWNSHIP BURKE COUNTY, N C.
PRACTICE; NOT FOR RECORDATION. I ` 100 0 100 200 300 a EXISTING NAIL & CAP 4 P.K. NAIL SET SCALE : 1" = 100' DRAWN BY : JKC
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL ~ L_3188 EXISTING STONE CORNER SMI DATA COLLECTOR
THIS 31st DAY OF MAY _ A.D., 2002. \ 0 \ / CORNER TREE ( TYPE NOTED) DATE : MAY 31, 2002 FIELD CREW : JC KC JP ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. 99-54-1-4 & 5, 99-54-2-1 & 11
\''o GRAPHIC SCALE - FEET ? WATER METER
JOHN K. CAUSBY NCPLS #3188 K. CA ® FIRE HYDRANT DEED REFERENCE ;DEED BOOK 716 PAGE 967 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
419 SOUTH KING STREET MORGANTON, N.C. 28666 01697
I

i
o~
n Sv CERTIFICATE OF APPROVAL FOR RECORDING
I ~ °j ~ I CERTD?Y THAT THE PLAT SHOWN HEREON COMPLIES WITH THE
z ~ 11'ATERSHED PROTECTION ORDINANCE AND IS APPROVED BY THE 5U' R W ~ ~
~ 9 WATERSHED REVIEW BOARD FOR RECORDING IN THE REGISTER
y~~~ QF DEIDS OFFICE. "~'R ti ~ , SITE s 18 6 5 6' 5' ~s.
SROUfD D1TCH [ovrn nrrcx ~P 50'
~ ~ ~ DATE CHAIRMAN, WATERSHED REVIEW BOARD PAVet~?tr ~ctt I t• PER FT 1 4" FT. 1 4"/FT. t• Pmt FT ctA ° ~t d I I
~ ~QE o 0 0 o e ~ ~:t ~ 1 1
ORS REN9 ~ 31'BC OR AB ROAD ~ y ~
~ ~ p . ~ 3S, ~ ~ ~R R
~ 00 ~ ~ O I~ ~ ~ ~5 ~ ~
~ CHESTNUT DR ~ ~
a NE Q ~ 0
1; ~,1 Yd d 18 ~ n I
S.R. 2502 ~ ~ ~ NOT TO SCALE F' ~ O ~ 5'
VICINITY MAP N.T.S. m w o ~ ~'~A Ci
° o N ~ ~ BETTY J. WRIGHT '~f R.O.W. J. WRIGHT n
~ o W , '~o
TRUSTEES OF ~ ~ 765-1504 5-1504 rt, SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER
REUBEN M. & EFFCE M. THOfiNE o ~ WELCOME CHAPEL ~
589-44 W BAPTIST CHURCH ~ ~
PLAT BOOK 5 PAGE 18 ~ - b 512 562
m~ PLAT BOOK 6 PAGE 18 ~
- ~ S 48 05'0 5E SYMMETRICAL & "T" CUL-DE-SAC
LINES TABLE 318.09' 1578.98' - - 183.88' ~ , ~ U NO CURB & GUTTER
COURSE BEARING DISTANCE / 125.00 125.00 280,87 S 48 05 05"E ~ ~ e' a' a' 280,87' 323.38' I
° ~ " ~ •Y (?75.00' 1
L-1 N 05 03~ 05~ E 30.33 ~ 50 ~ L-2 S 78°20 051N 101.12 W ~ ~ 0.7. 0.79 AC. a° 1 I
L-3 N 32°53'57"E 31.31' x ~ - ® ~ \ ~ 0.86 AC. 49 41 0.78 AC. i
L-4 N 32 53 57~ E 92.81 ~ / / ~ 42 ~ / ~
o O I \ N L-5 S 51 16 37 E 10.16 ~ w N \ 0.66 AC. 48 0° a ~ sLOre ~s ~eRuusao i • P,~ fluor
L-6 S 36°28 00 E 39.40 ~ , A. ~ ~ I ~ sl ~p4~' .B / • tt1 I I ~ / 1 ~
L-7 S 16°58'22"E 44.57' COY S. & SHERRY K. STILLWELL o ~ \ y~•82 A~e ro ~ o / ~ q 47 / ~ 1.84 AC. 1
~ \ 0.62 AC. ~ ~ 540-932 ~ _ ti o 0.88 AC. ~
\ ~ 4 1.14 AC. PLAT BOOK 14 PAGE 28 _ ~ \ 11 u ~ ~ y1. 0.79 AC. i 9 39 d
/ \ ~ I a, N ~ \ / , ¢8,21, 0 \ / 4 -
T ~ 88 ~ / N U ~ / ~ s - '~o ~ . / ~ I 9 1
w IL ~ ~
~ ~~88.14 B4 ~5D ~ ~°I / r \ I G1 \ \ / / W ~ HBAD flF ~ \ 10 s ~ 3 / ~ ~ of ~ ~r. 183.x. ~ 0.65 AC. o ~ ~ /
w o \ \ SS , L,g \'~'r, DRAnat' / \ 'o . r / 1.- ~ JOHNNY R. REEP / i
~ / 1 / 2 A~ ti ~ 2107-1009 43 / ~~n O a
4C+ R 2 ~ 6~ \ ~ 1 ttau. e ~ / R ~ a• ~ / A w CATAWBA COUNTY ~ I ~ 1
L_ 0.50 AC. ~ s / •o / 0 ti C~ o ~ / ~ I iv m
C\L 0.53 AC. ~ o• L_e l~ ~ ~ ~ 44 44
R r s t..' c o c~ \ / ~O. ~ ~ \ 38 ~ i / ,
I \ S \ \ ~ d \ J~,• \ 13 \ 0.59 AC. 0.59 AC. ~ ~ oo NOT TO SCALE / I
ti ROGER L. & PEGGY L. BOSTAIN - ~ \ 0.64 AC. 14 ~ 45 1 / / ~ o. 1.02 AC. 1
456-483 / / . s, , `1~ 9 , 1 I ~ , / 00 ~ ~ a ~ 1
951-1999 r / / 0.87 AC. / 0.60 AC. ~ ' wl; 0.54 AC. i r ~ ~o ~ ~ / ~ , 0.53 AC. - 211_43- ~o / ~0 / -
PLAT BOOK 14 PAGE 28 ° 3 r ~ \ 2 / 16 m ~ ~ 33
\ 0.86 AC. \ i 0.55 AC. \ ~ / 37 / ~
~ ~ .,ER'"IF'IC.~TE OF APPROVAL B>t THE PLANNING BOARD ~ I ore ~ / 1.48 AC. / , / 0.54 AC. ti 50' TAPER
b ~ o / ~ti• p (REQUIRED FOR W LESS THAN 28') / ~ 'L 0.52 AC. a ~ / 30'
4 ~ ~ I,_____ CHAIRMAN OF THE PLANMNG HOARD HEREBY CERTIFY ~ $ r 0.80 AC. ~ \ / / •0 34 ~ 0 oti ~ io an,
4 ~ / 4, THAT THE SAID BOARD FULLY APPRO D THE _PRELDIINARY PLAT \ / ~i ~ / / / 70' ' ~ / 38 ~ / I
OF THE SUBDMSION ENTITLED CAMP CREEK ESTATES Y__ \ ~ ' - - 15 ~ THE -DAY OF ~_N_, 2002. 0.71 AC. c~ 0. ~ e~ / I I c~L - - c~L ~
\ ~ o ~ ~ / I o f ° / ' ~ EXISTING ROAD
~0 \ ~ / , / ~ 4, ~ ~ / ~ 06 o ~ 0 0.51 AC. 9 m / ~ v~ i ~ A=50.4 N /
~0~~ \ ~ G y i 2 ti 5 \ ~ / 19 CHAIRMAN / el ~ ~ 32 ~ 19 ~ / - w ~ ~ 35 1 ~ / RECOMMENDED ROAD CONNECTION
r~ o / 4 ~ ~ ~ ~ ~ / ~ 0.85 AC. ~ I\ / ?O
0.76 AC. \ / ~ ~f ~ r • a ~ 0.61 JAMES H. HILDEBRAN ~ \ ~o .s a 0.81 AC. y ~ ~ - , F l o I 's 1i / 9 \ I
/ 02' 18 0• ti ~o. ~ ~ ~h A ~ 8 v ~ l i ~ / 6. 1.5T~ 231 \ i
897-158 ~o° / / ~ ~ 4 I 6 .7g, ~ ~ ~ 4 ~ PHASES
6 ~fo 0.81 AC. ~C. ro C~/ p~5 ~ O / o r
y q 7 •r~s. °o ~ 0.97 AC. 1 \ / ~ a PHASE I: LOTS 1 THRU 10 / 'oo, ~ 30 0 0.81 AC.
ti F• ~ ~ 0 ~ ~ / r 'oo. ~ 1 PHASE II: LOTS 11 THRU 18 & 37 THRU 50 ~ 31 ~ I °K1 1
NOTES ~ 0.54 AC. go 00 / ~ 0.53 AC. ° 1 y i ~d ~ s ~ o ~ PHASE III. LOTS 19 THRU 36 ~2/ a. a ~
(1) PROPERTY IS SUBJECT TO ALL RIGHTS OF WAY 1' ti \ r / 287.0 ~0 0.75 AC. / ti. y / ,rp ~ 29 0 ~ / o p ~ / ~ tin
AND EASEMENTS OF RECORD. 8'30'43"W 9 ~ / ~
~~NS 20 20 / p s~ 0.50 AC. % oo b
/ 2 SURVEY CREATES NEW C OF LAND. . ~ ( ) ( ) PAR ELS ry / 0.70 AC. d 0.53 AC. ~ r fG
I / ~ i ' / ' ~ ~ I .y o 'lG / /
\ / (3) AREA AS DETERMINED BY COORD(TIATES. ~ 0.83 AC. ~ ' / 21 / 0 28 ~ / .o ~ / ~
~ o \ / / o, e~ /
~ r\ (4) NO HORIZONTAL coxTROL WITHIN RANGE. R. WAYNE & KATHERINE B. HERMAN ~ o, a@ / ti /
'e~. (5) ALL ROADS iN THIS SUBDIVISION WILL BE DEDICATED ~ 199- a / 27 0 9 ~ ~ ~ / f, ~ ~ ~
FOR PUBLIC USE AND WILL HE BUILT 0 N.C.D.O.T. STANDARDS 668 9 T , / ae 3g.5 ~ ~ / ~ A s 'ca p i7
377-409 / 8 THE PROPERTY SHOWN HEREON LIES WITHIN THE WS III P ~ / ~ / ~ ~ 0.87 AC. u, o o / 0.85 AC. o G
c) 8 PROTECTED AREA OF BURKE COUNTY. ~ \ s \ / ~ ~ 232.2 ' r] 1
0• \ 0.56 AC. r~\ s 0• ~ ~ 2 OI 1 / a \ _ I ~ a ~ ~
~ y ~ g ~P ~ 23 ~ ~ s I ~ P 9=54• to
~ ~ ~ /
/ / ~ ~ / 9 / \ ~ / 28 ~ 0.74 AC. ~ 24 ~ / ~
/ \ / \ / m. / ~ I 25 ~ 0 72 AC.
0.87 AC. / / ~ y 0.84 AC. ~ ~ I ? I I TOTAL AREA = 41.699 ACRES i~
/ ~ ~ i 1 p ~ 0.85 AC. \ ~ BY COORDINATES
CERTIFICATE OF TYPE OF SURVEY ~ / ~ 2 10 ~o ~ ~ /
/ ~ I HEREBY CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION o.~ ~ / _ RI`s a\ ~ _
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT / / 0.68 AC. a - - - _ ~ - _ e Ac. n.o7 TOTAL NUMBER OF LOTS 50 ,i ~
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. / / ~ / 379.97' oREN ST ~ SMALLEST LOT SIZE = 0.50 AC. .s7' EPHENS ROAD 60' ri RIB
FLOOD PLAIN INFORMATION: / N 4ee28'3e"W , R 8 38"iP _ _ ~ ~ ~
THE SUBJECT PROPERTY _ ~ NOT LOCATED IN A SPECIAL ~ _ - ~ ~ N 48'28'38"W - -
JOHN K. CAUSBY NCPLS #3188 FLOOD HAZARD AREA AS DETSRIQNED BY "FEMA` FLOOD MAP ~ 577.12'
COIOlUN1TY PANEL NUMBER 370034 0276 C EFFECTIVE D~7~91 -
LILLIAN R. MARTIN n EVELYN 0. ROGERS MARTIN
E97-112 ~ 1030-802 l2 ~ LILLIAN R. MARTIN „ „
GLORIA M. MARTIN 864-1933 (3 E97-112 CATAWBA COUNTY
440-67 SURVEYORS CERTIFICATE 389-508
I, JOHN K. CAUSBY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY ~ , _ ~ \
SUPERVISION (DEED DESCRIPTION RECORDED [N BOOK SEE , CARp ~ LEGEND SURVEY OF PROPERTY FOR:
PAGE ABOVE___ THAT THE BOUNDARIES NOT SURVEYED ARE / 04'~ - - ~ PLOTTED FROM INFORMATION HEREON; THAT THE RATIO OF ~ ~ESSIO ~ ~ \ • Ex1sTING 1RON CAMP CREEK ESTATES
~ , n.0 ~ 4 IRON 3ET
PRECISION AS CALCULATED IS 1: ; THAT THIS / 4 -"C'\ G POINT ICARD TOWNSHIP BURKE COUNTY, N.C.
PLAT WAS PREPARED IN ACCORDANCE WITH N.C. STANDARDS OFD SEAL PRACTICE; NOT FOR RECORDATION. 100 0 100 200 300 4 EXISTING NAIL & CAP
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL ( \ L-3188 4 P.K. NAIL SET SCALE 100' DRAWN BY : JKC
31st 1 \ 0~ THIS DAY OF A.D., 2002. \ S A EXISTING STONE CORNER SMI DATA COLLECTOR CORNER TREE ( TYPE NOTED) DATE ; MAY 31, 2002 FIELD CREW ; JC KC JP
?10.,uR~ GRAPHIC SCALE - FEET ® POWER & TELEPHONE OR SERVICE POLE TAX MAP I.D. # 99-54-1-4 & 5, 99-54-2-1 & 11 ? WATER METER
JOHN K. CAUSBY NCPLS #3188 ® FIRE HYDRANT DEED REFERENCE ;DEED BOOK 716 PAGE 967 & DEED BOOK 732 PAGE 743
® N.C.D.O.T. R/W MONUMENT CAUSBY SURVEYING PH. #828-437-8041 DRAWING NO.
419 SOUTH KING STREET MORGANTON, N.C. 28655 01697
I

STREET CONSTRUCTION SPECIFICATIONS
All earthwork shall cor~ply with NCDUT requirer~ents, All fill Material shall be suitable earth free of organic Magi;er, lar e C' Construction Sequence and Maintenance Plan
rocks or other g debris. Fill r~aterial shall be placed in 6 to 8 layers and cor~pacted after each layer is placed such that
adequate cor~paction is achieved, Excessively wet or dry r~aterial shall not be used. Final cor~paction at surface of sub rode 45~ R/W A, Construction Sequence
9 y shall be 100% of Standard Proctor. w 8 e' 18' 6' 5' 1, Place gravel construction entrance,
~ I r~~ m~ 2, Construct ter~porary sedlrnen t traps. 3, Install silt fence
~ Aggregate Base Course (ABC> shall be fror~ a NCDUT-approved quarry and shall be coMpacted to 100% of Maxir~ur~ density. r r~ R 1 4` pT. 1 4" , r r~ R 4 ,Install teMporary diversions,
x The grading contractor shall provide independent soil density and ABC density tests suitable for docur~entatiori to NCDUT, ~ ~ 5, Be in clearin , rubbin and r e. exec ~ ~ 9 9 9 g, ough grading
6, Construct perManent channels TYPICAL SECTION 7, Install storM drain pipe and outlet protection,
ti d SITE Asphalt paveMent shall be NCDUT Superpave S9,5A. The asphalt concrete shall be supplied by a QMS certified s,~pplier, The z STREETS 'B , D , AND E 8, Place seed, fertilizer, and mulch on all disturbed areas not to be paved, H
. . d avin contractor shalt contact the local NCDUT District Office at t w I P 9 he tine avin is scheduled to allow DOT ~.rsonnel to ~ ~8 P 9 P N,T,S, 9, Place gravel base and pnve streets a
c~ be present when sar~ple cores are taken. Q ~ 0 B, Maintenance Plan
o~ s p~~ 50' R/W \
ao~o , N ~ \ 1, Inspect all erosion control devices weekly and after each run-off
~ ~ ~ ~ ~ o , e' 20' e' e' ~ producing rninfall event, ~ ~ eaomn~ rvom~r mrce 2, Rer~ove accur~ulated sedir~ent fror~ traps when half-full and repair or
s° ~ 0 0 0 ~ ~ co ~ ~ a I ~ ~ » ~ ~ re lace ri -ra which has been dis laced or conta ' ~ R 1 4" FT. 1 4 FT, i" reQ R ~ P P P p r~inated, W H
~ ~ ~ ~ 3, After vegetation has been established, check for any bare spots and (~i O re-seed,
C ~ ~ ~ HESTNUT DRIV F E 4 ~ `I' 0 e' erec as sec e' ~.a. ~ ,t~ ~ H ~ d 4, When vegetation is well established, remove all teMporary erosion Zi
U C\ 'o S O control devices, grade those areas smooth and reseed, ~ ~ TYPICAL SECTION ~ p ~ x
~ S.R. 2502 ~ ,A, A , ~ ~ N W STREETS ND C ~ ~ o~ H Z
mW VICINITY MAP N.T.S. ~ o N.T.S. o~ ~P ~ 0
o I O q ro z H RIGHT ~ H
M ,x o BETTY J. WRIGHT ~ ~ o H H ~ a a
~ w 765-1504 TRUSTEES OF ~ ~ 4 ~ ] N
REUBEN M. & EFFIE M. THORNE w p ~ WELCOME CHAPEL ~ r~ W la xo
89-44 H ~ o 5 BAPTIST CHURC x o 0 U ~'i
PLAT BOOK 5 PAGE 18 ~ W ~
512-562 m \ x
PLAT BOOK 5 PAGE 18 ~
H
- - - _ ~ S 48'05'05 ~ 1578.98' IV-SHAPED RIPRAP CHANNEL SCHEDULE TEMPORARY DIVERSION SCHEDULE ~ W
LINES TABLE 31a.o9' 283.93' S 48'05'05"E CHANNEL TOP WIDTH DEPTH 50 RIPRAP SIZE SHAPE: PARABOLIC
183.68' 125.00' 125.00' zaa.oo .00' 284 35' 1 N0. FEET FEET INCHES
U E BEARING DISTANCE CO RS LINING: GRASS PER SEEDING SPECIFICATION 375.80 1 CH1 4.0 0.5 12
L-1 N 05°03'05"E 30.33' S0 / 1 CH2 6.0 0.5 9
° m / L-2 S 78 20 05'W 101.12 / CH3 4.0 0.5 g CHANNEL TOP WIDTH DEPTH PqP 41 40 CH4 6.0 0.5 g N0. FT. FT.
L-3 N 32 53 57 E 31.31 28 ~ 0.86 AC. 49 0 ° w 4.64 ~ ~ ~ 42 ~
L-4 N 32 53 57 E 92.81 ~ ~ ~g ~N a •~tio 60 1 r CH5 4.0 0,5 6 uo~ • BB AC. ~ 9 / M TD1 4.0 0.5 ~~u
L-5 S 51°16 37 E 10.16 w ~B?; ~ O B AC. ~ ~ v ° 3r • 8 48 e ~ 0• ti 0.9s AC, ~ CH6 6.0 0.6 15 ee ~ ci~', ~ ~ CH7 4.0 0.5 9 TD2 4.0 0.5 ~~e b'pr r,
L-6 S 36 28 00 E 39.40 ~ ~ ~ g2 A, ~ ~ ~ ° , ~ o~ e ro ~ CH8 4.0 0.5 9
L-7 S 16 58 22 E 44.57 COY S. & SHERRY K. STILLWELL r~ / ~ o ~ ~ f 47 C ~ ~ / 1.00 A ~ ~ .62 A~. ~ C. / o ~ 1.00 A x.35' / ~ _ CH10 4.0 0.5 9 TD4 4.0 0.5 ;~p°' d'
540-932 1 ~ _ _ 204.7 , s \ 4 1.14 AC. o :a 4 1 • ~ ~ / d CH15 6.0 0.6 15 TD5 6.0 0.7 5 ~ ~ < _ 0 ~ 9.81 c / - _
0 14 PAG 28 ~ ~ 2 ~1' ~ ~ 0.79 AC. 0~ PLAT B OK E ~ ~ 11 ~ ~ ~ ~ . go~ ~ ° \ / / ;v W
ro ~,ljr~ 913, ~ ~ Fg "jL a / / ~ •~4 S 48 / i :r 'o ~ y''f* 39 1 1 ~ / ~ bpd' ^ 'i 29 4•.
0.85 AC. a. ~ ~ ~ ~ 8 / w / 3 ~ 9. a 1 y I; 4 ~
~ +9a b \ W ® 86,1 4 ~ ~ ~ J p d b I ~ ° ~1,~ HEan or / A~ ~ ~ ~N. ' 1.49 AC. cy~`' q oan• ' 43 ~ ~ JOHNNY R. REEP
~ / \ ~ ~ w oo\ \ 9~ lOS•~ ~ s~j ~uxcg / ti6 p, 4 ~ nn ~ ~ ~ ~15 r
/ ~ / 3' 1. ti , 1 59. 95,83' ~A, - 0.' a5 6 , ~ 2~3' tri 2107-1009 3 0.71 AC, v, ~ n
~ ~ 2 / e ~ , o \ 45 0 ~ \ ~ e o 6, ~ . y~ 0 9~' ~ CATAWBA COUNTY e¢.¢ , ~ ~i a 1 1
~ i d' R 'b ~ ~ ~ 4 ~1+c _ 0.50 AC. ~o . ~ /0 4 , fey 9 ~ ti n o STORM DRAINAGE PIPE SCHEDULE E4 ~x ~ ~ l m
CAL _~-o-o~ ~ 0.53 AC. bP`~, a o' 52'01' / I~' ~ SPECIFICATIONS: 2 OPTIONS -USE CORRUGATED STEEL IN ACCORDANCE WITH ti ( )
L~e~ 1. oo~ ti s ~ ~ ~ 1 ~ o ~ R ~ ~ ~b 0.65 AC. N AASHTO M36 OR HDPE DOUBLEWALL PIPE IN ACCORDANCE WITH AASHTO M294. 5 AC. 36 ~ (INSTALL PER NCDOT SPECIFICATIONS).
~ \ 0
~ ~ ~ ~ ~ ~ ~ ~ k ~ eo PIPE N0. DIAMETER LENGTH INV. IN INV. OUT REMARKS 4 o i~ m o c 0.94 AC.
GGY L. BOSTAIN ~ ~ ro 14 45 G oo' ROGER L. & PE ~ 0.84 AC. / 5 ~ v 1 . / f ~ / \ ~ ~ goo e~ ~ 1 e 0 ~ ~ 1 18 70 1205.0 1204, 3 ~ / o 1 1 MIN. COVER
456 483 / ~1 4 ~ / i 211.43 ~ " h ~ / ~ - - - - - - ~ 2 1 B 80' 1196.0 1195.2 1' MIN. COVER o ~ 0.55 AC. /
951-1999 r 0.67 AC. U.60 AC. o ~ ~ 0.54 AC. ~ ~ o°'' / w o oo'~ / 33 ~ , .a 3 24" 50 1187,7 1187.2 1 MIN. COVER t ~ /
PLAT BOOK 14 PAGE 28 3 ~ 1 g ~ 5 0 90 . \ \ / ~ ' ' ~ ~ 4 42" 140' 11427 1138.6 1 AIIN. COVER / 37 1.48 AC. / Z
i' ~ ~ ~ o' 0.66 AC. ~ ~ 0 0.55 AC. / h / ; ~ 0.54 AC. ~ 5 24" 60' 1171.6 1171.0 1' MIN. COVER
~ .10 ~ .l ' - 30" 40' 1171.,5 1171,1 USE OUT~.ET PROTECTION
v o ~ ~ ~ / 0.52 AC. / 34 ~ sb ,~o ,i a• ~ ~ 7 36" 100' 1165.0 1155.0 USE OUTLET PROTECTION o / / ~
A 50' ~ e ~s ~ 0.60 AC. °e. / ~ 21 4
'F / h• \ / I I 9 ii / 1 PERMANENT CHANNEL SCHEDULE ~ \ r /2 1 / o
15 ! ~ / / ~ ~ 0.71 AC. ~ r tip/ ? p9 ~ / I o • oo /k' ~ ~ ~ ao ~ SHAPE: V-SHAPED
~ .a ~ ~ o ~ o 'o ~2 0.51 AC'.• ~ '~a 0 ~ a o. / ~ . 50, tv ~ LINING: GRASS PER SEEDING SPECIFICA110N
~ 9 / ~ Z 35, 5 . ~ 19 ® / w A 32 i ~ 19 ~ m ~
~ ' 1 ~ CHANNEL TOP WIDTH DEPTH TEMPORARY a 2
25 lye o+' e ~ • •r ~ / / ~ / ~ \ . 5 AC. ~ SEp ~ 2 ~0 0' ~ , ~ 0 8 i 0 1 N0. FT. FT. LINER ' 6 ~ \ I
0.76 AC. ~ o •s 0,61 AC. JAMES H. HILDEBRAN bo 2~ ~ 0,61 AC. S o • 1i / ~ o. _ D. C~ b ~ NN A , 81.57' 231. ~ 1 - NDS G~COLIP y ~ WETLA \ ~ 6 s~,• 7g ~ ~ CH8 5.0 0.5 JUTE NET I S~CT90N
a / ti° 18 l i ' oR o'I 897-158 0° ~ ~ 6 L / ~ ~ \ ~ YdRTEB tl~,c.l Y b /t11 ~ Gl CH11 7.0 0.6 STRAW WITH NET
/ I s ~ ~ 2g. I 6 ~ ~ o.sl Ac. ti / ti / ~ ~ ~ ~ CH12 6.0 0.7 STRAW WITH NET
•o~,. ~o ~ s. / / ~ / 0.61 AC. a ~ 30 'd 1 CH13 6.0 0.8 STRAW WITH NET
o / y~ 4 ~ 17 / 45' OR 50' •0 0.97 AC. ~yi ~ / C1 ~ ~ 31 I ~IK1 1 ` / s ~ CH14 4.0 0.5 STRAW WITH NET ~ N N
R.O.W. ~ / ~ \T~~ ,cR~' .4fi p0 . 0 's~ 0.53 AC. ' o ~ ~ ~ o 0 0 ~ 0 l~ r, o 0 0•
SYMMETRICAL CUL-DE-SAC NO CURB & GUTTER oi' ~ ~ .S ~ / 0.75 AC. ~ ~ FQ° o• 0'y '?d 9' (U ~ ~ oN N N 0.75 AC. ~ fo ~ 29 / ti to ~ o ?w
287. ~ e / 0 ALE "W ~ o NOT T SC 3 O ~ ~ ~ g./ TEMPORARYSEDIMENTTRAPSGiEDULE 0.1 Op ~rj
N 5830 4 'rB, ti6/ ~y . . 90 20 ~y. / ~y ~ ~ / 0 ° o W y' / \ •a ~ AC 1 ~ N0. DEPTH WIDTH LENGTH WEIR } ~
- / 3/ \ / ~ / 9 ip I I ~ LENGTH » ~ O x ~ W
- - ry / c ( 1 \ 00 2~g / ~ FEE FEE FEE FEE E+ r, ~ ~ O ~ / 0.70 AC. / o. / 0.53 AC. 1 ~ l ~ l ~1 l ~1 ( ~ ~ H / ro 1~ / " ~ WwW ..rn
~o / / , r p h W H
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o' ~ / 36' 8' 6' 4' \ O t~ ~ ~ ~ 'O / J / ~ ° ~6/ ~'Y ? 2 3.0 1fi.6 33.2 10.0 ai A Ri a va 6ti 9 \ 91.51' I n ,s c,A,,tt'' s. a.o 1, \ ~ ~ ~ 1 'r 3 3.0 8.1 1 2
R. WAYNE & KATHERINE B. HERMAN ~ o. ~o •e ~ y. o / ~ o o~ 2 ~ 7 \ ~ 2 ap ~ 4 3.0 7.7 15.5 4.0 / '.'d 9
_ ~e / 199 668 e. 22 / ~ 38• b C? 3~ 5 3.0 5.2 10.4 6.0 / u~~ ~ A a O O ~ 6 3.0 10.8 21.6 9.0
I 64 377-409 0°` / ti ~ / O.E / ~ ~ ~ 0.87 AC. ~ ~
8 ~ 9 S / 0.65 AC. 2 d' a 1 7 3.0 10.5 21.1 4.0 ~ ~ ~ •20' ,a Yd 8 3.0 14.0 27.9 4.0
9LOP6 d9 UIRED 1` / Q ~ 9 RBq P~ ~ J ~ a Foar s.. ~ ~ `'cS\ '~o .y / 0~ ~ ~ 1 I ~ 9 3.0 9.5 19.0 4.0 \a - ~ ~ ~ 1 / ~ 3 10 3.0 10.4 20.8 10.0 o ~0 Se, 1 ~
~ ~ 0.56 AC. ~ ~P f '0 23 ~ 9°54' •
m• / / " `PLACE WEIR ON LONG SIDE $3 W V
/ SYMMETRICAL & T CUL-DE-SAC ~ 2s 0.74 AC. ~ \ y 24 f" Z
~ ~ ~ / ~ ~ NO CURB & GUTTER / ~ ~ \ ~ / ~ ~ \ 9 /Oy h ~ I Q ~T ~ 25 xg 0.72 AC. 1 1 I
m. ~ / NOT TO SCALE / ~ ~ f- Z / ~ 0.64 AC. ti f 1
0.67 AC. / / ~ `y o 's N ~o 0.65 AC. W - Z
/ \ O 6
~ ~ / \ z f ~ 10 0. / ~ ~ ~ f o. ~ R~ V . \ / 203.58 ~ Y o\ _ _ _ - _ 285.47' ~ p-73.42 r
a / ~ ~ ~ ~ / .D ~ w 0
a a / 0.68 AC. / , ~ OREN STEPH ~ W ~ V ENS ROAD ri RI
/ / 379.97 60 R a ~ ° ~ m
/ N 48'28'38"N~ l? ~ W \ = N 48.28'38 V =
\ ~ 577.12' i
SIGHT TRIANG 50' TAPER a o~ ,p EVELYN 0. ROGERS
10' 30 \ xn sir LILLIAN R. MARTIN RTIN ,A 1030-802
70' R=30' E97-112 m Q ~ LILLIAN R. MARTIN CATAWBA COUNTY
V E97-112
~L _ ~L GLORIA M. MARTIN 864-1933 S.R. 1804 440-67 3s9-508
INTERSECTION DETAIL AREA = 43.744 ACRES
NOT TO SCALE SEE TOTAL SURVEY LEGEND
BY COORDINATES • E1sJSTING IRON
n ronv ar+m
+ uivtuua c POINT
® EXISTING NAIL & CAP NUMBER OF LOTS = 54 TOTAL SHEET
100 0 100 200 300 4 P.K. NAIL SET EXISTING STONE CORNER EST LOT SIZE = 0.50 AC.
SMALL CORNER TREE (TYPE NOTED )
® POWER & TELEPHONE OR SERVICE POLE
GRAPHIC SCALE - FEET ? WATER METER 0 FIRE HYDRANT
9 N.C.D.O.T. R/W MONUMENT F

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