20040165 Ver 1_Site Plan_20040206

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- 20_PUBUC G EENW_AY EASEMENT ! _ \ ~
- - -
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SUNSET LAKE ROAD HILLTOP NEEDMORE ROAD JOHNSON POND ROAD
~ BASS LAKE ROAD
. r" ~ - ' ~ - ~ 1 ,r ~ ~"e
/ a ~ ~ - fib. 'r ~ ~ _ _ _
~ SUNSET LAKE ROAD
~ ~ - 1 1 . 1 ~ J9t, 'iPfi. JOHNSON POND ROAD i ~ 3
_ F ~ I R2 JAMES SLAUGHTER ROAD
~ ~
MAIN STREET-US 401
. ~ _ 1,
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` I I I 1 _ SITE ~Yr/,,, ~ BROAD STREET NC 55
r ~ , i STEWARi JOHNSON
, _ ~ / ' ~ , a STREET POND ROAD HILLTOP ROAD ~ , JUDD PARKWAY i~
~ _ l BROAD STREET
J ~ / /'1. ~ ~ - WAKE CHAPEL kOAD NC 42
\ r - 4` ' ~ NC 55
~ EvE~ se ~ . i i _ ` MAIN STREET-US 401, NC 42 ~~~`~-s ACADEMY STREET PURFOY ROAD
MAIN STREET-US 401,NC 55, NC 42
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I x ~ _ NRB Im acts Summa r I , 2
_ I LEV~I SP EADER - _ _ _ ~ ~ Zone 1(Road Impact) 9,898 ft .I z
a I ~ , Zone 2 (Road Impact) 4,564 ft
- ~e"~ - - - - ~ I - ~1~~_ - - Zone 2 (Greenway Impact) 325 ft
I - _ - .fr _ _ 'I
- _
- _ 401/404 Disturbance
a, _ _
. , _ ~ ' . PerenniaUmiti atable 177 LF - - ,
, ~ - ' / I -~Y. ~ , Intermittent/unmitigatable 71 LF - _
~ _ Wetland 6 277 ft2 0.1441 ac
DER,
i ~ ~ ~ , - ~ ~ ~ ~ ~~1
~C - _
i ~ - , , ~ „r ~ i , ~ s..
_ R . 0 ~ ~ Im envious Area Summa ELSI'R p rV
q ~ a, Total Tract Area 53.69 ac

r~ _ _ ~ _ ~ ~ Z c~U - , _ ~ ~ - _ _ ~ , ~ m ' ~ Im rvious Area in Roa wa 4.08 ac v. pe d y ~ ~
~ _ _ _ _ - i ~ ' -~4N _ ~ _ - ~ _ . ~ Impervious Area in Sidewalk 1.02 ac _ * 2
, _ , _ _ i _ _ _ i Maximum Im ervious Area in each lot 3,057 ft /lot P
- - _ - ~ \ i'; - 0.0702 acre I lot ( )

_ - - 243 ~ ~ , a / -
/
I 274._ ~ \ a~x sr+~ ~ ` . I -318 o rc a+ 275 _ ~ Impernous area in each lot includes footprints of houses,
x ~ I ~ ~ a . , , _ ~ drivewa s, and amenities Y
~ _ ~ X44 319 '
i 11 i k~} ~ I / \ ~ ~ ~ \`y / / ~ ~ ~ 317 A ~ , _ i ,
~ ~`x
I 95 ~ ~ ~ ' % ~ l
i 245 ' , ~ ~ ~ 320 1 ~ ' ~a~ ~ ~ g~ l \ 1
~ ~ NAVE 272 ~ N 77 316 -t' ' i" 2 r _ , a ~ ~ ~ ~ ~ ~
i i 28 t_ I ~ ~ ~ I I ~ ~ ~ l i1' ~ 94 107
~ 280 ~ ' ~ ~ _ ~ ~ i' 1
~ 279 I h = , ~ 278 ~ 246 ~ 321 ~ . ` i i I 271 ~ e0 - i w
j ~ ' -_.3.15--_ ~ ' ~ ~ RT( ~ HI HLIFI . ~ ' , I ~ 15~ H? HUFF
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0 247 ~ i ; ~ 108 _ ` , r
~9 I ~ .270 ~ 314 i .A1 253 ~ ~ ~ offx sr,~ % 32Z ~ ~ \ s. ,
nos rc ar ~ i ~ ~ : 265 ~ ' ~ _ ~ ~
2fi6 I I ~ 1 i 93 ~ 1. r 267 i i ~ ~ ~
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.323 ~ ~ . ~ i' _ ~ 248 _ t t ~ i ~ ~ ~ ~ ~
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f i 311 ~ r l ~ I I .~I ~ ~ i ;
o j 112 ~
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~ ~ 85: II \ ~ 31 a , ~ ; ~ ~ DD D D Q a
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n I r 1'41 ~ 1 i!~ ~ / ~ ~ NOT APPROVED FOR CONSTRUCTION ; ~ r
113. ~ , / ' f a ~ I i i,
i ;i . ~8 a ~ 1 ~ ~ j / , n ~ 'I i
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- ~ i ~ ~ %i V i ~ ~ ~ 0 W ~W LN17 YW
~ ~ ~ r / ~ x~ o ~ ~ ~ 142 142 ~
o r~ ~ 87 ~ `t
I SCNE,1 100'
~ / / 1 x71
No. Revi~on Date_ By Ni" BALLENTINE SUBDIVISION • PHASES 5, 6 & 7 Ir
EXHIBIT A WITHERS RAVENEL Sheet Na
ruQUnvvm'u WAKE COUNTY rvoxreuxairvn OV OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersravenel.com _

1 ~ ~
1 ; ~ ~ 0 P\,
t , , I , - _ . I
20' PUBLIC G EENWAY EASEMENT ; ~ - ` ' i -
_ ~ _ _ - - i i
r_ ~ _ _
1 ~ ~ \ I•.
, I I 1 ,r~ ~ ~ ~ - I ~ ~ HILLTOP NEEDMORE ROAD JOHNSON POND ROAD SUNSET LAKE ROA
i \ f ~ _ . _ _ ~ i - ' BASS IAKE ROAD
/ „ .-i-.. I I ~ - '
~ RO D~, , - - _ v , . ~ \ J~ . ~^s
L j' , SUNSET LAKE ROAD
~ _ _ JOHNSON POND ROAD ,
\ , ~ ~ r c . ' gym.
~ , . I ~,i c JAMES SLAUGHTER ROAD
r V~ / _ _ - ~ - J6 _ / , ~ , ~ Oil - i
' ~ \ ~ _ MAIN STREET-US 401
I ~i r ~ _ ' \ t ~ ~ _
1 \ r SITE
i _ i' j BROAD STREET-NC 55 ~„.r.. STEWART JOHNSON HILLTOP ROAD
i ~ ` STREET POND ROAD
\ ~ , P JUDD PARKWAY ' ~
. - BROAD STREET NC 42 WAKE CHAPEL ROAD
/,J _ _ ~ ~ ~ NC 55
~ ~ - ~ . ~ _ , _ -
, . ~ - - MAIN STREET-US 401, NC 42 ACADEMY STREET PURFOY ROAM J
. , \ \I MAIN STREET-US 401,NC 55, NC 42
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I / - - ~ NRB IMPACTS SUMMARY
~ \ i ~ / 'x V is - -
/ Ap 10473 SF ZONE 1 RO • ~ x
/ I ; ZONE 2 ROAD 3,914 SF
~ - ~ y z ZONE 2 CREENWAY 1RAIl 325 LF
_ F
!4///~'. N~ ~ • X59. ° •
- I ~ V / ~ - - R _ 1 LF STREAM DISTURBANCE
\ ~ , 0 .r / / - ~ ~ / ~ \ n . ~~/~a. 1 ~
r ~ 1(~ \ f'`. ~ ~ \ ~ ~ ~ 4 / ' y \ .
- ~ / Z d / . ~ 1NETLAND IMPACT 1635 SF • •
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~ ~ 243 i ,,\1,~.' ~ i , I ~ ~ _ ~ ~ ~ /
. - ~ ~ i _ ~ .'318 \ I' ~
~ 274 ~ ~ ~ i ~ 275 /I
~ 96 ~ , / , Y • _
~ ~ t44 319 : , ~ \ _ i ~ ~ , _ \ ~ ~ r ~ ~ , _ -i\
_ / s'' \ \ ~Y 1 ~ ~ 1 317 ~ ~s~~
~ % 273 ~ r ~ r'___ ~ ~ 95 \V ~ ~
ti / I ~ ~ e'. ~ ~ ~ ~
~ 2 5 320 ~ 282, i / 1 -
~ ~ BEE HAV 272 ; ~ ~ v 316 ~ ~ / ~ EN 277 ~ / ~ ,
i~-- AD I I ~ 94 107 - ~ i i 281 ~ ~ ~ i ~ - ~ ~ `
i , i / _ _ , 280 1 I ~ / ~ - ' i W
~ ~ ~ 246 ~ 79 I~ 5 ~ 321 / ~ j 2 I 278 __.3.15- 271' I I ~ ~ f ~ 3 , HI
~ ~ i ' ~ , ~~~Ir T(/ v.,A i I I ~ \ R \ ~ ~ ~ ~ .HUFF OURr
~ ~ i i I I ~ ~ , ~ _ ~ ~ i / \ 108 ~ i ~ I: I Q ~ 247 I
~ ~ /i i ~ ~ 314 ~i" ~ y~
292 i .270 322 ~ ~ 1 293 ; j ~ ~ ~ _ o
' aae ,C ~ 4 I r ~ 93 265 286 ' l 1 ' V ~,1
/ % ~ 109
1 I 267 ~ ` 1 I ~ 323 _ t.' 248 ~ ; ~.v / i ~ ~ ~
~ ~ ' \ \ ~ ~ ~ ~ 1 ? t 0
i I ~ 26 \ / ~ ~ ~ , Gs°~i K~
313 ~ ~v ,i' z v ~ Y10 _ ~ ~ ~'dr~<~r FAA
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I 312 ~ s ~ ~ r ~ ~ . ay i .
w I ~ v, I 111;
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~ Q . 90 ~ R~ - ~
N ~ 311 t N ~ ~ ~
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112 o ~ I N \ , i ' DD OD D fl
~t° ~ i , , 89 , , o ~ ~ ~
310 ! I Q ~ ~~I ~ ' ~ ~ ~ ~ r ~ PPROVED FOR CONSTRUCTION NOT A
1 II 141 ~ b41 ~ ~ % , ~ r ~
~ 113 o t ~ ~ i ' ~ ' J ~ ~ ~ r i
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° k18 _ % V - ~ i ryy ~ % / I W
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87
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No. Revi§on Date ~'SUBDIVISION • PHASES 5, 6 & EXHIBIT A WITHERS& RAV I. N I. L ShM Na
BALLENTINE FUQUA..VAaIN, WAKE COUNTY NORTH CAROLINA
OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 lacKenon Drive Cary, North Carolino 27511 tel: [phone] lox; 919-467-6008 www.withersrovenel.com

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1 `
1 EA 1
- - • - _ - - , _
R A HILLTOP NEED~IORE ROAD JOHNSON POND ROAD -AYE _ - ~Nzi SUNSET LAKE 0 D _ . - - - \ , _
_ . BASS LAKE ROAD , , - , -
, ~ ~ _ _ t - , _ t - ;
\ - - ~ ,
_ - . - SUNSET LAKE ROAD _ . ~ ; ~ -
JOHNSON POND ROAD N, • - , . • ~ , ~ ~
, , -
• - - ` \ ~ , ~ D ~ r THIS AREA TO BE CLEARE
JAMES SLAUGHTER ROAD ~ _ _ E ' MAIN STREET-US 401 ~ _ _ ~ MH~p ~ AN0`•GRASSED FOR PERMANENT
• _ - _ r , OPEN SPACE/REC AREA r ~
_ _ , i ~ ~ ~ ~p . ~
_ SITE ~ ` L~. DROAD STREET NC 55 _ - , ~ .v -
~ - - _ ~ . ~ , ~ \ _ 1 • d , STEWART JOHNSON r . TEMPORARY
~ _ HILLTOP ROAD ~ ~ ~ ' ~ • - STREET POND ROAD JUDD PARKWAY ~ • . ~ i TOP541L STACKPILE AREA ` ~r ~ /BORROW PIT
_ - A - BROAD STREET t ~ ~ - ~G , •-.y -
NC 42 WAKE CHAPEL ROAD ~ N ~ _ _ _ •.ti ~ ~ / - - . ~ . o
NC 55 ~ ~ _ ~ • _ • 1" ~ . ~ ~ ~ ~ - i ~
~ R BUFFER.. MAIN STREET-US 491, NC 42 ACADEMY STREET PURFOY ROAD `~a ~ - NEUSE RIVE, o. FFER~.-.
1 , MAIN STREET-US 401,NC 55, NC 42 - ~ / ~ , - _
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• ~ I . ~ • i A -_----r---- I I I MULCHEQ PA - _ ~ . FL _ _ - - `
+ ~ - AREA TO 8 CLEAR!' ~ _ -
u/, , ~ • ~ ~ _ ~ ~ ~ I A - ~ i IS - - ~ AND GRASSE FOR ~ - 1 ~ ~
B - \ i B i i 1 L , 1 r 4 ~ 1 h / . PERMANENT PEN ' i ~ SPACE/REC - PRO.
- ~~m , O ~ 0 ~ F . A ~ , ( ~ A , ' ~ lF 24" ~ ' LIMITS ~
30 ~ , ~ • m ~ - ~ ~ , UNDER PATH • - , ~ c -
- - ; • i I ~ ~ . I ,
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~ F - - ~ i ~ A ~ L~ ~ ~ NEL 2' WI c 2 ~ ~ - S c ' DEEP IDE SLOP ~ ' ~ , _
• r - { t ~ ; E _ _ _.r.. _ ~ t t ~ ~ cc< - ~ - ~ L SPREADER ~3
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_ - - - _ _ _ \ ~ L 188 L 350.00 - - EL , F150 - ,
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ov ~ SCALE, l ¦ ~ ~ GENERAL NOTEB: 2~
~N O •GiAAIFER All CORIEAB 1". IRE C1A89 "B" CONCRETE. z¢ V z _ - NN ~ NIII N f~ I rprly •PLACE 2 AA "Y" BAp IN TIE TO? OF ALL ENOAALL F011 PIPE C0.VEA7812" ANO OYEA ILJ~?N . p ~ / .x J6.=2
- PROPOSED FlNISHED GROUND ~ as m i Y ITITN A MIN]BIBI OF 8" coAa ANO A LENDTH OF 8" IEBB txAN ENORrVLL LENOTN. 00 =z • ~ = I ~ ~ •CONSIAUCT BO7TOB MlIE BITN FOABS, m LL w ~ r II ~ ~ ~ O =~Ay m I •MAEN iNE CONTRACT011 ELECID 70 UBE A CDNBTRUCTIpI JOIMT AT THE BO1TO11 QF F O c~ o ~ - ~ ER 4
- _ . Z _ _ _ TXE P]PE PUCE BM OOELB IN THE BA9E A9 BND/1 ON PlAN9. BPACE BARS " _____O N___. -..N. r--____ _ I V +M V }Ml + P P4SE0 ISHED GR N ZNN~O,On ~ _ - _ _ _ ApPAO%INATELY ON 12' CIREIq UNLEB! OTHEANI9E DIRH,11D BY 7NE [IgINEER. IFS~~y~j ~ _ ~ LEVEL S
~ _ _ - p1„I ~NNEN THE CONTRAC101 ELECTB TD U9E A COX9TAUCTIOM JOilrt AT THE B07Tpl OF LL _ _...N. 't---_-_ r ~ CDOA r I ~ _ - THE P1PE AND PgBI THE BAR BEPANATELY LEAVE THE PDUR ADIIDX. g0~y 3 _ ~ ~ 1- - - - - 365 go~~ i L' '~~J L
~ 365 _ ~ - ____t. _ ~ 365365 _ . ~ ~ J+ - _ I-_ _ ~ BUT~18 U8 OA NECOBPUIIINIENOIY~LL(TWANTITIEFOA THE THICNNE99 ACCEPTADLE~ =F~ ao A ~V `'S5, i
C! ~ f-__..__--_ O-_ --t--_.._- i NZ _ PLAN ° - - - ~ _ Il _ _ _ _ ~ ~i i D ~`S1 ~ ~ V ~ ~
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Q ' ~ ~ A N A BLDPE A8 INDICATED DN /1Ii19 I 's ~ qo
A" N N _ _ - _ _ _ _ 360360 -----r---------- - - -r..__. --J---- 360 ° W 360 ~ _ ~ a ° - - ~ ~ - ~ ° B W ~ ~ ~ F~ -v~,
- T - - - ~ ~ ~ z ~ i I i-- - - a c = H ' - - - - ae ~ ~ \ \ ~ M ~s
N ~ __-_~-wlkSCn-- NW ~ / ~ t ~ ~ ~
J N - - } + ~ p ti Ova' 1 LL x I 1 ~ 1
` / _ - - _ - - -1---- r ~ I i I _ - + 355355 ---1-- - , 355 m v i ~ L _oDAEL ~ ° J J W `a+ _
355 ~ - - ~ I I W - _ -/y m i _ _ - . N ~ ; D ORS- Ip1AL CDNATMICTION JOINT ~ 1 >7 FDOTINO J ~LLj N ~ . q t ~ N f e1 ~ G
~ - / 1, ~ N ~ - - - - , '9 (IF CON9T. JOINT I8116E01 DOWEL ° 1 1 EXISTING GROUND- - - _ • m ~ o ELEVATION ENO ELEVATION_ gpp=+~Iz11 ~ z W ' W ~ ~ 1 ~ 0'~~F W zJ r ,S
-T- - ~ , _ _ _ ' x H~ D y W m IY i a - ~ C O F. D011&1 IN ENDEILL ( alNED81aN8 No CDNCAFIF DDANTITIEB = ~ i W m IY ~ . '4y0~yq~
E _ - -1 H W - -~e=--~~-- - 350 r ~ Z IIR Y BINBLE PIPE DQRLF PIPE Cp~pl DOfM11pIB UBIND C.B. 111E MCN B~NBLE Dp11LE M F O ~ Y~ W~ ~~..i ~ i ~ 1~ Sp~~~ F- O " ~p
~~in ~ _ f~-+f-TWM1--E~}~Xfr3°--~tREFFtES~ 350350 - - nun ~ n ins ~ <y GT Lac. Du. a eE• rs" a• x" ~a^rsD"reE" x^ >p' IE• Ex~a~sA^ Be^ u° Ao^ ee" 9s' n• - J W x \
E OX-t-CORBU.GAD . H l1 wle •A' •x" K % x x x x X.11 'X "X• 'x' % % x .1x. I z " '9 „ V-0" - - 0. V Z n A O
CONTECH OR APPROVED EQUAL X 2 o orr. e a a s a+ a a e a a a a++ a e r n a.ou rs^ r.a" s'.r r.1r a'-a° o.eae r'.o^ o.ee+ W rJ = P a 0r. - - - 1 1 t t i 1 2 a a 2 n• te• 0.064 2•11 1 •e a -0" O.e63 a 0.890 C Inv OUt'3Jo.1 0 mr. a s a a a+ i+ e e: a a a a+++ 8 6 H' IS 0.0e+ s'-a" V.7" a'-e s e e mo ew o'.e 1,no -CORRUGATED STEECIPE - t- N m - - z 421
COATED o - - _ tor9a ue. e o o u u io m u n n 1a +s 1s to le sl n as e a r n^ o.on a-+" r e" a'•e' s 1" r-e^ o.aw W. k1LLX 84T1~MINAk~S - ° - - - ln, 16 'n' .30 - cam! _ - 76' N• o.an s' -e^ 1.10" +-r aal° I~se91s'-ir 1.64+ r / 60 120`, 240 '
AOC- e" I.s1e .350 ° ORDANCE_W/_AASHT0- M190 Inv + - a• s• 0071 r-1 V-1--j74; + e W-6 ^ 1.980 18'-4" s.eu ~r /e' n' 0.100 +'•3" 1'_a" e•0" 0 9 12_0
17+~~ " 2.4e1 W-5" 9.907 ZZ n' ae' 0.109 +'-m• s'-e• e'-w' e'•+^ 1.3- 3.290 ia'-o^ 4.4+e 17+00 - - Alk EET 1 OF 1 i
° HEET 1 OF 1 M• q' 0.138 W-V 2'-e" T.9• T-1" I5'_9 +.te0 a0'-e" 5.637 BHEEl 1 OF 1 71' n• 0,138 5'-7" a'-io^ e'-+ r-11 ie'-e'' s.oors9'-r^ a-na 838.4 138.04 '425 422
CROSS-SECTION A.A PROFILE ALONG TREFOIL LANE Fe-3-8-.04-1
Sheet Na
No. Revision Date B Da" WAR Sale m %10"
Dram By Date ¦
MVH 5fNl04 BALLENTINE SUBDIVISION PHASES / 6 & 7 DWQ.IMPACT PLAN WITHERS RAVENEL ENGINEERS I PLANNERS I SURVEYORS
fhecked By 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 fox; 919-467-6008 www.withersravenel.com
Dw M No. 203M FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA

.x_~ - -_~.n___.._~~,
EROSION CONTROL NARRATNE
THIS PROJECT IS LOCATED APPROXIMATELY TWO MILES NORTHEAST OF DOWNTOWN FUQUAY-VARINA ALONG SUNSET LAKE ROAD ACROSS ~ ~ ~ 1 ~ ~ ~ ~°A~' 3 I 1 1 , ~ I i 'i I i ~
FROM BALLENTINE DAIRY FARM ROAD, THIS PRWECT INVOLVES PHASES ~ ~ j ~ ~ ~ ° / ~ 8~' M I N DEVELOPMENT FOR 156 SINGLE FAMILY DWELLING ~ " ~ ~ ~ 'p ~ , 5, 6 6c 7 SUBD SO , ~ a I . 1 1 ~ ' I 1 i
UNITS. SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE, 1 I ~ ~ ~ vv ~ ~ ao~, , . ~ 1 , I 1 I I , ~-T ~ I I 1 ~ ~ f 1 1 / Sl I gyn. 6
GRAVEL AND RIP RAP FlLTER BASINS, AND TEMPORARY DNERSION ~ , ~ ~ ~ J • W ~ DITCHES AS SHOWN ON THE PLANS, DRAINAGE FROM THIS SfiE IS 1 ~ ~ , • ~ 1 I t ~ t 1 i I
1 , ' ' ~'~a - i pv `v , ~ `a , TRIBUTARY TO TERRIBLE CREEK. 4 - • I , I ' w~ i i i I it ~
• , , , \ • , I I ~ ~ '1 n W3 I 1 1 1 ~ 1 ~ ''a,
, ~ 1 • CONTROL LEGEND ' , ~ , EROSION ~ 1 , 1 ~ 1 1 I 1 1
, , ~ ~ ~ . rl~ x - , , 1 I 1 1 I ~
SILT FENCE ' . .`a' w...~~~~ ,_r,. ~ ~ti~ . , 20 P,'UBLIC G~EENWAY, EASEMENT ' ~ ~ - ~ - - 1 ~ I 1~ 1 ~~~R. ' I ~ I ~ ~ 1 ~ 1 ~ 1 1 ,1 1~ i i
~ 1 I 1 , I 7 , 1 ~ S ~ i I 1 i • I
DIVERSIO D C ~ , 1 I I I ? I i , 1 I I 1 ~ I i I J. / , 1 i.tr ~ 'ip. / I '1 ~ I
, 1 ~ a ~ , ",v.~~c^ ~ _ , 1 ~ 'I I' L ' ~4
~ FLOOQ"HAZARD 0 ROCK CHECK I 1 ` 'i ~ "'""t ~ • D SONS LIMIT ~ ( • ~FLOOO~HAZAR _ I ' 1 AI I I 1 ooN• 'N••N••NNN•..••.«NNNN••.....•.•Ny
' ~ I I`, A. DA~1 v~ ~ ~ • v ~ _ • ` ` / i ~ I I' ~ NNN•N•I NMN I 1 NNN 1 `1 - 1 1 I
I 1 ~ ' I
I INLET PROTECTION - ~z., 4 i , ? / ~ I ' ~ / 1 ~ / BE CLEARED i , 0
T N••N AREA IS TN I . 1 T - `•ti J'o AND',GRASSED FOR PERMANEN : ;
CUSTOM ~ • . • - ti. REC AREA OPEN SPACE/ I ti• C ; ~ 1
CUSTOM BASIN o" ~ a . ~ . ~ BASIN ~ a / ~ . NNNi ~ b J ~S ~ ~ j • n ~ ro \ d ~6 s. NN. / ti M ~ d' i ~ ,
~ SIL~'~FENCE
CONSTRUCTION •~h I ~ `v • ~ • ' TEMPORARY
_ STOCKPILE AREA J~ - _ ~ ~ TOPSOIL i .
I "~'~rN... ' / t', 'BORROW PIT i - _
FLARED ENO SECTION 1 ~ ~ r ~ m ~ "~a ~ , z- 8
w/ RIP RAP OUTLET } M • ~ , s ~ ~ PROTECTION ~ ~ ~1~+82 , N ~ I - Z
hi ~ ~ ` ~ ei 0 ~ ~ "r, / ~
~ ~c ~ ~ `SILT F~ICE - _ ti• - -
i ~1 ,
UTILITY NOTES ~ ....»N.NN.. .N J ~ m~ f., ~ I \ _ i PROPOSED .y \ •ti• = CLEARING
{1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OW 0 ~.....«..J I I I I I • / n.: FUQUAY-VARINA STANDARD SPECIFICATIONS AND CONSTRUCTKN II ti, . • ? h
DETAILS, LATEST REVISION. ~ _ ....m ~ _
' , , EME CARE TO AVOID DISTURBING , ~ '---m I'' 2 THE CONTRACTOR SHALL USE EXTR , 1) ~ ti ` ~ ~ , ` ~ ~ - _ h
TI TREAM CHANNEL DURING SEWER LINE CONSTRUCTION. ALL ~ ~ ~ ~w°~°"T'°~"" EXIS NG S IP STREAM CROSSINGS AND DISTURBANCES SHAH BE ti, ~ 1` ~ ,1 • SANITARY SEWER P E ~ ~ ~ ~v .w _ . m Js _
PROTECTED WITH 22" CLASS 1 RIP RAP WITH FAB C U DERV 1 r ° ,
(3) ALL MANHOLES LOCATED OUTSIDE OF STREET RIGHT-OF-WAY SHALL 1 I ~ ~ / HAVE A RIM ELEVATION ONE FOOT ABOVE FIFpSHED GRADE. ~ ~ ~ . e ~ -...w~-"""'~~
' MINIMUM OFF CENTERLINE UNLESS SHOWN I / ` o (4) WATER UNE SHALL BE 5 ,
OTHERWISE. ~ i - , ` - r.. • ~ ~ _
(5) WATER MNNS SHALL BE LAID AT LEAST t0 FEET LATERALLY MEASURED ~ •-..-.y EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM I S ~ _ I ~
, SEWER UNLESS THE ELEVATK)NS OF THE BOTTOM OF THE WATER MAIN I I I I r 1 ~ ••M•N••.NNp ` ~
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WfTH A \ ,r , t / 'n HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~
AN A SANITARY SEWER CROSS AND THE ~ f , R A WATER MAIN D WHE E c , \ _ / ~
VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER UNE l M T~ DITCH,' 1
PASSES UNDER THE SANITARY SEWER, THE SEWER MA1N SHALL BE f i 1• ' O~~i', DUCTILE IRON PIPE. I I 1 I .ry 1 e , • r . , ~ 't ~ ~
~ , o ALL WATER LINES SHALL BE DUCTILE IRON PIPE. _ ~ _
, ~ I ~ ti. t c ~ . ~ , 1 1 ti` 6 ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER AND ALL SEWER ti ~ BASIN 1 ~ a ~ '166 ,
SERVICES SHALL BE 4 SCHEDULE 40 PVC. ~ , / ~ ! ~ f ! ~ ~ ; ~ ~
NTRA T R SHALL VERIFY LOCATION OF All EXISTING UTILmES PRIOR ~ ~1 / ~ 1 (7) CO C 0 TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS ~ 0~ ~ ~ i ~ ' '1 • 1 ..........~..,.-~'~^"""~.r..... ..,mow,-,-...-•-~.. 1 • 6`~ .r'
~ ~ / t ~ IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED t , - ~ t ~ i ~ • ~ ~ ~ 1~
ONLY AS APPROXIMATE, ~ t m 1 1 f\ RIPARIAN BUFFER k 100-YR fL00D HAZARD ~ i ~ i
(8) BOUNDARY, WETLAND, P DED BY MAULDIN-WATKINS N FlLES RON ' 1' ' INFORMATION BASED 0 _ , 1 _ _ o
P TED JUNE 7 AND JUNE 15 2000. ~ 1 ~ SURVEYING, ,A, DA f / f ~ , ~ i ~
\ , (9) TWO FOOT CONTOUR TOPOGRAPHIC INFORMATKIN WffHIN PHASES 5, 6 A~ t `t , 1 , do 7 BASED ON FlELD SURVEY FILE PROVIDED BY WffHERS At RAVENEL ~9 ~ t
SEPTEMBER 2003. t ` , vv ~ . ~ e. , ' 1 ~
R I IN EXCESS OF 80 PSI A ~ ~ , (10) WHERE THE STATIC WATER PRESSU E S t ~ ' PRESSURE REDUgNG VALVE SHALL BE PROVIDED INSIDE THE BUILDING ; t ~ ~ \ ~ .
, IN ACCORDANCE WTIH THE REQUREMEHTS Of THE PLUMBRIG CODE. _ = S: ~ DSO - r ~ ~ s - t
t ti , 11 ARY SEINER MAINS EXCAVATED 14 FEET OR MORE, SPECIAL ~ . ~ ,
BEDDING DETAILS Wql BE REQURED. THESE DETALS MAST BE FRONDED r ...,r:..~-- - ~ ' ENGINEER PRIOR TO NSTA lATK1N ' TO ANO APPROVED BY THE TOWN ~ • ~ ~ 7 i ~
~ 1 1 12 TAPS FOR SANITARY SERVK:ES INTO MAIN LINES SHALL BE MADE ON THE ; ~ - } ~ 1
( ) N WITH THE WYE SADDLE ANGLED WITH THE ~ , TOP QUARTER OF THE MN r r ~ 1 , • ~ • i ~
HALL BE PERPENDICULAR r N FLOW. SERVICE CONNECTIONS S / MAIN SEWER U E R ! ; ~ D11YER510N~, FROM THE MAIN UNE TO THE EDGE OF THE SERNCED LOTS R/W UNE 0 ,r-D11~'1=R510N , ~ ~ FE • v.... , ~ •
ti ; ' DITCH EASEMENT WITFI A MINIMUM GRADE OF 1 4 IN FT FOR 4-INCH do r , 0.60 FT 100 FOR 6-INCH. ALL CLEAN UTS HALL EXTEND A MINIMUM OF DITCH • ~ - - :~.;r-. + i , y/.~! a ~ • • ~
- r r.~ 6 INCH 5 ABOVE THE FlNISHED GRADE, WHERE A SERVCE LINE IS ~ ~
CONNECTED TO A MANHOLE, THE UNE SHALL TERMINATE AT THE ECDE , RT F THE MWJHOLE. Z } OF THE INVE 0 r - . r a ~ , I R a - l- ~ . ~ _
13 WETLANDS SHALL BE CONSIDERED DRAINAGE EASEMENTS UNLESS L - ! ~
m ( ) R AN E WTfH RE IRED COE dt OWQ PERMITS. ' FILLED IN ACCO D C QU ` ~ ~ ~ ' ~ • , ' ~ I ~ TO 354.50 , 4>, r . ~ J- i s . r I I 7 ' ~ r _ ~ _ ...r~~ ~ ~ ' -
,~f - _ _ ~ n • ~r;~ ~ ~ Z , ; PROROSED'~ ~ ~
i~ ~ ~ ~ i ~ ' CLEARING I ~ . ~ ~ ~ ` i ~ ~
i ~ tl1 r ~ ~ • - ' PA H . ' ~
I N CONTROL NOTES , EROS 0 , MUL~iE17 ~ • ,ti~ _ - DNE~F~ION s ~ , ~ • TH' 1.. DI C I ti r • .
/ ~ r/i - 1 I N CONTROL STRUCTURES ~ - ......••r ' (i) CONTRACTOR SHALL MAINTAIN ALL EROS 0 , ~ ~ r P I ~ ~ ~ RA ~ ter- - TH EARfiD S ' IS AREA T BE CL 'r.~ FOR ~ .~..m ~ ..N.
DURING THE LIFE OF THE PROJECT, $ = r - - I ~ h } } ANd G ",:.N 25'1:. ~p 3 ~ / N...=. I ~ PERMANE PEN r ° CLASS RI - s' ,
(2) CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO t g y ~ ~ ~ 3e SPACE RCC , EA ~ ~ DIVE~ION : 1 ;
ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES. r ' , r - ' a / • ~ - ` • DITCH : i PROP ED , : \ ' ~ t ~EMPORAR`K - : CLEARI~I t-' AREA ~ 7 _ r ~ ~ MITS
NTRACTOR SHALL PRONDE RIP RAP LINED TA1L DTFCHS AT THE STORM ~ , 3 CO _ , , DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE POSITNE ~ ~ ~ ' I TOPSOI ~ STOC~PI ` U a ~3S I RRO P :.,,,.M , , ! 6
IPR~P ~O ~"'Zd"` Rt3P. 1 ~ 35y - - , -
4 ALL CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT WITH GRAVEL do ---r'-'~'~`'-""" TIN SEE DETAIL UNLESS NOTED OTHERWISE, _ WIRE MESH INLET PROTEC 0 ( ) MANENT 01.ASS ~ >]nDE~ p L CHANNEL ~ O ~L ~ . ' .
i _ } ~ ' M P S 2'• DEEP t O ~ . SIDS. E . ~ ~ ; = l ~ s / . ~ , 1 L 1 ~ L e .y...., •w
(5) ALL UTILITI' EASEMENTS AND RIGHT OF WAY AREAS OUTSIDE OF I ETATNELY STABILIZED PRIOR - ~ r r~~ ~ ' PAVEMENT AND SIDEWALK TO BE VEG
N TRUCTION. ~ TO COS _ ~ n^' ~ i . ` ~ , «re~ `
~ ~ (6) SIDE SLOPES SHALL BE SEEDED WITHIN 15 DAYS OF GRADING r - n COMPLEf10N UNLESS SUBSEQUENT UTILITY OR STORM DRAINAGE ; .v ~ r ' ~ M :~„d.- • , a, BASIN • ~`20' TEMPORARY Cl ~ . r M ~ Eld ,a \ MIUNTENANCE ~ , ~ IN 8 n,. - ~
WORK IS TO BE COMPLETED ttJ THAT IMMEDIATE AREA. ` ~ PROPOSED ZS , ` _ I ' ' FARING CL t - . • ~ -
7) NO WETLANDS SHALL BE DISTURBED, DRAINED, CLEARED OR FILLED o ; ; LIMITS ! ' ( IFl Y PERMITTED TO DO SO BY NCDEHNR AND U.S. ~ ~ -.~.~-r ~ s ~ UNLESS SPEC CALL , , - i ~ ~ ' ~ ~ 360 ti ~ h
ARMY CORPS OF ENGINEERS. , ` i ~ ; NN r ~ r. • ~ ~ _ i ~ ~ , .r•r ~ ~ • 6 ~ , ~ h•
t 8 STORM WATER DISCHARGES INTO TERRIBLE CREEK TRIBUTARY. ' i r J6 • •h / z g ..y,. ~ ~ ti .
- ; ;'r p)`13 - - r ~ t 't
{9) 100-YEAR FLOODUNE SHOWN REPRESENTS FEMA FLOOD HAZARD AREA 4 f n`~ = i PER FIRM MAP 3718300687 DATED MARCH 3, 1992, _ .t I _ ~ • h•
' 1 (10) DENUDED AREA: 14.6 ACRES ( } , PROPOSED ~ _ 3g ' • • - 'CLEARING 4 . r '"'1~ • ~ fso,
it . ~ i IJMITS'~ / r ~,..~~.,w A~' 20' '•t---100. YR '
; 1 ~ - ~ a •
GENERAL NOTES: I - ---f= - r z - - • ~ ~ .m V CC R,Q \
1. CONTRACTOR OPER SW4ll. SCFIEDULE A PRE-I~ON51RUC110N i ' 1 z CONFERENCE THE TOY~M OF FUQUAY-MARINA PRIOR TO 01~'ISIRUCTION. ! ~ ~ ~ ~ ti • rr,~m. ~6, -L~~~ • ^ v
> 2 PRbR TO STORM DRANdII~GE INSTAWITION, CONTRI4CTOR SFWl FlELD - r M PORARY Q ~ TE , Jss - _ ` a~ _
1 i VERIFY E~Slll~ TOPOGRAPHY TO ENSURE POSITNE DRAN'IAGE TO DAINGHT. I CONSTRUCTION g - •i , •i
3. LEVEL SPREADERS SHW.L BE OONTAINED W(IHN A 20' ORANMGE AND MNNTENANCE I ~ ( ANCE e a ENTR , ti ANO SWlll CONF~I TO TOPOGRAPHY TO MEET Tip LATENT OF gFFUSE ~ I Im ~I r r , e ~h •.y ~ ~ ~ , • 344 ~ 346 ••h• • .
z ' ~ ~ { y FL~. ~ ~ - - - - - - ~ h •
3 ~ ' SFNLL BE PROVIDED ~ ~ a 4. A 20 TEMPORARY CUSTOM BASIN MNNiENANCE F.ASEI~NT r
N Q AROUND EACH BASSI. _ _ A. ~ ti ~ ~ ~ V5T ECTIbN~ PIPE r i FIARED' CTION L ~
N / ~ ~ i I ' ~ I `1 \ ~ TION IS COM ` '•.h ~ • ~ / ? yiC'+e~ • AFTER CON ~C IN 2 REbgVED, • • 'AND CUb7 BA4 ~ •'h ~ j~ L.~
i ~ _ - _ l 1 ~
TOTAL DENUDED AREA 73] ACRES ~ N •h MN)SI • ~ 6 ~ . ~ ~`E`~.
~ i \ , ~Q ~i ~pP , Bit1~ \ j N...N.NN.N;4NN.NN _ a ~v~q~ • •
OF j0 ~ _ CONNECT PA ° 'b 9 ' 3 P ti i ~ - - EWALK , ~ - ~ _ _ ~ SID ~ 134 ~ ~ ~ 1 ~ ~ Y~
- i - - / - SEAS. - _ 1 ~ Ilyy ~ ` ' h ' '~7~/ 1 ~J i ` ~
- " ~ z ~ ~ ~ Q ;_,.-2695 _ ~ 1 f • i 1 • I 1 •
~p ~ ; ' ~ ~ / 1 . ~ r ` • . ~N • r j . f I ' •
ti,G 0.~ - ~ ~ ~ ~~A % ~ i • 1
0 v w w ~~1~11111I11111~1~%~ 1/ 1 AAA ti,'` woo It 427
r'
M SCALE; I'= a/ r / CD t
Y
No. Revision Date De*w Scale waK r = ~
prawn By Date DETAILED STORM DRAINAGE & WITHERS RAVENEL JIREI
MVH BALLENTINE SUBDIVISION PHASES 5 6 & 7 o3n?J06 /
fhedced By Job Na EROSION CONTROL PLAN 2 ENGINEERS I PLANNERS I SURVEYORS 5 .,17 111 MocKenon Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersravenel.com
Dw 203M L FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA

STORM DRAINAGE OUTLET PROTECTION SCHEDULE UTILITY NOTES
Ballentine Subdivision -Phase 5 6 & 7 (1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTTH TOWN OF GENERAL NOTES: - FUQUAY-VARINA STANDARD SPECIFICATIONS AND CONSTRUCTK)N CpNTRACTOR OPER SW11.1 SCHEDULE A PRE CONSTRUCTION
At Outlet Velocity, V1o Pipe Apron Dimensions Rip Rap Stone DETAILS, LATEST REVISION. COry~~ THE TOWN ~ FUQUAY-YARINA PRIOR T4 CONSTRUC110N.
Structure Schedule {2) THE CONTRACTOR SHALL USE EXTREME CARE TO AVOID DISTURBING Z, p~OR TO STORM DRNNAGE INSTALLA110N, CONTRACTOR SHAH FlELD EXISTING STREAM CHANNEL DURING SEWER LINE CONSTRUCTION, ALL VEPoIY EXL511NG TOPOGRAPHY TO ENSURE POSITIVE DRAIW4GE TO DAYLIGHT,
Tap of Bottom Q,o Q,o Number (ft,lsec.) Outlet Width Len th De th Type Size, d50 structure RimlCurb Elevation Structure Drainage Runoff Inlet Total 110 F100 7.1 24" RCP FES 6'-0" 12'-0" 18" Class B 8" SANITARY SEWER PIPE STREAM CROSSINGS AND DISTURBANCES SHALL BE
Label Structure Description Elevation Ihl Depth fRl Area (ac) Cceffcient HW100 (ds) (cts) (InPor) PROTECTED WITH 2Y CIASS i RIP-RAP WfTH FABRIC UNDERLINER.
NCDOT Std 310.01 Flared End Section NIA 339.00 NIA NlA NIA NIA N1A F120 8.0 15" RCP FES 3'-9" T-6" 18" Class B 18" F100 (3) ALL MANHOLES LOCATED OUTSIDE OF STREET RIGHT-OF-WAY SHALL HAVE A RIM ELEVATION ONE FOOT ABOVE FlNISHED GRADE.
Y1101 Std. 8.02 Yard Inlet wI Grete and Frame 343.01 339.75 3.3 0.10 0.45 0.3 17.0 7.22 F130 5.9 30" RCP FES T-6" 15'-0" 18" Class B 8" C6102 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 345.20 340.30 4.9 0.15 0.80 D.8 16.7 7.22 (4) WATER LINE SHALL BE 5' MINIMUM OFF CENTERLINE UNLESS SHOWN
CB103 NCDOT Std 840.02 Caich Basin wl 840.03 Grate end Frame 345.20 340.70 4.5 0.35 0.45 1.1 15.9 7.22 F150 7.2 24" RCP FES 6'-0" 12'-0" 18" Class B 8" ' C8104 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 349.87 343.30 6.6 0,05 O.BD 0.3 14.8 7.22 rr ' ' " ° B 15'~ OTHERWISE.
in w1840.03 Graie and Frame 351.58 344.10 7.5 0.35 0.85 2.0 14.5 722 F 160 8.4 24 RCP FES 6 -0 12 -0 18 Class CB105 NCDOT Std 840.02 Catch Bas (5) WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM EROSION CONTROL NOTES
CB106 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Freme 351.57 344.80 6.8 1.00 0.45 3.1 12.5 7.22 F190 6.5 24" RCP FES 6'-0" 12'-0" 18" Class B 8" ' C8107 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 353.15 348.00 5.2 0.20 0.45 0.6 9.4 7.22 SEWER UNLESS THE ELEVATIONS OF THE BOTTOM OF THE WATER MAIN (1) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES
C61D8 NCDOT Sld 840A2 Catch Basin wl 840.03 Grate and Frame 353,70 348.80 4,9 0.50 0.45 1.6 8.8 7.22 Note: Provide filter fabric unerliner specified as Mirafi 140N or approved equal IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A DURING THE LIFE OF THE PROJECT. HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
cB1DS NCDOT Std 840.02 Catch Basin w/840.03 Grate end Frame 355,,0 350.30 4.6 0.30 o.eo ,.7 7.z 7.22 II h v a reinforced concrete i e RCP flared end section FES 45 2., 5.5 7.22 Plpe outlets sha a e p p ( ) ( } YI110 Std. 8,02 Yard Inlet wl Grate and Frame 353.50 350,80 2 7 0.84 0 AND THE (2) CONTRACTOR SHALL CONSTRUCT DNERSION DITCHES AS NECESSARY TO WHERE A WATER MNN AND A SANITARY SEWER CROSS, ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES.
- unless otherwise specified. VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE
F120 NCDOT Std 310.01 Flared End Section N!A 348 40 NIA NIA NIA N!A NIA G8121 NCDOT Sld 840,02 Catch Basin w! 840.03 Grate and Frame 357.32 352.00 5 3 020 O.BD 12 3.9 7.22 PASSES UNDER THE SANITARY SEWER, THE SEWER MAIN SHALL BE (3) CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHS AT THE STORM DUCTILE IRON PIPE. DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE POSITIVE
C8122 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 357.31 352.50 4 8 0.85 0.45 2.8 2.8 7.22 ALL WATER LINES SHALL BE DUCTILE IRON PIPE. DRAINAGE.
F130 NCDOT Std 310.01 Flared End Section NIA 353.95 NIA NIA NIA NIA NIA C6131 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Freme 361,52 354.20 7.3 0.10 0.80 0.5 10,0 7.22 (4) ALL CATCH BASINS SHAH BE PROTECTED FROM SEDIMENT WITH GRAVEL do (B) ALL WATER SERVICES SHALL BE 3/4 TYPE K COPPER AND ALL SEWER WIRE MESH INLET PROTECTION (SEE DETAIL) UNIESS NOTED OTHERWISE
C6132 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.35 356,95 7.4 0.10 0.80 D.5 5.4 7.22 SERVICES SHALL BE 4 SCHEDULE 40 PVC.
C6133 NCDOT Std 840.02 Caich Basin w1840.03 Grate and Freme 366.74 358.55 8.2 0.05 0.80 0.3 4.8 722 C8134 NCDOT Std 840.02 Catch Basin w1840.03 Graie and Frame 367.77 359.15 8.6 0.15 0.80 0.8 4.6 7.22 CUSTOM BASIN DESIG N VERIFY LOCATION OF ALL EXISTING UTILTfIES PRIOR (5) ALL UTILITY EASEMENTS AND RIGHT OF WAY AREAS OUTSIDE 0 R (7) CONTRACTOR SHAH PAVEMENT AND SIDEWALK TO BE VEGETATNELY STABILIZED PRIO TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS Tp CONSTRUCTION.
CB135 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 367.76 359.60 8.2 O.SD 0.45 1.6 3.7 7.22 C8136 NCDOT Std 840,02 Catch Basin wJ 840.03 Grate and Frame 368.04 360.15 7.9 O.Ofi 0.85 0.4 2.1 7.22 min 2:1 ratio IS BASED ON BEST AVNLABLE INFORMATION BUT CAN BE CONSIDERED
C8137 NCDOT Std 840.02 Catch Basin w7 640.03 Grate and Frame 367.39 361.61 5.8 0.28 0,45 0.9 1.8 7.22 5tora e Volume Stora e Volume Weir Welf ONLY AS APPROXIMATE. (6) SIDE SLOPES SHALL BE SEEDED WITHIN 15 DAYS OF G~~ E
CB138 NCDOT Std 840,02 Catch Basin wl 840.03 Grate and Frame 367.39 363.00 4,4 0.15 0.80 0.9 0.9 7.22 g g CB139 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 360.75 35625 4 5 0.40 0.80 2.3 4.1 7.22 Drainage Denuded Req'd (cy) (1800 width depth Provided (cy) {1800 Length Length D RIPARWJ BUFFER & 100-YR FL000 HAZARD COMPLETION UNLESS SUBSEQUENT UTILITY OR STORM D (8) BOUNDARY, ~ ON FlLES PROVIDED BY MAULDIN-WATKINS WORK IS TO BE COMPLETED IN THAT IMMEDIATE AREA INFORMATKN BAS
CB140 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 360.75 356.75 4.0 0.31 0.80 1.8 1.8 722 Basin # Area (Da) Area (Du) Cf/aC Da) length (ft (ft) (ft) cf/ac Du) Req'd ProVlded SURVEYING, P.A, DATED JUNE 1 AND JUNE 15, 2000. (7) NO WETLANDS SHALL BE DISTURBED, DRAINED, CLEARED OR FILLED
F150 NCDOT Std 310.01 Flared End Section NIA 363.00 NIA NlA NIA NIA N!A C8151 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 371.01 364.25 6.8 025 0.80 t.4 20.8 7.22 1 2,40 0.70 4320 43 21 5 4515 2.19 10 ' PHASES 5 6 UNLESS SPECIFICALI.Y PERMITTED TO DO 50 BY NCOEHNR ANO U.S. (9) TWO FOOT CONTOUR TOPOGRAPf~C INFORMATION WITWIN ERS ik RAVENEL CORPS OF ENGINEERS. ik 7 BASED ON FIELD SURVEY FILE PROVIDED BY IiH
DI153 Std. 8.01 Yard Inlet w! Concrete Slab Top 369.00' 366.00 3.0 0,77 0.45 9.0 15.2 7.22 0.70 2700 34 17 5 2890 1.37 10 SEPTEMBER 1003, (8) STORM WATER DISCHARGES INTO TERRIBLE CREEK TRIBUTARY.
CB154 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Freme 369.88 366.00 3 9 0,18 0.80 1.0 4.1 7.22 2 1.50 DCB155 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame (Double) 369.90 366.30 3.6 1.80 0.45 3,1 3.1 7.22 3 4.90 1.10 8820 60 30 5 9000 4.48 10 (10) WHERE THE STATIC WATER PRESSURE IS IN EXCESS OF 80 PSI, A PRESSURE REDUCING VALVE SHALL BE PROVIDED INSIDE THE BUILDING (g) 100-YEAR FLOODUNE SHOWN REPRESENTS FEMA FLOOD HAZARD AREA
4 4,10 2.00 7380 56 28 5 7840 3.75 10 IN ACCORDANCE WITH THE REQUIREMENTS Of THE PLUMBING CODE p~ FlRM MAP 3716300687 DATED MARCH 3, 1992.
f160 NCDOT Std 310.01 Flared End Section NIA 366.30 NIA NlA N!A NIA NIA 5 2,20 1,00 3960 40 20 5 4000 2.01 10 ' 11 FOR SANITARY SEWER MAINS EXCAVATED 14 FEET OR MORE, SPECVIL ~ 14.6 ACRES
CB161 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 377.97 368.30 9.7 0.13 0.80 0.8 13.1 7.22 2.30 720 18 9 5 810 0.37 10 CB162 NCDOT Std 840.02 Catch Basin wt 840.03 Grate and Frame 377.98 373.50 4.5 0.52 0.45 1.7 12.3 7.22 6 0.40 ( ) WILL BE RE UIRED. THESE DETAILS MUST BE PROVIDED (10) DENUDED AREA. BEDDING DETALS Q TO AND APPROVED BY THE TOWN ENGINEER PRK)R TO INSTALlAl10N,
CB163 NCDOT Std 840.02 Catch Basin wf 840.03 Grate and Frame 379.66 375.00 4.7 0.15 0.80 0.9 10.6 722 7 2,10 1,30 3780 40 20 5 4000 1.92 10
CB164 NCD07 Sfd 840.02 Catch Basin wl 840.03 Grate and Frame 380.92 376.40 4.5 0.35 0.45 1.1 9.8 722 $ 2,10 1.50 3780 40 20 5 4000 1.92 10 ' CB165 NCDOT Sld 840.02 Catch Basin w1840.03 Grate and Frame 381.49 377,10 4.4 0.78 0.45 2.5 3.6 7.22 12 TAPS FOR SANITARY SERVICES INTO MAIN LINES SHALL BE MADE ON THE { ) N WITH THE WYE SADDLE ANGIED WITH THE TOP QUARTER OF THE MN
CB166 NCDOT Sltl 840.02 Catch Basin w1840.03 Grate and Frame 381,50 377.60 3.9 0.32 0,45 1.0 t0 7.22 9 1,20 0.80 2160 30 15 5 2250 1.10 10 MAIN SEWER LINE FLOW. SERVICE COPINECTbNS SHALL BE PERPENDICULAR L DENUDED AREA 14.6 ACRES RvICED LOT'S R LINE OR TOTA FROM THE MWN LINE TO THE EDGE OF THE SE /W
C6167 NCDOT Std 640.02 Catch Basin w! 840.03 Grate and Frame 384.92 37520 9.7 025 0.45 0.8 5.0 7.22 4 0.80 4320 43 21 5 4515 2.19 10 10 2. 0 EASEMENT WITH A MINIMUM GRADE OF 1 4 IN FT FOR 4-INCH ~ M OF 0.60 fT 100 FOR 6-INCH. ALL C UT5 HALL EXTEND NMINSMU
to and Frame 384.43 360.48 4.0 0.53 0.45 1.7 3.4 7.22 Note: 1' of freeboard is rovided for each Basin, Cleanout Basin with 112 full C8171 NCDOT Sid 640.02 Catch Basin w/ 840.03 Gra p 6 INCH S ABOVE THE FlNISHED GRADE. WHERE A SERNCE THE EGDE
CB172 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 386.30 382.35 3 9 0.50 0.45 1.6 1.6 7.22 F190 NCDOT Std 310.01 Flared End Section NIA 350.00 NIA N!A NIA N!A NIA CONNECTED TO A MANHOLE, THE LINE SHALL TERMINATE AT OF THE INVERT OF THE MANHOLE.
C8191 NCDOT Sld 840.02 Catch Basin w1840.03 Graie and Frame 358.75 350.65 8.1 021 0.45 0.7 14.4 722 CB192A NCDOT Std 840.02 Catch Basin w! 840,03 Grate and Frame 360.45 351,45 9.0 0.20 0.80 1.2 13.7 7.22 (13) WETIANDS SHALL BE CONSIDERED DRAINAGE EASEMENTS UNLESS
C8192B NCDOT Sld 840.02 Catch Basin w1840.03 Grate and Frame 360.45 351.80 8.6 0.65 0.45 2.1 12.5 7.22 FIILED IN ACCORDANCE WITH REQLNRED COE k OWQ PERMITS. ,
C8193 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.34 359.80 4.5 0.65 0.45 2.1 8.9 7.22 CB194 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 368,50 362.80 5.7 0,32 0.45 1.0 4,8 7.22
C8195 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 371.10 365.90 52 0.95 0.45 3.t 3.1 7.22
YI196 Std. 8.02 Yerd Inlet w/Graie and Frame 356.50 354.75 3.8 0,45 0.45 1.5 1.5 7.22 C6197 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.93 360.80 4.1 0.35 0.80 2.0 2.0 7.22 - -
YI198 Std. 8.02 Yard Inlet wI Grate and Frame 366.00 363.25 2.8 0.20 0.45 0.7 0.7 7.22
HW200 Reinforced Concrete Endwall (design by others) NIA 351.00 N!A - - 361.12 NIA NIA HW201 Reinforced Concrete Endwall (design by others) NIA 354,25 NIA - - 361.12 N!A NIA
-
i
i r
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Storm Drains a Sche ule , B COMMON AREA RESTORATION NOTE
ps ream owns ream I Invert InveR Constructed Velocil _ ~I
Upstream Downstream flow Q10 Flow Q100 Y _ Node Node (cfs) (cfs) Size Material Length (h) Elevation Elevation Slope V101fds) - REMOVE BORROW MATERU~C; COMMON GREEN AREA ~ , - FOLLOWING CONSTRUCTION TO
YI101 F100 17,0 22.9 24"Dia. RCP 113.06 339.75 339,00 0.66 7.1 GRADED AND SLOPED TO DRAIN TOWARD STREET AT 2f: MIN SLOPE. IMMEDIATELY WILL BE H i - _ - ~ GRADING OPERATIONS SITE WILL BE STABILIZED WITH SEED AND ~IULC _ _ STREET TREE AT , ~ .FOLLOWING
24"Dia. RCP 53.09 340.30 339.95 0.66 5.3 - - CB102 YI101 16.7 22.4 24"Dia. RCP 28.98 340.70 340.50 0.69 5.1 ~oA 5~ 5b' O.C. MIN 2 'F/2" CAL) a A~CORDHVG--T4--T~E,.SE~DING SCHEDULE AND RESTORED TO ORIGINAL CO,NOmONS P ( , _ ; ~
C8103 C8102 15.9 21.4 CB104 CB103 14.8 19.9 24"Dia. RCP 144.55 343.30 340.90 1.66 6.4 _ PRO'VEd PHASE 9 &10 CONSTRUCTION PLANS. ADDmONALLY, _ ACCORDING TO AP ~ ,
C6105 CB104 14.5 19.6 24' Dia. RCP 40.22 344.10 343.50 1.49 6.7 1' - ~ ~ 1 PPI.EMENTAI STREET TREES RED `OAK,._~', CAL.) WILL BE PLANTE6 IN LOCATIONS f r / - SHOWN ON PLAN.
1 . 16.8 24' Dia. RCP 29.00 344.80 344.30 1.72 4.9 _ _ _ _ _ _ C6106 CB105 2 5 _ .w' CB107 CB106 9.4 12.7 18' Dia. RCP 156.50 348.00 345.00 1.92 8.1 _ ~ ~ J ma - - ^i
348.80 348.20 1.01 5.0 - ~ ~ r' CB108 CB107 8.8 1 t.8 18" Dia. RCP 59.23 _ r ~ ~ i i YI41~ i ti,,e i r _ - ~ ~ ~ " ~
7 9.7 18"Dia. RCP 134.75 350.30 349.00 0.96 4.3 ~ ' C8109 CB108 .2 YI110 C8109 5.5 7.3 18" Dia. RCP 20.00 350.80 350.50 1.50 3.4 _ U - ~

3.9 5.3 15"Dia. RCP 131.17 352.00 348.40 2.74 8.0 C6121 F120 B121 2.8 3.7 15"Dia. RCP 29.00 352.50 352.20 1.03 3.0 _ - ~ ~ ~ E , i _I,_ - ~
130 10.0 13.5 30"Dia. RCP 37.12 354.20 353,95 0.67 5.9 ~ ~ C8131 F Q - - \ ~
5.4 7.2 24"Dia. RCP 165.86 356.95 355.45 0.90 5.9 2 $ 6 ~ ~ 2'8 5~~ CB132 CB131 ~ ~ b ~ - i
1 2 4.8 6.5 24"Dia. RCP 161.73 358.55 357.15 0.87 5.6 ' CB133 CB 3 , CB134 C8133 4.6 6.1 24" Dia. RCP 36.86 359.15 358.75 1.09 5.4 ~ _ _ A. ~ r-w_____ / c N ti V
' ~ 'moo 8134 3.7 5.0 24" Dia. RCP 29.01 359,60 359.35 0.86 4.3 _ _ CB135 C - / I ~ _ . I ,
CB136 C8135 2.1 2.9 24"Dia. RCP 38.60 360.15 359.80 0.91 3.3 ~ , - I - 1 \
C6137 C8136 1.8 2.4 24" Dia. RCP 123.79 361.61 360.35 1.02 4.5 CB138 C8137 0.9 1.2 15" Dia. RCP 29.00 363.00 362.70 1.03 3.7 I - _ - 1 243 . ~ , . _ ~ - ~ ~ '
CB139 CB131 4.1 5.5 15" Dia. RCP 109.08 356.25 355.45 0.73 5.2 ' 356.45 1.03 1.8 FIE ~ LOCATED SIDEWAU ~ ~:r= >CATEO SIDEWALK - - ,~I~ \
C8140 CB139 1.8 2.4 15"Dia. RCP 29.00 356.75 20.6 27.1 24"Dia. RCP 190.87 364.2 363.00 0.65 T.2 2 C8151 F150 p t I ~ I ~ ~ _ _ ~ 274
19.6 24"Dia. RCP 53.06 366.00 365.50 0.94 7.4 2U4 _ 01153 C6151 15.2 ' 284 _ I {
B1 1 4.1 5.6 18"Dia. RCP 97.23 366.00 364.75 129 1.9 ' C8154 C 5 4.2 15" Dia. RCP 29.00 366.30 366.20 0.34 2.9 ' 1 5 C6154 3.1 ~ ~ _ DCB 5 ~ I 275 I ; 4. I ;
ROPOSED TREE _ ; ~ RED OAK, 3" CAL, 2 EA. I 20POSED TREE ' ~ ~ ~ I 1 ~ l 3" CAL, 2 EA ~ ~
_ - 1 ~ 1 / TEMPORAi~Y, I I ~ ^~44 319 _ r I , . ~ CONSTRUCTI~1 I, ;
C6161 F160 13.1 17.fi 24" Dia. RCP 136.39 368.30 366.30 1.45 8.4 7 373.50 37320 1.04 6.9 C8162 C6161 12.3 16.6 24" Dia. RCP 28. 5 ~ ~ ~ C TRANCE z ~ i
73.70 0.97 6.5 ~ 1, C6163 CB162 10.6 14.3 24" Dia. RCP 134.17 375.00 3 - ' / l
C6164 CB163 9.8 13.2 18"Dia RCP 59.51 376.40 375.50 1.51 7.8 ~ _ " - - 1.41 t.7 ~ ~ 83 , 8165 CB164 3.6 4,8 16" Dia. RCP 35.36 377.10 376.60 (C1 C 83 ~ ~ .k , 2 4 273 ~ ~ f , 1
CB166 CB165 1.0 1.4 15" Dia. RCP 29.00 377.60 377.30 1.03 0.9 X ~ ~
B167 CB164 5.0 6.8 15"Dia. RCP 95.81 380.50 377.11 3.48 8.8 1 rC1 ' C ~ ~ ~ ~
3.4 4.5 15" Dia. RCP 153.34 380.48 377.82 1.14 6.7 'i Q _ C8171 EXC846 ~ 1 l 245 - . _ , ~ INSTALL T FENCE,, ~ 320
C8172 CB171 1.6 2.2 15" Dia. RCP 110.00 382.35 380.68 1.52 4.7 1 1 ~ / ,
C6191 F190 14,4 19.3 24" Dia, RCP 113.43 350.65 350.00 0.57 6.5 1, , ' ' 115.60 351.45 350.85 0.52 4.9 ~ ~ 1, CB192A CB191 13.7 18.4 24" Dla. RCP 28~ B 1, , / E ,
4"Dia. RCP 27.00 351.80 351.55 0.93 4.2 - CB1926 CB192A 12.5 16.8 2 N ~ 272 I / AV ; E l IV 77 , ~
1928 8.9 12.0 18"Dia, RCP 188.84 359.80 354.10 3.02 10.2 ~ ~ ~ , CB193 CB 6.4 15" Dia. RCP 109.66 362.80 360.00 2.55 6.8 1 , ' CB194 CB193 A.B ~ _1 AD - I I
CB195 CB194 3.1 4.2 15"Dia. RCP 161.32 365.90 363A0 1.80 6.3 ~ 1, '28-1 _ - _ - - - ~ , ~ - / ~
75 354.35 2.00 4.8 ~ i "Dia. RCP 20.02 354 ' , YI196 C61928 1.5 2.0 15 360.80 36020 1.71 1.6 ~ ~ ' / 280 / ~
C8197 C6193 2.0 2.7 15" Dia. RCP 35.05 ~~rr~ , G ` Y1198 C6194 0.7 0.9 15"Dia. RCP 20.00 363.25 363.00 1.25 0.6 • . ~ _ _ / - 246 ~ ~ _ 279 ~ , e
" 54.25 351.00 3.71 13.8 421.0 555.0 87 x 63 ARCHICS 2 87.69 3 ~ ~ Q - HW201 HW200 O { / 278 ~ 0 / 271 _ ~ ~ , I ~ ,
Notes: RCP is Reinforred Concrete i e, Class Ill or otherwise noted PP r ~ ~ ~ w, /
AR Fi/CSP is Arched Corru ated Steel Pi e b Contech or approved equal. Use 6x1 corrugations with fully bituminous coated inveR. C g P Y ~ / r i i ~o F
Tc: 5 min far all inlets r. ~ ~ ~ 247 / ~
s, ~ / / Q ~
z \ . 291 / / ~ ~ / ~ I ~ ~ 1
z ~ , ~ ~ w / ~ ~ w / 2 2 , 0 / ~ / i~~~ ~ , / 292 ~ / ~ ,
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Y Sheet Na
No. Revision Date B w&a stele
r = ~ WITHERS RAVENEL
~ D,m By mw Date BALLENTINE SUBDIVISION PHASES 5. 6 & 7 EROSION SION CONTROL PLAN BORROW AREA ¦ ENGINEERS I PLANNERS I SURVEYORS 6 a 17
o~ra~os Cary, North Carolina 27511 tel [phone] fox: 919-467-6008 www.withersrovenel.com 111 fdacKenon Drive
Checked By ow lob No. zo FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA
~.oo

- ~ -
G~ ~ ,1 ~V ~
' ~ IFFE.385,00 / r + , ~ CT~ k~ c' 311 4 r rs L k%~, L DNERSION
, I - . ' L r. O ~~DITCH
I r FFE.37~.00 wrt.372. r ~ • G ' FFE:382.~5 / I J ,i ~ r , ~ 'S ~ '[G ~1 ~ _ L \
/ ' ~ t, c i _ ~ -----y. k \ , --.1 • PROPOSED~~
w ; •384.00 r , ~ ~ ~ ~ • • • \ \ ~ CLEARING
r ~ ~ ~ , i ~ 1 I
, O r ~ ~ l r, I r I ~ ~i \ , m
I I r ~ ~ ~ , - - FFE:382. 3:1 LOPE , :372_ , / 1 r ~ ~ ! 1 I ~ ~oaPa~r cusrow +wNrowkE ~ FASp~xr I
I I , _ 1 ,J . \ ~ d . LEVEL SPREADER ~3
I ' fFE:383. 1'Jfi ~ 1 / I f`3 . I p j Vr 1 ` ~ • ~'Q10 = 14.4 CFS
' 1 , ~ ~ 1 ' 1 ~ ~ •370.00 ~ , , I ~ - ; ( r y ` 1 , r ' FfE:364.Ob',, ,1 , ~ 1 ACTUAL MUL PA i L ~ 188 LF ~ l . =35000 ::364. I noN . ToP t1R,EL ~ , ~ ~
r ~ _ ~I 1 , I I a _ X360.6, AY - - - _
( 1 1 ~ h , + ~ \ , - r? PROPOSED I - ,1 t "",1 t ~ ~ TO MIN E
CLEARING I - - _ _ _ • / ' - , , I i \ / STUR E_ _ 20 p N ` ~ • RAC FLOO `
1 I 1/~ ~ I u?AITS FFE:383.50 DNERSIONJ ~ - ~ r, l I • .
I 7 DITCH f / 1 _ ~Bfi.00II I ~ FFE:370. 1 r \ , r ~ 'fir 1 ~ • v ~ , I
I RARY 1 ~ \ It ~ I TEMPO ~ ~ \ i -3~._ FIE: 72.50 , . \ ~ • , ~/A~ ~'~4r / ~
~ , - ENT ~ , / ` r r ~ ~
, I J: ' :371.00 i J. ' FFE:383.75 0 r + ~ . ~ I , \ . • ~ ~ 'R ~
I - - ~ / - - / ~ \ \ n •367.00 ' ~r •367.OOI ~FE;358.50~~ • - ,~~FE. ~ I
~ - - r k p - - a _-1 ,
I r ~ - I , FFE:381.50 ~ ~ ~ - •371.50 I • \''-NOTE' PPE • IASf Tb.
' ~ i - ~ ~ FFE:373.00~` ~ ~ , ~ , ~ ~ 1 i` ~ r fIARED • r •366.oaF. , ~ . i ~`v
1 • ' , '~FFE:35rs~ \ ~ ~ ~ LEVEL SPREADER ~4 -
' `ee. ° ~ \FFE:37~: ~1 •368.50 ~ A i. A a~ ~ \ •368.50 ~ . ~ / ~ w ~ :V 1, . . 51 LF ~ \ ,v `v / 1 vv • ~X;, UP EL =349.00
\ ~ ~ e"? ~ ~ _ -
7~~ ~ \ -CON ~
' S EWALK \FFE:373.OL)/ ' I ~ ~ \ _ ~ ~ , 1 1 ~ ~ ~ ~ 1 '4. . :35.2 134 ~ , • ~ i 1 1 ` I `~r
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~ v ~ A N ~ v i v ~ 1 ' i.
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~ j / ~ , ,,+aa''% ~ ~ 11 '356.67 ~ vI • '1 i 1~~ / ~ 1
w \ , / \ \ , ~ ~ FFE:367. ~ ~FE:359.50~ , / ' , • I v I ~ ~ 1 ~1 ~I 1 ~ , • ~ , . / 1 , , • 1 1
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- ~ ~ ~ \ ~ ~ / I A • , ~ 1, l 1 ~ ~ t ~ , ~ , 1 , ~ . ~ , / , I , ~ , ~ l ~ ~ \ ~ ~ ~35s.oo , ~ 1 ,
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1 ~ 1 ~ , ~ X ~ ~I vI ~ .
~ ' •,369.2 ~ ~ ~ ~ \ ~ / ~ ~ ' ~ ~ ~ ' ~I ~ ~ ~ 1 ~ 11 1 I I • 1 1 , ~ ~ 1
- . ' 1 ~ ~ / B40 ~ \ ( ~ / I t ~ • 1 1 1 I , , I I ' 1 •p ~ / ,FFE:355<67 , 1 , / hMesa. , aY5arevt~~ I 1 1 1 l
~ :370.00) / E,3 ' _ \ ~ • a ...w... . ~ ,
/ , ~ i ~ ~ 1 w • 1 1 ~ 1 1
A , ' ~ , \ ~ r 1 ~ • 1 1 V W 1 ~ ~ - 3:1; SLOPE , - / ~ SILT ~
•370.50) - _ _ ~ / \ % \ i ~ - l ~ CE ~ i ~ ./i / ~ I r: I ~ 1
~ / / , / /A• / ~ i / I • ~ ~ 1 1 1 ~ I / ( 1 1 1 I / TrC:J~. 1 1
, EROSION CONTROL NOTES ~ ~ ` • ` f r ~FFE:366. ~ i •357.50 . ~ , ~ 1, ' it / 1 i 1
LEND . EROSION CONTROL LE sHA~ ~ / (1) corrrRACTOR 1• / / ~ I ~ v ~ \ 1 ~ 1
i DuIaNG THE LIFE of tiN: PROJECT. . ; o / SIL7 FENCE _ r ~ , J ~ i 'fir
(2) CONTRACTOR SFWL CONSTRUCT DIVERSION DRCHES AS NECESSARY TO ~ / MPORARY ' ENSURE ALL SEDNWaIf IS DNIECTFD NAO EROSNSI CONTROL MEASURES. + QNSTRUCTIO~J _ ~ ~ ~ / o i ~ , • • ~ i 1
DIVERSION DITCH 3 CONTRACTOR SHALL PROVIDE ~ ~p ~p TNL DTTCHS AT THE STORM ~ ~ ENTICE D . ~ ~ TO Y1111 F fFE:355.0~ ~ , ~ ~ I
~ ~ O , DRAINAGE PIPE olsa+ARCE POTITS AS REOUNiED TO ETAiURE POS(TNE , / _ i % / / ~ _ ~ I 1 , / / j1 I 1
oRAIWrGE. / ~ , ROCK CHECK BE PROTExTED FROM SEDIMENT MIIiH GRAVEL ~ `;'T r ~ , w 11 ~ I 1 / I ~ r w__ ~ I
DAM (4) ALL GTCH BASWS SHALL ~ DETAIL UNLESS NO1ED OTHERWISE. ~ i MITRE MESH NrLET PROTECTION ( ) r _ . ~ i, - , I I
' ~ - x x (5) ALL UTNlIY EASEIiaAS A1D RIGHT OF MIRY ARFJIS OU15~E OF / r ` ~ - ~ 75 ~ ~ / FFE.3yl. ~ ~ ~ / I
PROTECTIGIJ PAYEIIaR AiD SOEiNAIJ( TO ~ VEGETAIiVIlY STABNJIFD PRIER ~ - x-z INLET ~ ~ ~ i ~ % x,:.,4.25 ~ i , ~ i
/ + 6 SDE SLOPES SWILL E SEEDm 1MTFW 15 DAMS OF GRADING / . /
UIUIY OR 5TOR11 DRATJAGE ' _ COMPLETION UiLE~ SIDSEOLENf _ _ WORT( 151D BE COMPLETED TI 11N7 MEDIATE AREA ~ ~ ~ \ " ~
CUSTOM CUSTOM BASIN ' / r ' BASIN ' ~ NO WEMIDS SHALL T1E OISIITiBED, ORATED, CLEARED OR filED / ;PROPOSED' I ~ • , CLEARING 1
~ AID TLS. UNLESS SPECFICALLY PERMRIED lO DO SO BY NCOEITi! ~ /f - ~ gg77~ ~lYIT'S . ~ FFE:357.50 ~ .67 ' ;
ARMY CORPS OF ENpNE17tS. ' ~ ~ ' / ; ~ 1 1 ~ ,
NSTRUCTION ~ ~ ~ ~ ` ~0 8 STORM WATER DISCfMRCES TAO 1T91l1'~E CRm(1R~1GRY. / ` , ENTRANCE / + ~ ~ i~ / ~ PROPOSED ~ ~ ( _ ~ ' ' ~ l / ~
9 1oa-YEAR FLOODINE sHOwN REPRE~l1S FEMA Flooo w?zATD ARE/? ; , ~ / , r~ ~ / ' CLEARING ~ uMITS 1
O DATED MARCH 1912 , , ' - U _ ~R ~ MAP nte~oo~ , \ FIAREG ENv SECTION / ~ \ ~ I ~ 1 - I f.... ;
AREA; X0.0 ACRE.T i , ' ~ ~ ~ w/ RIP RAP OUTLET (10) DENUDED . r ~ t.% + ~ < ~ ~ , FFE:353.001 , ,
PROTECTION / r ~ ' r i / / s ~ / , / i. FFE:35 ~ ,
/ r 1 f 1 '1 / , , ~ ~ ~ ~
~ f I , I l + ~ • ~ / ,4'~ I I I 1 O ~ I ~
I I 1 ~ /f / 1 l l '1~; i I r I ' I I ~ I ~ • / • ~ ~
' ~ 'r UTILITY NOTES r ~ ~ ~ ~ (FFE:355. ~ •353.75 ~ FFE:352.50I ~ j . ~
N SHALL TIE IN ACCORDANCE MATH TOWN OF I ~ 1 All CONSTRUC110 ~ ~ ~ ~ ..,J ~ / I CON5I~RUCTiON REGRADE J ~ ~ / ~ PROVIDE ; STORI~WATER TO
- NA 5GNDARD SPECIFIGTIONS AND CONSTRUCTION FUQUAY VARI ; J ; ' ~ ' DETAILS LAiEST REYISTON. + ~ / ~ i S EET FLOW O'i1EER LAND ~ . ; ~ ~ ,
2 THE CONTRACTOR SHALT. USE EXTREME GRE lO AVOID OISNRBING } y,~,~ • ~ 1 I
EXtSiING stREAM CHANNEL DURING SEWER uNE CIGISTRUC110N. ALL ~ ~ ' CROSSINGS AND DISTURI9ANCES SHAH BE fiARY SEWER PIPE BITTERN ~ ~ , !
~ TOTAL DENUDED AREk 40.0 ACRES ~ , PROTECTED MATH 22• CLASS iRIP-RAP WITH FABRIC tprOERI.TIER. + I •352.00 ' ~ 20' , ~ , ' - J ~ rw+iw'°"
3 ALL MANHOLES LOGIED OUt510E OF STREET RK;HT-OF-WAY SFWL ~ 1 GRATE. ~ ~ ~ ~ ,
HAVE A RNrf ELEVATKIN ONE FOOT ABOVE FlIdSHED ~ : , ' OFF CENIERI~ UNLESS SHOWN GEC ~ , (4) WATER LINE SHALL BE 5 MTNMUM A PRE-I~N5TR11C110N " 1 i
ro ~I~ ~rc ' F. + 1 • / Yn M 1~#i YM ~MK~ l; OTMERMASE. ~ + r ~ FFE:353 '
THE TOWN OF FUpUIIY-WIRNA PRIOR TO q~I~IfRUCTION. ` ' 5 WATER MNNS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED COwIFTREI~CE SANITARY OR STORM 2 PRIOR TO STORM DRA~IYGE M~STALlATION„ q)NTRACTOR SHAH FIELD , i , ~ t .
EDGE lO EDGE FROM EXISTING OR PROPOSED ' , ~ I ' 1HE BOTTOM OF 11•E WATER MANi POSiiNE DRAMrAGE TO DAYLIGHT. ~ - ~ SEWER UNLESS THE EiFYATKINS OF VERY EXIS1MiG TOPOGRAPHY TO ENSURE 8 ~ ~ , . i
IS AT LFJST 18 TK;HES ABOVE THE TOP OF THE SEMIQt WITH A ~ LE~EI. SPREADERS SHAH ~ A 20. ORARIAGE AND IIAINiENANCE ' ; , I , HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ ~
MEET 1HE MiTETVT OF DEFUSE ' EASEMENT !Mq SWlll. (~NF'ORM 10 TOPOGRAPMf TO i , WHERE A WATER WW1 AND A SAN(fARY SEWER CROSS AND iFE ~ ' ~ o'er , ~ ~ ~
LESS THAN 18 INCHES OR THE MUTER LMIE VERTICAL SEPARATION IS SIW.L BE PR041gED ~ ' ~ 4. A TO' TEMPORARY CUSTOM BASH! WiNiEWINCE EASEMENT ; (FFE:352.7,b 347. , ' ' ~ 1 ~ / i U i
UNDER THE SAINTARY SEWER, 1HE SEWER MAIN SHALL , t AADIN~ EACH BASMN. , DUCTILE IRON PIPE. °
5~ ' ALL WATER LINES SWILL BE DUCTILE IRON PN~E. _ _ _ _ _ - , , / , ~ ~ ,
TYPE K COPPER AID ALL SEWER ' 6 All WRiER SERVK£S SFWl BE 3/~ ' ;I ' r ,
O LE 40 PVC. EROSION ~ ~ ' ~ s " i , SERVICES SHALL BE SCHEDU ~ ~ ~ ~ ,
OF ALL EfOS11NG MLffIES PRIOR THIS PROJECT' IS LDGIm APPROXTYITELY iW0 MILE'S NORI}IFAST ' , CONTRACTOR SFWL VERIFY LOGTION / (n ' ~ ~ ~ ~ ~H I ~ , t ~ \ - i ~ ~ ~ '
TO CONISTRUCTpN. IOGTION OF EXISTING UfW>tES SHOWN ON PLANS OF DOWNTOWN FUQUAY-WMTIIM ALONG SUNSET TAKE ROAD ACROSS TFIS PROJECT' INVOLVES PWlS6 , BEST AVAN.ABLE INFORWTION BUf CAN T3E (~NSDERm FROM BN1EN1>rE DANiY FARM ROAD. ~ a LS BASED ON ~ , I ; ' r / i
ONLY AS APPROXIWTt: 51 6 ~ 7 SUBONISION OEVElDP1~NT FOR 156 STIGLE FAMILY DWE1LNrG ~ , UNITS. SEDT~ENT RUNOFF TS TO BE CONTROLLED BY SILT FENCE, r + ~ i ~ ~ i i ~ r I ~ i ~ ~ l
8 EXXlNDARY WETLAND, RIPAI8IW BUFFER E 100 YR FLOOD HAZARD TEMPORARY DVERSION ' ~ GRAVEL AND R~ RAP FILTER BASTE, AND , + w iNFORWTION BASED ON FlLES PROMDEt~ lTY W1ILDIN-WATKIILS ~ ~ - ~ r + I ~ ~ ~ V ,~1 ~ ~
W RVEYING PA DATED JUNE 7 AND JUNE 15, 2000. DtfCH(R AS SFIOMM ON THE PLANS. ORATIAGE FROM TINS SiTE LS . , + • Tt5Bl1TARY 1T) TERRIBLE CREEK " ' ~ ~ ' ' I I ~ ~ 1 1
~ (9) TWO FOOT CONTOUR TOPOGRAPHIC INFORMATION wm1T1 PHASES 5, s ' wm~RS ac RAVENa ~ ` d: 7 BASED ON FIELD SURVEY FlLE PROVIDED BY i ~ FfE:347. ~ ~ r ~ 1 ~ i ! , /
SEPTEMBER 2003. w i ! I ! , I r i..7 + ~ \ 1 j O i % ~ ¢ I ' .I r :JN.WI 1, ,1 / ~ ~ ~ , / rA~ . ~
(10) WHERE THE STATIC WATER PRESSURE IS W EXCESS of s0 PSI, A ' r 3 PRESSURE REDUgNG VALVE SHALL BE PROVIDED NISIDE lif D11lDMrG ,,~pUiiiii,rry/ ~ ; ~ ,J ' 1 i ..J 1 1 / \ ~ 1 . /
, + ~ IN ACCORDANCE WRH THE REQUIREMENTS OF THE PWMBNG CODE. I i 1 ~ ` / , / / ~ 1 / , / ~ ~ ~ ~ / 5,. , ~ / 1 ~ 1 • ~ l
14 FFFf OR SPECIAL ~ ~ , (11) FOR SAN(iARY SEWER MAINS EXGVATm f~ ~ O •r• ,y , , ~ , \ \ , I
BEDDING DETALS MINI. ~ REQUNIED. 1FESE DETALS MUST BE PROVED ~ j OF~IO ` a BY THE 1OWN ENGM'IEEIt PRKIR TO TISTNIATION. 'I'ti' 9 ~ ; • ~ , TO AND APPROVED ~ 9 1 ~ \ r I 1 1 ~ / • 1 r TEMPOS ,
° - SEAL = • / if 170A1S5 ~ ~ CONSTR ,~44 ~ M, ~ E
° 12 TAPS FDR SANRARY SERVICES INTO MAIN L1NfS SHAH 8E MADE ON 1HE - _ ( ) SADDLE ANGLED WRN THE - TOP OF TIN: MAIN VAiN THE WYE : ~5 - r e ~ / / ~ ENTRANC , , ~ ~ ! ~ \ I 1 ~ DON i ~ I ~
FLOW. s~ CONNEC110NS swu.L aE PET~ENaau~R R CONSTRUCTION ~ , ' ~ \ wWl sEWER uNE NOT APPROVED FO _ / M WW1 UNE TD THE EDGE aF THE SERVICED LOT'S R/W tNiE OR N ~ FROM THE 6~1 0 . ~ ~ ~ M ~ ~ / / ~ 1 DITCH ~ ` ` • i
FISEMT?IT WITH A IMNIMUM GRADE OF 1 4 IN FOR 4-INCH E ~4 ~ ' , 4 0.60 Ff Too FI)R 6-INCH. ALL ExrEND A ITHRaw of ~,,~q(f ; , 1~ ~ / ~ ~ ~ 11 ~v ~ ~ I I 4 ~
~ 8 TICH ABOVE 1FN: FINISHED GRADE. WHERE A SERVICE UNE S nr~r , ~ ~ I ~`/c ,.r. ~ AI 1V , ~ / 1 ~ \ , Z i
CONNECTED TO A MANHOLE, THE_ l1NE SHALL TERMNIAIE AT T1iE EGOS ! / ~/1?
z OF THE INVERT OF THE MANHOLE. Vv
d UNLESS (13) WETLANDS SHALL BE CONSIDERED DRAINAGE EASEMF.N15 TOP OF SAWARY i~UWHOLE i V 2, ~ewoaMr atom M
FILLED W ACCORDANCE MATH REQUIRED ODE DWO PERMITS. 0 3(' a 24' TBM ELEV 337.70 wwrow+~ - DMH TO
M ; o 11 -T 000 11 1 , DAYLJGW r
SCA 1,-a
M 362"" • , , OF
M O
Y
No. RE Moon Date Shat No
1 PBt TOWN OF Y•YAR9iA COMMBM U" m wa DETAILED STORM DRAINAGE & WITHERS RAVENEL
BOUNTY FWS1 REVIEW V/20~ WH D"^ By ¦ MVH Des lW290 BALLENTINE SUBDIVISION PHASES 51 6 & 7 2 PM WAIF
3 PBt TOWN OF RQUO-YMNA ?ND RMW OV09 04 AWH EROSION CONTROL PLAN 1 ENGINEERS I PLANNERS I SURVEYORS 17
laodcad by Dw lob No' MMuo FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA 111 Iod(erw Drive Cary, North Cardita 27511 tet 919-469-3340 fax: [phone] www.withersravmel.com

ER0SI~1 CONTROL NARRATWE
THIS PROJECT LS LOCATED APPROXIMATELY TWO MILES NORTHEAST OF DONQVTOMTI FUQUl1Y-VARINA ALONG SUNSET LAKE ROAD ACROSS ~ I t I ~ , ~ I _
FROM BALLENTINE DuVRY FARM ROAD. THIS PROJECT INVOLVE PHASES I I ~ II ~ 11 ~ I I ~ ; ~ ~ I I 1 , ~ . ' ' 1 1l I i
5, 8 d: 1 SUEIDMSION DEVELOPMENi FOR 156 ~NGLF FAMILY DWELLING ' 1' ~ 1 1 a r ~ ~ ' ~ ` ` I I , \ 1 1 , 1 I 1 I I r \ UNITS. SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE, I , 1, ~ ~ ~ , , ~ ~ , 1 1 1 I , I I 1 ' 1 II I 1 1
I . i I ~ • GRAVEL. AND RIP RAP FlLTER BAS9dS, AFB iDIPORARY DNERSgN \ ~ ~ 1 1 \ , 1 t 1 ~ 1 I I I I I , , ~ • , , , I I 1 I I I 1 I I I 1 I I I I 1 ' I i 1 I I I I I
DTTgiE AS SHOWN ON THE PUNS. DRAINAGE FROM THIS StiE S ' , I ' ' , • ` , pip, ~~py y~ /1p[[y , 1 , ~ t , , . . , I I . , I , . , ~ , , TIIIDV(/N{1 TV TERRIDLL MGCJ\• ; 1 `1 ~ l '1 1 '7 I I ' I I I ' I ~ • J~ ~ ( I 1 I ~ 1 r' , I 1 ~ I I I 1 ,
I ~ I i I 1 I I 1 , 1 1 I , I I ~ • A ~ , 1 1 ~ I 1 I , 1 1 I I I I I I I 1 ~ , • , ` , I 1 h I I I ~ I 1 ~ I 1 I I I ~ I 1 , r I 1 , I I I 1 I 1 r .
, 1 ' 1 1 1 1 I 1 I I 1 I I I I 1 ` , , f I I I I I I 1 1 1 , I 1 I i I I ~ I 1 ~ I 1 I I I I 1 1 1 r
EROSION CO 1 1 I 1 1 I I I 1 ; • ; NTROL LEGEND 1 I ~ I • I ; , I 1 , i I 1 ~ 1 I f 1 I I ` I
1 , I I 1 I I , I I I I ~ d , , , ~ SILT FENCE r ' I i i I II i 'i ' I i t, • ` ~ 1 I I I ~ I ; 1 I I I 1 1 1 I I I 1 1 I
20 PUBLIC Gf~EENWAY EASEMENT ' ~ ~ ~ ~ ~ ~ ~ 1 I I I r 1 1 I I i '1 I I
DIVERSION DITCH 1 ` 1 f I I I 1 I , I I ~ 1 1 I
• 1 I I I I ' ~ r i ~ 1 I I I I 1 I r I I
ROCK CHECK ` ` ` t ' `v ~ ~ ~ , 1 1 I I 1 , / I I I ? 1
DAM I ~ 1 ~ ,v ~ • ~ . , FLOOP.HAZ ~ M ~~~~pD p~~ OMIT I i "~~^^•nN+nsnrmere~arrmt~sn•~.•I,mss.~e>R+~eseenwsawl.*sriss~arrns.rrnsa..~4nn•+s.rans...+lmn.....n......•}..••.~...n.? 1 FLOOD-J~AZAR JV~~-~j~ I I I 1 r , I
-X / t ~ 5 , j ` r , ' I I 1 ' I I i 1 , ~ 1 , ~ 1 ~.I I ~ . ^ , I I r
INLET PROTECTION , 1 ~ `•1 \ f / 1 r n~ I 1 I i ~ _ / - \ f 1 1 r ? ~ - 1 I 1 ~ 1 ' ~ ' I ~ ? 1 - ~ / / 1 1 I t
? 1 ~ ~ r 1 , ' 1 I 1 1 r
LUJI VIII _ I . , 't \ , \ \ , \ \ , 1\ ~ , J ~ , i 1 f 1 'I I I ~ I s , , ~ 1 ! ~ 1 1 ~ r 'Y ~ • 1 • 7 I I 1 ~ I i j; ~ FFE3 5.ooJ ~ TkIIS AREA TD BE CLEARED
t9ASiN CUSTOM BASIN a ~ _ _ r - - 1 y I 1 ` , i ~FFE:375~08 r 1 `I ENT I / ~ I AND~IGRASSED FOR PERMAN i v ~ ,
~ I 1 ( , ~ , ~ , • ~ ( I 1 ~ , • I I ~ `,I \ \ \ \ \ , a~ \ • \ ~ ~ 8 ~"''"ti, I ~ OREN SPACE~REC AREA ~ , l
r, t I I v \ , . , . ~ , FFE: 7 •3 .2~ . , ~ 3~50~ FFE39 .25~ ' 95.25 •39 ~ ~ ~ ~ , L ~F'E`375.5Q~ n , N ' 11 I , A ! ~ I t ~ I 1 /~3 \ I v ~ I ~
CONSTRUCTION ~ , ~ ~ r 3 _~.I .J ENTRANCE ~ , \ • , o , 78, 'FFE:374.50 1 I ~ I I I I ~ 1 1 ~ / f ~ I I 1 V 1 1
FFE:378.25 ~ \ A(ZFJ,
, 1 , w \ CARED END SECTION - , ` 3i e 1 I 1 \ OP501L STOCKPILE ` / , T ~r PIT ` ` f BOR _ _
r . ~ ~ w/ RIP RAP OUTLET , ` , ~ ~ ~ . ~ X \ , ` ~ - I ~
PROTECTION , M~ \ ` ~ ~v , ~ • 74.25' ~ ~ _ ,
iiRUCTIOM 15 COIIPlE1E . ~ ~ ~ I , - - R1H AIO CIlS1011.811SN ` ~ ~ I I
~ 6 ~ ~L ~ '383,50 0 . 2 , 1~ AND CUS~DW.ek i , ` . ~ 1NLI. AMD STORM T A!0 Sf01N lER ~ ~ rl fF'E:372~ i i 11 ~ 8 ~ ^ Via. \ r 1 ` 1 \
i i ~ 1 ` ` \ ` l UTILITY NOTES ~ ~ ~ ~ ~ , i ~ / \ - I r 1
(1) ALL CI)N5IRUCTION SWILL. BE IN ACCORaVICE WRH TOWN OF ; - - ~ - - _ ~ ~ \ t • r \
Fi1QUAY-YARINA STANDARD SPECIFiCATKINS AND CONSTRUCTiDN i I ~ \ , ` I DETMLS, uTrar REVISION. I , , ~ r 1 , ~ • ` ,F~E:3a3, ~ ` I / \fFE:37115(y _ PRO f - I r ~ CLEARI
~ • , . ~ THE CONTRACTOR sHAU. ~ I i C \ / . \ O ExrRaaE CARE To Avao DrBTURLTINC I ,~1,~ , ~ FfE.398.25II FFE:397.2 FFE.395. I \ , \ ` , , , 6 ~ fFE:393.50 FFFa3 .7 ~ • - I r \ I~
EX15T9JG STREAM CWWNEL WRBIG SEWER LNE ~ ALL "'I. I ~ \v 1` , / \ sANruRY SEwWER PIPE sTREAM ~ AND DISTURBA~cE I _ I _ _ ~ 1 , ~ , sHAU ~ I _ ~ /FFE:387.50r ~ \ I , Ilrl~ . f£~. 72.5 - 1 I -
PROTECTED Wlili 22• CUSS 1 RIP-RAP W(flf FABRIC UNDERUNER. ~ 1 ; ` 1 r ~ ~ JJ ~ ` , ' ~T' 1
ALL MANHOLE LDGTm OUTSIDE Vf JI RCCI MF1111f-N1Y ~ ~ ' ' ~ I ~ ` \ V '1 11 \ I HAVE A RIM ELEVATX>H ONE FOOT ABOVE FNiSFIED GRADE. ~ 1 , ~ \ , 1 , I r \ •371. ~ r ~ \ 1 ~.FFE. ~ , , A
I \ (4) WATER LME SHALL BE 5 MIMI11A1 OFF CENTERLINE UNLESS SHOWN . ~ d I I~ ~ \
1 ' 'S ` • ` P / / J I ~ ~ FFE:370.5 ~ -~'•3b"f25 ~FFE:367.50
(5) WATER MAINS SFWl 8E LAID AT LEAST 10 Flf'f UIERALLY MEASURED DIVERSION ~ ~ ` 1 \ EDGE TD EDGE FROM , 1 I ~ 1 ` ' \ •N.Y.2j` \ • I \ \ EXSTNVG OR PROPOSED SANITARY OR STORM DRCH , ~ , . ' ~ ~ 's ~ v
~r. • A SEWER UNLESS THE EIEYATXMS OF THE BOTTOM OF THE WATER MAN •
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER W(iT{ A t ~ ~V ~ / ~ + \ HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ 1 ~ \ . 1 1 1 ~ .371. ~ Y ~ \
WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE L ~ ` ~ \FF~•.378. • ` ~ ` ~ . •367. ~ ~ \ • • . • , 1 \ ~ i ~FE. 5Q ~ \
vERnc,AL SEPARJITKIN ~ ~ . s LESS nNN to LNa~s oR THE WATER LRIE ,
PASSES UNDER THE SANITARY SEWER, THE SEWER MNN SW41 BE ` ~ DUCTILE IRON PIPE. ~1~:385.59/ \ ~ ~ ~ ~ ~1 \ \ k' ~ 010 13.1 CFS _ ' • ` I 1, ' a a ~ 1. - , 1
ALL WATER L91ES ~ \ ~ • ~ ~ SHALL BE DUCTILE IRON PEE. ~ •378.00 ~ . s { / :364.00 ~ EA+DEN~ i • I ' v l 1
, (8) ALL WATER SERVICE SHALL BE 3/f TYPE K COPPER AND ALL SEWER ~ ~ , ~ \ •1 1 r .~.~we~ev ~ N I 1, 1 1, d) ~ ~ I
, SERVICES SHALL ~ ~ SCHmUIE ~0 PdC. DNERSIO'u]~ ~ ~ , / \ ~ / , 1 , .a _ I ,
CONTRACTOR SHALL VERIFY IOGTK)H DITCH \ ~ , (7~ OF All EXSTING UTILTiTrx Pi80R / •383. \ 10 CONSTRUCTION. LOCAIKIN OF ` ~ ~ • `,~FFE:37R50 ~ 1 ' EXISTING UTMTES SHOWN ON PLANS 1•fE:387.5~ , , , ,fi.i i ~A511 HP8liF71ANCE ~ ~ ~ , ` , \ ~ fF~367.251 \ II 1, 1 ~ p E~ 1>. • 1 ; ~ , ` ~ :3V6.(V/yy~ O \
BASm oN BEST AVAxABLE INFORMATION BUT Taw ~ ~ '1 ?'I ~ `r ' • • 1 1 1 \ 1 ~ \ ~ \ I
ONLY As APPROXMNTE / ~ ~ \ ~ , ' ' ` CLEARING LEVEL S'RREA[~R \ / ` / \ 1 1 1 I ~ ~ 3. \ a 1 ~ ~
(s) eouNNtDAARY, WETLAND, RPARNN a 100-YR F1O00 HAIARD 1 1 , ~ ~ ~ 1 NFORMATKIN BASED ON FlLE PROM BY MAUlD9i-WAIKINS ~ ~ ~ I ? ~ \ / 1 1 I , uMrts 410 2~o c , . a 1 ~1 \
SURVEYING, PA DATED JUNE 7 AND JUNE 15, 2000. - 1 - - , ~ ~ ~1 ~ \ TOP UP EL 3fi3.00 \ . / / ~ x.75 ~ W I ~ ~ \ ` • ~ _ \FFE:368.OO~l
9 1W0 ~ ~ ' / \ \ x.75 ~ w . FOOT CONTOUR TOPOGRAPF9C 9'~IUiTION WftFgN PHASE 5, 6 I \ \ 1 , I , ~ k T BASED ON FlELD SURVEY ETU: PROVIDED BY WITHERS k RAVENEL IFFE:388. / , 1 , \ `
, ~ ~ .A ~ ,/1 1 , SEPTEMBER 2003. ~ / ~ _ , , ' \ ~ 1DIP0104t'(~S1 • ' :364.50 \ ~
1o WHERE TNT STATIC WATER ~ ~ ~ 7 y \ ( ) PRESURE S TN EXCES OF 80 PSI, A , , I I , PRESSURE REOUCINIG VALYE [SrF~N,L~L uBE PRWDED N'I¦SM~~~E~TH~nE eBIwR~LrDING , ~i ( ~ ^ 1 11 ` ~Y W ,
ACCORDANCE WITH TFIE REAUROIENtS OF THE F1.LLIIBING wrc, ~ - ~ fFE:385 , a J 1 r ~ 1 a ,
(11) FOR SAIN1iAR'Y SEWER INNS EXCA1pIlED 14 FEET OR SPECML ~ ~ I / ~ , FFE~78.50 FFE:376.50 EX. YVETLWDS ' . ~ - _ ~ ~ . ~ _
BEDDHG OETAMS WILL BE REgUNlED. THESE OETAIS YIST BE F'ROii~D ( ' , \ t ~ , TO AND APPROVED BY TILE 1DWN EAGiIE91 PRIOR TD MSDilLA110N. ~ , f~'E:388. , Ff'E:~78.50) ~ t ~ , \ ` •
' i ~ ~ \ I i i ` (12) TAPS PDR SANITARY SERVICES MTO MALN LB1E S1TM1 BE MADE ON THE - r 1 ~ ' ' ~
loP QUARTER OF THE MAIN wrtH TILE WYE SADDLE ANGIID WrrH THE ''1 I ~ , MAIN ~ ~ ~ I SEwm LLNE FtoW. sERwcE caN+r+ECnoNS SHALL BE PL>2PENOI000~R I , 1
FROM THE YAlN UNE TO THE EDGE OF 1HE SERVICED LOTS R/W LNE OR ~ ~ 378.00 ~ ~ ~ , ~ 1 1 ~ rte' _ 1 `i.~:, , ` ` 378.00 ` , •a ~ ~ _ _ / F~382.00
EASEMENT WITH A MN1NIglM GRADE OF 1 4 S FOR 4-MICii ~ • 1 i ` ro i I _ , 0.60 FT 100 FOR 6-INCH. ALL EXTEND A M96111UM OF I ( -y- ` ~
6 I ABOVE THE FINISHED GRADE. WHERE A SERVK~E UNE S f - 1' ~ ~ , CONNECTED TO A MANHOLE, THE UNE SWILL TERMMATE AT THE EGDE f '~I ' 1 ..r ~ • SPREADER .~2-"- ~ . -IIEY~1rl ~ / 11 W 1 I 1 ` . • { , 1 = 1D.O •Cf'~ : _ -~'~FFE:359.6~ ` J'~
of THE INVERT aF THE MANHOLE. _ _ x - - V ,%~FFE:37'8.op - , - - ~ ~ ~ , 1 I I ! I A ,
' ~ y it 13 WETLANDS MALI BE _ ` ~ ' ( ) DRALNAGE EASEMENTS UNLESS - I , II ' I I I TOPUP ,~l / _ FFE:360J5~
F0.1,m IN IMK~ WITH REQURm COE ~ DWQ PERMTiS. ~ • ~ ~ r - ~ ~ ~ •385.00 II IFFE:37 , ~ I4 I + t 1 IIFFE375,50 1 I I I i . ~-•/r _ ` /
i _ ~ t ;L•~'' I r I 1 i I 1 • ' 1••• • W I I 1 1 I 1 1 1 `A 1 ,
- i •387.00 t ~ ' ' I ~ 1 ' I - i 1.. ~ I 1 I 1 1 I - • ~ • ` ~
~ , ' Ir I ~ FFF~377.25) a w r I 1 I 1 1 \ ~1 1 Y - y~t f \ • 1 1 - • •359.75 ~ ~ / I 1 1 I I I V e 1 r 1 f 66 ) \ _ r
, ~ I ~ 1 EROSION CONTROL NOTES I. _ ~ I 1 ` MULCFI PA > . r. .
' ''rFFE:37.7 ' , (1) coNTTRACroR sHAU. MAINTAIN Au. EROSIONON CoNTROI srRUCruRES % •~•0DI , ~ 'L_~ .7 I EQ 1 ~1~/11'{ FFE:3 .2.~// 1 r L_~~ j j 11 II II 1 • 1 11 1 , \ ' V ~ ` '
DURWG THE UFE OF THE PROJECT. I I --y'~ ~ , -ti r ~ \ J ? 1 1 I 1 ~~J • 1
(2) CONTRACTOR SHALL CONSTRl1CT DNERSION DTtC~S AS NECESSARY TO , FFE:388.0~ ~ ~ ~ ~ ; - - I _ V I 1 , ENSURE ALL SEDBAENT S DIRECTED INTO EROSION CONTROL MEASURES. , - - - ~ / ~ I ; 1 I ~ I I \ 1 I ' I 1 I I 1 1 I 1 1 • ~ /
, ~ ~ , I I 3 , ~ I , , CONTRACTOR SHALL. PROYTDE LRffD TAL DiIT21S AT THE STORM , r I r 1 I I ~ • J . ~ 1~ M' .'t59 _ r . / 1
I •375.50) DRAINAGE PIPE ascHARCE P~aNrs As REQUrRm m ENSURE PoSmuE - , •383. ~ , ~ 3.50 II 'BEM I , I~FE: 3.50 1 r 1 ~ / \ , ~ I 1 r 120 U• 24' , ` •359.00\ \ r
DRAINAGE. r ~ , r-- J ; , ~ I ' _ ' a18T ~ L~_J I ~ , (4) AU. CATCH BASINS SHALL BE PROTECTED FROM SEDIMENi WrrH GRAVEL a I - - , 1 ~ TDPS01 STOGCPI AREA , UIbER PAiH ` 1 / '
WIRE MESH rNLET PROTECTION (SEE DETAIL) UNLESS Norm oTHERwISE. ••385,00 - , - -
_ , r , I I i (5) Au. anon ~ raalr of WAY ~s ours~E of ~ - - r 1 ' ' { , I ' I I 1 CHANNEL ~ 3~ LL r ~ ~ I r I I D L ~ ; DNERSKNI
PAVEMENT AND SIDEWALK TO ~ VEGEUINELY STABIIJZm PRIOR , . ; I , ' , TO CONSTRUCT10N1. I I ~ , r I I SI 1 G Q I I • 1 1 ~ ~~DITCH I 1 , , 1 ~ ,
' , FFE:37~. r t:372. ' ~ , -~J 8 SIDE SLOPE SWILL ~ ~ ~ ' ~ ' SEEDED WITHIN 15 DAYS OF I O GRADING , , I , - ~,h ~ 1372. r I I ~ / 1 I ' - ` ~ .L '
, t. a (X)LIPLE110N UNLESS SUT35EQUENi Unlfn OR STORM tNtNWlt~ I I ' ' I ',--rte I h ~ • ~ ~ ` c 9r" -Z --1 f • ~ 1 --PROPOSED.
WORK IS TO ~ COMPLETED IN THAT IMMEDIiTE AREA. ~ : ' r ~ ~ , r , 1 ~ ~f'E:384.001 r f~•-r--~- 11 I r I I • ~ ` ` • ` ~ 1 ` Imo. • ~ CLEARING I I ~ I ~ _ ~ Z ~ ~ ~ ,LIMITS
(T) NO WETLANDS SWILL BE OTSTURBm, DRAJNED, CLEARm OR FILLED ~ ' ~ ~ , UNLESS SPECIFICALLY PERMfTTm TO DO SO BY N(3)EHNR AND U.S. i I;; i ~ - - . I / ~ W I ~ .ra ~
1~ ARMY CORPS OF EN66iEERS. 1 r ~ I I ~ I I v - - ~ i FFE:382. 3;1 ; •372.50 1 ,
.fJ • ' , (8) STORM WATER DISCWIR6E BifO TE1ti~E CREEK TRIBUTARY. , r ; ~ , , ~ I
w ~ ' i ~ (9) 100-PEAR FIAODLTNE SHOWN REPRESENTS FEIN FLOOD HAZARD AREA ~ ~ 1 I ~ 1 . F . . _ , • , _ •:r i I
•383• • a15b ..f-~ I • PER FlRM MAP 3718300687 DAIm MARCH J 1992. ~F'FE, ~ ~ ' ~ _ _ ~ y o 1, I I 1 MUL PA •
' - r ~ n •370. 10 DENUDED ~ ~ , 1 1~ ( ) AREA: X0.0 ACRE •370.00 '.S3.,. ~ ~ ,~lAl • , . ~ y 1 TION S _
PROPOSED , r - ~ FFE:38,. , 50I CLEARING _ ~ i , GEl~RAt. NOTES: - ~ , - .
I I I ' Z LH~NTS SWW. SCHEOUI.E A PRE-I'~NSiRUC110N .50 ~ ~ - ~ - I •
w I DIVERSION 1 ~ THE TOWN OF f1lQUAY-YNt~llt PRIOR TO CI~IIStRUCIION. - I - -'1 DITCH i w - - ~ , 9.5 ~ • ~FE:35 4C' 1 •
Q 2 PRIOR TO STORY DRAINA(~ INSTALUTiON, CONTRACTOR SIW.I F>E<lD \ ~ ` . VERY E>uSiNVG Tt)POI~tAPF(Y TO ENSt~E I TEMPORARY ` I FFE:370. - . ~Bfl.00I ~ • ~ 1. ~ • I
POSrr>vE oR~cE To oAYLI~T. i 3. LEVEL SPREADERS SWILL. BE CONTANr1EO INi1FNN A 20' f 1 FT~E;381• CONSTRUCTIO 1FfE:372.5bj; - DRAMAGE AND WIMIiiENANCE 1501 ,
w EASEYENf AND SWiLL CONFORM TO TOPOGRAPH1f 1O MEET THE INTENT OF DIFFUSE ~ - - ENTRANCE ~ ~ I I ~ , \ 1
r ~ ' p 1 , FLOiM. FFE:383.75 r r" 3 I r •371.00/ ~ ' ~ `
A ZO' TEMPORARY CUSTOM BASIN WIINTENANCE EASQIENT I , sw~LL eE PROMIOEO r i - - u 1 AROUND EACH BASIN. r 1 1 - - - _ / ~ ~ 7.00 ~FE~358.50~` •
!O , , I , \ 1
~ , j ' FFE.381. ~ ~ ' , / I 1 1 1 ~ \ \ •371. I ~I • ~
o FFE:373.00~~ o r ' \ TOTAL DENUDED AREA 40.0 ACRES r ~ i ,
~ < m \~IlNUUlrrh,~ ~ ' ~ \FFE:37~: ~ ~ , ~ 1, 11, _ I E37~: ~1 - •368.50 ~ ~ ~ ~ ~ `
CAIN i, ~ _ I 1 `I 1 y~;, _ ~ . ` , 1 I~ ,
OQ C1' ; ' erg ~ / ~ O O , • ~ 1 i;, I \ v l s ~ _ ,I , _ ~ /
t~P 1~9- CONNECT PA / 1 1 I _ \ 1 1 1 ~ ~ ~ 1 ~
- SEA I \ Z t = 1 ,I ? ~ •35X.2
g tint eapQnv~n ~np rnL~crol TrTlnu ~ ~a~ = ~ _ - , ~ ,
nv nI I Iw v a- GO I vn VVI\d 111VV I1VI~ -i-/ cvrw r, r'+yj
-FFE3:73.00 _ . • / ,
'.,40, 0 v d0' 120' 24('
h 1,1j111111 tUIIN~ 52 45T .00/
SCALE 1'-ff I ( 1i •356.67 , , / • /FFE 372 - \ r •
t ' `359.501 / • FFE:367. ~ r+ \ ,
f .0 ~ r f I l 1\ ~ ~ \ 1 1 l
Na Romm Date sde
t PSt TOWN of RXAMMARNA CORY M Via" MVH Wilt r a w
2 M WAIF COWN ARST RF" lt/M MVH DaMn ~ BA 6 & 7 DETAILED STORM DRAINAGE & WITHERS RAVENEL Shft Nm
3 PER TOWN OF YVMNA W RMM OIIN& MVH MVH IN" LLENTINE SUBDIVISION PHASES 5/ OEM By Job Na
DW 2031]500 FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA EROSION CONTROL PLAN 2 ENGINEERS I PLANNERS I SURVEYORS 5 A7
111 MocKmm Dmre Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersmverW.com

F ~ ~ 'I I .~y `6 i I
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\ h \ I i I I ~ I. 4 i 1
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\ I I ~ j ~
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BE ~ CHA \ N J R e. , v \ \ ' \ ~ BASS LAKE ROADS ~ ~ /~V ~ , ~ ~ 1
\ ~ ~s ~ , ~ ~ -
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~ \ \ ~ ~ ~ \ \ SUNSET LAFE ROAD ~ ~ \ i~
! \ ~ a6f ~ ~ ` \ \ i ~ ~ JOHNSON POND ROAD
_ 1 1 ~ \ ~ \ _ I V \ A? F ~ i ~ I /
I V ~ ~..r ~ 3) 1 1 A ~ JAMES SLAUGHTER ROAD ! ~ v, ~ ~ ~ -
I I ~ s$ ~ ` ~ ~ I l iaT~ r ~ ~ ~
I ~ ~ \ 1 ~ I I I \ I ~ - ~ ~ MAIN STREET-US 401 - / i I
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? l r. . - ~ ~ ~ _ _ - - _ -r BROAD STREET-NC 55 ~ j -SITE
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\ ~ \ 'i ~ ~ -STEWrP,T JONNCQFJ~ STREET POND ROAD HILLTOP ROAD ~ JUD6 PARKWAY
\ I 1 ~ l \ ~ ~ ~ s I ' ~ 1 ~ -BROAD STREET ~
I ~ ~ vv ~ 1 I ~ ~ ~ I \ ~ ~ ~ I WANE CHAPEL ROA J Q ~ NC 42 t 1
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ow 203VSM FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA OVERALL LOCATION MAP ENGINEERS I PLANNERS I SURVEYORS
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I STREET POND ROAD ~ ~ JUDD PARKWAY
~ I . ~ _ ~ BROAD STREET
~ ~ \t - _ - , - WANE CHAPEL ROAD NC 42
NC 55
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Drawn By Date ¦ EXHIBIT A WITHERS RAVENEL Sheet Na
MVH 04,18105 BALLENTINE SUBDIVISION PHASES / 6 & 7
~ Checked By Job Na
Dw 203vsoo FUQUAY-VARINA WAKE C`JUNTY NORTH CAROLINA 11 1 1 ov OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

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HTER ROAD ~ _ _ JAMES SLAUG ~ ~ ~ - - 1 ~ THIS AREA TO 8E CLEARED ~ AND_GRASSED FOR PERMANENT
MAIN STREET-US 401 ~ ~~V ~ ~ _ ~ H) - - - p ~ • ~ _ , _ , • ° OR.EN SPACE/REC AREA t '
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JUDD PARKWAY _ _ . ~ ~ ~ N _ _ ~ . _r- -
BROAD STREET NG 42 ~ ~ ~ ~ WAKE CHAPEL ROAD ~ `
~ ~ - . _ _ - NC 55 ~ ~ • • ~ ~ /
\ - RIVER BUFFER-,.... , ' ~ ' IFFEii ~ 0•• ~ ' 1~
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Date 6 Designer way Scale AS No. RevLUOn SHOWN
WITHERS RAVENEL DWQNIMPACT
SUBUNISION Dram gy pate ¦ ,avft 5/14/04 BALLENTINE / 6 & 7 ENGINEERS I PLANNERS I SURVEYORS
Checked By pw Job Na 20FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersrovenel.com
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MVH 5114104 BALLENTINE SUBDIVISION PHASES . 6 & 7 DWQIMPACT PLAN WITHERS RAVENEL Sheet Na ENGINEERS I PLANNERS I SURVEYORS
Checked Mf Dw M Na 203Ts- 111 MocKenan Drive Cary, North Carolino 27511 tel: [phone] fox: 919-467-6008 www.withersrovenel.com
FUQUAY•VARINA WAKE C'JUNTY NORTH CAROLINA m