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\ 1 SUBDIVISION DRIVE \ / I ~ ~ I ~ rr ~ I i I 1
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77 ESTATES ~
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RRON 87 LOUIS F, POU 83 81 80 _________J 82
DB 1421 PG 670 76
88 18 I
PERMANENT OPEN SPACE
2709867 5F
62.210 AC 72 73 74 75 ~ I /
TO BE RETAINED 8! 49SL 89 71 0~ I I fo
BY OWNER 50SL r'~ I I / r
52SL
54SL 70 ~f r ~r
TIN 1 535L (VISION SITE DATA FOR TIMBERLAKE PHASE 3 SEC 0 SUBD
55
106 sF 194,663 AC 56 54S AREA IN TRACT ............................................................6489 RQSSING #1 ' /
.9460 LF 57 93 LINEAR FEET IN STREETS., AREA IN RIGHT-OF-WAY ...............................................492472 SF 11,306 AC 58 92 ~ / ~ 1 /
NUMBER OF LOTS PROP05ED .............................................100 59
AREA IN LOTS ..............................................................5211239 SF 119.634 AC 91 AVERAGE LO7 SIZE ..........................................................53484 SF 1,226 AC 60 0 ~ /
61 0 62S
AREA IN RIPARIAN BUFFERS .........................................1335120 SF 30.650 AC 63S 69 68 1/
64S 11 °
PARENT TRACT DEED ..........................................DB 2918 PG 379 94 10 ~
NC PIN NO ................~,..,..,,...,.,,.,,,..,.,...,,.,.,.,..,,,...,1770-41-7746 65S P CEL NO ..................................................................16103004) 95 AR 8 7
96 6 5 4 3
IATION 72 97 OPEN SPACE TO BE DEDICATED TO HOMEOWNERS ASSOC 6 6 97 2
RIPARIAN BUFFERS 71 INCLUDING WETLANDS AND 70 98 99 1
6 69 100 12 13
62SL
14 15 16 17
NR. oY- W~~..~~5 I ~"~S d o rto~ C.~v.~ r3 18 19
63SL LOOP ROAD
64SL 29
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34 33 35 28 36 65SL
37
38 OPEN 22
39 27 SPACE 23
41 40 42 21
43 44 26 26
65 65SL
67 49SL 25 24
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53 48 52
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1 / ~ / ~ ~ / ~ ~ \ 4 F ~ / / 6836 3 S 1 1
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1 / \ ~ s ~ I ~ \ i ~oun~ WILDERS TOWNSHIP, JOHNSTON C®UNTY
~t~ NORTH CAROLINA
! ` ~ I r, ` / ~ ~ ~ 2 ~ ~ ® LEGEND
~ ~ , DECEMBER 19, 2006
~ / ~ ~ / ` / I V~ ~ / Q IPF IRON PIPE FOUND
/ r ~ / iP5 IRON P!N SET CMF CONCRETE MONUMENT FOUND
1 s / L O PKNF PARKER-KALON NAIL FOUND SURVEYED BY;
I ~ ~ • PKNS PARKER-KALON NAIL SET r p~ py ~'~i r j" j')~j7 r/°Y RR5 RAILROAD SPIKE (/J/l~,%/ . 16J\ G///l/f1Y' !/J/ i/ ~ c/+'•
~ r ° I I CP COMPUTED POINT DRAWN 8Y: P/P POWER POLE MIKE
o _ R/W RIGHT OF WAY
S.F. SQUARE BEET
AC ACR CHECKED BY: 205 WEST MAIN STREET TAX DS DEEDMBOOK CLAYTON, N.C. 27520
r, PB PLAT 8001( DRAwiNC NAME- PG PAGE TELEPHONE: [phone]
&OM uNoAR EETPS NfALDWQ.DWG FAX: [phone]
OPW OVER HEAD POWER SURVEY DATE:
WIRE www.truelinesurveying.com 106 STREET ADDRESS
- - - LINES NOT SURVEYED JOB NO,
817.001
- -

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BASED ON N,G,D,O.T. DESIGN STANDARDS OF UTILIZING 4:1 1 , I I I I I t t I 1 / , ~ r, / 1 + ,Y I ~ 1 k I } ~ w } I I } tv , v r v ( 1 I I I! f !f[ 7 1 1 1 1 t 1 1 I ~ t A ! A FILL SLOPES WITH GUARDRAIL, A 110' LENGTH OF PIPE t I I I I I~~ r r~ ,w- r r l l i t 1 t t v t v V v I ~ ~ v \ \ \
WOULD BE REQUIRED FOR TWE 5TR CROSSING. T I I (I I I I I r r , / ; , ~ ' ~ l / r ~ 1 I t 1 a r 1 + 1 \ I } r 49 ~ ~ \ \ \ ` , EAM HE 1{rl I}'I(Ir ~ rlr tl 1 w t ~ ~ 1 v t ! v~,y~. PIP R S IN W I { 1 J l; r/ ' ! f r [ /I I I I t 1 t I t 1°\ v I t I ~ \ ~4.,; . _ ,.-'r r'"__ ? \,~\y `y ` ~ T ~ r'\1\\ ` ',rye y \ \
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! r v ] v v v v ~ 1 r ' ' / 1 / rA % v v NOTE: ~`v ` v } ` ~ \y rP \ \ \ \ ~ \ /r .„,..ram
f % ~ 1 t } v v~ v t t v A - r / 1 t ~ , 4t ' " ^d w°' ~ 'v INVERTS OF THE 54 R,C,P, SHALL BE `'v vv `v \ S r / I ! \ } t \ ~ V t V v \ , `v ~ / I ~~'rk`,,. 1 ' \ ` PLACE " " v `v ` v v ~ ~a~ ~ i f r ~ - t \ tt \ 1 ria„ 1' ~ ,t \ \ =.t D 6 -9 BELOW THE STREAM BED \ \
r 1 ~ v ~ 't ' \ ;w, ' ~ v v t~) v ~ ` v •ELEVATION T ,v ~ ! / r r \ t t 1 ` \ \ . \ u~~~,4~~~~~, \ \ t 0 COMRLY WITH N,C,D,W.Q, \ ~ t \
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f ~ r \ ~ \ \ \ R THAN ~ r \ \ \ \ \ ~ \ + ~ f„ ~ / , \ ~~0 \ ~ "SEVEN FEET 7' . AS MEASURED t r \ ` _ 1 = ~ \ \ \ r / d ~ ~ / / p w, ~ ~ \ v v v ` FROM ROADWAY \ v t . 1 vy ~ v v ~ 1 \ ` 1J 1 li r rr. \1~ ~~STA. 1~2+95:67.. \1 \\?*\~'',y•,, / ~ i
/ / / ~ ` \ \ \ \ \ \ \ \ \ ? CENTERLINE TO INVERT FOR ALL STDRM DRAJNAGE \ ~ \ \ }I ` t\ It t \ / / s \ \ \ \ \ \ w~ PIPE CROSSINGS SHALL HAVE EITHER GUARDRAI \ \ 1 \ ` \ k t ` \ \
1-6'~C6" TI=E r 6 ~ Y ; / ` \ ~ t ` \ \ ~ ~ ~ `INSTALLED TO NCDOT SP CIFI L ' \ \ f= ~ 1 \ \ t \ \ \ \ \ ~ ~ e / ~ / _ i \ \ E CATIONS OR BE \ \ \ \ \ \ \ \ \ \ v v ~ v `
3-6,'G`ATE ~lAL ~ , / / \ } \ \ ~ ' _ - ,GRADED TO A 4:1 SLOPE OR FIATTER. ,-.~..-=~r~ \ \ t\ ` \ } \
\ \ ~ \ \ ~ \ t \ \ I 1 i t i \ \ ~ ~ f r t
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. ! w"~ Jf, \ ~ 54'-~8"~ R.G.P,~ ~ ` - w CROSSING WAS BEEN DENOTED WITH A BOLD LIN ` f '-'','wl ~ w - I ~ ~ \ 1 \ \ \ t r ~ e0~1.%\ GO AIN E. TWIS AREA ~ _ t \ \ \ 1 \ ~ \ , ~ DA - 1 7 \ \ _ NT S 11,005 S.F., QR 0.253 ACRCti-. _w s \ °t \ s t \ \ t \ \ \ `I 1 1 1i \t \ i 1 ~~T r I ,•'r- `ma`y-` ~ ' ~
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265.00' ~ 3.85 ~ 290.00 r
22S,Dp' ~ + .10~ 175.00 ~ + ,40X 175. ' ~ +2.20
375:110' ~ + .9Dx 05.67' ~ +5. ~
280,00 _ ~
280.00
250.00' VC 10 ' 0.0 VC 150A0' VC
K=35.97 50.0 K=3 .30 K=35.7f 5a.a vc 1 ~o.0a' vc
K= 270.OD K= .46 K = 30.61
270.00
5 SD
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ATURAL N N ~t N d- N N N GROUNp 2,20
FQ- ~ Q > Q r~` 'qC > 6r, pV WATER, 41NE ' MINIMUM CQ R~_,..,_•_._,_ ~ 260,00
to W ~ ~ H J ~ "'I hQ-' J H J
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25D.0a _ d. 4 ~ 5 > ? > >
r / ' ~ ~ .
CENTERLINE S~ OF ROADWAY 250.00
,r' 10 o h o © a a
240,Oa 3 ' rn o h ~ N O h o © u ~Q ON aet Qty D p ,
1 " R.C,P, ~ h ~ h ~ ~ O rJ~ ©M to d'
18 -6 D.I. WATER LINE - - ~ ~ oON~ ~ N~ ©M a6 N ~ N r- tv N t0 ~ ~ 240.00
0 ER STORM DRAT AGE N N
U1 W ~ ~ - Q> (nlaJ ~W ~W ~W la-J QJ
230.OD j U U U
n n 1e'-6° D I WA it CL d 0. a. tt t1. LL 4y. 0 0 TER LINE y~y ~W t1 d 4~.~ O.L~1.
o ci OVER STO DRAINAGE o ~ ~ ~ ~ a 230.00
" n n 54 R,C.P,
dd
220,a0 _
NOTE: NgTE; ALL EMBANKMENT FlLL GR T ~ _ " EA ER THAN ~ ~ W AC 220.00
INVERTS OF TWE 54 R.C.P, SHALL BE SEVEN FEET (7'), AS MEASURED FROM ROADWAY ~U ~ ~
PLACED 6"-9" BELOW THE STREAM BED CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE ELEVATION TO COMPLY WITW N.C,D.W.Q, PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL O1W ~ ~
GC 3404 -CONDITION 11. INSTALLED TO NCDOT SPECIFICATIONS OR BE 210.OD GRADED TO A 4:1 SLOPE OR FLATTER, + +
w a ~ ~
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-1+DO O+OD 1+a0 N 2+a0 3+00 4+00 5+00 s+oa ~+ao a+oa N N N ~ ~
9+00 10+00 11+00 N N 200.00 12+00 13+00 14+00
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PROFILE SCALE;
HORIZONTAL 1" _ 50°
~ ~ Dalton Eng~neering
VERTICAL 1° =1a' c°~ossr,
Ua;~~
STREAM CROSSING DETAIL and Associates, P. A.
JAN
FOR 446 East Main Street [phone]
TTIMBER 426 Fax [phone] TIMBERLAKE SUBDIVISION - PHASE 2 P.O. Box
Clayton, NC 27520
JOH JOHNSTON COUNTY, NORTH CAROLINA Job: 03065 Date: 4/30/04 Revision:
File: RCP02002 Drawn: DBL Sheet: 1 of 1