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14.2007
REVISION:
T 7 AUGUS 9, 200
SEPTEMBER 27 2007
D MB R 17 007 ECE E , 2
EXISTING CONDITIONS PLAN SHT 1
- V FEBRUARY 5, 2008 FINAL APPRO AL
I I I ~ ~ OVERALL SITE PLAN 51-IT 2
I ' i~ ~ OVERALL UTILITY PLAN SHT 3
I I I~
i II GRADING AND STORM DRAINAGE -NORTH SHT 4 ,I
E I I
NOP I----I------I---------f-------- ' i i' F- GRADING AND STORM DRAINAGE -SOUTH SHT 5 ~ ~
GREEN A~ I 1 I T t Rd I I ~ ~ ~ ` ~ PLAN & PROF[LE LIBERTY CLIFF DRIVE SHT 6
cN°°L ~ --1 ~ s I T--- ----j- _ ~
~ I I i 0 c ( I I ( I I , i ~ ; PLAN & PROFILE KARPEN LANE 8c SHT 7
~ I I SILVERBOW COURT
Z I I i ' V Z fi ~ i'
-r - _ , ~--T. ~ , ------T----- ~4 J ` PLAN & PROFILE H®LSTEN BANK WAY SHT 8
~ ~ T ' ~ ..J. ~ I I I / , J.- ~ I
W ATE _ ~ ~ ~ . - _ _ _ _ 4.-_., ~ ~ I % PLAN & PROFILE HOLSTEN BANK WAY ~ SHT 9
~ I , , BOONE RIDGE LANE I ,
I "I i ~ m ' PLAN & PROFILE LISTENING RIDGE LANE SHT 10
4r x ------------U I , ` I r
v, r ~ I ~ PLAN & PROFILE NOTTELY PLACE ~ SHT 11
MILLS-ROAD I ; ~ 11~ I--1 ~'I ~ Qt ~ ~ ' ~ PAINTERS HILL LANE a q4„~' `L,~--
D f , I ~ C~~--i f -c 1 mil- . 1r~ r--
ZI' 1 f W , 1 , J -I 1- L ~ I PLAN. & PROFILE SANITARY SE1~/ER OUTFACE °'A°' SHT 11A
~t~~ T ~
'~y BEAt~E"R M ROAD I 1 ~ ~ k„ ~ .-J ' x EROSION CONTROL PLAN -NORTH SHT 12 n~N~~warss~uat.lrv ~ YVErGANDSaND STORMWar£R BI3AN~F
T ~ f•- APPROXIMATE LOC{ ~t ~ ~ ~ ~ -T ~ ~ OF OFFSITE SEWER 'PROXIMATE LOCATION I ~ ~ - - OFFSITE SEWER ; ~ ~ EROSION CONTROL PLAN -SOUTH SHT 13 _
GREEN LEVEL WEST ROAD ! ~ , , . / ~ ~ I- ~ i} I , ~ ~ ~ THRU TOWN OF CA RU TOWN OF CARY SITE I ~
1 ~ ~ I - _ _ VIA SEPARATE COP • „ G3 ST 1, DRAWINGS ~ SEPARATE coNSTRUCTibN 1 WATER UALITY PLAN SHT 14 'AWINCS I '1
WE , , E~ EEN ~ -j ; I'" I
~R I.~ PROPOSED BACHELOR Lj ?BRANCH OUTFACE oPOSED BACHELOR F-------~-- SUBDIVISION PAVEMENT MARKING ~I'-IT 15
, t- ANCH OUTFACE ~ ~ ~ SIGNAGE PLAN
, ,
I ' PLAN ~ PROFILE SHT 16 GREEN LEVEL CHURCH ROAD WIDENING
~r- ~
E..... ~ i , ~ , , , ~ ` PAVEMENT MARKING PLAN SHT 17
, P A GREEN LEVEL CHURCH ROAD IMPROVEMENTS NO ~ , A ND WILL BE RE UIRED FOR THE H SE 2 ~ , , I GREEN LEVEL CHURCH ROAD
PR R T I ACE 0 S : ' ` ~ ' . ;.~1, LATER THAN ISSUANCE OF 50~ COs IN THE SUBDIVISION (IE, REQUIRED 10 0 SSU ~ -
I i , , . MttLS ROAD GO) ~ - BMP #1 ~ ~2 DETAILS SHT 18 I
2, SEWER SERVICE FOR THIS PROJECT IS PROPOSED VIA AN OFFSITE CONNECTION TO THE PROPOSED ~ ~ ; ' , ~ .r-.. , \ 1, ; , \ •V r WR~- I BMP #3 ~ ~ DE T ALES SHT 19
BACHELOR BRANCH OUTFACE THROUGH THOMAS BROOK PARK, WHICH IS CURRENTLY UNDER DESIGN, NO ~ ~ ' ---I
SEWER PERMIT WILL BE ISSUED FOR PARK RIDGE ESTATES UNTIL THE BACHELOR BRANCH OUTFACE IS --°C"` ~ i _ ± - \ ; ~ I UNDER CONSTRUCTION AND FINAL CONSTRUCTION PLANS FOR THE OFFSITE EXTENSION HAVE BEEN `ri" ~ ' i f" * ~ I I LANDSCAPE PLAN SHT 20
. APPROVED, ' ' . ..i .a.-.. ~ I I I E.
3, THE FOLLOWING DEVIATIONS FROM THE DEVELOPMENT STANDARDS HAVE BEEN REQUESTED AND ~ GREEN LEVEL CHURCH ROAD STREETSCAPE SHT L1
APPROVED BASED ON THE JUSTIFICATION SUBMITTED TO THE PLANNING DIRECTOR; ~ „ ! i
I ~ I .1. ~ ~ .l ~ I A} 6 CHAMPION TREES ARE TO BE REMOVED FROM THE SITE AND REPLACED PER SECTION 7.2.5 I 1 I I GREEN LEVEL CHURCH ROAD S T REETSCAPE 5HT L2
OF THE LAND DEVELOPMENT ORDINANCE, THESE TREES ARE BEING REMOVED BASED ON THE STATEMENT L______ j"`r ~ ~ j SITE DETAILS SHT 21
OF JUSTIFICATION PROVIDED TO THE PLANNING DIRECTOR AND INCLUDED IN THE PROJECT FILE, I 1 i I I ~ - 1 I I ; I I
MUST HAVE REPLACEMENT TREES INSTALLED PER SECTION _ '1, , 8) EACH CHAMPION TREE REMOVED L___,___ I ' ~ ' ~ WATER DETAILS SHT 22
7,2.5 D OF THE LAND DEVELOPMENT ORDINANCE, EACH CHAMPION TREE REMOVED FOR THIS PROJECT 1 T"'--`-"~ I . ._-l,_.__..-_',\......_,.-.---;'~-,•-'~~„`; i i I i ' 1y .~J ._,,..1... I I
BE REPLACED WITH EITHER SIX 6) 5 T 7 I H EES OR TWELVE (12) 2.5 TO 5 IN E, i ' i ' ' I IL~~ I I i `L..__ i_.~..~..-.- I T------~ '`~~~.__Vr,.. SAMTARY SEWER DETAILS 5HT 23
PLANNING DIRECTOR; GATE; ~ D ~ T ~ I I STORM DRAINAGE DETAILS 5HT 24 I I
I i II I l I i 1 1 ~ ,T~1 I EROSION CONTROL DETAILS SHT 25 °
! I I T~1-. _ I ~ i
•i; ~ I ! I 1 ti EMERY GA1ZE 1ANE I I I 1 I j I I t I
II I I I i ~ I 1 I I F I
~ I ~ i ~
i` I I I j I I I I I I ( ~
F~, PRCJP®SED _ I ~ DESCRIPTI®N EXISTING - _1 I r I I I I I Ii
i; I I v~ I
~ 1 I s - ----------r- i I i Lam, ' 2' CONTOUR INTERVAL
I - T - r, ~ i 1 I ~ -T r_-r-r-_~-_-..~._.T--r----I- T®N OF GARY ®~~®®®~®~®~~ssiQ r r---~"'~~ i PROJECT 47-SB-009 ~ Q e I
~ F~ 10 CONTOUR INTERVAL I` ~ , I I I I 1 I I I t I I I I I , I Anpr~_wea' by.._.~¢C Dnte_i?/~'?~0.7 SEAL ® m r
I i I I I i ti~ I ~ / t I I ! PROPERTY LINE I I ~ , , , ~ I ~ I I , I , , I I I ~ I - I I ~ ~ianrinq _._l~fll. Date_~/d®_yy~, m 24$4 ~ i
~ 1 i I i I i l ~ i i , i~~, ~ ! ~ryineering Date_a~~.~C1. a °o° o °
~r ROADWAY CENTERLINE aPPROXIMaTE sca~E, h °It~°~Q~. o°®
» , 1 =500 . - 9 ~ a
RIGHT OF WAY LIMITS
EASEMENT LINE lsh8
E~=~ I
,;I CURB & GUTTER , I~ ¦
SANITARY SEWER FACILITIES s
~fy I~ STORM SEWER FACILITIES
u,, WATERLINE P~KR E ESQ E ,
fa
h! FIRE HYDRANT ASSEMBLY 2 1'00 KEYBRIDGE DRIVE
~ _ [ ~ FENCING STRUCTURE o o- M®RISVILLE, C ~~~0
3
WOODSLINE F~Y-~!"'~'1~"Y"1 NIA ENGINEERS I PLANNERS I SURVEYORS TELEPHONE (919) 6i7-'11~
WATERWAYS NIA FAX [phone] a.:
111 MacKenan ®rive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravene ,withersravenel.com ATTN: JIMMY R.ALEY
SILT FENCING N/A
CLEARING LIMITS N/A eiiaiiauoueu~u~iuunniiou~iuue
a ALL CONSTRUCTION SHALL BE IN ACCORDANCE
t WITH CURRENT TOWN OF CARY STANDARDS AND
SPECIFICATIONS.
LL;m

~
1
NOTES I GENERAL 1 TOWN OF CARY
N/F + PIN 073x,03-049820 L ALL CONSTRUCTION SHALL BE W ACCORDANCE WITH THE TOWN OF CARY STANDARD
SPECIFICATIONS AND DETAILS AS REVISED SEPT, 2005. Ho1T, KEVIN F, ~tiwRYC,. ' DB ba1z, Pc eta PIN 072A.Oa•943123 12b.8 AC, ZONFD Rao OVERAiL AREA 51,47 ACRES
- - HALL BE 5O' AND STREET DB 6x74, !'C 626 f (BROOKS PARIn 2. ALL PROPOSED RESIDENTIAL STREET RIGHT OF WAYS S 1.oAC.zoNEDRao ® REAL tTATE ID'S X0031048 X0395552
' A K UNLESS NOTED OTHERWISE, 20' TOWN OF CARY WIDTHS SHALL BE 27 BACK TO B C s1NCLF•FaM. RES. ' GREENWAY EASEMENT M ~ X0031003
3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE SW AREA PLAN, CHECK THE CARP Fil ~ WAKE COUNTY PIN; 0724-93-9661
ORDINANCES FOR PORCHES, DECKS, GARAGES, ETC. 10 ASPHAL TRAIL / ~ 0734-03°0211 ~ / 0724-92-6796
4, UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS
IVI N PLAT, ' ~ ~ ~ ~ , , ~ ~ ? k . _r - COMPLETED AS PART OF THE SUBD SIO _ ~ ~ ~ % ' ~ ~k rt'-~~~~ PROPOSED Z~VING R-40-CONSERVAl1ON X 7! ~ i _c.,_ ~ ~ RESIDENTIAL OVERLAY
: ~ % ti ~ , r~ ~ fit- N M WAKE COUNTY GIS, 5. BOUNDARY INFORMATION 15 TAKE FRO ~ ~ , , ' ' ~ ~ ` ` > , , ~ ~ i{,,~~; { , ; , / ~ i : ~ ~ `j} ~ CURRENT USE SINGLE FAMILY /FARM
- 01'E'IV'~P/CCE rFAig , p tiQ, v, r ' ~ ~.-I~ j r;~` } ; , ; 6, DESIGN BASED ON AERIAL TOPOGRAPHIC INFORMATION FROM TOWN OF CARY GIS, 1 I - o:' a 1 ~ ' } ~ ~ ~ '~1~ , , . ~ ~ PROPOSED NUMBER Of LOTS 80 TOTAL ty. r ~ ~ ~ ~ ; I MAXIMUM NUMBER OF LOTS 90 (SEE DENSITY BONUS CALC}
CLASS~,(+ Pt~pC y. ~ ty~' %c DUKE,BOBBYw.,1R. , t Tr{I3iAV / Vii; ~ ` ?-r t,.-l/'` r. y"(.~ ' , ~ ~ ~ EzJ~ F~A~E ~ ~ ~ PROPOSED DENSITY 7,55 pU/AC,
7. THERE IS NO 100-YEAR FEMA MAPPED FLOOD PLAIN ON THIS SITE, PIN o72A.0a•99.1963 ' f , 1 „ 's% / *o';, ' ~ ~ ~ ~ / < r r , i • ; ~ DB9651,PG291 ; ; a % ~ J / r" ~ ~ 1 ~ ~ ~ ; ~ j t MAXIMUM DENSITY 2,5 DU/AC.
8, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 1.Gac.zoNFDRao ' r X ~ ~ ~ ~ ~ ~ sINGLF-FAM,RFS. ~ I ':i , OPE1V SPADE A2, ? N SPACE ;C~ ~ , , i;, ' Ll ~ MINIMUM LOT SIZE ig966 SF i ~ ~ ~ ~ ~ AVERAGE LOT SIZE 74,299 Sf
CONSTRUCTION, LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST ; i'.;`'; : , ~ ,:y, , ~ ' ~ ~ , t 1_, ~ , ,a; , AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. ~ . / ' ~ "CLASS 11[ P CIS ~ - ~ ~ S Q'S,_; ~ ~ ~ ~ ~ "s- ~ ~ MINMUM LOT iMDTH 8G'
~ l,~ ,i ~ ;1 ~8~ A~ ~ 137 AC: { , . 20 TOWN OF CARY , ~ , , _ ~ ~ " d` ~ ~ ~ ` ~ ~ - ~ ~ ~ ! MINIMUM LOT DEPTH 80'
RAN TH' T WN F R ~ ` ~ . ~ , L.~ ~ - - 1~ 9, AlL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCO D CE WI 0 0 GREENWAY EASEMENT ~ ' ~ y; ~ ~ t , ~ , CARY STD, 08000,16. ; ,7 Ly ` ~~i ~ LF STREETS 7,802 Lf SS.Q ~ LF WATER 7,637 LF
~ , ~ ~wi ~ _ ~1: I , I' ~ ' ~ ~ LF SEWER 6,045 LF ~ i
10. ALL CUL-OE-SACS SHALL HAVE A 45' RADIUS FROM CENTER ~ SAC TO BACK OF ; ; ~ ~ ~ ~ (i' µ ~ ~ k ; ~ ~ W IMPERVIOUS SURFACE ESTIMATE;
~ 1 ; ~ f-;, ~ O ~ ~ , ~ w ROADS _ 497,800 SF
11, ALL STREET INTERSECTIONS BACK OF CURB RADII ARE 30 UNLESS NOTED NSF ' " . , : ~ { , <; ~ ? ; ~ OTHERWISE. HERALD,IOSHUAD.&LOR[604VLES t 14,773 5F I 2 / A ~ ~a y- ~ ~ ; i.F ~ TRAILS 40,320 SF ~`3,442 Sf ~ ~ I~ I e LOTS 520,000 sF (6500 "af/LOT X 80 LOTS)
PIN Oi2a.M•93.17b5 1 ~ ~ ~ ~ ~ ~ / ~ ~ ~ ' i ' ~ DBn7as,PG1;15 13365 SF " / ~ ~ 7.' ~ ` ~ ~i } TOTAL 752,720 SF 017.27 AC,/51.2 AC.=33,7%}
12 ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/WS OR SHOWN 1.6aac,zoNFDRAO I ~ - / 15079 SF g I. , OTHERWISE, s(NC1F•FAna.RFS. o . ! ERTY ~ / ~ ~ .~'r~ C !FF DRIVE ~ ~ , ~ ~ " ~
n.oo / ~ ~t~ SYORMy4VATFR 13, COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION / ~ MANACEMENrA1;FA~z;, ; i ~ ~ -l . > Z SEWER FLOW GPO. 22,400 GPD (280 GPU a BO UNITS} ! i~a ~9'', w r , d ~ a QI
30' RIGHT-OF-WAY ~ ~ N,:.`z. ` trJ RECREATION SIZE 3,53 AC, ~ 8 ~ ~ ml ~ ~ THOROUGHFARE R/W DEDICATION 2,44 AC,
HA N T CLEARED DRAINED OR OTHERWISE ~ / ~ ' ~ ~ ' ' 14, DELINEATED WETLAND AREAS S LL 0 BE DEDICATION ~ ~ \ ; a,.~s°o \ / ~ -I ~ ;r~`;; DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S, ARMY CORPS OF ENGINEERS 1-..) r~ Z I, THOROUGHFARE ROAD NADEPSNG 9667 LF
AND NCOENR, ~ 1 ` r I ! ; ,I;' L: J e wr ~ ~ SETBACKS; ~-~.J- , , 11,828. SF I ti I., ~ NIF FRONT 2D'
STEPHENSON,lAM11ESBJ( ' \ I' / 5 '"1' , ~ ~ 2 15,425 SF ~ 10,24 j p LlBEF 15, THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED PINO7za.a473.9507 ~ ~ I ~ ~ ~ ;c p LIBERTY Cl1FF D'~' ~ ~ TowN oP CARY FROM THORauGHFARe 50' a. RIV ' Q., ~ O PIN 0734.03•tb9.9820 FROM COLLECTOR 30'
WITH STREET LIGHTING ALONG ALL PROPOSED STREETS, ADJACENT STREETS AND DBIOn2,PG6A1 7,'' 80 I * ~ \ ! / 12,577 SF 1 ~ , 20 AC, ZONEDRAO , I ~ ~ 44 v J / , '----«_.._.•_•,?x+~ i xl { ~ ~ DB 6812, PG 618
THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY STATEMENT N0, 13, THE 1 _ q _ vnrnNT ~ pp a. ; I,, I a ti L - _ ~ :yZ-..,..,..,~..~__- DEV PER HALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ORDER TO 1'. 14624 SF t t I ~ i ~ ELO S ' ,7 L _ .Z~ ° y' 126.8 AC. ZONED R40 SIDE 70° r u- _ _ i ~ - O (BROOKS PARK) CORNER SIDE 20'
DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDNISION PI1~1 PRIOR TO 60` TO PROPOSED ~ ; . - ' - - Ct , _ 17,018 SF . 7,~ o,~,~ ~ , ~ n , ,.1 : w~ ~ - REAR 25'
CONSTRUCTION, RIGHT-OF-WAY , ,r.m r' ,S O ~ ~ ~ ~ I,~
F P A N A THOROUGHFARE OR COLLECTOR STREET SHALL BE Of GREEN LEVEL CHURCH ROAD SHALL + i , , / ~ ~ y .~n ~ ~ • ' ~1'~ AC ti ~ 16, ENCING ROPOSED LOG 1,,;: I BE WIDENED TO ONE-HALF OF AN II 1 r °~Po ~ i' ~ ~ a~+ ~ j 30 / sa
UNIFORM DIMENSIONS, .MATERIALS AND COLORS, IF A FENCE PROPOSAL IS NOT PART 1,.`.;,~'';•; 43 / _ 0:'-;:;.':- ~ T WN R WI NOT 83 EDGE-EDGE RURAL THOROUGH b': I t ~ / / _ OF THE APPROVED .SITE DEVELOPMENT PL4N, THEN INDIVIDUAL l0 0 E S LL ~ ; ; f 79 ~ ~ ` ~ ~ ~ J~, ~ Q~ Pe~~'~'/~ /13,276 SF ~ a ~ '
BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A THOROUGHFARE FARE SECTION ALONG PHASE 1 ROAD s 45 / ~ I~. ~ 4 ~~Q~ :~Pj' 11 ~ ~ / I 31 ;h; F OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL FRONTAGE I ( y: 13,924 SF ~ i ~ : % ; ~ ~ o ~ ! I 20' TOWN OF CARY II ° S DATA ~~P~ ;',~*r / ^ ~ ~ UTILITY EASEMENT PHI ° ATA
EXISTING 60' 1 .1' ' 15 690 SF ~ ~ ~ 42 I N ~ r ~ t* PROPERTIES ADJACENT TO THE STREET, IF A FENCE IS PROPOSED, THEN EVERGREEN _ i : .t % L., 4 / ~ ~ ( ; : ~ , ~ , ; RIGHT OF-WAY r~ 1 ,221 ~ \ ~ 14,534 SF ,
SHRUBS ON THE STREET SIDE OF THE FENCE AT A 5 SPACING WILL BE REQUIRED, Y 'i; , ~ J ~ I ; : " STREET TREES, IF NOT INSTALLED AS A PART OF THE ORIGINAL APPROVED PLAN, MUST Nn• ' ~ r: ; , t \ ~ ~ 14,179 SF ~'s u ~ i". / f ~t~ / > ,;t PHASE I AREA 44,90 ACRES PH !I AREA 6.57 ACRES
ALSO BE INSTALLED AT NO MORE THAN 40' SPACING BETWEEN TRUNKS, IN ANY HuuARD,EUCENFS.aTHFLntAM. J I, ~ \ - J I / 0~':,:' PIN 072A.04.83-x317 ' , I . •I' ' ~ F ~ ° - - ~ , ; a~, ~ 29 ~ REAL ESTATE ID'S ;y0031008 REAL ESTATE ID'S ;031008 / / ~ s \
EVENT, ALL FENCING ALONG A THOROUGHFARE OR COLLECTOR STREET MUST FIRST BE D6z1ao,PCxa 78 ~ , 17,571 S \ _ - I 1; t,f APPROVED PRIOR TO INSTALLATION OF THE FENCE, 14,63nC,ZONEDR40 ~ • - - ~ i~ `1\017 S fi s 0 / X195552 X0195552 j~ ~ ~ ~ I X031003 $0031003
1 I 1 t I FARM r, ~ ~ ~ ~ ~ - i ~ ~ ~ ~ ~ / ~ WAKE COUNTY PIN; 0724-93-9689 WAKE COUNTY PIN; 0724-93-9661
17, ALL STORMWATER MANAGEMENT BASINS SHALL BE SCREENED FROM OFFSITE VIEWS, ~ ~ ; / - iSPACE 15,761 SF ~ 46 / \ ~ ` 3 ~ ~ , ~ /
18, GREEN LEVEL CHURCH ROAD REALIGNMENT SHALL BE ELIGIBLE FOR DEVELOPER 3° LIGHT POLE EASEMENT ;1-,, . $S,, P. S. ' ' ~ / , / 1 I t N ~ ~ 28 ; ~ ~ / / ~ 8 0,966 SF ~ 28 ~ ~ / ~ ~ 0734-03-0211 0724-92-6796 ti 0724-92-6796
AGREEMENT, i''.09:A~ ~ / t6 429 SF l ~ .l;;;, ~ / L / ~ ~ \ 15674 SF . / ~ / 15,752 SF \ ~ , 15,674 SF ~ 16,33) SF I PROPOSED ZONING R-40-CONSERVATION PROPOSED ZONING R-40-CONSERVATION
1 , 7. ~ ~ s ~ l_ 19, ANY OFFSITE UTILITY EXTENSIONS SHALL BE ELIGBLE FOR REIMBURSEMENT ; ; ~ v e ~ ~ i~ - - ~ I ~r. ~ \ 77 \ ~ / - J RESIDENTIAL OVERLAY RESIDENTIAL OVERLAY 1 i ~ - ~ CURRENT USE SINGLE FAMILY FARM
THAN HA ELIGIBLE FOR OVERSIZE A"~~-~~'~:' ~ 0 20, ONSITE UTILITIES GREATER 8 S ll BE ~ :I ~ .e,; , , ; : 1 ~ \ OPEN SPACE. ~ ~ CURRENT USE SINGLE FAMILY /FARM / PROPOSED NUMBER OF LOTS 2 'EN SPACE „ PROPOSED NUMBER OF LOTS 78
f , : , 15,422 SF / , R P REIMBURSEMENT. a ~ P ~ 0 33 t ( ' I'~;,, , ~ °C' ~ ` ~ MAXIMUM NUMBER'OF LOTS 90 (SEE DENSITY BONUS CALC) MAXIMUM NUMBER OF LOTS 90 (SEE DENSITY BONUS CALC}
R- W Q ~ ,t . , i ti 0 ~ a 1 F 27 Zt, GREEN LEVEL CHURCH ROAD REALIGNMENT SUBJECT TO OBTAING NCDEN D Q , t~; ~ ~ / \ ~ , / 2,833 S J PR~OSEO DENSITY 1,55 DU/AC. PROPOSED DENSITY 1,55 DU/AC. 27 I a i 10 ~ MAXIMUM DENSITY 2.5 DU/AC. MAXIMUM DENSITY 2,5 DU/AC,
0~ , k; ; ; ; 0\\ / ~ ~ 14 272 SF ` , s AND USACOE WETLANDS PERMITS, _ - ~ 1: ; LQ;, , ~ ~ ~ , , ~ ~ ~ i" MINIMUM LOT SIZE 13,053 Sf MINIMUM LOT SIZE 70,966 SF 219 ~
Z~ ' o, < ~ / ~ 17,289 SF 22, RIPARIAN BUFFERS DELINEATED BY WITHERS & RAVENEL AND VERIFIED BY TOWN OF iJ i ~ ~ ~ 'A~ 48 ~ / \ i 7 / 7,2$9 SF ~ I 14,710 SF AVERAGE LOT SIZE 14,299 SF AVERAGE LOT SIZE 14,
CARY, " ' ' ' ; i' ~ 6 ~ ` ' t - - --1 ~ ,I 75 ~ rn~, 14,833 SF / t ~ - - _ - - ~ ` _ - - ~ ~ MINIMUM LOT WIDTH 80' i,j MINIMUM LOT WIDTH 80' - - w MINIMUM LOT DEPTH 80' MINIMUM LOT DEPTH 80'
FINA LOT OUNT AND DENSITY MAY INCREASE FROM WHAT IS SHOWN ON THESE T~ a ;;:`sToRr,lwnTi:a;`,' ' ~ 13,869 F Mf ~ ~ / ~ 39 - - - 23. L C V Q , MANAGFMfNyAREA#} ' \ ~ / ~ i LF STREETS 6,477 LF LF STREETS 1,325 Lf
PLANS UPON COMPLETION OF PHASE II pESIGN, SUBJECT TO ADEQUATE OPEN SPACE t ~ v . : ; , ~ / ~ ~ ~ ~r 1 Wt I 12614 SF ' 'LF, ~ ' ~ s ~ S DENSITY BONUS. NrF 1 ~ . ~ ~ ~ / ~ 14,600 SF 1 i ` ~ 26 f , ..14,575 SF 26 1 le I ~ ~ LF WATER 6,870 LF LF WATER 967 LF
BAIRD, CARLTON A. & BETTY B. ~ W i• g 13,379 5F \ 10 537 $~1' W W - t PIN 072A.OA$3.7135 f 1 ~ ~ ~ ~ \ r I LF SEWER 5,933 LF LF SEWER 192 LF a ~ 11 ~ 20' COMMON AREA
24, THIS PRO~CT IS LOCATED IN THE JORDAN LAKE WATERSHED AND MUST MEET THE ~ ~ : ~ ' ~ ~ - „ I-- ~ DB 3159, PG 769 r 1~ , \ ~ WATERSHED AND NITROGEN RULES IN CONJUNCTION WITH CONSTRUCTION PLAN A.SAC,zoNEDRxO ~1 ~ ~ i „ \ 49 ) - t ASP~T .13,815 F " " IMPERVIOUS SURFACE ESTIMATE; IMPERVIOUS SURFACE ESTIMATE; .13,815 F TYPE B BUFFER - - - ~ ROADS 152,473 Sf ROADS 39,387 Sf
i ~ ~ APPROVAL. SINCIE•FnM.RFS. W o ~ ~ i, RAIL tk' N i' , ~ i - - --E - - ` ~ - - TRAILS 31,319 SF TRAILS 9,001 SF
25. GREEN LEVEL CHURCH ROAD REALIGNMENT SHOWN IS SUBJECT TO CHANGE BY so ~ 38 35 ~ ~ - _ I ~ ' ° ~ LOTS 507,000 SF (6500 SF/LOT X 78 LOTS) LOTS 13,000 SF (8500 SF/LOT X 2 LOTS) - ~ I SEWER FLOW GPD 21,840 GPD (280 GPU " 16 UNITS) SEWER FLOW GPD 560 GPD (280 GPU * 2 UNITS)
TOWN OF CARY AND MAY RESULT IN WIDENING THAT GENERALLY FOLLOWS. THE EXISTING ' - r , 50` R 1~ \ s~ ~ l / ~ ~ I ALIGMENT, FINAL CONSTRUCTION PLANS MUST CONFORM TO THE FINAL PROPOSED ~ - - ~ $ ~ ~ ~ 14,421 SF THOROUGHFARE ROAD W'IDEING 893 LF THOROUGHFARE ROAD WIDEING 855 LF
~ 4 ~ ~ \ ~ ,12,202 F r` ~S 2 E * * t ~ 't0, 93 F ALIGNMENT, { ~ t . ~ S ~ 71 ,g ~ ~ ~ 25 25 ~ ~ SETBACKS; SETBACKS;
**26, LOT 44 MUST BE ACCESSED FROM BOONE RIDGE LANE, LOT 30 MUST BE v ' ~ t ~ 50 ' ~ ~ U.r87$SE ~J 12 I FRONT 20' II I FRONT 20' 11,87$ SE J ~ L - _ - J 7 FROM THOROUGHFARE 50'
ACCESSED FROM LIBERTY CUFF DRNE AND LOT 71 ACCESSED FROM SILVERBOW COURT, I :yam ~ ~ 74 17,401 SF ~ ~ ` I ~ FROM THOROUGHFARE 50' ~ - -~_e ~.7 FROM COLLECTOR FROM COLLECTOR 30' . r SIDE 10' SIDE 10'
t / ~ - t 17,280 SF / ~ 27, RECREATION PAYMENT JN-LIEU MUST BE PAID PRIOR TO LOT RECORDATION, DESIGN , I r i / I ~ y 15 549 SF / t a ~ 36 - M I 14,193 SF I' I CORNER SIDE 20 CORNER SIDE 20'
AND COSTESTIMATE FOR ADDITIONAL TRAIL CONSTRUCTION AS DISCUSSED MUST BE ~ ; t / 1 1 ~ - - J 1 s' OPENS A OPEN S A E. ~ I REAR 25 REAR 25'
APPR VED PRIOR TO THAT TIME IN ORDER TO APPLY CREDIT, 1 / 15,557 SF $ RELIEVED/ 0 ' / 73 , ^•1 ~ i ~ ~ 17,635 SF ~ 24 24 ~ ~ e I ~ 13 I
18,690 SF ~ , / ' ~ O I
t NOTES: 1~ i L ~ ~ l ~ ~ Al ~ 12,533 SF TOWN OF CARY PLANNING DEPARTMENT GENERAL _ _ _ _ ~ 1 I t ~ L _ _ _ ~ V ~ ~ TRA 12,533 SF ~ I L_ _ - III ' j' r _ ~
~I _J A, SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR APPROVED EXISTING ~ ' i ' 1 } 0 ~ y;' ~ r - - 1
AS A PART OF THIS DEVELOPMENT PLAN, IF YOU ARE REQUIRED TO SUBMIT A UNIFORM, SIGN 60' R W I I i"`~ ~ I- -1 ~ ~ ~ I PLAN YOU MUST SUBMIT AND OBTAIN APPROVAL OF A UNIFORM SIGN PLAN PRIOR TO THE / 1 985 SF ~ t 1 3 F \ 15,053 SF/ i I 1 i j (.14,003 SF ! ;'1 rowN oP cARY
f T IF APPLICABLE. PLATS TO RECORD T J 1 $ eta ~ ~ ~ I i RELEASE OF PLATS FOR THE RECORDING 0 LOS ( ) LOS ~ 1 i , ~y ~ ~ r 51 / 23 23 ~ I l~ I PiN 0734.03.049820 I ( DB 6812, PG 678
CANNOT BE APPROVED UNTIL THE UNIFORM SIGN PLAN HAS BEEN APPROVED, ~ TIN ~ ~ 1 J ~ ~ ~ v I E S G 1 L~S'!(P, .S, t` r 52 ~ ~ 6 SPNALT > _ ~ I 3 14 I I 126.8 AC. ZQNED R40 C
B, .WHERE EXISTING .VEGETATION FAILS TO FUNC710N ADEQUATELY AS REQUIRED, Q.E, BUFFER 20 EP EP ~ i, , ,3 ~ 14,186 SF ~ IL 1 14409 SF I ' FF ARY IT INSPECTOR ' I ~ / ~ ~ ' TYPE A, B, C, AND 100 THOROUGHFARE CQRRIDOR BU ER) THE C . S E wF ~ ; 12,17 SF ,,r - ~ i-- - - - .J t 14,409 SF-. J I i ; L up ` I tsROOKSPARr~ ®PEN JP/~CE ~~s'~e~RY
P N IN ADDITION TO THOSE 67 RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL LfN11 GS ITT N Mals,wnLARDL.,1R, a' ' , 1 68 w ,I .,dN i , „r~ ,y - _L SHOWN ON THE PLANTING PLAN BASED ON ACTUAL IELD COND O S, PIN O7za,oa-sz-o375 ( V , 69 i ° ` ~ ~ - - - ' y 1 , x, 1 ~ / 57 r - - ~ ' I ~ - _ ~ 1 ®PEN SPACE F®R REQUfRE®~EASURES
DB2160,PG556 ~ `„'~'kt. xlx(.. ~ ~ I i F A MAINTAINED UNi1L ALL SITE WORK IS COMPLETED. ~ a ~ / ~ C, ALL TREE PROTECTION ENCING SH LL BE '1 , Ga,71AC.ZONEDRa•CU ~ , , ` ~ ~ ,g ~ / ( 14,8D7 5F t i I -•i , 35' TOWN Of CARY '4,807 SF I ~ ~ I STREETSCAPES 2.10 ACRES
THE FENCING SHALL BE REMOVED PRIOR TO THE FNAL SITE INSPECTION FOR THE CERTIFICATE FARM ~t RI _ _ „ / , ~ "115,565 SF e ~ + OF OCCUPANCY CO , ti ,4 15 -III SANITARY SEWER
( ) 1 t ,.5.. ~ 11154 SF '7 ~ 22 I D. ALL ABOVE GROUND UTILITY EQUIPMENT ANO FACILITIES ASSOCIATED WITH ON-51TE IN THE ~ _ s ~ ~ ` 20 HOA MM~N - - - J 22 I ~ a Q I EASEMENT URBAN TRANSITION BUFFERS 1,84 ACRES - - _ J I I. 13,777 SF ~ TYPE "B" BUFFER (EASTERN PP,OPERTY LINE} 0,76 ACRES
TRI A TELEPHONE GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED ROADWAY IMPROVEMENTS I _ _ _ /OPEN SPA \ ELEC C, C BLE, v ~ ^ , ~ \ N-S C , " ~ 53 ~ 12,461 SF __~~,11 ul _ ,a STORMWATER PONDS 2,33 ACRES
SIDE OF REAR YARD AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH FOR COLLECTOR SHALL - EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF A 5 CLEARANCE INCLUDE ADDITION OF 4 s ~„w r „ ' ~ / ~ ~ \ / ~
AROUND THE STRUCTURE TO ALLOW FOR ACCESS. ADDITIONALLY, ANY SIDE OF THE SHOULDERS AND TURN ' - 1, i / 54 ~ ` u STRUCTURE HAVING A DOOR OR LOCK, THE PLANTINGS SHALL ALLOW FORA 10 CLEARANCE, LANES AS REQUIRED BY 1 _ r'~~`r'' , : „ ® ~ ~ ' ~ 55 ~ ~ m ~ I ;-•:I TOTAL 7.03 ACRES
THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT MATERIAL AT \ ~ NCDOT, REFER TO TYPICAL 1~ : ; ',;i . 15,681 SF _t ~ a~ Z , ( 16 I ~ ~ 15' PRIAVE w g I ~ ; STORM DRAINAGE
MATURITY, ~ ` FUTURE d ~ / / ~ SECTION ON SHT3 J" RFCRFATroNSrrF I % . ~ 15,108 SF 50 R/W ,~W s JI 13,656 SF I ~ ~ EASEMENT ®PEN SPACE ~®R gENS~T~ 6CJN~l~ C~C}IT
E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR WITHIN 5 OF A ' ~ K / SIDEWALK, ~ ~ 8 ASP ALT -sro~,WAT~>z 9R-~€9P- i I ~ ~ L--•
1 It ~ /MiA A ~ ~ ~ ! N GEMkNTA ~i~'#4:'''r' d ,P~a ~ ~ 1,. TRAIL r ~ 21 F. NO CHANGES TO ANY ASPECT OF THIS PLAN, INCLUDING BUT NOT LIMITED TO LANDSCAPING, - ; : 21 ~ i ' ri z ~ I PR9MARY Q~EN SPACE w
WI MADE WITHOUT THE APPROVAL ~ g'. ~ ~ ~ ~ ; ~ .o ~ ~I LIGHi1NG, GRADING, BUILDING ELEVATIONS AND U1ILITIES LL BE ~ ~ 8 58 I 5,212 SF j I'' I P OPI i LABEL AREA CLASS i; PRIMARY OPEN SPACE
OF THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF PLANNING, ~ S ~ , / ` 15 212 Sf a t i : . m. ~ ~ - ~ ~ ~
I S SHA BE SEEDED AND STABILIZED PRIOR TO ISSUANCE OF CERTIFICATE OCCUPANCY, ~ ~ S M':' i i ~ ~ / ~ ~ X14,364 SF - - _,r~ _ I I ~t ~~I ~ O ~ "A1" 1.03 AC (
I A E MAINTAINED BY THE HOMEOWNERS H, THE GREENWAY TRAILS WITHIN THE SUED V1510N SH LLB ~ ~ ~ ~ , / , . ~ ~ I ~ ~ ~ I ASSOCIAl10N AND BE OPEN FOR PUBLIC USE. ~ I I I 13,431 SF I "A2" 1,83 AC III ' ~ - ~ "B" 0.09 AC i ~
~ Gs ~ 12,824 SF~ 65 ~ ~ / 9A ~ I OPEN SFAiv , ~ ~ I ~ "F" , 0,33 AC ! REQUIRED BUFFERS
F ~ „ ti,: ~ . J 59 20 1 ~ TR T ~ G ~ , 1 64 w, w 0 S EE ~ X11092 SF ~ ! ~ - 20 L p ~l , "G" 0.22 AC IU ~i,/~ a _
~ ~ CLASS Ili'P,os~~'; .i ~ CAPE , : ~ ~ ~ ~ i 15,742 SF (I 15,742 SF ~ ' , , ~ ' ~ TOTAL 3,50. AG I ~
v t' ~ 0,22 AC. y ;t:. , 12,616 SF ~ 15,027 SF L-----~ - - _ a ~ I ~ I ~ : N!F SEC®NDARY ®PEN SPACE oTrIER
j - - - ~ , r ; ~ r" STdR>1h}~JAT~I{ i,' S&G REALTY LIMITED PARTNERSHIP /j
I I ` MANAG@fjhENp¢RFA#3 ' ' r' MILLS, REBA R, HEfRS LABEL AREA ' I , ; i ~ ~ ~ ~ PfN 0734.03.02-0065
PROPOSED ENTRANCE t ~ ~ 60 ~ ~ 19 63 ~ ~ 19 , Ds17s19,PCaso "C" L33 AC r ' i i,' i;' 3.6 AG. ZONEDR40 u " ~
DENSITY ~®NUS CALCULAT90N FOR MILLS TRACT SUBD, N/F I .o _ I ttl FISHER, LARRY F. & ELAINE R. Z , (CURRENTLY UNDER REVIE) I ' t ~ 14,433 SF FARM D 0.45 AC , SECONDARY OPEN SPACE 4,433 SFJ I ~ az~"~ .,E.. 0.14 AC ~ ..>-t.`Jr~,
" RPRETATICIN PIN 0724,0492.6395 ~ ~ 16130 SF - ° 1 BASED ON NET DENSITY PER TOC STAR= INTE i F R 1 ' R W AN 20 TYPE B ~ - - - OSS BLE UTU E 20 / MEDI D86602, PG 13a 13,398 SF - _ ~ - - L---- ~a - s PAINTERS ~HIL LA I "H" .0.10 AC
DIVIDED THOROUGH-FARE 3.23AC.ZONEDRAO LANDSCAPE ESMT. - - 2 - _ _,a° - - - REALIGNMENT PER TOC CONSERVATION S[NGL&FAA1, RES. - - - - - I - - ~ 7 r,+~ TOTAL 2,02 AC °®®mmoommm,,0
NET DENSITY BONUS CALCULATION. I- ~ ~ t F RESIDENTIAL PLAN t ~ 9,252 S 18 I ,r~ ~ ~ ` 18 ~ i ~ CARo`
1 I TOTAL TRACT ACREAGE. 51,47 AC ~ I I I ( 62 ~ 61 Y ~ ~
RE UIREO BUFFERS; -7.03 AC l ~ ~I y ~ I 14,480 SF Q ~ _ l ~ ~I - ~ I J 14,480 3f~ ; , ' ~ ®o ~a®~®~SS~0~9yy_"a,~
DEVELOPABLE ACREAGE; 44.44 AC ~ 18 551 SF ~ s . - MULTIPLY BY 1,09 X 1,09. ~ - ~ ( -
- 48,44 BASE UNITS ' ' _ _ ~ ~ ~,r= - - ,I N,~ J a ~ SEA! ~ ~ e LEVEL G LLG ?x3484. o
l~ r PIN 0734.03A2.4065 T®YTI~ i,i~ VARY ® °a ° DBi'1819,PG850 ~°°e /~Iao°~, o°
STIVLANDGREGORYC,&PATRICNS. ' ~ " _ ~ ISHFR,IARRY F. & ELAINE R ..1.45 AC. CLASS I P.O.S. X 10 UNITS/AC BONUS - 14.50 UNITS ~ ~ PIN onA.oa•92sa>9 PiN o73a.o3-oz-1036 20 TYPE B 20' TYPE "B" 3.6AC.zoNEDRas PROJECT #:07-58-009 ®°'®ooaaaa°°°' ~`',o°°
2,05 AC, CLASS III P;0,5, X 8 UNITS/AC BONUS = 16,40 UNITS j oea916 Pc63a DB960A,PC1G7s ~ LANDSCAPE ESM LANDSCAPE ESMT. I vncANT ~ 50 R/W Approved by ~ Date~Q~ °q®`E'Y 0<~P° ii 22 EOP-EDP Planning ~ Date ~ °0pea D0 °+°p0
2,02 AC, S,O.S X 5 UNITS/AC BONUS = 10.10 UNITS / ~ 6.6ac,zoNEDRao 3.31 AC,zoNFDRaB / S GLE•fAM. RES. a1NGlE•FAM, RES. OPEN SPACE "H" ~
TOTAL OFi 41,00 BONUS UNITS Engineering ~S Date
PLUS; + 48.44 BASE UNITS ' O.lOAC. I
= 89.44 (90) MAX, UNITS ~ ~ / ~ 1 PNIC SCALE ' ~ ALL CONSTRUCTI®N SHALL BE 3N ACCRt~ANCE 100 o sa .700 zoo
WITH CURRENT TOWN ®F CARY STANDARDS AND
PR®JECT ®7-SB-0®9 SPEClFICATI®NS, F;1n~~~ 1DDft.
No. Date B Designer Scale Revision W & R V = 100' left
1 REVISIONS PER TOC COMMENTS 8-09.07 RKL Sheet Na,
2 REVISIONS PER TOC COMMENTS 9.27.07 RKL Drawn By Date
RKL 1UNE 14, 2007 3 REVISIONS PER TOC COMMENTS 12.17-07 RKL 'O~VERALL S1 kLL SITE PLAN 2 ENGINEERS I PLANNERS I SURVEYORS
4 FINAL APPROVAL 2-05.08 RKL Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
BDH 02060095.00 CARY WAKE COUNTY NORTH CAROLINA

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..PIN 0724.04-93-1983 / ~ ~ . ! ~ a m.~ , . ` } I / ~ , ' - ~ ~ ~ , - . r' I Q I ® ~ / } i ® ~ r ~ j/,/ /i/./~'~ .ice I'~.
' ~ i tea" -em ~ °1~'a s I , \ ~ / / ~ / DB 9851 PG 291 I ! ~ / / ! \ ~ A t l s ; - ~ ~ i ' I , STORM D ~ T ~
1,6 AC. ZONED R40 ~ < \ ~ ..I. ~ 1 / ~ / / sa Is° acb , / I ~ % ~ '
SINGLE-FAM. RES. f g I \ ~ \ \ I I I • ~ I , ~ w i ~ ~ I ~ ~ i/ ~i / l ; / ~ ; I Rim Upstream Fulf Upstream Downstream
r ® ~ \ ~ i , ~ I ~ ~ gar i ! /F \ TR E PROTEC ION ~ 1 ~ Mod I i ~ , ` ~ i r
m a' acr + --2C~~-- ~ \ F TYP / ~ f 'e.~+ ~ / ~ ~ ~ ~ I i / / I / i~ lfREE'PROT,E~TION ~ ~ ~ ~ Upstream Elevation Downstream Upstream Inlet Inlet Area Q(10) Capacity Velocity Out Seciian .Length Invert Elevation Invert Elevation Constructed / ~i / F'NC .('rYP) ' +tP ® / Node ft Node C-value acres cfs cfs cfs Size {fl) ft ft Sb a ft/ft
r;~'~,
I ! LI' I l i nG~ltll '@~ 1 lU ~ fI t ~ ~ i i - I I DL22 340.50 FES-23 0.60 0.70 3.06 6.12 4.99 15 inch 111.34 338.50 337.50 0:0090 DI.30 361.5Q DI 29 0.66 0.27 1.18 4.62 2.42 15 inch 29.37 358.65 358.50 0.0051
- i ~ I ~ v ~ 1 1 I l / ! is l ~ i ~ - - ~ 1 1 I ~ ~ i f~ 1 ! ~ q 011 341.15 DI2 0.59 0.37 1.59 11.16 2.40 15 inch 46.91 338.30 336.90 0.0298.
~ I ~ 1 1 10 / DI2 339.55. DI 3 0.49 0,56 3.57 8.79 3.21 15 inoh 191.60 338.80 333.25 0.0185
/ ~ 7 I ~ I I j d ~ ~ ~s~ I I ~ '@ - v - -9 I 1 I I~ ~ ~ ( I d - I' DI3 336.50 DI3A 0.41 1.29 12.02 12.30 7.90 18 inch 51.07 333.00 332.30 0.0137
1 1 1 i / i I ~ I I ~ 1 \ ~ t,' ~ / DI3A 335,65 DI 36 0.49 0.30 13.03 23,18 13,38 18 inch 98.60 332.20 327.40 0.0487 I I I 1 ~ ~ @~ + DI 3B 331.25 Df 4 0.58 0.34 14.38 21.17 12.72 18 inch .100.90 327.30 323.20 0.0406
i f 1 I I I l'. i J l a ~ ~ I ~ I ~ A ~ 19 \ I I ~1 IJ i ~ -v 1 m ~ 1 I I~ i ' 1~ i ® ~ ~ ~ DI3C 342.45 DI3 0.52 1.27 4.81 1i.02 4.31 15 inch 200.93 339.10 333.25 0.0291
(v~ I ? I d \ ! i I I I ~ .rat , J / Id 'i \ - \ '~9Z\~ ~ I 1 b I d I ~ I A 1~ ~ .aft ~ r' 2 f l I ~ ~ I DI4 326.75 FE5 5 0.57 0.81 22.31 25.25 8.93 24 inch 56.17 321.50 320.80 0.0125 2 r ~ ~ ? i I
" I \ 1 / 1 i I i ~a ~ V \ HERALD OSHUA D. & LORI BOWLES ~ ; " I . ! a i' ~ I t i I i ~ ~ ~ ~ m t i ~ to ~ o c 1 9 ~ I r ~ I ~I 1 d ~ Ta V ' ' I I I ~ V I I } ~ . ro ~ ~ / i i I v tis ~ ~1' ) B I l ` ~ I !J ~ I I ~ D(6 324.85 DI4 0.51 1.31 4.86 0.00 3,95 18 inch 99.66 32220 32220 0,0000
PIN 0724.04-93-1765 ~ ® ~ TP i I i I v ~ y 1 1 ~ v y-~. F I L1$~ I I I v 1 , ~ I p I C I 1~ t 1 i 1 / DI 7 341.85 018 0.46 0.40 1.34 4.64 121 15 inch 48.37 336.90 338.65 0.0052 I~~ I I I ( 1 ~ i I ~ a~_ 1 _I ~ ~ r-~I p18 .342.10 FES 9 0.54 0.12 16,34 39.64 11.40 24 inch. 7326 33825 336.00 0.0307
1715 v ° R:BL CC1FF I I v t t~ oy v. I DB 11745, PG ~ r d r1V ~ 1 i 1~ I _ I I ~ 1 1 ~ a1 1 \ I V I ~ I I J" I B DI8A 342.50 Df 8 0,52 2.12 8.C2 8.35 5.79 18 inch 23.71 338.90 338,75. 0.0063
1,68 AC. ZONED R44 I DI.29 ~ - - _ / I I I : ~ t~ d I 1 ~m \ ~ ~ r~A~ros? I ~ I ~ ( DI 10 350.80 DI 11 0.53 1.40 5.40 17.58 8.61 18 inch 57.12 347.60 346.00 0.0280
SINGLE=FAM. RES. ~ to+oo ~ . , a i y I I ~ v y ~ `.1~ ~ a v P ~i I _ . • •aa~a- ~ , . `m I I I I ~ \ 1 \ ; ~ > ~ I / \ STORtv~~NATE d~ \ , ~ j~l ~ ~ , ~ r~ (l ~ ~ ~ ~ DI 11 348.90 DI 11A 0.50 0.25 6.29 19,43 9.81 ~ 18 inch 99.40 345.90 342,50 0.0342
~ t ~ _ o oo.. ~ . I l ~ 3 I v v ~ ~ I i N~1 EMEN'TvAREt~ ' ~ ' ~ ' i ~ I * / I ~ DIVA 345.50 DI B 0.39 0.15 6.88 19,80 3.97 18 inch 113.96 342.40 338.35 0,0355 I ~ i ~y6 I' I "1 0112 354.10 DI 13 0.58 0.88 3.71 10.82 4.25 15 inch 174.65 351,10 346.20 0.0281
! ~ II / v ~ I ~ I e \ I i i o M\ II y l I I \ \ ~ i~~ASPHALT TR,f11L IN I \ FE5•i9`:. ~ \ ~ ~ ! i I r 3 I I \ \ \ ~ HOA`C,OMMOM OPEN I i FES•26 \ ~I I I i I ~ ~ ~ ~ ~ ' - ~ ~ ~ , I ~ ~ DI 13 349.10. FES 14 0.57 0.41 5.36 11.01 8.91 15 inch 106.64 348.10 34390 0.0291
- 1 f - - f ~ 1 I ~ I v ~ v ~ ~ ~ ~ v ~ I ~ j ? I - ~ t® I ~ ~ \ SPACE, ~ \ ~ I ~ i % ~ i, f I f I ~ I DI 15 344.60 DI 16 0.50 1.73 12.32 14.03 8.81 18 inch 57.72. 341.00 339.97 O.D178
I r I L (1 1 DI15A 347.20 DI15 0.53 1.58 0.09 11.32 5.42 15 inch 99.28 344.30 341.25 0.0307
I 1 \ ~ y 1 4 ~ , 334 I 1 + \ \ \ ~ 1 ~ \ ~ 1 1 - - ~ ( 1 \ i ~ fi ` 336 I i I I ~ F - t I( I~ / I ~ •1 I I ~ 0(16 343.00 DI 16A 0.50 0.20 13.01 19.33 11.74 18 inch 128.42 339.85 335.50 0.0339
rl ~ I \ \ 1 NT x I t ~ \ \ \ \ ~ r 1 \ 1 ~ I "~'~+'4~? 1~ I I ~ , DI 16A 339.30 DI 18 0.61 0.31 14.29 56,88. 15.00 24 inch 98.50 335.00 328.75 0.0635 ~ _ DI 17 336.40 DI 18 0.50 0.37 2.62 .6.86 521 15 inch 221.80 332.00 329.50 09113
m it f - _ ~ r 4 ® 5,. STEPHENSON, JAMES B. it + I _ ~ P I ~ 1 ~ r \ FES•25 I I I I _ ~ o ,
~ t ,p P1N 0724A4-73-9507 / ~ ~ ? ~ ~ ~ v v v / ~ ~ } L•. ~ ~ FE 27 ( 1 V ~ ~ ~ 1 ~ +6P~ lj ~ ~ DI 17A 339.70 DI 17 0.48 0.37 1.29 13.48 6.94 15 inch 105.62 336.80 332.20 0.0436 +6P ~ ~ 1 r h DI 18 336.05 FES 19 0.63 022 17.61 43.25 8.12 30 inch 66.55 328.24 327,50 0.0111
B 10712 PG 641 ~ I d d } ~ \ \ ~ ® ~ ~ % „ t i 1 - I DI28 361.50 FES 27 0.49 0.12 2:16 9.06 6,05 15 inch 76.17 358.00 356.50 O.D197 - ~
20 AC. ZONED R40 - ~ t + ~ ~ \ ~ \ ~ ~ I- I I DI29 361.50 DI28 0.49 0.16 1.74 5.96 422 15 inch 46,92 358,50 358,10 0.0085
_ I FES 20 328.10 FES 21 0.51 3.65 13.55 53.48 8,89 30 inch 82.34 328.10 326.70 0.0170
xv e'srr , ~ I d . ' i \ L a \ IF r if S ~0 7 ~ Iol 7 fl FES 25 337.20 FES 26 0.51 0.51 1.89 18.97 9.13 15 inch 60,87 337.20 333.06 0.0690 17 ~ ~
r d I °1 CI~~RTy~ !F D IUD ~T _ I ~ ~ ~ ~
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1 t \ \ ~ Y 1 h- , / , ® ~ ~ i
! TR ~RQTECTION I ~ ~ ~ ® ' • J ~ ~ i f I FENC TYP- 1 ~ 0 ~ r ~ ~ ~ ® t I LIMITS OF CONSTRUCTION
i \ ~ F _
i N/F m ~ ~ ~ - - ~ TIN 1 t I \ \ / , 1 ~ LIMIT OF CO TRUC 0 I ~ \ ; ' 29
- ~ ~ ~ \ ~ 1 E GENE S. & THELMA M, ~ / 1 ~ } I I ~ / I I I \ , o , ,
-417 0 I ~ ~ ~ ~ \ I < IN 0724.04-83 3 1 ~ I I ~0 1 ~ . I ~ ~ ~ , , ,
DB 2180' PG 48 f ~ I '-'T \ v ~ ~ ' \ w wE7N+ND5 ~ i ~ r ~ ~ \ i ® Ii / _ o I
~.63 AC. ZONED R40 a / r I ' ' _ ' ~ \ I I ~ 1 - y ~ / \ 3 e~ \ mss.
FARM j ~ ~ \ - 46 I I ~ / ~ , /
Y J\ ' I r_ ~ ~6 41 p / I TREE PROTECTION
~ - -ss / i , 1 I f FENCE (TYP)
~ I;
1 ' ° I r'/ 1 J I j i li
r i i ~ ( 1 / / ti a ~ / ~I ~ I - ~;I ; ~ / i
~ ( t 0 I 1 ~ ~1
V f 4 d i i v t I ~ I t ~ ~J6 ® V ~ _ I 0 _ i ' i > p
I 2O' STORM RAINAG i ® 33 l ' I l i / I ~ v ~ I~ , ~ I
~ i' ' 1 'v EASEMENT / ~ 40 ®I ~ 3s~1 _ r, B. ~ l ,,,1 v ~ t . v o ~ ~ - p i
1 ~ - I I \ _ 1 ~ ~ A o I A A I 1 i ~ ~ ~ _ ~ ~ ~ ~ G~~ I - , I, I ~ ,10 . ~ ' ! NOTES;
/ / / _ ~ ~ ~ I 1 v I I F- - ~ v ~ ~
I 1, ~ 1 - I ~ ?II v v ~ v v 6 , ~ i o 1 I / o ~ i ~ i i
1 ~ 1 c 1, ~ i ~ B f TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF THE. i~ ~ i~ „iI'~ ~ BUFFERS AND STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2'
t \ ~ 48 I ; J~ _,~fi_ 3 TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO A5 TO CUT, RATHER THAN
1 \ 1 1 . ~ I ~ ~ I Q, i ~ TEAR THE ROOTS.
% ! A 11~ V~ - J I I N ~ r / ~.}75 DI•t ~ 3so v ~ 1 I f ^ T , , ~ Y l~ j - 1 ~~v ~ ~ 39 I v ` I ; I I ~ ~ ~i/ / /'l a THE TREE PROTECTION FENCE SMALL BE MAINTAINED ON THE SITE UNTIL
I1~ 1 Ir ~ I 1 1 / ~ , ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE
1 r \ ~i' i I v 0 \ 0 ~ \ 1 } 1 >I ~ ~ , O i e t ~ \ 'P'',• ~ I' ~ 1 I I ~Z+J / ~ CERTIFICATE OF OCCUPANCY (CO) 15 SCHEDULED, THE FENCING SHALL BE `i I ~ I I ~'o~ Cor"~+/aREn ~ REMOVED PRIOR TO FINAL 51TE INSPECTION FOR THE CO. -
- 1 \ I ~ b / 2b 1 I, ~ ~ TYPE Bi9~FER / I"~"' 1 (
BETTY B, ~ r 11 t 1 ~ 1 / I ~ ~ ? e ' ' . \ ~ l~ i l , b' I 1 ' / ( h I ~J~~' ~li~ I ~ - ~ f ( gt / ~ ( / f 3. LOTS WILL HAVE AN ENTRANCE PIPE WITH HEADWALL OR FES, THESE PIPES 1 ~ ~ i (J WILL BE ELEVATED SUCH THAT DRAINAGE FROM THE ROADWAY WILL NOT BE
7135 ~ / r ! ~ (1 .4 , ~ i ~ ~ r I , I " t / ~ i ,ALLOWED TO RUN DOWN THE DRIVEWAY.
69 ~ I Esa - o~ _ - ~s 49 _ r ~ J i ~ T" v \ ~ I I
\ I I i 0 ~ ~ r r r I
DES. v q ( ~ 0 ~ ~ v 1 r ( «..«...~..a..~,,. I r 1 1 .v 1 + f ! I I i I !
- 4 \i I i III f 1 ( f~ 1
I 38 : ~ ~ 35 I ~ ~ i f I t 1 ~ 1® y l I L - - i
I I If i f ~ I ~ 1 ?i If ~ ( ,101. t ~
r, ~ i ~ \ l HP ~e %Ii r I; ~ g f I~ I,
1, 1 I I . / 1 ® a ? 7 , I ~ , \ \ 1 1. 4; ( ~I ~ 61 ` `~12~11 ~I~ I s ~ ~ ~ ~ ~ 1
j I I ' l ( ; f ~ \ ~ ~ l ; I 1 ~ 1
TEMP. JUTE MAT ( ' ;;f ~ I - ` DITCH LINING {TYP,)
I / I ~ I t l l ~ . ® i 1 E 74 - , . ' l 1 1 ~ \ { ~ ~ ` ~Rwe
1 I1~~ ST~RM ~tA1NAG~ ( ~
c j I i t / I ~ Om o o .ocl ~ 0~ ® I I J l i~ l 1 ~ 3b , ~ ~ ~ 'EIASEM NT i I' I ' 1
r \ DI.10 ~ , d - ~ ~ I ~ ~ ( ~ ( ~ 11 Ill ~ ~ 11~ I II
\ I I / ~ i i II ~ / ~ _ ~ ~ ~ ~ / l I q i
l l / ~ ~ 7 . l c y . ! ~ I r , , ~ ~ ~ i 24 , A sx~ a I I ~ i 73 ~ ~ -I i ` ~ l ~ ~ ( / I ' I 13 ~ I ~ -I °p60oo°0ooo°°p°D0 ` I I ~ ~ARp~ l~ Ij I ~ l ( /I I o°c°\O~oooCoo00pp000p0
l I I i i i l / ( r ~ ~ ~ I I I e \ p°O(~F„SJIQ'V°o-oV-fl °p°
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1_~~ ~ I/ ~ ~ ~ 1 ' I ' T®VV~I OF C o °0 23~s4 a o
i ? ~ti 37 xv as ~ 1 ' i , TP 70 ~ ~S ~ / I t o ~ ~ ~ ~L ~ d / o ~ i 1 r ' ~ PRO~ECr o~-ss-oo9 0 ~o F ~ ~ t I ~ I ~ I~ Ili ~ Approved by~2~_. Date i2 I °°°°°~~pq°NGINE~;°°~~~,°°
i y„ I ~ ~ ~ '®-r .p..p•.I, tP mss. ~ / I I I ' j I ~ I' i ~ `LIMITS OF CONSTRUCTION'__ ~ I ~I~ oooo°oo°`~ } ( ( I I ~ Planning_..~_. Date ° ° fY
I ,w, I ~ L ? ~ / a I ~ I r I~ ( 1 ~i Engineering~'S Oate d o°°o°
~ ~ o , j I ~ p I II i i 1 ? 1 23 I r ~ l 9 i f I 1 I ~ U
/ I ~ ~ . , I II 1 II ~ ~ 52 I I, ~I I ( , I I
t v , 0 i • I ~ (I i 1 I,' ~ GRAP~icsc>4~E
J I / 1 I . ~ _ _ _ A ~ / ,I I ~ ~1 I 1 _ I / , 50 0 30 60 120
" I I ~ _.L.~. ' - ---III ~
I I I I \ ~7 ~ ~ ~ ----tea N l ~ / 1 ~ a@' CDU x ® , ~ / a , r ~ 1 ; ~ I ~ I + ALL CONSTRUCTION SHALL BE IN ACCOR®ANCE
i (i ~ r I I~ 1 f ~ I~1(. / ~ ~ ~ WITH CURRENT TOWN OF CARP STAN®ARDS ANA i inch ~ soft..
~ , ~ ~ ~ ~ ~ _ ~ 0) ~ 5PECIFICATIONS.
C~~~CT D7-SB-0.09
No. Revision Date B Designer W& R Scale 1" = 60'
1 REVISIONS PER TOC COMMENTS 8-09-07 RKL PARKRIDGE ESTATES PH I GRADING & ST & E2~m ti ; Sheet Na, STORM DRAINAGE WITHERS
REVISIONS PER TOC COMMENTS 9-27-07 RKL Drawn By Date 2 4
REVISIONS PER TOC COMMENTS 12.17-07 RKL RKI JUNE 14, 2407 3 o _ ENGINEERS 6 PLANNERS I SURVEYORS -AN NORTH 111 MacKenan Drive Cary, North Carolina 27511 teL [phone] fax: [phone] www.withersravenel.com
4 FINAL APPROVAL 2.05.08 RKL Checked By Job No. BDH 42060495.00 CARP WAKE COUNTY NORTH CAROLINA PLAN
911

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O ~N III
i ~ 1 \ i ® l~ 1._s 0 /v ( ~ t / o I l / JI
~ ~ ~ ss~ ' \ avy ~ p ~ ` ~ r 1
_ ~ ' / ~
1 I 7 ~ ~ ® % - m\ r ~1 ~ I ~4 I ~ - r ~ I \ I \ a g
~ ; f ~ 1 ` _ ~ CONSTRUC110N
. ~ ~ i 1 33 / r ci ~ \ \ ,1 1 , v ~ 1 g I v , ~ h i~ 1 9 1 I T ~~~~^^aa,, ^~@^ A pg~
f t ~ > ~ 40 ~ ;~4 I I A 1 IMT F~
o \ ~ ~ \ ~ A 1 , ~ ~ ~ 1 I ! ~ ~ I 1 C ST.~UCTION ~ ~ ~ 7 I i I ~ II r / ' Rim Upstream Ful( Upstream Dovvnsiream
1, ~ , 1 _ , ---F" I i 0 / ® ~ , ! ~ Upstream Elevation Downstream Upstream d~let InleiArea Q(10) Capacity Velocity Out Section Length Invert Elevation Invert Elevation Constructed
I r i i 1/1! ~I / ~ Node ft Node C-value acres cfs cfs cfs Size ft fl ft Slo a ff/ft 6
l Y - - - \I \ 1 ~ ~ ~ i/ ~ DI.22 340,50 FES•23 D,60 0.70 3.06 6.12 4.99 15 inch 111.34 338.50 337.50 0.0090
~ ( ~ q I - ~ / ~ i~ ~ . -f Di•30 361.50 DI29 0,60 D.27 1.18 4.62 2.42 15 inch 29.37 358.65 358.50 D.0051 V ~ I ~~f-r~-~-~- ~ DI 1 341.95 D12 0.59 D.37 1.59 11.16 2.4D 15 inch 48.91 338.30 336.90 0.0298
I ~ i I ~ ~ p, 5s f DI2 339.55 DI3 0.49 0.56 3,57 8.79 321 15 inch 191,60 336.80 333.25 D.0185
ti , \ 751 ~ / ~ / r T , ~ ~ I ARIABLE WI~T~ Dl•1 ~ - ~ sso ~ ~ ~ ~ I I 1 ! I - ~ 1 ~ 39 ~ 1 ~ I I ~ ~ ~ ! i ~ ~ ~~'C DI 3 336.50 DI 3A 0,41 1.29 12.02 12.30 7.90 18 inch 51.07 333.00 332.30 0.0137
/ ~ o - - 1 ~ S ORM DRAINAGE' 1 1 v ~ a ~ - ~#1. ~ I I , ~ ~ ~ ~ ~ ~ 1 ' \ i } I EASEMENT 1 ~ ~ , 1 ~ A 1 3~ ~ ~ \ , \ ~ II l ~ / ~ D13A 335.65 DI3B 0,49 0.30 13.03 23.18 13,38 18inch 98.60 332.20 327.40 0.0487
~ ~ 1/ 1 ~ + t ~ l _ / I / / / ~ GAMMON p~AV ~ ~ DI 3B 331.25 DI4 0.56 D.34 14.38 21.17 12.72 18 inch 100.90 327,30. 32320 0.0406
- \ , \I I 1 I ~ C7 i . f / I v ~ I/- 26 1 ~ , ~ ! I 1 I ' f / I / / / E B QU~R I DI3C 342.45 DI3 0.52 ~ 1.27 4.81 11.02 4.31 15inch 200.93 339.10 333.25 0.0291 / / 8/ l 1 l ~ / ~ Dl4 326.75 FES 5 0.57 0.81 22,31. 2525 8.93 24 inch 56,17 321.50 32D.80 0.0125
l _ _ , / 1/ I , 1 / ~ 1 ,l I. ~ , t 1-~. , 1 l r~ l l ~ ~ I ~ / i ~ DI6 324.85 DI4 0.51. 1.31 4.86 0,00 3,95 18 inch 99.66 322.20 322.20 0.0000
4J ~ I ~ ~ ~ ~ , ~ ! ~ I ES•, i I 0 .I / / ~ i ~ I ~ ' I i / / ~ / 1 / I DI 7 341.85 DI 8 0.46 D.40 1.34 4.64 121 15 inch 48.37 338.90 338.65 0.0052
/ , I 49 I ~ ~ , ` I l I l / ~ f /l / ~ DI B 342.10 FES 9 0.54 0.12 16.34 39:64 11.40 24 inch 73.26 338.25 336.00 0.0307
i ) , r ~ l l J•,~_ I / DI 8A 342.50 DI8 0.52. 2.12 8.02 8,35 5.79 18 inch 23,71 338.90 338.75 0,0063 ! - i
i ; z~ ~ I v r l ~ I l / I / ( ~ / ~ Il ~ ~ DI 10 350.80 DI 11 D.53 1,40 5.40 17.58 8.61 18 inch 57.12 347.60 348.D0 0.028D
~ / IMI of ~ I I ~ . I - L 38 35 ~ ( I i / I 1 ~ 1 ~ / I I DI 11 348.90 Df11A 0.50 0.25 6.29 19.43 9,81 18 inch 99,40 .345.90 342.50 0.0342"
v~ s ,r 1 ~ ~ I , 1 ~ i 1 , ~ CO TRUCTION I l I i I I ~ { ~ t DI 11A 345.50 DI8 0.39 0.15 6.66 19.80 3,97 18 inch 113.96 342,40 338.35 0,0355. / ~ I I I I I I~ t! II ' / ~ ~ DI 12 354.10 D113 0.58 0.88 3.71 1D.82 ~ 425 15 inch 174.65 351.10 346.20 0.0281
r, / I\ ~ ' I i , / ~ ~ 1 ' o ~ I i I 1 1 l' / l ~ i I I ~ I I I 1 I I ~ ~ DI 13 349.40 FES 14 0.51 0.41 5,36 11.01 8.91 15 inch 106,64 346.10 343.00 0.0291
~ ~ g I I I I ' I ~ ( I ~ D115 344.60 DI 16 0.50 1.73 12.32 14.03 8.81 16 inch 57,72 341.00 339,97 0.0178 gg f I 1 1 I DI 15A 347.20 DI 15 0.53 1.58 6.09 11.32 5.42 15 inch 99.28 344.30 34125 0.0307
M~ I ~ \ \ 1 1 B, / i ml j I I 1 ~ ~I t il~ I I I I A DI 16 343.00 DI 16A 0:50 020 13.D1 19.33 11.74 18 inch .128.42 339.85 335.50 0.0339
~ , 5 ~~a ~I N \I . 1 \ 5 ~ ~ I ( I I 1 ~ ~ Ill DI 16A 339.30 DI 18 0.61 0.31 1429 56.98 15.00 24 inch 98.50 335.00 328,75 0.0635
J I I-~ ~t - ~ I ~ ~ DI 17 336.40 DI 18 0.50 0.37 2,62 6.86 5.21 15 inch 221.80 332.00 329,50 0.0113
' ~ I ~ } 1 11' - ~ DI 17A 339.70 DI 17 0.48 0.37 1.29 13.48 6.94 15 inch 105.62 336.80 332.20 0,0436 i ! ~ ~L ~ y ~ ~ ~ / DI 18 336.05 FES 19 0.63. 022 17,61 43.25 8,12 30 inch 66.55 32824: 327.5D -0,0111
t I l" i ( l V 72 , A ~ / ~ x, ram Im t i ~ ~ ~ ~ - WW L~ a~ ~.I~ ~ I i ~ + ~ ~i ~ DI 28 361.50 .FES 27 0.49 0,12 2.16 9.06 6.05 15 inch 76.17 358.00 356.50 0.0197
3~ , ! / ' l ' l i ~ i 1- D129 361.50 D128 0.49 0.16 1.74 5.96 4.22 15 inch 46.92 358,50 358.10 0.0085
Ji ~ 1 ~ 2 ~ 1 li' ~ ~ I i ~ J FE5 20 328.10 FES 21 0.51 3.65 13.55 53.48 8.89 30 inch 82.34 328.10 326.70 0.0170
I o t /'r - ' / LIMITS OF o A\~ , -r 1~ , , ~ CONSTRUCTION ® I I ; / /
~ I t- v r~ I I~ I r ~I `f I ~ i~ 13 t t ~ I l ' ` ~ FES 25 337.20 FES 26 0.51 D.51 1.89 16.97 9.13 15 inch 60.87 33720 333,00 0,069D ll r ,IO/~~ ~ ;I ! 1 ~~~~I1
/ ~ \ , , l ~~~1 ~I ~ i. / 11 / o a~ v ~ ~ !
t` ~ / I ~ - ~ I t / - ~ ' t ~0 / ,I= ~ ~ /'dll~ l ~ IjI
~I t I j - I .ill.. ~
D ~c ~ i 20~TORMf DRAINAG~ I 1 IEA~EMENI` I I
J L~ ~ TP , I, I~
! ! I .fir r ~ ~ / i I I ! ~ { ~ l ~ { I ' ~ / v' I I III / ~ II i ~ I) STORM DRABNAGE OUTLET PROTECTION SCHEDULE
,i' i \ I ~ o ~ ~ LIMITS OF / ~ / ~ / I + ~ ~ - ~
j t ~ - I I I ~ o _ ~ CONSTRUCTION / - ' ® r I I ~ ~ l I ~ /I r/~ I i ~ I At OL~let Velocity, V1o Apron Dimensions Rip Rap Stone
~ \ ~ 52 ( , I ll 1/4 t I ~ . II / / / ~ ) Number (ft./sec.) .Width, W1 Width, W2 Length Depth Type Size, d50
~ / ~ ~ ~ ,I II. t ~ / ~ ~ ~ I ~ v ~ ~ t
~ ~ / ? / II . / i I ' ~ J ' II' ~ ' FES 5 7.0 18' 19' 16° 22" Class B 6" l I ~ 4 ~ ~ I i -~'~--~--~-I- ~ ~ ~ FES 9 12.0 14' 16' ~ 14' 22" Class B 6"
w t / t !i ~ ,fig: ~V a ® ~ - ~F~I I / , ~ ~ r ~ I ~ 1 / / ~ ~ I ~ ~ FES14 8.9 8' 10' 8' 22" Class B 6"
~ iii i • l i°~ r / tl ~ III ~ ~ ~ FES 19 7.7 15' 1T 15' 22" ClassB 6"
~t. v. _ .o ° ~ o ~ l ~ {pl / ~ I ~ I 1 I II it ' I ~ MI ~ ~ ~ FES 21 9.1 15 18 15 22 Class B 6
t_ti. - - ° \ / , _ VARIA LE WIDTH / ; i / h~/,- - - ~ rO?„~ ! I ~ `ST6R f~RA1NAGE / I t i i : ' ~ ; Ml 151 ll ~ ~ , ~ 1 FES 24 7.3 8' 10' 8' 22" Class B 6"
f1 '4 ~a/ ~ I 1 ~ ~ - ~ _ _ _ _ ` _ ~ , ~ EASEM NT ~ ~ - - - I I I ~ ~ i i r ~ I " / ~ ~ FES 26 9.3 8' 10' 8' 22" Class B 6"
~ .z ~ a ~7 m ~ ~ 22 , I ~1 a i _ ! I t ~ -5 / ~ ~ ~ ~ / ~ ' ~ ¦r / I I ~i ~Il l " / ~/I
I - ~ ~ ITEMP', JU M II I' ~ ' I) DITCiiI LINING (I ~ ~ Note: Provide filterfabric unerliner.
I ~ ~ I ~ ( I I ~ ,a2 n 53 I g LIMI OF ~ DI.2 , --r-~- ~ Pipe outlets shall have a reinforced concrete pipe (RCP) flared end section (FES)
DI• ~ ~ ° l~ , ll i ~ ICI ~ ~ unless othennrise specified. - I ~ II ~ / ~ r~ ~
1 r ' ll I I ~i ~ /II
I~ ~ i /'1 \ 'cal ~ i. a ~ l i j m r ~ A ~ , m ~ l }16~ ~ ~ , ~I 'i ' l r l I-. i~
r i ~ = ~ \ ~ ~ ' I DI.3A ' ~ ~ } Y / ~ - J ~ ~ V ! ! D I , ~ DI.3A
\ ! LJ LJ / i / l 1 ~ I l ~ ~ I / ~ I
~ \ \ A I I o ~ i 1 ~ . \ _ / I ~i II ~ I l ~ I C ~ 1' ~ ' NOTES:
i ~ I I / I ( ~ P ~ 1. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF THE
I ~ v , I / ~ , / \ ~ NAG@tvfENT ARC ~ ~ .~I ~ I I I ( / ~ i -i I ' ~ BUFFERS AND STREETSCAPES, THE CONTRAGTgR SHALL CUT MINIMUM 2'
I i v "L t t i i I I ~ I ~ ~ 20 COMMQN AREA I I TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS Tq CUT, RATHER THAN
I ~ / \ _ ~ t / ~ ~ \ 58 VARIABLE WI TFf ~~TFf I ~ % TYPE 8 ~BU~ER I - 6 (I , ; TEAR THE ROOTS.
! I ~ ~ l ~ v'` ~ I / I l ~ ~ 1 STORM DRAT q~ ~ , t \ ~ \ - , _ ~ t l ~ ~ . ~ g 1 I EASEMENT i '~A~ ~ ,j 1 I \I i ' 2, THE TREE PROTECTION FENCE SHALL `3E MAlNTAlNED ON THE SITE UNTIL
1 1 .n 1 \ \ I B ~ A ~ ~ ~ 1 ~ I I ALL SITE WORK IS COMPLETED AND THE FINAL SITE' INSPECTION PRIOR TO THE ~ i ~ , ~ t i ~ ~ CERTIFICATE OF OCCUPANCY (Gq) IS SCHEDULED, THE FENCING SHALL BE
~ ® \ ~ i I ~ I / , 1 - -
I ~ ~ ~ \ e !l 1 'fa A A •3~ F ~ I I' II 1 I I ~ t REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. } ~ ~"'i D I g H AN NTR N PP F
p ` 3. LOTS WILL AVE E ACE I E 'MTH HEADrdALL OR ES. THESE PIPES i ~ / ` I ' ~ WILL BE ELEVATED SUCH. THAT DRAINAGE FROM THE ROADWAY WILL NOT BE
Ti= ~ I j ~ I t I 1 ALLOWED TO RUN DOWN THE DRIVEWAY.
I , \ ! ~ \ ~ 1 / ~ 65 / ~ / ~ 1,1 1 1
I\ , ~ ~ ~ c rp
1 I ~ / I ~ ~ v v ~ /,:x/ % I y ~ ~ \ t / ~ I ~ ~ ~ v v ~ T
I v ra. ~ ~ i I I / 1 ~ I / r /I o I I i a
/ , ^ EES•5
1 I ~ - . i I v ~ ~ ~ ( ~ , i , STQRM WATER - ' ~ ~ S&
I AGEMENT ARE I ~ \ , ~ v:
~ ` ~ ~ I 1 ~ { ~ ~ ~v t ~ t ~ 'V y \ Vin' ~ \ ~ 1 I / ` ~ \ ~ , ~ ~ 1 V \ \ ~ 1 LL, A ~ 't "J"' ~ v b v / I ~ ~ ~
~ ~ .1 1 ~ vii r9 1
I 6~ l 1 \ I . y l , i ~ ,I _ / ~ \
N/F I ~ \ EO' TYPE B UWDSCME ESMT. ~ , V4 r 1 1 I I , i 1 1
~ FISHER, LARRY F. & ELAINE R, y ~ I,r 1 Q I 1 I ~ ®1`° , i ~ 1 i" I ~ , 1 g , , ~ .11' 6 i \ / ~ ~ ` q
~ PIN 0724,04-92-6395 \ ~ ~ Aso Z I I ~ I , , ~ ~ ~ I ~ ! I - - I ~ DB 6602 PG 130 \ I ~ ~ - ~
3.23 AC, ZONED R40 , , ~ ~ ~ ;,.'•~-----,=---I--'I I ~ ~ \ ~ _ j~ ~ ~ J' ~ PAINTERS HILL LANE o°°®~~H OAR~(~°°o, ° p00o°o°°p0
\ i ~ - ~4 ~ T - i I 1 1 I e _ SINGLE-FAM, RES, ~ ~ LIMITS OF I I t I 1 ~ ~ ~ / A ~ °°°oFESS~oN oy9°°°°
\ I _ 1 CONSTRUCTION i I' i i I'; , ~ T C 9°00
~ ~ -I ~8 I ~ PROJECT 07-SB-009 ° Q ~ ° ° i ~ Approved by_. I?~ Datell?/° ~ a g SEAL 8 0
I _ ~ , ~ i W~, I , I,' w' ` ~ h ~ Planning-----~~ Date ~ ~ e 23484 o a
-,a - ~ ~ ESMT. 1 t I II I ~ _ b gyp, I I ~ Gi1gIf18ef IYlt7~ `77 Date c° 61°0°>~
~ 20> ~ g LANDSCAPE I t t i ~ i ~ q 00°0°°° P ° °P EY o°°
o / J i ~ ~ ~ I o I ° 0000 0 00 ._.o.__ ~ ~~~o~
r N/F
\ _ ~ _ I LEVEL G LLC I GR PN1C SCALE I PlN 0734.03-02-4065 I Flo ~ 0 30 ~o izo.
~ 't ~ ~ _ - I oB t tst9, PG 850 i ALL CONSTRUCTION SHALL BE IN ACCORDANCE L....
' PAT I IA . 3.6 AC. ZONED R40 I 1NITH CURRENT T®WN ®F GARY STANDARDS Ai~D 1 inch = bolt.
~ ISHER LARRY F, & ELAINE R. STIVLAND, GREGORY C. & R C S I ~ ~ ~ ~ I VACANT ; SPECIFICATI®NS. J$J~~ 7 R A
~ ~ \ ~ p~ni n7w na.4~.snao I PIN 0734.03-02-103fi
Date B FFDesigner Scale No, Revision ~R r A r k'G & STO
1 REVISIONS PER TOC COMMENTS8-09-07 RKL
PArl KRI DG E ESTATES -P GKAUIN 2 REVISIONS. PER TOC COMMENTS 9.27-07 RKL Date 111 = 60' INAGE - ~ Sheet No. ,Ic STORM DRA W I T H F. R 8 - 5
3 REVISIONS PER TOC COMMENTS 12-17-07 RKL KL TUNE 14, 2407
2-05.08 RKL Job No. 4 FINAL APPROVAL SOUTH ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax. [phone] www.withersravenel,com
DH 02060095,00 CARP WAKE COUNTY NORTH CAROLINA PLAIN

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I,. ,I. ,~1 Project Title: ParkRidge Estates
Part i. Riparian Buffers
~ . ~ ~ ~ ,y ! ! , ~ 1 ~ , , , ~ _ _ r ~ / , °~f Area includes riparian buffers? [ J No [ XJ Yes [ j Exem pt
r - If yes, [XJ 50 foot [ ] 100 foot
~ ~ ~ % ~ ! r 1 ~ ~ I l / , -i \ ~ ! ! 1 t / River Basin? [ J Neuse [ X) Cape Fear J ~ Basis for Exemption
' ~ ~ Show buffers on site plan.
t ~ / / ~ v t (
I I I I I I ~,t v 11 p i I / A ~ I ! I~ i ! 1 ; ~ ~ I r' Part II. Nitrogen Calculations (Method 1, Appendix C):
`1;R ICLIFF~bRIVE ; III ' I r t I i I' c ~ t~ I t li I Q I ~ ! I I I I t t ~ ~ I\~ r t 3 a. Subdivision Information Number of lots 8D Average house size 6500 sf
~ ( ~ i III I t~ ~ tt ~ ~ t ~ I i I - I I I I I ~ I ~ ; r Z
< I 31 ~ ~ ~ ~ 'I m ! I Num ber of lots, l acre 3.04 _ Amount ofRight-af-Way 9.68 ac ~ Total area of lots (excluding Percent ofRight-of-Way
RMJand open space) 26.28 ac that is impervious area 52.27%
~ 1 ~ ~ ~ ' ~ ~ I ~ I ~ ~i I,,, ( 7 ~ ~ 7~ t i ~ I ~ ~ ~ 1 ~ I I I Average lotsize 14,309 sf Total estimated impervious area 5.06 ac
DIVE r (
; , ~ ~ ~ b. Pre-development loading: TN Export
~ i ~ t r ~ , ~ ' ~ ( r i r y _ ~ r Area TN export coeff from use
~ I Type of t.and Cover (acres). (Ibslaclyr) (Ibslyr) i I r Permanentlyprotectedunthsturbed open
!`f 1 I~ ( ~f` I I I ~ i y ~ ' I j space (forest, unmown meadow) 19.93 0.6 11.96
~~-,..r r~ r t ~ It/I ~ wig r i I t t \ ~ ~ ~ I ~ r ! r / I ` I Permanentlyprotectedmanagedopenspace
t ~ ~I r, , I REA 7 ~ ~ I I , - o A i , ~ ~ t / ~ ~ t I (grass, landscaping, etc.) 31.54 1.2 37.848
~ - 1 t~ i I I t ~ ~ ~ I ~ I 1,1 1 ~ L Impervious Area 0 212 0 i~l~li
A R + 1, I TOTAL 51.47 49.81 -'i~
J ~ Nitrogen loading Rate (Ibslactyr) = 0.97
T ~~1P#1 ~ ~ : , DRAT ~ , t t ` ~ , t / , ~ I ~I
N t I ~ t` '29 ~I / I ~ ~ c. Post-development loading, TN Export li
! ~ r I I 1 Area TN export coeff -from use
i ~ ~ Type of Land Cover {acres) (Ibslaclyr) (Ibslyr)
1~ ~ 1 ~ I Permanentlyprotectedundisturbedopen
~ II space {forest, unmown meadow) 3,99 0.6 2.39 ~ i Perm anentlyprotectedmanagedopenspace
~ ~ ~ ~ Il ~ y ! I ~ I) i (grass, landscaping, etc.) 11.61 1.2 13.93
~ I Right-of-Way (read TN export from Graph 1) 9.61 9,1 87.45
~ G ~ V _ I _ t ~i i y~ ! C Lots (read TN export from Graph 2) 26.26 4.2 110.03
~ ~ I i~ ~ I ~ 1 ~ ! TOTAL 51.47 213.81
~ I~°~ ,4 ® ~
~ ~ ~ _ ~ ~ , Nitrogen Loading Rate (Ibslaclyr} = 4.15
` ~ Proposed BMP(s) 4 Stormwater Wetlands and 50' Buffer
/ o / ~ - ~ r I , _ 1 ! /I t ~ , ~ ~ ~ ~ I / ~ i Nitragen Load after BMPs = 2.73 Ibslaclyr
rl ~r i ~ ~ -a. ~ ~ 7 z- ~ 9 , , - Nitrogen Load offset by Payments= 0.00 Ibslaclyr Estimated Buy Down= $0
r ~ Net change in on-site NLoad = 0.55 Ibslaclyr
Part III. Control of Peak Stormwater Row (for 1 year, design storm) i I
~ ~I I, r Calculated Pre-development Peak Flow 59.25 cfs
~ , I- ~ _ r r I Calculated Post-development Peak Flow ~ 107.8D cfs
r ~ ~ ; r / , r I / i Proposed BMP(s) 4 Stormwater Wetlands and Bufifers
r ~ ~ ( I / ~ ~ ~ 2 ( Post BMPPeak Flow 34.18 cfs
I I ~ ~ ~ r I I ~ 1, the undersigned, certifyto the bestof my knowledge thatthe above information is correct (affixseal}.
~ I ~
AREA 3
A j(~ 7 Supply notes & details showing control of Nitrogen and peak Stormwater runofif.
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f I / I /~r 1 r ~ / PROJECT 07-SB-009 GR HIC SCALE ~ 100 0 50 t00 200. ~ APProved by Date rL !
rf ;a r ( I r i~,r r r ~ Planning Date ~
l~ r, l 1 I ~ I i, I .r ~,lo. /j + Engineering ,5S Date D _ t inch = to0ft.
ET 07-S6-009
i
No. Revision W & R t° =too' Date ]RKL Designer Scale : t Sheet No.
1 REVISIONS PER TOC COMMENTS 8-09.07 2 REVISIONS PER TOC COMMENTS 9.27.07 Drawn By RKL Date JUNE 14, 2007 PAR"KRIDGE. ESTATES PH I WATER QUAL
)UALITY PLAN .
3 REVISIONS PER TOC COMMENTS 12.17-07 4 FINAAPPROVAL 2-05-08 Checked By Job No, ENGINEERS I PLANNERS I SURVEYORS
BDH 02060095.00 CARY WAKE COUNTY NORTH CAROLINA. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

~ ~ i
1 WETLAND DEPTH LEGEND ~ ~ ~ ~ 1 ~ \ I / ~ ~
~ - / ~ ~ ~ ~ / / ~ ~ ~ ~ 1 Hi h Marsh - 2168 sf (38.7%) 9 ~ ~ i~ ~ /
1 ' ~ ~ I Depth=0' - 9" ~ \ _ / ~ ~ 1 , / I NORTH ~
/ ~ ~ ~ w M r h - 17 f % 4 ' / 1 , + + Lo o s 35 s (30.9 a) ~ ~ ~ 3 / ~ 13 + + ~ J
~ ~ I + + Depth=9 - 18"
~ Forebo s of pipes into pond ; = i IGL ~ ~ / ~ ~ / / / / / ^ ~ I / ~ ~ WETLAND DEPTH LEGEND / /
' ~ t 856 sf 15.3% r-~ \ I ( ) - I ~ ~ ~ \ ~ De th=36" - / O\~~/ ~ / / ~ ' f ~ High Morsh - 2566 sf (35,2%)
~ ~ I P \ t ~ ~ ~ \ ~ ~ ~ I ~I / ~ ~ \ \ ~ / / / . s i ~ ~ Depth=0.. - g..
g- ' %r,~r, t ~ ~ ~ ~ Micro Poal at outlet structure J 2 J / ( ) I r;~%/ / ' I /r/rn/ ~ I 848 sf 15.1 % ~ ~ / j / P / / ~ j i ' ~ ~ + + Low Morsh - 2543 sf (34,9%)
I I _ i 11 A ~ ; ~ I I ~/~i///i / I Depth-36" / / / / /w\ ~ / / - r Depth=9" - 18°
- - / 2 % rr/ ~ I / r /irk ~ ~ ~ ~ ~ ~ / ~ J !~lrii/~i I l / ~ \y ~ / ~ / ~ ~ / / / e f ~ ~ _ ~ Foreboys (ot pipes in{o pond);.
~ ~ r/~,, L VEL R~ADE~ j / /iir ,r,/ ~ I ~ l l i ~ j ~ ~ ~ / s ~ -@ ~ 1036 sf (14.2%)
~ ~ J PCA / ~ V ~ ' ~ / / / / ~ s y- ~ L, Depth=36°
~0' , - ti9// / / / / - I Micro Pool (ot outlet structure) ~ 1144 sf (15,7%)
~ ~ ~ ~ 1 ~ I I I ~ , / / / , ~ ~ ~ / \ ~ - Depth=36°
~ I ~ ~ ~ ~ _ T
I ~ ~ t ~ t - , / / MCE ~ ~ i /
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#2
01 i ~ i 1 1 = 3O PLANTING N07ES: O WETLAND 1~~~30'
1. TOPSOIL STRIPPED FROM SITE MAYBE USED FOR BEDDING MATERIAL, HOWEVER LOCAL
y SOILS AND ON SITE SOILS MAY NOT BE SUITABLE FORWETLAND PLANTS. PRIOR TO BMP #2 PLAN BMP #1 PLANT LIST BMP #2 PLANT LIST.
x INSTALLATION OF BEDDING SOIL, LANDSCAPE CONTRACTOR SHALL SEND SOIL SAMPLES " EPTH T 18" DEPTH FROM SELECTED SOURCE TO EITHER NCRS OR THE NC STATE AGRICULTURAL EXTENSION DEEP WATER EM EEP WATER EMERGENT COMMUNITY (9" DEPTN T018" DEPTH)
DEEP WATER EMERGENT COMMUNITY {9 D 0 ) FOR SOl L ANALYSIS.
UA. BOTANICAL NAME COMMON NAME SIZE SPACING 2. DO NOT PLANT AT OR NEAR RISER STRUCTURE DRAW DOWN DEVICES. QUA. BOTAN]CA Q QUA. BOTAN]CAL NAME COMMON NAME SIZE SPACING
MB LUTEA AMERICAN LOTUS BARE ROOT 3' O.C. 3. SOILS USED WITHIN A STORM WATER BMP MUST ADHERE TO THE FOLLOWING 90 NELUMBO 60 NELU 0 REQUIREMENTS: 90 NELUMBO LUTEA AMERICAN LOTUS BARE ROOT 3' O.C. 90 NUPHAR LUTEA SPATTERDOCK BARE ROOT 3' O.C.
60 NUPHAR LUTEA SPATTERDOCK BARE ROOT 3' O.C. 3.]. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER 90 NUPHAR LI 60 NYMPHAEA SPP. WATER LILY BARE ROOT 3' O.C. SIMILAR MATERIAL GREATER THAN 2 INCHES. 90 NYMPHAEp 90 NYMPHAEA SPP, WATER LILY BARE ROOT 3' O.C.
3.2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY
SHALLOW WATER EMERGENT COMMUNITY {NORMAL POOL TO 9"DEPTH} SAND, WITH NO MORE THAN 10°(° CLAY (USDA SOIL TEXTURAL CLASSIFICATIOM. SHALLOW WATE TALLOW WATER EMERGENT COMMUNITY (NORMAL POOL TO 9" DEPTN)
3.3. A MINIMUM ORGANIC CONTENT OF 14% BY DRY WEIGHT FOR AREAS PLANTED WITH UA. BOTANICA QUA. BOTANICAL NAME COMMON NAME SIZE SPACING N07ES WOODY SPECIES AND 5°l° FOR TURF AREAS. Q QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
NAL FLOWER BARE P,OOT 12" O.C. PLANTED ALONG SHORELINE 3.4, THE H SHOUID BE BETWEEN 5.5 AND 7.0. lF THE pH FALLS OUTSIDE OF THIS RANGE, 950 LOBELIA G 350 LOBELIA CARDINALIS CARDI p 450 LOBELIA CARDINALIS CARDINAL FLOWER BARE ROOT 12° O.C. PLANTED ALONG SHORELINE
425 SAURURUS CERNUUS LIZARD 5 TAIL BARE ROOT 12 O.C. IT MAY BE MODIFIED WITH LIME TO INCREASE THE pH OR IRON SULFATE AND SULFUR 500 SAURURUS 500 SAURURUS CERNUUS LIZARD'S TA]L BARE R007 12" O.C.
400 PONTEDERIA CORDATA PICKEREL WEED BARE R007 12" O.C. TO COWER THE pH. THE LIME OR IRON SULFATE MUST BE MIXED INFORMLY INTO THE 500 PONTEDER 500 PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 12° O.C. 60 SCIRPUS PUNGENS THREE SQUARE BULRUSH 1 GAL 2' O.C.. GROUPS OF 30 AROUND EACH FES `+~Y
60 SCIRPUS PUNGENS THREE SQUARE BULRUSH 1 GAL 2' O.C. GROUPS OF 30 AROUND EACH FES SOIL PRIOR TO USE, 60 SCIRPUS PL 275 ACORUS CALAMUS SWEET FLAG BARE ROOT 12" O.C. 275 ACORUS G 275 ACORUS CALAMUS SWEET FLAG BARE ROOT 12" O.C. PROJECT 07•SB-009
42 SA ITTARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 12" O.C. 400 SAGITTARU 5 G 400 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 12" O.C. Approved by~..r~- Date 21
Planning Date
SEDGE MEADOI~ ;DGE MEADOW COMMUNITY (NORMAL POOL TO HIGH WATER)- Engineering Date
SEDGE MEADOW COMMUNITY (NORMAL FOOL TO HIGH WATER)
UA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES QUA. BOTANICA Q QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES pptloo°oooaoo°0o
120 IRIS VERSICOLOR WILD IRIS BARE ROOT 12" O.C. PLANT IN GROUPS OF 20 80 IRIS VERSIC 80 IRIS VERSICOLOR WILD IRIS BARE ROOT 12" O.C. PLANT IN GROUPS OF 20 °°°°°t~~~ CARD~~°oo0 BO RUDBECKIA SUB. SWEET BLACK-EYED SUSAN 1 GALLON 12" O.C. PLANT IN GROUPS OF 20 0°°~~°°°°°~SS/ °°°°°2q
100 RUDBECKIA SUB. SWEET BLACK-EYED SUSAN 1 GALLON 12" O.C. PLANT IN GROUPS OF 20 BO RUDBECKU 120 CARER STRICTA TUSSOCK SEDGE BARE ROOT 12" O.C. PLANT IN GROUPS OF 20 100 CARER STRI 100 CAREX STRICTA TUSSOCK SEDGE BARE ROOT 12" O.C. PLANT W GROUPS OF 20 ~ OF ~N
160 )UNCUS EFFUSUS SOFT RUSH BARE R007 12" O.C. PLANT IN GROUPS OF 40 140 )UNCUS EF 140 JUNCUS EFFUSUS SOFT RUSH: BARE ROOT 12" O.C. PLANT IN GROUPS OF 20 n g°~~ SEAL 9{ °o 0 ° ;
SCREENING SHR 23484 a ;REEKING SHRUBS °
SCREENING SHRUBS
A. BOTANICAL NAME COMMON NAME. SIZE SPACING NOTES KEY QUA. BOTANICA KEY QU QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES °°o a~~'I~.~~°Q'~ o° P
1 F THERGILLA GARDENIi WITCH HAZEL 24" MIN. HT. 3' O:C. FGA 8 FOTHERGII FGA 6 0 IGL ]5 ILEXGLABP 8 FOTHERGILLA GARDENII WITCH HAZEL 24"MIN. HL 3' O.C. °000 ~C f Y D~ ~ °
IGL 13 ILEX GLABRA INKBERRY HOLLY 24 MIN. HT. 3 O.C. ]5 ILEX GLABRA ]NKBERRY HOLLY 24"MIN. HT. 3' O.C. °p0poo 0 0 °p0 6 ILEX VERTICILLATA WINTERBERRY HOLLY Z4"MIN. HT. 3' O.C. MIX OF MALE AND FEMALE PLANTS
IVE 14 ILEX VERTICILLATA WINTERBERRY HOLLY 24 MIN. HT. 3 O.C. MIX OF MALE AND FEMALE PLANTS IVE 6 ILEX VERTI( MCE 16 MYRICA CERIFERA WAX MYRTLE 24" MIN. HT. 3' O.C. MCE 15 MYRICA CE 15 MYRICA CERIFERA WAX MYRTLE 24"MIN. HT. 3' O.C.
PCA 24 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL 4'-5' HT. 8' O.C. PCA 17 PRUNUS C. 17 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL 4'-5' HT. 8' O.C.
~~b~
~4 REBAR 12" ~ #4 REBAR 12° O.G. EACH WAY z ~z° WAY
O.C. EACH WAY ,j N . O
N,H;; - O ? ~ p 1~ 10 ui 10'
r7 i/2 PREFORMED 24" 1/2" PREFORMED 24" M 24" M RCP II
JOINT FILLER, RCP JOINT FILLER, RCP 12' WIDE II 12° WIDE I V =
~.4'e U O i ~O
2000 PSF MIN. 8 ~ 2000 PSF MIN, 8 BEARING CAPACITY N Z BEARING CAPACITY ELEVATION EVATION N ~
BENEATH COLLAR SECTION ELEVATION BENEATH COLLAR SECTION TOP OF DAM 343.0 TOP OF DAM 334.0
ANTI-SEEP COLLAR ~ ~ ANTI-5EEP COLLAR Nrs 341,43 TOP SLAB "'s 332.67 TOP SLAB _
8 340.25 WEIR 331,60 WEIR
2 6° CIRCULAR OPENINGS , 3 a'xa' BOx RISER 0 0 339.50 ( ) 'S ` 3, ~ a'xa' BOX RISER 0 O 330.60 (2) 6" CiRCULA,R OPENINGS (5tAB-TOP) v o 329.00 v 1) 1.5" CIRCULAR OPENING
~ (SLAB-TOP) 0 0 338.00 0 1) 1,5° CIRCULAR OPENING - N MAL P L MAl
INV OUT = 334,00 ~ INV OUT = 325.00 l STEM STEkI SUPPORT
SUPPORT 1
98 LF 24" RCP ~ L02% 4" NRS GATE VALVE 53 LF 24°' RCP ~ 1.89% / 4" NRS GATE VALVE
I w/ PREFABRICATED ANTI-SEEP COLLAR w/ PREFABRICATED ANTI-SEEP COLLAR
) 1 ~ I I L
- ~I U c~--1, CLASS B STONE CUTOFF TRENCH 2' DEEP OR AS a CLASS B STONE CU' CUTOFF TRENCH Y DEEP OR AS DIRECTED 8Y GEDTECNNICAL ENgNEER
OUTLET OISSIPATOR DIRECTED BY GEOTECHNICAL ENCMEER OUTLET DISSIPATDR DIRECTED 14'W x 12'L'x 22"D 6'x6'x2' 3000 PSI CONCRETE 14'W x 12'L'x 22"D 6'x6'x2' 3000 PSI CON6RETE
d50=6„ d50=6..
BMP i SECTION ~MP~2 SECTION
i N.T.Q.
f~.T.S.
i
Date B Designer Scale 11 A 1-% No. Revision W & R 1" = 30' 1 REVISIONS PER TOC COMMENTS 8-09.07 RKL Sheet No. mom AP # #2 WITHER=
2 REVISIONS PER TOC COMMENTS 9.27.07 RKL Drawn By Date PARKRIDGE ESTATES PH. I Bmr #1 1 VC R"E
3 REVISIONS PER TOC COMMENTS 12.17-07 RKL RKL JUNE 14, 2007
4 FINAL APPROVAL 2-05-08 RKL Checked By Job No, DETAI LS ENGINEERS I PLANNERS I SURVEYORS 1 8 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
BDH 02060095.00 CARY WAKE COUNTY NORTH CAROLINA ET~

330 ~
3 C' \ 2S ~ ~ WETLAND DEPTH LEGEND `
326 -y
I High Marsh - 2317 sf (33,9%) - ~ ~ ~ ~ ~ Depth=0" - 9" ~ t' I t~ WETLAND DEPTH LEGEND
~ \ ~ , ~ High Marsh - 2396 sf (35.6%}
~ ,i `i ~ ~ + Low Morsh - 2380 sf (34,9%) y ~ + Depth 9" 18" ~ De ih=0" - 9" ~ ~ p
HZ~O~i _ I ~ ~ A _ + + Low Marsh - 2390 sf (35.5%)
~ ~ Forebays (ot pipes info pond). ~ ~ _ ~ i \ ! ~ ~ t 028 sf (15,1 ~ \ ~ Depih=9° - 18"
\ / ~ V~ I De th=36" \ ~ \ \ Forebays (ai pipes into pond);
~ ~ ~ r ~ Cv ~ ~ ~ ~ Micro Pool (at outlet, structure) ~ \ ~ ~ 956 sf (14,2%}
w~ ~ / / ~ ~ .r- 1096 sf (16,1 ' / ~ ~ ~ Depih=36"
I - p ~ i v; 1 - r~ i i ~ ~ Micro Pool (ai outlet structure)
~ ~ - , - 993 si (14,7%) Depih=36..
I ~ _
J / / / / 1 I ~ l \ ~ ~ ~ -
/
~ ~ A. I z~ / ; ~ . I ~ PCA ~ ~ , ~ ,
~ \ I . ~ ~ I .9-~ PCA
I ~ I ` III ~ ' ~ 1 III - ~ ~
/
N ~W ~~~I~oo ~ ~ ~ 13
I ~ i 1 pgJ J'y ~ Y ~ / ~ / f1
18
I I _i I C I l~ 11
~ ~ ~ ~ ~ ~ I ~ i I A
. I - ~ _ ~ III III ~ 3 ~A ~ i I ~ ~ 1 A6
1 ~ ~ ~ - - ~ ~ MCE ~ _ - - , ~ - - '
~ 1
~ I - ~ I
- l ~ ~ 19 - - ~ y _i / ~ , - ~ ~ 1C L
~ ~ - 9~ / ~ ~ ~ ,
F \ _ FGA 1 _ I
_ i - ~ i;:~~ 17
\ ` / /
- ~ I ~ ,.a. , ? . - ~
t ~
i
q.1
1 ° 3 ® WETLAND PLANTING NOTES: 1 _ 30°
1. TOP501L STRIPPED FROM SITE MAYBE USED FOR BEDDING MATERIAL, HOWEVER LOCAL
BMP #3 PLANT LIST SOILS AND ON SITE SOILS MAY NOT BE SUITABLE FOR WETLAND PLANTS. PRIOR TO BMP #4 PLAP INSTALLAT]ON OF BEDD]NG SOIL, LANDSCAPE CONTRACTOR SHALL SEND SOIL SAMPLES BMP #4 PLANT LIST
DEEP WATER EMERGENT COMMUNITY (9" DEPTH T018" DEPTH) FROM SELECTED SOURCE TO EITHER NCRS OR THE NC STATE AGRICULTURAL EXTENSION DEEP WATER EI1 JEEP WATER EMERGENT COMMUNITY (9" DEPTH T018" DEPTH)
FOR SOIL ANALYSIS. QUA. BOTANICAL NAME COMMON NAME SIZE SPACING 2. DO NOT PLANT AT OR NEAR RISER STRUCTURE DRAW DOWN DEVICES. QUA. BOTANIC QUA. BOTANICAL NAME COMMON NAME SIZE SPACING
3, SOILS USED WITHIN A STORM WATER BMP MUST ADHERE TO THE FOLLOWING
80 NELUMBO LUTEA AMERICAN LOTUS BARE R00T 3 O,C. REQUIREMENTS: 80 NELUMBC 80 NUPHAR LUTEA SPATTERDOCK BARE ROOT 3' O.C. 3.1. THE SOIL MIX MUST BE UMFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER 80 NUPHAR I BO NELUMBO LUTEA AMERICAN LOTUS BARE ROOT 3' O.C. 80 NUPHAR LUTEA SPATTERDOCK BARE ROOT 3' O.C.
80 NYMPHAEA SPP. WATER LILY BARE ROOT 3' O,C. SIMILAR MATERIAL GREATER THAN 2 INCHES. 80 NYMPHAE 80 NYMPHAEA SPP. WATER LILY BARE ROOT 3' O:C.
„ 3.2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY
SHALLOW WA?ER EMERGENT COMMUNITY (NORMAL POOL TO 9 DEPTH) SAND, WITH NO MORE THAN 10°/° CLAY (USDA 501LTEXTURAL CLAS5IFICATION). SHALLOW WA7 HALLOW WATER EMERGENT COMMUNITY (NORMAL POOL TO 9" DEPTH)
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING N07ES 3.3. A MINIMUM ORGANIC CONTENT OF 10°1° BY DRY WEIGHT FOR AREAS PLANTED WITH QUA. BOTANIC WOODY SPECIES AN D 5°~ FOR TURF AREAS. QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
450 LOBELIA CARDINALIS CARDINAL FLOWER BARE ROOT 12" O.C. PLANTED ALONG SHORELINE 3.4. THE pH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE pH FALLS OUTSIDE OF THIS RANGE, 450. LOBELIA { 450. LOBELIA CARDINALIS CARDINAL FLOWER. BARE R00T 12" O.C. PLANTED ALONG SHORELINE
500. SAURURUS CERNUUS LIZARD'S TAIL BARE ROOT 12" O.C. IT MAY BE MODIFIED WITH LIME TO INCREASE THE pH OR IRON SULFATE AND SULFUR 500 SAURURU 500 SAURURUS CERNUUS LIZARD'S TAIL BARE ROOT 12" O,C. ~~C 500. PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 12" O.C.
500 PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 12" O.C. TO LOWER THE pH. THE LIME OR IRON SULFATE MUST BE MIXED INFORMLY INTO THE 500. PONTEDE' 20 SCIRPUS PUNGENS THREE SQUARE BULRUSH 1 GAL. 2' O.C. GROUPED AROUND FES SOIL PRIOR TO USE.. 20 SCIRPUS P 20 SCIRPUS PUNGENS THREE SQUARE. BULRUSH, t GAL. 2' O.C. GROUPED AROUND FES T® OF GARY
250 ACORUS CALAMUS SWEET FLAG BARE R00T 12" O.C. 250 ACORUS 250 ACORUS CALAMUS SWEET FLAG BARE R007 t 2" O.C. PROJECT. 07-SB-009
300 SAGI7TARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 12" O.C. 300 SAGITTAR 300 SAGITTARIALATIFOLIA BROADLEAF ARROWHEAD BARER007 i2"O.C. Approved by~(~_ Date i2
Planning ~A~ Date
SEDGE MEADOW COMMUNITY (NORMAL POOL TO HIGH WATER) SEDGE MEAD01 Engineering SS Date ~ EDGEMEADOW COMMUNITY (NORMAL POOL TO HIGH WATER)
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES QUA, BOTANIC °p0000DD QUA, BOTANICAL NAME COMMON NAME SIZE -SPACING NOTES oo°oDN CAR D°°°o
75 IRIS VERSICOLOR WILD IRIS BARE ROOT 12" O.C. PLANT IN GROUPS OF 75 80 IRIS VERSA 150 RUDBECKIASUB. SWEET BLACK-EYED SUSAN 1 GALLON 12" O.C. PLANT IN GROUPS OF 30 100 RUDBECKI 80 IRIS VERSICOLOR WILDiRIS BARE ROOT 12" O.C. PLANT IN GROUPS OF 10 ooo°p~~ooooDOOOO°~~~°00°° 100 RUDBECKIA SUB. SWEET BLACK-EYED SUSAN- 1 GALLON 12" O.C. PLAN7IN GROUPS OF 20 0 ~,°°'~FESS~D~°~'S" °°o
100 CARER STRICTA TUSSOCK SEDGE BARE R007 12" O.C. PLANT IN GROUPS OF 20 120 CARER STI 120 CARER STRICTA TUSSOCK SEDGE BARE ROOT 12" O.C. PLANT IN GROUPS OF 20 o gQ~ 9~ °o e
175 JUNCUS EFFUSUS SOFT RUSH. BARE ROOT 12" O.C. PLANT IN GROUPS OF 25 160 JUNCUS EI 160 JUNCUS EFFUSUS SOFT RUSH BARE ROOT 12" O.C. PLANT IN GROUPS OF 40 d o SEAL
SCREENING SHRUBS SCREENING SHF GREENING SHRUBS p o 23484 0 4
~°°°°FNG I N~~~^°
QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES KEY QUA. BOTANIC QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES oo'Q,9 °00°° ° ,Q~- o°
120 FOTHERGILLA GARDENII WITCH HAZEL 24" MIN. HT. 3' O.C. FGA 11 F07HERG 100 ILEX GLABRA INKBERRY HOLLY 24"MIN. HT. 3' O.C. 1GL 10 ILEX GLAB 11 F07HERGILLA GARDENII WITCH HAZEL 24"MIN. HT. 3' O.C. °00 ~ EY p0C o00 10 ILEX GLABRA 1NKBERRY HOLLY 24" MIN. HT. 3' O.C. o0o D
150 ILEX VERTICILLATA WINTERBERRY HOLLY 24"MIN. HT. 3' O.C. MIX OF MALE AND FEMALE PLANTS IVE 13 ILEX VERTI 13 ILEX VERTICILLATA WINTERBERRY HOLLY 24" MIN. HT. 3' O.C. MIX OF MALE AND FEMALE PLANTS bV
150 MYRICA CERIFERA WAX MYRTLE 24"MIN. HT. 3' O.C. MCE 17 MYRICA C 17 MYRICA CERIFERA WAX MYRTLE 24" MIN. HL 3' O.C,
3 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL 4'•5' HT. 8' O.C. PCA 18 PRUNUS 18 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL 4'-5' HT: 8' O.C.
#4 REBAR 12° ~4 REBAR 12" AR 12"
O.C. EACH WAY O.C. EACH WAY w1 ]H WAY -
N ~ _ - p N a PT" 1D• p ~ O ~ 0~ o
~ I i/2" PREFORMED 24" M 1/2" PREFORMED 24" M 24" e M
JOINT FILLER, RCP JOINT FILLER, RCP 12" WIDE II 12" WIDE ' RCP II
a ~ U p N U ~ ~ O
2000 PSF MIN. E! ~ 2000 PSF MIN, S BEARING CAPACITY y BEARING CAPACITY
BENEATH COLLAR SECTION ELEVATION N - BENEATH COLLAR SECTION ELEVATION :LEVATION N ?
TOP ~ DAM 322.0 TOP OF DAM 338.0
ANTI-SEEP COLLAR ANTI-SEEP COLLAR "rs 320,67 TOP SLAB
336.67 TOP SLAB
8 319,50 WEIR ~ " 335,50 WEIR
Q 0 318.75 (2) 6 CIRCULAR OPENINGS ~ 4'X4' BOX RISER 1 4'X4' BOX RISER ~ ~ 334.50 (2) 6" CIRCULAR OPENINGS
(SLAB-TOP) v 317,00 v 1 1,5" CIRCULAR OPENING o A L ~ (SLAB-TOP) v o 333,00 v (1) 1,5" CIRCULAR OPENING
- N fEMAL L
INV OUT = 313,50 INV OUT = 329.5D \ STEM \STEM
SUPPORT SUPPORT
4" NRS GATE VALVE
93 LF 24" RCP ~ 0,54% / w/ PREFABRICATED ANTI-SEEP COLLAR 52 LF 24" RCP ®0.96% / 4" NRS GATE VALVE w/ PREFABRICATE ANTI-SEEP COLLAR
~ ~ l..) ~
~ 1~ ' ` J l.) , { ~ ( C~
CLASS B STONE CUTDFF TRENCH 2' DEEP oR AS 4' CLASS B STONE c 4, . CUTOFF TRENCH Y DEEP OR A5
OUTLET DISSIPATOR DIRECTED E!Y GEOTECHNICAL ENGNEER OUTLET DISSIPATOR DIRECTS t4'W x t2'L`x 22"D 6'x6'x2' 3000 PSI CONCRETE 14'W x 12'L'x 22"D DIRECTED BY GEOTECHNICAL ENGINEER 6'x6'x2' 3000 PSI CONCRETE
d50=6" d50=6°
BIB P ~ SE TI ~ C 0 BMP~4 SECTION
I.T.S.
_ ~a_-_ _ T~s=____-_-_-_--___.__- - - - J
L
No. Revision Date B Designer W&R Scale
30' 1 REVISIONS PER TOC COMMENTS 8-09.07 RKL Sheet
2 REVISIONS PER TOC COMMENTS 9.27.07 RKL Drawn By Date PARKRIDGE ESTATES • I BMP #3 AP #3 & #4 I ~ No, LS ENGINEERS I PLANNERS I SURVEYORS 19
3 REVISIONS PER TOC COMMENTS 1217-07 RKL RKL JEE , 2007
4 FINAL APPROVAL 2-05.08 RKL Checked By Job No. DETAI 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
BDH 02060095.00 CARY WAKE COUNTY NORTH CAROLINA DETA ii.