20030849 Ver 1_Site Plan_20030707

~ EIP v ~ \ , Stream Crossin Plan For
~ ~ ~ . . Zoned: R-3U ~ EIP - , ~ ~ ~ \ . NOTE.• N07E,
~-~k Present Use: Residential Flood ~ A 10' x 7t)' Sight Triangle All Drainage and Utility Phase 1 Wo \ ereon shall be reserved at all easements shown h
Jimmy T. Riley ~ ` ~ k';k%~,, Hazard Soils street intersections as shall be permanent and Public Dedicated. W ream 1 s
Deed Book 8954, Page 1104 ~ ~ / ~ ~ ~ own hereon. ea 0 sh
o ~p Book of Maps 2001, page 825 ~ ~ ~ ~ , ,A~ er I3ranc1l Townslli Wake Count , NC ~ Pan t11 p Y
~ Ei ~ \ 4 w;ltaw , ti ~ ~ ~ • , g OQQppp0900pp0Qe ~ 10 Date: 04-30-03
S g ~ A NC 42 M ~ A ~ X ~ ~ o C Scale.l 0 \ o AR o / ° ~ o~
v A ~ ' ~ °°4`~ ~r°°o - ed: R-30 \ Zoned: R- o ° o P.I.N. 0696.03-24 4276 Zon 0 0 ~'Essl°~,, ~ o ~ sent Use: riculture ~ o ~ of y o
15' , ~ ~ ~ \ \ \ ~ ./A~' o , ~ 9,^ p o 100 200
2 5 Site ~ 4 \ ~ ~ ? ~ X65 ~ o o ~ \ Tar del Developers, Inc. ~a sEnL c p e • G Deed Book 9524, Page 1781 P L-2645 o GRAPHIC SCALE
~ ~ b 5 ~ \ \ ~ v"~~, '4 ~ .`l, O ~e C k ~ o Book of Ma s 2002, Page 2123 a u ~ o ~,~N~, r,i,~,; ,t, . P o •,9~ °o ~ n,a
~ ti~ ° ° ~ ~ ~ V ~ \ ~ \ ~ N ~5y ~ ~ ~ ~ ~ ~ . , en ~ ~ ~ 20' ~ ' \ ~ oo . ~SU ~o~ °o PREPARED BY
~ ~ \ ~ k v, ~ ~ - \ ~ ~ °°o Jtl X4;'0°0 ~ ~ °oo ~ Tip „'f° Q
~r ~ ~n _ ~ ~ r ~ , , ; , ~ y- A w ~ ~ ~ ~ e ~ ~ ~ °a M. oo. CT 2 ~ ~ ~QUaoaoa9o
2764 ~eS ~ - ,t''jy. ~ r ~ \ Ir ~ Y ,Y" o ~ N H/w Zone : R 30 ~ cr ~ \ ~ \ ~ URV YOR P,A. , y~~,~-- PROI'ESSIONAL LANDS E , ~ VAT ' ~ ~ , .
to ~ N a ~t k' 1- ~ ti ~ \ ant Use:~idential ~ ~ ? ~ ~ ~ ~ ~ Road Pres ~ Ae k ~ , . ~ / ~R ~~,q~.I~ \ .Y ~ \ ~ I 0 98 De of Street, P.O. box 730, Angier, N. C. 27501 U
llt0 n ~9 ~ Fred H. Adam , Jr, ~ S ~ ' , A ~ ~ o, ~ / P
ti ~ 2760 ~ P e 402 ~ ~ ~ ~'~ce ti r, ,Sl n Easement ~ Deed Book 8952, ag \ T real ~ \ \ ~s / _ t _03 919 639-2133 [phone] (FAX) r~ Revised: 08 1 f ( ) ,J \ .o
o p ~ r r yp g ~ ook of Ma s 2001, Page 25 \ 9~' No Scale ~ A ~ ~ / ~ ~~y ' ' .F• ~ ~ a~ ~ Revised: 09-02'-03
o rr \ ~ w~~, ~ , 1~ Note: M ~ ~ ~ ~ ' , `ti~ k,~ , ~ A~ Revised: 09-05~-03 y ~ ~ ~ ~ Develo er ~ \ Owner `Y ~ Revised: 10-2--03 P
0' x 70' Si bt Ti~1an !e takes ~ tv \ y ~ ; A 1 g g ~ ~ Kk~ , ~ ~ v ~V ~ ~ ~ ~ ~ ~ . t ~ , a e s
recedence over sign easement, Y; p X v ~ k, k ~ ~m C ~ Y ~ ~ ~ x , ,v . ar ~e eve o r k A ~
PP C ~ ~ , ~ Y-:~ w,~ ~ ~ ~ ~ ~ \ b -2073 A ~ 466 Stanc~l Road, An ler, NC 27501 (919) 639
~ , ~ O ~ ~ ~ te1~ ~ ~ ~ ° I
VICINITY MAP ~ o ~ , ~ ~ ~ r,P 1. ~ ~ a . ; ~ k8 ' N I ro ~ k x~ - ~ ~ ~ ~ I
No Scale ro y affe/ ~ 1 i' ~ ~ X ~ I
~ ~ fiat 8~ / / ~ U ell ~ , ~ ~ ~ / o ~ I
,4/ ~2 0~ ~ 1 Total Disturbed Area In Project ' 1.0 Acres ~ ~ ° - ~ I ,
~ > " ~ ~ k\ Area includes road ri ht of wa , 15 construction ~w ~ ~ .Y er foseme ~ ~ ~ ~ I
a ~ / .0 3 / ~a e - men ^ ~ ~ 1' it Soils areas Constructed drainwa s, x~ I !m P y
~ ~ Im eua Area / / / \ 800 a . ft. / ®t " " / PP 7 j / ~ I and sediment filter basins. \
r~/ / \ / o / / At / ~ Ay ~ ~k - I NOTE:
tl , / ~ 0 / /5or / ~ fi \ ~ / ~ 0 ~ ~ ~ is the radin contractors res onsibilit fi , ~ ~ , ~ It ~ g P y
/o ~ 3 / m ti ~ ~ n~ / N / V 0 ~ ~ to kee all disturbed soils within the 1.0 Ac. ~ ~ ~ ,y~ ~ k, i P
EI / ~ 3 ~ L 13-,2 A 5 EPK i '1' ~ ~ ~ ~ ` I desi Hated as construction limas. u ~ 5 I i,
0' W / ea 0.842 c, hnperriave Ar ~ ~ 4,000 eq, ft ~ ~ ` \ -t ~ ~ r ~ 'L•, I It is the radin contractors responslbihty ~ ~ ~
cD ImperHo a Area Q/ e ~ < k:~~~ = ~ ~ ~ to have the appropriate utility companies
tD~ r' 1,700 aq. n. .'4"'---'-- She ~ t t ~ ~ k r y \ - ~ ~ • locate an underground utilities before
o Sign E same \ ~ o• \ See L~ fail ~ _ v y ~ I y ~ ~ v" y~, proceeding with construction. I
~ ~ I ,
, .q CB-4 ~ 1 ~ 0.5.E A . ~ t , , v ~ ~ 1 ~ NOTE: ~ , ~ Ea e eats shown ~pe~e ~ I 15 Tem orar nstructlon s m
~ \ _ 1 m x p y 4.-.^n ~ , ~ ~ ~ d ,I ~ hereon wer sed to compute the dlsturbe
a ~ ~ Q lmperrlnue Area ~ ~ A ; x ` ~ i' \ are
C/L In terseetion \ ~ l ~ 4,BOB eq. n, , s,gn Ensa nt 28 0.552 c. ~ $ ~ o area for--~t e project. All disturbed areas ~ k , . ~ I ~ ~ e ent I1m1t . . ~~mthm saad eas m s
30 TBM Elev. = 298.5 \ \ ~ sae oeron 1 q 26 0 v I ~ \o \ ,
\ ~ 29 ..._.1 W ~ ~ 0.692 A~ I v 0314-r4 ~ ~ ~ I 6 \ ~ ~ I
r 0.628 Ac. l e, \ ~
\ I l , w 30 Imperelnve Areh ~ ° \ Impersiava Aree 1,700 aq. n.~ l ~ a .544 A se ~ ~ \ ~ `r ,v, k A ' _ , ei i ~ Q~ ~ \ + Impervl a Area ~
O 1,700 eq. 1G ~ ~ ~ / \ ,O lmperriova Area r
l,eaB eq. n. i, 25) to i~~4 ~ ~ ~ o , o, ~ ~ ~ NOTE.
- - \ ! ~ ~ 0.519 Ac. ~ ~ ~ \ I ~ , ~o ~ v 1~! ? ~ ~ ~ ~ ~ ~ ' ~ ~ ~ Darin the construction of this protect i ~ ~ ~ I g , ~y ~ t rom th e
\ r '0 \ Lnpervieue Atra O ~ ~ peralous Brea \ ~ 1.700 aq. ft Impanlnve Area ~ r ' on stake is set at a 15 offse f . ~ , ' ' an ~r lmpanleua Area ~ ~ - ~ I ~ \ \
~ - ~ O ~ 1,800 aq. n. ~ ~ ~ 4,800 sq. h. s,eoo ay. n. 0.5 0 A ~ ~ actual front (right of way) corner of all lots.
~ ~0,~ :J ~ \ \ z~ i ~ ~ e. ~ ~ ~ ~ ~ ~ ~ ~ _ ~ After the street side slopes and~or shoulders d lmpen ~ .+V ~ '~y_ Zd ed: R-.1~ 24 ~ I,800 rq. Y v \ (mperdo Arc! y ~ ~ , , , ~ e have been ;;un.structed anci stabilized, iron stakes
~ ~ , ,,roo . R ~ y , I resent e: Agrtcultttr set at all orners as shown hereon as is
- D_ q~n~` \ a tmperrinur: Area ~ ~ t+, 5161-:~ ~ Zo.rl-@d.-$-30 \ \ \ d,700 eq ft. 19 4~ ~ ~ ~ e e 6~`='~ ~ " ~ Fra ce S. Fish ~ Fill be C r d ~ ~ ~tle 21 Cha ter ~6 e e o 8 „ ~ - , '-e~~ ~1° ~eed X00 618. F'age X40 ~n accordance with T p ,
- ~ \ \ ~ Presetr~ Use: A Ai~ulttir fi b5 Qn 5 w ~ ~ b On F k"; . ' ~ Section ,1602, Paragraph ~c) of the North i \ ~ ~ • ~ y, y , ~ ~ + \ \
~ ~ \ 18 0.547 Ac. ~ ~ ~ ~ ~ 4 ~e RED. Tunstall H~K•s ~ / pm ~ ~ a,, ~ . \ tm errlnue A ~ ~e ~ erdouaArea a 0. 31 Ac. ~ ~ ~ ~ ~ ~ Carolina Administrative Code. r y~aJ 23 ~,PoQ aq, n. ,
- - If~1/ Book 1870, Page 0- z ~ 5 Ae, p7oo a , ~ ~ ~ 23 ~ r; y.
o \ ~ d~,\ ~ \ ~ ~ 0.518 At \ ~ / lmpervleua Area \ ~ ~ \ ~ ~o \ ~ 0.518 Ac. • 9~r• A ~ ~ ~ ~ \
4,700 aq. h, ~ e e I ` Cons cted ~ s e ` D. 65 A I 1 N MUST
~ \ \ ~ 20. r / Are. Ls-1 . ass ~ I ~ ~ 0 Imperrl~ ~I \ ~ ~ I T Y NF
I1 \ ~ ~ I i \ / 10 ~ I . '2s Q~ v R 0
~ ~ I ~ J ~ Sp\ 0,546 Ac. mperyvae Aroe I ~ I I ~ ~ ~~1\ V ~ ~ / , 1,700 p. It. mBeMvue Area 22 0 n \ P ~ ~ ~ ' ~ \ Q OT "f
1 1 CT Ul , ~ ? \ .521 Ac. , c ~ s ~ ~ o ~ ~ 1 ~ Imperdoua Area 7~ ~ \ 11., Q
~ 11 5 d . ~ m / ~ t 0, } ~ 5 aC ~ / ~ 1 ~ ~ /,800 tq. lL / 0 ~`nn~ ~:%,y.. ~ e ~ p 'oue Area ~ ~ V 1 ~s ~ rox. 1 0} r O
w ~11 11 1 \ d\ \ ~ ~ v4 c0 ~ Impervlave Brea 1 ,c / ~ ~s ~ \ JW ~ 1 t 0.558 Ae. eat ~ od L11I11,t
I a. ~ 4,800 eq. (t. t ro ~ I ' 30' ~ ~ ~ 21 1 1 ~ / ~ Seger Eaaem Q p D ~ 1 b = ~-saw-. _ _ - \ z
14 - '1 , \ „
tia do , ~ ; ~ a ~ \ 0, 581 Ac. ~ / ~ - - \ • _ \ .560A. 0
pmperdoua Aree lmperdoue Area \ ~ \ iqe ~ ~ !•800 aq. fG lmpe us Are. 1,800 sg. fG 1 r~ ~ ..1,. O ~ \
I 1 ~ 1 ~ ` ` ~ ~ ~ 51 Ease ni ~ v NOTE: I a \ \ a, 5e Oetat if lgh q. !t. 4 ]llrbt O ~ ~ o CB ,t~structed a ` ~ ~ . / 0.571 Ac. ~ ~ YOU DIG!
coon ]an cover slteef, only. ~ ~ \ riel This lat is a constru p , ` \ a ~ S p e and is ~ \ ~ \ ~ 2'~5 hann~ 2 0,531 Ac. ~ BEI,ORE Imperviaua Area / ~ ~ .
not conform to G.S.4~-,30 as amend d ~ b 1 ti I~ \ ~ It does ~ ~ ~m ~'pa m ~ CONTACT ONE CALL CENTER (mperdova Area ~ r, / ~ ~ ell LO t ~ ~,eoo sq. n ~ i ~ ~
" tended for sales or recordation. , I not in , , Impertfevelrea ~ p Ac. ~ ~ a ~-600-632-4949 rerefaue Area m 0. t80 ,qao . n ~ ~ ~ ~ ~_2~ v ' ~ ~ 'k ` , v.; 1.020 Ac. .2 w ~ \m ~ i~ k~ ~ o, 50
lized nature of t111s plat, the ~ ''D00i°'`~ Due to the enera ~ ~ \ \ 16 ~ a 1 ~ J ~ ~ / k ' ~ lmpervteue Aroa ~
~ t, Ri arian Buffer Detail ~ a or ma not re resent actual lot la,you p C/L Intersection lots shown m y y P Not 7•o scale - . ~cB-7 ~ X ~ Y~ i' e.aow,rt ~ V / - ~ i J
' ion Mats for final lot ?BM Elev. =`~S~t ~ \ Refer to recorded subdtvts 1 \ \ ~ 0.557 Ac, ~s .55 Ac. ~ k _ 0 ~ v~ ~ ~ ~ i d for Review: 05-29 03 X57 Ac. / ~ I ~ Date Submitte
dimensions and acreages. NOTE: \ a. ~'~d,.. Q1~~LS vas ~ X ~ ~ ~
Riparian Buffer shall be measured \ ~ ~ ~ h,Y°~~; d'e ~o ~ ~ k ~ PP ~ v ~ ~ , Zoned R-30 Ri ~ ~ ~ ~ ~ onion A roval:
bank exists m T from top of bank, If no ~ ~~~~e FEMA FLOOD HAZARD STATEMEN - / v ~er_- , r Aar; ~ , Sediment & Er pp ~ e'~ ~ Present Use: A ri cal t are e~j ~ : ~ ~ ~ 5 ~ ~trf ~ ~ \
. e shall be from ceneterC~ - A ~~hc ~ A o Ion of Lots shorru on this plat measurem nt ~ A Q rt A• ~~"r lyl~ Impe,vl~ ea , e. -apt+° ~'~i'' ~ ~ Frances S. Fish fer ~ ~ NOTE: i5 / \
e located within the FEMA 100 year of flow, ~ k ` \ e,0ib eq. ar \ e 'AE" Flood Hazard Area as shown Z75~-- ~ ~ x. RS ~ Zon , ~ 0 ~ Book of Maps 2002, Page 2123 ~ ~ This is a "Preliminar Plan until letters of
a No. 37183 C 01305E ~ ~ Perman ~.tlpen SpacQ on FEMA m p _ A ' ~ ~ ~ sn S ac ~ ~ ~ ~ bove a envies P ~ ~ Y approval are received from the a g ~ ~ ,
992 ~ \ ' Effectl've date: March 3, 1 2,8 ,CI'ES Cos ~ ~ ~ ti~ ~ ~ and the dates of recei t noted hereon. ~ ~ - I P
_ A N ,v V *~Note _ ~ ~ _ A N \ i Pond
Finished floor elevation shall be 4 feet above ~ ~ \ \ ~ ~ . ~ ~ r , - ~ v , on d ~ 'y ~ - ~ / ~ r K',
the top of the bank of Cattail Bran ~ o \ \ q Flood \ ~ ~ ~ ~laod ~ ~ ~ . ~ ` ~ ~r
\ o ~r A Hazard azard ~ ~ ~ ~ ~ , v , , ~ / ` ~
Zoned, R-30 y~ ~ v ,y , soils TES. .NOTE: \ \ ~ ~ ; . \ ~ ~ GENERAL NO ~ u Lure\~ . Soils ~ u ~ ~ ~ ~ \ ~ x~%
There shall be NO filling or the erection of ~ Prase t IISe: r1C k ' FALL EXISTING armanent structures in the areas of wake County \ LC o~ x"~ ~ ~ i~ ~ k ~ \Y~
1. CONTRACTOR SHALL VERITY THE LOCATION 0 P d & Adam L ~ o \ ~ ~ ~ Glond Hazard Soils or Federal Emergency Management 8 P e 44 e \ ~ -1 \ 1 I '
OR ANY DAMAGE ~eed Boo 779 , g y~ \ v~ ~ ; ~ ~ TILITIES AND SHALL BE RESPONSIBLE r A too ear food zones until a flood U , Agency (FEM) y y y y ~ ~ ~ i ~ - ~ k, - ~ x
L U?ILITY LOCATION v b wake Count and or FEMA. \ \ RESULTING FROM HIS ACTIVITIES, CAL study ;a apprn ed y y / ~ 01' Mill l Mill .Branch ~ , / r._. \ ~ ~ /
Section 1-t-2ti A ti 'C~ OR TO EXCAVATION. r (x(17 \ ~ t SERVICE 48 HOURS PRI s s\ ~"l~e Proper y Pro erty ~ L n.e / r P
STRUCTION AND MATERIALS SHAL! BE IN ACCORDANCE Before squiring a building permit Por lots marked \ \ - 2. ALL CON \ - ~
with an ',(Asterisk) the builder may need to obfain ~ \ Zoned, WITH THE WAKE COUNTY STANDARDS AND SPECIFICATIONS. P rmit from wake County \ \ \ T a Flood Hazard Area use e \ \ ~ yant USe, Zoned: RHO-- ~ . / ~ i ~ ~ 8 ;~Pnt Use': Agriculture ~ i ~ \
' ATION AS PER FtAhE COUNTY. Environmental .Services. The builder's engineer, \ \ 3. ?OPOGRAPlIICAL INFORM \ \ J 8c 11-A~
or es a ro riate must \ \ ~ R1'ED PRIOR ?'0 GRADING PERMIT architect and/or survey ( pp p ) ~ 4. NO CONSTRUCTION SHALL BE STA \ Book 7i certify that all flood requirements are met. \ \ \ Book 7798, Pa e 4 / ~ tl~ g ~ ~ - - i` R
B?'AINED FROM WAKE COUNTY EROSION CONTROL, section 1-t-26(AJ(tiJ1 ~ S ~ ~ BEING 0 ! \ R \
\ \ 4~ \ / ,a ~ , s 6, ~ ~ / \ \ R Pubh''c~0
\ ~ ~ Permanent Open Space Uses \ \ ~ \ ~ ~ v ~ v v
Permanent Open ,space is reserved for conservation and protection \ \ \ ll Ad \ _ Ad ~ \ Map Index for Meadow Stream Hills Phase Two 327
of Natural Hazard Areas end, \ \ ~ a~S R a~S ~ Ro ,e ~
Prevision of active and/or passive outdoor recreation opportunities \ / \ d 6p , .~i ~ R/1~ Reference \
easements re arian buffers, setbacks, and/or \ \ outside of all p (P ~ ~ , ~ ~''bl~c ~ Deed Book 9524, Page 1781 \ ~ 1
mrrra nnAwr>,rr rr Tug PRnPF.RTY ~F ~.,ncorvalinn AYBA.S (e. p,. ballfields, pla_yQrounds, tennis courts, ~ ~ • ~ ~ oed,~_\ \ I _ r,_ 1 STREET A
11110 U11nrrA1ru ir., 1Lli] \ \ te~J I HOOK 01 Maps bUU4, rags r.1,--o \ 2
STANCIL & ASSOCIATES, ~ swimming pools, basketball courts, bikeways, walking trails, an PROFESSIONAL. LAND SURVEYOR, P.A. :cnic areas) either for the general public, or for the subdivisions p ~ Others As Shown DETAIL SHEET
OR COPIFD IN WHOLE OR IN residents or employees and their guests; (Note: this does not ~ AND IS NOT TO BE, REPRODUCED preclude a membership requirement or monetary charge for use of \\r- WATERLINE PLAN • 3
PART WITHOUT PERtIICSSION. recreation facilities such as scrim and or tennis club, as long as
PROJECT AND IS TO BE subdivision residents or employees have an opportunity to join the IT IS NOT TO BE USED ON ANY OTHER
RETURNED UPON REQUEST, club or pay ~ to use the club facilities.
DATA \ LwPB-1397\ CO {ER-PH3, dirg

NOTE.
A 10' g 70' Sight Triangle Stream Crossing' Plan For
shall be reserved at all
street intersecta'ons as Backwater Ease e m nt shown hereon. Phase Two
Elev, = 268.87
ea o w ream 1 s
Panther Branch Townshi Wake
\ ~o, \ ~ ~ ~ a ~ P County, NC pppppp600090p0
~ ~ I ~ a_ - ~ ~ _ ~~1' 7 oo°° ~ CARO ~0°0 » »
~ ~ , ~ ,1 ~ ~ r Fa 0 4`~ lr a ~ ..'~ESS~o.. ree
~ ~ A ~ ~ ,a - ~ ~ ~ ~ o~:[yo ti.,~o b •en} O
~ ~ ° SEAL q~ a z0 ~ Pa vem ell ' ' o • ° t 50 RI ht-of-wa L-2645 0 » > g y
t. n~ ~ ~f~11 P~~' ? \ ~ ~ _ - ~ ~ o ° ~ o Scale; 1 50 ° a~ o ° Date: 10-23-03 ° ~qAA o
® o°
den ~ Headwalls `.1; ~ ~ 'ti _ ~ • ~ oo° 0 50 100 °000 , ae.o° -
a~e~ ~ ~ _ , ~ ~ , _.,i ~ Zoned: R-30 E ~ 5 (See detail this sheet) ~ ~ I p . R-30 0~ ~g e0p M' ~ p~ GRAPHIC SCALE
~~ge ~ A (NCDOT Std. 838.22 ' ~ ~ ~ ~ Present Use: Agricultur ~r ' ~ , ~ ~ Tar Hee! Develo ers In Agriculture O~BO
o 1 ~ ,~r ~ I P 2~~ ~ 15 Temporary Constructeon Easement ~ ~ Deed Book 952 _ 4, Page 1781 ~velopers, Ina ~ ~~h-- PREPARED BY 524, Page 1781
i ~ i ~ » ~ RS Book of Ma s 20 2002, Page 2123
Pro osed Street A ~ P oz, Page 21R ~ ~ ~
C/L Intersection ~ ~ ~ ~ ~ ~ ° PROFESSIONAL LA ND SURVEYOR, P.A.
Sta. 0+00 S ee " " { C L Inter (tr t A) l+oo _ - / section o_ _ a ~ z+oo _ ~ ~ 4+0o Sta. 4+48.10/Street "A" 98 Depot Street, P.O. Box X30, ran ier N. C. 27501
- ~ P N ~ .p l ) -Sta. 6+64.65(Shell Cracker Dr,) a, ~ ~
- =Sta. 18+05.33 Sarahwood Ct. [phone] 919 639-2602 FAX ( ) ( ~
r; I I I I I I
i - 1 ~ i I I I
~ 16' Tem orar Cons ' ~ ~ - p y traction Easement / ~ ~ 2 ~ m - I --1 - I
j ~ _ ~ ~ n o• ~ ~ r _r I I 1
~T ~ ~ ~ - Pv t. a s, ~ _ , ~ ~ a~ / I I ~
~T ~ ~i 1 ~ ~ , . ~ 1 c I ~ - - - - - - - - - - ~ 1
J ~ ~ , _ ~ l: b ~ ~ ~ ~ ~ 1 /9 Plan \ 1
~ i~ ~ ~ 5~ _ i a ~ ~ \ ) ,
r .ro R w 25 a 1 \ ~ ~ ,g ~ /
k ~ 1 ~ ~ J y
~ ,Q o~ a 5 I _ f~4
$0 k ~ ~ ~ ~ i , ~ , ~ 4 ~ x 1, ~ ~ ~ ~ O 93 Piece Groove or
x ~ / ~ 4 Bell End of Pipe
~ ' ~ ti ~ = ~-y~~ ~ ? ~ , To Face of lfal! I B'-2.,
, n r 0 ~ i:_v
~ ~ i , ~ ~~l ~ 4'-3" 7'-8" 4'-3" glope~~ cv 4;1 ~
1~ Install 45 iY x 56 L x 36 D ~ ; ~ ~~1 II II
~ ~ ~,y, ~ t _-1 _ Class 2 Rip-Rap til ~ ~ ~ Dissipator (d = 23"
~ ~ j,~
~ 4 ~ ~ i ~ ~ ~ " i
I~ - ~ -
r 1 r r j _ ~ ~ - L= Distance So That - ~o a ,A„ & „B»Are Level.
I I 1 ~ L ^B"
Culvert P-5 Data I ~A
NOTE: Total Drains eArea = 330.7 Ac. ~/ta otaee
Qze = (0.3) 4,17)(330, 7) = 413.7( cfs ALL EMBANKMENT FILL GREATER Q~oo =(0.4)(5.08)(330,7) = 871.98 cfs THAN 7 FEET AS MEASURED FROM Elevation End Elev do a n
Tc = 32.5 Minutes THE ROADI~AY CENTERLINE TO 1'HE _ ock check Dam Detail
Flow Depth - 2.77 ft. INVERT, FOR ALL STORM 98 LF 4 54 RCP ®2,007 DRAINAGE y
PIPE CROSSINGS, SHALL INSTALL '!`Subject to curre Velocity = 18.22 fps thject to current standards Headwall Detail Install Rock Check Dams where
Hly D = 1,84 HW = 7.37 GUARDRAIL TO NCDOT SPF,CIFICATIONS as outlined in h Max. Headwater Elev. = 287.87 OR BE AT A 4:1 SLOPE OR FLATTER. Division of Highs ditch slopes are 3X or greater outlined in North Carolina
Standard Drawing vision of Highways Roadway Not To Scale andard Draping No. 838.01 (See NCDOT Std. ,~838.22f
- - -
~ - - _ - O qi - ~ - eg ~--0 h _ - I _ - - - - - - _ _ - - . _
- - - ~ 0 ~ - - O - - - - - - - - ~ - - - - - - - - _ _
_ - ~ t - - - Q ~ -9 0 R ' ~ - _ - - - - - - - _ - - - - ~ _ - - - - - - - _ _ - - - - - - -
- - _ I- l _ - - - - - - - - _ - -ro - - r--- - - - - - - - -
- , - ~ - - - - - - - y - - - ~
_ - r _ - _ ~ - ~ 4~- ~ - _ - - - - - - _ - C~ _ _ _ fi..- - _ - F iLE LEE - - _ _
- - - - _ ~ ~ - - - - i _ _ -GL CS C3 _ R, - - - _ _ - - - - - - - - - - - I - Propas - ~ $ ade
- - - D _ 3.00 _ K_: = ~-30.0 - - - - _ _ _ ~ ~ ~ } _ - - - _ - _ E$istl = de--
_ _ - - - , _ 290 t 90 _ - - - - - - _ - - ~ ~ - - - I - - _ _ _ _ _ - - C _
- - - - xiatf _ - _ - - - - - - - - _ E~1sEln 59' ft--
- - - - _ - - - - - 290
- - - - ~ ~ - - - - _ - _ _ - - ~ - _ ~F _ RF _ - - - A - - - - _ -
_ - - - - - _ _ +a I _ - ~ - - _ - - - - - _ _ _ ~ - - 11 W - - Il - - - _ Ariz ntai 1 = 0'
- - - _ _ - -
- - - ~ ~ - C~ - - - ~ - O 0 I---~ - - - - - - - - - -
- - _ - - _ - _ - - - - ~ -
- - D - _ ~ 44 - _ - - - - - K 8.80 - _ . _ - _ = Q ~ - - _ ~ - - - - - ~ _ _ - - - - - - - - - - -
- - - - - - - - - _ - - - - - --1 - - -
Il _ _ _ ~ ~ - - - _ _ _ _ _ - - _ - _ 280 _ - _ ~ - ~ _ - - - - - - - - _ - - - - - - -
- - -
_ - -a ~ - _ ~ t--- - - ~ - - _ - - } - j - - ~ _ _ - - - - - - - - - - 280
- - - - - ~ ~ ~ - - - g~ ~ - - - - _ - - - - - _ - - _ - _ _
.o-- a~ _ _ - - ~ _ _ - - - ~ _ ~ so ~ - - - - - - - - 1- _ - - - -
~ _ - t ~ - - - - - _ ,q o~ - --r---_ -
- - - - - - - - ~ _ . ~i ~ - - - _ - _ _ _ - -
~ - - - - _ - - G _ _ -
_ _ - - 1 _ _ - - - - ~ l - ; ~ - - - ~ - - - ~ { _ - _ ~ - - - -
- - - - - _ _ - - - - - 1---- -a - - - - - ~ - - - { I { _ - - - - - - -
- - - - i - - - _ - 1y _ -
2/ 0 - - _ - - _ _ - - _ _ ..7 - - - - - I--- - - -
_ - _ _ - - 270
_ - - - - i _ ---7 . C _ -
- - - --flax. Head 'ter =.267;87 ~ _ _ - - .0 -
- -
- - - - - - - - ~ ~ Q - _ _ - - - _ - - - - - - -
- - _ .y - _ _ - - - _ -
- - - - - - - _ . - - _ - .!r - - - - - - - ~ ~ ~ - - - q ~ if - - _ -
_ - - _ - _ - _ - _ - - - - - -
- - a _ - _ - - _ 1 - - - ' ~ - _ - -
_ - - - - - - - _
- _ _ - _ - _ - - - - - -5 - - _ Sta.-2 85 - _
- - - - - - - - _ - - _ - - 260
- - I' v In =._.280.50 _ - - - _ - ~ - _ -
Inv- Ou - 2 ~ 8.58 _ _ _ - - - - - - - - -Q8 LF _ 4® 4° R-_ 00~ - - - - _ - - -
- _ - _ _ - _ _ - - r - ax.. ,ad wa - - der 2878 - _ - - _ _ - - - - _ - -
- - - _ - - - - - a- - - - - - -
_ _ - _ F _ _ - - - - - - -t - -
- - -
0+00 1+00 2+00 3+00 4+00 5+00
`DATA\ L WPB-1397\ CPLAN3-4. dirg 327
Sheet 1

STONE SILT CHECK DAM LT ENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SI F
CONSTRUCTION SL'Q UENCE EEDBED PREPARATION S
STEP 1 STEP z 1. NCDOT ,~5 or #57 washed stone shall be used. C~
1. Chisel coin acted areas end spread topsoil 3 inches deep over 1. Obtain a Land disturbing permit..Schedu[e a preconstruction ) P conference with the Environmental Engineer, Maria Cox. adverse soli conditions, ff avai[ab1e. 1' Mi P~avement DRIVE STEEL POSTS 18" INTO GROUND AND EXCAVATE ATTACH W7RE FENCE TO POSTS AND EXPEND TIfE Pad to be 50 L x 20 IV x 6 D at a minimum.
wement A B"x 6" TRENCH UPHILL ALONG THE, LINE OF POSTS. BOTTOM OF TfiE FENCE B IN1'0 TIfE EXCAG'ATED 2, Turning radius sufficient to accommodate large trucks WOOD POSTS 4" IN DIAMETER MAY BE USED, T'RENCII. is to be provided.
e area to 6 inches de th. 2. Install gravel construction pad, temporary diversions, silt fence, \ \ \ \ % ' 2.) Rip the entir P \ / / / / custom basins or other measures as shown on the approved plan. / / / / ~ 3. Entrance(s) should be located to provide for maximum
t install these devices, Seed tam orar \ \\j` e al loose rock roots, and other obstructions leaving Clear only as necessary o P y 3.) Remov 1 , diversions, berms and basins immediately after construction, i utility by all construction vehicles.
surface reasonably smooth and uniform. \ \ Roadside Ditch oadside Ditch MAX 10' 4. dfust be maintained in a condition which will prevent
niforml 3. Call 856-7558 for an onsite inspection 6y Environmental Engineer 4. A ! agricultural lime, lertilizer, and superphosphate u y \ \ BETA'EEN trackin or direct flow of mud onto streets. Periodic POSTS g
) ppy to obtain a Certificate of Compliance, / / and mix with soil (see below / - top dressing with stone will be necessary, keep some
Class 1 Rip-Rap with No. 5 ~ ~ AA VA VA VA- VAS` easona6l uniform 4, Begin clearing and grubbing. Maintain devices as needed. Rough U str ~//~//i//\~\ Note: 5.) Continue tillage until swell-pulverized, firm, r y Washed Stone on the p e handy. foes not Allow a 2' Welr -
es dee , grade site. a e See Side View Where Ditch does not A11ow seedbed is prepared 4 to B inch p F c ( ) Section, a Parabolic Swale ; - 5. An material which still makes it onto the road must rabolic Swale shall be y
eedbed and cover seed lightly with 5. Install storm sewer, if shown, and protect inlets with block and Constructed with Class I Rid 6.) Seed on a freshly prepared s vith Class fRip-Rap be cleaned up immediately. a"
seedin a vipment or cultipack after seeding. gravel inlet controls, sediment traps or other approved measures SECTION ACROSS DITCH g 9 as shown on the plan. Begin construction, building, etc, STEP 3 STEP 4
ILTER FABRIC TO THE WIRE FF,NCE BACKFILL THE TRENCH AND COMPACT TIfE SOIL FIRMLY d~aY ATTACIf fiHE F
7.) Mulch immediately after seeding and anchor mulch. B. Stabilize site as areas are brought up to finish grade with vegetation, AND EXTEND THE BOTTOM OF THE FABRIC 6" TO ANCKOR TIfE BOTTOM OF TFIF, SILT FENCE SO 1KAT Roe
8. Ins act all seeded areas and make necessary repairs or reseedings paving, ditch linings, etc, Seed, mulch and tack denuded areas within ) P s 'ble, If stand should 6e over 60% T THE TRENCH. RUNOFF IS FORCED TO GO THROUGH THE FENCE ip~ IN 0 AND CANNOT GD UNDER IT. dJol A
within the planting season, if po.si fifteen (15) days of completion of any phase of construction, p establish followin on final lime, fertilizer and seeding rates. SECTION THRU DITCH tx' FILTER damaged, re g g ER
7, flhen construction is complete and all areas are stabilized completely, so,
9. Consult Conservation Inspector on maintenance treatment and call 856-7558 for inspection 6y the Environmental Engineer, ) fertilization after permanent cover is established. 1' 2' ~r~
8. If site is approved, remove temporary diversions, silt fence, custom - l~j j, ~J
* A I : A ricultural Limestone - 2 tons/acre (3 tons/acre in clay soils) basins, etc., and seed out or stabilize any resulting bare areas. All Carr Ri -Rap v i Min. ppy g remainin ermanent erosion control devices, surh as velocity y P _ . Fertilizer - 1,000 lbs./acre - 10-10-10 g P Side of S illwa - - fj and 6" Minimum
- e - 20% anal sis dissi ators, should now 6e installed. P y 1' Min. Freeboard Superphosphate 600 Ibs,/act y P s with De th Thickness
Mulch - 2 tons/acre -small grain straw 6'aries with Depth Anchor - As halt Emulsion ®300 gals./acre 9. When vegetation bas become established, call for a final site inspection Flow P ~ of Ditch P ~ ~1 'tch ~
6y the Environmental Engineer, Maria Cox. Obtain a Certificate of 2
Completion, Class 1 Rip-Ra SECTION .
SEEDING SCHEDULE 1' Varies A'ith Depth NOTE. Bottom of filter fabric must 6e placed in trench and secured by either backtilling NCDOT #5 OR X57
N ONTROL NOTES: i ~ of Ditch EROSIO C Shoulders, Side Ditches, Slopes (MAX 3:1) Notes: STEEL POSTS with soi( material end tampix~,g or by lacin washed stone to a height ot" Washed Stone
1. AI! Land disturbing activities shall 6e conducted in accordance 1. The ditch Shall be cleared oUt HEIGHT 8" above round Level.
with Wake County Standards. r~-henever the sediment reaches MAX. WIRE FENCE HOG WIRE g 3 FILTER FABRIC
Date ~ Plantin Rate 1 2 the total de th of the ditch. - 2. All tam orar erosion control measures shall he maintained ~ P MIN.
- ov 1 Tall Fescue 300 Ibs./acre P y Aug. 15 N in proper working condition during the period of construction. Nov 1-Marl Tall Fescue 300 Ibs./acre ,2. Class Brip-rap may be used to 2 ~ B017'OM OF WIRE FENCE AND Notes: FILTER FABRIC BURIED B" Applicable at alt points of ingress & egress until site is stabilized. Fre~luent
& Abruzzi Rye 25 lbs./arse construct stone silt check dam. ii CN EXCAVATED TRENCH. checks of the device and timely maintenance must be provided,
Mar 1-Apr 15 Zall Fescue 300 Ibs,/acre STEEL POSTS DRIV~'N 16 INTO GROUND. 11 II
Apr 15-June 30 Hulled Common Bermudagrass 25 16s,/acre
Jul 1-Aug I6 Tal! Fescue and 120 lbs./acre
Browntop Millet 35 lbs./acre rop of aem ,•_,•,,r"sn.re,an. or Sorghum-Sudan Hybrids 30 Ibs./acre rop or 6leratlon of storm water o•-o'xtn.
_ Cep Top of Plpe B" PVC or B' PPC Riser sth slate
SIO P.S 3:1 t0 2:1) 1' Flood Storage Zone S' ,n,y a VELOCITY DISSIPATION
~ 9' Sediment Storage Zone 9' xmeed le' +i~
Mar 1-June 1 Sericea Lespedeza (scarified) 50 tbs./acre ~ PVC (xo sr°t.l APRON DETAIL
BG I.B' Ysr. Sed/ment Depth '~r'`~'
(Mar t -Apr 15) Add Tall Fesr, ue 300 Ibs,/acre r~rp 6r1°nde 7b roe of E~ot dfops _ gee Nofe f ~ - NOTES:
(Mar 1-June 30) or Add Weeping Lovegrass 10 Ibs./acre /e ~.t,rd stone Pater r. rop of slot, (Mar 1-June 30) or Add Hulled Common Bermudagrass 25 Ibs./acre ° Q A 1. Apron lining may be rip-rap,
June 1-Sep I Tall Fescue and 300 lbs./acre Sectlan Thru Basin and Filter grouted rip-rap, or concrete. 9d o
Browntop Millet 35 Ibs./acre 1- ~ 2. L is the len th of ~ a g
's~* or Sorghum-Sudan Hybrids 30 Ibs,/acre nporwm ° the rjp-rap apron.
Sep 1-Mar ( Sericea Lespedeza (unhulled-unscarified) 70 Ibs./acre - semmen. Pit t'a•
and Tall Fescue 300 Ibs./acre - rup Prufecuos D1fc6 and 9nq r~rp 25 Ibs, acre ~ aA~e rYln, ]'8'J 3. d= (see fes data section above) PLAN
(Nov 1-Mar 1) Add Abruzzi Rye / t~~ - \ 4. Dimensions are as specified
Services for additional information ~ Consult Conservation Engineer or Soil Conservation „ ~ La- on the plans. ~
concerning other alternatives for vegetation of denuded areas. The above vegetation ~ ~ 5. A filter blanket or filter fabric
rates are those which do well under focal conditions; other seeding rates combinations unlit turf, double or tri le rates. s.,n° t'r°'1 ~ , ' \ are possible. For a lawn q y P Notes: ~ ~ a _ 50' iii=_iuei d 0 iii=iii=iii= should be installed between =pi=~~i =iii=iu=ii the r1 ra and soil foundation,
1. Draw down riser ?haQ he B' SCR f0 rVC sin dean-nut Right-of-6'ay iii=iii=_i 0 P- P 00 4 ~T_~a_ii7_
*"'Temporary -Reseed according to optimum season for desired permanent vegetation oep .na slots. Slots shall De placed 1/B' son, 1' on Do not allow temporary cover to grow over 12" in Height before mowing, otherwise center radial around pipe. Verucei aa~ cola 24' lang. ~ / a B' ~ Z'-4' Base B' 20' ~ B' B' Bottom as ~S"ECTION A-A
fescue mqy be shaded Out. 2. The Tarp nand to protect the ~etr shell 6a the sdth epecllfed. The lettpth of the tarp ehsll 6r ercordint s'PVC,r/slots- / , ~ Shoulder - - ; Noted on lens FILTER RLANKF.T boulder Pavement Shoulder Ditch P
d to arsDs6le supp(f. V mWttple brps an to 8r use , ~ / , t east IZ'. 7Le v ttreem ~ \ then tuye eheD Dc lapyed a 1 F (USE ,~57 STONE " loge BEDDING OR GEOTEXTILE
1B" ! s6 e/l o.erh the dorasfreaID top. TLe toy \ ehalf ~ BO mil heal du4? eDrer Grpevline for U.V. 1 " er Ft. 1/4 Per Ft. 1 "Per Ft. •1 S ~YDERLLYER) per Ft. : ; , , 2~ PIPE OUTLET TO A FLAT ARIA
nelstanN. G7.n "B' lap-lkp pleslp°ter 1 P . NETS AND MATS s°. oaf.u . sesseule 0 C ~ , 4.! ~ ~ NTTH NO DEFli1 EU CHANNEL
CONSERVATION BENEFITS AND ONLY S~ P i ' ' ' NETS ALONE GENERALLY PROVIDE LITTLE MOISTURE CONJUNCTION A7TH \
ARE USUALLY USED IN SjjV 2'1 ' LIMITED EROSION PROTECTION. THEREFORE, THEY CUSTOM BA Le- o
AN ORGANIC MULCH SUCH AS STRAW. xo scALE ~ A ~ ~ A 0
EXCEPT WHEN WOOD FCBER SLURRY IS USED, NETTING SHOULD ALWAYS BE INSTALLED OFER D ~ o W
T'HE MULCH. WOOD FIBER MAY BE SPRAYED ON TOP OF AN INSTALLED NET. a e < b ' ' . a f Q 0~ d d OQ D 00 °
MATS, INCLUDING "EXCELSIOR" (WOOD FIBER) BLANKETS, ARE CONSIDERED PROTECTIOB
MULCHES AND MAY BE USED ALONE, ON ERODIBLE SOILS, AND DURING ALL TIMES OF THE YEAR. PLACE THE MATTING !N FIRM CONTACT WIT71 THE SOIL AND STAPLE SECURELY. PLAN
RESIDEI RESIDENTIAL COLLECTOR ROAD ~z" SF-9.5 A Superpave Asphalt Mix sE'cTlorv' A-A e" STBC, Type A or C FILTER BLANKET
INSTALLATION OF NETTING AND MATTING _ ~ NOT TO SCALE 1-i/2" SF-9.5 A Superpave Asphalt Mix (fISE #57 STONE
A: Bur the to end of the 'ute strips in ~ ~ PRODUCTS DESIGNED 1'0 CONTROL EROSION SHOULD BE INSTALLED !N ACCORDANCE WITH a trench 4 aches or more in depth. ii' r 8" ABC, Type B BEDDING OR GEOTEXTILE UNDERLINER)
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET-77PE PRODUCT USED AS A PROTECTIb~
MULCH SHOULD PROVIDE COVER OF AT LF,AST 30% OF THE SURFACE ~7fERE IT IS APPLIE ~ _ • suDtECT To sTANDARDS ouTL1NeD oN INSTALLATION IS ILLUSTRATED TO RIGHT. _ ~ rm PAr,E zs of THE Nc suRDltiTS1oN RoADs ~ PIPE O U1'LE1' TO A WELL DEFINED CHANNEL ~Ans
MINIMUM CONSTRUCTION STANDARDS
I, APPLY LIME, FERTILIZER AND SEED BEFORE LAYING T7fE NET OR MAT, IF OPEN-A~.A16 n B: Tamp the trench full of soil, Secu AND ENCIN66RRD FI6'LD SOILS T$STS. NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND FERTILLZER w,th row of staples, 10 inch ;
AND SEED SPRAYS spacing, 4 inches down from D ON AFTERWARD, the trench. _ WW W
ROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DO A71' ~ ~ ` ~ W W 2. START LAYING THE NET F
OOSELY ON THE SOIL BUT A7THOUT IfRINKLES - DO G ~ W THE GRADE. ALLOW NETTING TO LAY L -
NOT STRETCH. C. Overly --Awry upper end of lower strip ~ ~ P, CAL 35' Pavememt Radius B' 5 4' ~ ~
- PSLOPE END IN A SLOT OR TRENCH NO LESS THAN 8 INCHES as m A and 'B'. Overlap end 3. TO SECUFcC' THE NET, BURY TXE U of top strip 4 inches 2' 4' Base
DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN IN DETAIL, STAPLE THE NET EVERY 12 end staple. ~~~W E, overflow TOP END EVERY 3 FT. AROUND THE EDGES AAD BOTTOM. WHERE 2 STRIPS INCHES ACROSS THE _ ~ Bo tom as 12" CLA5S B No ed on plans RIP-RAP
OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE STAPLED DOA7Y THE CENTER,
EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES, o _ _ _ -lJ ~ ~ ~ - _ _ Slo a as Re ' $loee FILTER FABRIC
E NET. OVERL4P THE - ~ - = , 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE N W j . _ , , . , , _ ; . , ~ ~ ~ , ; D STAPLE EVERY 12 INCHES --Fo d of 'ute buried ~ + ~ s,•1 2
END OF THE PREVIOUS ROLL 18 INCHES, AS SHOA7Y IN DETAIL, AN D. Erosion atop 1 1 _ . - _ o OW THE ANCHOR SLOT. in slit trench and tamped, \;y~z~::=-:-_-; - JUST BEL double row of staples. _ - " , '~~~~~,~a, RIPRAP DITCH LINING DETAIL
2" SF~9.6 A Superpave Asphalt Mix* NTS
MAINTENANCE - " 1-1/2 SF-9.5 A Superpave Asphalt Mix
ECK FOR RILL EROSION, _ " ' ; - - SPERIODICALLY, AND AFTER RAINSTORMS TO CH __~r~--= ~~yr„~~;;~::_;,,::- INSPECT ALL MULCHE Place staples 8" STBC, Type A or C 8" ABC, Type B
DISLDCATION, OR FAILURE, WHERE EROSION IS OBSERyED, APPLY ADDfTfONAL MULCH. (F ~~~~L~~~=-----'--= MULCH. CONTINUE - f 1/2 to 0 feet apart WASHOUT OCCURS, REPACK THE SLOPE GRADE, RF,SF.ED, AND REINSTALL ss required to keep the jute 2'-0" Min 2'--0" Min
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED, 7 ~ ;;;;;t~Z;:~ tirmly pressed into the soil. -==-r=--r- Sabject to standards outlined on page 23 of the a e z3 of the N. c. Top 1Vid t11 Pg
~;1;',~__ Subdivisions Roads Minimum Construction StandaJ ~ructioa Standards Direction of Flow
;;~;~,`~;;22;:~:'~" - and en meered field soils tests. +0.28 - - g 18 ° Min .1 germ
Face - - T 3~ ~ j
C r6 ,18 7 w W ~~22~22~;;~;;, , TIPICAL STAPLE ,jj 1. of u I +0 ~ _ _ - Gauge wire - - - ON 3. T C CO .f C A
8 +0.028 W W W o +0.13 -0.15 I W W o - - Exlst, or -0,04 _ W ~ o ~ ' -
Proposed X0,25 _ - PERMANENT DIVERSION SWALE DETAIL
I _ - NO SCALE
3'-0" 3'-0" b'-0" 3'-0" - _ _ - mrl
- I Ili-~ ItN' ~ ~ ,iiF-ii i - i~ ~ ooaooooaaanoooo
action -m A. Curb & Gutter S oo° ~ CA$0 °ooo
5'-0" F. Press ends of jute 4 inches into the soil Var. B'-0" 9'-0" around structures sad staple securely. o° 4`~ l1 00
Pavement Shoulder o° o Essl'°°~ ~ o, o ~ ; °oF o,~. y a
Aridth Width +0.25 ~ B' 4 Liner should 6e installed using two 4 ft. ° : ~'c SEAL a
+0,18 widths with s 1 ft. overlap. This would o L-2845 0 G ~e ~ ~ ~ O O O n Cb1
+0.08 give t3 ft. total liner width which would 0.02 -0,02 be centered in the ditchl/ne. 9 ~r
-0,08 OOa~UU ~ ~ o.a. ~ X100 0 0 e 0 o°01f~ T~gaooo
1'i I `0 f 8 ~ 4' 00o M• o
oooooaou
'0,2.~s ~1 ~ ~
3`°• DETAIL FOR STABILIZING CHANNELS c 01- - I I -
B. Shoulder Section ` WITH JUTE THATCHING Revised: 08-18-03
Driveway Turnout Grades No scacE 327
\ DATA\ LW7fS-1397\ DETAIL-2.d wg Sheet 2

1 ~ fIP~ ~ '
Zoned: R-30
Present Use: Residen tla] ~ fIP ~ ND Ji TE. mm ~ NOTE: NOTE:
\ y T. Riley Flood G a a to ~ 70 p Deed Book 8954, Pap ~ / ~ ` ~ g. 1104 ~ ~ ~ Ha ~ • shall be rt A ]0' a 70' Si ht Trian le All Drai Waterline Plan For g g nage and Utility shall be reserved at all easements shown hereon
zard Soils street rote 5 p Book of Maps 2001, Pa e 825 ~ Willow o g ~ ~ ~ . street intersections as shall be permanent and P11aSe One and Two
ti ~ ~X ~ shown hers Sprin s ~ EI \ shown hereon. Public Dedicated.
N~ 42 ~ : ~ \1
t` \ N ~ . / ~ . ~ ~ ea o w ream 1 S ~y
\ x,65 z ~ Site ~ ~ \ ~ ~ : ~ s \ D~p9B0B000p~O Panther B1"a
~ ~ . oa oo n ch To wns11l Zoned: - o CA o P Wake Count NC R 0 ~ oo RO oo ff , y~ \ r° o l -
n ~ ~ ~ ~ `y A sent Use: 0 4 , , r Seale.l - 100 . ~ ~Agricnlture ~ o o , •ESS . o Date. 04- - b F to , ~ , 30 03
cn h ~6y rp ~ ~ xo ~ L ' ~ \ \ ~ ~ ~ ~ \ Tar ~e7 ~ 1 ~ ~ ~ Tar b ~ ° ~ _ ~e1 Developers, Inc. y. o P.,~.N. 0696.03- ° ° 24 4276 .a ° Zoned: R-30
. ~ ~ ~ ~ Deed Boo, ~ ~ Deed Book 9524, Page 1781 ° SEAL ° ° L-2645 °
- ~ 8 ~ ~ ~ ~ ; • ~ Baok of Ma ti4 2 ~ N ~ ~ ~ ~ 1' A Book of dfa s 2002, Pa a 2123 ° P g ~ , o C 100 200
~ a~ ~ ~ ~ ~ :X~ ~ N 0 ~ N ~ oo ~ SU ~ oo GRAPHIC SCALE
6~ ~ ~ ~ Zon~cH; R-30 erg ~ v ~ 00o a e'ti ao o . ~a o0
~9 ~ ~ ~ ~ ~ ~ ti ~ o Present Use: iden ~ ~ z7so o ~ tlal ~ ~ . ~ ~ - , ~ k' ~ O~~h M. ep0 d~aooaaao0a PREPARED BY
o G Fred H. Adam , Jr. ~ ~ ` \ tioo o ~ ~ s ; ~ ; \ ~ ~ i'
Deed Aook 8952, Page 402 p8 ~ ~o t+g ~ ~ c ~ ~ y
o'p ~ ook of Ma s 2001 Pa e 25 ~ ~ ~ ' ~ ` ~ ~ ~s ~ ~ / PROFESSIONAL LAND SURVEYOR P,A. r
h \ ~ , ~ , y ~ a , ; , a, a ~ cr 98 Depot Street, P.0. box 730, A.n ier N.C.
m ~ ~ ,x g 27501 ~
~ ~ [phone] 919 639-2602 ( J FAX ~ ( ~ ~ .o \ ~
y PP O L ~ v ~ ` -r 4'+ y " ~ ~ , . ~ ~ o
VICINITY MAP ~ ~ o ~ . , ' . 0 0 ~ L%' ~ ~ `h k~ ~ ~ ~ OfYn er De vel o er
No Scale ~ o ~ I . ~ y~ ~ ~ a ~ ? P o b ~ ro I
b g E!P ~r,' ~~j ~ r ' ~ tier ~ o / / ~ ~ k .r \ ~ ar ee . \ ~ N , eve o ers ~ ro
~ 9° ~ ~ 1 / / ` ~ ~ ~ ,1, ~ ~ ~ 466 Staneil Road, An ier, NC 27501 -
~ w eZe / ~i ~yta / 4 ~ g (919 639 2073 I ~ /b ~t 4 i 1~
o a 3 , ~ ~ , . o~`g ~ ~ ~ ~ o ~
~ e~ ~ , 1 o ~ ,y i .063 Ac. e~ / e~~ > , . ~y-s;W-.---..,..~ ~ C ~~l 1. ti ~ ~ ~ I
~ / 5 ~ £as PP Im rvioue Area /t / ~ ~ ~ ~ ~ i ~
/ ,D00 aq, f!. / 6 /Jv ~ J \ 1S / , ~ / / O ~ / ~ ~ : ~ ~ .y i
/`,Q , / / impervious Area ~ /~Q~ / ~ +,800 sq, ft. ~ A, , ~ ~ , ,
EI ~ r, / ~p / ~ . ~,P / / fPK / ~ ~ 3 Q / 3 a , ~ _ , o / _C leg-z e ~ . ~ WATER SYST ~ EM ONLY DESIGN bY.'
~ 0.842 c, ~ 0.567~c~"~ , k ,k. ~ , ~ ' .'r ~ DEVELOPM r , I ENT CONSULTING SERVICES, INC.
~ + p o5 ~ ? eS ,w, M1 Imperv/o a Area ~ 04 ~ eS ~ 310 SU y ~ ~ ~ ; ~ ; MMERS WALK CIRCLE
\ ~H +,soo eq. n. ~ ~ 44 \1 ~ ~ ~ ~ k- 'k .I GARNER y , , , - ~ ,NORTH CAROLINA 27529
a S! n f seme - I1 @ ~ 7 \ 9 \ set, ~ w ~ 1 j o ~ \ v [phone]
~ ~ \ v
P CB-4 CB-3 ~ 0 1, k ~ ~ r~ i
~ ~ ~ n . OFF _ I d .535 Ac. 35 Ac. A
a - _ 7-- 1' 1 C/L Intersection ~ ssE~ ~ 27 I ~ ~ ~ ~ ~ I
A I ~ ~ 4 lmpetrtoue drn N (mperrlow a 'L ~ \ I ~
~Q TBM Elev. = 298.5 \ Sign Ease nt 0 ~ I +,coo aq. ra +'D00 aq, \ .'~;f sea oetou 28 552 c, ~ R \ I v ~ ~ ~ ~ \
\ ~ 29 / m°j 26 " \ ~
0.692 A,~ --1 ~ 0.628 A ~ ~ 0'14-~4 y`~' ,o - ~v' I \ ~ i ~ ; ~ ~ ~ 1
\ w ~ o ° ~ ~ ~ 6 v ~ ~
Impervious Aree Impervleua Are 'ti + ~ ervia +,800 aq, ft +.800 eq. lk~ I R0' + ~ " .544 ~ \ ~ \ b !mp us Aree d " Impervl s Area 44A o~ ~ s ~ ~ ~ \ I Impervl :Are. E / ,
~ +,eoo eq. n ~ l4 t,eoo . rt. 1,800 . ~ ~ ' ~ \ ! / ~~aB, ~ v- . ~ \ 5
~ ~ ~ ~ 'y / ~ ~ '°e o Ot~i' r~ , ~ ~ v
\ ~ 1 ~ , 0.519 Ac. ~ 2p / 2p ~ ~ y \ ~ / ~ ~ Y ~,k~ ~ A I \
~ / ° 4,800 ~ R. e \ hnpervlova Atxa ~ / _ / ~ 4 \ 1,800 eq. rt. impervious Area ~ ' \ ~ ~ \ 7 v \ ~ \
~ ~ \ /,800 aq. tL ~ ~ \ O.5OA \ ~ \
\ impervious Area \ ~ - Q 1,800 aq, ft ,0\ \ - 24 ~ d Imps G d Impervleua ea ~ ' ~ \
GC~:~-3~ \ /mpardoua Area ~ ~,r\ , \ ~ \ 1,800 eq. lt. ~ a \ \ '.',516 ~ d 1,800 aq. ~ lmprrnn . A,ee .'G ~ Z ed: ~ d 1.800 . n - „ ~ R-
Presetrf~ Use; A ' u ~ ~ 19 g3x~ 1 tu~ ~ ~ \ \ a, r - - , . ~ Presen e: Agricul~e
.R.'D, Tunstall H ' ~ A ~ ge 6 ~ ~ s 18 0, 547 Ac. 9 Ofi ~ - - \ CD \ \ ~ r• ~ 8 ; ~~''X' ~ Fra ce S r• FISh
Ill Book 1870, Page 0 a / ~ i Q, ~ ~ 0 ~ ~ \ \ ~ lmperdoua Area Pte' ~ \f' 5 Ac. S ~,aoo . n. d Boa ti 8, Pee 740 o-re a 7~' . , t g 0. 31 Ac. • ~ ~P ~
0~ ~ ~ o ~8 \ \ n 23 \ ~ Y
~ / ~ Im erviuua Area \ \ 0.518 Ae. P ~ ~ ~t ,k
~ +,800 aq. ft. \ \ / o ~ 4 ~ \ .o\ 4w ~ \
x 20 ~ \ \ ~ i ~ ~6 Cons cted ~ °re A~ I ~ ~ ~ 1 ~ 0. 65 Act s . e \
_ ~ ~ \ ~ ~ ~ 0.546 AC. m ervloue Area 22 ~ \ Channe \ I'.... erdou Aree ~ ~ 1 'SF' p ~ LS-1 Fo • ~,ooo aq. ~e~ I
+ 0
~~j d~ b ~ 1 s ~ a~ / 1 1 .521 Ac. , c . so •
a \ p o ~ / 1 ab ~ ~ / 1 e a ? s \ 0 ~ ~ Impervteua Aree
~ ~ a y 1 vr; 0 f0 2 1 Imperotova Aree 1 ? G \ 4800 e . ft A Q ~ ~ V ~ q tle ~-{m oua \ \
~ 4~ CD y 1 1,800 aq. !t. t t \ ~ to ~ 1 `t' ° ~ ~ ~ e` ~ • . Ap rox. 1 0 1` r ~ e • ~ ~ 0.558 Ac. '
~ a ~ 0.581 Ac. ~ b ? 6 " 14 ~ Sewer Easement ~ od Lilllllf aalte~
_ ~ \ \
e Imperrloas Mee SI Ease n! 0.560 A \ Imperrloas Mee _ _ - - \ ` \ 1,800 e . fG . 9 fmp ua Area 1 fmpervloua Area
5e Detai - j~'g 00 a . ft. 1800 a . ' ~ o q q lt. 12 ~ r \
1 q \ sjl / Eg Lii \ \ \ , ; „ hay 275 ~ ° ~5 ~ 0.571 Ac. CB stracted ~ o ~ z ~
gED ~ ~ / RppO Impervious Ares\ \m lmperdova Aree ~ 0' ` \ m 1,800 aq. n. hanrl~ ~ p.531 Ac. ~
~ F impervious Irea \ ~ 6 6$O A ~ \ a Q~ +,000 sq. fG \ q4 ~ ~ ~ 0.680 Ac. ~Ro~ • 1 a
C/L Inl'`ersection s 8L sy ~ \ \ Assn ~ 16 \ ~ ~ ~ / °s~o ell Lot ~ ~ ~ LS-2 ~ ~ ~ ~~r e ~ 1 ~ / ~ ~ ~ , ~ ;V '°FC tp~ • .020 Ac.
TBM Elev. , dCB-7 \ \m ~ ~ ~ v ~ / ~ ~m / , ~ ~ k ; ~ T ~ ~c' ~ / • L vk o ~
~ 0.556 Ac. A ~cti 0.557 Ac. \ \ ~ ~ ~ AC. ~ ~r; ~'...L.:~1; ~ . ,k ~ ~ Impenlove Aree ~,t ~ ~ ~ / / ~ r ' ~ ~ ~ 0,000 eq. fA ~ ~
~ \ a r ~ ,a; LS / \F ~pF / ~ ~ ~ / / ~ .k?~~
o / % ~ ~
~ ~ X t?~je ~ \ ~ ~ , ~ bo ~ A. ~ ~ r ~ Zoned: R-30 ~ ~ ~ . ~ av~° ' ~ ~'1' ~ ~ ~ ~ • ~
l ~ ~ . e tip/ ~ , . ~ ~t Inpervl~ area / ~ . ~ QA00 aq. I?\ ~ ~ s ~ ~ Aa `k~ , ~ tar ~ ; Present Use: Agriculture rl~~ ~ y~ ~
x. R ~ ` ~ ~ 5, ~ ~ S s i p - ~ n Perman ~ i o~~ ~ B V:~ ~ 5 ,f Frances S. Fish of y" i ~ k Book of Maps 2002, Pa e 2123 ~ ~
~ t...0 en S ac ~ P...~ P ~ ~ r
~ ~ ~ ~ S ,k
v ~ \ o A ~r ~ ~y Pond X ~
\ ~ o y ~ A ~ f ~ ~ ,Y ~k~~'
r ~OOd c ~1, .Pond v; ~;r
\ Zoned: R-30 y''~,~. Hazard ~ '
Press t Use: rice ture~~ ~ ~ sons v`~ g - v v X i~ ~
J & Adam LLC ~ ~ ~ ~ , , ~eed Boo 7788, P e 44 0 ~ \ k ~ ~ , ~ ~ ~ `k . ~ ~ ~
g \ p~ v . ~ ,v ~ ~ v ~ ~r ~ " ~
~ y~ ~ /
~ ~ of Mill .Branch
~s • s~ ~e Pro r pe ty Line Y / / ~ ~ ~L~'' ~ v ~
\ ~ ~ \ Zoned: R~(L- ~ / / ~ s- l
~ ~ e xe` nt~Ise: Agriculture
\ J t cal-Atl s ~ atfs ; -~L~- e- i \ \
~ ~ \ ~ Book 7798, Page~_---~ ~ ~ \ \ \ \
s.R ~ \ / \ \ / \ ~ \ \ ~
~ ~ ~ ~ \ ~ ~ \ Q-~ ~ ~J.. ~ ~ ~1 i \ \ ~ ~ r
~ \ ~ J ~ ~ ohs ~ ~ ..J \ s so ~ ~ ~
~o' ~ ~ \ ~ art \ 1 ~ R ea ~ ~ (Pub6'c~0
\ S ~ ~ \ ~ ~oQ ~ ~ , ~ ~ ~
~ ~ ~ so' ~ ~ ~ ~ ~ R .~.r--
~ i~ 1 ~ ~ ~ (Pub . A' ~ \ (Pvbfi ~ ~ Reference
. \ ` ~ I~~~~d J I J uccu a,vvK ni/G4, rage 1 /al
J Book of Maps 2002, Page 2123 Others As Shown

1
327
DATA`LRPD-1397` WATER-PH3.dwg,
Sheet 3

~1~'j , ~ ;
fIP~ ~ ~ \ Stream Crossin Plan For 0
1 Zoned; R-3(' ~ NOTE.• ErP \ . NOTE: ~ ~ T 2 NOTE.• ~ 2Q till t i
~ ~ A 10' ~ 7 Present Use: Redden tea] ~ ~ ~ ~ k ~ Flood ~ shall be t A 10 x 70' Sight Triangle All Drainage and U y Please 7W~ all be reserved at all easements shown hereon ~pjER sh (l,' ;
Jemmy T• Rile, ~ ~ rd Soils ~ • e t ; t ~ ~ HaZa sir e n De street intersections as shall be permanent and e ~ ~ ~'!~C~)'}''~ ~ ,
~A ed Book 8954, Page 1104 ~ A ,r~~ ~ shown be. h ~ Book oP Maps 2001, Pa e 825 ~ ~ ~ ~ ~ Public Dedicated. q ~~j~~l shown hereon. ea o w ream 1 s
5 ~ ~ E! O o ~ ~,k ~ ~ Willow ti ~ ~ 'r" ;1
Springs \ ~ , NC ¢z ~ I \ ~ ~ ~ Panther Branch Tojtirnshi Wake Count , NC P y 5 o~~~g9B900BBpn~ ~ ate: 04-30-0~
N ~ ~ ' ~ v ~ o o Scale.l 100 D o CAIl o0
15' ~ y V V A ZI o° Ol n zoned: R- o ~ ° r 0 9G.03-24-4276 Zoned: R-30 °o ss°°~o P°LN° 6
5 1 \ sen t 2gsd 2 S1 to ~ , ~ _ \ \ ~ sent Use: rlculture ~ o ~ °°oF~ Io y o o e ~ , o U !OD 200
~ o ~o ,~~59 Tar ~e ~ ~ ~ ~ N ~ 5 / . ~ ~ , Tar del Developers, Inc. o e Q SEAL ~ o
~ aB ~ ~ ro V \ k~ L " Deed Bo ~ ~ ~ ' ' ~ ~ Book of l Deed Book 9524, Page 1781 o L-2645 o GRAPHIC SCALF, s 2002 Pa e 2123 a °9 ~ ~ ° Book of Map g ~ °•9,~ o
~ ~ ~ 2O ~ ~ - ti- " ~ ~ ~ ~ O ` ~ ` SU ti PREPARED BY
~ - ~ , v ~ oo rlo ' ~~ti o° 00o hn ~1g• o00
2784 2758 ~ L - - ~ ~ ~ ~ \ k \ ~ ' ~ .S N ,k ~ ~ °oo M' o'~° /OOE0~~9~ r---
o A ~ er ,.1 ' ~ k- ~ N a ro a R/W zone R-30 ~e \ ~ a ~ ~ ~ ~
~ ~r ~ ~ ~ w A ~ 6 ~ Road ~ Present Use:~idential ' ~ ~ L~ - \ i' PROFESSIONAL LAND SURVEYOR, P,A. \
ti~ N ~,~9 ~ • ~ Ae ~ y ' • x ~o ~ 7so Fred H. Adams Jr. ~ " ~ ~ ' • ' o. z o s ~ A °o, / 98 Depot Street, P.O. Box 730, Angier, N°C. 27501
~ T Teal Si n Easement a ~ Deed Book assz, Pa ~t4oz ~ ~ `~.'°~e ~ ' \ r ~ nor yP g ~ g \ ~ ~ ~ s 1~ ~ - 919 639-2602 FAX r ~ Revised: 08-IS-03 919 639 2133 ( ~ ( ~ ( ~
~6'p pg No Scale ti ook of Maps 2001, Page 25 \ L y, ~ \ .0 I ~'r, o \ ,YX , \r. \ ae .a cS Revised: 09-02-03
~ Note: \ ~ ~ . - L ~ . k ~ ~ ~ , , A 10 x 70 Sight Triangle takes ~t` ~ ~ r , ~ ~ 7• ` ~ Revised: 09-05-03 ~ _ 0 wn er De vel o er
ti . , ~ over st n ea e en t. L precedence g s m ~ Revised: 10 2 03 .P ~ o -,,v ~ ~ ~ ar ee eve o ers
v A ~ ~ ~ ~ ~ ~ W ~ ,
w~ l Y ~ J' ~
VICINITY MAP ~ b ~ ~ 466 Stancil Road, An ier, NC 27501 [phone] its o ~ ~ ~
No Scale ~ N EIP 1 ,r; r8'~ N~ ~ I ~ . ~ ~ I
ti a Goff / A~ t ~ ~ i `1 ~ I
~ ~ to / ~l ~at~i ~ ~ ~ ~ ire ~ a ~ , ~ . \ ~b o ~ I
et ~o ~er ~ 2 ~ - ~ I Total Disturbed Area In PraJect - 1.0 Acres
-~1 ~ / , o / F/ b 7 ~Ker k / .063 Ac. o e, ~ I ~ y, k' ~ Area includes road ri ht of wa 15 construction
~ ~ ; ~ , I limit, Spoils areas, Constructed drainways,
Im oun Area /1 / ~ PP ,soo as, n. / e/ I and sediment filter basins. ~ ~
~ / / ~ ~ ~ / t i g2 ~ ; ~ NOTE:
VV~ i V / / cc` ~ ~ ,5 ~ 9 ~ k` ~ I It is the grading contractors responsibility
0 1~ . 0 m ~ / ~ / ti ~ ~ ~ / ~ , ~ ~ ~ , I to keep all disturbed soils within the 1.0 Ac.
EI / ~ 3 ~ L ~ k ~ I deli Hated as construction limits.
a ~ r ° 0.842 c. latperdou, w,~ S \.1,800 aq• !L " I ~S` ~ : 1 ~ ~ ~
M :D tmperslo s Ilea ~ e Ivan eq. n ~ ` - k~ " r~ k`, I It is the radin contractors res onsibility ~ , g P `a-'~~ , y~ " ~ ~ to have the appropriate utility companies
o S,gn E~seme ~ 1 \ \ ~ ~ ~y' y' locate any underground utilities before
~ y ~ See D foil ~ ~ \ I ~ proceeding with construction.
~ I
- ~ CB-4 CB-3 ~ ~ ' ~~n' ~ 1 \ 0.535 A . ' I 0.535 A ~ , ~ ~ I I NOTE:
~ ~ \ 1 tmpe ova Area ~ / ~ ~ 1,80 . ft oue Aree ~ \ \ ~ 'p~, n I 15 Temporary nstructlon Easements shown r
a ~ 27 1 w C L In tersectron % ~ ! 1 a tmpeMova dree ~ ~ I ~ hereon were- sed to coin ute the disturbed ' ' ~ \ p o < v Brea for~the ro'eet. All disturbed areas are
\ 1 ~ IHOOa.It e? v = 298 `;~;~`'~Sign Ease nt 0.552 C. l $ q 00 TBM EIe , .5 1 ~ ( sae oetoll 28 1 !qv ~ 1 ~ , \ I ~ P J
\ \ ~ Ia 26 " - t~~within said easement limits. \p ~ ~ ~ I
A s.~ 29 ---1 - 0.692 Ao...- 1 v 03141A
0.628 Ac. 1 1 \ w 30 ervluva Are 1•q ~ .5s ~ V oA ~ . ~ I e/ ~ ~ ~ A I
O, tmperriou, Are, p 1 \ O 1 800 e . IL 1800 aq. lt.l ; + Impervl ua M .544 A . ~e / / \ ~ ~ ~ ~ I Imperil ua Area E~ / / ~ \ \
/m errlou, , ~ q 1800 . ft. / ~ b •a, p ~ 1 l4 y , /,800 . fG / / \m „ , ' \ r Q~ 1 . 0~ / 4 ` ~ ~ . ~ ~ 4~
~ ~ a I,eDn eq. n l0 25 i~ i / o. ~ ~ ~ NOTE:
~ ~ ~ 1 0.519 Ac. 2~ ~ ~ ~ ~ ' ~ 20 ~ : s ~ ~ ~ ~ , ~ ~ ~ ~ ~ \ t ction of this ro'ect / ~ ~ ~ i During the cops ru ~ p J
\ 1 \ Gnperrloue Arc, O perrlou, Are, 1,800 a . h f \ ~ ~ ~ ~ an iron stake is set at a 15 offset from the
~ ~ ~ ~ G I,D00 eq. ft. \ \ q lmperrlvve Aree ` ~ ~ \ 1,800 aq. R 0.5 0 A . ~ ~ ~ ~ ~ wa corner of all lots. _..a I actual front (right of y)
o.A \ °a \ \ 24 oa lmpervfee, ae ~ - ' ~ After the street side slopes and or shoulders b800 e .'~i ~ _ Y ~ . q. ~u,,a .tee ~ Z ed: R ~
. \ rd~ \ ~ v~~' ~ have ~ •°^Ied and stabilized, Iron stalks ~ ,,goo . n ~'~~-y Presen e: Ag1•icult~e ,
f 7oi/.en: -30 Q' tmparrtnua Arne rjS9td \ \ I).516~e-~ d . ~ wi[l be set at all corn~,rs as shown hereon as is a. ~ Fra ce S, Fish
Preselrt' Use: Agl~ultur~ ~ ~ ~ 35 n ~ ~ 18 0.547 Ac. CD ~ ~ ~ ~ ' ` ` ~'r" ~ ~ x ~ in accordance with Title 21, Cha ter 56, 8 ~v` / ~ wit IP eed Boo 61 8, Pa e 740 p 1; i ~ ~ \ ~ ;k ~ Section .1602, Para rah c of the Nortll
\ \ .R.~D. Tunstal] H~~•s m 4 Z f \ (D ~ Q lp ~ tmperrfoua Area d 1111 Book 1870, Page 0 z ~ 0. 5 AC. rmp"~°~' ~ co \ \ ~a 23 I,eoo ,q. n. ,lava Are. a 0. 31 Ae° ~ \ ~o aq. n. ~ ~ ~ ~ ~ Carolina Administrative Code. \ V ~ kI `,v i--
\ ~ ~ I,D00 ,q• \ \ CD m 1
av ~ ~ r ~ \ ~ !m erNou, Are. \ \ 0.518 Ae, / r'a ~ ~ ~ o \ v
\ Ipao rq, m \ \ ?v'~~,~ 9or ~ p ~ ~ ~ ~ '~yo Ng . Q ~ I A
~o \ \ I ~ 1 \ 0. 65 A Cons acted ~ ~ ~ ~ Mus j Channel' N
I , \ ~ \ / ~ I ~ ' I ~ m 0.546 Ac. 22 Impervlo~Arce L..7-1 \ OM O/~~ t,880 aq. ~7f V t ~ I ~ Y " Y~
I qq I I \ ou Aron f>a I ~ I ~ ~ ~ ~ 1,800 aq. IG 22 1Q ~B-5 ti I ~ P p
1. , ~ I \ tT + + 5 .t cobo=`} / 1 .521 Ac, , c .1 Ac° , o 59-A~ ~ 9 ~ ~ J ~ r. F s O
8 , 1 e5 Gp 1 1 ~ a4 I ~ l+ I I ~ ~ ~ 6 ~ a4 lmpeMew Aree ~ ~ /~O O / ~ l,800 eq. fL e ~ / O 0 '~fm 'ova Aroe .
~ I I I y ~ ~ Imperolou, Area 1 6 ~ s~ 4,80a 0 eq.'fL~ \ Ap rox. 1 0 Y r ~ » O it J fY -1
•tie ~ ti ri ~ 13p, \ ~ ~ Ieoo,q. rG 4 t i ~ ~ ~ ~ t~ 0.55p Ac. ~ w ~ _ / ea; Od LIIITY,t bi ~ ~Sener Eesem - ~ ' , Q D D tTl
\ J ,0, r Q4 ~ p4 i i ~ ~ 0 4 ti ti ; a ~ 0.581 Ac. ~i n ;vYr' ~ ~
nn~~ o ~ 0.560 A .
O ~ I~ b j Y l 1 + ~ e~ tmperdova N TE~ I ~ , ~ , I ~ /v I,aoe ,q. lmperdoua Mee Imperrloua Area ~ ~ \ \ 4,800 aq. fG Impe ue Area 1,800 eq. h ~ \ ~
n ~ : ~ ~ r \ Slleet one I ~ a SI Ease n b D \ This plat rs a constructron plan cover y. ~ , ~ ~ s° Deto, - llfls \ o ~ \ e \ \ 0 eq. ft ~ 12 ~ ~ ~ ~ \
t snot conform to G.S.47-~30 as amended and rs ~ + ~ + a ~ Sh \ 275 I doe I I A a \ ~ v i \ / 0°571 Ac. CB ttstructed a ~ \ 2'~5 hanm~- 2 ~ ` BI;FORIiJ YOU DIG! \ / Imperdova Area i ~ 0.531 Ae. i ~
, d I I I \ ~ recordation. ~ + I ~ ImpervlovaArea\ D not rntended for sales or I,D00 eq. Ik \.~y ea Aree\ ~m~• , ~ - ~ ~ ~ CON PACT ON1; CALL CENT I;R
I~ x v Due to the eneralized nature of this plat, the tm}orooaa~~. \ ~O.t q. ~ ~ ell Lot ~ \0.680 Ac. , ~ ~ a -f300-632-4949 \ as / _ yJ k ~ ~
. ~ \ lots shown may ar may not represent actual lot layout. Rrparran Buffer Detarl •s c ion ~ 16 \ C/L Inter e t \ \ ~ LS 2 k ~r'~~ ~ 01.020 Ac. ~ ct, •25
'vision Mats for final lot Not To sale - CB_7 v v~~ of ~ to recorded subdr C~ R er 1 TBM Elev. ~ ; ; \ \ / ~ \ ~~N ~ ~ ~ yw ~ / 7mpervlave dreg \ ~ ~ ~ ~ v v" ~ ~ 6,000 aq. !f. ~ .
0.55 Ac. an acrea es. ~ ~ •2 0.557 Ac. \ + dimensions d g ,a ~ 55 Ac. A ~.y~ r y.~.-... ~4. ~ ~ ~ 1 ~ m / ~ ~ / ~ - i o eview. 05-29-U3
NOTE; \ a ~ v v~~ ~ ~ x ~ ~ ~ , ~ ~ Date Submitted f r R x ~k. k~ ' ~ ; V ~ ~ ~ ~
i 'an Buffer shall be measured ~ n ~ e} LS ~ \ R part \ d / 0 AZARD STATEMENT s ~ ~ ~ ~ ~ ~ \ FEMA FLO D H from top of bank. If no bank exist, ~ ~ X~1~.~ , / ~ ~ 50' ~ 4 ~ ~ ~ ~ N.C•D•O.T. Approval: \ \ ~ Zoned: R-30 R• a v x ~ ~
A portion of Lots shown on this plat s ement shall be from ceneterGHE- a' ' ~ te~je A men, ur , _ ` \ ~c ~y / v mar, ~ '~a ~ ~ ~ ~ Sediment & Erosion A royal: isa~ Present Use: A riculture rlan ~ ~ ~ ~ PP ~ i g 'v=~. ~
are located within the FEMA 100 year \ \ Of f10w. ~ A,' fmpord~~ree Zone 'AE", Flood Haaard Area es shown \ \ \ 1111 e,eoo eq, rl`~ / ~ }io ~ ~ufp ~ ~ \ Spn Frances S. Fish er ~ ~ `k%'~ NOTE:
B3 C 0805E '27J~--~-~--. ~ ~ , ~ on FEMA map No. 971 x. Rs ~ i ~ i20 ~ ~ ~ book of Maps 2002, Page 2123 ~ • ~ e ' inar Plan" until letters of 7hls 1s a Pr I1m ~ , ~ ~ ~ ~ °Y
c 1982 ~ • ~ Ferman ~.Q en S aC i Effeetfve date: Mar h 9, \ t P` P ~ J ~ \ ` a royal are received from the above agencies " , ~ PP
~~Note _ ~ \n ~ ..y ~ s . y ~ y and the dates of receipt noted hereon.
Finished floor elevation shall be 4 feet above - ~ ~~e ~ ~ ~ ~ ~r ~ ~ ~Y Pond - \
the to of the bank of Catcall Branch. ~ y Fond \ ~ ~
\ \ o~ ~ ~ . d ~ ;r" , Flood j,y r ~ ~ ' y'
o ~ ~ Hazard ~`ENERAL NOTES. TE; zoned: R-3o ; ~ ~ ~ - . > ~ ~kNO \ \ d y, sods ~ / ~ / ~ \ ~ ~ V v \ y~ v ~+r
There shall be ND fillip or the erection of - g \ Prase t Use: rice tune ~ k1,~ ' ~ - ~ , ~ ~ ~ & ~ y
ALL EkIST ING - ~ ~ 1. CONTRACTOR SHALL VERITY THE LOCATION OF permanent atrnotnree in the areas of wake county A ~ J & Adam LLC ~ o ~ w ~ y ~r'~ ~ V ~ ~ ~-v ~~'r' ~ ~
''0 Y DAMAGE Flood Hazard Soils or Federal Emergency Management ~ ( ' UTILITIES, AND SHALL BE RESPONSIBLE f R AN eed Boo 7798 P e 44 0 \ ~ - ~ , g ~ ~ > ~ ~ Agency (FEMA) 100 year flood zones until a flood d ~ / o i i - ..~-v, ~ ~ ~
RF,SULTING FROM HIS ACTCVITIES, CALL UTILITY LOCATION ~ stud is a roved b flake County and/or FEMA. \ \ y ~ \ ~ ~ i /
~ )N, y pp- y ~ ' of Mill .Branch SERVICE 48 HOURS PRIOR TO EXCAIATII (Section f-t zs(A)(B)J i~, nch l ~a h ~ ~ ~ / `4 /
2 ALL CONS1 RUCTION AND T S 's\ lie, Property Li.t~e ' MA ERIALS SIIAI,I, BE IN ACCORDANCE Before agniring a building permit for lots marked \ \
S NIJ SPECIFICATIONS. with an e ~lsterlsk the 6mlder ma need to obtain ~ - ~ WITH THE WAKE COUNTY STANDARD A ) y ~ \ _ ~ / ~ - \ - \ . 'x /
a Flood Hazard Area use Permit from Wake County \ ~ ~ ~-.~oned: R~Q---- _ 3. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. A \ Environmental Services. The builder's engineer, ~P sent~i7se: Agriculture griculture / ~ \ ~
\ ~ ~ architect and or surve or es a ro riate must \ \ f'- 4. NO CONSTRUCTION SIIALG BE STARTED ('RIOR T(I GRADING PERMIT / y ( pp p ) \ \ ~ J ~-~~~,~7`! , ~,-1`r,~-- \ \ ~ ~A ~ \ ~
certify that all flood requirements are met. ~ ~ ~ COUNTY EROSION CONTROL. \ ~ \ t>e~ Book 7798, Pa ING OBTAINED FROM WAkE BE o-~.
(Section 1-1-26(A)(6J1 Z. ~,R \ \ ~ \ ~ ~
\ \ 4y \ \ ~ ` / ~
Permanent 0 en S ace Uses ~ P P \ \ ~ ~ \ ~ ° ea ~ ~ \ \ R ~
Permanent Open Space is reserved for conservation and protection \ ~ h1I ~ \ ~ A cf Natural Hazard Arees and, \ \ d~~1S ~ \
~ Ro ~ ~ ~ Map Index for Meadow Stream Hills -Phase Two 327
' 'v or assive outdoor recreation o ortunities ~ \ $d ~ Frovtston of acct eand/ p pp 6p' outside of all easements, re arian buffers, setbacks, and/or ~ / ~ \ ~'/tp ~ \
P ~ ~ \ (p THIS DRAWING IS THE PROPEF~TY OF conservation areas e.., ballfields, playgrounds, tennis courts, ~ ~ \ ~ Ube; ~g ~ (p \ \ Reference \ ~ ~ Ubl~a ~ Deed Book 9524 Pa e 1 X81 »
_ t.. 1..... L..1 ti., ll .•..,,,-F~ 1, aamo..n mo/Lino Frnitc and \ \ ~ ~ Derr;_ ~ I ~ g \ ~ .S'TRFF,T A 1
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. 6FV,111,, , Imul" vaonca - wu u, . a . , \ \ picnic areas) either for the general public, or for the subdivision s \ Book of Maps 2002, Page 2123
' OR COPIED IN WHOLE OR IN I AND IS N07 70 BG REPRODUCED residents or employees and their guests; (Note: This does not Others As Shown DETAIL SHEET 2
PART WITHOUT PERMISSION. preclude a membership requirement or monetary charge for use of \ - WATERLINE PLAN . . 3
recreation facilities such as swim and or tennis club, as long as IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE subdivision residents or employees have an opportunity to join the
RETURNED UPON REQUEST. club or pay to use the club facilities.
DATA \ LAPB-1397 \ C06'ER-PH3. d wE

NOTE:
A 10' x 70' Sight Triangle
shall be reserved at all
street intersections as
shown hereon.
11
- / / Ja$eo_ n / /
Drains -e
20
i
26
i
CIL Intersection
Sta. 0+00(Street "A")
=Sta. 6+64.65(Shell Cracker Dr.)
Culvert P-5 Data
Total Drains a Area = 330.7 Ac.
Q26 = (0.3)( 4.17)(330.7) = 413.71 cfs
Q100 = (0.4)(8.08)(330.7) = 671.98 cfs
Te = 32.5 Minutes
Flog Depth = 2.77 ft.
96 IF - 4 ® 54 "RCP ® 2.009
Velocity = 16.22 fps
HW/D = 1.64 HW = 7.37
Max. Headwater Elev. = 267.87
:kwa ter Easement
Elev. = 268.87
� - I . - - I _� �_ � 11� I - -1 � � , �' � ��� �i -1; , I ('�
11
- - I
I , �
-�
- \�'
1_ �
�t 4� -
Zoned: R-30
Present Use: Agriculture
Tar Heel Developers, Inc.
Deed Book 9524, Page 1781
Book of Meps 2002, Page 2123
CIL Intersection
Sta. 4+48.10(Street "A')
=Sta. 18+05.33(Sarahwood Ct.)
Install 45'W x 561 x 36"D
— Class 72" Rip -Rap
Dissipa for (d 50= 23 ")
NOTE:
ALL EMBANKMENT FILL GREATER
THAN 7 FEET AS MEASURED FROM
THE ROADWAY CENTERLINE TO THE
INVERT, FOR ALL STORM DRAINAGE
PIPE CROSSINGS, SHALL INSTALL
GUARDRAIL TO NCDOT SPECIFICATIONS
OR BE AT A 4:1 SLOPE OR FLATTER.
I ' I
I I I I
I
I I
-
f ------T -- I --------�
Q
/ L I
~ /
R 10/
11
� "\
�'
7 J / \ / �/5
fo•.
A
16'-2"
4'-3" _ 7'-8" 4'-3"
- "`�-
0��CEi aoaooe
o% k'o' ROl1e
o '$F °oiV, I' ' "
°' ' ° 'r
C. I' SEAL 9`� e e
L-2645 e
°e
0
,�o�e
J'9. :�•° ti o00
000eoh oo M. 'ris �o
no
fo 6�'
Place Groove or
Bell find of Pipe
To Face of ball
\ ~1 I
¢;1
II II
II II --_ --
II II
II it � "
jl-IL -- °' -----
- - - - - - - - - - - - - - - - - - m
I
*Subject to current standards
as outlined in North Carolina
Division of Highways Roadway
Standard Drawing No. 838.01
Eleva tion
Head wall Detail
Not To Scale
(See NCDOT Std. ,#838.22)
End Elevation
Stream Crossing Plan For
Phase Two
Meadow Stream Hills
Panther Branch Township Wake County, NC
Street "A "
20' Pa veli en t
Scale: I" = 50'
0 50 100
GRAPHIC SCALE
50' Right-of-way
Date: 10-23-03
PREPARED BY
STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P.O. Box 730, Angier, N. C. 27501
(919 639-2133 (919 639-2602 (FAX
a
N
~
A
L= Distance So That
a
"A" & 'B" Are Level.
L e`
:t
. �°macre
e
Rock Check Dam Detail
Install Rock Check Dams where
ditch slopes are 3X or greater
--- -
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\ DATA\ LWPB-1397\ CPLAN3-4. d wg 327
Sheet I

SEEDBED PREPARA TION
1.) Chisel compacted areas and spread topsoil 3 inches deep over
adverse soil conditions, if available.
2•) Rip the entire area to 6 inches depth.
3.) Remove all loose rock, roots, and other obstructions leaving
surface reasonably smooth and uniform.
4.) Apply agricultural lime, fertilizer, and superphosphate uniformly
and mix with soil (see below*).
6.) Continue tillage until a well -pulverized, firm, reasonably uniform
seedbed is prepared 4 to 6 inches deep.
6.) Seed on a freshly prepared seedbed and cover seed lightly with
seeding equipment or cultipack after seeding.
7.) Mulch immediately after seeding and anchor mulch.
8.)Inspect all seeded areas and make necessary repairs or reseedings
within the planting season, if possible. if stand should be over 60%
damaged, reestablish following original lime, fertilizer and seeding rates.
9.) Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.
* Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 207 analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion @ 300 gals./acre
SEEDING SCHED ULE
Shoulders, Side Ditches, Slopes (MAX. 3:1)
Planting Rate
Date Type 300 Lbs./acre
Aug. 15 -Nov 1 Tall Fescue 300 lbs./acre
Nov I -Mar 1 Tall Fescue
& Abruzzi Rye 25 lbs./acre
300 lbs./acre
Mar 1 -Apr 15 Tall Fescue 25 lbs./acre
Apr 15 -June 30 Hulled Common Bermudagrass 120 lbs./acre
Jul 1 -Aug 15 Tall Fescue and 35 lbs./acre
*** Browntop Millet
*** or Sorghum -Sudan Hybrids 30 lbs./acre
Slopes (3:1 to 2:1)
Mar 1 -June 1 Sericea Lespedeza (scarified)
50 lbs./acre
&
300 lbs./acre
(Mar 1 -Apr 15) Add Tall Fescue 10 lbs./acre
(Mar 1 -June 30) or Add Weeping Lovegrass
(Mar 125 lbs-lacre
-June 30) or Add Hulled Common Bermudagrass 300 Lbs./acre
June I -Sep 1 *** Tall Fescue and 35 lbs./acre
*** Browntop Millet 30 lbs./acre
*** or Sorghum -Sudan Hyiwids
Sep 1 -Mar I Sericea Lespedeza (unhullt°d-unscarified300 lbs./acre
70 lbs.lacre
and Tall Fescue 25 lbs./acre
(Nov I -Mar 1) Add Abruzzi Rye
Consult Conservation Engineer or Soil Conservation Services for additional information
concerning other alternatives for vegetation of denuded areas. The above vegetation
ratratespossible.are
those
ho a awhich
larTnoquwell under ality turf, !double ocal nodittr'ple orates, ther seeding rates com6inati�ns
eason for desired
*notnallow temporary cover according optimum
- Reseed o growove12" in height before mowing, otherwise
vegetation
otherwise
Do
fescue may be shaded out.
CONSTRUCTION SEQUENCE
1. Obtain a land disturbing permit. Schedule a preconstruction
conference With the Environmental Engineer, Maria Cox.
2. Install gravel construction pad, temporary diversions, silt fence, \��\\\�
custom basins or other measures as shown on the approved plan.
ssary to install these devices. Seed temporary
Clear only as nece
immediately after construction.
diversions, berms and basins
3. Call 8.56-7558 for an onsite in
by Environmental Engineer
C t'f' to of Compliance.
STONE SILT CHECK DAM
to obtain a er l Ica
Class I Rip -Rap with No. 5
4. Begin clearing and grubbing. Maintain devices as needed. Rough {lashed Stone on the Upstl
grade site. Face (See Side View)
5. Install storm sewer, if shown, and protect inlets with block and
gravel inlet controls, sediment traps or other approved measures
, building, etc.
as shown on the plan. Begin construction
6. Stabilize site as areas are brought up to finish grade with vegetation,
paving, ditch linings, etc, Seed, mulch and tack denuded areas within
fifteen (15) days of completion of any phase of construction.
7 allWconstruction is hen
for inspection ltby the e and aEnvironmental ll areas are tcompletely,
Engineer.
8. If site is approved, remove temporary diversions, silt fence, custom
basins, etc., and seed out or stabilize any resulting bare areas. All
remaining permanent erosion control devices, such as velocity
dissipators, should now be installed.
9. When vegetation has become established, call for a final site inspection
by the Environmental Engineer, Maria Cox. Obtain a Certificate of
Completion.
EROSION CONTROL NOTES:
1. All Land disturbing activities shall be conducted in accordance
with Wake County Standards.
2. All temporary erosion control measures shall be maintained
in proper working condition during the period of construction.
NETS AND MATS
NETS' ALONE GENERALLY PROVIDE LITTLE MOISTURE CONSERVATION BENEFITS AND ONLY
IN CONJUNCTION KITH
LIMITED EROSION PROTECTI
SUCH ON.
STHEREFORE, THEY ARE USUALLY USED
AN ORGANIC
EXCEPT
WHEN
WOOD FIBER MAY BE SPRAYED SONE OP OF ING S AN INSTALLED NET.OULD ALWAYS BE INS1 INSTALLED OVER
THE
MATS, INCLUDING "EXCELSIOR" (WOODoBERODIBLEKSOIL.SETS AAND DURING ARE LL TIMES
PROTECTIVE
THE
MULCHES AND MAY BE USED ALONE,
YEAR. PLACE THE MATTING IN FIRM CONTACT WITH THE SOIL AND STAPLE SECURELY.
INSTALLATION OF NETTING AND MATTING
1SHO ULD BE INSTALLED IN ACCORDANCE
PRODUCTS DESIGNED TO CONTROL EROSION WITH
MANUSHOULD' PROVIDE COVER OF AT LEAST 30% OFANY MAT OR THE -TYPSURF CEUWHERE I T IS APPLIED.
CTIVE
MULCH
INSTALLATION t5 ILLUSTRATED TO RIGHT.
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPT AND AVE
NETTINGSEED SPRAYED ON AFTERWARD. BEFORE INSTALLING THE NET AND FERTILIZER
AND S
UNROLL IT
2. STARTGLAYING THE NET FROM THE RADE. ALLOW NETTING TO LAY LOOSELY ON P OF THE ITHEnEL SOIL PE BUT AND
WRINKLES DOWN DO
THE
NOT STRETCH.
END IN A SLOT OR TNCH No LESS
3, TO SECURE THE WITH SO BU AND TAMP FIRMLY AS SHO wN IN DETAIL STAPLE THE NETEV ERY 12ES
INCHES ACROSS THE TOP END EVERY 3 FT. AROUND OT'T'OM. WHERE 2 STRIP
DEEP, THE EDGES AND B
OF NET 3ARE AI DSIDE B
NI STRy SIDE, THE ETCH THE NET ADJACENT
AP LYING STAPGES LES.
EBS STAPLED DOWN THE CENTER,
EYE
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE
END OF THE PREVIOUS ROLL 16 INCHES, AS SHOWN IN DETAIL, AND STAPLE EVERY 12 INCHES
JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
RILL RMS TO CHECK FOR
INSPECT ALL MULCHES PERIODIC ER�AND OSIONAIST OBSERVED,ER OPPLY ADDITIONAL MULCHEFSION,
DISLOCATION, OR FAILURE. WHERE
WASHO RESEED
UT OC
TIDNSCUNTILRVEGETATIONIS FIRMLY F,STABLISHED.ND REINSTALL MULCH, CONTINUE
INSPE
Face _
of Curb
Exist, or
Proposed
Pavement
Var.
Pavement
Width
0.02
+.0
-0.04
11
30" 1 3'-0" I _ S_-�`
A. Curb &��G��u�ttttter Section
6'-01, 8'-0'
Shoulder
Width
+0.08
-0.02
U.15
-0.25
5'-0"
+0.25
+0.16
-0.08
'0•!8
B. Shoulder Section
Driveway Turnout Grades
Top of Dam 1'-e' F, -board Mi..
Top of Elevation of storm hater _-
Cep Top of Pipe 6' PVC or
8' PPC Riser with slots
1' Flood Stora-ge zone heti 7�p .g
9� pnbed IS' 44
9' Sediment Storage Zone _4' PVC (No slots)
1.6' Xaa. Sediment Depth
Tarp Erten d, To Toe of Book Stop -J
So. Note 1 -
/s aped St- tSlter
r
ro Top of slots
Section Thru Basin and Filter
rop of Dam
Tut Pretaetl°n ��----{ DI Et dde ^�Y/a. lE;/�
`L-w�
Sam- (ryp )
Notes:
1. Draw down riser shall be 6' scol 40 PVC with clean-out
cap and slots. Slots sball be placed 1/8' wide, 1' on
center radial around pipe. vertical saw cuts 24" long.
2. The Tarp used to protect the weir shall be the width
specified. The lentth of the tarp shall be 8rcOrdiD[
to antlable s�llppp(A�e If
multiple tarps are to be used,
1p*tom t6&U on-rl ppthe downstreamd at least •tarpe Thetleam
tarp
shall bs 60 mil haaq duty Surer tarpaulins for UV
resistaies.
-Scdimeat Pit
CUSTOM BASIN
No SCALE
P
Pavement
SIL T FENCE
STEP 1 STEP 2
DRIVE STEEL POSTS 16" INTO GROUND AND EXCAVATE ATTACH w1RE FENCE To POSTS AND EXTEND TH
A 6"x 8" TRENCH UPHILL ALONG THE LINE OF POSTS. BOTTOM TRENCH. OF THE FENCE 6" INTO THE EXCAVATED
WOOD POSTS 4" IN DIAMETER MAY BE USED. t
\ Roadside Ditch MAX. 10'
\\\ BETWEEN
POSTS
�/\//��//�
i\\Xj�\/\\/\��i Note.
ea �� �' Where Ditch does not Allow a 2' Weir
Section, a Parabolic Swale shall be
Constructed with Class I Rip -Rap
SECTION ACROSS DITCH FSTEP 3
ATTACH THE FILTER FABRIC TO THE WIRE FENCE
AND EXTEND THE BOTTOM OF THE FABRIC 6"
INTO THE TRENCH-
Pavement
RENCH°
SECTION THR U DIT CII &FILTER
l! l 2
. Min.
Carry Rip -Rap u _ __ _
Side of Spillway 1' Mi
Flow- 1
Class I Rip -Ra
�Ii' Varies_ With Depth
of Ditch
Notes:
1. The ditch shall be cleared out
whenever the sediment reaches
1/2 the total depth of the ditch.
2. Class B .rip -rap may be used to
construct stone silt check dam.
pt- spat-
s-. Det.lr a steeeula
A: Bury the top end of the jute strips in
a trench 4 inches or more in depth.
�r
B: Tamp the trench full of soil. Secu
with row of staples, 10 inch
spacing, 4 inches down from f
_ W W
the trench.
0 \= L V W W
W _
- T
C. Overlap --Bury upper end of lower strip =1
as In A' and 'B'. Overlap end
of top strip 4 inches D+WvyvYv
and staple. _ _ E. Overflow
A Erosion stop --Fold of jute buried
in slit trench and tamped,'-'_
double row of staples. N'\"",,_____:__ ____
Place staples
1/2 to 6 teat apart
a----- `-"_-
::. as required to keep the jute
firmly pressed into the soil.
_ - - -- _- TYPICAL STAPLE
_-
W W W W ......\......., - - #8 Gauge wire
flWW ♦\\\\\\\\\\\\��` t' ---i
W ♦\\\\\\\\\\\�\\
\........� -_ 10
rn
,II I II TT -,11 .M-
F. Press ends of jute 4 inches into the soil
around structures and staple securely.
�'----
Liner should be installed using two 4 ft.
widths with a 1 ft. overlap. This would
give 6 ft. total liner width which would
be centered in the ditchline.
1F--
4'
DETAIL FOR STABILIZING CHANNELS
WITHUTE THATCHING
NO SCALE
Freeboard
Varies with Depth
of Ditch
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
1. NCDOT #5 or #57 washed stone shall be used.
E Pad to be 501 x 20W x 6"D at a minimum.
2. Turning radius sufficient to accommodate large trucks
is to be provided.
3. Entrance(s) should be located to provide for maximum
utility by all construction vehicles.
4. Must be maintained in a condition which will prevent
tracking or direct flow of mud onto streets. Periodic
top dressing with stone will be necessary, keep some
handy.
5. Any material which still makes it onto the road must
be cleaned up immediately.
i
i
STEP 4 }
BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY ZOO! ,
TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE ln�
AND CANNOT GO UNDER IT. Ad�ol�
SECTION `� NOTE: Bottom of filter fabric must be placed
in trench and secured by either backfilling
STEEL POSTS With soil material and tampping or by
placing washed stone to a helght of
EIGHT "HOG WIRE" 6 above ground level.
MAX. WIRE FENCE
3' FILTER FABRIC
N.
' BOTTOM OF Ii1RE FENCE AND
W
FILTER FABRIC BURIED 6"
ii IN EXCAVATED TRENCH.
STEEL POSTS DRIVEN 18" INTO GROUND.
n
6" Minimum
Thickness
NCDOT #5 OR #57
Washed Stone
Notes:
oints of ingress & egress until site is stabilized. Frequent
Applicable at all p
checks of the device and timely maintenance must be provided.
VEL 0 CI T 1 " DISSIPATION
APRON DETAIL
-� NOTES:
loear_ A 1. Apron lining may be rip -rap,
3d Igrouted rip -rap, or concrete.
�2. La is the length ofothe rip -rap apron.
PLA 3. d= (see fes data section above)
4. Dimensions are as specified
L8 _ on the plans.
5. A filter blanket or filter fabric
grill=iO iii -iii -n,- should be installed between
50 =iu=iu d p�O� =MVI=li the rip -rap and soil foundation,
Right-of-way
00 ni-iu_ili=
2'-4' Base
20, 6' 6' Bottom as SECTION A -A FILTER BLANKET
6 Noted on plans
Shoulder Pavement Ditch (USE #57 STONE
e BEDDING OR GEOTEXTILE
51pp DERLINER)
1/4" Per Ft.TShopulder
"er Ft• 1 PIPE OUTLET TO A FLAT .4RE�l
1 " Per Ft. _ .. �'t 2'\� WITH NO DEFINED CHAA".VEL
RESIDENTIAL COLLECTOR ROAD�g STBC,SType Aeor C Asphalt Mix
NOT TO SCALE 1-1/2" SF -9.5 A Superpave Asphalt Mix
8" ABC, Type B
*SUBJECT T) STANDARDS OUTLINED ON
PAGE 23 OF 771E NC SUBVAISION ROADS
MINIMUM CiNSTRUCTION STANDARDS
AND ENGINIERED FIELD SOILS 1 STS.
CIL
Pavem em t
6, 1 5.
Slope as Req'd.
2" SF -9.5 A Superpave Asphalt Mtz#
1-1/2" SF -9.5 A Superpave Asphalt Mix
9" STBC, Type A or C
8" ABC, Type B
�12
' R/iY
4 Base
tom as
ed on plans
2;1
* Subject to standards outlined on page 23 of the N. C.
Subdivisions Roads Minimum Construction Standards
and engineered field soils tests.
TYPICAL CUL-DE-SAC CROSS-SECTION
ad
SECTION A -A FILTER BLANKET
(USE #57 STONE.
BEDDING OR GEOTEXTILE
UNDERLINER)
PIPE OUTLET TO A WELL DEFINED CHANNEL
RIPRAP DITCH LINING DETAIL
NTS
2'-0" .!fin
Direction
2'-0" Min_
Top Width
of Flow I 1
-� 18"
Alin 3;1 Berm �? j
qy
PERMANENT DIVERSION SWALE DETAIL
NO SCALE
\DATA\ LWHS-1397\ DETAIL, -2. dwg
CAPO Rol
o� r o00
0 04 ss°io
0
4
•4 SEAL a
L-2645
O b
d ° �� O p• C
o
.y o
0
••DSU•°,.•'a�.�,000
11
e" 400M0000 ,� DSA •
)4-- .
41
Revised: 08-18-03
327
Sheet 2

~ EIP/ ~ ~ v ~ ,
Zoned• R-3 ~ 0
~ flP ~ ` k' . Present Use: Residential ~ ~ ~ 1 . ~ ~ ~ ~ NOTE.• NOTE••
Jimmy T, Riley T'lood G a ~ ~L~ ~ ; , > Waterline Plan For A 10 x 70 Seght 7rlan,~le All Drainage and Utility
Dee ~ ~ r ~ s ti d Book 8954, Pa e 1104 ~ / ~ Hazard Solls shall be reserved at all easements shown hereon street intersections as shall be permanent and Phase One and Two
~ ~ Book of Maps 2001, Pa e 825 ~ ~ ~ ~ ~ ~ s g ~ - , JVillow 0 ~ ~ ~ ~ , ~ ~ y shown hereon, Public Dedicated.
S rin s ~ ~ ~ E7 ~ , ~ ~X O P ~ ~ ea oW
~ ~ `r"~~~. ' 4 k c 42 ream 1 s
~ ~ ~ ~ ~ ~ kk ~ '~S aoo \ 99 Op / ~ °649 doo Panther D1°an cl! ToTYnshi
k' \ ass Site , ~ ~ \ \ C p Wake Count , NC ~ Zoned: R-,Q0 0 ~ ARO °o » > y
~ ~ ~ ~ ~~1 ~ y ~ 1 ~ - ~ ~ - \ 1 ~ / o° `S L °o tSC - 0 4. r ° ale.l 100 _ _ Rxgsent Use: riculture o 0 > °Ess o Date: 04 30 03 ~ \ ° ~ ~ ~ o 0 O ~ e Q p
~ 9 ~ ~ Y ~ ~ , Tar ~eI Uevelo ers, Inc• o q° ~ P.I.N. 0696.03-24-4276 - p b CA° p Zoned: R 30
~ it h ~ ~ ~ k ~ ~ N ~ ~ ° SEAL ° Deed Book 9524, Page (781 0 o L-2645 ° °
~ ~ ~ X ~ B Book of Maps 2002, Page 2123 d o 0 100 200 \ p O~v 4
5 N _ ; 2764 27 ~ ~ : ~ ~ ~ \ ~ , `'1~ G °°9~~ ~ oo ~ ° ° SU ob GRAPHIC SCALE
~ o ~ e~. ~ ~ '~:r k ~ , ~ ~ °o o eti o ~ °°o ~~l i~a o°°
~ ~ ~ ~ ~ ~:-r ~ ~ ~ °oo M• ~ o°° PREPARED BY \ DOOp999~~9 ,
ti9 Present Use: ident~al ~ - . `Y~. ~ ~ N ~ z7so ago ~ •A .A~ ~ ~ \ ~ ~ ~
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~0 99 ~ ook of Ma s 2001 ~ ~ o ' \ ~ ~ PROFESSIONAL LAND SURVEYOR, P.A.
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