20071688 Ver 1_Site Plan_20071113

V i ` / r `r i / ~ / ~ i ~ J
/ / i r I J I J ~ J t ~
` rte, ~ ~ / ~ \ / ? / 1 / / ! J ~ I / J ~ / ~ ; J-- I i ~ ,
I / / J ~ ~ ~ I J J I I I I rn I I ~ ~ ~ ~ -
!~i / I I ~ LEVEL / ~ ~ , ~ ~ I ~ ~ . / y ; PR J ~ ~ ~
~ 1 ~ ~ / / t l I / ~ ~ ~ ~ 1 / ~ ~ / 1 , ! I ! i R 1 / J / / ' ` ~ / i ~ , F L _ W A H
' / / 1' ` l\ 1 \ I ` I / / / ~ ~ RAI NAG ~ E f 1 ~ . i ~ J ~ i ,l i l ~ ~ ~ MAI N 1 , • - E ~ ~ C / ~ 1 ~
I i l i ~ / ~ I \ EAS 1 / l r EM NT E J I ~ ~ ~ I ~ I ~ ~ LIMIT - Y f, ~ ~ ~ ~ ~ ~ 7
~ \ 'mow / / ~ . ~ 1 ~ ~ \ ~ OF DIST ~ ~ 1 ~ URBAN ~ CE 1 ~ I i T - N i f , ~ ~ ~
."'moo ~ \ ~ \ ~ \ ~ J / / ti , \ 1 \ 1 i i ~ 1 ~ 1 / / ~ / i ~ ~ r•~ ~ ~ T l / ~ i ~ JI J / ~ l JI IAN ~ ~ r ~ 1.... ~ ZONE 2 BUFFER ZONE 1 BUFFER 20' 30
1 ~ ~ ` ^~r 1 ! ~ ~ ~ ~ ~ ~ ! ~ ~ ~ $8 -4 ~ , ~ \ 8. C.P. 0 J ~ 28 e 1 ~ I I / J ~ 1 ~ I ~ I I J 1 l ~ /l ~ / r ~ ? ; ~
~ ! _ ~ \ 1 1 ~ ~ W H EADW l AL T D AI W L I 1 / ~ / 1 1 ~ i ~ ~ ~ ~ ~ ~ I ! / X r. . . - . . . . . .
~ / ~ ~ M OR DA 4 4.16 ACR 7 ~ ~ INV. IN - 1 ~ / ~ / / r . A I ' ' - • • • •
92.00 I ~ ~ ~ ~ ~ INV.O - _ UT , 89. 50 r . I I I 1 ~ i t ~ ~ • ; , / ~ ~ l'
~ ~ ~ ~ ~ r ~ . 234.1 RI AT I Y
~ • t.~ E ; AR EA OF R IP AR IAN U R WHI CH r CONT ~ AIN S E P IP ~ ' ' ' ' ' ' '
CR i ~ ~ .w OSS N . ' G B N E DN E 0 D WITH AB 0 LD THI ~ uN . E S AR EA CONT s: AIN _ , S 886 S. OR 0. 2A CR E OF RIP ARIAN 8 U .1'. ~ / / / t / ~ 1 • ~ ~i / / \ / / f / ; ~ ~ ~ ~ ` ~ `
~ ~ ~ ~ ~ ~ ~ ~ J ~ ~ i ~ ; ~ I ~ ~ \ ~ ~ ~ / ' i- / .rte \ ~ \ 1 ~ 57,E ST(: VE . FIJER,
i / ~ y r=~ -~r.. • • 1 r Z - ESA I Y gic .
ON E1.f 644 9 .F. S ~ y ~ ZON E2. (2414 S.F. • ~ f ; / f`. ~ ? / _ INF , / w. ~ - \
. - - - ~ • h i ~ i 1 ~ ~ ~r ~ .";t"• 1 / / / ~ ~ ~ 1~ . I / / ~ / •
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~ ~i a ~ / i ~ 1 1 I / ~ , _ - FOR , ~
56-1 ~ 8 R. C.P. - 0 1.7 9e ~ ~ ~ ~ 1 1 \ 1 1• I l / ~ i , t I I ~ ~ ~ EVEL / ~ t 1 I 1 1 ~ 1 , ~ ? r S 8L , s E FU TUR E , . / _ r , . / D P , EVE M EO r _ ENT
.E.S. s ~ , ~ i ~ ~ ~ .96 AC. . ~ - / \ SR 1 1 EAD 0 ~ ~ ~ ~ • / • ..r.../ / 1 / / - N
1 ~ ~ ~ ~ ~ ~ f~ INV. IN - ~ ~ ~ ~ 95.00 - \ ~ 1 \ 1 1 ? ~ ~ l ~ ~ ~ ~ ~ I 1 1\ 1 ~ I i i ~ ~ ~ ~ ~ r ~ ' ' ' ' ' -0 . . . . . . . . . . . . .
INV. - / ~ ~ - ~ ~ OUT ~ 94.00 ~ / i ~ ~ I ~ ~ ~ J ~ 1 . / lam. ~ 0 \ ~ 1 I ~ ~ i ? / / +~L. ~ ,
/ / \ ~ ~ ~ i ~ Y / ~ i 1 ~ \ \ / •1 / J ~ ~ \ RAIN ? ~ ~ • IA E \ \ \ r ~ ~ \ / ~ J I ~ , /
~ / / / ~ ~ ~ / ~ / / t ~ / / / ~ STA + - 0 00. 00 \ ~ / / ~ 1 i J ~ ~ MAINT ~ ? 1 ~ ~ ~ NANC I ~ E \ ? \ ,l ~ J J J ~ \ \ i EM ~ \ ? ~ \ l I I / / ~ ~ ? ~ / / ~ / / 1 ~ I ~ / LEVEL SPREADER
~ / ~ / ~ / ~ ~ ~ / I 1 ~ \ / \ ~ I I 1 ~ ~ ~ 1 I I ~ ~ / / / / / - _ • NOT TO SCALE
~ ~ \ i I ~ l \ ~ / / f i ~ ~ ! 0 1 1 \ ~ \ 1/ 1 1 1 I \ I \ \ 1 1 1 \ \ \ / 1 I 1 ~ 1 ~ / • ~ ~ / / ~ •i /
` i / / ! / ~ ~ i ~ / / l ~ \ ~4 \ ~ I ~ 1 I I/ I ~ 1 ? ~ ~ 1 I / 1 ? 1 \ i I / 1 r/_ ~ / ~ ~ F + / V ? ~ kSS "B" TO LEVEL
~ / ~ ~ / ~ \ I \ \ 1 t / \ \ ~ ~ 1 1 1 \ ~ • I ~ ~ ~ / ` ` \ / 1 ? ~ ~ , ~ i ? ~ 'RAP SPREADER
~ ~ 1. / / / / ~ ~ ~ ~ / i ~ ~ / ~ i / ~ ~ \ ~ ~ ~l ~ ~ \ 1 p 1 ~ ~ I ~ \ ~ ~ ~ ~ ~ 0 1 ~ ~ ?i ~ ~ ~ r ~
.~f / ~ ~ ~ , / \ ~ ~ ~ ~ ~ \ \ \ ~ ~ / ~ \ 1 . ~ ?
,1 D x? I HT G ~ / ~ ~ ~ ~ t ~ ~ S \ \ ~ \ ~ ~ t \ . 1 ~ 1 1 ~ + 3 ~ ? i ~ i
/ \ ~ ~ TR ~ L GE TYP. , \ 1 \ \ \ 1 1 \ 1 1 / ~ \ 1 ~ \ 1 1 \ 0 \ . \ ~ \ 1 \ 1 ~ ~ \ \ \ ~ \ ~ 1 \ 1 1 \ \ ~ \ ~ A 11+1 4.19 1 1 1 N ? ~
~ / / ` \ ~ ~ \ ~ / NO . EM BAN ~ KM \ ENT i Fl u ~ GR ~ ~ ~ 1 1 \ ~ 1 ~ / I` ~ ~ ~ S 1 1 • ~ \ 1 I 1 1 t 0 0 1 1 1 ~ .L GR ~ TER \ THAN / ~ ~ ~ ~ l ~ 1 +l ~ 1 / 1
\ ~ ~ \ ~ ~i ~ N 7 AS M 1 UR ED \ FR _ C ~ ~ \ 1 1 t 1 / 1 ~ / 1 1 ~ R ~ 1 A 1 1 \ ED \ FR OM R o OAO 1 \ WAY 1 ~ ~ 1 ~ Q ~ I 1 1 / ~ ~ / { / / + ~ ~ + ~ ? / + 1 ~ r / DREBAY
C ~ RN LI T OI \ RT F OR STS \ IPE C S IN SG S S 1 1 1 1 1 ~ \ \ ST ~ ~ ~ ~ ~ ~ 1 OR~i D RAIN AG \ 1 ~ E \ . ~ ~ ~ 1 1 ~ 1 1 1 1 ~ ~ I' ~ 1 ~ / 1 ~ + • + ~ NOT ~ i T 0 REAR ~ SERV I ED ? , ~ IT TO SCALE
HA E ITH A E INSTA ~ LL _D T 0 NC DOT SP ECI FI T CA I ONS E \ 1 \ 1 1 / ITH R 1 1 E GU ~ 1 AR DRAT 1 1 1 ~ ~ ti\ 1 1 1 1 1 1 1 J G ~ ICATI 1 ONS OR ~ B E / , ~ ~ i FR A11 +01.1 t ~ PSI ~o S BL F N L
G • E D T OA 4.1 S P 0 E OR ~ 1 1 1 \ . \ ~ 1 I ~ ~ 1 ~ 1 \ ~ R. 1 ~ \ ~ 1 ~ \ 1 1 \ ~ 1 1 I I 1 1 1 ~ \ 1 1 1 1 1 1 1 \ I E T E U R DR U ~ F E OADW R AY CON T S RU CIN I 0 ~ I ! i PR ~ EVE LO M R ENT F / I I 1 FOREBAY SIZE LENGTH
~ ~ \ t 1 ~ I ~ 1 1 \ \ 1 ~ ~ \ 1 1 1 1 ~ 1 1 1 ~ 1 I ~ ~ ~ I ( 1 1 1 1 \ 1 1 ~ ~ 1 + ~ 1 1 1 ~
NOTE: INVERT OF TH \ I ~ \ I 1 1 1 1 1 ~ \ i I ~ 1 1 1 ~ l ~ \ \ \ 1 • ~ \ ! I I 1 1 1 \ 1 1 ~ \ 1 1 1 \ \ \ ~ ~ 1. 4 9 .1 ~ X1 1 ~ ~ 1 ~ ~ ? / 4.1'X10' 21
E4 8 . R C. P. S HALL I ~ N • ~ AT A ~ ~ MINIMUM OF 1 2 6E W LO TH E, S ~ 1 \ \ HALL I 1 BE P \ 1 LAC \ i 1 \ ED \ I i 1 1 \ \ 1 1 y 1 1 1 \ \ \ 1 1 WT \ I I 1 1 . \ \ 1 HE STR EAM \ 6ED 1 \ \ + ~ ~ 1. 4 .OX ~ 1 ~ ~ ~ ~ ~ ~ 4.0'X 10' 20'
EL EVATI ON F OR A VATIC I L FE P ASSA \ \ ~ ! I 1 1 1 \ \ \ ~ 1 1 \ ~ \ ASSA GE. \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ \ \ 1 1 \ \ \ \ \ \ ~ ~ ~ ~ ~ ~ ~ iCHEDULE FOR LEVEL SPREADER
` E ON N. C.D. . 0 T. SIG N ST AN D ARD S Fl SL P ~ \ \ \ ~N 1 ~ ~ ARD \ OF UZIN ~ ~ \ 4.1 1 ~ IN T AL T L H L P R R F LLOW IN IN A L TI N F H IM ~ ~ SEDIMENT TRAPS.
0 E WIT H U G AR D AN 88 l~ W OU LD E R UIR E FR 0 TH 88 \ LEN G TH OF I PIP \ E \ ~ ~ ~ 1 1 \ \ ~ ~ CR \ 0 IN . 1 \ G TH E ~ ~ ~ IN P T L L P R R AFT R RAI NF A L UNTI ATI ON I IS ESTABLISHED, AND PROMPTLY MAKE NEEDED
PIP E CR 0~ SI N GW OU I R 139 OF ~ 139 ~ \ OF STR \ ~ ~ ~ ~ \ \ \ ~ R P AIR S. A R TH AR HAS N ILI MAK P R i DI C iN P CTI ISPECTIONS AND KEEP VEGETATION IN A
~ \ I 1 \ \ ~ \ I \ ~ I 1 \ \ \ ~ \ ~ \ 1 ~ \ \ ~ ~ ` ~ H THY VIG R U NDITI N.
~ ~ ti \ \ ~ SP R R AR C NI R R MAN NT R UT UR AN S HA LL R -IALL REMAIN FOLLOWING THE COMPLETION OF
N R U TI N.
i
O ~ O~ p pCf .-1~ u~jC~i pN C^ ~A~ 'f O a ^ t0 t0 ~ ~t d O
150.00 + ao +ao + ao + ai + ~ + rn sZ~ . QsJ~ v~ N iA 00 p O ~ d p~ M ~p ~M ~N ~N QN 1AM ~00 .o
Q~ N ~N N~ BOO ~N i 0~ ~N QN 1A~^ p01 8S ' a ~F ~ +lY ~FN +N ?M ? ~ +IA tt0 pt0
490.00' O +0.50X .sox z o.oo' m +a.oa~ . 150.00
Zoo.oo' b +s.ssx , ,.,s' o +z. z
140.00
140.00
150.00' VC ~ , s
130.00 a
O p 130.00
~A ~ ~ d o a' N ~ p N ^ N
120.00 O ~ ~ -F p ~ ~ ~ r' -
a J W ~ J ' ~ W-'
W 120.00
w?TU~. /I / ' I I ' ~ 6w GATE VALVE
GROUND 1 2" TEMPORARY CO~~ ' ~ .
110.00 ~pVE - - - _ ~E_~3~M~N~M~ • BLOWOFF ASSE 9~1r
;ENTERLINE WAZER 110.00
F ROADWA 6.. Z CONSTRUCTION SEQUENCE
ONCE THE SITE IS STABIUZEU~ CONSTRUCTION OF THE LEV SPREADERS CAN BEGIN. 'HE LEVEL
100.00 i
REMOVE THE SEDIMENT TRAP AND FORM THE FOREBAY STR U LAY STRUCTURE.
$ ~ 0 ~ 000 CONSTRUCT THE LEVEL SPREADER LIP AND ADJOINING CHA wu
IG CHANNEL. 100.00
~ 90.00 8" R.C.P. ' ~ g ~ ° $ , 3 ONCE THE LEVEL SPREADER STRUCUTRE IS INSTALLED. SEE ~ n ~ o ° N ° ~ STRAW THE ENTIRE AREA ACCORDING TO THE SCHEDULE O r- :D. SEED AND
n ~p ~ 0 d 18-6" D.I. WA ER LINE ~ o IULE OUTLINED.
OVER STORM RAINAGE ^ ~ ^ ~ °D "(18"-V'ERTf EPARRTIOIVJ - ~ W - ~ ?r " R.CP. ~n w~ W 0+0 ~ 'F N ON r'~ ~ ~ ~ UNTIL VEGETATION IS ESTABLISHED THE LEVEL SPREADER S ao WER SHALL BE
1 -6" D.I. WATER LINE a > ~ ~ INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT, /1M W ~i w ~ W ~ W - SEDIMENTATION SHALL 8E REMOVED AND THE STRUCTURE S 1 NT. ANY
U DER STORM D NAGE 8" VERTICAL SE ARATION) REPAIRED AS NECESSARY. i .TORE SHALL BE 90.00
80.00 FEN -F e fpR ,~T~RtieTC ~MP~Reav g niuF SEDIMENT AND
EROSION CONTRO 1AFASI IRF $wgL1 pF INCTAI 1 F BELOW DISTURBED AR ec pg NEEDE TO PR ~ SEDIM r~r LOSS. BELOW
0 0 0 0 T LOSS,
o p NOTE: + + INVERTS OF YHE 48" R.C.P. SHALL BE PLAC 0 o A MINIMUM OF 12" BELOW THE STREAM BED NOTE: ALL EMBANKMENT FlLL GREATER THAN DISTURBED AREAS LEFT INACTNE BETWEEN ANY PHASE OF GRADIN SHALL BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 ~ GRADING 50.00
E PLACED AT SEVEN FEET (7'). AS MEASURED FROM ROADWAY CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE R 30
~p ~ ~ ~ ELEVATION FQR AQUATIC LIFE PASSAGE. 4M BED PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL E• INSTALLED TO NCDOT SPECIFlCATIONS OR BE CALENDAR DAYS, WHICHEVER IS SHORTER. PROVISIONS OF PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED i
GRADED TO A 4:1 SLOPE OR FLATTER. SLOPES 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 XPOSED i IIN 15
WORKING DAYS OR 80 CALENDAR DAYS, WHICHEVER IS SHORTER. tTER.
"EXPOSED"AREAS INCLUDE, BUT ARE NOT LIMITED TO: 70.00
• AREAS CLEARED FOR ROADWAY CONSTRUCTION.
• AREAS CLEARED ON RESIDENTIAL BUILDING ~OT3.
60.00 ~ ~ ~ ~ $ ~ ~ -1+00 -0+50 0+00 0+50 1+00 1+50 200 2+50 3 KNIGH PROFILE SCALE I~j ~ n M N ~h t0 ^ N N N O> p~ pnj ~ ~ O I p ~O o ~ r) ~ ~ "DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS. a • SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS, i
r 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 N ~ ~ c•~ ~y N DIVERSION DITCHES, ETC.) AND THE AREAS ADJACENT TO SUCH M 8+50 9+00 9+50 10+00 10+50 11+d0 11+50 12+00 12+50 13+00 13+ ROADWAY & 11TH ITY c_n~ucTr~~ ~r~T~n~~ n~ w.~~ I:~ TRAPS. SUCH MEASURES.
60.00 ,
13+50 14+00
GHTS BRIDGE ROAD - 50' PUBLIC R/W i
d ~ ~t t
ROA i` i t
111 ~ I
HORIZONTAL 1" = 50' FOR Nov ~ 3 200"/
VERTICAL 111 =10' ST. J( f. JOHNS WOOD SUBDIVISION -PHASE 2 fl`~ - ~ ~g8
DEfVR - iNATER QUALITY VIMAND4 AND STOR4N"1!'ATER 9RAMGH
CLAYTO YTON TOWNSHIP - JOHNSTON COUNTY, NORTH CAROLINA
Job: 07028 Date: 5/21
5/21 /07 Revision: 001
001- REVISE PUNS FOR OWQ COMMENTS- 11-6-07 File: RCP01001 Df8YYI1: S i: SED Sheet: 1 of 1 ~

~~N OAKS ROpO
J ¦
a w ~/N
SITE
m QO O ~ AcR4 Ro
~q~K Rogo P~~~~
~ ~ SR 9 r~ ~ ~S9 6 ,
N/F j ~ R
JERRY G. ROSE ~
DB 1542 PG 114 j (pUe~/C)
VICINITY MAP (NOT TO SCALE) PIN 165702-66-8685 / N/F
~ ~ EUGENE B. SPECK ~ 9
DB 2373 PG 681
SITE DATA FOR SAINT JOHN'S WOOD PHASE 2 ~ PIN 165702-76-0579 j
~ /
AREA IN TRACT ..............................................................380732 SF 8.740 AC ~ / ST. JOHN WOODS % *o.o~e.~
LINEAR FEET IN STREETS ..................................................1043 LF AREA IN RIGHT-OF-WAY ...............................................54647 SF ~ .255 AC
NUMBER OF LOTS PROPOSED ............................................10 50' RIPA AREA IN LOTS ...............................................................326047 SF 7.485 aC_ ~ PHASE ONE j N/F TDRP ~Y 0~ RIPARIAN BUFFER ~ WILLIAM KENNETH CRABTREE ~seMeNr
AVERAGE LOT SIZE ............................................................0.749 AC PB 27 PG 59 DB 1214 PG 391
AREA IN RIPARIAN BUFFERS ...........................................60480 SF ? .388 AC ~ PIN 165702-76-0579
NOTE: PARENT TRACT DEED ..........................................DB 1 181 PG 188 LOTS 18, 19, 20 & t t WILL HAVE HPVE
NC PIN NO ..165702-66-9252 INDIVIDUAL NEUSE RIVER BUFFER ER
PARCEL NO ....................................................................OSG04003Q REGULATIONS IN PLACE PER DEED BY THE ORIGINAL DEVELOPER AT SEED Cam( Cq At FfK
PROJECT LOCATION ......................................35.6075'N 78.4725'W (NAD83/WGS84) THE TIME OF RECORDATION. lPe A v¢ ]M)
PERMANENT DRAINAGE
THIS TRACT IS______ IS NOT _ _ LOCATED IN A t 00 YEAR FEMA FLOOD ZONE. EASEMENT N/F
PANEL NO. 3720165700 J THOMAS E. CARTER, JR. ~
17 18 19 20 ,,,a DB 1348 PG 316 ~
N/F PIN 165702-76-5219/
ALLAN ELWOOD MARSHBURN, SR. SEDIMENT TRM ~
DB 645 PG 125 w/LEVEL SPEADER ~
PIN 165702-66-0107 (ttP.) PERMANENT ~ DRAINAGE ~
E45EMENT ~
on~sioN ~ 16 ~a~ oRC~ c*~.~ KNIGHTS BRIDGE R AD M 70 P0'°°~
50' DE ICATED R W (N T CON UCTED ~
cROSS~NC p, ~
N/F ~F
~ WARREN WAYNE B ~5 14 t3 t2 DB 802 PG 1 JE BAREFOOT
PG 113
~ PIN 185702-76 G~~~~ !-76-7102

1~ .~~i ~ G1
cw ~ -
DEouz OP~E~~ N F N/F
pUt'{ ~ WILLIAM J/ BRELAND ~ CHRISTO RISTOPHER SHANE JONES i~
DB 2614 PG 230 ~ DB ~8 1337 PG 666 50' RIPARIAN BUFFER
PIN 165702-65-3718 PIN 1 PIN 765702-65-6769 i
i i
i i
N/F
i i CH01 R. YOUNG
i i ~ DB 3101 PG 439
i ~ PIN 165702-75-1626 i
i i i
~ GREUMINARY PLAT i
OF ~ 100 0 100 200 300 300
SAINT JOHN'S W 0 OD
Scale: 1" = 100'
PHASE II
DWQ CROSSING MAP surrvcreo ar:
FOR o~w~ Th'U~' LINE' ,SURY~'YING,
SHANE
BOBBY WORLD S c~cckeo e+: 205~ ?VWTEST MAIN MAIN STREET
~ DRRWING E CLf~I IONS N.C. N.C. 27520
CLAYTON TOWNSHIP, JOHNSTON COUNTY NEALDWO.DWG TELEPHONE: 919
919) 359-0427
NORTH CAROLINA som~rr w*c: FAX: (919 3 www.truelinesur JOB N0. 3 359---0428
JULY 25, 2007 esurveying.com
O`l' \l~ s~ 446.004

REARING CHORD LENGTH .
NUMBER RADIUS ARC LENGTH CHORD. BFARIN ` ~N 503' S0' 28"E '28" E 26.04
EXEMPT FRu~' wi T., ti REGULATIONS - ~ COUNTY PLAti~ ti - C t 20.00 31.07 Nsg• 46' 12"E -..c _ nHNSTON y _ ~ _ C2 20.00 33.57 552'22'09~~W 12"E 29.77
iCTION C3 259.21 105.79 - ` _ ~t -L3 & L13 S50'23'27"W '09"W 105.06
".E LINES ONLY. ~q 2gg.21 112.30 1 '271V 111.60
~1.~ / ~~AA N
r A E SUBDi~ ti ,~~?~~NISTRAT
o ',y
ao OAKS ROAD R~W ~puB~~C~ ~P~ ~ ~ IPF
J 6Q ~o' x ~o' Sa~'S3'?g°; INTERSECTION OF TION OF
¦ ~ 1599 SITE 471 13' TWIN ACRES ROA RES Rppp SR j RIANGLES~ W IPS J TAE UrvE pp~~Y g~ RANCH ROAD 'ES ROAD I ROAD
W ~,N ACi IPF 5 PF ~ L13 L4
SITE ~ ~W~N A m 4' 31"E IPA PKNF IPS 55443 - G~' R/W DISK
~ ^ . 96.30
~qCk v~ 56 56~~3~ ~ TEMPORARY IPS IPF TDRANAGE
RpgO ~Q~' 564 ~4.~ 99 ~9 DRAINAGE W EASEMENT EASEMENT NOTES:
U 1) ALL DISTANCES SHOWN ARE IN ARE HORIZONTAL GROUND
IPS 5- - ~ ~ DISTANCES
rn ~ ~ ~ 2) AREAS COMPUTED BY COORD COORDINATE METHOD.
~ N Q Z N J 3) PROPERTY SUBJECT TO ALL TO ALL EASEMENTS AND CORD.
VICINITY MAP (NOT TO SCALE) 0 d RESTRICTIONS OF RECORD. ;TAKES WITH CAPS SET AT
~ U N/F ~ 4) N0. 5 REBAR IRON STAKES 1NLESS OTHERWISE NOTED
- Fi - ;,-c ~~wNERSHIP AND DEDICATION / ~ NIF W ~ THOMAS E. CARTER, JR• ALL lOT CORNERS UNLESS WILLIAM K• ~RA~~EE o z LEELYN G• C~~R 5) NO HORIZONTAL CONTROL F ~qM~E p, ,RABTREE OF SURVEY LOCATION ITROL FOUND WITHIN 2000 FEET
. $ 1 Z iN
I `HEREBY CERTIFY THAT I AM THE OWNER OF TH: PROPERTY SHOWN AND DESCRIBED HEREON, J ~ 84122 SF g) ZONING: AP
IS LOCATED IN THE SUBDIVISION JURISDICTION 0~ i ']a79~ SF m 3 ~ .931 AC 7) PARENT TRACT DEEDS: DB )S: DB 1214 PG 391 )02Y
JOHNSTON COUNTY AND THAT I HEREBY ADOPT N~F THIS SUBDIVISION PLAN NIITH MY FREE CONSEN' _ ~~J~`NE B. SPECK ~ 1.80 AC cn ~ DB 1348 PG 3 ~ 6 g) PARCEL N~ 05V04002Y -76-3510
ESTABLISHED MINIMUM SETBACK LINES. AND DES GEO~vIA W. SPECK 9) NC PIN Nu ~6`_'u~- 16-35 DB 1214 PG 391 3 PB 27 PG 59
PB 27 'G 59 ~ ~ ° ~ PIN 165702-76-5219
EASEMEN S TOAPUBLIC OR PRIVA E USE AS ENE ' ~ DB 2373 P76 60579 PIN 16570.76-3510 M Y Q g
PAN t 65702 Q N REFERENCES: _
6 G o , r ~ 1 t,.. W pg 27 PG 58
DATE WNER PERMANENT D DB 1348 PG 316 PB DRAINAGE L8 IPS pB 1214 PG 391
~ ~ 4~... _ ' _ . - ti DISTANCE o EASEMENT ~ DB 0802 P~ ~i''
i~~t~'~~ _ - . _'E 85.52' 'o ~pyC.._A~ OWNER , ' _'W 30.06' a? ~ IPS 3 DB 118i P~ ~ ~ IPS DB 2373 P~ r` '
"E 28.26' L 5887 Sf ~ _ (PS ~ U.135 AC H ~22~ sF ~ L15 ~ wy n ~10*4
it .~t~~~~ _ _ ,-E 75.23' _ lam , N 0.028 ~C ~ a
J A OWNER ~ , _ a .'E 10.21' ~ IPF IPS IPS ~t 0 IPS Let 4
~~6 L14 fps
~ ~ 1~~~2~ IPS ~P~ PERMANENT N/F
_ _ a . ~ _ ~ ONNER ' ' ` --DATE ~,5rt, DRAINAGE WARREN W. BAREF 3 EASEMENT AREFO
. ~ ' ~ ME~...~EFOOT FOOT
~ D~ 802 PG 11 . 113
Thies pN`~ n` I` NOTE: ~ _ LINES ~t4, SSLONLY - PIN ~ 657~2~76~7 76-7102
U~~ OF LAND ,~E v 9,Zg"W L. PALITY THAT N6~ _ a
2) IS l OC~TE ~ ~ PORTION OF A CO'.:'• i,~ ' = IPF ? , D AS TO AN ORS ' N6~ ~ IPS
~NQf LANC y N/~ ~Fy N49'19'17"W
~~;L~~p E. t,ANGFORD ~ iASEMEN? ~ _p~
aARCEL Oh NHk~t~~ . ~~~aTE A NEw STREET 0~ pIREC710N DISTANCE
a i ~ ~'i~EET. - FAYE LAN~FORD °F .:~?~`R A. LARGER
~~~1~NG BUILDING OR OTHER N4g•19'17"W 20.09 ~ tATURE, SUCH AS A wA7E" S60'04'54"E 40.71' R RY BaRGER
15 „ ~ ~ ~ N40'39'S3"E 30.54' r SURVEY
D 9 1 181 ~G 168 ~ 55702-56-9252 ~,1 T T n u ~T ~ wn ~
~ 4~ ARCFIS. ~ + S40' O'43"W 90.79'
GTHQt - S60'04'S4't
~ 5~ F~~~s 1HE ItaFORMATION AVAILABLE, TN` N60'04'S4"W 4Q~71 • v FC.~F
( ) ~THROUGHA(4) A DETERMINATION C` N49'19'17"W 32.37'
R, JR.
i 60 120 • Ah
~~1 c i i r ER
DATE SURV ` _ _ _ -
jii - 60' Scole: 1 - •
Ah;
TREE
_ MER NO ATTEMPT WAS MACE - _ _,~N~IS X~-I~ ti . - :.ti u. "~RiES, WETLANDS, HAZARDOUS ~ _;~~NATED FLOOD ZONE.
tiv UTILITIES OR ANY OTHER FEATUkES : ~,NEL N0. 3720165700 J OWh• 'HOMAS E. CARTER, Jr. ~ _EELYN G. CARTER `
n ;ROUND OTHER THAN THOSE SHOWN. : • ~~BER 2, 2005
;Lp,YTON.INNCC27520oAD ~ A REE
pWNE= _OT 9 NILLIAM K. CRABTREE J O H N STO N COUN AMIE D. CRABTREE ~~~ON TOWNSHIPS UNTY
• ~ r, ~~'S CERTIFICATE
:~p,YTON INNCC27520~AD
j / REVIEW OFFICER OF JOH_ NST~ti inutiSTON C0~ ? ~ ~ ~ % 7~/ d ~7I~C1~ - NORTH CAROLINA
_ TUNA, TM ~ 2 ~FJ ~ ~ iR PLAT TO WHICH THIS CERTIFI(F , , ~F: DUNE 22, 2007
DO HEREBY CERTI 3~y~U C~ ~ • -.iTORY REQUIREMENTS FOR REC _ _ = n ~vN UNDER MY SUPERVISION ~ ` ; . 't- ~ + LEGEND
~nAOE UNDER MY SUPERVISION : lif PAGE ~ IRON PIPE ~ v~ S~R~~E~ INS' ,S'U~ Y~'YI ~ IRON PIPE SE' ~ /j'7 n J J~
- ti -r::ORDED IN BOOK-Y-• THE BOUNDARIES NOT SURVEYED p ~ u E~Eyy OFFICER v CONCRETE w~ 'uE'~ FOUNO ~A_ _ - ~ ~ ..r YING, P. co
~ti_ DRAWN FROM INFORMATION FOUN: 0~1~ 1~ - c. r PARKER-~ '•~u~ FOUND O o.r' PARKER-MU-'; SET p~Wti c
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