20052167 Ver 2_Site Plan_20060424

SEDIMENT BASIN 1 SEDIMENT BASINS # SEDIMENT BASIN #6 SEDIMENT BASIN #10 Seedbed Preparation: LEVEL SPREADER #1 SEEDING S C H E D U L E
RESERVED FOR FUTURE USE DRAINAGE AREA = 4.96 AC. 1. Chisel compacted areas and spread topsoil t Q=CIA i topsoil three Q(10-YEAR)=26.0 CFS
DRAINAGE AREA = 1.60 AC. inches deep over adverse soil conditions, if av SEDIMENT BASIN 2 REQ. STORAGE 4.96 X 1800 = 8,928 C.F. REQ. STORAGE 1.60 X 1800 = 2,880 C.F. ins, if availnbie. pER~1aNENT ~oIN -
3'D X 63'W X 100'L = 18,900 C.F. 2. Rip the entire area to six inches deep. ieep. 26.0 CFS X 13 FEET = 338' sucu~~nERc, coo oiTCti . c!op ~ x
DRAINAGE AREA = 0.70 AC. 3'D X 30'W X 70'L = 6,300 C.F. 3. Remove ali loose rock, roots, and other REQ. STORAGE 0.70 X 1800 = 1,260 C.F. DER = 12' WIER = 6' obstructions leaving surface reasonably smooth other TOTAL LENGTH PROVIDED 339'
3'0 X 24'W X 39'L = 2,808 C.F. TRAP EFFICIENCY: TRAP EFFICIENCY: uniform. y smooth and WOODEN LENGTH PROVIDED 197' ~AiE TYPE p~ EARTHEN LENGTH PROVIDED 142' ELMMbjQ RATE
WIER = 4' Q2-~~A Q2=CIA 4. Apply agriculturol lime, fertilizer an dsuperph TRAP EFFICIENCY: Q2=0.5 X 5.76 X 4.96 = 14.28 CFS Q2=0.5 X 5.76 X 1.60 = 4.61 CFS uniformly and mix with soil (see mixture). dsuperphosphate AUG. 15- NOV. 1 TALL FESWE 200 L ure~• WOODEN LEVEL SPREADER #2 NOY. t - MAR.i TALL FESCUE 200 I. zed, arm 4_C~A AND ABRUZZI RYE (NURSE CROP) 25 LB MAR. 1 - MR. 15 TALL FESCUE 200 Ag :d four to six Q(10-YEAR)=3.2 CFS NPR. 15- ,~1N. 30 HULLED COMMON BERMUDAGRASS ~5 fig d and cover seed 3.2 CFS X 13 FEET = 41.6'
200 LBS./ACHE
Q2 X .01 X43,560 = Q2=CIA Q2 X .01 X 43,560 = 5. Continue tillage until owell-pulverized, arm 14.28 X .01 X 43,560 = 6,222 SF 4.61 X .01 X 43,560 = 2,008 SF reosonabl uniform seedbed is 200 LBS. /ACRE
Q2=0.5 X 5.76 X 0.70 = 2.02 CFS 63'W x 100'L = 6,300 S.F inches dee Prepared four to 25 t~BS./ACRE 15 LBS./ACRE 204
Q2 X .01 X 43,560 = 30'W x 70'L = 2,100 S.F P•
2.02 X .01 X 43,560 = 880 SF 6. Seed on a freshly prepared seedbed and co SEDIMENT BASIN 1 lightly with seeding equipment or cultipack afte 24'W x 39'L = 936 S.F SEDIMENT BASIN #7 # ~ seeding. ipack after LENGTH PROVIDED 45' 0
DRAINAGE AREA = 0.79 AC. DRAINAGE AREA = 19.35 AC. 7. Mulch immediately after seeding and anchor PERMANENT SEEDING -
REQ. STORAGE 0.79 X 1800 = 1,422 C.F. REQ. STORAGE 19.35 X 1800 = 34,830 C.F. g, Inspect aIi seeded areas and make necessar SEDIMENT BASIN #3 3'D X 20'W X 50'L = 3,000 C.F. 94,086 C.F. PROVIDED PER PLAN or reseedings within the planting season, if pas DRAINAGE AREA = 0.29 RC. WEIR = 12' id anchor mulch. ~ !,t~/'~'j\. J r,/ EARTHEN LEVEL SPREADER #3 a~~('~~~ to 2t1
necessary repairs ~ ~ f ~ ~ I ~ Q-~~A AUG. 15-NOV.1 TAIL FESCUE 200 fig on, if possible. ~~j ~ 1 Q(10-YEAR)=3.8 CFS AND SERICEp LESpEpgq (UNHULLED, uNSCARIFlED 6d TO re-establish / r ~ ~ 3.8 CFS X 13 FEET = 49.4' NOV. i-MAR.t TALL FESCUE } 200 LBS ACRE
REQ. STORAGE 0.29 X 1800 = 522 C.F. DER = 4' If stand should be over 60~ damaged, re-esta TRAP EFFICIENCY: TRAP EFFICIENCY: following the original lime, fertilizer and seeding 60 TO 7o LBS/ACRE
3'D X 15'W X 25~L = 1,125 C.F. Q2=CIA id seeding rates. ~ L ~ ~ j ~ ~ LENGTH PROVIDED 52' ~~aA (UNHULlEO, uNSCARiFlE~~f sO~TO 200 LBS/ACRE 60 TO 70 LBS/ACRE
WIER = 4~ Q2=CIA 9. Consult EFS Environmental Engineers on mai Q2=0.5 X 5.76 X 0.79 = 2.28 CFS Q2=0.4 X 5.76 X 19.35 = 44.58 CFS tratement and fertilization after permanent cov TRAP EFFICIENCY: Q2 X .Oi X 43,560 = Q2 X .01 X 43,560 = established. 's on maintenance ~ 1 J ~ 1 MAR. 1-JUNE 1 TALL FES~WE ~ R~ ~'K5. ~ouiSE FREEM,~~ ~ anent cover is ~ ~,r ~ ~ WOODEN LEVEL SPREADER #4 AND SERICEA I.ESpEpEZp (SCARIFlED) 40 To ,E E M~ LBS/ACRE
0 LBS/ACRE 40 TO 50 LBS/ACRE W
Q2=CIA 2.28 X .Ot X 43,560 = 991 SF 44.58 X .01 X 43,560 = 19,420 SF *Apply. Agricultural Limestone- 2 tons/acre f MAR. 15-JUNE 30 WEEPING LOVEGRASS 10 LBS s/acre / ~ ~ /T Q(10'AYEAR)=5.8 CFS MAR. 15-,0.1NE 30 HULLED C~MON gERM Dip( RA~~1~~) ~ ~g 10 LBS/ACRE
Q2=0.5 X 5.76 X 0.29 = 0.84 CFS 20'W x 50'L = 1,000 S.F 19.453 SF PROVIDED PER PLAN Fertilizer - 10-10-10 Analysis ~ 900 I Q2 X .01 X 43,560 = Superphosphate - 500 Ibs/acre of 20% : ~ 900 Ibs/ocre ! ~ / / / ~ f ,,i 5.8 CFS X 13 FEET = 75.4' ~-ESPEDEZA (SCARIFlED) 40 TO re of 20% analysis ~ y,/ ~ LENGTH PROVIDED 76' 40 TO 50 LBS/ACRE 15 LBS/ACRE b
40 TO 50 LBS/ACRE
0.84 X .01 X 43,560 = 366 SF SEDIMENT BASIN #12 Mulch - 2 Tons 80 Bales) Stra 15'W x 25'L = 375 S.F SEDIMENT BASIN #8 DRAINAGE AREA = 0.55 AC. Anchor -Use liquid asphalt ~ 400 gal DRAINAGE AREA = 1.94 AC. REQ. STORAGE 0.55 X 1800 = 990 C.F. or emulsified asphalt ~ 300 SEDIMENT BASIN #4 REQ. STORAGE 9.94 X 1800 = 3,492 C.F. 3'D X 20'W X 40'L = 2,400 C.F. M es) Straw/acre f / ~ TEMPORARY CEDING
D 400 gals/acre ~ ~ S ~ RE ~ "Ja'/ ~ ~ ~ LEVEL SPREADER #5 JUNE t-SEPT. 1 TAU. FESCUE 200 tB t ~ 300 gals/acre ~ ~~~~~T Q=CIA AND BROWNTOP MILLET»(NURSE CROP) 35 LBS j ~ / 1 f/~~l~ Q(10-YEAR=18.2 CFS ~ ~RCHUM-SUDAN Hl'dRIDS *(NUR5~ CROP) 30 IBS
200 IBS ACRE 35 LBS ACRE
DRAINAGE AREA = 0.46 AC. 3'D X 36'W X 55'L = 9,040 C.F. WIER = 4' 30 LBS/ACRE
REQ. STORAGE 0.46 X 1500 = 828 C.F. WIER = 6' TRAP EFFICIENCY: r r ( ( 18.2 CFS X 13 FEET = 236.6' caasu~r caasazv~noa ~qN~t oR say co~s~yAna~ s~v~c~ Fat
3'D X 20'W X 30'L = 1,$00 C.F. TRAP EFFICIENCY: Q2_C~A l~~ ~ ~ ~ ~ ` ..J ~ ` ~ ~ TOTAL LENGTH PROVIDED 237' ~ DENUDEO~ ~~n TME~ABCpV~ENVEGE 'ATjORN RA~TENSA~E 1N~~N411~diA DO WELL 00
WIER = 4' Q2=CIA Q2=0.5 X 5.76 X 0.55 = 1.58 CFS I~ ~ ~ ~ WOODEN LENGTH PROVIDED 133' UNDER LOCAL CONDIitONS; O1HER SEEDING RATE COMBINA710NS ARE POSSIBLE.
TRAP EFFICIENCY: Q2=0.4 X 5.76 X 1.94 = 4.47 CFS Q2 X .Ot X 43,560 = J ~ / ~ } T ~ EARTHEN LENGTH PROVIDED 106' gdURSE CROP/'tEMPORARY -RESEED ACCORDING To OPTIMUM SEASON FOR DESI~tED N
Q2=CIA Q2 X .01 X 43,560 = 1.58 X .01 X 43,560 = 690 SF \ ~a \ ~ ~S ~ IN~HEIt~~i~T 8 vEf~OR~E MOY~YING OTHERVIA~~ PwESW~EP M~ AY~BE 9i~ADED ~ OW OVER 12 r~ cri
Q2=0.5 X 5.76 X 0.46 = 1.32 CFS 4.47 X .01 X 43,560 = 1,947 SF 20'W x 40'L = 800 S.F \ Q2 X .Ot X 43,560 = 36'W x 55'L = 1,980 S.F j~ ~ ~ ~ ~ , gs ~ ~ ~ QAR~TAHEN LEVEL SPREADER #6
1.32 X .01 X 43,560 = 577 SF \ ~ ~ ~ Q(10-YEAR)=4.3 CFS NOTE:
20'W x 3d'L = 600 SF SEDIMENT BASIN #8A SEDIMENT BASIN #13 \ ~ ~ 4.3 CFS X 13 FEET = 55.9' THESE PLANS ARE FOR EROSION CONTROL AND ROUGH GRADING
DRAINAGE AREA = 0.83 AC. DRAINAGE AREA = 0.90 AC. ~ ONLY. GRADING AND EROSION CONTROL IN ANY NEUSE RIPARIAN ~ ~ ~ ~ ~ ~ ~ LENGTH PROVIDED 56' BUFFERS OR JURISDICTIONAL WETLANDS IS NOT PERMITTED.
SEDIMENT BASIN #5 REQ. STORAGE 0.83 X 1800 = 1,494 C.F. REQ. STORAGE 0.90 X 1800 = 1,620 C.F. \
DRAINAGE AREA = 1.21 AC. 3'D X 23'W X 46'L = 3,174 C.F. 3'D X 20'W X 60'L = 3,600 C.F. ,~y~ ! WOODEN LEVEL SPREADER #7 GRAPHIC SCALE ~W 0
WIER = 4' WIER = 4' REQ. STORAGE 1.21 X 1800 = 2,178 C.F.
3'D X 30'W X 60'L = 5,400 C.F. 1RAP EFFICIENCY: Tf2AP EFFICIENCY: ) ~ Q(10-YEAR)=3.3 CFS o su +oo zoo 400 kf)
Q2=CIA ~ ~ } ' WIER = 6' Q2=CIA ~ l~ 0 f 3.3 CFS X 13 FEET = 42.9' 42 r~
TRAP EFFlCIENCY: Q2=0.5 X 5.76 X 0.84 = 2.39 CFS Q2=0.5 X 5.76 X 0.90 = 2.59 CFS ~ ~ / Q2 X .01 X 43,560 = ~ ~ ' _ l` ~ ~~,lJ LENGTH PROVIDED 44' (p1 SET }
Q2=CIA 2.39 X .01 X 43,560 = 1,041 SF Q2 X .01 X 43,560 = ~ 1 ~ EARTHEN LEVEL SPREADER #8 1 inch = 10o tk
Q2=0.5 X 5.76 X 1.21 = 3.48 CFS 2.59 X .Ot X 43,560 = 1,129 SF Q2 X .07 X 43,560 = ~3'W x 46'L = 1,058 S.F 20'W x 60'L = 1,200 S.F ' J ~ ~ ~t ~ ~ ? Q=CIA
3.48 X .01 X 43,560 = 1,518 SF r ~ ~ , ~ ~ ~ ~ Q(10-YEAR)=2fi.9 CFS
30'W x 60'L = 1,800 S.F SEDIMENT BASIN #9 1 1 f ~ ~ P ~ 0-'GG~ 26.9 CFS X 13 FEET = 349.7'
LENGTH PROVIDED 351'
REQfN TORAGE 2.372X 1800 = 4,266 C. F. ~ SILT FENCE ` C ~ 3'D X 40'W X 75'L = 9,000 C.F. ~ `
WIER = 8' - ° CLEARING LIMITS ~ ~ N/ Q AP~IAFFICIENCY: - to TREE PROTEC110N FENCE \ I' Y M. C.B. 7 ~
Q2=0.5 X 5.76 X 2.37 = 6.83 CFS -,.._m TEMPORARY DIVERSION ~ ~ C.B. 7 5 PG. 131'_._,. ~ ~ \ ' SAN ~ ~ ~ 1 r^ ~ ~ v,,a ` l ~ ~ ` ~ ) ~
Q2 X .01 X 43,560 = f o O
6.83 X .01 X 43,560 = 2,975 SF a INLET PROTECTION ~ f
4dW x 75'L = 3,000 S.F
SEDIMENT BASIN ~ ~ rr it 590 sq ft.~ t \ ~ ~ .~r, JJ
~ DE L$ ~ ~ \ ~ \ ~ iS434~sq. ft. ~ t t 6 7q f . r ~ Y~ ~ 9~~ 1 r ~9~~ ~ ~ ` i - ~ -7 \ J / 1 ~ ~ 1 184 s `t'~~4 sq. 184 sq. f ~4
ROCK CHECK DAM ~ \ ~ ~ :~~~C~ SP~A~~# ~ ~ ~ ~ 9~~. ~tl~ ~ ~ ~f ~ ,o~~~ ~ ~ - ~ I ' ~ c ~Il ~ t ~ ~ r ~ 89 ~
G 2 r LlQy ~ \ l \ ~ i 1 { ~ t~ ~ ~ 0. ~~~~~f~~ ~ ,1 4 ~ 7.253 sq. ~ft. 9 ~8 ~9 f ~ ~t ti ~ 13.381 s ftE'~ p`D t \o ~ ~ \ ~ 1 1 ~ --1- -'-ti~- ~ ~ 1
~t~ ~ ALDN, LEASA
EROSION CONTROL NOTES ~ p~.2° \ j f 96 247 ` 1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH NCDENR /~.1" ~ ~
~ 1 - ~ 11,521 q. ft. ° Q ~ ~ 8 NS OAD> - ~ ~ ` ~ ~ ~ ~ ~ ' T~ .266 ~q. f 164 sq., ~t ti.164 sq. ft ~ ~ ~ ~ ~ _ f r ' ; ~ \ / ~ ~ ~6.p2~ sa. ft' _ rYl g ~~I ~ ~ L. ~ / f ~/,~-J '~/r~, ~ 0 8 q ft ' Y cd Ic
STANDARDS. Q~
2. THE TOTAL DENUDED AREA IS 15.72 AC `tif ~ ~j _ MONO
3. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING ~ ~a ~ \
CONDITION DURING THE PERIOD OF CONSTRUCTION. SEDIMENT BASINS SHALL BE CLEANED OUT ~ ~ /
WHEN THEY BECOME HALF FULL. ~I ~ ~ CONALr~ PLE.~saNrs -T - 0 -o
4. SEDIMENT BASIN DIMENSIONS ARE FOR BASIN BOTTOM. ~ ~ ~j'1~ ~ ~ D.a. ~ba5 P~: 2oy Cd
~ r~.o. is~s rat, 2a~ ~ cd c: c:
CONSTRUCTION SEQUENCE ~ ~ ~ % ~ , ~7 . . 4 0 '
1. INSTALL TREE PROTECTION FENCE, CALL THE RAlE1GH r,,.. ~r ~ /r~. ~ ~
REGIONAL OFFICE INSPECTIONS FOR SITE INSPECTION. ~ ~ 0 LM I Ctj 0) Co
2. OBTAIN GRADING PERMIT. ~~,t~ ~ ~ r-' \ t 3. INSTALL CONSTRUCTION ENTRANCE, WHEN COMPLETE INSTALL ~ f~~~ ~ f' I - r rrwrr
THE SEDIMENT BASIN, SILT FENCE AND TEMPORARY DIVERSIONS. ~ ~ / 1~~„//~ f~~~~-~(-~~~~\ CALL NCDENR FOR INSPECTION. IF APPROVED, BEGIN CLEARING ~ ~1~\ ~~`-1~ I r.Mwr ~ ~ w war
AND ROUGH GRADING OF REMAINDER OF SITE. ~ ~ } ~ j r 1j ~ ~ ` s ~•..,`t.,_„ ~
4. BEGIN FINISHED GRADING, FILLING AND COMPACT70N OF SITE. \ } f / f~ \ ~ ~ ~ 1 c:
5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FLOW / f E-0 0 MINN#
THROUGH TEMPORARY DIVERSION DITCHES AND INTO SEDIMENT ~ ~j~ ~ ~ `ionep PLE s ~ `
BASINS. ~ ~ \ d s. i~4s P~. ~ o - t =Z= 'LG4== 0 0 wi
6. CONTRACTOR SHALL CLEAN AND OR REPAIR ANY SECTIONS ~ ~ ~ ~ M~. isss~,,G. 2 ~ ~ ~ \ jai ~ ~ d~' ~1~ j/~ I ~ 43\ . ~ i o.2os ~ c,ti ~ ~ ' f` ~ rte-, i r-~'~-~ . ~ _.W= ~ ~ ~ ~
yr ~GmrVrcHRI U~VGRJIVIV VI II~YttJ UHMHIitU UK hIL~tU UN A ~ O ~ / ~ / ~ ~ \ ~ y~ ~ ~ ~ ~ / \ ~ ~ ` r ~ o x'10 05~s . ft ~ \ ~ a ~ - r~ sq ~ q. "f . ~ ~ ~
DAILY BASIS. ~ ~ ~ ~a~ ~ ~ \ 0,0 0 s , ft ~ ~ 1"1. 68 . f , I G ~
7. CONTRACTOR SHALL CLEAN OUT SEDIMENT BASIN AS O~ ~ ~ ~ ~ i-- I~ + I ~ S ti, ~ ,13 . f
OR4WH N HALF FIULL.~N ADEQUATE STORAGE FOR SEDIMENTATION ~ / t~~ \ ~ ~ ~ .L ~ ~ ~ t J l < < 42 0 36 s . t. ~S.q ~ ~ q c ~ ~ Q 0, 050 sq. ft 0
8. CONTRACTOR SHALL INSTALL THE STORM DRAINAGE SYSTEM, Q' ~ ~ ~ C ~,I ~ ~ ~ 1 ~ ~ ~ 12 758 s ~ ~ ' ~ ~ ~ 0 50 s . ft 9 ~ ~ ~ r ~ o _ 7 ~ 1 1 006
BLOCK AND GRAVEL INLET PROTECTION AND INLET SEDIMENT ~ ~ / 4 -i~l"~ NSF / J ~ ` NALD PLEF~ TS ~ a t „4 .~.y
TRAPS. ~ 1045 P 09 ~ J ~ / ~ ~ ' ~ ~ 9. BEGIN FINE GRADING AND BUILDING ACTIVITIES, STABILIZE ~C~ O ~~f~ ~ ~ ~ 95 c~ 2a~ i ~ ~ f f / 05~ sc SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH ~ ~ ° t~ ~ ``~l• " ~ \ 0,099 s . 72 q s 11 ~ 4 ~ E
31 \ . 17 , ft. 85 050 s , ft x,08 s . ft. ¢ ~ .5 ~ \ o 0, 84 s . ft. r q ~p 10, 51 sq. ft
a VEGETATION, STONE BASE COURSE, CONCRETE, ETC. ~ ~ L ~ ~ ~ ~ w} -w-... ~ , o ~ ~ _
10. FROM 15 WORKING DAYS TO 30 CALENDAR DAYS, WHICHEVER ~ ~ ~ ~ ~ ~ / 1 a 1. ra
~ PERIOD IS SHORTER, AFTER COMPLETION OF ANY PHASE OF G~ ~ ~ ~ ` 1 ~ ~ ~ ' ° ~ to.~25~q. ~t!~ ~1 4 q. ft. 10 506 sq, ~ 1 s~ ~ ~ ~t. 10 f ~ q 4 ~ 4
CONSTRUCTION IS COMPLETE, STABILIZE ALL EXPOSED SLOPED ~ ~ 1 ~ ,r~~~ 3 o ~ ~ ~ 8 ~ ~ ~C~! h~ ~y o 0 0 s * 7~ s~ Ni. ~r 0 X5'7 s ft .CN \ ~M
AND ANY REMAINING DISTURBED AREAS WITH VEGETATION AS ~ ~ O ""J ~ \ ~ 13 ,w ~ 5 UG "6^~^, Lul
SPECIFIED HEREIN. w--- 1 `~~l ~ f / ~ \ ~ ~ o0 11. CALL FOR INSPECTION. / f ~ t~ ~ ~ 16 354 sq. ft _ . M 12. AFTER FINAL APPROVAL REMOVE SILT FENCING, AND ANY ~L. ~ ~ r
. t 1 9 ~w.
~ REMAINING EROSION CONTROL MEASURES. ~ ~ tl~t._.~ 2 %"f---S.-'`~-C`'\~"~``~,' q r ~ 0 0 63s.
~ ~ n
l r..
1 ~ ~ ~ t2 6 9 s f . a 14; 414 t. ' 18 ~ ~ f. , ~ 82 o fit, 11,569 sq, f . 11,619 s ; ~ " ^i,~~.. s . ft.
7 X367 sq. ~ ~ ~
~ ~ W,... . / l.,,w 1,2 sq, "`~w--._. 0,07 sq, _ _`.w,~, 1 521 s f .
21 01 7 I Y 76
/ ~ CONS?RUCTiON EN N ~ ~ ~ -~..f~'~ / ~ ~ ~T EXISITING DIR R l ~ f, r ~ : 2 t ~ - ~ ~ww f ' ~ 3,267 q. ~ . 10,39 sq, 2 / . - N
t } i ~..1 77 ~+°b w_- . V-j
0 / y) FR~ESERVED FOR ~ ~ ~ f ~ ~ ".`h. , Y ~ 57 . ~ ....y-.~. ° ~~'".r..r a 1 78 .
A / / W t~ ~ D~GGEt.OFfldENT u' ~ a 1 ~ ~ ~ ~ 11,9 s . f ~
it ~ ~ > 10 510 s . ' 8~ 8 C7 ,..t
3 ~ "'Q`..s"~ w . t u ~ t~laet ~ ~v i ~ r~, ~ c~ M ~ 0,084 s , f I r r ~v t{; ``z ._.M-- l 475 sq
~ ~ I I r _ ~ r~ / {
ti 4 320 06 NCDENR-EROSION vac TOP-473.7?' / ~ O 3 1/25 06 NCDEMR-EROSION JAC Inl~_~62.rJ2 f ~ ' y-.----'-. _ 1° o - _ oT-.-. ? , 'o- ra liar r ta.. ? ~ G ~ ~ f gghh ~ jj \ .~a //^~~y ~ E I J ~ ~ .?1 w~ ,
O 2 125/06 NCDOT-W)DE7JING JAC / / Ar^ l-~'~'~~~~~°.e_~.. -'_a"'-~~-F----.--~._ ~ " _ o to w ~ rv ~ r ~
o ~ t/ts/os Fc aueuc ununes vac EX. FIRE f ~ ~ _ ~ a U a. r/
NO. DATE REVISYON DESCRIPTION BY HYDRANT ~ 1 ~ S• n • 3 T / _c?t U
. ~ t ~ t

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~ ~jj ~ N/F
/ / / / ~ Sq• f ~ \ PARS. LOUISE FREEMHPJ V
SUMMARY INFORMATION ,
DEVELOPMENT NAME: Winston Ridge Plantation S/D 0 ~
STREET ADDRESS: Long Mill Road Q ~ ~ OR \ ~
PIN NiTMBER: 1843-69-7218 Q Cp
~ r~ ~ F~ °%R % 5 FUTURE 3g' R39 ~ ~
DEVELOPMENT l ~ ~ Z H ~ .~'i , •PW4
ACREAGE: 195.719 AC Total Area O~ / / / ~ ~ ~
/ ~ ~ ~ 10' PROP. ~
PHASE 1 ACERAGE: 42.108 AC ~ l 1 / ~ ~ • '~j \ 0 ~ ~ \ EA AINAGE ~4~~ / / / Q ~ \ SEMENT ~p, ~ ~
AVERAGE LOT SIZE: 11,478SF ..,r/ /
MINIMUM LOT SIZE: 10,042 SF ~ ~ ~
OPEN SPACE: 6.16 AC, 14.6% U / /
6 ~ ~ 46
ZONING DISTRICT: R-8 / ~
REQUIRED MIN LOT SIZE: 10,000 SF I--- I J 95 sq. f j> ' ,A~ ~3 5 q. CU
MINIMUM LOT WIDTH: 75 FT ~ ~ ~ ~ \ / , ~ ~
SETBACKS: ~ I ~ r~
FRONT: 25'
SIDE: 6' = I ~ 18" MEDIAN CUR
REAR: 25' ~ I I ~ ~ ~ ~Q ~ X10,452 sq. ft.~ GR PHIC SCALE i
V 200
""7 INSIDE CITY LIMITS? NO Q ~ i
PROPOSED BUII.DING USE: Residenrial Subdivision ~ ~ ~ ~ r- 00
4 4 / C IN FEET )
PROPOSED SINGLE FAMILY LOTS: 99 O ' ' ~ ~ ~1.(1 (14 7 ~ n f+~ ~ inch = 50 rt,
\ ~
OVVN~R: ` ` \ ~o
Long Mill Partners, LLC ~ / ~ ~ ,
/ \ PO Box 1108
Wake Forest, NC 27588 \ \ H D.Bv 5~ PGM 37
919-810-9301 \ ~ ~ ~ ~ ° o~ .ee ~
RP pN 401 r ;:3
ENGINEER: \ \ ~ ° O ~ \ \ \ ©00
Crowley & Associates, Inc. ~ / ~ 1
1906 South Main Street, Suite 122 ~ l \ ~ / ~ ~ ft,sso s jt~ ~y ~ \ \ 99 ~ ~ 1 ~ 97 ~ ~ ~ ~ 95 ~ C ~ f 93 ~I ~ ~91~ I I I
Wake Forest, NC 27587 ~ ~ ~ ~ n \ \ y~ \17,434 sq. ft\` 9g v 2.136 sq. f 96 I1 184 sq. ',184 sq. f.. ` Q.184 sq. f ~ r89 S' SIDE \$,994 9 ff1 ~ ~ ~ ~ i p ~ ~ ~ I
[phone] \ ~ ~ ~ ~ ~ G 2 ~ ~ ~ \ ~ q ~ .ors sq. g4 I ~ 92 I I ~ ~ 90 ~ i ,2~8 sq. f~. I I i ! rYrrrrnrwrrrrsrw~
\ N < 13,381 sq. f~ !
\ / ~ NALD LEASA S ~ ~ D. 10 PG. 209 ~ ~j sq f~/ ~ ~ \"yo \ -J ~ m X10,184 s9J L - ~4 s9 I ~J ~3 sq. eft L .J !
r .B. 96 .247 3 ~ L'-- !
~J ~ ~ 11,521 sq. NOTE: ~ . / BER WINSTON ROAD 3 11521 sq. ft. \ - _
THE OWNER IS RESPONSIBLE FOR OBTAINING ALL RIGHTS OF 0 ~ ~ ~ ~ ~
WAY AND TEMPORARY CONSTRUCTION EASEMENTS TO ~p ~ / N ~ ~ 4 49-_ 59--- ~ - - _ ~ = -
INSTALL ANY OFFSITE IMPROVEMENTS. \ \ ~ j/ ~ DONALD F~EASANTS ~ q ~ ~ i f ~ _ -~----T- 1160 s ~ ~66 sq. f . b.164 sq. ~ . t ~ 164 s~ ~ ~ ~ ~ ~ , ' I ' ~
~ 50 I 52 I I ~ 54 I I 56 28'~e-B I I I I
/ D.B. 1045 PG. 209 ~ \ \ / M.B. 7996 PG. 247 ~ ~ / , ~ x.456 sq. ,164 sq. i .I ~ a.164 sq. t .I ~ 0,506 sq.~ f ~ $8 e-~, CV ~ ~ ~ !
rJ 16.121 q. ft. J L--- L-- L- _i I__ _ a ~ ~ 55 10608 sq-. fLt ~ ~ ' !
~ ~ <11.283 sq.~. ~~F sq~ ~ ~ _I~1 ,v wwv. ~ W !
\ewse~,r / \ 4.94. q. ft. ~ ~ ~ I ~ Q-- - --~I- - - '
~ ~ t MED ~ ~ • l ~ - -61 - 59 - -57 - - - - -
~ \ 46 \ ~ ~ 72,788 s _fit. / 370 s . f 0 910 s~Ft ~0~395 sq. ft./ 5 f~ ~ ~ A CjQ ~ ~ 9~ ~j~ ~ ~ Q I I 87 ~ f__._ ~ ' !
/ ~ ~ / \ N/F \ CONAI_G PLf_ASANTS ~ ~ i / 62 ~~y 71~19~~2 sq. ft~ I 370 sq. 0(994 sq. f~ ~ ~ ~
!
7 ~ 0.452 sq. f>~/ 22.5 s ft. a b.'~ L._ _ I ~ ~ ( ~ ~~0,050 sq~ ft~ Qo ~ R50' ~ ~ ~ ~
8 0,042 sq. ft> / DRI - --_'===mss==- Cd 0 M. Co L.
`C/~ ~ ~ \ M.B. 7996 PG. 207 \ \ /~~0\0 sq. ft~ ~ / 50 sq. ft~ / ~ / 35 I ~//t . ~4 SPACE m ~ ~ 10,208 sq. f / m ~ _
^ - - am of"" cd co
/ ~10~050 3q. ft~ \ ~ ~0 3 sq. ! ~ ,2 1 sq. f . ~ 66 I I i- - - - i - cd
~~lJ O / ~ \ ~~f 0\ sq. ft~ / ft ~ ~ / ~ ~ ~ ,11,088 sq. ft ~ ~ (D (D ~0
y / ~ 36 ~ ,L i ~ ~ ~ ~ I 86 ~ I ~ ~ ~ 42 ^~to~363 sq. ft. ~ ~2 ~ ~ ~ ~ Asa sq. ~ . ~ ~ I io iss sq. r~ ~ i I C: 0
Z
\ ~ 0,050 sq. ft~ / n/r- \ ~ UJ
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