20081350 Ver 1_Site Plan_20080902

0
Q 0
~ o
z ~T a
0 0 m ~
~
~ SPENCE FARM ROAD
~
~ o
o w
z
a.
I/ICINII~Y ~IAP
(N. r s.)
~ 0
~ ~/~0 ~ ~ ~
WADE 000(~TY9 ~lORTH C
OWNER/DEVELOPER: JSG PROPERTIES PLC
~~C
402 E. Park Street, Apt. B
Cary, NC 27511
919 801-3641
Lonnie E Wood
1436 Piney Grove Wilbon Rd.
Holly Springs, NC 27540
919 796-3420
ROAD CROSS/NG /MPACT (SITE #7)
IMPACT TYPE AREA LINEAR FEET BEET
LOCATION (CH AND WL) (CH ONLY) Y)
#1 CH 392 sf gg GENERAL PROJECT NOTES
p g- 1 3 5 0 #1 JW 3,829 sf -
ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
#1 NB Z1 5,370 sf - SPECIFICATIONS OF WAKE COUNTY AND NCDOT,
Z2 3,181 sf
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL WAKE COUNTY
STEWART - PROCTOR TOTAL BUFFER IMPACT = 8,551 sf AND NCDOT STANDARDS AND SPECIFICATIONS.
,~/e111111111/j/, f
ENG/NEER/NG and SURVEY/NG >°~oQ.~N oagp4.,,~,
•.•~,•••F~ssi"•.y CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
319 CHAPANOKE ROAD .aQ° oti~f9 SPECIFICATIONS OF WAKE COUNTY AND NCDOT TO REFER TO DURING
: s SEaL CONSTRUCTION OF THE PROJECT,
SUITE 106 ' 34374 =
RALEIGH, NC 27603 ''•Fti CONTRACTOR SHALL VERIFY LOCATION •.orNt~ OF ALL EXISTING ABOVE AND BELOW
TEL. [phone] FAX [phone] GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND. COORDINATE
~ ''1 1 THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
D~I2(0~~~ v ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES 1
r SHALL BE IN ACCORDANCE WITH WAKE COUNTY SEDIMENT AND
EROSION CONTROL ORDINANCE.
4 7
Q To,
[PI 'Elk ~ c1<1! OggV7Y~~L
U``

1 ~1 ;
c STORM SEWER -PIPE CHART DISSIPATOR DESIGN
~ PIPE PIPE TYPE DRAIN 010 LENGTH SLOPE INVERT INVERT SIZE
f SIZE AARCA CFS FEET % IN OUT LENGTH WIDTH D50 LINING
I 30' PERIMETER BUILDING SETBACK FT FT p Q
U ,0 ® ~ A ~ A 18" HDPE 0,28 0.92 50 1,00 423,0 422.5 s.o a,s s" 2a" CLASS B ~
, ~ ® MEA URED 50' FRAM TOP-6ANK, W B Z B 3-42" RCP'S 127 100 50 2.00 409.5 408.5 25 t4 23" 36" CIASS 2 Z IT d
Almeno Horns Wolker I Cie HNorris - ~ `a+® OF ANNEL (~ACH.,4tD~) ~ Z U Georgia Estes Heirs % - PIN 0647-87-3989 ~ ; ~ Bernice Barber Jr ? ~ PIN 0647-78-6041 _ O a
PIN 0647-87-1909; ~ R-30 ~ - PIN 0647-88-9015 1rr°r® 1 Q R-30 i- ? 1 F~ R-30 r` , _ Vac n , , ; ' R-30 ? y, / - ~ J~ m
Vocant - ° t - - , ~ - ! ? ~ 25 TREE AND VEGETATION Vocant / Vocant 1 r- _ CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BASIN SIZE WEIR ~ ~
_ ~ PROTECTION ZONE ~ n ~ drrr err ~V--~_, BAS BASIN AREA (Ac.) Ac, REQUIRED REQUIRED PROVIDED L x W x D LENGTH w SPENCE FARM ROAD ~
- r I';J 42x' 236' - i ~ ® i CB 23'6 ; _ CB ~1 0,92 0.26 472 cf 1,218 cf 2,500 cf 25'x50'x3' 10' O ~
, , r / CB #2 0,26 0.26 472 cf 491 cf 1,024 cf 16'x32'x3' 10' ~ p
\ - - -~1 E- I I - r J - - .r®rr® ~ I' onald Joseph Stautzenberger CB 30' PERIMETER BUILDING SETBACK \ \ ~(R E' ~ 4 / r / I I 7, 00 SF ,,"J , ®I IN 0647-97-2971 / nberger C8 #3 0,58 0.50 908 cf 1,032 cf 2,116 cf 23'x46'x3' 10'
v~ 7,400 SF I I ~ / / i ~ ' ~1 ~ / ~ C8 #4 0,56 0,50 908 cf 1,010 cf 2,116 cf 23'x46'x3' 10' O
\ ~ / ~ % ' J t"-. r~ ,r• Residentiol CB Lonnie E d ~a c'6, . 9 rn I ~ ; r' r ~ _ ¦r. I j 'I C8 #5 1,08 0.95 1,725 cf 1,936 cf 3,968 cf 32'x62'x3' 10' Z a
PIN 0641-77- 61 ~~v ~ I ~ 0 ~ , ~ % ~ t I ? . ,
R-30 7,400 SF ;~v vv I I 2$,000 §f r ~ % "J~ / I I rAorrr•® 20 ~ . INSP \28,000 sf i / ~ ~ % ~ I u ~ d 'i Vacant + ~ \ I I ~ / , / ~ 1 I ~ I - ~ ® % 'i BAS _ - INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
~ ~ ' - ' I I / 7,a001SF i - - r/ - _ ~,r r ~ r/ ~r i DEPTH WILL IN~LUDECIE FREEBOARD EDED I /~~In I' TV ^ n
° 20 ~ N , s ~ ~ , - r r ALL ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED V 11~VN !r 1S,~IV/ I""
30,DQ0 sf \ \ , , A .SE ~ r d ."r, /ir / r nr I d r / ~ \ ~ WF~ & ~ r` n r r r ~J ~ INTO INTO AN EROSION CONTROL DEVICE
r - Tfmoth M Brown
~ l ~.\Y` I"'~~, ~ I ~ , l 'ice,'/ / 5 y `~~,~i ~ j ~ gCS ~ ~ 214' ~ d ~ gills' J PIN 0647-87-9673 FABRIC CHANNEL DESIGN D-2 FABRIC RSA ONA~L MEAT OD _1 FABRIC RATIONAL METHOD
k ' 1 1 ~ ~ d; , _ COUNTER' I ~ '2 i 59,985 sf r,- t 1~ 1 ~ ~ Residential T^, INTO EAR : COUNTERS NK INTO uE D.A. = 1,6 ACRES C NT RSUNK INTO E D.A. = 1,5 ACRES
P J I , 1; t j 1 ~~ccR~ r - ,i I / t/ J i 1 kV 1 ; ' ~ 1 I / ~ ~ 7,460 SF ~ 1 • I i' J' 3u INTO EARTH Q25 = 5,77 CFS INTO EARTH Q25 = 5.41 CFS °~1 9 0' T1W~ USE MANNINGS E0, = ku 9 0' USE MANNINGS EO. •
_1.-- , ,-`1 ,i r; ,,~i 1 ' ~ 0J I III • _ ~ crk~ ' I 4 - r l t / r,~ ~k 1 1 % ~I~~ ? ~ , I . CHANNEL DESIt~d D 3 ~ 1; ~1; „~3:11N = ,035 ~,1 ,~3:t;N = 035
Ito , ~ / I r t ,t~~pb ~ 1 ~ 1 i FABRIC RATIONAL METHOD r~x~u . - 7,aoo sF / / I / ~ ? ~Q ; , 1 T S NK INTO _ _y ri ~ E_i ~E ink'= • EE3 ~~E ;,~xu ~"xw~ SIDE SLOPE = 3:1 ha,k~s SIDE SLOPE = 3:1 _e r E23 ~E:3 ,i ~~e:3
! r' r ~ f,~~ ? , ~ ~ D,A. - 3.1 ACRES ~xr~u •I r t - ~ ~ 1 ? ~ ~ ® ~ INTO EARTH _ _Bnu~E? r ax eKa k i ; EU1N~'" ,rte P~ 1 ?iQ~d~' i firta 025 - 10.44 CFS s r; ~ex;~ku E,xu~ma CHANNEL SLOPE = 1.0% Es~Kaxg akw~;a CHANNEL SLOPE = 6.0! E E., EE_ , ~ ece ~ E LEGEND r~~_xrtk I b ' ,E_3'w - _ _ - ~"xmx~4DEPTH = 0.33 V25 = 4.19 FPS u ' "Eu~R~_s DEPTH - 0.55 V25 2,28 FPS ink-x" _ , . „
r.-'~ r I ARE / • PR ~ ? ~ nk,. ' 'FUSE MANNINGS EQ, ,~Ex,nku, ;;~'wlb y ,I II",11111'-„' ~ E 3 rt°3 E°3 = ~_a'3 ' ~ :'b 3',°: F= E:'"`" T=YDS 62.4 0.33 0.06 = 1,24 PSF .~xnku -kw~ . 3 x, x;x xux~1 T-YDS 62.4 0,55)0,01 0.34 PSF -_~rtxu ,~x;. ~ ~ k°~dxu~~~~ )
l r VP ~ ~ r I 3:1 ~3,1tN = ,035 - Connie R Draughon T "`"r /l / _ f,' • ie p ~ t r I ® / , ~x~.; ha,xws SIDE SLOPE = 3:1 OTEX' ' T(ENKA MAT =2.0 PSF E" `~""`3" F`°' T(ENKA MAT =2,0 PSF '
PIN o6a7-77-5596 ~ I ~ ,;~,.r", - .i 1-i? ~ 1, t' i ~ ~ ~ _yx,r~ku ,~x~_~~m~ CHANNEL SLOPE = 1A9 , PERMANENT COMMON . ...c=;~u,,E , R-30 \ r,' ' .s o*-= , ~ « i n~~~xR, ,~e~,~xa,x,s DEPTH = 0.74 V25 = 2,69 FPS OR WAS OTEXTILE FABRIC SEED AND STRAW FOR STABILIZATION OTEXTILE FABRIC USE ENKA MATTING LINER PIPE A STORM SEWER PIPE OR WASHED STONE LENGTH = 290' OR WASHED STONE LENGTH = 40'
Residential ~ a! l ,'i`'' _ _ J OPEN SPACE TO`• ~ ~ yy,~7x_ _ o .~r== E-_ ~Ec3 UNDERL' k„ x x~,xrxu~x~~ SF UNDERLINER BENEATH GRASS UNDERLINER BENEATH GRASS DIVERSION DITCH
l` I t'-'~ '4':~\ PRE ERVE NATURAL A ' ni I .-b E_a , _ , T=YDS 62.4 0,74)0,01 = 0,46 PSF ~ ti . f -may, \ , ~ Da a Scott Peterson - ' ' ~ ' ~ ' T ENKA MAT =2,0 PSF <I ; , / 110. 5 AC ~ , ~ ~ DB 11oos Pc 1x77 ~
~ r CB d - x 1` r ~ R-30 OTEXTILE FABRIC USE TEMP. MATTING SPOIL ~ - at ~ ? ' ' 'I / 1 ~`~_-.r~ tp OR WASHED STONE LENGTH = 90' -s~- SILT FENCE
` AREA ~ 1 t ~ 11 ; Vocant UNDERLINER BEN ATH GRA VAR. , i i 1 1 , , 110 E SS PAVEMEN VAR. B' g' g' i ^ ~ P PAVEMENT OULDER ~ -EY- ENKA MATTING
~ al's ~®ei~._.4 1 1y SA / t 1 ® ~ i WIDTH ~ fl O 1 e 117,• 1 11 0 N1DTH pTH
vim. r~ 2 _ Ti / 1 1 . # _ ~ > ~ ~ 5~ 1 t/4"/FT . xti I 0 0 0 0 0
~ *tie~ P s o 000 GRAVEL CONSTRUC110N ENTRANCE -2,08% +8% ~
r ~ ~e 1 0 E 1 1 1 / / e , i ~ ~ ~~~F; i 1 1 I ~ ~ ~ J -oR8.33% ~ o ~0 CUSTOM BASIN
, ? ylP I ` 1 I ~ -189,' t"/FT ~Z a p~
er PIPE5~6 ~ 1 ~ ~pG j I III I ~ ' i - ~ 3-~2" RCP'S aoo+ ,~P ~ 'til I I l S~ I ~
i ~ ~ '+N`E+EA~ ~ 'to I 1 *E SHOULD' . ~ i, ~ ¦rrrerrrr ~ I i LIMITS OF DISTURBANCE SHOULDER SECTION
, e' E~ . 1 ~ 1 i \ I ~ a. SEw~,R \ 1 I ICI ~ DISSIPATOR PAD
1 L-, T 16 I I P ~ 1 SA , I 1 DRIVEWAY TURNOUT GRADES
rrr ~ - ~ , i 1 C~WETLAND IMPACT AREA _ 0 pl l 1 , R/W CL 35,
Lisa M Wood B I ' . HEATER UTILITIES INC 'ti I 1 Christopher C Whitoker INTERIOR ® # _ 4 BUFFER AREA (ZONE 1) PIN 0647-77-6225 ~ i ATER UTILITIES INC--__-- _ I se PIN 0647-67-7205
- ! P 4 - -1 _ PIN 0647-87-3284 ; 9; I ~ R- 0 R-3o IN o6 7 87 253 R-30 ';1 3 EXTERIOR BUFFER AREA ZONE 2 r_ I ( ) 8" A8C
\'Residentiol ~ `.i - B R-30 )WELL SITE 1 \ esidential - I WELL SITE i 0 \ ? , 2" SF9.SA SUPERPAVE ASPNAIT SECTION A-A
, , - /
SITE DATA -TOTAL SYMMETRICAL CUL-DE-SAC
~ I 7 . ....k ~Q 1 p I - 5a 't ~ 1 I A IE~, 4CT (SITE #1) WITH No cuRes ND GUTTER -TOTAL TRACT SIZE =28,66 ACRES
` 111 / 144 126, ~ ~ / ' ~&st-~.a~. EASE ZONE 1 AND ZONE 2 WETLANDS IMP,
- / 1 ----161=----, i t'---='18&'~-=--~.-- -''"I n`-ti.~ / Poul Ro Julian 1 LANDS IMPACT -TOTAL TRACT SIZE = 1,248,429 'SF '
' TR A T T i ` t It i t r ~ 1 PIN 06 -87-707 f ® 1 d 25 EE ND VEGJ: A ION 1 t 1 - N0. LOTS = 20
1 a 1 I I ~ I j R-30 III 1 1 1 ,PROTECTION ZONE 1 +e •3 7,aaa 5F 1 1 ~ I I I ~ 1 ~ ? d I , r ~ ~ t i / 1 1 Reside wl j -OPEN SPACE = 10.65 AC.
~ 1 ~ 1 1 1 I ~ I i 1 1 0 ~ ® f I -REQUIRED OPEN SPACE = 2.87 AC.
t - ~y~, 1 i,~., I I,' t~ 1 1 ~ 1 ' ' 7,aoo SF I; 7,aoo s I ~ I III 1 I I , t ® ~ ~ -PERCENT OPEN SPACE = 37~
~ ~.r--~ ~&792 sf r ~ r ' -AVERAGE LOT SIZE = 0.80 ACRES
'~Gre ory J Stuchel ~ 1 1'-~ ~ t ( 1 i N I', I , ~i' F'' 1 1 ® ' • PIN 0647-76-6938 , Z -`^$®,46$~'sf t ' I I I r 'A I
1 ~ ~ i '31,3 sf i ,,p ~ ~ ~ ~ R-30 1 0 1 1 1 i I'rr ~ e 1 1 'r~ "1.~ f 1~ j i RO~~ -LINEAR FEET OF STREET = 1,825. ~p"° - ~ -AREA OF STREETS = 2.1 Ac.
Residential 7,400 SF 1 1 +B'!s'.~`' 1128,329 9f ~ I I I i 1 itl i 1 1 0 ~ ~,pNO v 1 ~ .a 1' _ 1' It 1 ~I Ii ' 1 O '48 1~, '~.I I VOIUME ~ ~ I / 1 t J ~ - TR ~ 1 1
' ~ _ '~t ` t r, I CON OL 1 ~ 1 PIPE B ' 1'. ~ 1 PACs _ _ .1 0' t 1 I' I .pEVICE 1 1 E PIPE B ~ PAST 1 ' PIN 0647-87-2506
~ , l r" 1 I ' I ~ 3-4 "RCP' ~ ~ - - ,Y 1 1 i 1 7,aoO.SF~ 1 t ~ " CB #5~`'~ ' ~ ~ 1 Will m D Fo er 2 S .,Kv @er~ 3-42 RCP S 1 ~ i N _204'' 1 ~ 1 t ~t ~ ~ 1 , ~ _ W/HEAD ~ Ir®.. W/HEAD 1 . ~ S , v~ t o,~ t PIN 0647-86-0880
- , ` '1 1 ~ .1, . , ~ 1 PIN 0647 6 7911 , ~ - 2~' ° ~ t
1 ~ 1 1 I 1 Re dentiol 1 1 ` 1 - -MIN LOT SIZE ALLOWED = 12 000 SF ~ ' -r ~.--~35' 6' ~ R"" -MIN LOT WIDTH ALLOWED = 60'
~ 1 ~ ~ 1 ~ 1 1 ----y~ 1 " ~ \28,036 sf 1 ~ ;1 ~ 1 1 1 ,r 1 ~ 5 / ~ I I to i 1 1 ` \ ? \ y0 .06 < d 1 rrrrrr I rrr+rr I
` Christopher T Bryont 28,000 sf ® ® ~ x T\ ''a „r ~ d 1 ~ I i+ I ."~„h ti1 -ESTIMATED DISTURBED AREA = 4,0 AC
' ~ oh 1 t t+ PIN 0647-76-6852 J 1 ~ / ~ ~ d ~ I ~ I ~ + 8" A8C , ~ ' 2" SF9,5A SUPERPAVE ASPHALT
Residential W 1" ® ~ ~ ~ , ,ti I 8 d r I ~ SECTION A-A I
' , 6 ~ 3a ~ ,O d ® -,,ir ® , ~ a~ , ®'y? I Oovid Wi iom Boitnott
' , ~ r~ r ;t '~I r PIN OB -88-7715 SYMMETRICAL CUL-DE-SAC NOTES: 7-~ ~ WITH No CURB AND GUTTER -PRESENT LAND USE IS WOODED AND FALLOW,
W 4-' ~ of ~ ~ , 7,x00 SF, ' r / \ ~ , ,l esidentiaP® NTS -STREETS WILL HAVE A 50' R/W,
i' 28,000 sfir /r ) / , i ~ O - ALL CUL-DE-SACS WILL HAVE A 50' RADIUS
e 7 aoo sF / ' ` , t,. 1 ~0~ PERIMETER BUILDING SETBAGI(_._- , by / / ~ / ~ \ ~ ~ , t / ,a,- ~ , ,,adOS IMPACT TYPE AREA LINEAR ~ ~ . , LINEAR FEET -ALL RADII AT STREET INTERSECTIONS ARE 25'
~ ; r ~ ~ ~ ~ 1 t CH AND WL N
- ~ ~ " ) ~ LOCATION C «,~~•-----28,000 sf lr I ~ ~ ' `J i 'I i , ~ ~ (CN ONLY) -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAI >LINA w DEPARTMENT OF TRANSPORTATION STANDARD5
t,, / . n ~ II " osept~ Cooke 3' - ! ~ I ~ l ~ , i O 1 BI PIN 047-$6-7613 _ ~ 1 CH 392 sf 9 i -WATER SYSTEM WILL CONSIST OF A COMMUNITY WATERSYSTEM FROM HOPSON DOWNS
- ~ r / f ~ 1 - t 8 214, ? .28,000 s 1 N R 30 / 1` 1 i i 98 . i -SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. TAPER -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
i ! r ~ 7,4D0 SF ~ 1 Gd 1 Res d~t of ? ~ , ~ ~ ~ ~ 1 JW 3 829 sf - - r . I 1 , - SIGHT ~i~ s"TM°ui°Rie7 WITH DURING CONSTRUCTION
I JefferySKimbei ~ ^~i I I W ~ 111; 1 PIN 0647-76-6569 rv _~V- 1 I 47' u I I i 1 - TRIANC~ -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
_ ~ ~ 1 NB Z1 5,370 sf ..+~~~~u~i~pq~ R 10 3aoo' DURING CONSTRUCTION '~~~~Q~(41CA1~p~~~i~~ - - R -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
Residentiol 7. 00 5F Q I I I n,l ~ 1 " ~ 1 I ~ I t I I ~ ~ Z2 3,181 sf { 28, 00 sf I i 26,000 sf 7,aoa Sf' I / / 70 Rs 30' ` TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
, - t i ` - , _ ; I , ~ TOTAL BUFFER IMPACT - 8,551 sf ------L-------'--------~ 1 ; J _ ~ ~ , °`~1Q•~~FE33Ip ••~1y~'•» sTOP--~ ,y ~ ~ - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
' I - ~ / Sus L n F ncois ---------275 I `-3 - ` ' PIN 47 86- 409 '4~ SEAL ~ = SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
I ~ I ~ ~ ~ - 1 R-30 `,.a I, :L'~~~. I ~ ~ / Residentiol s 34374 ~ - _ EXlSTlN~ ROAD -CONTOUR INTERVAL IS 2'
7,4 ' SF ~ 1 ~ I ~ r ~ i ~ ~ ~ ~ TOTA - • o L DENUD D AR A 4 E AR E ,0 C ' -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS %~'~FHq ~Q••'• ~ ~ DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
w I ~,..t, 20 ,aoo sF ~ 4 a • 28,1 3 sf' I p I I , r• ~ , RECOMMENDED ROAD CONNECTION CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
'ADDITIONAL ` ~ ~ ~ ~ , v' '"R W DED12A~lON 250' ~ '~,308'I ' g`~~ ~9' ~ E' STOP CONDITION -SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
o / 0 1 ' % J BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
~ ~/Zlv a~ - NO LOT SHALL HAVE DIRECT DRIVEWAY ACCESS TO SR 1112.
- ~ NO DETERMINATION HAS BEEN MADE AS TO - RECREATION ORDINANCE TO BE MET VIA FEE IN LIEU, 50' RIGHT of war - 1 FLOOD STUDY WILL BE REQUIRED FOR ROAD CONSTRUCTION
- I'__ THE EXISTENCE OF THE FOLLOWING. - r-- - 1 a' 20' P CVEMENT s' s' -THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
c -«~o~ " ~ _ -WETLANDS SR 1112 PUBLIC 6 W ; SPENCE FARM ROAD.~~;_~,`, - _ KS to' to' OF THE OPEN SPACES IN THIS DEVELOPMENT.
° ' ~ ~ ~ - - -UNDERGROUND UTILITIES 5, .,~_,_,~4"PERS. " sFS.5A -PROTECTED TREES WILL BE LOCATED AT TIME OF CONSTRUCTION PLANS
, T T , 25' X 50 GRAVEL ! ; . - . - r, 30 PERIME ER BUILDING SE 6ACK ~ ti ' CEMETERIES OR BURIAL GROUNDS "P~fT~ 2'•1 AND AVOIDED OR REPLACED.
' ' GbNSTRUCTION ENTRANCE ~ "D 1 CORNER SIDE - 5 - -HAZARDOUS WASTE DE - 15 ~~P~. ABC >~P~' -THERE SHALL BE RESERVED 10' STRIP ALONG ALL LOT LINES FOR THE
j y, REAR 15 2• CUT INSTALLATION OF UTILITIES AND SERVICES
' ~ , ,aoo SF NOTES THE MAXIMUM IMPERVIOUS PER LOT SIDE - 5 FILL RESIDENTIAL STREETS -THE TOWN FUQUAY-VARINA WILL HAVE THE RIGHT TO INSTALL FUTURE.
SEWERLINES WITHIN ALL PCO5. tHIS WILL BE GRANTED IN THE RESTRICTIVE COVENANTS.
NOTE: THE TOTAL PROJECT INCLUDING LOTS WILL NOT EXCEED 15 ~ IMPERVIOUS SURFAC . E TYPICAL CROSS SECTION
IMPERVIOUS COVERAGE WILL BE LIMITED TO 7,400 SF PER LOT. NTS
NOTE: IMPERVIOUS SURFACE LIMIT TO BE STRINGENTLY ENFORCED INTO PERPETUITY,
HATCH AREA DENOTES FLOOD HAZARD SOIL DEVELOPER AS ADJUSTED WITH TOPO AND REPORT FROM SEC
JSG Properties LLC LLC
PIN 0647-87-2506 N(}TE: 100 50 100 200 2506 STEWART-PROCTOR, PLLC DWQ PLAN FOR
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN ~ THE BUILDER 402 E, Park Street, A t, > P itreet, Apt, B ENGINEERING and SURVEYING
MAY NEED TO OBTAIN A FLOOD HA7_ARD AREA USE PERMIT FROM WAKE COUNTY C'nrv Alr` 77511
ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR _ BUILDING SETBACKS SCALE 1"- 100 D 319 CHAPANOKE ROAD SUITE 106 ' /
919 801-3641 (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. RALEIGH, 779-1855 3
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE WAKE COUNTY R-30 Lonnie E Wood AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT PIN 0647-86-0880 0880 FAX [phone] A CLUSTER DEVELOPMENT
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY FRONT 30' 1436 Piney Grove Wilbon Rd ,ve Wilbon Rd. DATE 08-01-08 SURVEYED BY TAX MAP JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
PRELIMINARY PLAT. y NOT FOR RECORDATION COUNTY WAKE GOUN AND/OR F.E.M.A. SIDE 10 Holly Springs, NC 27540 JC 27540 SCALE 1"=100' DRAWN BY MLS WAKE COUNTY OWNER ro er ies
REAR 30' SALES OR CONVEYANCES. 919 796-3420 DWG, N0, Lonna: E Wood
0647-87
REVISIONS ZONED R-30 P.I.N. -0880 0647-86-0880
- -

b
50' TARER
T lus~ Hia%v~ w l TRIANGL 7 ,S'jj' - \ E SNEE =t3 3o ao' L- T 5 FOR ALL wAtEr,
rt _ ~ ,o - . _ R 50 PU ALL WATERLINE TO BE PLACED 3' OFF OF PAVEMENL
3 BLIC R W R= 30'
STOP----''~ I 94
~ ~ 6" X 6" TEE > c~
~,i 2 W/BLOCKING
EXISTING ROAD 1g / I
i gy a `A 'S
RECOMMENDED ROAD CONNECTION 9',, T T ~ ~ q3 00 0 14 ~ s.~ / S OP CONDI ION i 00 ~ pV
i / o° N?
9 i L
/ 0 ~ ~ i o R ~~0,5~
50' RIGHT OF WAY ~ , V~ S qq~TS.oo „ Q Op s.oo
/ ,p ~ , 20' PAVEMENT 2 BLOWOFF gO ~ 8' 6 6' ~ ~ / CL INTERSECTION < 0 ~ R` END OF CUL DE SAC ' 5 STA. 15+47,85
CL g W/BLOCKING q Qv ~ ~ L-2 STA. 10+00 AND h ~J ° 10 10 r
" f~ ~ ~ ~ L-1 STA, 13+75.21 ~ s s G o r. ~ o rya FT. SF9.5A
~ Ft. PFR p .1 Y ~ X ~ p P~ ~`r„ t, Z. ~ , ~ ~ F 5
P'h ~ •1 ~P 6~ x0j ~ i~ ~ i ~ 8 ABC CUT ~ o - h ~ ~O\ ~ \
C 1 Q FILL 18
k 19 PI STA, ?3+28.49 L-1 RESIDENTIAL STREETS ~ s~ ~ = 60 59 32 ~F~iOF ~ \ STORM SEWER -PIPE CHART DISSIPATOR DESIGN
~°~~.sr '`~o R = 300.00' ~ PIPE TYPE DRAIN 010 LENGTH SLOPE INVERT INVERT SIZE 2" BIOWOFF \ SIZE AAGA CFS FEET % IN OUT LENGTH WIDTH D50 IINiNG
TYPE A RO S TI quo ~ 0 _ ~ 2" BIOWOFF C L C 5S EC ON 0 0 176,69 W/BLOCKING W/BLOCKING FT FT
NTS 0 0 L = 319,35' 0
0'0 0 0 97 0 A 1$" HDPE 0.28 0.92 50 1.00 423.0 422,5 9.0 4,5 6" 24" Ct.ASS B ~ \ B 3-42" RCP'S 127 100 50 2.00 409,5 408,5 25 14 23" 36" CLASS 2
fD M CL INTERSECTION ~ s ZQ
L-1 STA. 10+00 AND
SPENCE FARM ROAD CB #5
°1
~l .4 r P CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BASIN SIZE WEIR
PLAN i/lEW FOR L-7 25 X 50 GRAVEL BASIN AREA (Ac,) Ac. REQUIRED REQUIRED PROVIDED L x W x D LENGTH
~ CONSTRUCTION ENTRANCE t: g CB #1 0,92 0.26 472 cf 1,218 cf 2,500 cf 25'x50'x3' 90'
Ag CB #2 0,26 0.26 472 cf 491 cf 1,024 cf 16'x32'x3' 10'
~ C C {~y1 P / 1` V CB #3 0,58 0,50 908 cf 1,032 cf 2,116 cf 23'x46`x3` 10° CB #4 0,56 0.50 908 cf 1,010 cf 2,116 cf 23'x46'x3' 10'
4,4 CB #5 1,08 0,95 1,725 cf 1,936 cf 3,968 cf 32'x62'x3' 10'
60 ~o .
n ,~y INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
~ G I r BASINS ARE TO BE CLEANED AS NEEDED
' 20' 1 ~ ~G DEPTH WILL INCLUDE 1' FREEBOARD
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE
CL RAW 35' 6'
~~pFa .1 CHANNEL DESIGN D-1
Pt 1 ~p'F FABRIC RATIONAL METHOD
8" A8C 440 2" SF9.5A SUPERPAVE ASPHALT - 440 COUNT RSUNK INTO y D.A, = 1.5 ACRES INTO EARTH 025 = 5,41 CFS
----------1 - _--1-_---__--_---__.-..1--.- --_--__-..----J--- 1•_ _ ___-__J_- ~__--___-__--___--_--i_- SECTION A-A
438 ~------------------'--------------------i--------- a-- , -"'_~°USE MANNINGS E0. ' 438 ;aaN~ 9 0 v ' N = .035 3"~~ SIDE SLOPE = 3:1
z i____-_-._----__-__-_~.--._-__-____--_---_!___..--_____--.-.-- ~ - Q_r_----~--__--___---__-_--- ~ ---------------f-.-__---___--_--__-~-_---__- ' 3:1'
YMM TRI A U - - N S E C L C L DE SAC ~ o,~ 436 ' WITH NO CURB AND GUTTER o -----------------ir,------ 43s CHANNEL SLOPE = 6.0%
+ NTS r---------- r-- ----r-------~ c~,hN r------------- r-- ~ , -L~~ - ~ ~=v~~l EPTH = 0 33' 25 - 9 F°S ~ - D V - 4.1 C:: C: C V UUU ~ IL__UU4 C.,'000L:_t
' w _~__-__-_-_.---_--__--r- r-__---_ Qa--_-~_-__--_ -_r___________________; _n 434 --------~-------------------r- d , b 3 ' a , t-~ r.: r:.,, T=YDS 62,4 0.33)0,06 = 1,24 PSF -----------------r----------a------ a34 T(ENKA MAT =2,0 PSF
W f" I- I~ -w. v
4 3 - - r-•-----------------~-------~ N-•-~-~-------------------~-------------------«-- 2 il~ , GEOTEXTILE FABRIC USE ENKA MATTING LINER. ----------------------------a------ 432 OR WASHED STONE LENGTH = 40'
~ ~ 3 U JJ W UNDERLINER BENEATH GRASS
' 0• I ~ ~ i ' 430 - o ~ ~ ~ ©~M- 430
I , ~ --~r:---- 3dn"~-
o GV ~ ~E(T.' C P ' 428 zaa:-----------~-------------------~-- - - -a-------------------~--- - - o I I ~ 4 MIM1(; - - - ~u+iat- 428
~ \ +-o~'~'-- -------------~----------DOVER-;----------- o --°---~-------•--Z h J
w q 426 ~~~.-~---------~----------------2~,,BlOWOFF-. - ---------~---p ~ 426 LEGEND
~a ~a W'BLOCKING - - s. Mh ~rw tl ~ -__-..---.i-------------------~_---._------_-_--__-t-_-__-__-._-__.____1_-__-_-_--_ --_---Q]2- _-_._.._-._----_-1-__-__.-- _--__-.-_J-_-__-_..--_.-.-.---1. - --L n ~ V j~V
a 424 Z ~-~~--------~--•----------------~r--------------•----~------------------.~.------------------~----'------ - H2D-----------~--------- ~--------------•-----L-- 424
J (n W P'P a STORM SEWER PIPE
422 422 DIVERSION DITCH
I ~ ------------------ry-.-_.__---_-------_-r_----_--__--._____-r--_- ____-...-1-___-___--_ -------------------r-------------------'r-----------------'- --._r---------------- -
i i iWC~ i t 420 r-°---° r-'°-'-°-------°r°--- - r------°-- r---"-------- rfl! r-'-_.'• r'---------- r- r- 420 SILT FENCE
R/W ~ ~ ~ '~Y CL -------------------r-••--------------
J 418 -d-- ENKA MATTING --------------------2"-BLOWOF6- 418
r-------------------r-------------------~---------------__-- --------Tx ' PEp R, ~ 2 . ---r----- .L 3---- ~-------------------r-- - --------rip r ' _ W/BLOCKING o00 o GRAVEL CONSTRUC710N ENTRANCE
lt~P r---------------- 8" ABC I~ 416 - -
2" SF9,dA SUPERPAVE ASPHALT 416 00000
e ' ` SECTION A-A - ~ CUSTOM BASIN
~i 414 - -----------------y------------------ 414
- - ------••-a- a. - la SYMMETRICAL CUL-DE-SAC ®e. LIMITS OF DISTURBANCE
WITH N0 CURB AND GUTTER 412 - - - 412 DISSIPATOR PAD
---a--------------------~-- ' NTS k DATUM ELEV
410.00
N nN ~N ~ NN ~N ~N ~N nN ''N MN
a~ ~i,; aN rM,: cvpp• oro ~~o r~ Na 17 M1M MMf M MM ~N fr7N NN NN NN NN 17N In
d' eta eta eta eta eta eta eta as Ca eta NN 7<
10+00 11+00 12+00 13+00 14+00 15+0 15+00
VAR. 8' 8' S'
PAVEMENT HOULDER WIDTH DTH
25~' ~ 1/4"/FT x '~'veeeemtelej® e
DR PROFILE VIEW FOR L - 7 -ZOS% ~8% +16 e~°,Q,.~Mi CA1~0/~'
t1 O~~S$/~' y,9 s,,ea, 0• ••,e,aeeh ®ss~e
-8,33% -18~ OR • ~Q ~ e s
1"/FT `yg9 c is SEAL 'r's, 34374.. ;
SWOULDER SECTION
~~?~q~~~'QIN'~~'®~~~ R% ~ 01lee ®
DRIVEWAY TURNOUT GRADES
' 'ee ee G
8~8 ~~8
V P R DE ELO E
JSG Pro erties LLC P .C SXEET 4
PIN 0647-87-2506 06 STEWART-PROCTOR, PLC ROADWAY PLANS FQR
402 E, Park Street, A t. B P eet, Apt. B / I ENGINEERING and SURVEYING A J C") Tl / I ®!1 /°"16'1
Grv I~If 77511
. p, -I 1-~ D 319 CHAPANOKE ROAD SUITE 106 ' V
919 801-3641
Lonnie E Wood 50 25 54 100 PIN 0647-86-0880 TEL. RALEIGH, 919 779-1855 3 80 FAX [phone] A CLUSTER DEVELOPMENT'
1436 Piney Grove Wilbon Rd. Wilbon Rd. DATE 08-01-08 SURVEYED BY TAX MAP JOB HOLLY SPRINGSTOWNSHIP NORTH CAROLINA
SCALE 1"= 50 Holly Springs, NC 27540 27540 SCALE 1"=50' DRAWN BY MLS WAKE COUNTY OWNER JSG Pro? ies LLC
919 796-3420 DWG, N0. Lonnie E Wood
REVISIONS ZONED R-30 P.I,N 0647-87-2506 0647-86-0880

CUSTOM DRAINAGE DENUDED AREA S70RAGE SURFACE AREA STORAGE BASIN SIZE WEIR
BASIN AREA (Ac.) Ac. REQUIRED REQUIRED PROVIDED L x W x D LENGTH
w CB ~1 0.92 0.26 472 cf 1,218 cf 2,500 cf 25'x50'x3' 10'
CB #2 0.26 0.26 472 cf 491 cf 1,024 cf 16'x32'x3' 10'
TAPER TEMPORARY MATTING SCHEDULE CB ~3 0.58 0.50 908 cf 1,032 cf 2,116 cf 23'x46'x3' 10' CB ~4 0.56 0.50 908 cf 1,010 cf 2,116 cf 23'x46'x3' 10' '
TRIANGLE STA. 19+06 LEFT SIDE L-2 30,00' TO STA. 17+22 INV. PIPE B CB ~5 1.08 0.95 1,725 cf 1,936 cf 3,968 cf 32'x62'x3' 10'
4 7~.~.. 0 R= 30' INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
STOP----''a_ BASINS ARE TO BE CLEANED AS NEEDED
DEPTH WILL INCLUDE 1' FREEBOARD
STORM SEWER - ~ PIPE CHART DISSIPATOR DESIGN ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
PIPE TYPE DRAIN Q10 LENGTH INVERT INVERT SIZE EXISTING ROAD SLOPE INTO AN EROSION CONTROL DEVICE
_ _ _ _ SIZE AREA CFS FEET IN OUT LENGTH WIDTH D50 Ac ~ LINING FT FT
RECOMMENDED ROAD CONNECTION
„ STOP CONDITION A 18 HDPE 0,28 0,92 50 1,00 423.0 422,5 9.0 4,5 6" 24" CLASS B
B 3-42" RCP'S 127 100 50 409. 4 14 2.00 5 OS 5 25 23 36" CLASS 2 S1l` SF / ALL WATERLINE TO 8E PLACED 3' OfF Of PAVEMENT
, C-3 v F ' J LEGEND .F ~
50 RIGHT OF WAY - ~ CB #1 CB #1
20' PAVEMENT P1 STA. 13+18,92 L 2 ~ 8' 6 6' _ ~ ~ PIPE B ,4, ~ - 18 56 44 11 0 CL 6 \ 3-42" RCP 0 O ~ PI?E A STORM SEWER PIPE
10' 10' R = 300.00 6" X 6" TEE „ .sF._._.~~ rn - ~ 0 K cn + W/HEAD L
PER Ft: 2" SF9,5A T - 50.06 W/BL C LNG + a, R F5, ~ '?'"~}r°-`~ PfR L = 99.20' rn ~ p1~?-----MAT = 1----'MAt'---MAj--...~~'Aj / DIVERSION DITCH - `~Aj ~ SILT FENCE
2 5 ~ ~p,'h 9„ ABC ~P ° C #3 18 00 18 Ot 0 _ Mqj~ / ~ /
GV GV --i---- CU T W - 00 --1~ -t-------. ~
FILL RI - 11 19 ~ -a- ENKA MATTING
RESIDENTIAL STREETS + 4U6~~ oo _ 15 00 ~ / / 00000
N 16~t00 N~-'~ TYPICAL CROSS ScCTION „ pV ~ ~ -I O
4 6.-%'' oo F 0 CB #2 ` ~2~ \ / ooo°o GRAVEL CONSTRUCTION ENTRANCE
NTS ~ ~ ~ t3 ~ ,2 ~ o F F 2000 ® CUSTOM BASIN
~ ~ ~ ~ I 1 ~ ~ 1 1 rn• ~
~ ~ ~ ~ ~ C-4 1 ~ Cg #A k 0 ~ N i 4 11 ® ~ Aas'm ~ LIMITS OF DISTURBANCE ~ o , END OF CUL DE SAC
Z ~ ( PI STA, 16+08.44 L-2 ~ ~ 0 / ~ ~ ~ VAR, 6' 8' S' / + ~ = 174031 ~ ~ .o- ® Q~~ o STA. 20+64.12 DISSIPATOR PAD
v r ~ FA EMEN \ / + t~oTH oaHLOER / i ~ o ~ R = 300.00 ~ ~ ~
~ T = 46.64 kryy~o / u N = ~ 1 ~ ~ C-5 C-5 ~ R
i/a°/FT / ~ ~ ~ C 92.55 ~ OR 6% 3 / N 1~ 1 PI STA. 1 PI STA. 18+14.44 L-2 ~ /
-2.08% +8% / k ~3 ~ ( ;U / ~ 14 ~ ~ 0=31'; ~ = 31'51 '00" /
- ~ R = 300 R = 300.00' ~
x ~ N T - 85, d 1"/FT ~d5~ ~ ~ C-2 D ~ L= 166, T = 85, 60' ~ G 10 L = 166.77'
N ~ / m Z SHOULDER SECTION ~ P! STA. 11+81,08 L-2
G / „ a yti ~ = 34'3714 a~\\
~ / A R = 300.00' DRIVEWAY TURNOUT GRAD ~ ~ ~ _ ~ ES ~ o T - 93,50 1
~ ~ ~ ~ , ~ ea\69 / ox ~ = 1s1.27' MAGI MAGNETIC 12 \~~~F 11 \
3 0 A/ 9j V o , o
w ~ss ti qh ~
v W ~
~'n\
PLAN VIEW FOR L-2 6" X 6" TEE ~ ~
~°o ~ W/BLOCKING ~ g ~ ~
o ~i F~
T ~ g Cl IN ERSECTfON G
L-2 STA, 10+00 AND L-1 STA. 13+75.21 ~2~
5,4
~o ~5 5
,1 v
434
' ~ 434
~ ~
432 ~ ' - - I ~ ~ - PVI STA = 17+00 - '
------------------a------------------~-------------------- -------------------;-o- PVI ELEV - 4' M , _ , - 432 PVI ELEV = 412.78 - ~ ca ----------------~-----------r.-
430 ~ ~ I I ~ - -N - - ~;G: CE TERLINE ~ ~ ~ 'r'- ~ rn A.D, = 5,00 M N 430
, ' ' ~ ~ ~ ~ ~ K = 135,0 ~ ~ ~ i`- - ~ ~ ' P K = 135.04 o _-~y_ , ---------i--------------
428 --------------'0- , - --------------a---------------- -~-------------------~-----------------,-------------------u--- - ~ , - ' - 675,20 V( ' , ~ -wa.--- 675.20' VC ~ ~ 8 - 42
2.00 N~ -----y°--------------`tf1- -E1---------'---------------- --------------------`-----------------'--------------------'----------CE} • h~ 426 v~ ~ ~N I U W,
~ + - ^1 w II ' ~ ~ m C ~ ~ I ~ ~ ~ ~ ~ --------------'-------------------I W ' ' 426
I -----------Q ~ }a_- -J--------------------t-_--------_-__--.--1 --_-_--___--_---1 _..-_----_--__--_--1. - ___-_--____---J_--_- L-_-__.____--__-___-J-__--__--__-__-_--_ W_-__L._.__--.--.•-___.._-1_. z - p?p ' , ' ~ ~ ~ - ~ I I ~ 1 i , ' -
424 - -w--- - 1----------- 15 0 15 ~ ~ - vM a ~ ROp~se - it p ' ' I I I i , ~ rt 424 ' I ---------•---------h---
--~.-.-Z _ ~ 1 - w p ~ ~----------.r i i i , ' I - -
2_MIN ~ ~ ~ ~ ~F\ ~ ~ w 422 - ~ -------•----------4--~N- i------------ -----~-'C - 0 ~ F -r 1- CO ER - ----------~2. ~ - ~0'---------=---------------- - ' ' , , ~ ~ i ~
o - ' ~ ------------------OVER------ 09' ~ Z -r---- - -
f~yT i O TL-'--r- r---- 420 ~ --~-------------------r-------------------' d ~ r------------------- ~ - - -------------~-2"-BIOWOFF. 420
a , RW ~ 35' ' 6 ' - ~ ---•r------------------ _ ~ W/BLOCKING _ _
' Z - " ~ ~ I------------------ - 418 - ' ~ C•N20 ~ /N/Vj ~ , MIN '
. ,'fen. 2~ VER'f----__----•---~2a•-- - 418 p~C ,
8" ABC r` ~ ' ' ' 416-++. " ~y ~ ~ , -o -cu- ~ ' 2 SF9,5A SUPERPAVE ASPHALT U ~ ~ N ~ - - - a
w ~ ~ ~ ~ ~ I SECTION A-A ~ - - - f ------ur,----- 416
II ' 414 ~
y N j ~ ~ ~ ~ - , rtl--------;-----------------~------------°------;--------- -•----------------a-°••----------.. 14 ~ 4
SYMMETRICAL CUL-DE-SAC J JJW 412 U----------------~---------------• ~ ~ ~ h N
WITH NO CURB AND GUTTER ~ ~ ~ I -w,; - - wZ _ ~ - f-- NTS ~ 100 YEAR H W --1 • - - - ; I~~--------------------~---•-----•----•---~--...------•--- 12 ' _ ~ ~
410 Ba 0---------------~ - - - - - - - - - - - - - Wwrti 4 i
' ~ ~ - ' ~LEVA'fiON 4i4J2------•-~--------- , tc m , , ------------------t------------------- ' t-------------------~ - • - - ---t----•_-----
' a 3 408 ' 410 ---PIPE B
o ~ ~ -Cp~R------=; NV. ~OU12CP>~ o~SEADWALII-----------------------------------------------------------1------------------- ~ - IN------- aNV.--MJ---- 9: 408
406 i- , r- r- r'-°--------- r- _ ~ ,
i r--------•-•-----~--,-•----- r i i r-----------'---°------- r' i ' fir- --------------_r~~-----'-------__~ 02a_ .-136_-A 5----------------~------------------ ~ q SL-NOGPEH ? qQ~----------------------------------;-------------------~-------------------
- i P 404 - I r-------- ' n-- '
i ~ ~-------------------r'---'---'-'------',.--------------- DI5SIPATOR i ~ ~ 406 l.a = 2b' 404
R ~ - 402 , ' W-~--1~--- 23~ CLASS ~ STONE
- N by - - 4 - 0
400 - ~ ~ . e y ease 1111
i i ~ ~ ~ ~I CA .V ,
' ' ®A. e
398 5O, R e ' « e~ ~19 i s a--------------------;---------------• ~ 398 5 SEAL ~ : °s
~___________________a_-.._-. - ' 3 , `/Y : b • 34 74 e «
396 ~ ~ ~ CL R/w DATfIM EZEY • • _________________________________I~-_-_-_____. s •ee~Q 396 • e e~ e a i eeeee'~e ~e ,0,,
35' 6' 395 00 ®see ~°e
~a , Fr. 2~ Nro Nro r`ro ~ro Nro oro am nro r~M o ago rnw rnn a e e,ei L 1 ~r~~
~ pj 6i ui t>D r M ~ N t<j ~ tM n r n pro ~ M S a o ro ro 8" A8C NN Na NN NN Na NN Nc~v Nom' ~ N~ N~ MS Oano 00~ On to
2 SF9.5A SUPERPAVE ASPHALT `r a `t * a s d' a ~ a a s era ~a er< d'< da ~a da d'd .}a N~ et^ tDn rit9 Oil '-p MW ~N d'a d'p d'Y QO ~y NN NN NN ~ O of 'Q ~ Y
SECTION A-A
10+00 11+00 12+00 13+00 14+00 1 +
5 00 16+00 17+00 SYMMETRICAL CUL-DE-SAC 17+00 18+00 19+00 20+00
WITH NO CURB AND GUTTER DEVELOPER
NTS PROFIL Vl - E EW FOR L 2 JSG Properties LLC - SHEET a
PIN 0647-87-2506 s STEWART-PROCTOR, PLLC ROADWAY PLANS FOR
402 E, Park Street, A t, B P et, Apt. B ENGINEERING and SURVEYING . , r-, e e , e...
n,..., r,~r o~c~a
9 vui Y. IN., I-/ %d i i 19 801-3641 D 319 CHAPANOKE ROAD SUITE 106 I
50 25 50 100 Lonnie E Wood PIN 0647-86-0880 TELE19 9 7792-18553 FAX [phone] A CLUSTER DEVELOPMENT 0
1436 Piney Grove Wilbon Rd, Wilbon Rd, DATE 08-01-08 SURVEYED BY TAX MAP JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
SCALE 1- 50 Holly Springs, NC 27540 27540 SCALE 1"=50' DRAWN BY MLS WAKE COUNTY OWNER JSG roper ies
919 796-3420
DWG, N0. Lonnie E Wood
REVISIONS ZONED R-30 PIN 0647-87-2506 0647-86-0880

d
DISSIPATOR DESIGN
SIZE
LENGTH WIDTH D50 LINING ~ ~ O W FT FT 10' WE R ~
e~
20.0 10.0 6" 24" CLASS B 2 3
STORMWATER POND DETAIL
NOT TO SCALE ~
3„
3" HDPE OUTLET PPE
r ~o
j ~ o -h °
cP

N W
W
81
101
TOP WIDTH 5' 24" HDPE WITH
TOP OF DAM - 420.5' 10 X 3" DIA HOLES
1' MIN. FREEBOARD
WATER LEVEL DURING STORM
WEIR ELEVATION = 419.5'
419.5' LENGTH WEIR = 1
II- I_ O O '
MAX F RESLOPE 3 : 1
o 0
- 3" HDPE OUTLET PIPE O O
MAX BACKSLOPE 3 : 1 ,~'e,eoenou'o®s®
O s0 0 ~~~~ueea ®
- - 418.5' O A~e
e ° V °e i
_ ARTH DAM = s~~L'~ ~ a
_i i i-i i i_i ~ ~-iii-•••-..•-.• •-i ~ ~ .Ti_I i i-i I I-1 11=1 11=1 ~ 1=I ~ ~ III=I I ~ a ~ 34374 a r q
- - - - -
-I I I-I - - -III-I I
1=1 I I-I 11=1 11=1 I I-III-III-I I _ ~P.ap L
'~I,~~III ~111~~~111,,111=1i~=III, III-III-I - =1 = ~ e
i ~=1 11-1 I I„~ V I I I -1 I _ 11= - - $
i DISSIPATOR DESIGN -I - 1= I I= SIZE
_ ~ I- I, ; , I I I =I LENGTH WIDTH D50 LINING
CROSS SECTION ~ -I I - ((=1 - - FT FT
ANTI-SEEP COLLAR
STORMWATER POND DETAIL
~ ~_I (I-I I -I I -_I I: 20.0 10.0 6" 24" CLASS B ~'---iii IiI-III
3" HDPE OUTLET PI DEVELOPER LET PIPE
PIPE OUT INTO DISSIPATOR
JSG Properties LLC LLC
PIN 0647-87-2506 2506 STEWART-PROCTOR, PLLC ROADWAY PLANS FOR
402 E. Park Street, Apt.
Carv. NC 27571 11reet, Apt. B ~ - ENGINEERING and SURVEYING n'~ -T.
919 801-3641 U D 319 CHAPANOKE ROAD SUITE 106 1 d L/I e! B 1 L/
Lonnie E Wood 9 9 779-18553
PIN 0647-86-0880 TEL RALEIGH, 0880 FAX [phone] A CLUSTER DEVELOPMENT
1436 Piney Grove Wilbon Rc we Wilbon Rd. DATE 08-01-08 SURVEYED BY TAX MAP JOB HOLLY SPRINGSTOWNSHIP NORTH CAROLINA
Holly Springs, NC 27540 VC 27540 SCALE DRAWN BY MLS WAKE COUNTY OWNER JSG Properties
919 796-3420 DWG. N0. Lonnie E Wood
REVISIONS ZONED R-30 P.I.N. 0647-87-2506
0647-86-0880