20090044 Ver 1_Site Plan_20090109

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- - NOTES! - - IOL PLAN SHALL BE FILED
- 1. AN EROSION CONTROL PLAN SHAL Franklin Coun Gl~ Online (OVAL OBTAINED, AND. A GRADING. ,
WITH NCDENR, APPROVAL OBTAINE 0 TAINED PRIOR CONSTRIJ RIOR CONSTRUCTION i j ,u ~
- PERMIT B - ; ET N ~ 2. SUBDIVISION NAME AND STRE n .~ts~° 3 ~ ~ 3 ~,w,°<.. AND STREET NAMES SHALL BE SUBMITTED TO ~ ~ - - - a
I ~ IN COUNTY PLANNING DEF ~ FRANKL PLANNING DEPT: VIA APPLICATION FoR APPROVAL. ~ ` ~ i
I ~ I I BEET NAMES SHALI _ ~ ~ 3. NOTE. ALL ST ' NAMES SHALL BE APPROVED. BY FRANKLIN CO. PRIOR RECORDING FINAL
N PLAT ALL ROADWAYS ARE PUBLIC a ~ ? ~ .a 7~p~g (S ARE PUBLIC ROADWAYS TO BE DEDICATED TO NCDOT. ~ ~ ~ ~ s ~ ~+~Ta F9 ~ f~ M~'M^~' Yp y ~y
o s>~ ° ~ , ~o ~ I ALL PUBLIC ROADWAYS AND INTER' aYS AND INTERSECTIONS. SHALL BE CONSTRUCTED TO NCDOT STANDARDS ~ ~ ~~~,w
~ 04.68 ~ ~ ~ 4 6a64p AND NCDOT DRIVEWAY PERMIT(S) AY PERMIT(S) SHALL BE ACQUIRED FOR ALL NEW ROADWAY CONNECTIONS ~ ~ ) ~
~ ! C ROADWAYS NGR H ~ TO EXISTING PUBLI ROADWAYS ~ ~ a I
/ IF ANY SH ~ ; 4. SUBDIVISION SIGNAGE ( ) GE (IF ANY) SHALL REQUIRE A SIGN ~ ~ ~ ~ M~ „ ~M ~ r a a
HAWKS RIDGE ~ EASEMENT THAT IS MEASURED 0 SUBDIVISION. 3 MEASURED OFF THE RIGHT-OF-WAY; 4~ < ~ ~ ~ ~ k ~ F " ~ f:' ° sr , + ~ .~y
s e ~ OR IF NO EASEMENT SHOWN SIGP Il 35, ? I i Q ; ~T SHOWN SIGN WILL ONLY BE LOCATED ~ ~ ~w w ' ~ ~ ~ _ ; , ~
4~ INV IN= ON AN ENTRANCE ISLAND WHERE 8 19' 24,87"W ~ ~3•~~ '6;69 9. 295.07' BE SERA ISLAND WHERE/IF SHOWN ' I ~ ~ '
~i.-455, ~0 1 n 5. NOTE! ALL LOTS SHALL R 6 R~3,91> rESeonAm T~ ? E iHALL BE SERVED BY SEPTIC TANK; AND A COMMUNITY WATER ~ Y b ~ € ~ j '
D BY A P.E. API I M PLANNE , SYST , - ,9~9, R a _ ~z~~~«~E NAGWOOp RD ~ ~ 2 I Zg4.54 BY NCDENR, AND OWNED, OPERA ~ BY A P.E., APPROVED AND REGULATED ~ ~ ~ ~ w ~ D AND MAINTAINED BY A PRIVATE UTILITY.. ~ " AWNED, OPERATE ~ I ~ ~ ~M.<wµ~„
~ gA%6CADE~o ~ ' D 60' PUBCIC R ~ (J 6TA~B~WIAIFI BiONE p ~'u 0 - 20+' PvMr~_ w rc ~ SUBDIVISION LOTS ARE BASED 0 ARE BASED ON A PRELIMINARY SOIL SURVEY MAP DEVELOPED ( `w~~ u
' _ S84 \R=ao.o32 ~ 42:9 - 32;'23,34€-., BY A SOIL SCIENTIST. IT'S ACCUR L=50,481, 9 - 74 v ST. IT'S ACCURACY WILL BE VERIFIED IN THE FIELD. z. ; J
X72.2506 6 ~ , - 24s ~>3 NY L ~ b OT FOUND ON SITE TO N0~ _ A )N SITE TO NOT CONTAIN SUFFICIENT SOILS TO MEET: FRANKLIN ~ a Q €
- ~ " L-98,2?~`~~ R=785,170 . - _ _ I s~ ozo, ~ OUNTY - e-7,1728 HEALTH DEPT. REQUIRE ® re 8179 I . W I C SEPT. REQUIREMENTS WILL BE ADJUSTED TO D0 SO OR COMBINED ~ ~ I a
W 9F +o .o ~ ~ _ , o / ; WITH ADJACENT LOT(S) TO MEE LOT(S) TO MEET-THOSE REQUIREMENTS. I 7 I O ~ I~
a ~ _ ~ . _ N ! ''y' I _SI° 58' 34 6''W ,n 9 - ( R m ~ ~ L-91,4R7, ~-4 4.15 I L - 084. SOILS A ~--I 113,345 6. WETLANDS ARE LOCATED WHE ~CATED WHERE DELIMEATED ON THE PLAN. ~ i~
_ I,'e=ss1,§.~" 4 4S uNEnwEcoNrEDHBRBi I - i ANY ALL IMPACTS ON JURISDICTI ~ / 1 SFT qF ~ ~ INSTALL PLANTER ~ ti0~ I ! { ITTED BY ON JURISDICTIONAL WETLANDS WILL BE SUBMITTED T0, BUNN LAKE ~f. J l
° P 111 o N76mEg1ANVELB a ND PERM z MaTCHINC ; - sNDO.SDi 02 NIDHEA,HH x ~ APPROVED B HAWKS RIDGE ACROSS. , ' EY p-319.203 ~ ' 'ERMITTED BY NCDENR AND/OR ARMY CORPS OF ENGINEERS. U~ ~E ' , E "
_.__oeESaw 4'~oAD- HAGWOODRD. 1 sHaLiBEL oFFNwy , 20' PUBLIC DRAINAGE rrotEl ?@49E9T. ` 7.ALL SUBDIVISION LOTS SHALL HA 5 ~I , A C OTS SHALL HAVE INTERNAL DRIVEWAY ACCESS ONLY, ~ x ~ ~3 ~t~ ~71~ ~ ~ - ~ , „
= R=992.079 d 0 ,00 ~..i EASEMENT L 52 723, . e=30449 ~ ~ - \ : ~i D~Dw~~Q~N~~EA34,ss°w II (NO INDIVIDUAL DRIVEWAY ACCEE IVEWAY ACCESS TO HAGWOOD RDJ ~ ° ~
- L ~ - ~ 28 1 ~ 0 s2„ _ I , _ 98.293 ~ _ ~ SOILS AREA- I c P~ I , ~ 43
L-oJ~J3., R 849.1 0.7 ~ _ P 0 ' e=4.42v w ; , _ - 13;277 SqF ~ ~ ~ , 96 PG ' 3. WHEN THE TEST WELL(S) HAVE E L=58.662, R= 667 ~ S . A. VELL(S) HAVE BEEN-BORED AND THE WATER QUALITY AND , ~
T 2: ~ 28 oen •A;ro RAP j , O'P,9a VOLUME AVAILABILITY IS KNOWN; ~ . H2Oshed- A-4.6 e=1o.924s ~ , ~ 0. I ' T Lit , LINED WI COCA~M L6`EA 'r'.g2 REBAY 41' I , TY IS KNOWN; A SEALED AND SIGNED COMMUNITY WATER SYSTEM !
L=7o.39s, R=s2s 000 I• WILL BE DESIGNED BY A REGISTE EA ' e-z6e2s ~a - ~ C <; ~ ' . ~ ~ 5a lo' 32.7a"w I I WILL BE PROVIDED AS REQUIRED BY A REGISTERED ENGINEER. DETAILED HYDRAULIC ANALYSES • ' ~ ~ AS REQUIRED BY FRANKLIN CO PUBLIC UTILITIES DEPT, AND. ALL m'}I
A ss I S8 39,2 A _ P A dWNNELB a T ECIFICATIONS MUST BE APPROVED BY THE UTILITIES DEPT AND ,
5 .Ft. LINEAR Ft. ~ ~ j 8' 95°w / PLANS AND SPECIFICATIONS IMPACT LOCATION TYPE. q , o - ~,y 77 56.6ff~A"" N ~Z rE uur YryyN1-~ ~ I - NC DIVISION OF WATER QU OF WATER QUALITY. THE COMMUNITY WATER SYSTEM WILL BE ~t ;
^ CH 231 ° ~ ~ A ~ 70.580 ~ d~ \ ~ ~1 ovERPLOwcww i ~ ' , - ED BY AND OPE ^A" NB Z1 4479 G , a}y ~ 0 , 0~3 i ~ .:OWN D BY AND OPERATED BY AN NC STATE LICENSED UTILITY. ~ o~ ~ ~ t"~,q
A^ N8 Z2 2971. STREAM N30° lo' S~ 28'w as b ~ I ~ `Mw,~ ~
^ ^ CH 256 s5.3 IMPACT AREA ^A,, 4.675 z7~; x a EI. EO Ate ~ , i ~ ~ 9. ALL MAINTENANCE IN PUBLIC E B ' ° ~ ^ ^ PTA 3+~3 Cl _ Rs1AP R: CE IN PUBLIC EASEMENTS AND RIPARIAN BUFFERS SHALL } .m ~ I ~ ~"~s~
NB Zl : 5181 H2Oshed- A-38 .i~_ ,a° I. ` B LNEDW,C~CaNUlLPEA - BE THE RESPONSIBILITY OF IM , 505 _ N N. " N30° 10' 55.28"W 27 . ` 3 - ~ r" . / i ® NB Z2 A ~ - ~E~ T D ~ ~ . - AND ALL RESTRICTIVE EASEti JSIBILITY OF IMPACTED PROPERTY OWNERS: THIS NOTE AND » ,~"^a° A ~RICTIVE EASEMENTS AND BUFFERS SHALL BE SO STATED ~ ,
1095 ZONE 2 - - _ sE ALL. - ; ^1^, NB Z2 - - P ~ ~ AL PLAT N FINAL PLAT AND ALL SUBSEQUENT PROPERTY SURVEYS ' ~ r`We~
CBE " n 1194 s3o° lr 38.87"E z7o = , :q E ~H~A>• 27 ....N..n ~ AND SHOWN ON FIN EV 3 ~ NB Z2 31.244 N P, AL i % i Z _ +n , i
S 0 SA RUT ^ ^r NB Z2 280 3a 4 ST A~- A 5 . o ~ ~ 0 M ON TH 0 E ~ -4 NB Z2 563 ti - EBa ~ ~ 10. NO WELL SITE SH W ^5^~ STR s C I ~ M ` o I ; " SHOWN oN THIS PLAN; AN APPROVED NCDENR WELL SITE ~A } €
S 6 y ' ~ ~ LOCATION EXISTS. WITHIN 300 2 438 ~ r~ ~ ^g^r NB Z ) aDe~+a cJ / STS. WITHIN 300' OF THE FIRST FUNCTIONAL WELL SITE ~ ,
' NB Z2 478 I 56 sM4~=, \ L= =6 3.0_ i~ I ACROSS STALLING RD FOR H. .ING RD FOR HAWKS RIDGE SUBDIVISION; WHICH ~ ~ ~ " ~ •w ~
^ NB Z2 202 20 -w ~ BE LINKED TO THAT THE 8 u I ~ ~ ~ ~ (sE °s ;1255 ~ WILL > TO THAT TREATMENT. AND WELL SITE. THIS SUBDIVISION ~ f~'"" i
+ LEVEL SPREADER IMPACTS ONLY 2~ ~ II c .2 IL E ~ P oo ~ LL~NEa~ WILL BE PROVIDED WITH A W~ / BA 1 5 1542 S ER IV 5 NEUSE R ~ ~ MER SiN~ ~ R ; k , , ~ I ! ciiLFnHM 42 ~ 0 AND SUPPLIED BY THE HA QED WITH A WATER SYSTEM CONNECTED ~ ~ ~
' ~ 55 9 k.: D ~ ~ ZONED: fl-90 T RIPARIAN 3 E i LdI ~ 3 L=21 ,'~1 e-.618.023 ~ IED BY THE HAWKS RIDGE COMMUNITY SYSTEM..
6HIaN orEl a- - L=,6013 + BUFFER ~ - osh a~ .o , AREA- d=8 1921 j Dc9,5503 ~ 1 AMY ATA~ VICE I A U
~2 _ OO D CO CH O _ I A 'e -PAP - R=593.023 ~N 6~ m, SQFT + ~ ' ;o wr' ~R~A ~ ~ < s I - L=- - ~~AU ~ ~ ~e SUET PROJECT WOODFORD SOUTH
\ Os~ied ~ r 20 -4.48 , ~ ~o , a,~_" AILS - m uNEDwID ; s I ! ~ ~-4 - o.aoo
16 , 076 ~'~~1`~ e=90.5383 6' x UB~~ L- 7,2812 R-593--3 1 P - 1~ Ns ~ i ~ 1 3, o ¢ ~ - # 2716-93-3428 sz a ~3 m i 1' \s9 ~ ~ ~ 44.6 , eoa.~ _ - ~ ~ PARCEL PIN ~ i ~ e~ A - ~ `'N 00 FK '47 LOCATED SOUTHWEST OF INTERSECTION STALLINGS AND HAGWOOD RD(S
LOT # 4 `a~ o , , -6a-- , \ r'~. PC.4 _ 2' 0 e ' ~ - ~ U` I 2° 40' 59.96" - AR y L-s7 OILS _ I \ ,age , py , e=94.22-~ I i 198811 40' 59.96"~_ 4388.969 Q _ ~
1 8 / OS , I ~ ~ i / - q I SOILS :AREA- ; ~ F ~ I i N I # 20 I I 12347 S Ft FDAE I 3 Af~A198 8111 , ~ ~ QF,~ D„ ~ ,r°, ~ ON ~ ZONED R-40
s\ ,:a < ,rp- ~ q s , ~ a \ , a, i i SgFt FEE ~ ' m W ~ ~ ~Q=p1 -z .9~nE 6i ~sP RESIDENTIAL LOTS 3 - 38~ (lots 1 +2 removed) A6 d Q , ~ 7 2 , N_ d-5 da ak r,'E~°~~~92, z e M TOTAL PROPERTY AREA 47.15 AC. (2,054,191 Sq.FtJ n. ~ a / sa ~~ES~ T. ~ SD . "W
I _ 3_ 0 5.,~~78 j t i I ' P~ s ~ ~o, ~ r S~~F T N~ ( , I L I a.01 ~ OAO L 6 b , ~KD.OOD Ac TOTAL INTENDED SUBDVN AREA 46.50 AC, (2,025,741 Sq.Ft.)
~ OT # 5 S01 AREA- ~ ' d o" ~ ~ n2 _ ~ ~64~7S t /i 56 ti H2 .ed- 4.0 ~ 'v N ~ I ( (A, EA- s e6 °A = ' s TOTAL NUMBER RESIDENTIAL LOTS 38
AR 1 ~ 4"W o ~ ~ LN^cD - 's ; 4 07,3 o / L a _ ~ ~ . ` 162252 N60° 20' 39S "E N ~ 069 ~ 43687 5 ,t °a~ P ! I QFT k 3 ~°ie s7 S3 ~ ®~I~I' a5. : 2' ~uBU AINAGE w / !~P(~ s ~ ~ ± 0~. ~ '8ec~'~fNQ6 `~'E I ,a68 TOTAL AREA IN LOTS-- ----41.64 AC. (1,814,002 Sq.Ft.) k' 3k5' Y EME ~o ~ _i ~~~ow1~,6b~cHSr~-,
' Buc FT ~ ~ 2 ~ s ~ Z 91 ~ ' I 1 ~ SKIMMER BAST 5 ; EASEM e\ s d N 4„E " ~ ~ ~ " LOT X31 ' , ~ ~ h~ DoT # 3 TOTAL AREA OF R~7ADWAY- --5.51 AC. (240,189 Sq.Ft.)
a° - a OILS A y ; LNoO _0 0 ~ ~ SEE dET. SHT: 7 ~L M21" 4~b - 0 131.79/ H2O hid- L to ~ LNT # 25 \ ( ~ ~ /1 D ,z, , 0 21 ~s~6 - , ' N ~ - r / 3 ~ TOTAL LENGTH OF ROADWAY-----=------4540+- Ln Ft
1 28tSgFt 4„ o LMEDW~CQYIECHSFB-. , I , i q~ 0 S60° 20' S W o AREA- I 5 ~ ~ I a R A- o~ ; q3 ~ I T I m ~ T I ~ I ~ '
" v , ~ : - H2Oshed I to J .,:.3683 83 ~ z, ~ 2 a ~ ~ LET # 6 _ ~ i o S Q / ° as ~ 4 - ~ s~ I ; e 9~ l 8z'~ ~a ~ ~ ~ , ' ~r ~ ~ ~ ~ s ~ -~~~r-r---- ^ ° MIN. LOT SITE 0,0 SQ.FT. s~` - - ~ a H2osh'~~~f9 v ~ ~ . t, i ~ 45 783 SQ:FT.
- ~ ,FLU AR ~ " 20 h ~ n I ~ 6 0 ~ K ~ _ i al ~R+~FB- 3954 ni~Lh- ~ 9 0 ~ - q$\,,hll lY P ~ nS ugn73,3y„ 639. ~Z°~~ - ~~J ' ~ ~ QF T ~ . ~ u~ w] ~c H's~s-, , - N ~
~ I I 36.nR 'T / ~)P~~ , ~ ' T6 ,581 "nC 43779.7 ° ~ 0 ~ N 19 08 1 yy~~ P ' ~ ~"~~.?~r! ' ~ T' `.i,, / . vv ~ 'ar' a~ o° SQFT x19' pa ; V ~ ° ~ ; ~ ~ ;Q x ~ I ' I I IAN Z°N62~CA' j Ns j 'IL=so96z.~=-~ ~ L-51. R=35.000 SETBACKS ~r SOIL3 AREA- ~ 2~_ss, 4 1 T
` \C~ , ~ 5\ti J o° 20` ~~4"E \ ~9 ~ ~ t5 0 SOILS bRE 9 ~ hDAEBA 0 ~ g. , . ~ 6 f 'P G• / A 9 l 1` Y'7 5f ALL ~s SOILB A ~5 : °r ,g' % 68, 31 S o do l o / ~6 ~ ~ 1 e t, ~ ° 83 4333 ~ ~ 50 FT FRONT AND REAR 20 FT -122484 R-48~ 0
MAflalrs~ ~+sraiL 0, 9 ~O oS $30° '.1' 40,60."E Z' ____-A3Q6t=~q I 3 LE4EL BPAEA EAR6 21,000: ~Ft _ ~ ~ - O ~ J ~ ~ o i ~ csEE taus) IFS L=88865, R- 0.00 LET 17 _~9, I ~ LpT 3 \ ~ 5 Ft ' do 85545 S FE ~(PE SIDE q qq WIDT -n.. \ ARE - I _ ~ ~ ~ o ~ L 10?;195 485,000 p
5 \ C` u ~ ~ `0..S , ~ i I° f g - _ s e 1o.ta Y~ AREA ~ \ ! ~ ~ / „ 1~ ~ N ~ \ S MER L 1 a, R- 42,63 x r. ~ °9 s ~ ,T e 1 z ` s ~ l 6 ,S~LS AREA- _ lag
{aEE DET S 1 e-6,4126 ; =126;7 , R=531. 04 ~ 4370 ~51 A SOILS AREA- a - ~ , ° 'i \ i 9, D 7 A.= C F. r2~~ _ o N s~ ~ T ~ ~ 17323 SgFt , ~ °p ~ - + ~ o Q. ~ o °
~ R ~,'a e=13~' S1 ~ SQFT 43778SgFt~ye~ R= oo. A ~ ~ ~ ~ 1 i Ns~ I ~ 's L=53.~t% R=35,000 c~S 6. A A G~ 1/ ~ `s L=135.4 , . ODO . ~ - - _ ~ , °67
4 67 , - 9~6 s P d~, ~ -15. 868 6270 I i, ~ + e- ~.a 2 Q SOILS AREA- \ N x , Q ~ \ a P =3 AC ~ 9 9 1 o \ r i QE 5 -P - `P, ~ N If '~r SOILS A- ~ a -
L i Sz,9 P P, 4370fr~gFt ~ a N , i b ''N ' ' T # LNT#16 ~ ~ on ~ \r o~- ~ ti P6 31` 788"W ~ 6 .929 x , m 'I gyp,` R" \ ° ]T ~ 14898~~Ft ~ =249,736 ~=43s.Dao ;a~ Q' ~
a ti - u W s9 .P~~ 2.335 y x~~~~ AR ~ o~ °'3o as°' I _ 4 3. 5 ~ 7 94, R-35 0 ~ ~ ° r 6 i' 2 /1 w - p t A 44 i 1. o u ~ 2 i 1 3. 6 ~ ~ ( -~-ZB~zG1~R=460 0 1 ..4 =as4.9 1 o d NSOILSAREA/` , I / ~ 4416
M 30 REAd°~ ~ N T ~ 3 T # 19 ~ % eye o~1~° N ' 1 T 3a-9a~, ~ `'°tv ~ p~, s O SQF 09 LN v t ~ v 21 i ILS AREA- w. o j ~ I ~ ~ fi e= g' Tr3a 9ga. R=~ D e=16.o 6 ~ 3J7411.Q~t ' ® ~
" 18 ACS o, O J ~ yo ~ AREA e - f~ N 1 oo3gFt D.A• ,3. 03 / n ,9 - , A~~ SOILS AREA- s , ° H2Osh d ~ ~ 3655 3gFi 2 ~ 36 Ix D.A:=s,3AC s ~ 43500.81 , _ ~ osti~~'~ 6000 ~ ? a ~ ~ ~ rol
s a k't ~ ~ I 1 6sa7 ~ 9 0.1, 4408E SgF1 93 s ~ a l L ~120s e~=, z ' Q~ S01`3AREA- \F ~ ,0 9 eon \ QFT ~9 ~ . ~.3P~' r ~ °o ` ! z urrdw o~ ~120s e~= AA w~-, LET 39 " ' I A A 0 ~ __r:______._ ~ ~ ~ e a _ _ urrdw s AR _ , ~u ~
LNT # ~ e,.et ~ 0~ ` i << ~ ~ ~ ~ L T # 23~ 1 ~ ' 1L~3~AR ' ~W ~ ~1.=136.175, R=650,000 ~ u~ i +n 1LS~AR = o 373292 ,l 4 L ~ 4 =460. OiTJ
AR ~ r eo.oos, =600.000 ~ A e=12,ooas z"~ i ~ ~ A~ w % ~ •~P i AEA- ; i I \ 15824 SgFt / 9 1 / P 1 ~ ~ ~ 60 .639 5 7 0 n^ 6 e 5.2 a 4 k ~ t 65 ~ _ 3 9 s 3 .n „ W , 0.' / 15821 SgFt 6. ~ ~ S (~E T i % QF ~
SQ T =^46,91 , R=450.000 282 0 2 oS N~ L ~ ~6a\, A2~A i ~ 1 `70.. ~ QFT l ~ ' ( I ~ 100.195 tip. ix e=3t:a3 6 ~ s(35603~F~ ° a3, '!a° , ~ "p ' ; LNT ~+T,. °°•~-~~~~as _°4SZ~'R~~ ; SOIL9AREA- e f PBB~ B~ BABY BBBB U BIOB BLAB
p, ~ NEO1W31e aura-I S1 , 18 _6~_8"E / 84"E d ~ LNT # 12 - u" S 16'..511 ~~01. ? 6. 8"W / I~ A A- ~o LN I # "5 7 1 . 2 L H~sh'ec~ CC 4.d , I 35591-SgFt ,.m 0~ wl ~°nrur us,
F, s ~ i a~ 0 c ~ 28 0.17.,11 j 1 ~ 16s~~e~ - 'E ~ I I 092 4 SOIL AR A- M 7 7 1, R= -o 0o AR A- % e ~ ~1 T-4~0' ~ ~ ~ 1 / yob ~ I QFT C o ~ N36° 0;~' 56.40°E - h ~C 0 111.5°,4 ~ \ B l Y
155 4357 , 0 i u 640,29. „ ~ ~;4 ~ ; 9 ~ ~ S ° ~r 67. 26, g ,000 ' "'s, i LNT g ?0 j e ~ 6 5 -z ~ ~ s - o {~0 QFT ~ ;.r _ ~SOILSAREA- 113 81A I # 38 ~ ~ ~
L ~ ~.q e=32 6 2ge 1 _ P a AKA 1` , .H2Oshed-HH/-' : ~ ' i- I ! / AREA - ~i 36 ~ / ° ~ 5t 3 ARE \ u? s~ I 11205 SqF 0 437881., 1 ~ {,7~W~000AI2A~1 ~ ~ A. • ~ ~ AREA- gs.LQ,W N~1.1V . ~J
2 5 Ft _ o H2Oshed- R X364 Ft t ~ . ~ + ,i "D 16 qF 2253 0 7~ L-43. R-450A00 2 >(INEDWI sFa-I SQFT ~ R ~ ' ~ ~ ,V36° ~ 3,55 E4465i.7a s~5` 4~ -,~3~ss.u, , ~RANK~II~ C~U~1TY
O 2 = C???1 ~ ~ ~ ' I ~ ~ ~ t l~ ~ I 20' PUB DRAINAG~ ~ ~ ' e= ; 2 s L=242 =600000 L_4~3 i 25. s REA- e - to FF 0- ~ ~ i EASE NT S44° 6' 258 E - , S ~ - .7a sQFT I~1~RTH CAR~~II~A
ai m ° e-4i ~ ,256 S $011.. A uuEDwdDaNrECA \ < . Q ~ _ u0, 1 C 6.168 31 57 ' _ ~ 8 Ft ~ ~ 2 I 4i ~ i., 2,`R= 5000 ° LNT # 9 I f ~ ~ ~ 13 ILS EA- ~ s 786 vq i < , ~ ~ w e= o.ns C \ SOIL3 AREA-
~ _ o N REA- t ~-SI 5', 06.74"W 1820089 wv:D~-cec~u ~ - ~ ~ i 069 , i A ~ ~N s ~ ~ ' SI , i ' \ ~ - ~ I ~ - Iho ; ~ L=26z ~4~ - P-2.5 / KIMM ~ EA- ~ 229 o ~ I ~ , ~ =a 4 ~ ss5sssgF ~If~TERSECTI~~I OF NAGWDOD A1~D STR~~II~GS R L=26Z,?~3, 1 0 ~ ,h~ i
3893, 7 N ~ T4"E 12 - Ae-" ~ ~ ~ ti~ 18 e ,8., z QFT _ P1~4 {S 'DEL wsrw.L 1.48 t ZONE 6783 Ft ss ~ ~ 88z i r o 42. 91 lj LI(IER.. 2 ~(=6a„903, R=6 O~OOD ~i - z ~ ~-n8 4072 \ / SOILg~dREA ~~r ~
LET _ assn,. I U T ~ ~ - "O ~ SOIL3jdF '655011SAR - raa~ea ~ LNT ~4 ~ S01 A - 1;;~;?6t; =~c4,04 ~ \ 36 431 I , ~ - 7 E~~,~ 3~4 3gFt \
{~zl~M IM " - TIN~B %r , t 7 .141, R=saoao ` I 140 S Ft 37 0 _ _ q ~ ~ 134. _ ~ ~ le .;7.07 e-a3,a133 A °B° ~ 0 43. 8 ~ - _ ~ ~ ° 1D ~ ~ 29' PUBLIC RRAINA L=13~fl7z, R 33cri I e=~27z7 r~ ~ ,3 i Z~~ED - R_40
_ _ ` 1 EASEMENT ~ i e=x.2727 SQF ~ ~ j = _ ~ _ SQFT 3 ZWNED• R ~ ~ 1 I " , I I L-73,30 =50.0 0 i s nu I - - 26~ se I ~ I
I P x~=.~. Fr ~ I o LOT # 1 '13 ~ SYR I . ~ 5a 1 , ..~u ~ \ zsz ~x e=aa: 2 , I - - LS AREA ~ -'i , - o~ooo ~ - LP~t s. - _ 'j , m ~ AREA- _ 1 e~ Ix 9 i \ a s2, - - , ~ 3 w 11 's~ L a" s - ~T~ " ~ ~ ~ I 11,5 S M BAS~~N #8 s~ a~~ ,v; EA- CAF m ~1 4475610 ~ ~
, - 1 ~ ~ _ w - a 'fib _ 47 ~ 563 ~ , ~ ~oo• ~ I i ~ ~ A I A ~ P ~ ~ ~ (S DET. 19TH 12j' 2 ~ _ ~ se ,oPl K ~ ~ _ _ ~ SQ~T 3
j ~ ~ N f SQFT o' I { ° " , \ " 1~ 20' PUBLC DRAINAGE 14 x•69 N ~ ~ , .864, 335.P 0 2 40 59,96 i " i ° ~ ' - ~ \ ~ EASEMENT e-24. 923 r i - - ° ° , ' 20' UB INA ry i 19881. - p,W r ~ ° sas sn ;I a T,r 5 ' ~ ON ~ ~ I S69° 15' 11:18"W_ ~R \
s° I EA ENT ~ 1L3 AREA- I, v_ ~'a ~ PA ' 1 , YPABB V9 - A ,i'~ (TYPICAL) _ _
~ ~ w , 3~ ss `L", - 917k6 L :SPA 2~ E ~ 'PUBLIC DRAIN 419 ' 12347SgFt w~~ ~ e=6.49 - ~ 1~28'~4~ -2.8 v/ ^s~ ~ T # ~ ~ w , ~ w 090 ~ e r SEMENT i ~ N i" L_b 0.000 s . TEMPORARY TURNAR D SHALL REMAIN PO BOX 37759, RALEIGH NC, 27627
~ " (a~ _ , a 1 ~ ! N~1' TAL ~ y N. . C ~PEAMIAN~ 26 Ffi9 4~AY 'n. aG TLANDS ~ ~ G J ~ _ ~ i L?? D.d. ° .12 AC asses $`~.--ET• ° 1 - aiL4si WE I UNTIL STREET CONNECT WITH FUTURE
~ ~ ~ 4 - ~0 5"W A EA_ 4B 9sf~9i} 6s ° .460 ~ ~ I Q T o as S? S3 + ° 1 o,E 9.868 5236,E ADJACENT SUBDIVISION (6" C C WI 2` lq, ASPHALT) WHERE SHOWN. LIMITS
4 07,3 eHa w 5. 2 u@u AINAGE ° D-0 - Red W38~R I ^Q ~+~yi,~CHaPe.i ~ ~ Y 1~ EDGE OF PAVEMENT !n ~ (QFT q5 , 1 ME T~ - ~ w '~-IS EDGE OF EASEMENT a i , SKIMMER'SASIN- #9 AVING IS DRIVEWAY TURNAROUND EASEM -
' ~3 NT 31 ~ SE IVER -1- i , 12 ' I y (SEE DET. SHT ) ° aSKIMM R BAST 5 ,N ' L LOT # 3 ,2) DAT~S~ _
~ 3 IPA 1AN a P~s1A 21 SEE ET. SHT;12) L4i8. AD 4~ ~'l ~ ~ - I ~ ~ ' " AR A- I`~ ; NO RIPARIAN ay~o1 5 \ ( ~ = ~ ' 445180
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6 rt, I E z n' yT~ 561 / AR . ~ H2Os ~ Ts~to I . _ - ~ ` REVISED-12 20 2007 . REVISED-3 312008
~68° A o9~ 639 II I ; a 5' j ' ~ E REVISED-1110 200$
NOTE! NCDOT REQUIRES A MINIMUM OF 4
50' R W DRAINA E/ I ~ T No FLCW- I ~ uriurY I USES TO BE ACCESSED BY ANY STREE , ~ RcrTl -ruia ni 5 20` PVMNT 0 6' S 0 D ~ O DRAINAGE(UTILffY 8 SHOULDER NLY,CUT IESMNT - ALL LOTS WILL BE SUBJECT TO FINAL.
0 AKES OVER BY DEDICATION SMM`! OTEI EASEMENT SHALL EXIST --2Y sl e ANA FILL SL PES 1' bases t THAT NCD T T _ APPROVAL OF FRANKLIN COUNTY HEALTH DEPARTMENT.
~ GNP i __,a;1 sa ~ ~ MANENT MAINTENANCE. ADDITIONAL _ ~ HETHER OR NOT SHOWN~~~~- FALL O FOR PER s ° S - ~~~~~~~p~lUlluMUUiluumuiVhi~i11~~~~~~ I~~~~~~~~~l~l~li~iiiiuofliipullllll~l~~~~~~~
' LOTS ARE INCLUDED FOR ENTRANCE SAFETY. I, \ ACTED' ~2' SF 9.5A ASPHALT PVMNT ?.S, _ THOROUGHLYCOMP ' ~GN ~ FOLLOWING ROADS L:: pdP~®~~CYEn sa*me•
sueGRADE a cAec s~Gp 00' 300 400 500 LOTS LISTED UNDER THE Fs 0' 100' 2 OR CUL-DE-SACS SHALL ONLY HAVE
TYPICAL NCDOT ROADWAY CROSS-SECTION FROM THE LISTED _ _T _ ~ ~ OQ®~~ ~PF:.~ ~ _
' ET NCDOT STANDARDS FOR DRIVEWAY ACCESSES ~-~-----a - ALL ROADWAY CONSTRUCTION SHALL ME 1 * DE CHANNEL MAYBE T $ : 1- ~ l9. '~j METHODS; MATERIALS AND CONSTRUCTION SI STREE e ~ Landscape .Architects ~ ~ ~ ~ ~ ~ i,l A nf~ n~~ Planning Consultants ~ o ~a
0 PLAN OR PROFILE. ~ ,1 , ' -eASEwHEaESHowN N LOT NOS: v,/ I~ ^ TRIANGULAR, GR UP TG 1 + STREET NAMES f-1IV fV ~,-,-z os ,~Q a of 15
5' DRAINAGE/U1ILITY EASEMENT IS OUTSIDE R(W MODIFICATION ° LOT #1 AIVD #23 (DRIVEWAY " I'' LEXINGTON AVE. -
LOCATED MIN 20 FT SOUTHWARD FROM END' ` mail address PO BCX 753 Telephone Office 919-365-3300. °~a~~FNCe ~e~D~ Fax [phone]
OF ENTRANCE ISLAND) ' 0 E SIGN x 18" THICK OR 16 QR 29 OR 301 2s sr N FnFNTON RD. (MIN 1 ADD'L LOT)- LOT #12, , WENDELL NC 27619 ~~~~M~~~IIIIIiIlu~umiiimuuH~lllllllll~~~~~~ ~ ~~~~~~Illlllll~~ouoiimigi~iq~lli)III~~~ :D F®~ ~~NSTRU~TIQN
WOODFORD HT: ALL TO BE SHOWN ON THE FINAL PLAT TO BE
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i WENDELL NC 27591 Fax~919-365-6883

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