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HomeMy WebLinkAbout20061955 Ver 3_Site Plan_20080721 _ t _LI~ PaNt 3' ~z ter ~f ~ I r/! ~ / 1/ / f//V, 1 ~~~/i 1! l pf / .,~lr~: ~ r dell V I ~ F'/~ J / ~j r1 f ,~~~t r_ , f„ ~ r J ~ ~ ~i .j / 1 /1 rr//~ ~ ,r''0 , , r ~ / ~ r r~ / 1 r,' ~F/ ~ ~ r i f dJ~/i~ 1'~ % / / I> ,!f P~ f 1 A~ . 's ~ ! ~ - r` ! ~ ~ y 1 0 a.x` z ~a ~ ® ~ ~ 3 Si! ~ h-- ~ ~Q cs 1 CY ~ ~ ~ p. i ~ ~W, E-- F- 4 i ~t: ~ n. W U' ~ ai ® F 1~ ss51 -F.. Project: Le end Greystone III • • Water client: CROSSROADS • Wetlands cADFile ' KINSEY-JOHNSON Ol S an an Se onsu an Vvrr~ Woods Line Scale: 12/os1o~ 614 South Second Street - Smithfield NC 27577 Date Phone/Fax; (919) 934-8610 -Email; dbliley@earthlink.net 1 -100 i j I ~ N/F ~pSE6 ID II I y I~ I ~ \ ' NGD NAN~LDt~ III I 1 \ \ \ ~ ~ i ~ I i ~ \ ~ IAN Dg~EDITN X923 I I ~ II D/X H 543. ? g 1 ~ ~ r , ' l h , t 1 ~ I ~llb I \ y 1 0 ~ \ ~~o\o, \ ~ - 1 1 \ / / / J 'kaY r/+ %~T r/+7n r/a%~ 2 ~ \ h / ~ 1 ~ ~ / / / NC I ~ / _ .5' ROLLED TYPf ?10 O ~ v / 8" COMPACTED ABC AND 1.5" OF SUPERPAVE S 9.5A 2 v~/ I 1 / I 1 \ / PUBLIC STREET GUTTER -SEE ~ / i / I ~ / DETAIL SHEET \ ~ ~ ; 117j~;~\ I \ ~ - J / I I I 1 \ / Ttimberland 46+25 thru 51+50 1 ~ ~~7 ~ / I ~ 1 ~ ~ 1 i ~1 \ / ~ / / / ) ~ / I ~ I I ~ - / / ~ 7+75 / / ~ ~ / / ~ , / / Poolstide 74+50 thru Ennis Farm 1 ~ 1 ~ / / i 3 1 ~ ~1~~~ I u-~ / / I / / / \ - / ~ ' n \ 1 \ I ~ i ~ / / i ~ I I(, / \ \ ~--J / / / / / I p ~ \ / I I ~ ~ _ \ / / l o / ~ \ / / 1 ~ ~ / / ~ ~ - ~ SLATS , I .lll. Q=.~o / ~ ~ / ~ / / \ / HEA - ~ \ / / ,G. VAR 1, ~ ~ ~ l 1 ~ Iel 3~~m N0 SCALE _ 1, ~ I ~ ~ o -~4~_ _ J ~ , 1111 / I ~ , 1 ~ ~ 1 \i~ \15'0?s9. ~ I I / / / / ~ _ - 1 , ~ I I - ,6. ~ / , I I , ,~G / ~ ~ . ~ ~\-_J ~ / / / ONE ppR OVE I / 'os\ e~ ~ / / _ \ / I ~ pOHNS ~INpp L6p1 / i / ,i 183 ~i i 88 , 9 ~ I I I 1 ~ 11 ~ 0p \ / \ / - \ F \ I I / / D/0456~ PG ~ / 1g3 / SIN 11 ~ ~ / / / 4 y ~ ~ ION \ ~~0 1 I _ / / / ~ / ` / \ / \ ASS \ l / ~ ~ / / / ~J xw \ / NSM \ \ ~ o I ~ 1ST ~ otl l ,~~"I /j/ / / ~ \ ' II 13~~\ \ / / ERN , ~ / , .6 ~ I ~ . / / 9 6 ~ 1 s la / ~ ~ J / ~ ~5 ~ I c=es9 ~ / ~ 19p 1 I \ ~ b / \ \ 1~5 , ~ ~ ~ / I \ +64 \ l I l ~Y / / ~ ~ R.2. R-~3Q 0A ~ I , 1.13 I \ _ I \ / I h / 1 , / Q~ f , . , ,31 ~ INSET 0~ B U~~~R I MPA C T h ~ rIr " I "g o P 1 ~ I ~ I ~ I R 1 . \ \ ` 1 \ / 1E ~1 ` ° 4 I ~b'?,1 \ 5 11 'III ~ ~ 1 1 0 ~ / \ o~ I I f I~ p~EN I 1 / \ 2 \ ~ s~ ~i UN II \ I sas \ / ~ 6 ~ \ F I I I~ IMP 1 I \ ~ \ 1 ) / I ,aa\ ~ 1 ~ 1111e1 SCA« ~ 50 ~ \ R/p~ . \ _ _ _ 191 ~ 11 III I ~ / \ti1 0\ ~ / ~o 1 1 \ \ o~~ NCI ~ 1 , I,=~ I ,~s / / \ I 169 ~ ''x° ~ ~ I I J 11 \ / ~ \ 11g \M~ ~ 1 11.11 ~ I ` I ~ 1 ~ G D~ I J \O \ I , IMPACTS e 0 I ' II,I 1 I / \ 6 _ / 1~' / I 1 z ' ~ 1 ro -----J \ 19 I ' I,3 I I WETLAND - 3 976SF 0.091 ac \ tg ~ / / I ~ C / : Yi o I o 4j / / ~ I 1 g / ~ ~,a ~ ~ o^ BUFFERS: ~ / / 9 6 • ~ WET1~1 N 1 N ~ ~ I I \ \ ~ / . / I I ~t/ I 16 sew / ~o / _ 11a / ,93 ~ ' ~ II'''i; ZOIUE ~ - 7, 348SF 0.-17ac - - 1 R / I GA ~ 1 1 ~~gK~P ~ a a u ~ i - ~ ~ 1II,,~ / \ / \ Q•Q \ / i" I I / \ / ~ ) ~ ~I \ 3-nid It' ,f f~G 1 2~o~~r q ~ ~ 0 0 1 \ 1 / / ; ' ~ 1 ' li y ° ZONE 2 - 4,120SF ~Q. 095ac~ ~ , 1 / V \ \ / / 1 I ~ \ u / a o ~ ~V~ l ~O / I l ` ~kr,~h o I I / 1 0 I \ / G I~ ~ I I I a. 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I / l / ~ ~ 1 198 / ,5/,,~ ~ ~0 I / h PRIP~1 ~0 / ~ V ~ ~ 1, RIP ER 1 \ ~ ' ~ : % ~ 1 IMPOUNDMENT fi ~ _ ~ I / _ _ 9. n ~ / m V ~ _ ~ \ ~ ~ ~ / / sv 2 I 5 ~ 18 c,, . ~ -7L / \ ~ / ( 16 / ~ / m~ ~ ~ y / A .Q J ~ 1 9 ~ ~ I i- / o / i~ it i~ A 8 I c , ~ I`w f \ \ ~ - % i / I ~ X510 G R - ~I -?boD ~ I / / / / ~ 2. ~ 2. i ~ iG /ice ~ ~ ~ ' I rl 1 I \ \ \ / / I GPI' S0 w 9 / ~ / / S . / / ~l~o I / ov/;~i~,~~1 i~~lao~~l ~ 0 ~ ~ry~ I ~ I ~ N YDI~ 1 S/P TOR i i N/F N JR `8 ~ ~r..~i~~~~~ ^ / / 162 y5~ / / / NN 6 ~ ~ \ / Q J ( / I S 6 2909• ~ ~ ~ ~ I ~ / / I / i ~ 6 ~ , ~ / - o \ ~ S j N~ CLASS B ~ ~~~'F' S\ ~~6SF ~ ~ a 0 '-C- ~ \ 1 g ~ ~ r' ~ I~ / ~ ~ ~ F2 ~ 1 ~o / ~ / ~ / ~ 1 I ~ ~ ~ ~Z ~ 6 ~ os~, rr0 1 ~ - I / / l oo 1 1 ,D ,r / ~ , > ~ / JOHN NRIE / / / ~ 160 1 1/ ~ W ~ S~.IEY' LEY, MA 836 \ / / T< / \ / / TYPICAL ROADWAY SECTIO ~ pG 1 F /A 1 , ~,,,~f i ~ ~ D~~\ ~ \ / gyp, JAS 0 52 / / / ~ ' ~ND6 ~ - _ \ ~ ~ RA 162 Fo / \ / ~ f1 ' rl~tt \ 50 R W p/ e ~ / r ~ / ~ s ~ 6~ ARE ~ / so - 3 F~RF S \ ~ ~ v 71 ~ RIGHT dF WAY / - \ / Dtl'.- \ N/ RI. ~ I 1, D' ~ / tO~BE iOENR, AEt~' S6 SiQEHR, A~846 ~ ~ S~ / q0 ~ Ojs, ~ I /.y~~L4 1 1 1 g' 0" 78.0' PAVEMENT 6 5 0' 3 D' \ - sxouLDER DITCH DRDH \ \J// ~ \ i ~ / 5i0E332, PG 64 W SHOULDER - ~ l \ / .v~oo, tP~ g / DB i ~ S 0 ~ 1 Dg t332, 'r/~o C s~,o 9 I O 1// .`y ~ \ / ~ T ro ~ G /G~ ~ ~ ~T ~T ~ ~ >~o ~ Mn 6:1 SLOPE JJ 3;1 / / ~ •p ~ y / A ~ ~ I / / ' / =cam / / ~ ~ oo~ / / j IF~TF-~ STS ~ F~' I I I T ~ ~ 0 0 1 1 g Z ~ TilFti I ,p,''~ o 8 COMPACTED ABC STONE AND 1' BOTNM / ~ ~ / a C) ~ \ ~ 1 1/2' SUPERPAVE MIX 5-9.51 I I / T / o ~ A / \ C7 MaK 3:1 SLOPE / \ ~ ~ / 1^ ~ ~ LOCAL RESIDENDAL AND COLLECTOR ROAD I I I / \ / i 0 / \ 1 ~ \ \ °r / / 0 / ~ / j ~ 202\ / N F, N,a ~ ~ . ~ n,_g.l I- i e'"` ~ \ / N,~"' 115 ~ cn~ / i \ \ MGKEEN~47, PG V O / / ~ \ Zg9 ~ ~j` j/ / \ \ \ / \ / U / ~ / \ / ~W~ ~ 1 v~ w ~ \ Zp1 - - ~ \ / Z ~ \ ,.._.t. ~ ~ ~u~ ~ ~ X008 o f \ i ~ 1 ~ , i i . DENR=4Nr11~E~~UAIiT'Y \ \ W ~ \ - IN~TI~NDSAND'a7pAP~'NAl'e~~sl"a~h;H 1 ~ ' °"h/ DRAWN BY.• CLIENT.' -N.T• PROJECT.• REV. NO. REVISION DESCRIPTION DATE ENGINEER t~,~,9AR0~~, ° { ~ ENGfNfE ;ROSSROADS DEVELOPMENT CORP GREYSTONE CROSSING ~ - SEl~~ = V Y/NG • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPING ~ ~ _ LAND SUR E - _ ~ P~T,~ ,CF ~ J S,P << v~' SHLL! HILL: Ll HILL i ..Ill iIVL V 1023C WEST. MARKET STREET PO BOX 1401 TE. SMITHFIELD,. NC 27577 PHONE 919-934-3490 BU FERIWETL ANy IMPACTS HORIZONTAL SCALE: L SCALE..- DATE DWG SHEET- 1 100' FNIA 06/17/08 08-02C 1 OF 2 1 LEVEL MIN. 3-INCH NCDOT #57 STONE i SPREADER WITH 6 OZ. NON=WOVEN GEOTEXTILE UNDERLAYMENT ELEVATION VA ELEVATION VARIES CREST COINCIDENT V 6 TYP. TOP OF FORE COINCIDENT WITH I 3' TYP. ELEVATION TOP OF FOREBAY ELEVATION ( ) ~ . #4 ~ 9" `"000°U°u0vOv0.,0~0..0_0 U v v v < < °000000°000000000°0°°0000000 • I ~ 0 0 0 0 0 00°O°0OOp00000~ << c < INSTALL EROSION PROTECTION ' . ` . L LEVE TO ALLOW FOR SMOOTH #4 ~ g" ~ CRE LEVEL SPREADER CREST ELEVATION.. < TRANSITION WITH DOWNSLOPE oN CENTER I. ' ` GROUND SURFACE INVERT SEDIMENT 1.5' NP. ' . 1- ' .I L <L. - v 1 . ! ~ I 1 ~ L ' ~ iL c L ~ ' ~ L Q ! I I- - - - - ~ ~ i i' 4, < FOREBAY FLOW SP~ITTER LEVEL ~L ~ 1 I ' < < #4~9„ SPREADER TABLE ~ L <L L < ~ L L • ON CENTER ~ - - I ~ L ' ~ . '1 tl'1 ' I • . a. I LS# FOREBAY h (ft) d (in) L (ft) _ - ` < L L < . I AREA (ft ~ _ < , ~ ~ , . - ~ Tr L r 1 1~ • 6,. TYP. ~ < ~ ~ ~ • - 1 23.8 0.34 ~ 6 29 < ' < . • L < L 1 ~ L. I ~ 4~9" - # - ~ , #409., ON CENTER - - - - - - - - ON CENTER . 2' TYP: _ _ _ _ _ - -III-III-III-I 1 I I=1 I I=III=1 I - - - Y - LEVEL SPREADER CROSS SECTION SECTION A A T P SECTION B B B-B NOT TO SCALE NOT TO SCALE CALE Figure 8-4 BYPASS , Typical preformed scour hole layout and components (NCDDT 2[}Q6} FLOW TRAPEZOIDAL BYPASS CHANNEL 3-INCH LAYER NCDOT #57 STONE * ~ EROSION PROTECTION V TI ELEVATION VARIES ~ RIPRAP-LINED. ELE A ON VAI SEE DETAIL COINCIDENT V COINCIDENT WITH R PIPE ' yr OVERFLOW WEIR ELEVATION COINCIDENT TOP OF FORE TOP OF FOREBAY (d~15' OR18"~ ~,~qN~}~,p, j SEE TABLE 0 0 0 0 0 00 A WITH INVERT OF °o°o°o°o°o°o o ELEVATION ELEVATION ROlLN1SCT1~!} A , Oo°oOO°o°o°oOOOO° BYPASS CHANNEL i 0 0 0 0 0 0 0' 000 O A o°o°o°o°o°o°o°o o°o° 0000000°o°°°°OO°oOO °°°°0 0 °°°°°°0000°°0000° LEVEL SPREADER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CAST-IN-PLACE CREST ELEVATION r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 << 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE FOOTER h ~ L ~ ~ PERf~lANENT SOIL ° ° ° ° ° ° B B °o°°°°°°°°°°° °o°°° d I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SEE DETAIL LEVEL SPREADER SQUAREPI~ORMED RE]!J•=ORCEMEM'MATTING o°o o°o°o°o°o°o°o°o o°o°o 00°0°0000°ooo 00000 o°o °o°o°o°o°o°o°o o°o°o °o°o°o°o°o°o o°o°o° , J INVERT ELEVATION SCOUf~HOLEIPFSH) ~ (P3RM). PsRa,15NAll8J= ~o o°o ~c## o ~ o°Q o o°0 0 0' o oe° (RIPt~W {N BASIN NO7 ~ SEEdF,.[a WfTH VEGETATION - - _ - SHO~M1lNfORCLAWTY) ° ~ , ' AT fNSTALL,41'{OhL L pp 0 °O°<0°0~0~0~0.°/0 Op~000 0~.0~6~0°0 OA00OOp0 ~ INVERT SEDIMENT 'L - - 0 0 - - < , FOREBAY <.I z - - - { L L i - L -1 I I-III-III- - ~ - - _ _ .v _ _ _ PVC .LEVEL SPREADER - ~ - - - - - - 1.5' TYP. _ _ FEEDER ORIFICE - - - _ - - - - - - -II- SEE TABLE -I -~~,I ~ _ _ - L C ~ -III-I - TYP. SIDE - _ < _ - - - Figure 8-,5 SLOPES 3H:IV - - - - - I < ~ i L: L ~ = Preformed scour hole cross section (NCDOT 2006) ~ - . ~ • - - ..SEDIMENT < - ~ . , L ` L ~ L _ L #4 0 9° FOREBAY - - - - - - - - - - SEE TABLE - - - - - - -9N CENTER PIPE r-- PSRPr1 C ~ , - I ;d=i5" QR 18'j INaTALL lEVE1 ~NQ Ff~( F€.USH ~N1TH NATURAL. A SWALE UPSLOPE , DEPTH OF SCaUR HALE ~ GROU[VD OF LEVEL SPREADER, 3' WIDE, 6" DEEP _ _ Y ~f~,TURAL S CTI N - E 0 C C 2~r~ •1'~! ~ ~ _ GR4UND NOT TO SCALE CALE Ui~ER: LASS B R6PRAP WITH TYPE 2 FILTER FA8R1G hlIN.1' TUCK INFLOW CHANNEL ' DEPTH OF I~PRAP BASE WIC7TH W • - I W Q LEVEL SPREADER SYSTEM TYPICAL PLAN V E NOT TO SCALE Z 0 w o c~ a 3 U M 2 O U W 2 O w ~t~~ DRAWN BY.• PROJECT.• REV. N0. REVISION DESCRIPTION DATE ENGINEER ~W~ NOARp CLIENT. a ~°..,~~~ssro~ o ~ ; ~ ~ ~ lF~ q ~ ENGINEER: ZOSSROADS DEVELOPMENT CORD GREYSTONE CROSSING ~ Q ~ SEAL s ~ ~ LAND SURVEYING ~ ENGINEERfNG ~ LAND DEVELOPMENT CONSULTING ~ MAPPING 21094 _ _ _ ~ hT-TACT ~K SI•ILLI HILL: HILL: 1 11111J1/ J 1023C WEST MARKET STREET - PO` BOX 1401 9 ti~~ k~~. C9 DATE.• oR o; _ ERO SMITHFIELD NC 27577 PHONE. 919-934 3490 EROSION CONTROL DETAILS HORIZONTAL SCALE.- VERTICAL SCALE: DATE. JDWG SHEET' . N/A N/A 06/09!08 08-024: Z 2 DF