20010486 Ver 1_Site Plan_20010328

l°"~u ~ _ _ . ~r ~
c H NORt LINE N TABL CURVE TABLE LIE E
sMl~ $ 18 to 24 ~f ~ NATURAL LINE DIRECTION DISTANCE CURVE LENGTH RADIUS TANGENT DELTA CHARD BEARING CHARD
~ ~ 2 MIN. LINE DIRECT] o COMPACTEO GROUND 5 '~a ` ° LS S31°53'01 LS S31°53'09"W 34,00' C1 60,85` 67,30' 32,68' 51'48'26' N54°5756"E 56,80'
~ ~6' ~ SOSL ~ ~ L2 N70'46'S~ 4 L2 N70'46'S2'W 3293' C2 40,86' 71,44' 2L0]' 32°4b'04' 586°22'04'E 40,30' NORTH
SRS ~ -11~~/ ~ ~l~ ~1 L3 S01°55'0; a ~ 2 2 ~ ~ L3 S01°55'05'E 70,54' G3 39,00' 67,90' 20,06' 32°54'35" N85°38'26'W 38,4T
~ tai $ ~~i~ ~ ~ SITE I. GRAPHIC SCALE
~ ~ ~ E%I5f, f'RNATE ORNE ~t ~t 40 0 20 40 80 180
MAXIMUM SLOPE
NATURAL
GROUND Temporary Dlverslon Dltch ( IN FEET )
f NO SCALE 1 ~o 1 inch = 40 ft,
TEMPORARY CHECK DAM
~o
Pa RIP•RAP VELOCITY DISSIPATOR
~2- 36" RCP LEVEL , APRON LENGTH: 5' LEVEL SPREADER .APRON WIDTH: 4'
° 'L:44' S:I% ~ QIQ:O.. OIQ:0.20CFS USE 3 OIA, STONE, 12 THICK
ENTRAP -:INV. IN : 244.f9 ENTRANCE WIDTH:10
V. T: LENGTI IN OU 243.75 END WI LENGTH: 10~
VICINITY MAP DEPTH END WIDTH:3~ 15°RCP DEPTH : 0, 5~ L:52~, S: I%
INV. IN :260.72
INV. OUT: 260. ZO
DRAINAGE AREA= 46 AC. C: 0.40 R,
TIME OF CONCENTRATION:13 MIN,
I10:5.57IN/FR,I25:6.44 IN/HR, ,
f100:7.631N/HR c'6 C/L EXISTING PAVEMENT ~ STA, 10+00 NEW DRIVE
QKk103 CFS 025: I f9 CFS LDT 41 f
0100:141 CFS _ '0
F~ - ~ ~S EXI T, CABLE TV PED ~s~ 0 - MFG DRAINAGE AREA: 4 A l 0. 8 C. CABLE TV)PEDE AL ~ f , USE C: L0 Ip:7.22 IN/HR.
~ r \ ._..250 r - F C \ EXIST. 15" RCP , / NP 410: 3.5 CF
9,~ A,P / / r ~ S Canstruciion Sequence nn M '1"j 1 O 25:4.0 CFS 1. Obtain approval from North CaroFino Division of Water
9 ~ ~1J Lq ` I ~ or J / t W ~ r r i in 4 \ Ouolity fo channel and Neuse Buffe mpocts. Obta ` ~n
EXIST, SAN, MANHULE ~ tiF F \ / i d d \ S[~ r driveway permit from NCDOT. Grading permit not required r ~ 'C ~ for disturbances less than 1 acre. ~'x
~f ~ ~ ~ ~ o f ~ \ r ~ N Ol - ` ~ 2. InstaN gravel construction pad, temporary \ \ ~ ~ i n iR fencin °nd ediment basins / ~ ~ v \ ~1 divers o s, s g s
F,p f ~ tiF ~ \ ( ` ~ as shown on the plan. Clear only as necessary. \ w ~ O to install these devices.
LOT IDO w 1 ~ I/ 1 I d ~ ~ 6, ~ ~ ~ 3. Begin clearing and grubbing.
~ 72 ~ ~ ~ l 34' 1 n ~ / F I ~ a~ I ~ \ ~ i h i 4. Maintain dev ces as needed. Roug grade s te. ~ ~ 5. lnsiall storm sewer and protect inlets with siH fencing,
LOT 99 D~tCH N - ~ I i ~EIP ~ ~ ~ „ tic.,-; im n tr or a h r o r ved measures as shown p \ sed' e t ops t o pp o ~ E G\ \ fdf ~ on the plan. Continue with construction.
.3~0 a X79/ 'L. ~ ra VEt- \ \ t f ~ fi. Stabilize site as areos are brought up to finish grade A °o \ \ ~ a ~ ~ with ve etation, pavi ,etc.
t `w~ o _ / 6D 20 D 20 ~ ~ \ L ~a ~ g ~ 10 6 ^ ~ ~ \ \ \ ~fM ly 7. When construction is complete and all areas are
END NEW GRAVEL DRIVE a C ~ pR6 W AT STA. 13+85.56, 30' 4~ O, °OZ 3 ~ i- ^ \ f fH stabilized completely, remove temporary diversions, sift °02" 3 \ \ \ \ df \r 6 fencin ,sediment tr° s, etc., and seed out or pave any \ ~ f 0 9 P
EI NG - ~ o ~ 0, ~ 1~, ,y t7 \ ~ ~ \ OFA result'urg bore areas. \9~ \ \ \ \ f
IS11NG UNPAVED PARKI / ~ ~2- ,W EX ~ ~ ~ ~ \ \ \ \ 'yf',y TEMPORARY \ ~r
S85'38 4z 1 \ \ ~ \ ~ \ DIVERSION \
4 .84' / / / 32 , ~ / / EI i ~rY ~ _ i \ \ DITCH \ °frc \ ~ \ ~ ti ~ \
/ ~ u rc C ~ \ \ \ R _
~ l ~ l ~ ~ 1 \ \ \ \ ~W \ \
G ~ ~ / ~ 1 \ \ ~ Seedbed Preparatbn \ 1. Chisel compacted areas and spread iopsal 3 inches deep
XIS DIN \ \ over adverse soil conditions, if available.
B~I~ ~ / ~ ~ / ~ ~ ~ ~ I \ ' 2. Rip the entire area to 6 inch depth. \ \ 3. Remove all loose rock, roots, and o#her obstructions leaving
/ ~ 1 ~ / ~ ~ ~ surface reasonably smooth and un'rform. , N 4. Apply agricuNurol lime, fertilizer, and superphosphate uniformly
/ ( and mix with soil (see below t). / I 5. Continue tillage until o weN-pulverized, firm, reasonably uniform
~ ~ J - / I / / / ~ ~ w / I swwdbed is prepared 4 to 6 inches deep. 6. Seed on o freshly prepared seedbed and cover seed lightly wish
~ ~ I 1 / ~ ~ ~ 2 I seeding equipment or cuftipack after seeding.
h / ~ i/ 7. Mulch immed'wtely sfter seeding and anchor mulch. / 8. Inspect all ceded areas and make necessary repairs or reseedings
yo ~ , ~ Z ~ / I within the pbnting season, if possible. ff stood should be over 80X damaged, reestablish following original Tune, itrtifizer and
z ~ - ~ I ~ ~ _ ~ see~i~nq rotes. 9. Consulf Comervetlon in3pect°r on maintenance tre°tment on ferliGmtio
~ o ~ F ~ after permanent cover is e~iai :;-hed. ~
~ _ ~ ~ o PoP-RAP 1IELOCITY DI AP VELOCITY DISSIPATOR ti
TDP OF BANK i ti APRON LENGTH: 30' * Apply: Agricultural Limestone: 2 Tons/Acre N LENGTH: 30 Fertilizer: 1D-10-10 Morysis of 800-1000 Ibs/Acre
i APRON WIC3TH :12' N WIC3TH :12~ Superphosphate: 500 lbs./Acre of 20X Malysis Superphosphate
EXISTING DITCH IS SUBJECT TQ 50' NEUSE RIPARIAN BUFFER, usE 13"DIA.sTONE, 13`~D?A.STONE 24~~THICK Mulch: 2 tons (Approx. 80 Bales) SmoO Grain Straw/Acre Mchor: Tack with Liquid Asphalt of 400 golkms/ocre or Emulsified Asphalt at 300 galbns/Acre.
LOT 98 TDP DF ANK
TEMPORARY CHECK C ~RARY CHECK DAM
USE 13"~DIA. STONE' 13~~~DIA. STONE
EIP ~
S~~ ~~~9 5 SEEDING SCHEDULE
Shoulders, Side Ditches, slopes (Max. 3:1)
DATE TYPE PLANTING RATES
Aug 15-Novi Tall Fescue 300 Ibs./acre
Nov. 1-Mar 1 Toll Fescue 300 Ibs./acre _ _ _ & Abruzzi Rye 25 Ibs./acre
" ' Mar 1-Apr 15 Tall Fescue 300 Ibs./ocre Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs./acre
s 1 Jul #-Aug 15 Tall Fescue and 120 Ibs./ocre
I I ~ ~ "•Browntop Millet 35 Ibs,/acre 7) Zp p~tV~i 'r+'ror Sorghum-Sudan Hybrids 30 Ibs./ocre
~ VET- 17 G~
Sbpes (3:1 io 2:1)
II Mar 1-June 1 Sericea Lespedezo (scarified) 50 Ibs./acre Il fro, mar 1-Apr 15 Add Tall Fescue 120 Ibs./acre
I(a / ~ \ Mar 1-Jun 30 or Add Weeping Lovegrass 10 Ibs./acre 1~ l M°r 1-Jun 30 0~ Add Hulled Common Bermudagross 25 Ibs./ocre
~ EIP _ - Level Spreader (not to scale) 11 Al Jun i-Sep 1 'Toll Fescue and 120 Ibs./acre
do= "'&owntop Millet 35 Ibs./acre •'•or Sorghum-Sudan Hybrids 30 Ibs./ocre
3• Sep 1-Mart Sericea Lespedeza (unhulle-unscarified) 70 Ibs./ocre II and toll Fescue 120 floc./acre
y~;"~•• ~ ~ ~"'",.~~;w.,:;~„.w,. °Transition I ~ (Nov 1-Mar i) Add Abruzzi Rye 2S'Ibs./ocre
A STONE DIA.~ Vegetated a.•, b' 4;,~`"~.; , . A _ ?t~i r~ ~ n,n ,o. d : ~ diversion 'u:~" o-~,•r~ to0grade N u• Consult ConservaCwn Engineer or Soil Conservation Service for Additions;
~ _ ~ u, ~+I4 .Ai..'"~~P ~ ah y~ •""1I d,~\ Aytl.~ d. A•• information concerning other alternatives for vegetation of denuded areos.
~ttµ~;;,ly~ ~ y~\ . ,y. ` y do- b ttSEE APPROPRIATE SCHEDULE idi~• .u„y",. ti ~,..2 y, yi. 1~ il~ '~I" bd• G ~E The above vegetation rates ore those which do well under local conditions; ~ ocher seedin rote combinations ore ossible. °w. 9 P
FOR pgAENSIONS "IYt1, M,,,!~e,,.,~ ~ .t d' a yl~ , N,, \b`' ~ PLAN VIEW ~y aT'd pw~ w~ 1,".'b,~•~/"'-~ ,0• `"1'~~ w a~"
_ _ '''Temporary -Reseed according to optimum season far desired permanent vegetatron. Oo nok allow temporary cover to grow over 12 m height before
,,~M „N, Y~.~~p' ry;,r~,1~`"';j,.. ~ „I ~ ~~1• Staff • '^'1' StabIIlZeCI mowing, otherwise fescue may be shaded out. ,»+y~ • slope
r#~'~»~^,,,,~' • a. ,,a w?. / ~ slop r••
d Stable a• , ~u, ,S, ,°t.,
ItAwM.)r,prar~a4aNrfOowad~oara undisturbed lw 'il ,d,, ~ .N, d1o~ ~ ,Jw \ , ~ L ~ ECTION A-A " fTrathedttor aatarial. I t may, I, ~ II, U,, tiµ, ~ yv. >v,,•
S 4I.tiIi bdliai OUt e NOTES (I) Ir13fim~tlMmoxlnwm ~toeldgMlM \vllr kl~ I` I` ~ ,~n.~ 6i I, +~"•a'° •.a... 1~
TYPE A-PIPE OUTLET TO 17.AT AiiEAWITH ND - y,~ w>!~ man s I~w , w,l'~ M1S,, MJ~, r~ ~ ~ W '~w. DEFINED CHANNEL ~r~ Y4~ ~ ~u, u.• ~
l21 It+I` oboes macimam taihwtK a top of . ~ ~ w f~ biP ~ h„ k`r' ` uN,
ehowlbaeklrNCMvpi111wI. Nu.~~' ,"~t~ r~' 11,E ~I,. V~(~, 4u1( ..1~.. ,So.. ~ 1, ~`I• 1 M' ,~I„ Sh, wll`
(3)Lo'LonptAof npmpapron. ~N ~ HI~• t
l.. k DENUDED AREA=0.60 AC.
e e
do do" _
Lo: ross Section
dt . C
PLAN VIEW STONE DIA,= d~
L. terial Variable +k SEE APPROPRIATE SCHEDULE Ma PROPOSED DRIVE
DIMENSIONS Stapled In
I FoR ~I,F,~• = 252- ~ 4 place g " ~ - - -.._.I SAL [\lEW COVENA T FIFE SHEET N Date: 3/20/01
min I ~ CA a• Rot a - BAPTIST CHURCH -l ~ i
iH stone dial!", praW~ Wotafil~ wdwliaer or I SECTION B-B I) ~ I I____. II~ ~"(min.){E6TrwMdrtorobeddinpnwtwid. - III1=111' --1 I' - I ~ ~ , 11 4 9 Scale: 1 =40 NEW DRIVEWAY
_ - ~ ~Mn cueaTdat - , f1--11i1 _ ~I~ll-==~T(= i ~illl.•-1~ I~PI 11 ~1~~_~ll II I f -III Jo. o~.
I 'I rrre n-nre VU iLcI IV ..«L_-L,~..- Level lip ~ Jill I(I I, j1qr v
of spreader= IIII~ (II~IIII=~I~~ MARKS CREEK TWSP. WAKE CO. N.C. 18065 Drn. By: MTB a. OF
4 : M. T. BURDEN ENGINEERING, PLLC Chkd. BY: MTB
CULVERT OUTLET PROTECTION Buried 6° min
-no SCALE- Field Bk: 107 SALEM TOWNE CT. APEX, N.C. 27502
3~ Date Revision By PHONE: [phone] FAX: [phone]

/-.r-
d13

CURVE TABLE LINE TABLE
T NCE CURVE LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LINE DIRECTION DIS A ~ 67.30' 32b8' 51'48'26` N54.5T56'E 58.80'
Ll S31'S3'09'W 34,00' Cl 60.85 C2 40.86' 71.44' 21.01' 32'46'04' S86.22'04'E 40.30'
L2 N70 46 52'W 3293'
• ' 5'E 70,54' C3 39.00' 67,90' 2Q06' 32.54'35' NBS'38'26'W 38.4T L3 SO155 0 , d13
Z_
0
~~d
d~ 1
I o~ ~
• I ~ / ~ ° ~ _ ~ I I •LS~
~ I , r ( I - GRAPHIC SCALE ~g Ny
~ ~ ~ I ,y 1 \ ~ ~ ~ - ~rYb I~bdl 50 0 25 50 100 104
g~a ~3S ~ dal aaN ,
o~? _ OS 4 h 1 1~3
'0 ~ ~ ~ ~ / y ~ \ \ ~ ~ 1 ~ rgns i ~ _ - SI N~ IN FEET lIa c ~
br \ ~ \ ~ ~ / ~ \ ~ ~ \ ~ i "L, `C\ ~ ~ I ~ ( ~ 4 ~~I1 S 1 inch = 50 it~ ^i osz IX~
~ \ ~ I l ~ d ~ ~ v I ~ ~
~ v \ ~ ~ I I 2-3~ RCP " l ~ ~ ~ ~ _ ~
~
- ~ ~ A ~ / I I P. ~ \ ~ i - ~ ' e6 tp7 i ,-~i
~ ~9 \ 'cl 1 ~ , r
P F / ~ F i3nv boa a3 oad ~ ~ ~ ~ . ~NIQlIf1S
~ / ~ r / / / y ~ - ~ / ~NIlSIX3
ti ~s ~ ~ j J + ~ ~ 3 ,o ~ - ~C
A `~1
. ~ A3 A ~ ~ y I ,OE J N ~ I ~ ( .z t rti ~l ' I - ~ I
3 r cY TOBr2 .01 / ~ ~Naadd Q3gy~ ,b8~~b
3W3nbd ~ OO+pI b rti N TOB.-250.20 ~ / dl ~ do NIISIX3 ~ ~ ~ I __3 / ~ 3~I 9SS8.Et , 9NI1SIX3 M.~ ~ b,8 d13~ dd 13,~yd~ M3NS lb ~.sBS
~ ~ZL'b~ ~ QN3
~e 3Q3d~ J ~ TA.B.-250.36) ~ 4 1 3 C ~ ~ ~ ~ ~ --~~=9£l6[N
x3 ~ , I d 1~
~ ~ , a9 ~ ~ ~ ~ ` d ~ 1 aP r
15 RC d' Ib d~a ,sl ~ ~~a ~ P~ ~
lQ~ 1SIx,1 7 \ ry P ~ ~ OOI1 41x3 7~~Z 3)pHNy p~ '
~I ~y N Ndg '1Six dyr 3 65 10
~~'r 0 ?
PVI STA = 10+64,08
PVI EtnEV = 261,95
N A,D. _ -5,50
K = 9,10
° I I ,
vc so,oo o~°~~,
°~N°o~ o°
~ m N o LAW PAINT ELEV = 250,75 ° N > `0 + ~ N T 7A = 12+51,62
N ° N ° LtIW PAIN S
~ aa. PVI STA = 12+50 aw ~ > >
~ w w w ¢ W Q~ PVI ELEV ~ 248.U4 E'-= N ? J F- J ~ W In
. J w ~ W A.D. - 14,69 !n
z ` ~ a. U U ~ K = 10,21 ~U Ao > > > > + M
W w d n. a. o_ 265 ~ 265
C
1 0.0 M~ N
41 Y ~ ~ u~ ~ ~ M I X In ~'j W N
~ u~ N u~ \ + N + N N ~ ~ + N ~
r, ~ ~ ~ M ~ .260
260 15 RCP \ ¢ w ¢ w W J
I- J t- J ~ ~ W N W t- J W Vi W
~S U U FlN1SH D GC -GRADE i- f-' '
~oy > > > > ~ ~ /.I~ d d
255 255 ~ -
. EXISTIN CIL RARE \
~ ~ i
250 - a H 100- 2 z50 -H 100= 2 9.36
245 245 i
2 -36'~ RCP
INU I =244.19
240 240
J ~ ~ N ~ ~ ° M o ~ ~ o ~ ~ ~ m m m ~ ~ m
U W N N .-i p~ f` In M N O ri r; (h (n ~p ~0 ~D U1 U7 In N In N N N ~ N N ri ~i ~ In N N
N N N N N N N N N N
W L7
10+00' 11+00 12+00 13+00 00 14+00
I PROPOSED DR VE
SHEET
SEAL Date: 3 2001 NEW COVENANT LIFE
CA 1 =50 HOR. e ~o ..p BAPTIST CHURCH ~,ap~ ,.....,,t~ Scale: ,
~_c~cls~~~ _ _ 1 =5 VER.
{rt `..a. e
V MARKS CREEK TWSP. WAKE CO. N.C. Drn. By: MTB OF
18065 M PLLC M. T. BURDEN ENGINEERING, INt
Chkd. BY: MTB
y C .'*0001'00 ~ 107 SALEM TOWNE CT. APEX N.C. 27502
16 gig, !~i Field Bk: 303-3710 FAX: [phone]
Date Revision B PHONE; (919) Y

PIPE DIA.
. WIRES V HWY Yy ao
54' MIN. MIN. 12 1/2 GA '4RWQLF ?77 T~ S ?77 a 00 SUpP~Y O
I STEEL OR WOOD PAST ~p UPPC Y
WIRE FABRIC
o ~ g ~ FILTER FABRIC /
. o ~r • JJJ j f ~ R~ v /JJJ~u ~JJJ.~JI RIPRAP n 0-)
N : • W W W ROAD STONE ~ x ~ it (D LF)
' ~ U ..~~1;ONT1NUE5„ . o ~ ~ a ~ N ~ o I
n ~ ~ N _ ~ i 400 N
0 rmi _ ~ z ~ OP`r; ~ .R. 1102 p 0 w o
PLAN cQ'
v ~ ~ ~ COMPACTED BACKFILL ' FILTER FABRIC
U ~ EXISTING GROUND LINE TYPICAL CONC. SI 5010 00 X
15't 35't P~ ~ _ ~ FLARED END ~~i SECTION W i- Q
„ ~ / N32'4815 E TE,WFORAR~r coh~~P~„r~nnN ~ INTRACO N - ASTAL M wATERwA Y W w Ld LL-
fi1.61~ 4~ ~ V ENTRANCE -SEE DETAIL ~ IsoMETRIC vIE1+Y
Q T~ ~ ,`0 S EL sTEEL POST OAK ISLAND ISLAND z F-
Z P POST wDaD POST ALTERNATE; IN LIEU OF BURYING SKIRT, 6"
? ONE ~ ~ ~ f4 ST POST AP A I ITY M VIC N ~3 WASHED STONE MAY BE USED A Y MAP -00
o ~ ~ s~. S55U11 14 E 0~, TO ANCHOR SKIRT NOT TO SCALE SCALE I- z
~ ERAL NOTES: ~ , . GEN SECTION 52.88 g ~ S), IMUM OF 32" IN vuli ul OF 32" IN VdOTH AND SHALL
i .G~,i . .s. • ~ ~ " FENCE FABRIC SHALL BE A MIN 'y, N504813 E HAVE A MINIMUM OF 6 UNE WIRES WITH 12" STAY WITH 12" STAY SPACING. MAINTENANCE NOTES: GENERAL NOTES: zo z co
- 60,26 FILTER FABRIC SHALL BE MIRAFl 100 OR EQUIVALEI ~0 OR EQUIVALENT AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL ~ c D HAZARD ZONE °A" WITH NO BASE W ~ F I
CE ALL BE A MINIMUM of 3fi IN WIDTH. AN SH TR N TIO C TR S 0 C RY PORA TE BURLAP CAN NOT BE USED WHERE SILT FENCE IS DTN. AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS r~ ~ W 1. PROPERTY IS LOCATED IN FLOOD HAZARD ZC SILT FENCE IS TO REMAIN FOR {ALL BE MADE IMMEDIATELY. ELEVATION. FIRM COMMUNITY No. 370295, P lo. 370295, PANEL No. 0360 E, 4/91. CD N
A PERIOD OF MORE THAN 30 DAYS. NOT TO SCALE ~ SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE ENO 2, TRACT TOTAL: 32.57 ACRES Z z
STEEL POSTS SHALL BE 3 0 IN HIGHT AND BE C LIGHT AND BE OF THE OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE PTT.Y 3. ZONING: R-7500 _ FABRIC SHALL 8E REPLACED PROM
~ S8 pW f SELF-FASTENER ANGLE STEEL TYPE. ~ 5g W000 PASTS SHALL 8E 6 TO 7 FEET IN HEIGHT A IN HEIGHT AND 3 TO 4 INCHES SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST IPE ~ 4. MINIMUM LOT SIZE REQUIRED: 15,000SF ET S@IMENT DEPOSITS do P 5, OOOSF r-
~ 62,85 i 9~' \ IN DIAMETER. WIRE FABRIC SHALL 8E FASTENED TI 3E FASTENED TO WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. la a APRON LENGTH MINIMUM LOT SIZE PROPOSED: 24,088 SF (.F " BE REMOVED " 24,088 SF (.55 AC.) O FS FOR LOTS LESS THAN ONE ACRE CV 0-)
i ~ NC GRID CO~DINATES WpppEN POST WITH NOT LESS THAN ~9 WIRE STAI ~ 1p . I \ Y N=fi7,692.04 SILT FENCES SHALL BE INSTALLED AROUNp ALL Ci N ~9 WIRE STAPLES 1 1/2 LONG. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER W a APRON WIDTH 5. MINIMUM SETBACK REQUIREMENTS FOR LOTS AROUND ALL GATGH BASINS. BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING 3 X PIPE b MIN FRONT: 25LF
~ c~v~ \ X E=2,273,856.85' SILT FENCES SHALL BE PROVIDED A5 NECESSARY 45 NECESSARY TO PREVENT GRADE, PREPARED ANO CEDED. d =APRON DEPTH PLAN BACK: 20LF
~ ~j I oo EXCESSIVE ERASION. / N CO \ ~ ~I ~ ~I II ~ 51DE: 7,5LF
O~ ti I ~ \ E MAX. HEIGHT: 4~ FT N FE SIL ARY R P M E
t 31 , N _ I \ La 6. ALL INTERIOR ROADWAYS WILL BE PRIVATE. NOT TO SCALE 3E PRIVATE.
2 211 SF ~ wEee ~ , I ~ 7. PROPOSED UTILITIES INCLUDE: FLOW INDIVIDUAL WATER AND SEPTIC SERVICE AS SERVICE AS APPROVED BY
MAP BOOK: P PAGE: 391 ~,<v Lot 30 \ BRUNSWICK COUNTY HEALTH DEPARTi`AENT. :PARTMENT.
r,~ 39888 SF \ a Ili~l~il
I I I III- II I I _ - 8. WETLAND BOUNDARY DENOTED; _ = I III I II WETLANDS WERE DETERMINED TO BE ISOLAI TO BE ISOLATED AND OUTSIDE
Q ~~0~ ry ~ 9 ry 12 \ ;IIIIl~,111.,,, - - - NGINEER' JURISIDICTION OF THE CORPS OF E OF ENGINEERS, PER ALAN DAVIS, USACE
~ ~ ~ ~ 5,gg ~0 0 ~ m~ d 9. STORMWATER FLOW INDICATED:
a• • fi 5g ~ ~L SECTION A-A , 10. ALL CUL-DE-SACS TO BE 50.0 RADIUS d;;moo, RADIUS
Lot 32 ° ~ ~ • ~ .a , FILTER FABRIC 11. BRUNSWICK COUNTY TAX PARCEL NUMBER: EL NUMBER: 0000 2360 0 003 05
23782 SF ~ a~92 , ~~~4s \ 2 A,~ FRAME, GRATE & HOOD GRADED, BUT CLEANED OF VEGETATIVE zE
B 12. EXISTING DITCH TO REMAIN AS GRADED, BUl N.c.D.o.T. sTD. ~a4o.03 CULVERT PROTECTION DEBRIS.
~ c. ~ d CO
lot ,25 \ 2 (P a' ~ r51. ~ r r4'~ I9 0 ~ 28759 SF `x: 6ACK OF C
~ ~ ~ BACK OF CURB _ N U CTI SE ND DE RE LA TF PA RA N RIP
Q ~ o. IMPERVIOUS SUR NOT TO SCALE "ACES:`
16 h~ ~ 3 ~ ~ti 9 Y N T~ ! g2 ~ 0 R ROADS = ~ = 1.7 co.
~ LV t 33 v. ' j ~ ~ _ = M7 N , N N N 6 2 -2 • ~ 6 38 LOTS ®7000 sf,/lot - I Clot - 6.1 ac.
~ Lot 26 N 26039 SF o o ~S+ OUTLET PROTECTION
~ ~ Lot 24 3,2181 SF ~ ~ ~ 9 ? MENSIONS - ' SEE APPROPRIATE SCHEDULE FOR [X TOTAL - TOTAL = 7.8 ac.
o ~ 31704 SF ~ _ _ _ - ~ - - - - - a fs the len th of the ri rop apron. FES ~1 ~ 1' L 9 P TOTAL PROJECT AREA = 32.5; 1REA = 32.57 cc. C;d
r5 cQ~ ~ 2, 6 ~ W W ~ ~b ~ I 2, d = 1.5 times the maximum stone diameter but do = 1 B° da - 18 do = 24 N not less than 6"
45' R 2 ~r a ~ N 1 5~ ~ - I i ~ G \ N _ F~ 8 La = B' Lca = 8' La = 12' N 3. A filter blanket or filter fabric should be
(FU TUR s RCp G I E) ~ #j ® o P ~ m W-6N W-6' W-6' REA I oll foundation. _ _ N _ " IMPERVIOUS A 100) • . Iled between the rI ra ands d _ g d - 18 ~ \REA (100) - %
153.9' ~w •8~ "v ~y, ~ M iv .(E © ti~ a 3 0 M iv Insta P P d- 9 TOTAL AREA ~-0 - _ _ X S A Class A Class B Clas -
~r 1 "s~ ~!Z` ti \
ARE r ~ ~ ~ ~ ~ s ~ 7.a aC. SECTION Y (too) - za.o (100) = 24.0 % O
/ \ s. ARE VI _ P 0 ~ ~ 32.57 ac.
Lot ~ qRE ~ti / 9~ ~
i Lot 27 / qR ~ 24120 S eq ~ ,24611 SF / N j R r
DISTURBED AREA = 4.i ~ 4REA; = 4.1 cc. w~
16 ~ ~ ~ 24LF 18 RCP ~ .4% ~ 9.BS i Lat 23 ~ ~ ~
4611 SF t~ ~ / # 1 Y 2 ~ D ASSOCIATES ~ /~Pti cP. z ry >00 fy 00 0 04
SOUTHWIN . \ / ~ PLAN 61 :.t~~. o s PLAN 0 100 200 200 300 CD U ~p
~ Lat 35 ~ I ~62 ~ N LOt .29 \ FUTURE DEVELOPMENT I / 2 / ~ M ! N " 15.0' ==MEN 0 DWZ~
24364 SF ~ ; 12 ~ ' e ~ 33406 SF SOUTH POINTE ~ CpM ~ / /Q ~ 6 3 -0 6
P S ~ CE ~o ~ 0 Lot .28 I Q Q 161.62• W 9 C) \ ~ z _ SCALE IN FEET I ~ U °wz~
195. ~ w,w ~ . o.:.:.: ~ ~ 30143 SF ~ LEGEN D WYpr~
4i Q 2 ~ NOT TO SCALE ' TO SCALE N O -i CD O
• Lot 3 ~ ~ ~ Lot 22 163.35 ~ PIPE
. z4o8g sF 1 ~ ~ 27174 SF AREA U i , 5' ~ ~ INDICATES COMMUNITY ARE /i\/ / / MMUNITY AREAS 00 z z o! O 5
E A III 4' ~ \ , ~i
A rev N, ~ 8 ~ PVC PIPE \ Q,• 171. ~ 5EE SEC?lON A-A Lot 15 . ° INDICATES JURISDICTIONAL 0 00 3: ?ISDICTIONAL WETLANDS
a• I ~ RIPRAP PROTECTION ~ ~ v `o / ~ DELINEATED BY LAN~7 MAN S CTION X / ~ 'Y LANO MANAGEMENT" CORP. L.J._
m . RLA.---~- So 36541 SF \ ~ ~ A-" 111 8j, `v', ~ E , (n w
E ~ o~ PR 64 ~5 \ ~ EXCAVATE BELOW DITCH PROFILE T4 FORM SEDIMENT BASIN DRAINAGE SWALE - V J Z
o Lot 37 .33 I Lot 21 \ \ FILTER TAPER BACK TO STANDARD ~
2 ~ ~ z. ,24854 SF 26921 SF ,o, w Lot 16 ~ N ~ \ , FABPoC °O LE IN 80LF SWALE PROFI RIPRAP. r~ PIPE o O o
N; ~ ~ n a 36370 SF \ 5i. ~ 90 Lot 14 OUTLET
r3 _ ~ I 78 , 8 'li 9~ \ c~ CK DAM 1 RO ry Cn
~ 'D 9' ~ 3 2 SF ~ ~ ~ ~ \ M~ ~ 9 88 PROJECT BOUNDARY NOT TO SCALE w
t 38 Q ~ D 66~ , ° La w m Lot 19 ~ S o \
12 SF Q ~ = ~ 57 SF ~ F ° ,275 I La 20 338 ~ 9 ~ ~ \
5~ ~ 32 SF F Lot 17 zl \ 10
NP A b~ ~ o. N 1r • ~ 3. / ' ~ F 29242 SF .EXISTING CONTOUR LINE
~ ~ / Z~, ~ ~ o + ~ Lot 13
WIRE FENCE AND BOLE e' 5' 12' 3• FILTER FABRIC -
~ ~t\~ ~ _ ~ / _ . _ I 31037 SF \ pROpaSED CULVERT 0-- F~
9s.o~` _ 5 Lot 11~ f ~ ryry. / ~ POST(4 REQ'D.)
~ 95 ~ ~ ~ 24370 SF ~ w/FES 4'
~'r1 ~ aJ 2 ~ ~y e~ 3 g5 ~L`~ rph g `O 43~ , ~ N
.03 h'o ~~u \ s 1 ar.~' , - h 4s 4 , , ~
°i ~ 95. 5~~~,~ 6 0 , ~ X57 e e ~ PROPOSED SILT FENCE ~ STONE so o ~ ~ 3: r
rn' 0 82,34 ~ \ 2 ~ .F N ~ ~ ~ ~ ° ~ ~v GRAVEL _ I tit a~QB god i o°o ®~0 00 g® ~g
~ - A ~ ~ Re C.I. #3 r ~ ~ o SUBGRADE o a o 00 g o o
~ a - Lot 12 ~ ~ - - - F "4" R;,P 2 ~ Dy,~ , 4aL t v ~ ~ / ~ / g ~ ~ o ° R POSED CHECK DAM ~ z i o~~ o P O ~ \ c~ - r^ \ - r c 0°a~~ ~ ° 0 I-i . i ~ o ~ 0 0
c ~ ~ 9 s3 , @ .s~ 33131 SF ~
9 N ~ r FES ~3 F\ ~ ~i ~ ~ 1 sTa81f 9; , GJ \ ~ ~a ~ STORM DRAIN I- ~ / ~
o Lot 11 \ ~ ~ CAf~IA 7... ~ ~ ~ 5 ~ cn o, .O ~OHSERVATI ~ ~ / • • CATCH BASIN • • ~ PROPOSED ROAD HIGH POINT ~ ~ FILTER DINT X HP
~ 29979 SF ~ ~9• sEYBACK 6 o~ ~ ~ n~. ~ ~ 1.0 ~ ~ ! FABRIC X57 STONE
- U 0 9 Q ~ ~~,~y o 2;5 , 2 ~ ~ -0 RIP RAP
MIN MIN, 9" ROCK ~ PROPOSED CURB INLET W/ V/ o
9s - _ _ M _ 5g ~ M---- z'~ ~ ~ INLET PROTECTI
EqN HIGH - - ~ ~ ~ WAIF - , ~ 95` UNf ~ ~N ~ ~ ` S SECTION
~ ~ ~M ~ 1 5 DAM CROS ROCK
~Illc s~` ~ A ~ o ~ ~lllt ~ , t~ ~ ~ ~ ~ ~ ' ~ NOT TO SCALE DRAINAGE AREA BOUNDARIES RTES AREA III AREA IV
6 to ~ ~ ~ ~ TION CONTROL EDIMENTA INL T S CURB
~ ~ ~ r ~ ~Illl. ~ ~QJ4' q N NOT TO SCALE
.~1Vc slllc N8p• ~ s S1 ~ t~ ~
.~111~ ?8 ~1g,s~ ~ p O DENNIS DOYIE Z
X68 ~ ~ , MAP BOOK: 0 PAGE. 1 gS , ~ ~ ~ ~ VI
~ 8 d ~ ~ ~ ~ ~ ~ ~ Ar ~ 120.
L ~llc s2 ~ `~Tj 126 C I/V' .ililL , 30 ~ s PROPOSED 24LF B" PVC
CO ~lllc m ~ . ~ p EXISTING DIRT ROAD
Al ~ I- - _ , ~ RIPRAP PROTECTION TO BE ABANDONED
~T,~ N 4 ~'tjy YQ 18 O
~Y ~ rs s.ss. a ~ ~Ill~ , ~ 1d YEAR STORI 10 YEAR STORM WATER LEVEL
ER0610N CONTROL NOTESc ~ 3
L 8E IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ~ ~ z 1. ALL CONSTRUCTION SHAL ~ ~ - 5 --u,--- _ - = ~ EXISTING WATE EXISTING WATER LEVEL
2. SUFFIgENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO o ~ REAS ~ ~ RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED A ~lllc m 1 ~ . - \Ory i~ I
OSIVE AND STABLE WITHIN THIRTY (30} WORKING DAYS 4R 120 0 ~Illc SHALL BE HONER ~ L TiNG 12p CMP EXISTING DITCH - - - _ - - - - EXIS _
CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. X111[. ~
3. CONSTRUCTION SEQUENCE: ~111~
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS SUSCEPTABLE SECTION A-A s;o~
TO GULLYING AS NEEDED. 5:1 MIN, 5:1 MIN. POND CROSS-SECTION WITH SPILLWAY
C. COMPLETE GRADING AND ROADWAY AREAS. NOT TO SCALE V
D. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
4, LIME AND FERTILIZER: - PLY GROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE. GRASS LINED DITCH
LIME AP - AT 1000 ACRE. (BERMUDA GRASS) FERTILIZER -APPLY 10-10 10 " 5;1 MIN. 4 m 0
INCORPORATE 80TH LIME AND FERTILIZER INTO TOP 4 TO 6 OF SOIL. 5.1 MIN. NOT TO SCALE 4' 4' 4' 4' 4' 1-41
N PECTED 1 0 / / / EROSION AND SEDIMENT CONTROL PRACTICES TO BE I S / / \ \ \ ~ 5. MAINTENANCE: ALL \ \ \ \ \ \ \r D REPAIRS ~ \ ~ \ \ \
REVERY RUNOFF PRODUCING RAINFALL EVENT. NEEDE r\ \ \ \ / / WEEKLY AND AFTE / / / / 50 ACRE NITROGEN / / / / / I I m
I MEDIATELY. TOPDRESS TEMPORARY SEEDING WITH \ \ DE M WILL BE MA \ \ \ \ \ \ \\\r OVERSEED WITH \ \ \ \ IS NEEDED THROUGH THE FOLLOWING SUMMER. / / / / / / IN MARCH. IF COVER / / / / /
CRE KOBE LESPEDEZA. , 50#/A \r\ a V1 W C,--B"O PVC PIPE v I
6. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3} TO ONE {1).
7. EXISTING DITCH TO REMAIN AS GRADED, BUT TO BE CLEANED OF VEGETATIVE DEBRIS. WATER UALITY SWALES 1 AND 2 4 1z" 12" SECTION SECTION B-B
NOT TO SCALE
SPILLWAY CRO LLWAY CROSS-SECTION
0 1 1 /2" MIN. I-2 BITUMINOUS PAVEMENT NOT TO NOT TO SCALE
TEMPORARY SEEDING itl ~
RIGHT ~}F-WAY PROJECT JC-02- 97
AMOUNT TIME OF FERTILIZATION/10110 SF. / MAINTENANCE GRASS TYPE 1000 SF. SEEDING INITIAL / ~ co CL R
1-2 LBS. NOV. THRU JAN. ~5 LBS. 10-10-10 NA NA NA N ~ RYE CRAI o ~
C. 25 LBS. 10-10-10 NA NA NA d BROWNTOP MILLET 1-2 LBS. JANE THRU AU a a ~ °
3:1 MAX. SLOPE \ _ 4";~ FOOT (T 3:1 MAX. SLOPE ° ~ ^ I ~ '(YP. 1-1I4":t FOOT FOOT ( ) (TYP,
1 1/ I••~ ~ / i 'w 2 ~ / /
PERMANENT SEEDING / / ~ .r,~ •Y;t~•.• ~ ~ ~ ~ ~ / ~ \ \ ~ ~ ~ ~ TAKEf+ ~ ~ ~ \ \ \ \ \ ~ /\/y~~\~, /i /i. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ BOUNDARY NDARY TAKEN FROM MAP ENTITLED
T TIME OF FERTILIZATION/1000 SF. / \/~C AMQUN / MAINTENANCE ~ /\/j\//\/~//\//\//\/~// / / / / loco s~. sEEDINO INrnAI \/~/\\/~\r\\r\\ \ \ iii / r / ,r,~.r / / /i ~ ~ i\~~~\ ~ ~ \ \ ~ ~ \ \ \ COMPOSITE BOUT I~/i~?~?%/i~,.iF/iii/,i/ //mar APOSITE BOUNDARY SURVEY FOR
GRASS TYPE - %\/~\//v/Vj\/j\i,\/,\,\///~~~i;;],,l /T/~,~ EACH 4 B WEEKS AUC. -SEPT. \ / HWIND ASSO ~//,iii/i/i~/i~/i SOUT THWIND ASSOCIATES, INC."
APR. THRU JUNE 25 LBS. 10-10-10 MARCH -APRIL r\~\~,~\\,,~\,. BERMUDA. COMMON 1-Z 12 LBS. 10-10-14 1-2 LBS. N. 12 LBS. 10-10-10 ?/~/i~/T/~ 1 1 2" I-2 BIT. PVMT. 6 COMPACTED ABC PREPARED BY: B A / DARED BY: BONEY LAND SURVEYORS
fiA COMPACT fi COMPACTED ABC 5 CONCRETE CURB DETAIL L 5722 E. OAK ISLAND DRIVE LONG BEACH, NC 28465
SEPT. THRU OCT. 25 LBS. 10-10-10 F®. -MARCH MAY Jt OEC. SEPT. -OCT. FESCUE, TALL S-7 LBS. 12 LBS. 10-10-10 1/2 TO 1 LB. N. 12 IBS. 10 10-10 910-278-9415 (L-2798) DATE: 18 SEP 1999
(KENTUCKY 31) F®. THRU OCT. TYPE TYPICAL ROADWAY SECTION NOT TO SCALE s
SERICEA N4T TO SCALE
1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. -MARCH 1/2 TD 1 LB. N. LESPEDEZA (SLOPES)