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HIGHWOODS REALTY LP ET AL AP SOUTHEAST PORTFOLIO ZON E2 _
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~ III ~ 1 / - % ~ • ~ a~ PIN # 0795-17-8443 t ~ O 351.0 ~ i > > , ~ 18 ~ vs oa~s~. ~c ~ ~ s~ r' ~ i ~ ' DI65 ~ ~ b~
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~eto TOW: 342.5 ~ V" 13 BARRY L. 8 ALICE H. BARBER / ~ ~ PIN # 0795-17-944~~t 0 1
5 ~~r"" ` PIN # 0795.17-8351 ~ d~ DB 08944, PG 1789 a \~BOW: 324.0 , t y ~ ~ ~
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Ar'° JOHN ARTHUR DILWORTH ai ~ ~ ~ t~
~ ~ ~1 ~ .~N \ ~ PIN 0795-17-8251 ~ 4 ~ i ? ~ ~ ~ 1
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PIN # 0795-17-8133 ~ M.B. 1989, PG. 25 y ~ e.,i''~ ~ ~ ~ \ DB 08703, PG 2o~s ~ SINGLE FAMILY/ ~ j / / ~
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fy DB 04517, PG 0003 ~ ~ ~[s~k N BLUE MARLIN REAL ESTATE f ZONING R-4
4, ` ~ ~ S DEV. LLC ~ ~t S PIN # 0795-18-8809 i
~ ~~r ~ ~ ~ ~ L 4 ~ DB 11508, PG 0455 ' / ~ r„ ~ ° ~ ~d ~ ~4 4 ZONING R-4 ' _ _ / ~ ~ j ~
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~ OLP 09/07/2007 EKE SUBDIVISION -PHASES 2&3 BUFFEI kVFmN W-L Sheet No.
to ~ Checked By Job No. FER IMPACT PLAN WITHERS &RAVI ENGINEERS I PLANNERS 1 SURVI U RVEYO RS
i KW 02061123.001 BALEIGH WAKE COUNTY North Carolina 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]( i19-467-6008 www.withersravenel.com
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NR -WATER t3UglITY )4 AND STatMAT6R BRANCH
VICINITY MAP
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f I , ,-'i r r ~ rr~ r~ .r INDEX OF SHEETS
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8~,~ ~ / r~ y•~~ I ~r \ PRE-DEVELOPMENT EROSION CONTROL PLAN EC-1
t'/J~ / ~ ~ I" ~ Y~ ~ f 1 ' • i POST-DEVELOPMENT EROSION CONTROL PLAN EC-2
r i 'i } ER0510N CONTROL DETAILS EC-3
J F r STORM DRAIANGE DETAILS EC-4
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~ i ~ . ' ~ ~ ~ ~ i FINANCIALLY RESPONSIBLE PERSON/AGENT
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N 1 ~ ~j IuM'~ rrr~w ~ +~'»tT ~ r ~ rwr.? f '~I:ANP 1. Person to ccsnt.~tt should sediment wntrol issues arise during land-disturbing activity.
1i ;ti ~ • C' ~ ~ pi ~ SAM I
I ~ 1 ~'~`ti ~ b' •'r 1 / • ti` Lea R ~ ~ ~ f ~ ~y~M~` ~ . Name: =~,~tgph~ns Telephone: [phone]
IN E } ~ ' ~ 1 'v,~ is ~ 2. Person (s) firm (s) financially responsible for this land-disturhirtg activity.
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~ ~ • • r ,;?r,A ~ f r` a -,:~:~`a j C~1~r~ fce Group , lLC
S ~a ~ ~,,y.,.~ . - Name of Person (s) firm (s)
a ~ 'r 83io sanarord way
~ i Ali ~ t ~ S~4Rr f r ~ y v. ~ ~ / Mailing Addres3 Street Address
'~i• ! ~i~ ~tateigl~. NC 27615
l~.T.S. Gty State Z!p City State Zip
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• kf ~ ~i ~F4'r~.a 3. Appoinked Agent to receive any notice, process, or p!e in any action or legal proceeding arising out of any matter relating to Code Chapter 5 Part 10.
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Z~t~9~1 Efl6~ Di'~VE AND BLUE RIDGE ROAD, NORTHEAST QUADRANT, BEING WAKE COUNTY TAX MAPS 0795.05 18 ~ i P ~~'M ~.~i'~ f ~ Name of Individual Slgnatur of Ag
{PORTION OF) 0795.45 27 2fi94 AND 0795.9 17 6165. APPROXIMATELY 47 ACRES REZONED TO RESIDENTIAL-4 ?ia',.1~ / ~ • • i r Glenlake Group ,LAC -37
CONDITIONAL USE. ~ J • Place of Business inside the Cty of Raleigh Business T lephone
cocv~moNS: (02/24/00 t ~ ~ ~ ~.1 X310 8a~dford Way Raleigh, NC 27515
^~"r ~ti ,1r~ ~ Address
FOR PURPOSED OF THE FOLLOWING CONDITIONS, THE TERM "THE PROPERTY" REFERS TO THE PORTION OF TAX PARC 0795.018 7420, 0795.05 27 2694 AND 0795.09 17 6165 PROPOSED FOR REZONING TO R--4 CONDITIONAL USE DI 1. CONTRC,~j~ OF STORMWAT~~. INCIDENT TO THE DEVELOPMENT OF THE PROPERTY. A STORMWATER MANAGEMENT SY BE IMPLEMENTED WITH DIRECTS NO LESS THAN NINETY PERCENT (9Q%) OF THE STORMWATER UPON THE PROPERTY LAKE NEAR THE NORTHERN BOUNDARY OF THE PROPERTY WHICH WILL BE EXPANDED IN SIZE. INCIDENT TO THE
Complete the above and adhere to cover sheet of erosion cotrtrot plans. This does not take iot take the
place o! a complete finanetel responsibility form. A completed farm must be filed with the th the
Z00 Q i00 200 400 Raleigh Inspections Department prior to Issuance of }permit.
DEVELOPMENT OF THE PROPERTY, A NEW DAM SHALL BE CONSTRUCTED FOR THE LAKE WHICH WILL INCREASE THE S THE LAKE SUFFtCiENTLY TO PROVIDE RETENTION OF' STORMWATER TO MAINTAIN EXISTING (PREDEVELOPMENT) DiSCHAR FROM THE LAKE FOR THE TWO (2) ANO TEN (10) YEAR STORMS. STORMWATER UPON THE PROPERTI' WHICH DOES INTO THE U4KE WILL BE DETAINED TO RESIDENTIAL-4 STANDARDS. 1 inch ~ zao h.
2. NEUSE RIPARIAN B~JFFER AREAS. AREAS AROUND THE PERIPHERY OF THE EXPANDED E.AKE REFERENCED IN COND f 0~ ~e
AREAS ALONG THE PERIPHERY OF STREAMS UPON THE PROPERTY. AND ANY OTHER AREAS UPON THE PROPERTI' RE NONDISTURBANCE OR OTHER PROTECTION PURSUANT TO i'HE NEUSE RIPARIAN BUFFER RULfS PROMULGATED BY THE 4 $ p O ORIGINAL SUBMITTAL DATE:
Z` S S A e : 06/22/2007
a CAROLIh1A DEPARTMENT OF ENiflRONMENT AND NATURAL RESOURCES (THE "DEPARTMENT") SHALL 8E PROTECTED IN F = 1 9B S
~ ACC~RDA~ICE WITH SUCH RULES AS IMPLEMENTED 8Y THE DEPARTMENT. RE • REVISIONS:
3. DENSITY OF DEVELOPMENT 0~ 1HE PRQPE~~TY. THE NUMBER OF RESIDENCES DEVELOPED UPON THE PROPERTY g EXCEED THE NUM6ER AUTHORfZED BY THE PROVISIONS OF' THE RALEIGH CITY CODE DEALING WITH THE RESIDENTIAL-- DISTRICT ON FEBRUARY 18, 2000, THE DATE OF THE F1UNG fJF THIS BONING CASE. - r w 08/08/2007
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GLENLAKE GRUU ~ 5310 8AN DFORD RALEIGH, NC 27b N I CREEDMCJOR PARTNERS, LLC
E L 83 7 0 BAN DFOl~D WAY
~ ~ RALEfGH, NC 27615
~ [phone] ~ • • • ac enan rive a o aro fna e : - ax: - - wv~w.wt ~vw.withersravenel.com (919) 5 71-8203
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usE sT .pro. 30.13 aR 30, 4 TYPICAL MH FDR ST i ~ f~ • PIPE SIZE !~1 DIAME . ~ ~ ~ ~ I2-24' 4'-0' STnRM SEWER m 0 Of 111xAU ?IOtEE s fi7 E~Apt Of" CURB tZRAtE N1 H000 H S!r USE CUt6s "B" CONpIETE 2 s" COMORTE TwROUGHOUT. oc*
wl DIAMETER • X PAOYIDE ALL CJ?tC11 tUS M ~ x , .a r t~ ~ OM Cf.NT[R, USE STERS M M { i_ CATCH MINI WER 3'-6" iN DEPTH wrTH STEPS 12" Q USE STEPS WHICH COMPLY WITH $TD. DAXIMO 040.00.
i ~ 4'-0' ~ 5~r0~ ~ ?--a v4• --••t-~- ~,w T41' ~tVATI0t1 OPt'tOtlAt I ~Vr ...,r~.,., " WYI~InW~ Yn ~ • Q 'r . , ~..t ~ i' t2 CEMtElt9 As DIR€C'fED ~ ~ HSTAMION - VDWXITHIC P", 24 IMMY, OR 04 4M 0MVE1.S AT AS DUMCM BY THE FROTHEFA, U6 j ~ M ~ OR THE CMYRUCT20N Or INE 80T'C41i %AD. C!~.CL x
i n 30-42, 5,,.0• ~ ~ ' © m " IF A£3HipRCED CONCRETI; ' S'~! m 9 AS ~lallW OM BTD, ED COiMETE PIPE IS SET IN BOTTOM SLAB Of BOX, ADD TO SLAB ~ b3F STD. 40. $40.00. '
48" 6'-0` 6'-0` ~~r~w t} MO d~ Ml 4 ~ n " w "P" AND "0" ORATE$ UKESS OTHEM"SE INDICATED. < z .L0tt
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D,.~ •4 M • . ; r, ~ Of~9tAUC1' ri11H PIPE CRO! rn ~ PLAN , ITH PIPE C#MIS 1tATCNZW. EXPOSED CMUERS 1 a win
B STANDARD MlANH[~E RING AND C~VEFt lANH[~E C~VEFt ?o str~• a ~ s~E ?~r~ c~ES ~zaaaEO coy 2 ~ SECTION X • X z~ ~o~ to sC~u.~. t~ Il:cEv~tzo?+ ~ , ' TQ SCALE.
A O ~ J i
e~ ~awt~w, av~ e~ nom. ; ' fP' MU4Ml1 tP Ttl 6' ~ ° ` ~ ~ t 0 o i - - - ~ Fawr c~ur~ ~ ~+ooo T ELEVATION
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? n~ O +I s D ~ ~ ~ • C ~ -f i ~ " ~ e zm n ~ ~
to M i C~ e RtBER HT. • i t„ ~ VARIES " ---T
4' 0' OR S'-0' ~ ~ ~ F s M
C • • , ~ ` C 6' TH1QC uP t0 12' REE it naa ova ~ n ~ NOTES 4 s ~o~ s~cT~oH • x~ . ~ 1'~tERE SO" TO 30" PIPE IS ti9i:D N , .a A W SECTION M-M ~ W.
m ~ ~ WltERf ~o- rto aar~ PIPE is u~Ea w 144E,R£ 42" TO 54" PIPE 15 USED T
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1) F~2 24• RCP 6 LARGER USE PIPE DIA#IE7ER PLUS 12' FOR B ~ J 1 1 a y J • ~ ~ - ~ ~ 8 ~ J z ~ w
MINIHt~I INSIDE DIl~NSION. ~ ~ ~ £ 2> 24' X 24• CASTING WITH 12'. SECTION A~A i caaa~r£ A ~ x yr ~ ~ w r1 •1 ~ , e" • i - A ~
B SEC7IQN B-B a SECTION B--B { 1 ~ , 11• i ~ f ~ h ~ 116
15' ~ 18' PIPE, 24•X36• ~'-u ~4 ~ A ~ + ' ~'t ~ ,t tiNERE 42 TO S4 PrPE I8 USED , • • . r ; : , . ! t
CASTING USED 1~/ITH 2R' PIPE OR LARGER. IF PLACED SJITHIN r-i v~• B o~rni~. sHOwz~ ~ET~Oo ~~t r o~ z O~ RISER CCl+ISTR1fC3'ION
PUBLIC R/V CASTING MUST BE B NOTES TRAFFIC BEARING TYPE PER NOT£S vex P~1 5ECTIDN B B PLAN SHEET I OF 2 840 02
Nc»OZ StaND~4RDS. 1) DE 3>USE4'X4'XB'~24'X8'X 1) DEPTH MEASURED FROM i'OF OF 3,~. ' m
CASTING TO JNVERT OF MANHOLE. r-, -~~ia~- E..- _ v.~ • z , M . . x " r EXPANSION JOINTS /t .
36' StA.ID COtYCR~TE BLOCK. CAST 2) pR b?' IN PLAG£ OR PRECAST CONCRETE TD ~a - 2) Pf?ECAST MAli1H4LE COMPONENTS SHALL = ~ ~ ~ ~ •e r - 1 d M n B 8 W.Wo
MEET ASTM-C-478 REQUIREMENTS. ~a ' w -t , ~ E . i~ AUA~`~w II STD. 640.E PAJ4Id£, / LL J CL.~ co E 11000-
~ t MEET N.c.pn.r. sTar~n~naDS ME ~ acc~Ptne~. 3) SE j~ 1~ 41 FOR STEP REQUIREMIENT~ SEE P~T~ A c ~ A CO 2 ~i STANDARD NQ 30,03 . 3) SEE STD. ~ 30.15 FOR MANHOLE ~ #1P' . ~ ~ ~ 3" ~ ~ ~ ll~' ~ C7 W LR. <
C01lER DETAIL. tax' f'F' N- a ~ ~e • 4' ~ i ~ / . ~ ~ ~ } ln+C7uj
"a.. ~ s rri e~ D ~ y ~ ~ A ~ C C
R ~ ~ ~•t~ ' f ~ PLAN TER WITH CATCH 'USIN 04 MEF GRAM ~ uja
SE STANDARD 24' X 24' DROP INLET CASTING SECTION A-A x i W w e ELEY,~ ELEY.~".
~-o~ C~'IY OAF' RN:~K~1; . t~~. ~r~o d~re~~r C'~ ~ ~ ~ STANDARD 2~1' X 3 ~ ~ ~ ItSE ON FL11T ~ ~ ~ r3 21~ 11~ l~tt1£R c4 ~ 3b DRQP INLET CASTING A? ~ EXPANSION JOINT--, T AND UNDER
t~1Vl~~. E~QIN~Y@ QE~JiR~A~f ~//q~y, ~ q a d~t~1~IRfiN!" • r I
A~1E 7 OD.. ' D189N~18f: Jfe S1~7NS AiIE 7l3 G0 L/b1Ml1 81: .t19 5 jt 3 a . A4~ 7 ~ Dib11rIY .81';' J1'8 EXPAt~sS0~1,Wt~t t O 3 4 « DEPRESSED CUTTER LINE
DROP g .'~.~A PLAN Off' TOP SCAR SECTION S-S m~ ~ ELF ELEVATION
11!~:ET TYPE A ~n~ ~ >x~~u ~ ~ r ~ "L CUM AJ?'[I 4NMER 04 LIGHT GRACES U. z w
DRAWING t~T TQ SCALE - STD. # 30.03 SECTION C-C DRAWING ITT TO SCALE - SCALE - 3~. ~ x.05 -DRAWING NOT TD SCALE - 37'D. # 30.43 i N _ - Ste. # ~ NORMAL GUTTER LIKE 9 A t $ EXPAUSION JOINT l M
~o•~a DRAWING NQT TQ SCA~.E s e-.~-~.... E a w a~as f l>u~ N m ~ t. .1 µ w . r N yy pp~~~~e ~ ~ 1 TOP a
MANHOLE FRAME AND CL}1?€R
t ~/e' • m I Ez~~ws~o~ Jotixr b-- PRESS 10 MMER LINE ~ too tt') Q -0 .
. COVER 120 [bs MINIMUM LEVEL SPREADER LIP _ © a" r ~ If h ' ~ ' r. ! IBC ~ tZ~
~ ~ NOTE: Whsn e O~M~~~?~$ B~~. n(sr W "CHOOSi on psgea 708-109. Por FREE OAEH AREAS of Neenah (ira R-3506-A2 to R-35i7 8alas 4"-6" HIGHER EXISTI w "CHOOStH~ THE PROP~i ~NIETflRATE" DOWNSTREAM SIDE Z x a ~ ELF ~ w SECTIQN R-A ~ ~awu. ~ u,~ ELEVATION (AL CURB AND MMER ON STEEP GRAVES
~esnsh cir.tes, ,ere. Lo pages 32s•~3o. ~ ~ N M ~ ~ _ ~ WINI1RJIit OIIIENSIOks AMO OU~U1'i'1tIE8 t'OA CtN1CRETE CATpI OASI~1 tUl'~ED GN MIM. Hl;tGrl1 M 1NttM k0 RIS! x aC cm wit" NO Assill) •
Ot1Elt!]Ot6! OF 80X ANO Nt1E COVER Cp, Y03, CO ~ PIPE ~AJi 1r1t1M WIOTM qAM WrN. NEIO?tT Dl~Ei!rSI011 6JIR8•U t1AR5•V i 8N4>;•11 ~ ~ • tore , rov 1~T1 4 Cu. YDS. M.C. IN D10=10" TOP WTTOM OTC. 00 PIPE C
5/8' Inlet Frames and Grates for Drh?eway and MouMabls Curb bis c~ SEE PLAN FOR LEVEL SPREADER LENGTH ~ ~ D A i! C 0 M E F 110. LE>10iM N0. LEIbr1! l N0. ;t.EMOti1 1163. { SUiB ELF , I $LAD SLAM A. C. w - 0.Z33 .772 0.016 0.026
tNwr our ?9 i 0.M _Q.#" 0.033 0.030 0.235 0.8$7 0.033 0.040
R R0. A JIr M 0 E fA F ~""a'~ t?.009~ SLOPE ON TO F o x J K ~ N GUTTER (SLAT SLOPE) •lAN JtJ,o, ~i•~J al•~M ~1•^M 11•~M 41•„JI ~ 11•t, ~ +1• • 1 / . W Y Y Y V V V O 9 9 99 0.123 0•!~ 3.•0" Z'•2" 3'•(O" +~•9 1~,4~~ , 4 t~.11" a 3.•g, .i a ~I 3'•~~ i, ~3 i 0.11I't Or..~ i 0.230 1.001 0.051 0.083 0.123 0.321 1.433 0.0~ 0.is'1
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ENGINEERS [ PLANNERS ! SURVEY 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] VEYORS EC~4
KW 02061123.00RALEIGH Y WAKE COUNTY North Carolinail., 57-5008 www.withersravenel.rnm