20080989 Ver 1_Site Plan_20080709

PHASE 1 & 2 DATA SITE DATA -OVERALL DEVELOPMENT PARCEL coNSULrIN~
2$05 Tobermory Lane
TOTAL ACREAGE IN PHASE 1 22.85 ACRES ZONING R-15 Raleigh, NC 27808 Ph. (919) 818-0180 Fes. (918) 818-9381
TOTAL ACREAGE IN PHASE 2 21.55 ACRES WAKE COUNTY PIN i REID 0638-92-474810045408
0638-91-0888 10095724
TOTAL DONATION OF AVENT-FERRY FUW 0.30 ACRES
TOTAL RIGHT OF WAY WITHIN SUBDIV. 6.45 ACRES 0638-90-2709 10009689
TOWNSHIP HOLLY SPRINGS
COUNTY /STATE WAKE COUNTY 1 NC ~
STREET LENGTH TOTAL 5,069 L.F.
41' B-B 230 L.F. AREA IN OVERALL TRACT 7 .3 A RE 38CS
<TO BE SUBDIVIDED ALONG AVENT-FERRY ROAD>

2T B-B 4,128 L.F. ~'B_B "".F. PHASES 1&2 -CONSTRUCTION DRAWINGS AREA INTRACT S. OFAVENT-FERRY 69.69 ACRES ~ ~ i
SIDEWALK LENGTH 10,770 L.F. TOTAL OPEN SPACE REQUIRED (10%) 6.97 ACRES ~~s'~~~:H~•°~; S , ~
TOTAL OPEN SPACE PROVIDED 13.74 ACRES (19.7°/g) ~~M

PUBLIC SEWER TOTAL 8,588 L.F. TOWN OF HOLLY SPRINGS, WAKE COUNTY NORTH C i2"GRAVITY SEWER 2,832 L.F. NOT INCLUDING RES" BY OWNER ADDL. 0.74 AC
DEVELOPED REC. SPACE REQUIRED 3.48 ACRES
DEVELOPED REC. SPACE PROVIDED 4.10 ACRES REVISIONS
8" GRAVITY SEWER 3,836 L.F.
FORCE MAIN 1,920 L.F. NO. DATE DESCRIPTION
~W€R DEMAND 21,420 GPD PRELIMINARY PLANS APPROVED Bl(COUNCIL ' 8121107 s/io sTORTdTyATER PQNDs

AT 255 G.P.D. PfR LOT PRELIMINARY PLAN AMENDMENT APPROVED STILL PENDING
SPECIAL CONDRIONS (COUNCIL APRIL 17, 200
PUBLIC WATER TOTAL 5,029 L.F.

12" WATERLINE 1,OLS L.F. 1. tvIINIMOM DWELLING SIZE OF 2,00o s~ 2. ALL FOUNDATIONS TO BE MADE OF MASONRY, STON 8" WATERLINE 3,216 L:F. co~sexnBZ,eemnTCxrni, SONRY, STONE OR OTHER

3E PERMITTED AND THE GRADING
s"WATERLINE ~HBL.F. 3. NO SLAB ON GRADE DWELLINGSWII,LBEPERMI'ITE FIRE HYDRANTS 11 TOTAL wn.L se nESicr~n To rxES~avE ~ xnT~~xnt, vscaTnx~ EXTEAIT PRACTABLE. ff NATURAL VEGETATION IS NOT MA :.a AND IN GOOD ~NDTfION FOR A MINIMUM THRESHOLD TH UNITS PROP08ED $4 HOMESITES ~ ~ ~ NEED TO BE REPLANTED. THIS THItESHOLD WII.L BE COOR DEVEIAPER AND STAFF DURING TES DEVEIAPMENT PLAN PROPOSED DENSITY 'I.B9 DU/ACRE THEN PRESENTED TOTOWNGOUNCII.FORAPPROVAL. ~L VEGETATION TO THE MAXI1Vt(IM
)N IS NOT MAINTAINED I)NDISTUR$ED
RESHOLD THEN LANDSCAPING WILL
ILL BE COORDINATED WITH THE
PMENT PLAN REVIEW PROCESS AND
'ROYAL.

MAX. LOT AREA 2D,H9B S.F. 4. LA9PC IAT COUNT T0160 [ATS
MIN. LOT AREA 10,000 S.F. s, is~raor~sr~cE
` AVERAGE LOT AREA 12,277 S.F.

OPEN SPACE LOTS 6 LOTS

RECREATIONAL SPACE LOTS 2 LOTS PROJECT INFORMATION
TOTAL OPEN/REC. SPACE 8.2 ACRES
PROJECT MANAGER: RJB

FRONT SETBACK 20 L.F.,15'/5' PER ~ ~=s~:~° SHEET INDEX DRAWN BY. AJF APPROVED BY: ! RJB
GARAGE LOC. COVER SHEET CD-1 DRAWINGNAME: AVENT-1.2.20080810
MAX. SETBACK
SITE PLAN CD-2
SHOWN ON PLAN ~ ~ PUMP STATION SITE PLAN CD-2A PROJECT NAME
SIDE SETBACK 0 L.F./15 L.F. AGG. ~ GRADINGIEROSIONCDNTROL PLAN CD-3

REAR SETBACK 25 L.F. ~ ; GRADINGlERS10~~ CONTROL ENLARGEMENTS CD-3A TO CD-3D~ STAN EMUNT
MINIMUM WIDTH ALLOWABLE 70 L.F. 3~ s 9 PERMANENT DETENTION POND SECTIONS CD-3E TO CD-3G D I~ A S c S~ Q
MINIMUM DEPTH ALLOWABLE 131 L.F. o„ ~ STORMWATER DRAINAGE AREA PLAN CD-4 fll-1 C tit
A ~~m~ CROSS-DRAINAGE CULVERT DRAINAGE AREA CD-4A
MINIMUM LOT SIZE ALLOWABLE 1 Q000 S.F. P[N/ b" I~
n~ s OVERALL UTILITLES PLAN CD-5
DISTURBED AREA 17.64 ACRES s PUMP STATION PLAN CD-6

a, LANDSCAPING PLAN L-1
g ~ ~9~~~. PUMP STATION BUFFER PLANS L-2
.a.,,~»u,~ ~ . a ,
~ DETENTION POND PLANTING PLANS L-3 HOLLY; SPRINGS
` ~ STREET PLAN & PROFILE PP-1 TO PP-7
SEWER OUTFACE PLAN & PROFILE PP-8 TO PP-10 NORTW CAROLINA

6~ FORCE MAIN PLAN & PROFILE PP-11 TO PP-12
SITE DETAILS D-1 TO D-6 owNER
OWNER/DEVELOPER: ~
IPG STONEMaNT LLC PUMP STATION DETAILS D-7 TO D-9
a IPG
140 TOWERVIEW COURT ~ III t ~
CARY, N.C. 27512 /:~@'I ~ 1. ROADWAY IMPROUEMENTS ARE TO BE ACCOMPLISHED IN ACCORDANCE WITH THE PROJECT DEVELOPER AGREEMENT. AVENT•FERRY ROA WILL BE CONSTRUCTED O C N°~5~ STONEM NT LL AS ONE-HALF OF A 100' ROW AND 74' &B SECTION WITH THIS SUBDIVISION. THE NORTHERN SIDE WIDENING OF AVENT•FERRY ROAD IS SHOWN FOA REFERENCE ON
[phone] THESE DRAWINGS BUT WILL NOT BE CONSTRUCTED UNTILTHE NORTHERN PROPERTY LS DEVELOPED.
2 LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD COORDINATED BY THE DEVELOPER TO ELIMINATE CONFLICTS. 3. STREET LIGHTING TO BE PROVIDED ACCORDING TO TOWN REQUIREMENTS. INTERIOR STREETS AND ADJACENT PUBLIC STREETS AND THOROUGHFARES WILL BE
REQUIRED TO BE LIGHTED BY PROGRESS ENERGY AND SHALL BE INSTALLED PRIOR TO FIRST C.O.
CIVIL ENGINEERING: 4. ALL NEW UTILITY ONES MUST BE UNDERGROUND. S A PRE-CONSTRUCTION MEETING WITH THE TOWN CONSTRUCTION INSPECTOR AND ENVIRONMENTALSPECIALIST (919.557-3938} WILL BE REQUIRED BEFORE
B&F CONSULTING, INC. BEGINNING ANYCONSTRUCTION.
6.ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF NEW STREETS ONLY. 14O TOWE R V I EW V ®U RT rues ° h10o""D 7. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS.
2805 TOBERMORY LANE RALEIGH, N.C.27606 " ~q' RB 1192 YG IH (Butt Rel) 6. SURVEY INFORMATION PROVIDED BY MAULDIN•WATKINS SURVEYING, P.A., JANUARY, 2006.
9. NEAREST BENCI~tARKS FOR THE PROJECT ARE "POWEII"AND "ATWELL°, NAD 83. S°"~` ~ CARP 10. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXI511NG UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVmES. NO RTH CAROLI NA 27512
PHONE: (919) 6~8-0180 CALL UTILITY LOCATING SERVICE 48 HOURS PRIOR TO DIGGII+~.1.800.632.494,9.
11. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF HOLLY SPRINGS SHALL BE MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOC. 12. WETLANDS AND STREAMLINES WILL BE DELINEATED BY ENVIRONMENTAL CONSULTANTS,
FAX: [phone] i3. REFERENCED FLOODPLAIN SHOWN FOR CRAY BRANCH ON FEMA FIRM f{3720062800 J, EFFECTIVE DATE MAY 2,2006 WITH ADDIT10NAl FLOOD STUDY BY ;SHEET NAME
8&F CONSULTING, DATED MARCH 3, 2008. ' 14. A FEE-IN-LIEU OF LAND DEDICATION WILL BE REQUIRED AT THE RATE OF $927 PER LOT AS PER THE PARKS AND RECREATION DEPARTMENT OF HOLLY SPRINGS.
LAND SURVEYING: 15. RECREATIONAL AREA IN PHASE 1 IS PROPOSED TO BE A CLUBHOUSE AND POOL AREA FOR THE RESIDENTS AND PLANS FOR THIS AREA WILL BE
SUBMITTED IN THE FUTURE DURING CONSTRUCTION DRAWING APPROVALS, t'jOVER SHEET 16. A PORTK)N OF OPEN SPACE IN PHASE 3 WILL BE A SMALL DEVELOPED RECREA110NAL OPEN SPACE SUCH AS ONE FOR SMALL CHILDREN. TNIS Wlll BE
MAULDIN-WATKINS SURVEYING, P.A. SUBMfTTED iN THE FUTURE DURING CONSTRUCTION DRAWING APPROVALS.
P.O. BOX 444 17. APPROVED CONDITIONS FOR TH{S 51TE INDICATE THAT THE BUFFER AROUND THE SUBDIVISION MAY UTILIZE EXISTING VEGETATION IF A TREE SURVEY EVERY 100' IS COMPLETED IN AREAS OF DISTURBANCE ONLY. IF AREAS ARE NOT TO BE DISTURBED, THIS SURVEY !SNOT REQUIRED AND MAY BE DISCUSSED
FUQUAY-VARINA, N.C. 27526 FURTHER DURING CONSTRUCTION DRAWING APPROVALTtMEFRAME.
18. CONSTRUC110N DRAWING APPROVAL 15 REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. 19. DEVELOPMENT FEES, AS REQUIRED BY 17iE TOWN OF HOLLY SPRINGS, ARE DUE PRIOR TO CONSTRUC710N DRAWING APPROVAL:
[phone] S, SITE 20. THIS SUBDIVISION IS IN THE TRIASSIC BASIN. IF TRIASSIC SOILS ARE PRESENT, ROAD PROFILES WILL REQUIRE ADDITIONAL PROTECTION FROM THESE SOILS
SMITH & SMITH SURVEYORS, P.A. @~' AS PER THE TOWN OF HOLLY SPRINGS ENGINEERING STANDARDS AND WITH COORDINATION OF THE ENGINEERBJG DEPARTMENT. CARE WILL BE TAKEN DURING pRAWING SCALE COMPACTION OF 171ESE SOILS AND A TESTING FIRM REPRESENTATIVE ONSlTE DURING DENSE TY TESTING WILL BE REQUIRED AS PER THE IUWN CODES.
P.O. BOX 457 1,~6 21. NO FlLL LS PERMITTED IN THE FLOOD PLAIN FOR ANY RESIDENTIAL DEVELOPMEM.
~ 22.FEE-IN•LIEU OF UPGRADEWILLBE REQUIRED FOR THIS PROJECTS EXISTING DOWNSTREAM PUMP STATION (AVENT FERRY). HORIZONTAL: 'I "=500 23. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. VERTICAL: 9 •=JOO~
APEX, NC 27502
[phone] VICINITY MAP SR i
I cer0(y that these plans were prepazed and that this project shall be ca~structed in accordance with the folbafng plans, the latest edition of the Engirr~eering and Construction Standards of the Town of Holly Sprir~s
and other applicable Town ordinances and policies. The Engineerwhose seal and signature appear here ~ D U „ O ~ S 1 DATE
ENVIRONMENTAL CONSULTING: cxnpFnc scni.E o ~m ~ ~ certifies Thai the Tawn of Holly Springs Engineering Design and Construction Standards haw; been thoroughly v O
BURDETTE LAND CONSULTING, INC. reviewed for appliceblity th This parUcMaz project. Any proposed exceptions ar deviafions from Thee Stardards 6-10.08 aze listed specificagy on these drawings. Furthermore, all comments of these plans are in cordonnance wOh
me appiaveu rrenmmaryntui tur uins ptuja't aWuveu uy the t uvrn ut nuey opmge. a tp ®v utl 2008 SHEEP NUMBER
308D W. MILLBROOK ROAD, SUITE 200 - - aro
RALEIGH, N.C. 27609 i ~n ~~o~ n. JUL 9
[phone] wciNiTV M
\ACINITY MAP (N.T.S.) p wpTERQU A R$&wca C.D- 1

FINAL DRAWING - NOT
RELEASED FOR CONSTRUCTION

i

D.B. 1928, PG. 569
• LAND USE.• S F. HOME GRAPHIC SCALE
.
, NOTE THAT ALL AREA WITHIN CFBI (CAPE FEAR BUFFER 10D ° 50 140 200 400 CONSULTING 2805 Tobermory Lane
~ ~ ZONE 1) WILL BE LEFT UNDISTURBED. 1HIS IS THE _ ~ O 20' ON EITHER SIDE OF THE STREAM ~ ~ Raleigh, NC 27606.
~ ~ Ph. (919) 618-0180 Faa. (919) 818-9361 ( IN FEET
, i inch = ioo
`
, , ~ \ w ~
\
\
~0 \ ~ •
, ~
, , ~ i` i
oNF ,oyq ~C/~'F~;GINEti:~o '
2 : \ THE OLIVE FAMIL Y LAND P Pi aG ~ , H Y , P ,PHASE 7
FFFR , , ` \ ~~s COMPANY, LLC .M 2 s, PG M. 2 6, PG. 362
\ s- ~fi t ~ ~ D.B. 8748, PC 374 'Z S . SUBDI SION SUBDI SION ..HOMES)
, om. \ LAN
i ~ ~```~,~o`~~ LAND USE.• VACANT t ~ \ ~ ~ ~ ~ ~ F
11 i St 90'8. ; ~ 26.00' x 4D.00'
5" E
r s 9A . p .59 REVISIONS
163 i i ' o .~F ~ „y , ~ ~ 223 a9P • ~ : •
T Iwo / ~ \ ~ ~ 1 ' 16461 SF ~ , ~ T9A NQ. DATE _ DESCRIPTION NG B~TT~M TRA/~ 4/30 S.S. ESil~r. PAST PUMP STA.
~ o NE7 13028 SF ~ ~ CA, t r IN FFE=399. .?p. \ ~ ~
ty~ ; - 222 `.A . : ~ , t , cr` 224 ~ ~ ~ \ ~ 9 6983 SF ~ 145. s' i 16844 5F ~ j' ~ (51' PUBLIC R~W~
1J , ET: 12160 SF ~ 1 ~ F`
14 t 'MIN FFE=322.0 ~ y NET: 11609 SF ~ \ ' ro ~ S MIN FFE=321.5 ~ \ ' ' 12' WIDE CONTROL CORNER ElP ~
~:5 50.Od 8" ABC DRIVE (line Bends Here \ ' TO PUMP STATION PUMP STATION 1 ~ ~ ---I 37.50' ~ WITHIN 40' ESMT 2 3
J r ~ ~ ~ ~ ' ; : ; \ AREA DEEDED TO EN •1 o ~ . YS p G TIE TO EX. o EN ~ 5
, r 221 ` ~ ~ . ~ . \ HOLL RIN S ~ N 3 .2' TAPER J ~ v • OPE ACE FUTURE W1D 1 w ~ 225 \ 47529 SF t , 32 SF ~ ~ iA1~ 11E TO EX. BOC WITH 6 FUTURE WIDENING SP CE 1 A J
105 SPA E 2A ~ ~ ~ / ~ MIN FFE=323.0 •m '10532 SF 208,0 SF \ O.S.R.B.O. SERVED • _ ss cv MIN FFE=32 0 \ - ~ .oBG 194 SF
t, ~ , . ~ ~ 't . \ 551.74 » 6' 1566 ,gY. ! , PUMP STATIO , W 167. f
i , ' ~ \ 72523 _ •x.4503 ~~~P°P A DEEDED TO , \ N ~ i;. 1 O4 Gy9~~ / , , , - 6ss' Y SPRINGS . g;:,,;:~- \ ~'s \ ~ro~ 2~-~ ~ oE~a~~~-~`..,_;;-g~ ~ _ 33.98' C4 TO 34C ' r :
v r. ~ . ~ ~ ~ • o' 11248 SF ' ~ ` 9 , t / 220 0 ~ t t o ° 226 0 529 SFt )a:: ~ 9!`~?~F YliDEN TO 1$ QO; , r r~ ~ .
i i 10010 SF , o b ts4 4 C~ ~ t '1` r v 1ati G S -324.0 10010 SF > , r~~.. s ..R. , ~ ,D ' r r , l , , CL' NEW EOP ~'~9. /~j+'. I<
t J V ~ i2' WIDE 20.00' RO ~ 103 1 r C~ ( i ~ 8" ABC DRIVE i ~ ~ 105 ~ iv: ' 1~~'~~~ ~ 1e1
J t \ ~ ~ F RIDGE TO PUMP STATIO i 10097 SF °•30.00' Ex. 230 D , / ; 219 0 ~ 229. VER TREAM WITHIN 20' ESM H, 11921 SF ~o ti1 - EX.
r t ~ o ° 227 ~ 15047 SF a ~ , M FFE=326.0 'o ~ , '`°c ~ , , ~ ~ 10010 SF e o 13330 S NET: 14846 SF , y / Id 'y . '•o. 2, :~~~t~~.~P~IENT~ ' PoiNT uBu sr~~~~ ~ot..~ e~ ~~~um~~ ~~p
f J ~ ___1.4~ MIN 10010 SF MIN FFE=323. . ~ , G , 9 / \ (02 Nth' I~GLi1DED Wl~'€d T#ifS $UBgI~1~QN P1:AN ~ .
8 n ,<Q ~ a " ~ , , 10083 9 R E y , •o. \ ~ ryo , POND A 10010 SF o , ~ ~ , es R ~ ~ .s,
~ Q 231 ~ / W/MAINT. ESMT. MIN FFE ° ~ / 218 0 , ~ $O;oR E~ ~ (r~
~ ~ ~ 3 , ~ , 328.5 0 9 , o. / I 2 2 8 co 0 5 14975 SF r. ~ ~ J~ :A'.' ` 11306 SF o 60• •g, , o Q 10 Y"~ ~ x ~ ~ ` ~ - 11306 SF o NET: 14872 SF ~ ~ 'o. p~ R p • g Ek , ~ v
~ 107 ~ • 49-5'' =326.5 y s MIN FFE=323.5 : g ~ , 11302 / \ ~ , ~ ~ 118.0 39 25.00' 5.00' 10010 S o , , r y i/ ~J
118.0' R30.0 , I MIN FFE=329. 's' o sR a •9. ~ 27 . y I A . ~ o ~ , R25. ? ~ Q
~`~'~'~7133 S - ~ -\'C ~ - - a r-- - I I ?p. ~0 5.0 ' SN '\2 ~ ST'REE'T-6--- I A~ o. ~ NET: RA S(4) (n r , B 108 S 65.0' 0 5.0 ' SW FlllllftE 90 AO (j . , p CL ;ROSH DDM1iR~IOlV 5 ~
~ too 232 W ~e ~ 3 ~ ° r 10010 S ow~ 7 _ , 118.0' y ~ 45. ' h 17690 SF `Y I ~ i MIN =329. ~ . 65.0 ' .p WHEN ~16~AC~NT , C1~ Rl ow~ o ~ PROJECT INFORMATION
ON ~ d ~ D 70.D' 70.0 h0' n I 7 i \ 41. 41. 50.00' N ~ V.
3A ~ 15= 3' MIN FFE-324.5 a i ti , ~Q 12 0 I ~ o- R2. RAMP, ' I TDNAL ~ \ i 09 OUND :y9,,' / '6- ~ TLADIBS__ 217 n • ~4> 11 91 S - ~ 245 _ ~ ~ ~ O.S. 1 D ~ R D h 1 0 2 - 11 91 S~ ~ PROJEG7 MANAGER: RJB
2 SF 06. ~ v' ' V ' '^s~o 11419 SF p i ~ ~ ~ t-. 11306. SF o ~ flA 9 11 SF =32.5 ~ ~ a~' ~ , \ i MIN FFE=330. 24898 SF St 6, 2 N FFE \ ~ s.oo'
~ = 246 ~ ; ~y. ~ ~ . ~ . \ 3 ~ MIN FFE 325.0 ¦ FR,y . ~ S ' SS , I / ~ 235 ° , • DRAWN BY: AJF
W 234 ,8608 SF e P . ~ 4 , 233 ~ , • ~ 301 ~ , MI _ 8.o I , 976 ~ 9 ~ , , ~ , I ~ • 12110 S . 12110 S ~ NEr: ts25a sF i ~ 9 ~ APPROVED BY: RJB
~ 12610 SF ? r ~ 20804 SF N' ~ ~ MIN FFE=327.0 3s.oo F. •D~ 10894 ~ ~ v o a ~ ~ VA ~ d ti° / } NET: `r~ < , t N ~ d I I 5 B-B 5, 25. S~ ~ S~, 10894 F~ ~ ' s ~ s cr, L DRAWING NAME: AYENT-1.2.20080610 ?e ~ A@~
. a Q \ \ < " „ 10225 SF 2 s , ~-.~~?t43s sF~~ AONO' C 'I ~ 5 2 1c o. 5 ~ •e. ~ ;.v ~ A W~MAINT.ESMT. 1 49 SF i 1. 0' ROW ~8 ! ~ W ;,y0
\ 302 ~ ~ ~ - • a 1 31 SF ~ ~ J e 11 O ~ ~o. , 09 ~4 ~I 244 \ ' a, ~ r 0 G 9T~G+ ~ ~
A ~ v ~ ~ 4S x ~ i IN ~E 7o.D' L ~ o ' , ( ~ 11412 SF ~ ~ ~ ~9~ 4~,p~4 sF ~ ~ br py~ ~ ~ ~ PROJECT NAME
`~o~ ~ ~ ~ 215 ~ I 70,0 70. ' 14309 S N N I 247 1 P ND "B" IN FFE= s. \ , 1, 330.0 ~ 0 70.0' I ~ ~ D v y\`r, 11226 SF ~ N t " ~ 16369 SF ~ w/MnrNrESMT. ~ I 1 Si 11 ~ D~ N A ORS 0
\V/ ~ ~ ~ ~ 0 SF w ~ , ~ NET: 16348 SF t S, ro ~ ~AA~ NET: 10 41 p ~ _ I 11 _ REC. A • '0150 SF 4 . ~ ~ MIN FFE 328.0 ~ ~ ~ \ ~ ; ~ ,y~ ra3-o'---- ~ I 2~s:o~D`---1sg4 ( ' 10143 SF •s. 10006 ~ ~ ~ STONEMONT
. NET: ~ y , I AREA 1 A ~ IN ~ ~>r ~ ~ ~,2. ~~p. ~ 116 PHA
`;001 ~ a~ \ ~ I ~ , . 6 . 33.5 ~ 2' \ 04 \ r, ~ 37 r o ~ ~ CLUB~iQUSE & POOL ~ ~ 1 243 ~ ~ ` , , , , , , , IN FFE 214 ~ 0 23 a o , . ,
\ . _ 239 0 • ° / ~ 875 SF . , ~ 240 a 248 112 \ . \ ~ ~ 333.0 ' 1 976 2 41 10010 SF o / ~ o ~ , ~ \ ~ ~ 10153 SF ~ I I 12110 S 12110 S ~ ~ . 56,35~~~'„, ~ NEr;: / ~ ' A \ ~ . v~ ~v \ ~ • 12110 • ~ 2110 S - < 11179 SF / NEr: 55444 sF ~ 10903 SF l app. o°W~ 27. 13148 SF EPK'~° ~ ~ ~ ~
k t OO6i ~p. ~ A : ~ VA ~ ~ ` ~ ~ ; A is 10000 SF I-- ~ Q - T`~D'~.'- • ~ ` . ~ MIN FFE
V A VAV V~:~~ ` ~r ~ , 0 P i ~ J MIN FFE=329.0 1 ~ o X50:0 . . =334.0 ~ A~ \ ` ~ & I - DEVELOPMENT PLAN ~ ~S? ~ ~sS, a~ ti\, \ \ \ ~ u IS TO BE SUBMITTED 0 / i \ ~ 113 ~ ~ 'p~8. ~ o °\P
, ~ IN ~ I o N ~ N SEPARATELY AND IS I ~ , . , qA _334.5 213 ~ 242 ' . ~ ~ v~.~ F o ~ ° I ¢ I suB~ECT To TowN I I, ' 10000 SF ~ 5.~ . ~ - ~ , ~ , : W ~ 249 . ~ I ~ ~ MIN FfE i ooao sF j ~ ~ BP{~ , R~•~~i-
\ ~ \ Fy F 10010 SF o 45.0' 11306 SF ~ COUNCIL APPROVAL p~~ 1 \ , i =335. 1 , . ~ ~ PR~_"'~.~' 4'e9q. ~ NET: 10008 SF 70.0' 70.0' 5.da~066: SF i o'~ c s t~33 FFE ~ \
V~\ FEg~F UT , 70.0' 70A - S ti . ~ 1 1 4 ` \V `.A ' P ~ F 118.0' 25.pp'~ w`~0 9' I N ?0. ~ . ~ ~ ~ ~ C EP \ ~ - - _ _ I 40.3 61.6' G 1 2 2 , 114 °
A'.,,, ~ 'v~ R MPS ~ ~ AG ~ 10000 SI \ ' S OPEN:. ~ m - - _ _ tow 9! MIN FFE i 10000 SF 69°' ~ / 'A\,
~ `:A 0 ~ ~ G ~ a T (3 - ---~,~n~-~- _ RA PS 1 r t 'h~ i 47U4 336 0 l ~ ~Q =336A 212 _ MIN ~ ~ . s SP~AGE 3A , . , m ~ 25.0.4' 70.0' 70.0' ---..y, ' 4• o r~ Ni ; ~ ~ ,F~ ~o /115 ~~,~s~r p, M N5F3FE _l~ \ ,
11516 SF 7o.D' 7 a ~ ,;t I wl r QI < R NET: 10058 S o 0.0 70.D' t o , I I Q P ~ 1 ~ , , =336.0 ~ 70.0' 38.9' 4T.0 `ti .00' 5 °t cw ~r
OTE THAT ALL AREA WITHIN ~r\ _ - 1 9, =336.%1 ^ ~ ~P~ HOLLY SPRINGS
I (CAPE FEAR BUFFER ZONE 1) ~ I " ~ I-,,, ~ 121 ~ 'c~5 i 10 . ~ RgMPS 9 , WILL BE~ LEFT UNDISTURBED`. 2O j I , N 2O8 13138 SF •a
l ~ ~ 207 ~ ~ ~ A T 4 THISiS THE 2D ' ON EITHER. S DE 11 01 800 S 0 0 w ~ 206 ~ o ~ , \ . 2 ~ 10 1 W 20 A GE m 10010 204 ,203 i ~ • OF sTHE STREAM. B NK ED rn o 10010 ~ ~ ~ 202: ~ ~ ~s,, NORTH CAROLINA
12707 SF 10010 ~ 2O1 ! r 2a' ~NOt- _ 10010 X10010 X10010 S ~ 3s ` sTUReEO. a " - - ~ '----NET:-rose ~ d t'9 0394 S4~ 15068 SF ~ NOTE ERIMETER BUFFER ~ -_..~N, 7.5 I ~ ~ I FBI CAPE F F ~6
~ \ - I I ~ ~ O o ~ WILI BE LEFT UNDISTURBED. ~ 156.8' - , h~~.
- - - _ ~ - ~ ~ ~ I ~ ! 25.00 25.00' THIS IS THE 20' ON EITHER SIDE - 5.3' 49.3' 70,0' 7 -a M BANK EDGE 0.0' 70.0 - ~ 1 25.0 ' OF THE STREA ODE TEXANNA PAUL OWNER
, , 70.0' 70.0, 2b' u isTUReE6~r'~ ----i 3s° b .4. , 70,0' RAMPS 'h~ 0 ' 7D.D' RECREATION ~ MArN~Nq uaUC ~ S 0322'19" sS.T 9a.5 + ~ a ~ BY W/LL N AREA = 13.561 AC
1 HIGH- AW ER"""'~Al~g NGf ~ ~ , t q, T 3 ~ \ ~ ELEVATION A SMT. 1 t 769.79 , 13 'ta ,
~ T ~ AREA 1B , , ~ TOP OF DAM ~s) t ~ , 13363 SF ~ LKING TRAILS ICNIC AR S a =350.5 NOTE THAT EMERGEtd \ i 1 1 ~ ~ o• ARE/IS \ ~ \ LAND USE.• S. F. HOME I PG
, , SPILLWAY IS LOGAIED ~ , o / 9 98,639 SF , s , , o. ~ a. i ALONG LQT 211 EASTERN ~ •0 `O
t PROPERIY/BOUNDARY UNE ~ ~ ^ / o,• , ~ 'J 23 - k' psT~F`~ STONEMONT LLC
~ ~ 13 41 SF ~ ,0~ ~F
~ , 11200 Sf Er tss3t sF ~ \ t ~ 0 60p ~ MIN FFE ~~`y ~ \
1 mi o' O =345.0 ~ g
1 ~iJ ~ 0 143 , ~ ~ ~h ~ ~
~ 133 0' *,I ~ t ~ Q~, ~ ^ t I i ~ , a; o r so 200 sF 12 / ~
I \ mni~ ^o o r , OQ ~e7 ^o' 11976 SF ~ Qt ° \ , ~ ~ 140 T4WERVIEW C®URT
~ y~ o I 349.0 ,
~ .r,.h a, 132 0' 19 a ~ I J 2~ ~ 8 g ` P~ \ ~ NOTES: GARY
I J. LEE HOLLEMAN JR. OPEN ti . 'so 1200 sF ~ ~ o~ ~ No, 0 12~~ • ~ 1. ROADWAY IMPROVEMENTSARETOBEACCOMPLISHEDINACCOADANCE N4RTH GAR4LINA 27512
~ i D.B. 6585, PG. 847 ~ ~ ~ % ^ 0 15861 sF to SPACE 1 E 1 ~ I ~ E=3520 Q M WlTli THE PROJECT DEVELOPERAGREEMENT. 2, LOCATION OF STREETTREES AND STREET LIGHTING WILL BE FlELD
LAND USE.' FLORlCUL TURF FARM 30 PERIMETER BUFFER J 1 0 COORDINAGED BYTHE DEVELOPERTO ELIMINATE CONFLICTS. SHEET NAME
~ ~ i 16,527 SF , tsp 1200 SF ^o z g ~ , 3. STREET LIGHTING TO BE PROUIDED ACCORDING TO REQUIREMENTS. ADJACENT ROADWAYS WILL BE REQUIRED TQ BE LIGKfED BY PROGRESS ENERGY AND SHALL BE INSTALLED PRIOR TO FIRST C.O.
r'~~~'9, v 1 i o ~ J l~ 2a ~ , ^ 1.D o' 126 o. , / ^ 4. All NEW UTILC[1' LINES MUST BE UNDERGROUND.
~'o~y .o ~ % i 465 SF ` ° ~~GQ ~ 130 0 5.ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF NEW STREETS ONLY. SITE PLAN fi. ALL CONSTAUCTIQN 5HALL CONFORM TO TOWN OF HOLLY SPRINGS ANDIOR
~L~F~O ~ ~ 1 2 O 1 ^ 44 / o ~ ~ a 1200 sF _ , ` , NCDOT DESIGN AND CONSTRUCTION STANDARDS.
~ t , o ~F ~ ~ ~ 127 , , 7. BOUNDARY SURVEY INFORMATION PROVIDED BY MAULDIN•WATKINS SURVEYING, P.A.,
~ ~ ~ 6789 SF ^o• AND SMITH & SMITH SURVEYORS, P.A., RATED JANUARY, 2007. TOPOGRAPHIC INFORMATION FROM WAKE COUNTY DIGITAL DATA AND GROUND SURVEY BY MAULDIN-WATKINS SURVEYING, P.A
129 7.D' c o 2S , , ES - 14063 SF u •o % 'o i ' 8. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE
~ - 12 ; `~~{T'~---~'-' _ 16860 SF \ i o ~ RESPONSABLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVGIES CALL UTILITY LOCATOR SERVICE 4fi HOURS PRIOR TO DIGGING AT 1.800.82.4949.
' ^ \ S 08113 „ L"`'_---r.-_-- ~ 9. CONTRACTOR SHAH COORDO~JATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE DRAWING SCALE
3 w r 0 UNDISI J~'91'6--.,__~ ~ , j76 \ 517, p5' T 9 ' ~ CONSTRUCTION BEGINS. 10. ALL DIMI~ISIONS REFERENCED ARE FROM BACK OF CURB TO BACK OF CURB. HORIZONTAL:1 "=1
OTgL ~h' , 11. EROSK)rl CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
12. AlL OPEN SPACE SHALL BE MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION, VERTICAL:1 °=1 ~Q~ 13: STREET TREES SHALL BE PROVIDED AT 40' O.C. ALONG BOTH SIDES OF ALL PUBLIC STREETS.
EIS , , 14. A 25' UNDISTURBED PERIMETER BUFFER SHALL BE PROVIDED. ANY PORTIONS OFTHIS BUFFER
POINT 'A" ` ` VOID OR DEFICIENT OF PANT MATERIAL: SHALL BE PLANTED PER TOWN OF HOLLY SPRINGS UDO TYPE B: SEIM-0PAQUE OR IFALONG AVENT-FERRY ROAD TO TYPE C; OPAQUE THOROUGHFARE
iPS BUFFER PLANTING REQUIREMENTS. IF VEGETATION EXISTS R SHALL BE LEFT UNDISTURBED DATE
~ UNLESS ADDITIONAL PLANTINGS ARE REQUIREDTO BAINGTHE BUFFER UPTOA SEMI-0PAQUE LEVEL DEAD OR DISEASED TREESS OR SHRUBS LOCATED IN THE BUFFER SHALL BE REMOVED OR REPLACED 6-10-08
CA ON CHART STREET APPLI TI WITH APPROPRIATE REPLACEMENT TREES OR SHRUBS, SUBJECT TO THE APPROVAL OF THE
- ns MARE DEPARTMENT OF PLANNINGANDZONING.
STREET TYPE TRAFFIC LANES PARKING LANES STREET WIDTH R1W WIDTH RAllll SIDEWALKS LUUMION 15. WETLANDS SHALL BE DELINEATED BY THE ENVIRONMENTAL CONSULTANT.
LARRY P. BRYANT, ET UX 342.01 ' D. 8. 16. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO ANY CONSTRUCTION ON THIS SITE. SHEET NUMBER D. 8. y299 17. ALL STREETS SHALL BE BUILT TO PUBLIC STANDARDS PER THE CHART BELOW.
Local Street 2 9.5 1 7.0 27 B-B 51 20 ssi&widk mm d&s All Residential D. B. 11,360, PG. 1170
7' Tree Lawn Districts TRACT THREE Ef P S 00 24 38 W i8, TOWN OF HOLLY SPRINGS RESERVES THE RIGHT TO REQUIRE ADDITIONAL REVEGETAT~N IN THE E/$ PERIMETER BUFFERS.
St. A past St. B D.B. 533, PG. 366 (Back Ref.) Collector Street 2 14.0 1 7.0 35 B-B 60 20 ss+~ ~ 19. REFERENCED FLOODPLAIN SHOWN FOR CARY BRANCH ON FEMA FIRM #3720062800 J, EFFECTIVE DATE MAY 2, 2006 WITH ADDITIONAL FLOOD STUDY BY B&F CONSULTING, DATED MARCH 3, 2008. CD2
7' Tree Lawn intersection LAND USE AGRICULTURAL FARM NOTE THAT THE END OF EXISTING FEMA STUDY IS AT THE DOWNSTREAM END OF THE CULVERT UNDER
Collector Street 3 12A' 1 7.0' 41' B-B 65 20 Y" St. A from St. B STREET "A" AND THE ADDITIONAL FLOOD STUDY BEGINS AT THE UPSTREAM END OF THE SAME CULVERT. FINAL DRAWING - NOT 20. FEMA APPROVAL 18 NEEDED PRIOR TO FOOTBRIDGE CONSTRUCTION ACROSS STREAMS (BY OTHE RELEASED FOR CONSTRUCTION
7' Tree Lawn to Avent F

_ ~ . HAL JI~D,Y FARTHING _ ~ ,
. ~ ~.?c _ 9 9 D.B. ` 1 G. 56 _ ,
, LAND .USE.' 'S F. HOME : : _ GRAPHIC SCALE
- ' ~ , r ~ . , , ( , t ' S 100 0 50 100 200 ~ CONSULTING
r;' h NO?E THAT ALL AREA WITHIN CFBI:(CAFE FEAR; BUFFER \ ~ 20NE 1')..W1LL'BE-LEFT UNDISTURBED. 1HIS IS THE 280b Tobermory Lane
---.-'~'~J ~ a 20'-ON EETHER SIDE~.OF TFIE STREAM BAN Raleigh, NC 27808
_ - ` ` . , NOTE THAT THE DOWNSTREAM:' : ' ; ; , PROPERTY LINE;FLOOD ELEVATION Ph. (919) 818-0180 Faa. (919).818-9381 ( IN FEET )
: ~ - - ~ - , gj ~ / ~ IS BASED ON FUNRE 40NDI1IONS o << • ; . - ~ A ~ ' ~ , .AND IS INTERPOLATED FROM 1 inch = 100 fL,
_ ~ \ UPSTREAM ANDI OOWNSiREAM'. ' ' ~ ~ , „ ~ fEMA CR05S SECTIONS
'J _ ' , , _ 'I a
~ r ~ , _ • ~ ~ \ - 1'
, ? 1 ~ e ~T ~ ~ ~ ~ , Bastn~~~ Type ~~f Dramage ~ Denuded Width Length„I Depth „Sell ~w~~~ ay ~ , 1 ~ Area Area w - e~
s ; I - _ . -
I D~1'. ' , , I \ , i
' ~ - ' la ~ x,44 6~ \ k? F~~~~51 , , / o ~ Pond ,A~r ustomr ~ ~ _.847 D:88 ~ 32 98 ~ 3 S ~ 20 j ~ ~ 208 1,42 39 118 35 10
' ~ 1 . ~ ~ ,t~ Pr ~ R ~ _ ~ c'~'~' I % - i _ ~ ~ • ~r
: ' 1 F , ~ , , a , D ' P. sED BASIN B 2 • ' ;9~ ~ , : THE OLl~E FAMIL Y CAN , ~ 1~ , ; , G ~ _ - _ _ - t~ q 3 _ skimmer, ._516 2 ~ _ ~ ~~~1 x' 4 custom 044 x.44 20 6 ~ 35 4 PI~A,JE. A ~ - 27 46 13 3 b 20 5 custom 1. 2 24 .54 31
• NAB AREA; .~-ACao o , , H L Y P. ~ PHA. ~ , j , i ~ ~ R \ Q, , ~ . ° ~ UOED AREk O.S4 AC i , a , . , , sTatAC~ 97G ~ . ~ . COMPANY.: LLC I ; , ~ , s - ~ 2 6, PG., 362 Pond C" skimmer 690 1.94 54 - ' ~ 7 custom _030 0.30 1'~_ _ _ _
, ~ ~ B.M.• 2 6, PG~, 'r , ~ ',1~.,, ,`M BB x23xaS'OEPTH ~i~q~c`~' (J G. , , g~~ . , s . _,..1s~LLwAY * , , 2`~, ' DB, .8748,- `PG. 374 " `2 F
1. ~ , ~ , LAND ~~,S . SUBdI~ SIGN : , , S FL. I ti , ~ ' mEE/sir ~ 7, BYPASS aANN G'~~>~ `~F ~ _ . i / ; ~ n: o ' , . . aeG w' ca4a PIPE ~ 1 . , ~ , , LAND` ~ USE.' ~aCANT ' 9 custom ...042 ~ ~54 23~ 8e 3.8 _ 4 'IBDJ~ , SIGN ~ . ~ HOMES) ~ ~ ~ _ ~ _ ~ ~ .42 , 2D. 80 3.5 ...4 1 10 custom ..,...028 _0.26 16 . 49 35 ._4
~ ;;E'/l, ~'hl. SPREAD. AND 18 ~ ~T j \ ~ ~ _.:T • ,r ~ ' 'r , 37Q0: c, ! ~ BAFOREBAY IN'20' EASEMENT ~ , ~ 1.. , t ~ , , ' ~ ~ ~ ~ Pond ~'B" skimmer' 890 2.74 ~ ~ 63' ~ 168 35 ~ 25 _ ~ ~ 13 custom 0.26 028 18 47 ; 3.5 4
' ; ' J ql ~ ~ ~ ~ r"' ~E~ ~ w" 1 NOTE FOR BA81N PONDB'A','B',AND'C TNATTi'~ POtB~ WB,L PROVIDE TEi~ORARY 8~lENT
Mr ~ sTA~oi~: ~ ~ ~ N ' 05 0 6 E . , i a- • . S, vp; / ~ r f. / _ E WI1HDNtEN310N8TtIATARESHONMFORBEDIMEM'CONiROI,DURIN000NSTRUCTION, AFfERTHE
1 ~ 8 , 59' 3. , ~ ~ / Yip s'~"pF sr,~ \ ~ ~ °p ~16 , ~ ~ r N, 'ply.{ Fy _ ~ F . SEDIM~ITFUNCTION18C014pI.ETE,TI~PONDWILLBERENOVATEOTODB;O~IIONSICRTTERIASIfOWN REVISIONS SST MANANT PRACTICE OF THE STORMWATER CONTROL AS PER TI'S CONTOIStS 8I16VM,
~ ~ • ' • ~1 T ~ / ! , ; ~ , r S9,y s,~f ' ' y EROSION CONTROL LEGEND
1,6461 SF FF t F~ ~ , ' ~ N0. DATE .DESCRIPTION ~ 4~,~RJ '8" ~s B~>TTQ WMITSOFDIBTLI~WCE 430 S.S. ESMT, PAST PUMP S~'.
: 6 ; . _ ET: 13028 SF ~ Cry ~ ,
, r , 2 4 e~ ~ ~ 16983 SF ~ c \ ' (51~ I~UBL/C ~ ~R~{~); ~ , ~ ~ ~ TEMPORARY DIVERSION DITCH
• ~ ~i fir. 121s(r,-sF~ 16844 S 2 • ' ` ;F; .MIN FfE-322.0 _ NET: 11609 SF ~ . _ BEGIN:4G' OF PAVED v `
` N FFE=321.5 SS . : ACCESS ROAD TO ~ TEEONFORGEMI , A , ~ CQNTROL CORNER EIP A ' ~ , J ;P I .,CB s ` ~ ~ ~ 12' WIDE PUMP STATION NE R ,PROVIDE SIL ~ VALVEBIII~OPE,E~Id1C 1~arrt Twcr vKVES~aNeaux;'Fat . SILTFENCE
~ ~ 8 ,ABC'ORIVE Lll1G BEhdS H@rB FENCING ALO ` EK18dBI0N, EiOREdJI M . ~ THE END OF ROAD B'. ' /h , , \ TO PUMP STATION ~ LOW SIDE OF `GIRRIERP¦E E1EPo • -Ft `TEMPORARY ' / ~ .k r, .4 .~=5 p' i ;MH ~ ~ WITHIN`:40' ESMT`, PUMP STATION' FORGE MAIN. UT `d7ENCA FxlarBloN, eoREaJA;rlc , ~ ^ IEVEL8PREADER
! ; : ; , ~ ~ . ` BARRICADE W/ ' - / , ; / / - ~ ~.1 ~ E ~ i 'sEE ENl~rtcEMENr cD s AREA _DEEDED TO - \ wITHIK. R/w', _ ~ 1. ~ ~ ~ ~ ~ HOLLY RIN .S~ 17ENCA~ 0 E N 4 5 TEMPORARY SEDIMENT BASIN
' : ; 4 E 221, : < . ~ TOHS,SIGNAGE , 225 ~ OPEN SPACE ~ •rI, ,0532 sF ' , . . ~ S P A E 2 A 2 '2.: 47 9 8 ry - a ij: ~ , 'MIN FFE,323.0 - 10532 SF °2 ~ _ \ ® RIPatAPOUTLETPROlECi10N
, ' / n .l , ~ / a n _ 8,0 7~ S ~ ~ MH e,~- SERVED e`s° ` 20 6 F SP ~ CE 1 A s f cONSTrwcTioN ENTRANCE 1 194. 5F
d, , , I I: MIN. FFE.. 322 ~ ' 4 1566 S 61 3 _ ' , ~ 1` r; . _ m , 551.7, „ ~~=~unaE~ ~ - -C;z,z • BbrE' , :.a._ , - ~ P OF • ~ ~4 UMP STATION °2 , / _ ' ~ , 5 2 ''4 03 ,gs _ o ~ 2 5 `sue _ - 45 _gQ~, --80 37 . 33.
m 7 , D TO ~ O ' ,AO 7 ~ - ~ ~ ',.A EA DEEDE ,9 0 ~ 'N _ _ . ' ~ 09°0. ~ s~, ~ , F , _r ~ sa,~ ;4 r r~ t < ij, ' ~ LY SPRINGS ~ c . ~ ~ 1 ~ 4. 2 ~ _ ~ 98'
.z ~ a , - B 9 r' , ;47529 SF ` 1.1248 SF` ,y ~!f ~ ~ , . . . , , 10010 `SF , ~ 9~ a 4~, :.A~ , . d / t ; . ~ ''FES B,'- C11Nlrff1.`. ~ ' i ` G S,~ Y, " , ~ , >N D,~ ~ --..-~Q_~~'_ Desgn Ca~ulatans for VeL>clty Dlssipators _ _ 2751... _ _ ~ ,
E - 1 'k<, ~ MIN FFE=324.0 10010 SF w DDNa wag E tv ~ IR F , I . ,IpE - 1 P .p & ( , LEVEL SPREAD. AND <FESEi T ,R. , ~ / , ses 1&2.6J10(OB ~ I IPE PAONV 49 TO ~ ~ ~ ' . . . ~ Stanemont SubdNesron Pha _ _ . .
FOREBAY N 20' EASEM I , 3: ~ ~ _ . ~ ~ _ _ 10~ ~ FUTURE .
~ 10097 SF' vxve~w, 21 / ~ 2.29 ~ ~ 9 ~ ~ m~ , , ~ $F ~ ~ 'y , , , 16047 SF ' ~ Invert ofs aameter Area V A ~ T e of Mirafl 140~Len Ch of Width of
` ~ ~ Tamseo~,¦x,. o , . 11921 ~ ' t~ ! ~'TRE I: r G 227 D DE AREA:0.421AC . ro¦_.., , . _ ( nl' GB~`;~ \ q 4 Ll', 1001 G S. 1 J3,30 SF NET: 14B4s sF uDED AREA: -0,42 !vc ~ ~ IN~FFE 32S.o , ' 1 (D TEMP. 5Ep BASIN 7 MIN ;FFE - 1?lO1 D SF efi,~ 1, ^ I T i ~ ~_Thlckness SHADEQ',LOT TO `BE SUED N f POINT B' _ PJ _ _YG 9 1VIDED AND feet
z z . sTaRACE: 780 a , , J."'_---•-~ ,,,r ` rb S T, a3GAC, •FFE=323. Ernl t ~ \ 1 ~2 MIN /%'_~i~----..._r._._.; --..FI^! , uDEO •;roag7rC~~~..; it ~SPNiw,Oi ¦ ~ ~i'r~ ~ , , Y ~ o~° , - ~ 10: .10083 SF ~ ~ ~ L 0 P M , ~ IPS ' s ,ft. f ,Stone ' Re ulred?!,Pad ft. !Pad ft, of Pad in, ~ - ~ • • -tyO~T•INCL•UDED WL~'H ~THIS~ SUBDIVISION ~PLAN~ ~ ~ ~ HW2 ; 630,0 18,00 259,5 2S ClassB Yes 24 30 ~ 24 _ ~ FBS A _ _
59q A '6 30'%17~'x3A.5~~DEPTH~, ,7.~ 'R , d 7 J4 S)NLLNAYC , 0~ i W 1 OO1 O S i/ ~ 3 ~ \~.s~ J , 16 1,25 12 1,3 Class A Yes 5 2 5 24 _
_ ~ - . - ` , ; NO SIOMMERr f r •4 MIN FFE J~ JJ , 21 ,2 , ~ i , , I 9 - i =328.5 / L` ~ , ~ • ~ • ' OUT-A 250 2,00 3,1 8,0 ClassB Yes 12 6 24
/ k M , - 36)6 lSF, ,,14975 ~F ~ - , ~ _ . l ~ ~ •'o - T , w r. . , / '7 , .FFE ' : 11306 SF. ' ~ NET, 14872 SF $ , ~ % OUi-B 25 0 2,00 31.......8,0 Class B Yes 12 ~ 6 24
..1 ~ c 11302:" , < . , . _ . MIN FFE=323,5 M i, • : , y _ : ~ 10010 Sr , z , OUT-C 25,0 ~ 2, ___i _ ; . . ~ ti_ 00 ; 3,1 8,0 ~ Class B , Yes 12 6 ~ 24
/ ,W. . . d 31 TEMP. SEO BASIN 4 P , \FFE 329.0. ~ TAND : I °i H' ~ AINAGE hREA: D,44 Ac ~ MH ~ wCONSTRUf TANDAR ~ p p/- W Gj ~CONSTRUCiI 0~'
Y~ r lM I` Y. > ` ` FES2 RIP-RAP ~ t. ~ _ q . ' ENUDED AREA:- a44 AC P • ;..B _ SS giANNEL . < \ PAO TO F NTRANCE L 1 i? ~ ~ ~ v Q ~ ~ ~ A--,+.._.~._.=,_ ~ 8TORAGE B10 CF 1 ' W a R, PEE d% 1 ' ~ , , ~ BAY,BO 1 O. V r NrRAHCE, \ FunuRE 5ooa ~~'o~ ~ CONSTRUCTION SEQUENCE . CL-ROW.DONATION. . . ,
- , ~ I 2~ 220'x61 %J3' OEPiH ! ~ AND 13 CF ~ F ,5} N: D ~ ' ~ , , ~ ,C; ~ 9~J/ . ` I - , . ,1 4' SPILLWAY-SNOMN ,,1 ~FOREBAY 2 EASEMENT S I ' ~ ` , „1' ~ ~ ~ 1 , .NOSKiMMER PRONDED ,1 a1~. R1¦.. ~fp ARF~...0.88, C '10010 Sf ~ , y WHEN ADJACENT- ~ ~ L Request apre-construction conference. This meeting must occur PROJECT INFORMATION , ~ 4~' n~ with the town Construction Inspector and the Environmental
Q~Jva _ 1769;0 SF . I ¦ MIN FFf=329,5 ~ , C.. rt ~ _ . • M A, _ S, z I .H IN.FFE 324!5; d., a Y ,1 ILLWA 3 , , , , , . ; ' ~ p,o,o~ sP 1 ry V~ Specialist (919-557-3938) prior to beginning any construction.
I ~ ~H~ a 12~ Y ` ~9 / I - ~ ~ Z • _ p~ 4, 1,q S ~ 0 ~ E I,x! ' J~ 2. Obtain a grading permit from the Town of Holly Springs. I Y PROJECT MANA~7ER: RJB
11 SF 45 ; ~ O.S: 1D. - :..,r ~ I 1.306 ~F . ~o n ~ t _ ~ ! L. ~ 1119 SF c. a-. I MIN FFE 33'0.0 ,v- ~9 _ % - '0 ~ ~ ~ ~ ~,.1 m n 0898 5F I . ¦ p 6112 329.5- ,0 P A.( 1 B 3, Install silt fence and tree protection fencing as shown on approved plans,
' - ~ t. ;a e '2 ) S \ 1~;^ `SF MIN FF(, , ~ ~ • . ~ w ~ ~ r , UBLE SF I _ I 246 ~i d. ' MIN FFE .3250 ~ ~ F / - ar • X36 - r , r ,m , 0 ATWE~ 235 I ¦ ~ q,1f A' h' v o :,~a.. a: fA g I F . °o r ~ ~ ,1~' DRAWN BY. AJF / ~ 113;1 SF. 4, Install construction .entrance, then temporary diversions and sediment
23~ 16sO,a s ~ , ~ , .~a,l , . , : a 23..3 , MIN F 30.0: ,I 11976 S~ ~ ` , - la r ~ : :12110 SF ~ _ ~ r 9 ,1~ , , .1 ~,uRS; 12110' SF ~ --NETT 1826E SF , lF, \ ~ 20804 SF ~ r .`b.'?'dl 7 ~ ~ , ~ oic aNAI ~ ~ ~ n ~ ~ , r . ~ basins as indicated an ttie approved plan, Clear only as necessary APPR01l~ BY: RJB
a. , : r, le. ~ ~ . A 2 y 1 ''=MIN FFE=32?,0 ~ . ~ ~ 10894 F f . s , , 1 . B~., p : I ~7 ~ 5i ' ~r ; 10225 SF~- ~ 8 w, ~f ~w ~l~r 10894 F ' imn edlatel~ afterdsinstailation~ temporary diversions, berms and basins s . j \ ~ y DRAWING NAME AVENT 12.20tN01
V' „ , • . ~ ~ SS. is a!,: 19 NE.. 10049 SF,;: ; ~ MH E2 UT ~ . ~ ' N. ~ .d ~ E - ~ `I i! - i~ BYPASS CHANNEL - l a° L a ~ 5. Obtain Certificate of Compliance through on-site inspection
~ . ~ ,rt fe . o, y ce , , arf ~ ~ M~ 1.,. Bg ~ F a ; • , ~ i v _ ~ T PIPE•AN0 10' LON, ',I \ _ ~ _ , U 1.1 102 \ 1 1 ~yp`~'~OG ~ ~ by the Town of Holly Springs. 9
E - ~ ' LE14L'SPREADER ' . ' ~ s1:~ ~ ,MIN ,FFE ~ l qM I ~ ~33 • 11 u~ a,T : , p =3 . \ 102-74 SF ~yi ~~+~>n9 ~ ~ 3fiA,26 ~ ~ 6. Creek Crossing Erosion Control PROJECT NAME
n y.aa ~ ) f ~ ~ 330.0; ~ ~I ~ 1.4309 SF MH~~ „ q0 ~ MIN ~IS F.r ..a,~N ~,1k~~;..~~~' i ~ ~ ~1 . ~ '11226' SF' eASe s E1 tE1~; 5ED-BASIN.16 ~ ~v, . - rs;l- 16369 SF ~~l ~ ~ A 9~4''~' " ~ ,p S , , F 'YiF,, 6.1, Mointain the existing erosion control devices installed as item
' i'A' ~ ° ORAi AOE Ek :2.24 AC ~ NAGS AREk ` 6'ACq ~ -NET; 1041 SF N ~ T• 16348~SE ~p~!1j :rf, a 1 1 ,,1 NE , AREA•!a28-AC ~ 'GENMD k b,54,AC,' ED x.a. 4 ~ I' - ~ \ A a. SEA, j. '4 ~s . S 320 Cf MIN FFE-328.0 I' sTaR o ~ ~ ' l;\ , ~ '`I number 3 above. ~ 10006 SF _ / ~ \ ~ 6.2, Ensure silt fence exists along the top of the drainage feature STO N E M O NT
, a ~ a' ~ '31x43' ,5"DEPTH .5 _ a~ ~ ''~,d i v,43 Sr BAY `4 w `.,~""'4e _ a 8':SPILL AYSHOWN~ ~p~ A B3 . _ ~ : ~ ~ ~ ~ ~ ~ MIN FFE ~ ~ where the culverts are to be installed.
' J ,14 ~ ~ g ni ~ ~ NOSKIM .PRa7MDED MH ,t e ~ ~ y -r. ; ,q " N FFE, C ~ : - 1. I =333.5 r ~ \ • .a. ~ . , R ~ .214 ~ , 23:8 243: ,1 239 _ d 11.6 / / 6,3, Ensure any excavated material is contained within sift fencing. ~i
• .r 34 ~k;' 333,0 r 24Q ^ L'48 ~ ~ . ~ .976 sF ; 2.41.. ~ 112. ; ,p ~m ~ ~ 10153 SF , 12110. SF , 10010 SI ~ , Hw . , , ~~"err. 8, 12110 SF P ~ ~ . _ s , 12110 .SF ~ ~ , 11'179 Sr_ ~ _ ..10903 SF,/ , ' _ ~ ti\: 131'48 SF; , ` EPK ~ _ ~ _ 1 ~AS ES ~ ~ ` ~ ; / \ 6.4, The culverts shall be installed concurently with the phase
;:-1 . toooo,~F 12110. SF ~ 4 a wo i 3T!" a/Nyga ~ ~ STORM- ~ =32 MIN FFE r i t l:+' G P , , :C~~;4 -.4;' 7 H ~ =334.0 i ~ \ / thot is activated with this plan. ' \ ~ ~ / \ 6.5, Installation of the pipes will be from both sides of the stream
- ' . i T 1 ` _ ~m 9 ~ , • , ~ : "MIN FFE C ~N r 1 1 .3 i . _ , 3 \ i - of the stream,
61 ~ ` „ ~ . ~ ,n =33'4,5 1 ti it. 2.3 w ~ , 1 .sEO13ASw Paw e. o~ , : 10000 SF. r , ; ~ I BO ? _ I a4 i . TEMPORARY )0 SF~ _ A ~ / -.BARRICADE W~ ' EP>~ ~ ~j ~'V~L 7. Continue with installation of all infrastructure items, including but
j , - , 1 O01 ~ S6 • < SF', AWAGE AREA, &90 AC / ~ 000 ~ ~I ~ , MIN"FFE _ . ; 3 0 cF , • wEO AREA; 2a4 Ac / , • , c\ p I. r Mh1\ =335.0 r n NET:; 10608 NSF ; : ~q/ a a f, FFE - ° - TORS SIGNAGE ' X5.0 , ~ ~ , not limited to: water, sewer, storm sewer, roadwa subgrode, asphalt, 'I 1 A \ curb and gutter, sidcwolk and landscaping when that time is appropriate.
9, 110~„_.SF 53'xi59'x3.3'.OEPTH Q0 ~ r... I. 1 ~ 2 9 / F I ~ ~ _ 25` SPRIWAY ~ / \ T d. „ r. O , t: - 1 0.' ' " q ~ r _ fn ` --ice.;,... ! / ~ ~ A I I `i- ~ ~ \ Leave storm pipes short where they drain to sediment basins.
~ `a ~I , i o _ w , u_. 3 : rv ti ~w wE7 R'• F ~n ~ , ~,..i~y4 ~ , ' a ; c ~~c ~------:c,, / r 14'04 z 4 F- FFE 00 SF ~a ~ •*I~j MH 8. Mointain erosion control tlevices,
z, , F YN20'E F MIN e C• a : ~ ' - / - ~ ~ ~ SED BASIN 0 G ~ r ~ , „ , I, I 11:516: SF , ; _ - _ _..:,,~a f } q 1 ~p 83 , 8,1, Provide temporary sbpe protection for areas of
arl ti r . „ A . r ~ ~ , . ~ .DRAIN MEA. 0,28 AC I . _ I ~ ,:~r[ ~ ~ ~NEh 10 58 SR ; - _ GENUDEO, , 1 I FE 11, ry- ~ y..y., .L.. . - M ~ I Cv SED:STOR 0 : , , -..+:a..l ` ;}Ik 15;36`': / ~ concentrated flaw across slopes until the site is stabilized and the storm drainage is installed. HOLLY SPRINGS
MIN FFE~336,0 • - - y, ) ~ . ,ha. '`~k 1: , .4sxtexa3, n3 r ~,a~ CB 25 ' - ~ wa: 04 ~ J ILLWAY ""-j` ~ - c ~ , . , . is , 1 ; ~ ~ I ER 4~ L. I CCU.;:, r s~ i { „ ~ ~ 8.2. Seed all slopes within fifteen calendar days of completion.
Sp > $~nMM „t 210 r _ 1 a , 1 ~ I, ~ ~ Z09 ~ ° , . ~ 6 . , , : 2.~8 ~ ~ _ u, r , ,~Q~ Seed all other areas within fifteen calendar days of completion.
k^' , . ~ v. .1 ~ r ~ ~ '3 SF~ D2 1 , Is 6=, SF 2~7. , , : 131..•8. 1 ~ 1~so0 206- ~ ~ . ~ ~ ~ ~ y, 21 g ~ ,a ; 1oo1a s 1oo1c's 2 \ ~ 1 ~ . 2~4 ~~k , ~ viz ~ ~ 1oa1o s - 2Q2_ I r ti / ~ 6 Q 8,3, Provide temporary pipe protection to storm NORTH CAROLINA r , ,tai. SEO sapN z drainage open-ended pipes during construction. AINAaE AAA: 2,a6 AC
, 12707 SF ; . , 10010 S .......0010- S - ~ ~ ~ _ 2 U ~ ~ ' , ~ `I ~ " , 1 10010 SF 10010 SF ~ , ~ gar., ~ ; 10394 SF ~ 1 ' 1 20 tMlQlSTUf?BFD;PI:,' a CF .T , / NET t068E1 SF 1, TEMPORARY. NOTE TM / ODEO AREA: 1.42 AC 8.4, Provide inlet ratectlon to those inlets that / ~ snsACa; ts~ cr P
. , . FFER - EE~¢Z.5 - 1506 ~ , . . . R`: , ~ O BARRICADE o_ I~ AM / - 1 ~ i ~ to- I CAPE F~BWFF . , EM ti. . _ .SPILLWAY;, BE ~ TIiIN-UN 1bR5'S1GN ' ~i' 1( IMU: LEFT UNDISTURBED v.' t 1. aexns'xas oFpM receive concentrated flow as a result of the / ~ s~ `NN"~~~aav~io'~m grading operation. OWNER
u ~ . THIS IS THE 20 ON EITHER SIDE MH _ ' ~ MH I 6' ~ " Of THE STREAM-BANK EDGE MH~p~~ TEXANNA PAUL 8.5, Clean sediment basins when half~fulh
'!0' iST4IRBEU'PE > / - r ~ Mql PUB - ~ R fFNAN . ~ ti, ~ ~ ~ BY WILL ~ 9. Request final opproval from the Town of Holly Springs.
,t ~ ~RECREATION ' ~ ~ TEa""{„ECO@p f , ~ -_...e spur, ~1 . - 769.19' ~ I ~ ~ ~ ~ I, ~ , . , ,ELEVATION AT r OfiARY . P `AREA = 13 S61 AC I PG
, 4 TOP OF DAM , ER§) 1. ~ I AD W I / ' ~ /13363` I , ~ S It ' ; = 350.5 NOTE THAT EMERGEN(a OH C GNAGE ) ; ; j LKING TRAIL$PICNIC ARErIi a# 10. If opproved, remove sediment basins, silt fence and temporary diversion C~ LAND USE. S F HOME ditches. Convert the temporary sediment basins "A", "B" and "C" to their
1 SPILLWAY IS LOCATED.' ~ I , p., , , • ~ \ B , ' / ~ 98,639 SF ` . ~ ~'~qa\ - + ALONG LOT 211 EASTERN,,, ~ / / ' o I / ~ F ~p -~~j. full best monagment practice dimensions per the plans. Complete full (1 ~+•9A~~, C~`~\\ length of pipes and install rip-rap at the outlet ends of the pipes STONEMONT LLC
~ L ~ ' 1 PROPERTY/BOUNDARY LINE ~ a ~ / ! : / ,1. FLOOD / ;,:r ~ ~•J ~F9~ . ~ ~ along with level spreaders os shown. '~F~
._I-. Storm 4aM~aye SUmmary•Stoeemo~Phme41&2 Storm Oraire Sumrery_ f-- _ I ISamna M •61008 - SUmmryofStructures.,, / a0 1 0:., ~ / ~ 134 , ? t E 6~ ` 11, When vegetation is established, call for final site inspection by the 'A~.~\ Environmental Inspector, Obtain a certificate of completion,
/ ~ z L. 3 . F - _ I calwlaaed r - L-.. : t~'! 111200! SF ''b~ - P. SE68ASIN 4 , ny" _ _ . , i Aree io Reference Bepth„ 4 $ ' G~0 10 length,lxsmatar: DTA. Sk 1!xert NVert _ 9rruciure', typo DAencNY;, _ I _ 4.. ' _ / / 1 Rama. To... _Retbnl hrterel}Y.. Arca,.4. Q Pa.. . ~ _ ~ . J : , . DR NAOE AREA 313 AC CAPEFEARBUFFEERNOTE9t
, .,I I_/ w ds 4k h _ ;(hchg) I°r?) ,._.I!~P!n) ....(ie).. I I„!hr) [m), ~ (c!1...... ~ 0/ _ % C) =34 . .[0 •.1 DENUDED AREA: 22) AC; ,~y C N hr), O , ( ) , (Inches) _ i -C SEa. STORAGE; 245, CF /J (B~ 1,, , ~'~y, c9A~ 1. CAPE FEAR tBVER BASSI 19UFFFRS ARE 30' ON Ei1CH SIB OF 11fE TOP OF SiRFJVBBANK
NWl Nw2 ~ 050 : 7,32 277 630.0 6300 112 72 RCP 199.7 068% _ 32290 323.66... F1w2.-. HYJ 7.32_J_777 _630.0__ 339.85. ;._.16.2 - " / ~ 48'x139'%3.5 DEPTH b : 'VA~ , / . - _ r ~20' SPILLWAY SHOWWy Q~ ~ . note that FOr HWIan3 HW2 the ele~atlons for the lnver5,are for tf~lowestplpe lcen0.vllne of[reek)anh. The otlcer pipes area h~er,)_ ~ - ~ : - - _ _ _ _ _ _ _ _ } _ t ~ : s ;1 pRONOE SKIMM ~ 2 ZONE CFB1(CAPE FEAR BUFFER 1) IS TO BE LEfT COMPLliBY LNVDIBTL~ED, 1~~"~ ~ aNOFlLLMATERIALI8T08EBI~lK#It'INTOTl~CF81BUFFEIt1ANDNOBTRUCiUREBARE
• / , : ~ ~ ' 1 CBl CB 7.32 0.41 ~ 1.6 : 363.54 SA - 1 - ~ Q OAl . L6 1.6 63 S RCP Sat 0:50% 358.19 358.50 . _ _ : ~ , • } 3 - ~ FES A CBI, ' 065 , 7 32 . _ _ _ _ F / '4'~ , - ~i~' . ~ , , _ r ~ ~ ~ , _ _ I ~ Q, t _ . 1.~.. ~ I - ~ . , / 11200 Sf e ; : _ ! @, ~•p ALLOYVEDWTiFINANYOFTHEBUFFERAREAS.
fE52 CB4 055 7:32 040 ~ _ 1:6. 9.6 126 24 RCP 14.9, . , 7.30% 33¢ 98 338.88 C64 CB ; 732 0,40 ~ i 6 34544 6,6 ~ , / 2 j t , , ~ C84 CBS - 055 ' 732_.,,_073 ~ 2.9.,-, 80 75 15 RCP ',_14,.9 160% 33908 33948 Cl6 CB 132 - 073 29 34544 60 • po', 4.ORAD8r0ANDOTIBBtLANDDIBTUABUKiACiTt81E3AREALLOWEDONLYINZONECFB2 ~ ~ , (CAPEFEARBIlFFERZONE2), HOMIEVER,THE8EACTNfTEBMUSTBEPERFOAMEDiNA 140 TOWERVIEW COUR
4 . _ ~ . 11976 "SF { ~r~ ' / ,_CB6 ~ CBSA„'-....0.55 13.2_..._ 070 7,8„ _ 51 144 15 RCP 12,0 , 20045 - 33968 ..392.56. CIgA CB 7.32 -:_.0.70 ...2,8 .347.94__..5, . _ .,O : _ { CBSA C85B 055 732 056 _ 23,. 23 :...138 f5 RCP..;... 8A-..20046 ....34276 345.52_ -C~8 CB ~ 132 ._;,_0.56: _2,3-. 350.77 ;....5.3 ,I ; / y~/ 7 _ I ~pt41 / !t r~ 9~.~ o% , ,,v~r
- , h ~ / IN FFE 349.0 1 a , / G ~ _ _ _ _ - ~ /0 11200 SF / <to ~ ~ ~ ~ ACt1ORDM r~ YTEDTO M Tb S.REMAININO TREES AND IN CARY ' ~ ~ ' , b. MINVrfUM 84UARE FOOTAGE OF LOTS ARE PROVIDED OUTSIDE OF Fl.OODPLAIN AREAS.
FE91 ~ 65B 7,32 647. 1J 3.9 _11B 15 RCP J. LEE HOLLEMAN, . JR. ,.OPEN , \ ~ . 33204 336.77 CB2 CB 7.32 :0.41 17 342.55 5.8 , a5 4aosb _ _ / CB2 CB3 ',._050 732,_..1 035 _ 13... 1.3 ,33- 15 RCP L.&3- 10046 _._33G97 ..33730.. CB3, CB, 732 035 1.3 342.55 __5.3 ~ ~ 125 ~ y/ r. ' ' ` , 8,ourslDEBa~LDAaIraFBUFFERSVaLBEMARI®WrrHTREEPROTECTIONFEI~10 NORTH CAROLINA X751,
~ f ~ D, B. 6585.. PG 84 ~ ~ _ , _ I 6. SPACE 1 E v: 1586, SF ~ t FE53 CB6._...075_ ,,,732_,.,- 026 I L4 14.9 I 146 18 ~ RCP 37.3 230% 333b8 337.24 CB6 i CB 732 .0.26 1,4 344.04 8_ `s / ( , ~ PRIORTO LAND DISIURBINO aF THE INDMDUAI,LOTS.
' ! ! 7. 13:0 22 ~ 1B I P I 15.0 4.00°/a : 337,44 33832 CB7 CB ~ 732 1.80. 7.2 _ .34404 __Se7. LAND USE. !<L VRICVL .URE FAR/Yl~ t_ ` / I ~ ' W/ IN FFE=352,G 2 ~ " ~ cBd ce7 Bs5 ,732,,,,_ieB. ,..2.. _ _ _ T 30 PERIMETER BUFFER / 131 C07 CB?A 055 7.32,_,. 067 i _-7J,,, 5.8, 118 15 ~ RCP 1_,125._ 200°k 338m62 341:18 , CB/A ! W 732 10.67 i 2.7 346.49 , , 5.3 r.. _ ,'.G , ~ NDTES~
' " ~3 _ : ~ , ' 16,527 5F ~ / , _ 3.1 _,148 15,,,,,;,.,. RCP 9A._ 2¢Ock ~ _34338 _ 345 c6_ CB78 ;_CB 732 _ 0.76 _ 31 350.93 - - ~ r / - 11200 SF `~j C _C,67A, C®B _ .035 - 7.32, 076 31, i. I i ~ ~ ` , ~.aPRE-0oNSTRUCnoNMEEnNOwnNT~ETOwNCaNSTRUCnoNIr~PECTOR SHEET NAME AND ENVBtONMENGLSPECIALIBT {919~86TT,9~WILL~ REQUIREDBEFORE
~FE62 CB SA 055 7.32..__ 070 . 2,8_, 24.1 ',,,_2W 29 , RCP, 25.6,,. , OAO~_: ,.333,83 - .335A3 , CB SA ~_CB 732 070 7.B__, 34794,. „12,5 ' ~ / ~ ~ / / : . _ 1 CB SA CBSB, ,_O 55 „ 732__ 056 2.3., I6.7 .,,,138 24 ! RCP 33.9., OSS°k ~„_335.63 „_3363Q. C856- ,_CO 732 .!_0:56 2.3 35077_ 144__ ~ ~~1 eEaNr~oArrrrc~srRUCnoN.
/ C85B_ C87B-~_, 055 7,32-,_ 076 ~_„31, 144 ' 215 24 _ RCP 23.1, OSO°k x,_.,.,336.59 337,61 C87B :~,_CB 732._:,0.76 ~ _31,,., 35033_ .127 ` 17.,,,, 3 t, / -130 _ , 33861. CB IA CB 7.32 ':,0:67_,-,_2.1 34G'R 1.9 , CB78 W7A 055 ~ 732 067-i_27 11.4 ,,,,148 24 1. OSORb _ 33781 ~ ! - ~ 0 ~ / RCP 21. , 2aBT>~EDAREAFDRTI~PHA~DFPI~,~IBIB'1.~A~B, GRADINGIEROSION 3. ALL CONSTRUCTION SfWl CONFORM TO TOWN OF HOLLY SPROrGS Ai~IOR
CB 7A, C87.,, .0,55 7_32._,.180, 1.2- 87 ,...,,118 18.. ,-RCP -.,_iBA,,, 068%,.3391f .,,33991_, CB7 ~.,,,CB 732 ,~_LBO _7.2,__ 34404. 4.1 - 1 - ~ - ia2o0_ sF ~ ~ ~ ~ ; C07 CB6 075 732_„ 0,26 1,4 14 22 15 RCP 9,7 0508!. 390.11 34022 CB6 ~I CBI ]32 0:26 ~ 1.4..,; 344.04 38 ~ ' _ _ - - ~ j ,l l ~ / , ~ NCDOT DESNTN AND CONSTRUCTION 3TANOARD6.
. CB SA CBS 056..7.32 073 , 3,U_ 96 144 l5!,, RCP.,,_15.0_ 050%;..,,336.44 339,36,., CBS .,CB 7.32 ;,._0.73 ~ _3.0,. 345,44„6.3 ; / , C85 ~ C34, _0,55 ._7.32,,,,. 440„-_, 1.6,., I6 25 15 RCP 10.1 0503h 33936 339.48 C84 CB ~ 732 0.40 i-, 1,6-.- 395.44 0.0 ~ • - ' 4, THE 90'EACHSIDE(BCTOTAL,CMEFEARRNE'RBUFFERSAREDENO'ii~BYHATCHED CONTROL PLJ'1N MARKS oN PLANS. THE FIRST 20' ON EITHER 81DE OF THE CHMINELWILL WILL BE
° _ 1678 r, ~ _ s cB 732- Bae 1•, -_055 - 7,32 0.38 .,LS 15 40 l5 RCP 9.9 O50°k 33198 333.1,,, I _ i - FES4 CB8 / ' LEFruNDISTLdiBED.
_ I- ; , ~ 5 335.96: 3.e , / Q / ~ - . ~ ~ 12 ' FES 13A CB138 ~ O,SS 7.32 010 0.4 19.0 ~ 84 18 RCP 18.0 800x, 33389, 340.61, ,C8t38 _'„_CB 7.32 _!_0.10 ~ , 0.4__ 347.80 .7.2 c ~ _ ' b. NO FlLL MATERW. L4 TO BE BROUGHT INTO THE BUFFER AND NO SiRUCTUREB ~ _ . ~ . ARE P~IITT®WIiHIN ANY OF THE LMIDISRIAB~ ZONE 1 BUFFBtAAEAB.
- 14063 SF , , ' , ' C4t3B ! C413 0.55 i 7.32 005 0.2 I8,6 ; .139 18 RCP i&0 31Wk 340.81 345.12 C813 CB , 7,32 ~ 0.05 ~ - _ 0.2 356,56__ f1.5. - - ' ~ ~ 7 :1.25%' ~ 345.32 347.06 C811 CB ' 732 : 0.94 ~ 18 351.18 I 9.1 ~ ~ / C613 CBII - 0,55 132 ~ 049 • 1,8 I36 139 18, I RCP, !,9 _.4.... ~ ~ 49 ' , 8. TREE PROTECTION ~NgNG MUST 8E INSTALLED A8 SHOWN ON TF~ CONSTRUCTION
. _ ~ .____.i . 9,36 TEMPORARY 6 60'•$F / CBIi CB10 OSS I 732 037, 1.5,,, 98 139_i 18 RCP 37.9 090°k 34771. 348.96 C810 LB 732 037 I 1.5 353.86 99 ' 8 _ - 359.86 3 8 CBlO CBS, i_,055 Z32, 028 _.1.1 1.1 31 i 15_ RCP, 8,8 050% , 34991 350,06 CB9 CB 132 :028 1.1., ' °RAi"~"osPRIORmANYLANDasnl~x~ACmmES' DRAWING SCALE 1. INLET PROTECT~N YNLL BE PROVDED AROUND EACH CATCH BATpN AND STORM
_ _ _ - _ - ; _ ~ ~ 811,33„ / _ _ . _ t4% ~MEj / ~'TOhs slc~ACe-3a~ , CBlO : CB10A ~ 055 732 _ 067 _2.7,. 7.2, ~„_339 ~ 15 ,_L,,, RCP 10.9, _125h-__34921 350.95 CB10A C8, ,1.32 !,,,,_0;67 i 27_„ 35673 !_.58 ~ , ' ' ' INLETAS~ION810NTl~CONSTRUCTIONDRAWIrGS.
51 04' , _ PERIMETER ~ J)69,. _ - 5 CBIOA ~ CB10B ' OS6 I, 732 I 1 11 ' 4.5 4 5 13115 ~ RCP : 9 7 5 00% 3St IS 358 ~ CB106 CB 132 111 i 4.8 365.40 : 7 4 / ~ A BUF~R , u/ ' ~~l` ~ ' ~..r... , , ` ~ , , 6,REFERENt2:DFL00DPLAINSHOWNFORCARYBRAfKSIONFEMAFlTiMN812008Z800J, HORIZONTAL 1"-100' ~ EFFECTNEDAIEMAY2,2088WITHADDITIONALFL00DSTUDYBYBd~CONBtN.'~10,
CBLI CB32 OSS I 7.32 Ol6 0.6, 1 06,,;. 25 15_,,,j., RCP 73._I OSO~Po 34726 34738 CBf2 CB ~ 7.32 Ot6 ' ,0.6 35118 3.8 - , ~ - DATED MARCH 3.2008, NOTETHAT TI# ENO OF E%MTINO FEMASII~Y Is ATTI'~ VERTICAL 1 "=100'
CB13 CBf4 OSS 7.32 ' 039, -1.6.. - 68 33, 15 RCP , SS,O 110%, 35129 ,1.65, CB14 j MH 732 ;_039 I f.6.._,_ 36089, .,.8,8 : q . ~ 5 C8t5 MH : 7.32 I OS9 I 2.4 36089 B.B - ~ ~ ~ 351.5:2.0• ' 5 RCP ; .,14,4:0:80% B 1 / EIS 1 C8t4 CB15 0.55 i 7.32 OS9 a , DOIMrB'iREAMENDOFTHECULVERTUNDER8'TREET'A'AfDTHEl1001T10lW. ' ~ FLOODSTUDYBEOINSATTHEUPBTAEAMENDOFTHESAMECULVERL
CB15 ~ CB16 i OS5 I 7.32,_ 061 i,_,.25 2,9_„J 32 15 RCP .„3L5_ 080% 35225 82,51 CBi6 CB ~ 7.32_;. Obf 2.5 358.16 5.6 : ~ _a ~ - 1.. CBS6 CBI7 ',...055- 732,,,, 010 0:4_- 04 ,~~.,,_25 SS RCP,,,-_,S.S,_, 080%.,,_,35271, 82:91 CBi7 CB 732 _ 010 0.4 35816 .__5.3 ' 8. IF THE LOTSARE MASS GRADED, ASEPARATE, OR UPDAiED ER0910N CONTROL PLAN _ _ ~ , WILL BE SIIBMIiTED FOR THOSE LOT80URIH<i THE LOTS' CONSTRUCTION DRAN~NG APPROVAL
- _ , - PDIN f TA I . FE95 ~ C818 055 ,7,32„ 044- 1,8,_ IS _f84 15 RCP ,5,9., 1050%i, ,32628 „345,55 C618 CB I32 0.44 1.8 SO,B3 53 ' ~ , ' ' sTAGE BY OTHERS, THERE IS NO MASS a3 FOR THE LOTS SHOWN oN THIS PLAN. DATE
- _ ,.33,000 t. ~ S / 1 F66 0821 055. 732 033 1:3, I 24S 135. 24,, RCP ,,,,_23.0. 150%.7_, 33114_ r _333,17 CB 21 CB 732. 033. l.3_„_„ 34433, _11,2. _ , ~ : ` - 10, TEMPORARY DIVERSION DTTCHES, WHERE oN TF~°E CONSTRUCTION DRAWINGS,
CB21 .C822 ,',.,,055, -7.32-,,,. ,072 __2.8.,, f5.7,,,.- 60 18 RCP -1G1_ , 900% 33941 341,81 , 0822 CB 732 ! 0.72 2.0, 34787 _,,_6.l , - ~ ~ _ i L8 347.87 SS , „CM2 CB23,,,'~,,-,0.55 1 ...1.32 044 „,}.8. 12A .,,,,,75 i 18 RCP . 1.8.0, 150% ,34201 ~ 342,30. CB>3 .!_CB 732. ',_044 , : ~ - - YnLL BE LOCA'T1~ 4' FROM rte TOE of ELOPE AND THE uL~rs OF GRADING ARE x BEYDND &10.08 n~1EYDIUERaION DITt~s. ~HOTEMPORARYDIVEr~oNOrrcH~sst~wN,
W_ - ~ „n e. m ern ,nme ono ea ono oe rme rc t» nn { OA 348.49 5.3 : ~ - - i, AAdDG ~,x°w•wweww~ww,w~we~ww~~we,ewwuK,wwwwwwwwwvw,.w..w,wwr
_CB23 CB?3A 055_ ,_732„ 0.62,. 2,5 , ,102 .,,_136 15 RCP 14.3 320%, 342,88 34724 CB23A CB 732 062 2.5 35235 -5.1 ~v~nuc. its~iivvrawnnu~wwurrivr~amormn'uv~uw~ur~.ure.
CB23A CB25 0.55 732181 7,3 7.7 280 15 RCP 13.6 .240%744 354.16 0825 _CS, 7.32 181 i 7,3_. 359.73. -5.6 LARRY P. BRYAN, T,' ET UX; C825 CB26 0.55, 7.32,,,,, 010 x..,._0.4 0,4 L_. 25 15 : RCP 6A 050%'. 35436 354.48 C626 --CO 732. 0.10 ` 0.9 359.73 _53 . . r D.B.' 11. NETAREAS SHOWN INCLUDE LOTAREA OUTSIDE OF ANY WERANDS OR 10YEAR FLOODPLAIN, 342, of 12. PROPOSED CATCH BASINS SHALL NOT BE LOCATED WITHIN THE FUTURE DRNk1NAY AREAS. SHEET NUMBER
o D 117 3k56 , D, B. 1299, 19. SEED ALL DISTUR90 AREAS WTIHNI FIFTH (13) CAIRGAR DAYS OF COMPLETION.
CB21 CB 20 055 732 110 4.9. 1.7 148 18 RCP 17.6 060%'. 33437 335.25 C820 CB 7.32 1.10 4A MOM, 5.1 - _ TRACT THREE - CB2a, 0827 ,055 , 7,32,,. 003 01 1.9 138 I5., RCP .r 10.9 050% 33550 336.19 C827 CB Z32 003 01_ 342.91 6.7 14. STORM DRAM TO SEDIMENT SAM WILL BE LEFT SHORT UNTIL SITE IS STABILIZED AND ElP S 00 2438" W SEDIMENT BASINS ARE REMOVED. THEN PIPES MAY BE INSTALLED TO Tim TOTAL LENOIH.
31 15 08046 -33784 338.09 0828 ..CB 7.32 -035 _ .4 343.74 5.6 , 32 035 . D. S. 533, PG. 3E6 (Back Ref.) C927 C828 ! 055 1.4 1.8 7... , - ~ 0828 CB29 0.55 732 0,10 0.4 0.9 25 15 RCP - SS 080% 33829 33849 CB29 CB 732 ' 010 0.4-. _ 343.74 _ 5.3 13. FEMA APPROVAL IS NEEDED PRIORTO ANY FOOTBRIDGE CONSTRUCTION ACROSS STREAMS CD=3
RCP 6,3 1.00%, 33550 335.75 CB 19 -CB 7.32 033 1,,3 39033 _ 00 C32o CB 19 ,..,055 _7.32_ 9.33. 1.3 13 _ 25 15 LAND USE.' AGRJCULTURAL FARM AND WILL BE RECEIVED AS NECESSARY BY OTHERS. It NOTE THAT THIS PLAN COMPLIES WRH THE NORTH CAROM STOiMWATERPROGRAM
FfS1 l C0.90 050 732 054 20 20 147 IS_ RCP 10.9 0500h''.,318.30 319,03 C830CB 732 54 2,0324,28 5.3 ANDSITEOREQUMTORECENEALLNECESSARYAPPROVALSPRIORTOCMMUCTION. FINAL DRAWING-NOT
FE98 C831_;0.50 J3042 L5 15 184 15 RCP 5U 1000'h 320.71 33911 CB31 CB 7,32 042 15 344.36 5.3 RELEASED FOR CONSTRUCTION
All 1 Is RCPT exce tSie ~P PI from HW S Io HW 2. Those sectlms are RCP TYPE N jpe

GRAPHIC SCALE
eo 0 2s so goo zoo CONSULTING
` - ~ ~ ~ 2805 Tobermorq Lane
Raleigh, NC 27808
Ph. (919) 818 0180 Fax, (919) 818 9361 (IN FEET ) _ 1 inch = 50 ft.

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TEMPORARYDNGtSIOMDITCN N0. DATE DESCRIPTION r
TtiEEFFaICE
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PUMP STATION - TEMPORARY FORCE MAW CUT , ~ O ~ ~ `3
BARRICADE W/ AREA .DEEDED T0, roHS sicNacE wirHi~ R/w' 4 5

HOLLY SPRINGS OPEN SPACE 6
47529 SF ;7 PROJECT INFORMATION
SP CE 1A O.S.R.B:0. ~ - s
7~ 1566 SF ` ESERVED - ----;p-- ~ o _ 1 ,194 SF -off G'~ r~aECrMAN~G~: ~e
551. , ~ _ _
5 23 _ 9~~F,~ o~, - .~~~z3~ ~.,5 8~'---.-----~.0_' _4.~ ~ 4503 0 INiAWN BY: AJF
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i c 11248 SF 9`2~,pF FE N 05 rJ751 " a,-n
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D~ ~ ~ ~ 5 4 ' 10097 SF o
mem ~a 11921 SF ~ 6'1. ~ E VI_ PHASES 1& E1/E~OPf~E~.T.~.~ POi 2
~ a IM„ FFE=328A CB
N-=- ~ ~ ~ SHADED LOT . r~ ; ~ ~ O2 NOT-INCLUDED WIT D' :LOT. TO BE. SUBDIVLDED~ . Af~D. ' ~ ~ y
DED WITH THIS SUBD~I~ISIO'h1PLAN .

~,~i~Ee~'~~'~~ 100 SF~'~~~! ~,.'rT. 10083 SF ~
i %~o~P SMIN FFE co
~ ='328 5 L ~ ~ ~
HOLLY SPRINGS o
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~ r ; ~ 11302 ; , - !v . ~ NORTH CAROLINA
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~Sp -l~ S 2 i FES2 RIP-RAP CONSTRUCTI \
~ ~ F ~ ,o pno to FaR - 1 R \ ~ NTRANCE FU FU T ~ ~ O OWNER Uf~E. 5:0.00'.: ~J~~ y v
~ ~F'P ~BC/ ~ IN AND BOTT I O.V ~ CL- ~ID o: SST ,5+~ ,oR~.~'s. c 10010 SF r~ ~ ~ CL-RO~V .DONATfC}N Q~~ ,
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~ 32'xe&?3ta5' oEP,rH MW FFE=329..5 ' " ryo ~ ~ STONEMONT LLC
O~\ ~ ~ \ ~ 26` SPILLWAY -
.ap~ N Z J \ o t,~0 i S ~ ~ 11~ 91 SF
109 ....:PAPA
m~o\~~- ~ ~ 1141, SF f? ,
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' NORTH CAROLINA 27512
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SHEET NAME
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AND 10' I.ON ~ ~ ~ ~ \e / ~ T ~~L 11
L`SPREWDER.. .,IO Q \ H ~ - - / P 1 I ~ G~gT~y~ ~ _ ~ GRADINGIEROSION
~ ~ SF ~ q~? :33 '~:a~ p,_". j 'i1412 Si 10274 G 2y~ 4 0 ~ ~ MIN FFE=333. _ , A q~G~ F , P ~ ~ ~ ~ CONTROL PLAN

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s I ~i , w - , r I s ~ ~ - ~ ~ _ ~ 7 s,„~ M FFE~3 I~ B I N .24':5 ~ ~ F 0 O ~ ~ ~ 2806 Tobermorq Lane j ~ ~ 32 Raleigh, NC 27808
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BAY ~ ~ ~ ~ ~ y . 8" SPILL Ah SNOWN ` i I + 1 Dc SN.T FACE
. ~ (~i - X10 SKIMM R PROV,dDED ~ ~ " _ p r ~ ~ LEVEL SPREADER
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B M'. r X. . r " i _ . ~ - o ~ ~ ~ 49'X16' PROJECT INFORMATION
_ z i+ ~ ~ # I~ I I P' ~ J ti ~ ~ _ ' ~ ~ r ~ _ _ _ } ~ I PROJECT MANAGER; RJB
E ~~'~v~~ M `1 ' 1
, r- ~ ~ I r r ~ - 1 X800 SF 7. 1 31 ~ H DRAWN BY. AJF ~ /
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~ ~ I ; 1207 SF ~ ~ 10010~~ S , 10010 S , , -10010 SF 10010 SF _
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~ ~ ~ 15068. t _ _ _ ~~_.FE.E=347.5 1506.5 e - 15 ~ / _
` ~ '.DAM ~ , .1 I.. BARRICADE R S h~ . ~ WAY - - -
1THIN UNDI _ A _ _ ~T. AR , ~ . C ~ PROJECT NAME
- _ _ _ _ . _ ~
_ _ ~0 - - _ ~ , U T~~fUR ~I~ ~ - p _ STONEMONT
A N U~ ~ ~ 1' t 1--, ' o , - _ _ ~ PHASES 1 &2
EC qNC HIGH-WATER ~ -~R E
_ - ~ _ ESM ELEVATION T I ` AT _ _ 1
_ ~ , . ,TOP ED'S i . ~ . , OF DAM ~ T~E PORARY`
~ , 1 _ _ 35 ,
NOTE THAT EMERGENC.. ~ ~ OH'5 ~N AGE
SPILLWAY IS LOCATED - , ,..t ALONG LOT 211 EASTERN'... i /
~ ,
' ' , PROPERTY BOUNDARY LINE .
~ ~ ~
\ \ 1 , ~ 4 HOLLY SP
~ ` : , , / , r RINGS
' ~ ~ t - - a , II J~~;~ 11 Goo; sF NORTH CAROLINA
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_ ' - - I'. , ~ - CARY
~ . ' % ` ` NORTH CAROLINA 27512
~ 30 PERIMETER BUFFER ; , . ~ ' . `I'. I', , 1 ~1 C
1 ~ , l 1 ~ i V V ~ ; I~, ~ ; f, ~ S ' _ - , ' 112 OO S F ~ SHEET NAME
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499 DATE ----~_J7~'' - TEMPORARY 16860 SF
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51 PERIMETER SHEET NUMBER
705 7 05 T / BU
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CD=3C

/ FINAL DRAWING - NOT
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. 1X3,5 DEPTH...... ! ,F \ . ~ ~ ~ , LEVELS E.A .AND 13 CF .,D \ ~ F ~C IN,. ND ~ uVH~EN ADJACENT GRAPHIC SCALE
LLWAY. S.NOWN , r FOREBAY 1 , 2 EASEMENT ~ ~ ~ S tvtER PROVIDED . r ~ \ rn.~, , ~ , . E,A` '1 001,:0 SF. ~ , r ~Q ` T ~ ~ ~ D 'D .1A:.,0,88 C ~ ` o i5 5° goo z°° CONSULTING
MIN FFE•=329.5 0 ~ r I ~ 2808 Tobermorq Lane
j ' ' , 32 X9~i'~3,5 DER.TH 0 ~ 0 ~ Raleigh, NC 27808
r P ,,,r~ / ~ P' (IN FEET Ph, (919) 818-0180 Fax. (919) 816-9381
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, , \ a \ 11 91 SF ;N ~ ~
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, ~ ~ Mile FFE=328.0 ~ , ~ . / . ~ • . EQ, ~JTORA :520 CF 1 O O O U S F ~ ~ »~oRARYav~asroN N0, DATE DESCRIPTION
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RAINAGE AR~As 6.9P.AC. (0 , . ~ ' ~ ~ vor,,~ R ~ A MIN FFE'.....,... ~i ~ o . ToHS sicNACE ~ CROSS-DRAINAGE CROSS-SECTION
3 0 DENUDED AREA: 2;74 AC , ~ Op ~ \ , ~ , I I U~~ . SF / , ~ ~ ( \ ` a°~` ~y =335.0 . 53 X~ 59 X3;5, DEPTFh " ~ ~
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, - , , _ ~ ~ HORIZONTAL. 1"=50'
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F. fLLWAY , n I , L. 33.7 ` . ~ \ ~ PROJECT INFORMATION ~
, _ ;n I . _ , ~ ~ ~ of
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~ 1313 8 S F . v \ • /Lo t'' J`U O DRAWN BY; AJF
' _ U ~ ~ TE~,I SED BASIN 2 ~D AINAGE AREA: `'208 AC ~
/ - , , SF ~ ~ , ~ ~ o 10010 SF . \ , ° ~ UDED AREA: 1.42 AC 34~ DRAWINGNAMEc AVENT1~2.200801
, - 10394 SF , 1 5O6 v \ ~ ,NOTE TH~A R'L`~;..A~.€-rq' - Z, iiSED. STORAGE: 1535 CF
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~ .o ~ ~0• , , • , ' J I L L BE LEFT UNDISTURBED. , . C , I ~ N__EITH.ER SIDE. L~1 ~ 10' SPILLWAY SHOWN NO SKIMMER PROVIDED PROJECT NAME
, , ~ .THIS IS THE 20 0 . , . ~ 112 LF 0 THREE
~ ' I. ~ , ~ ~ OF THE STREAM BANK EDGE , T ; A~ ` 72" CULV RTS WITH ~ STONEMONT
J L BEI~ - ~ 1~E1~ ~ , U ~
~ ~ _ _ , r•. • i ~ i 0~ , \ B Y WILL NCDOT ST NDARDS,
I, ~ , Dc n INCREASE EIGHT OF PHASES 1 &2
I r ~ - ' ~ ~ ` . ~T ` PORARY , ~ ; i j: ~ i~C C A _ ~ ~ 5"~ ~ H C 90' HEAD LL BY 1 ' ` \ I BASED ON LOWER PIPE
, ~ + 1 ; ~ / ,~B R E W ~ v ICAD '
13,63 S , I ~ oHS ~NACE ALKING TRAILS PICNIC ARE,~,S , ~ , A ~VD USE. ' S, F. HOME . . 330 ~ \ \ \ - W
, o~ \ , I ~ , _ o / 639 SF ~~j ELEV. 32 .6
• B ~ 9 8 , . ~ ~ .r ~ . N r ~ r ~ ~ ~ ~ ~9AA,~A ~ ~ ~ OUTER TWO .PIPES
I , ~ F~; A . A ~ ARE SET 1' HIGHER 25-YR H
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/ ; ~ , ~ , 'C I SED, STORAGE: 24"51 CF ,J
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~ 15.861 SF , 2 ~ , ; CARY
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2806 Tobermory Lone
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u % ' _ ~ ~ ~ ~ i TOP OF WEIR SET 1.3'
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. 4 W ' PIPE INVERTS AT 4' II,I v L}p.' L POOL ELEVATION TREE FENCE 4/30 S.S. ESMT. PAST PUMP STA.
NORMAL POOL ELEVATION
C0~ C O N C. D O X su.TF9ifrE 8/10 PERMANENT PONDS 4'' PVC INLET ~
,
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~ 4 ~°L>~ 5 ~ NOTES:
\ 0 I , , ~ _ NOTES:
1, PIPE 1, PIPE INVERTS INSIDE BOX ARE AT NORMAL POOL INVERT. PROJECT INFORMATION
2.PVC1 3, TOP ~ 2. PVC PIPE TEE TOP PORTION TO BE CLOSED. 3, TOP OF BOX TO BE OPEN FOR TRASH RACK ATTACHMENT AND _
OVERFLC J ~ ` OVERFLOW OF WATER. F'ROJECTkWVAOER; RJB
~tAWN BY; AJP

P APPR01~ BY; RJB POND OUTLET STRUCTURE aiAWIIr~ NAME, AvENT•t•2•~o~e~
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R55 \ '17 ~
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1.11 PROPER'TYOYIA83t IS RESPONSIBLE FOR MAINTASIIN0IHE COMPLETED PEiiAWEE1T (WET DETENTION) 1. PROVE P900 (NORTH AM~CIW GREEN) OR EQUNALENT PERMAI~Ii'TURF tiEINFORCEN@IT MAT FROM 1.0' BELOW
POND AS SPECKED IN THE WET DETENTION BA1NN OPERATION AND MAINTENANf~ ADR~11'. THE ELEVATION OF 1HETOP OF BERM ON THE FORESAY SDE, OVERTHE TOP OF THE BERM AND DOWN TOTHE INLET' BOX
2. THE CIFJINOUTAND OISPOSAI.OF 8EDIMENT FROM TtE POND BYTHE CONTRACI'ORMAYBE REQUTR®WHEN VEOE1'ATED SH9F ON THE MAIN POOLEDE 1' GARY
CONDIT~NS WARRANT TF~ REMOVAL #4 REBAR - #4 WELDED REBAR ~OR~t1 CAROLINA 27512
8.'tFE CONTRACTOR SHALL 9LXEDIXEA PRECONSTRUCTION MEETiNG WITH THE TOWN OF HOLLY BPAIN03 WHEN ANCHOR
TFE PEAMAN9~IT(NkTDE1ENTION) PONDETE HASBE~I CLEAR®ANDTHE PONDHASB~i REIO STAIO:D. 1. NOTE FORBASSI PONDS'A','B',ATD'C11iAT11iE PONDS WOl PROVIDETEMpORARY8E08~VT'CONiR01. #4 WELDED REBAR OUTER BAND
4. THE ODVERN~gr1' OFFICE HAVING JUR03DIC1TON FOR WATERSIS~ PROTECTION AND 1TS~t ASSIGNS HAVE TaGHt WITH TXMENSION8 THAT ARE SHOWN ON SHEET C3 FOR BEDRIENT CONTROL DURING COi81RUCTX~t. AFT9tTHE MIN. 1' OVERHANG SHEET NAME ON CONCRETE BOX
OF ACCE88 TOTHE PERMAWENT WET DETENTION P01~(S) FOR INSPECTIONS AND MAMITENANCE ENFORCEIENL 8T>~IFM FUNCTION IS COMPLETE, THE POND WBl BE RENOVAIT~ TO DIMENIONBA'XtITiBiU18HOWN FOR BEST MANAGEMENTPRACtiCE OF11# STTXiMWATETtCONiR01.AB PEtTHE OONTOUR8 SHONRI. INLET BOX INLET BOX
WALL ELEVATION VIEW WALL II ~ PERMANENT
1. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PE (Z8 DAY) UNLESS OTHERWEE NOTFA II WET
2 AU.OUR.ET T~PE88HALL BE RCP iYPE III WITH WATERTIGHT QASKET SEALS. ALL REOIARED MAINIENANCEMID INSPECTIONS OF THIS FACIUTi' SIINI BE THE REBPONSNItITY OF THE it ~I . H
HOIIS:OWNERSA8301~JITION~A88PEgFIE41N Tl#WEf DETENTION BA81N OPERATION M~ MAWTENANCEAO~d~fi'. ll _ i DETENTION POND A
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1.ALL FlLLSdLB FORM SECTION SHALL BE CLEAN M~ERMEABLE MATERW.ANDCOMPACiT~TOATLEAST +Y
A6li STANDARD PROCTOR MAXIMUM DRY DEN~IY, AT OPTIMUM M018'TUAE CONTENT. NO BLASTED MAIERW.B SHAi1. 1. WET DETENTION PONDS ARE TO ~ SURVEYEQ PER GOVERNMENTALAB~BUILT REQIITS AFTER CONSTRI1CT10N II ~I _ DRAWING SCALE
BEUB~ NITHE EMBANKMIENTCONSTRUCTION. 801L8 SHALI.NOTEXH~810rIIFICAM SIEtWUSW~LORDIBPERSIVE IS tDhiPLEtED. 6'
CTIARACIERISTICB. ON~9TTE OEOTECf1rIGILET~N~8HALLAPPROVETHE SOS ~PLI~SX~N1'WTIT~i TIE:SEAMI 2 AS~INLTCERTIFIGITiONTO SIfX.UDE LMNG4YEiLAFDVEGEfATION S~ifORY. 1~=;;~-,=_- ~ ~10RIZONTAL:1"=20'
SECTION. THEOEOTECHI+SCN.EN~tSHNJ.Al308PECS~YTHEMETHODBTOBEUB~FORPIACEME*ITOFFILL. 3.NOTAEESORWOODYVEOETAT~TIALLOYIIEDONBEAFiFLLSECTIONS. VERTICAL:1"=2' ~ _
IFADDTTIONAL UBESAREPLANNEDI~ON THE~iM SECTION T10:0E0'IECHNICALENGIBHALL~ECB~YSO~S BASINTO BE CLEAN®OFSEDM~M~ ORADEDTO FINN. DESIGN ORAD~AND PUINTf~ PEfiTHEVEOETATION PLAIN
SURABLE FORTHATADDITIOrW. U~. ATSUCH111~AS BARN IS NOLONO@iNEEDEDAB ASE08~lENf BASIN.
2 STALL FW.AAEAS OFTa'E 89iM~ A S00.S COMPACTION TEST SHNI BE CONDIICfED EACF126908QUARE 6, A P~CONSTIEICTION MEEfIN018 REQUIf~WttH THE TOWN OF HOLLY SPRINGS PRIOR TO LAND DISNRBANCE DATE
NOT FEET PERVERTICAL FOOT OF FSl NOTES:
~NOTTB:ESOFANYTYPEMAYSELOCATEDONTHEB~MI~CTION. B.MIACCESSEA3EI11EENRSIWI.BEPROVIDFDFORTHEPONDS'MWNTENANCEA98HOMfN. 1, A 1, ALL REBAR TO BE #4 REBAR
_ 2. ~ 2. ALL REBAR AND ANGLES TO 6E RITIIf~iINnuS rnaTFn
tFILL PLACEMENT SHALLNOTEXCEED AMAXIMUM rLIFT. EACH LIFT SHALLBE CONTINJOUSFORTHEEMSaE T. OWNER GRAM ABLANKET ACCESS EASEMENTTOTHEPERMANENT MAINIErANfEEASEMENTFORTHEPERMANENT 3 1 3. THE HOT-DIPPED GALVANIZED 2"X2"X1/4" ANGLES SHALL BE WELDED TO THE SHEET NUMBER
LENGTH OF THEEMBAIIUM. BUM PLACEMENT OF FILL FOR THE BERM SECTION, ALLUNSUITABLE MATERIAL WET DETENTION PONDS. REB REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO
ANDM SURFACE PROPERTY PREPARED FOR THE FILL PLACEMENT. S. THE PONDS SHALL BE DEWATERED BELOW NORMAL POOL, IF NEEDED, VIA PUMPS PROVIDED AND OPERATED BY THE OWNS! THE SHALL BE REMOVED 4, { THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. 4. ANCHOR TRASH RACK TO INLET BOX WALL WITH FOUR EQUALLY SPACED
5. ADD 2-7 LAYER OF TOP $011. TO ENTIRE BERM PRIOR TO SEEDMIMULCHING. HOT HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO INLET BOX BY
O 6. ONE FOOT OF MOM TOPSOIL 8HALL BE PLACED ON TIE 10' VEGETATIVE SH1BF. FIVE FEET OFTHSIS COA COATING, CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS TRASH RACK CD=3E
OUTSIDE OF THE NORMAL POOL AND FAZE FEET OF THIS IS NVSIWM NORMAL POOL. NOT TO SCALE FINAL DRAWING • NOT
RELEASED FOR CONSTRUCTION

~ ~ N . ~ T GRAPHIC SCALE
~ P ~ 20 ° z° 40 ~ CONSULTING
o
, ; 2805 Tobermory Lane Raleigh, NC 27808
ti ~ ~ Ph. (919) 818-0180 Fax. (919) 816-9381 ( IN FEET )
, ~ , 1 inch = ' 20 i't.

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\ ~ . <s.-~-' ~ _ ~ ABOVE THE NORMAL EROSioN coNrRO~ ~ECEND REV~sIONs
' ~ ~ PIPE INVERTS AT _ ~ ~ ~ ~ 4'W X 4'L POOL ELEVATION
~ ~ _ r . _ , CON ~ ~ NORMAL POOL ELEVATIO
.D ~ ~ C O N C. B O X rEMPORARroIUERSIaN DITOH NO. DATE _ DESCRIPTION 4" PVC INLET ~ 4/30 5.5. ESMT. PAST PUMP STA.
Z~
~ ~ _ Q. J. WATER QUALITY POOL ELEV 331.9 g`T a/a.o PERMANENT PONDS IEVEL SPREADER
~i ~ ~ ~ ~Ve ~ ' TEMPORARY 8EDBIENT BASH
TLET o. _ P OU v~ ~6 R s _
~ . p ~ Z. `L 9 ~ ~~B M P ~~L ELE V 330 ® R~RI~POURETPROTECTION
p, LiJ, ~ S{- 0.5, ~ oN
~ ~ SHELF - WATER INTAKE with 1" orifice
~ ~ ~ , 1.5'
M ° ~ FRO 2 MIN
? 9 INV. TO BOTTOM ,0 3:1 SLOPE
°

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~5 ELEVAT ELEVATION VIEW
i ~ ,
NOTES: NOTES:
~ ~ ~ ~ . 1. PIPE IN 1. PIPE INVERTS INSIDE BOX ARE AT NORMAL POOL INVERT.
~ ~ 0 ~ 2, PVC PII , 2, PVC PIPE TEE TOP PORTION TO BE CLOSED•
~ 3. TOP OF ~ ~ - Y ~ OVERfI.OW 3. TOP OF BOX TO BE OPEN FOR TRASH RACK ATTACHMENT AND OVERFLOW OF WATER. PROJECT ~NFORMAT~ON
s ~
~ ~ `
\ 0 ~RaECr~: RJB
_ P C POND OUTLET STRUCTURE DRAwasY ~F
. NOT TO SCALE ~
0
i ~ DRAWING NAN'I:, AVC~IT 1.2.2008061
. ,

PROJECT NAME
~
, T STONEMUNT
,N
T PHASES 1 &2

. . t _ ~
, ~ _

HOLLY SPRINGS
. . . _
. . NORTH CAROLINA
. . . _ . , . ~
~ ~ OWNER
. _ _ , ~ ~
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I PG

STONEMONT LLC

1. THE PROPERTY OWtS:R 18 ~ONSNI.E FOR MANTANNO TFN COMPLEtED P~WS~ti' (WET DEiENfIONI 1. PROVIDE P300 (NORTFI AMERICAN OREENi OR EQUNALEITTPEAMAI~EM'TURf REq~FORCEtiE'Ni' MAT FROM 1.tP BELOW - _ TOP OF CDNC. BOX 140 TOWERVIEW COURZ
POND AS SPECIFIED N 1HE WET DETEN110N BASH OPERATION MID MAN1'ENANCE AUNT. THE ELEVATION OF THE TOP OF BERM ON THE FOREBAY 81DE, OYERTHE TOP OF TIE 88i61M~ DOWN TO THE INLET BOX GARY
2 THE CLEANOUTAND DISPOSAL OF BEDIMENi'FROM THE POND BY THE t~NiRACrOR MAY BE REQUIU~WHEIV VEOETA'tED SI#1F ON Ti# MAN POOL 31DE
CONDIi1dNS WARRANT'THIS REMOVAL #4 REBAR -~+'T~ ~ -~--r #4 WELDED REBAR NORTH CAROLINA 27512
3. THE COMRACTOR SHALL SCHEDULEAPRECONBiRUCI~N MEE11N0 WRH THE TOWN OF HOLLY SPR016S WHEN
TFIEPERMAHEM DETENTION POND 8t1E HAS ~I CIEARE4 AFS) THE POND HAS BEEN fNID 8TAKED. 1. NOTE FOR BASH PONDB'A",'8', At~'CTiIATTtIE P01~8 WN.1 PROVIDE 1FJJPORARY 8®B~Nf CONiROI M~'T 1 ANCHOR #4 WELDED REBAR OUTER BAND
4. THE GOVERrNS11T OFFICE HAVNO JURISDICTION fOR WATERSHED PROTECTION AND THES~ASSIONS HAVE Rlt#TT WI1H DNENiKONS THATARE SHOWN ON SHEET C,9 FORSEDIMENT CONTROL DURNO CONSTRUCT~N. AFTER THE MIN. 1' OVERHANG SHEET NAME - ON CONCRETE BOX
OF ACCESS Ta THE PERMMIENTWET DETEN110N S) FOR INSPECTIONS AND MANTENANCE ENFORCB~ENT. SEDIMENT FUNCTION N COMPLETE, THE PONDWNL BE RENOVATEDTO DIMENIONSiCISiERIA SHOWN FOR II INLET BOX WLET BOX -
BEST MANADEMMIT PRACTICE OF THE STOAMWATER CONTROL AS PERTHE CONTOURS SHOViN. WALL ELEVATION VIEW WALL - PERMANENT WET

1. ALL FOISTED CONCRETE SHALL BE MINMYILE13000 PSI {2S DAY) LN~ES4 01HERWISE NOTED. II I! ~ ~I nil
2 ALL OUTLET PIPES SHALL BE RCPTYPE III WITH WATERtN#f I' GASKET SEALS. Wl REQI~ED MAINR7IANCE AND M18PEC110NS OF THIS FAf~RY ~iNl. BE THE RESPON818tltY OF Tip DETENTION POND B
HOMEOWNERSASSOC0ITK>H, AS SPECIFIC IN THE WET DETENTION BASH OP9IATION AND 6VINTENANCE AOREFa1CNT: il.:

1. ALL flLL SOILS FOR BERM SECTION SHALL BE CLEAN, M~CRMEABLE MATERUd.AND COMPACTEDTO AT LEAST 9EMEB6L~S
80% STANDARD PROCPOR MAXIFNNJ DRY DENN'TY, AT OP'tUJUM MOISTURE CONTENT'. NO BIJI8TED MATERW.8 SIIMl. 1, WET DETENTION PONDSARE T08E SURVEYED PEROOTA~ENTAI ASBUO.T REQUREMENTSAFiER CONSTRUCTION II II , I DRAWING sCALE y
BE USED N THE EI~AiIIOJEIiT ~I. SOS.88HALL NOT E%HNTT ~ BHRMNUSINELL OR DI9PERSNE IS COMPIJeTED. ~6 HORIZONTAL:1"=20'
CHARACTERISTICS. ON~ITE tIEOTECIBNCAl8101NEER NIALLAPPROVE THE 80N.8 FOR PIACEMENTWRHN THE SEMI 2 AS~lILT CERTIRCATION TO NCUlDE lMNO WETIJIND VE(Srl'ATION INVENTORY.
SECTION. THE OF.OTEgII~AL EN131NEER SHIW.AI.SO SPECIFY THE METHODS TO BE USED FOR PLiCEMCi~f T OF FLL 3. NO TREES ORWOODYVEQETATKMI ALLOWED ON BEAM flLL SECTK>H8.
ADDIiIONAI. USESARE PI~INS:D UPON THE SEMI SECTK>N THE OEOtEfSiNICAI ENttBMALL SPEl2FY SOILS 4. BASIN T08E CLEANED OF SEDNENT, GRADED TO FNAL DESKTN GRADES AND FLATBED PERTHE VEQETATK>N PLAN 6
SURABLEFORTHATADDTTIONALUSE, ATSUCHTII~ASBASINIBNOLONOERNEEDEDASASEaMEM'BASIN. DATE
2 N ALL FNl AREAS OF THE BERM, AS0~.8 COIiPACTiON LEST MALL ~ CONDUCTED EACH 2600 SQUARE 5. A PTIECOWSTRUC110N MEETN~K313 REQUMt~ WITH THE TOWN OF HOLLY SPRINGS PRIOR TO LAND DIBiURBANCE NOTES: &10.09
FEET PERVERTICAL FOOT OF FLL FORitiE PONDS.
a 1u 1NICee CIeLYil•1Reu111 ee MeieiiewlM TII!•M\Il~d a?Ill}CLII?Ifll le QlWUI 1 AI I RFRAR T(1 RF ~a RF'ReR PLAN VIEW
& NOTREES OF ANYTYPE MAYBE LOCATED ON THE 9E M SEUMM. o. m rwuca~ r eo~~ orwu. x rnvrw~u nm m~ nmw ~runc~w~vc na ~nvnn. „ .w,,, 2. ALL REBAR AND ANGLES TO BE BITUMINOUS COATED.
4. FILL PLACEMENT SfWLNOTEXCEED AMAXIMUM rLIFT. EACH LIFT S LLBECONTINUOUSFORTHEENTIRE 7.OYWVER(GRANT'8ASLANKETACCESBEASEMENTTOTHEPERMANENT MAINTENANCE EASEMENT FORTHEPERMANENT 3. THE HOT-DIPPED GALVANIZED 2"X2"X1/4" ANGLES SHALL BE WELDED TO THE 'SHEET NUMBER
LENGTH OF THE EMBANK ENT. BEFORE PLACEMENT OF FILL FORTHE BEAM SECTION, ALL UNSUITABLE MATERIAL WET DETENTION PODS. REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER.
SHALL BE REMOVED AND THE SURFACE PROPERTY PREPARED FOR THE FILL PLACEMENT. S. THE PONDS SHALL BE DEWATERED BELOW NORMAL POOL, IF NEB, VA MAPS PROVIDED AND OPERATED BYTHE OW ER 4. ANCHOR TRASH RACK TO INLET BOX WALL WITH FOUR EQUALLY SPACED
LADD2-rLAYER OFTOPSOM.TOENTIREBERM PRIOR TOSEEDIN MULCHING. HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO INLET BOX BY
& ONE FOOT OF AMENDED TOPSOIL SHALL BE RACED ON THE IWVEOETATIVE SHELF. FIVE FEET OFTHIS IS CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS CD=3F CCOATING. TRASH RACK
OUTSIDE OF THE NORMN.POOL AND FIVE FEET OFTHIS 18 INSIDE THE NORMAL POOL NOT TO SCALE FINAL DRAWING • NOT
RELEASED FOR CONSTRUCTION

v , I I ' ' N
1 ~~l 36 ~ , , ~ _ GRAPHIC: SCALE
~ `1 1 I t i,, ~ so o ~o zo ao 80 CONSULTING
~ 1 ~ 1, 1 , f ' 2806 Tobermory Lane
4 Raleigh, NC 27608
~ , Ph. (919) 818-0180 Fax. (919) 818-9381 ( IN FEET )
~ ' . ~ , 1 inch = 24 ft.
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4 ? EROSION CONTROL LEGEND REVISIONS
Ir ~ I . 1 I'•
J _
i 1 TOP 0 F WEIR SET 1.9' ~ N0. DATE DESCRIPTION
I A B 0 VE THE N 0 R M A L ~ ~ 4/30 S.S. ESMT. PAST PUMP STA.
i~ l
. w ~ : ~ PIPE INVERTS AT ~ 4W ~ ~ k 4'W X 4'L POOL ELEVATION „ ; s/;.o PERMANENT PONDS
. ~ - ~ NORMAL POOL ELEVATION CO[\ CONC. BOX 4" PVC INLET
o ® I~woun.ErPROtECnoN
9 9 WATER QUALITY POOL ELEV 325.3 ~
i ~ ` i ~
' TLET P OU RC
~I~RM ~.I_ ELEV 324.0
o S
1,, SHEAF 0.5' --WATER INTAKE with 1" orifice
I ~I , 1.5'
` i ' ~ -0 2.0 MIN. FROM
~ I N V: TO B 0 TTOM 3:1 SLOPE
w 1
`•w 1 1 1, 11 O
1
i'" ' (1 ` ~ 11 D

1 11
1 ~ ELEVA li ELEVATION VIEW
1` 1
l , NOTES: NOTES: PROJECT INFORMATION
r
t. PIPE 2. PVC I 1. PIPE INVERTS INSIDE BOX ARE AT NORMAL POOL INVERT. 2. PVC PIPE TEE TOP POR110N TO BE CLOSED. PROJECTMANAGE~ RJB
~~ti ~ L''7 3. TOP i 3. TOP OF BOX TO BE OPEN FOR TRASH RACK ATTACHMENT AND
(f --I OVERfLC ~ OVERFLOW OF WATER. DRAWNBY, AJF
APPROVED BY. RJB
I ~ 1 , , DRAWING NAME: AVENT 1•Z•20080810
1 P POND OUTLET STRUCTURE
~ ~ \ NOT TO SCALE
, PROJECT NAME
, , \ ~ ~
1 `I ~ r , Q ,w~
l l~ ,~~i STONEMONT
l J~ ~ ~
PHASES 1 &2
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1 ~ 1 ~ ~
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. I - ~ - 9 ~ HOLLY SPRINGS
_ _ ~ -
NORTH CAROLINA
~ ~
't ~ , \ owNER

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, w.. ~ , 1PG
, ,
~ , ' . STONEMONT LLC
\ 1 ' 1 •N
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1 1
,,2~
1. THE PROPERLY OWNER E ~ FOR MABO'AININO THE COMPI.Et®PCiEIANENT (WET OETENTION) 1. PROVDE P300 (NORTH AMERICAN ORE@I) OR EQUNALENT PERMANENTTUAF REINFORCEMENT MAT FROM 1.7 BELOW
POND A8 SPEC~IED IN THE WET DETENTION BASIN OPERATION AND MAINTENANCE AOREEIiENT. THE ELEVATION OF THE TOP OF BERM ON THE FOREBAY SEE, OVERTHE TOP OF THE BERM AND DOWN TO THE 1/2, T4P OF CONC. BoX 140 TOWERVIEW COURT
INLET BOX CARY
2 THE CLEANOUTAND DI8P06M.OF SEDIMEM FROM THE POND BYTHE CONIRACTORMAYBE REQUIR®WHEN VEOETAIED SHELF ON THE MAIN POOL SIDE. 1'
CONDI110NS WARRANT THE REMOVAL #4 REBAR #4 WELDED REBAR NORTH CAROLINA 27512
3. THE CONIMCTOR SHALL SCHEDULE A PREOONSTFBICTION HEELING WI1H THE TOWN OF HOLLY SPRNN3S WFBBV ANCHOR
THE PC~IArENT (WEr OEIENI'ION) POND SRE WIB BEBV q.EARED MIDTHE POND W18 BEEN FIELD STALED. 1. NOTE FOR BASSI PONOS'A', "B', AND'CTHATTHE PONDS WILL PROVIDE 1EMPORARY SEDM~R CONtROI #4 WELDED REBAR OUTER BAND MIN. 1' OVERHANG SHEET NAME
4. THE O~IEANtiIENT OFFICE HAVN0,11CfION FOR WATERSFBBT PRO1~fION MID TI~RAS81(~IS HAVE RI0111' WITH DB~ENSIOPIS THATAI~ SHOWN ON SHEET C3 FOR SEDNArTIT CONTROL DlBt1110 CONSTRUCTION. AFlERTHE ON CONCRETE BOX
OF ACCESS TO THE PERMAIErTI' WET DETENTION POND~8) FOR ESPECTIONB AND MIUNTENAN~ ENFORCEMIENL SEDIMENT' FUNCTION IS COMPLETE, THE POND WILL 8E RENOYAT~ TOOIMENIONSfCRITEAIA SHOWN FOR BESTMArU0E6ENT PRACTICE OFTHE8T0RMWAIERCONI'ROI.AS PERTiE t~NTOINtS SFIONM. INLET BOX INLET BOX I II
WALL ELEVATION VIEW WALL II PERMANENT WET

1. ALL POURED CONCIETE SHALL BE MSNB~IUM 3000 P31 ~ DAY) UNLESS OTHERWISE NOTED. II _ _ ~ _ DETENTION POND "C"
2 All OURET PIPES SHALL BE RCP TYPE III WRH WATERTIGHT' OASIETSEALS. ALL REQUIRED MAINiENANCEMVD OVSPECTION8 OF THIS FAdLTTY SHALL BE THE RESPONB~tiY OF THE HOMEOWNERS ASSOCIATION, AS SPEC~IED IN THE WET DEtENT10N BASIN OPERATION AND MABi11ElANCE AGREEMENT.
II
(I _
1. ALL FILL SOILS FOR BERM BECtION SHALL BE CLEAN, B~ERMEABLE MATERVIL AND COMPAC't®TO AT LEAST ti~AL~4ffS
9lPJi STANDARD PROCTOR MA>dMUM DRYDENSRY, AT OP11MNlM MOETIIRE CONTENT. NO BLASTED MAT~ALS SHALL 1. WET DETENTIOW POND8 ARE TO BE SURVEYED PER OOVEANMETITAL A&BUTLT REQUREIMEMS AFTER CONSTRUCTION II. ~I ~ DRAWING SCALE 6
BEUSEDINTHEEMBANIO~ITCONSTRUCTION. SIWLNOTE>alCilITICANTBHRINKISIMEIlORDOTP9ENE ISCOMPIET®. ` ~ ; HORIZONTAL;1"=20'
CIiARACTERISTIC8.ONSITE 0E0TECHI~SCAL EI~KLINEEt SHALLAPPROVE1FE80B.S FORPLAC~ITWITHINIFEBEAM 2 AS~BUILTCERTFTCATIONI'O NIp.UDE INBB?VYEILMIDVEOETA110N MVENTORY.
SEC110N. THEOEOIECHNICALEN011~tSHNLlU~80~EC~YTIEMETHODSTOBEUBEDFORPLIU~EN1'OFFSLL. 3. NOTREE80RWOODYVEOETATIONNIOWEDONBERMIflLLSECTI0N8.
IFADDmONAI USES ARE PLANNED UPON THE BEAM 8ECTION THE DEOTECHNICAI. tB1011~R SHALL 8PEt3F1f 801L8 4. BASIN TO ~ CLEMED OF S~Br1EM, ORADEDTO FOAL DESIGN GRADES AND PLANTED PER TIE VEt~ETATiON PLAN
SURABLEFORTHATADOH10NAi.USE. ATSUCHTBEASBATUNISNOLONOERNtEDEDA8ASEDIMENTBABBr. DATE
21N ALL FlLL AREAS OFTCE BERM, A 808.8 COMPACTION TEST SFULL BE CONDUCTED EACH 2600 SQUARE !L A PAECON8TRUC110N MtO:TINIi l8 t~1181ED WTM THE TOWN OF HOLLY SPRIN08 PRIOR TO IaND DISI'UABANCE NOTES: 6.10.08
FEETPERVERTICAI.FOOT OFFILL FORTHE PONDS. 1. ALL REBAR TO BE #4 REBAR P A I
~ NO TREES OF ANYTY?E MAYlIE LOCATED ON THE BEAM SECTION. & AN ACCESS EASEMENT SHALL BE PROVIDE FORTHE PONS MAINTENANCE AB SIIONIN.
L. ALL KEBAK AND ANGLES TO BE BITUMINOUS COATED.
4. FILL PLACEMENT A MAXIMUM S' LBT. EACH LIFT SHALL BE CONTMOU9 FOR THE ENTIRE I.OWNER GRANTS A BLANKET ACCESS EASBMTOTHE PERM ENT MAN~TErU NCE EASEMENT FOR THE PERMANENT B?HN.L NOT EXCEED 3. THE HOT-DIPPED GALVANIZED 2"X2"X1/4" ANGLES SHALL BE WELDED TO THE SHEETNUMBER REBAR TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO
LENGTH OF THE EMBANWETT. BEFORE PLACEMENT OF FILL FORTHE BERM SECTION, ALL INVSUITABLE MATERIAL WET DETENTION PONDS. THE MANHOLE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF THE RISER.
SHALL BE REMOV® AND THE SURFACE PROPERTY PREPARED FOR 'THE FILL PLACEMENT. L THE PODS SHALL BE DEWATEtED BELOW NORMAL POOL, IF NEEDED, VIA PUMPS PROVIDED AND OPERATE) BY THE OWNER 4. ANCHOR TRASH RACK TO INLET BOX WALL WITH FOUR EQUALLY SPACED HOT-DIPPED GALVANIZED STEEL CLAMPS, EACH CLAMP ATTACHED TO INLET BOX BY
&ADD 23' LAYER OF TOP SOL TO ENTIRE BERM PRIOR 70 SEEDINeAiLLCHING.
B. ONE FOOT OF AMEN TOPSOL SHALL BE PLACED ON THE IWVEGETATNE SHEF. FIVE FE T OF THISIS COAT//" CONCRETE ANCHOR BOLTS, EACH CLAMP TO BE COATED WITH A BITUMINOUS TRASH RAC K CD=3G
OUTSIDE OF THE NORMAL POOL AND FIVE FEET OF THIS 6 INSIDE THE NORMAL POOL NOT TO SCALE FINAL DRAWING - NOT
RELEASED FOR CONSTRUCTION

GRAPHIC SCALE
° 5 z° ~ CONSULTING
2805 Tobermorq Lsne
Raleigh, NC 27808
Ph. (919) 818-0180 Fax, {919) 818-9381 ( IN FEET
1 inch = 10 ft.

l
f
350 POND "A° j TURF R~iNF. t

100-YR., 24-HR ROUTING - 328.4
MAT ON BERM
100-YR., 6-HR ROUTING - 328.0

3:1 10' DAM I, 5' BERM SLO ....329.50 328,00 FORE 3 :1 MAX ° WATER QUALITY POOL - 327.3

S ~0 P E SEDIMENT ELEV. - 319.0
REVISIONS

- NORM. POOL 326.00 N0. DATE _ DESCRIPTION _

SHELF 326.5-325.5 322 316.00 FOREBAY 2 2 ° 0 0 4/30 S.S ESMT. PAST PUMP 6/10 PERMANENT PONDS

6'
3:1 MAX. MAIN POOL 58'X18'X6'

SLOPE. ~90'X65'X10' A BERM ELE'V: _EVo

AT NORM. POOL

300

10+00 11 +00 12~- 00

PROJECT INFORMATION

350 POND °B"
TURF RJNF. ~ PROJECT MANAGER RJB 2 :1 I V I A ° oRAwN BY; AJF~

MAT ON BERM S ~0 P E FOR loo-YR., 24-HR ROUTING - 333.3 APPROVED BY: RIB
.DAM 334. C 332.00. FOR - NORM. POOL 330.00 5' B' R , , . 100-YR., 6-HR ROUTING - 332.6 DRAWIH<iNAME, AVENT•1.220I
ROAD R A D WATER QUALITY POOL - 331.9

FOR SEDIMENT ELEV. PROJECT NAME E 323.0
STONEM~NT . ...BAY. .

BAY SHELF 330.5 329.5 PHASES 1 &2
324000
i
320.00 .

FOREBAY
3:1 MAX MAIN P00 F0 SLOPE ~100'X65'X10' 50 AT NORM. P OL AT BE 30C
N50'X34'X8'

HOLLY SPRINGS
T BERM..EI~E1/
NORTH CAROLINA

OWNER

12~- 00
10+00 11+00 IPG

STONEMONT LLC

350 POND °C' ' ~ TuRF REiNF.

100-YR., 24-HR ROUTING - 326.8 140 TOWERUIEW COU
MAT GN BE M CARY
100-YR., 6-HR ROUTING - 326.5 NORTH CAROLINA ~~~5

3 ° 1 MAX WATER QUALITY POOL - 325.3 ° °
10' DAM 5' BE M
S 0 P E SEDIMENT ELEV...,. - 316.0 SHEET NAME
PERMANENT WET
327.50 326.00
FORE DETENTION PONDS
- NORM. P OL 324.00
BAY
SHELF 32 .5-323.5 .31800.0.. .
3:1 MAX DRAWING SCALE

SLOPE 313.66 HORIZONTAL;1"=10'

M IN POOL ~12 'X80'X10' ~5 AT NORM. POOL AT B ~ O R E B AY VERTICAL. ~"=~o~

N50'X36'X8' DA TE

AT BERM E~E1/°
i
300 SHEET NUMBER

10+00 11+00 12+0o CD-3H

FINAL DRAWING • NOT
RELEASED FORCONSTRUCTION

~ 1 ` ~ ~ ~ . ~ ' ~ ' ~ ' r ~ NOTE 1HAT ALL AREA WITHIN CFBI,(CAPE FEAR BUFFER ~
20NE 1)•WiLI BE~LEFT UND~STIJRB~D. 1~1 ~ ; ~ _ - ~----•=~r'~_.,,t°" i ~ v. 9 IS THE _ _ _ _ o . ; , ~a 20 ON EITHER SIDE 'OF THE STREAM BAN ' GRAPHIC SCALE.
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, ; S i ~ ~ _ l ~ ~ r~ , . H a ~ y~ ~ t , ~ fJ y~ ` ~ 1 CULVERTS, w~'•? ~ r+ STREAM l~R PI('ESi C~~j,
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r , ; ; ~ ~ , 0 / ..x..222 p~ ~ : ,j, . J . rRA """0 REVISIONS
: , . , , 224 ~ , • , ~ . r ~ ~ , ` cs'., C' R~/~y~' ~ ~w~itta ~ z 2~~p L` ~ ~ 1"045
. - y I , v`~ , , ~ • 1, ~IN;40' OF PAVED a ~ " ~ . ~ ~ CCN'lROL CORNER ElP OISTUR NC MIN FF~E nrce~ ; ~ ~ / = 2429 1 -333." N0. DATE DESCRIPTION
r,! ( ~ ; ~ ~ ~ ACCESS ROAD TO ~0 ' 1EE,ON RORd , !;v I~~ ~ \ 12 WIDE _ VALVEBAfDOtEF ~ , \ ` PUMP''STATION NEAR ' . ` ~ , ~ s• ABC DRIVE ...Line Bends 'Here oct~lo~.'eol~ , d . ; MH , , ~ i THE. END. OF ROAD B VKVEBANDOIEPLUbFCR ~ r;~ ~n~ ~ sas: /
' : ! r . ~ ` TO PUMP STATION CJWRIEAPa~E , E _F1 ~ , . ! ' ~ wITHIN ao EsMr PUMP STAIIQN 0 f C~V 4/30 S•S. ESMT• PAST PUMP STA.
_ OPEN ' ~ - ' EE ENLARGEMENT .cos AREA DEEDED TO 2.21. , ~ \~o, . , ' ~ ; ! $ , ~ HOLLY SPRINGS O EN 4 5 y i N' CE ~ ~
. r, S P A~ E 2 A SPACE . . ~ ~ ~ B, ~ ~ ~1 SF
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F °b-'r& ~ ,v y , , - I I FOREBAY, I 2a EASEMENt ~m~ ~T = B78 76 WHEN ADJACENT, ~l ~ ~B78=0.76 C ~ rb~
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247 _ DRAWINQ NAIL; AVENT 1~2.20080610 ~o
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. . EPi~ \ ~ PHASES 1 &2 R''
~ ~ , '~a o r ~ MH - 3 0 _ a/ p(q ~I, I ~ i Ml~
, I ~ ~ 5. PERM. -AREA TO ,H I ,I o 05 ~ x. ~ w ' H POND B =6.9 A ~ , o , , , o o, r M p!. ~ I ` iP a ~ , .W, 114
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t NO _ ~ ~ TE TM ~ Z ' HOLLY SPRINGS
i F81 (CAPE °~„gi, , `,DAM EMER, SPILLWAY ' ~ I .U~l I ~ ~ , II WILL BE LEFT UNDISTURBED , ! , i kk L < . - - _ _ _ ' IS THE 20'"ON EITHER SIDE , z~~;
W THIS - . r MH 1 ` ZO' p , I OF THE STREAM-BANK EDGE ~~r j i . p..p Fa ; ~1DaBE ETER ~ I : \ ~DE~ . ' ~ . ~ rExANivA Pa ut. ~ ~ NORTH CAROLI NA
' I ~ ~ RECREATI01~ ~ . _ - ( c ,1 S, 032219 W ~ 7 ~ HIGa WATER ~NgNCE F ~ . ~ ~ . BY !SILL ,
. ~ ~ , : ~ .,,E ~ . _ ~rr.11 . 7 ` ~ ~ ~ lEVA110N AT 69.19.._.. C ~ \ ~ ` J ~ ERA , AREA 1B TOP OF DAM 5) ` ~ - AREA' = 13.561 AC'
s ` ~ 350.5 NOTE THAT EMERGEN ~ _ Q / ~ j I . LKING` TRAILS/PICNIC AREAS _ 11 , ~ILLWAY IS LOCATED . ~ ; , ' rt i , `0' .l ~ ' \ ' LAND USE•• S F. HOME OWNER AREAS, , y~\ '
r ' ~ , ALONG LOT 211 EASTERN ~ 1 , ~
PROPERTY OUNDARY UNE;', ~ , , h , ; , ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ 123 , ~o
1 i ' - m~ Via. ' 0" ~ _0:37 ~ ~i`~ 1 V , 1 ~ ~ ~ N r.1 ~
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. , ~12 _ f . , , - I I?,B. 6585, .RG. 847 ~ CAPEFEARBUFFERNOTES; ~ ~ ,.CAPE~aRRnr~eA~Ne~su~saO~EAa~BroEOFT~EraPOFSn~MBAN~. 140 TOWERVffW COURT
_ ~ , 1 , ; , LAND USE• FLE7RlCUL LURE- FARM _ . \ , y , . I~ 1 , - _ _ , 2 ZONE CFB1(CAPE FEAR BI~FERZONE 1)18 TO BE LEFTCOMPLETELY IAiDIBi1JRBE0.
C - - I ~ . , ~ ~ 1 a ~ , aNOFlLLMATERIAI.~TOBEBR000HTINfOTHEt~B1A~N~~~E CARY
i ` r~,~sr, ` , { r ,r 6106 -1.11 ; . , , _ . , , a,~2 ~o. ~ ~ , , _ c ~ORAO~MIGA~NDO ERLAD 1GACTINIESAREALLOWEDa1~YINZONEl~B2 NORTH CAROLINA27a12
'+~y ~ ~ ' ~ ti d F, ~ 1 r 3 , , , ~ ~ (CAPE FEAR BUFFER ZONE 2?. IIOMIEVER, THERE ACfINTEB MUST BE PERFORMED IN A MANNERA8T0 PREVETV! DAMAGETOTHE ROOTS OFREMNNMKi TREESAND PI
,.o ~ ~ ~ ' , v ~ , i AccoRUANCEwm+arA~EANCmwNREC~.AnoNS. SHEET NAME
, , ~r ~ ~ > . . _ 127 - o. Ao1~ruM sauARE FoorAGE of LOT'S ARE PROwoEO OUTBDE OF FLOODt+1AwAREAS. aour~oEeouNawYOPeI~RSw~eEM+w~own~Nn~PROhcrwN~NaNO
, ` ' , , ` ~ c~ ' ~ , • , ~ ( ~r " PRIORTOIANDDl8'NRB8r00FTHEINOMDUALLOTS. 'flRMWATER
, , , , ` r ~ / , ' , , ~ ;
_ _ 1 , , , - . ~ , _ _ - 499 36 , DRAINAGE
„ , , v ~ ~ A A 4 - /1 - / . S 08'11 NOTES; AREA PLAN 1. A PREi~NBTRUCtION MEETAVO WITH THE TOWN cor~TRUCTION INSPECTOR
33 - , , ~ v , --J' , ~ ` ' , i ~ : O , D4 ' ERIMETER ' 69 AND ENU~oN1~NrAL sPECIALIBT (919657WR1, 8E REQUIRE4 BEFORE
517 eu~ 5 R , , S~IBIO ANY CONBTRUCIION• 2. DISTlIRBEDAREAFORBEPARATE PHA8E8WMiBEDEIERMWEDDUf>810
„ . , , - r ~ , . , I, ` - no: DOPISTRUCTION DRAwB+o ffiI~ImAL BTAGE
, 9, ALL CONSTRUCTION 81W1 CONFORM TO TOYYN OF HOLLY 8PRN08 ANDIOR DRAWING SCALE Ncoor DE~oN are coNSrRUCrbN BTAI~ARDB,
i ~ 4.T}IE90'EACNBNIE(80'TOTN.)CAPEFEMRNERBUff~8ARE0ENGtEDBYHATCHED HORIZONTAL:1"=100'
' ~POrniT A , , ' , j , MARK80NPLANS. iNEP8t8T'Z0'ONEITF~R810EOF1HEtBVJ~WN.LWLLBE ~ ~rur~sru~0. VERTICAL; 1"=100'
' , / , , _ Sz. . , , _ _ _ s. NO Flu MaTERU~ ~ m eE Baoua+r lNrotNe BUPP~AND NO SraucruRES
' _ - ~ _ ARE PERMRTED YVIiHIN ANY OFTHE I~1D1811If~ zONE t 81~FERAREAB. y ~ ~ ~ arr~Pao~cnoNFoMUSraEINSru~ASaoNTMEOON~
DRA1MNt~8PRI0RT0ANYLAND018TURBINOACtiVll'~8.
- ~ ' t ' , ARf~Y.P. -~RY,4 ET'~ X ~ , . , ~ L ~ N~T; ~ ~01N1~rPROtECnoNw~l.eEPaovnmAROUNDEACN cNBA~N DATE i ~ ~ ~ ~ ~ CAT AND 8TORM , . 342.Ot' BEET AB SHOWN ON THE f~IV81RUCitON DRAWINt3El
. ~ ~ ~ 170 l D.B. 1136q , ~ . p Fl.ooDPiAw SHOwN FOR CARYBRANCH qV Fp~u?F~118720052800 EFFE fr10-09
, , ` TRACT THREE - ' , - E!P ~ DATE MAY 2, 2D08WQH ADDITIONAL FLOOD STUDY BY 88F CONSIA.1'ING, DA1ED MARCH 9, 30D& S ,CO 24.38 W E!S 12.IFTI~ lOT3 ARE MASK GRADED, A SEPARATE, OR UPDATED E CONTROL PLAN
u~~ i er a eunren me ~ru~r i nre N ieru~ ewie~ee uMtii we~uru~ ireetiiu e~~wr
r i& TEMPORARY DIVERSION DITCHES, WHERE SHOWN ON THE CONSTRUCTION DRAW OS, SHEET NUMBER
LAND USE.•, AGIRICUL WAL FARM WILL BE LOCAIMN FROM THE TOE OF SLOPE AND THE LIMITS OF GRADM ARE 7 BEYOND
THETEMPORARYDIVERSIONDITCHES. IFNOTEMPORARYDIVERSIONDITCHISSHOWN, THE UMITS OF GRADING ARE = 00 V FROM THE PROPOSED TOE OF SLOPE
t 14. NETAREASSHOWN WaJM WrAREAOUTSIDE OF ANYWEMNDSOR IWYEARFLOODPLM
I& PROPOSEDCATCHSASINSSHALLNOTBELMlMWRHINTM FUTUREORMAYARFJIS, CD=4 It SEED ALL DISTURBED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION.
, 17. PLAN IS St"CTTO REVISIONS DURING CONSTRUCTION DRAWING APPROV& PROCESS. FINAL DRAWING -NOT
RELEASED FOR CONSTRUCTION

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PLANTING DETAIL OF POND B ~ ~~8~~ PROJECT INFORMATION °
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5-MH ° PROJECTMANAGER; RJB
100-C DRAWN BY: TMT
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DRAWING NAME; AVENT-1.2.20060610
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PLANTING DETAIL. OF POND A 5 5 a„ uryk ] . '
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VIII ( ) CONSTRUCTED WETLANDS PLANT LIST ~ ~ I ~ ~ f 0 0 ° 7-BB 0 00
CAR KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. ~ N 0 , 0 0 00o EE 00
/ Ascelepias incarnate (SM) I _ , . Q • • • . , CF -CF o 00 0 0 ,,,Ily' ~3-BB
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" 1T. Cont. 88 ~ o°o°o°~°~°~°~ Lobelia cardinalis CF Vl: Viburnumcassinoides NorthemWildRaisin 3b I- • ~C, '9 . °ooo°°o°o°°o° ( ) 11 ° , ~ uy"~ a loo-SM CARY - • ~nur, .
BB Ce halantus occidnetatis Buttonbush 36 NT. Cont. 144 - ~ W n ~ - N Cont. 117 • ~ ~ _ • 7-M
- 4 HT. _ 4 ? ? cus moscheutos Mareh H?b?scus 18 2 - ~ ~ - MN Nbs I q-sPB NORTH CAROLINA 27512 ,Utl ry, F o • F rnnN`j nrr
n r 'i Barbe 78"-24" NT. ' Cont. 77 ~ ' BA Berberls thu be .c~ 4nP1'uln0 a ~ •"nm,~ q_V~ SHEET NAME.
t Iris vir 'nica Southern Blue Fia tris x Gat. ' Cont. 450 ~ ~ ; ; .c~ y.
SG Panicumvir aturn Switch ass 4" Pot Cont. 4~0 ~ -SP \nn - ,
' SP Scir us un ns SoftStem Bulrush 4 Pot Cont. 555 ~ • • • • ~ ` ~ LANDSCAPING .E
> u ~ O Sf, uncus effesus Soft Rash 4 Pot Cont. 325 P. ~ ~ i Y ~ ~ ~a 'F PLAN FOR PERM.
M. SM Aseete ias incarnate Swanz htilkweed 4" Pat Cont. 1D() r r ! ~ I I I I I ? ? ? /~nlllm -
Cf^ Lobelia cardinalis Cardinal. Plower 4" Pot Cont. 615 ;pETENTION PONDS
B B a' : d t' o rj r~~~y •
PLANT 50URCES~ ALL PLANT MATERIAL SHALL COf1E FROM LOCAL NURSERY d-S ;NIO 5-BA
STOCK. IF A SOURCE FOR A SPECIFIED PLANT CAN NOT BE LOCATED, LANDSCAPE '"c'-~ .I\, • ~ DRAWING SCALE
CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A SUITABLE SUBSTITUTION. ~-B -B ` s ~'°r°s FOE A N, HORIZONTAL t "=20'
-B NOTES: MAINTENANCE PROCEDURES; WET POND
I. THE TOP OF THE BERM AND THE EXTERIOR SIDE SLOPES SHALL BE SEEDED WTIN CENTIPEDE GRASS. 3-SPB VERTICAL.1"=20'
2 THE VEGETATIVE FILTER STRIP SHALL BE SEEDED WITH CENTIPEDE GRASS. I, IMMEDIATELY OFTER THE WET DETENTION BASIN IS ESTABLISHED, -VI
3, NO TREES OR SHRUBS SHALL BE PLACED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MAINMADE DRAINAGE STRUCTURES THE PLANTS ON THE AQUATIC SHELF AND THE PERIf1ETER BASIN SHALL SUCH A5 SPILLWAYS OR FLOW SPREADERS, BE WATERED TWICE WEEKLY, IF NEEDED, UNTIL THE PLANTS BECOME 9 9 "NU
4. PLANTINGS SHALL NOT BE PLACED ON BERMS ESTABLISHED. INSPECT WEEKELY FOR A ~1IN1(7Uf1 OF 6 WEEKS. a Ir DATE
5, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SHALL BRING ANY DESCREPANCIES TO 2. AFTER THE INITIAL FERTILIZATION AT THE TIME OF PLANTING, NO THE ATTENTION OF THE LANDSCAPE ARCHITECT. FURTHER FERTILIZATION SHALL OCCUR FOR THE PLANTS ON THE AQUATIC
6. SEED SHALL BE APPLIED AT THE RATE SPECIFIED BY THE ~1ANUFACTURER. IF PLANT ESTABLISHMENT CANNOT BE ACNEIVED SHELF. WITH SEEDING BY THE TIME OF SUBSTANTIAL COMPLETION OF THE STORMWATER FACILTY PORTION OF THE PROJECT, THEN THE 3. STABLE GROUNDCOVER SHALL BE MAINTAINED IN THE DRAINAGE ARE 1 1A, /III' /A~ ~A\ I ,r,t 6.10-08
.-~.-...i- r~ nrnl li-r -rllr c_~niM CAI'I' inAn rn ~rlic i.ICT 1"ICTCAITi~tAi C]ACIAI M/CD 1~1 11 /l l \ I ~ I 11 s'tP"9n °
CONTRACTOR SHALL PLANT THE AREA WITH WILDFLOWER SOD, PLUGS, CONTAINtK PLAN 15 UK L) I HtK I ICAIVS I U w1 Ir~t t I Ht I V KCVVkllC I "r- Zw 1 r- v wnv v m- wL- VL I LIY I IVIV U U I V I V I H 'lily ~H n`F
SPECIFIED PLANTINGS AND PROTECT AGAINST ER05ION BEFORE WATER 15 ALLOWED TO ENTER THE STORMWATER BMP FACILITY. SEED ALL BARE SPOTS TO ENSURE A DENSE COVER. 7. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE PROTECTED FROM INVASIVE WEEDS AND ANIMAL DAMAGE (STAKING, 4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO SHEET NUMBER
NETTING, ETC.) TO ENSURE PLANT SURVIVAL. PERFORM MAINTENANCE, THE FLUSH OF THE SEDIMENT THROUGH THE
5. ALL STAKING SHALL BE REMOVED WITHIN 12 MONTHS TO PREVENT GIRDLING. EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT q. ALL PLANTS SHALL HAVE A 2-YEAR WARRENTY. AT THE END OF THE 15T YEAR AND AGAIN AT THE END OF THE 2-YEAR POSSIBLE. N~N~
WARRENTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE SHALL BE REPLACED. 5. ONCE ESTABLISHED THE WET DETENTION POND SHALL BE INSPECTED L-3
10. ANY 501L AMENDMENTS SHOULD BE ADDED AT THE END OF THE SITE CONSTRUCTION PROCESS. THE BMP SHALL BE ON A MONTHLY BAS15 AND WITHIN 24 HOURS AFTER EVERY STORM PLANTED AND MULCHED IMMEDIATELY AFTER AMENDING THE SOIL TO STABILZE THE SITE AS SOON AS POSSIBLE. EVENT GREATER THAN 1.5 INCHES. PLANTING DETAIL OF POND °C° ID °C"
11. SHALLOW WATER PLANTS ARE BEST PLANTED BETWEEN APRIL I AND JULY 15. AVOID WINTER PLANTINGS. 6. RECORDS SHALL BE MAINTAINED OF ALL INSPECTIONS AND 12, THE PLANTED SHELF SHALL HAVE I FOOT OF TOP501L ADDED TO ROUGH GRADING TO REACH THE FINSIHED GRADE AS MAINTENANCE PROCEEDURE5. THE RECORDS SHALL BE KEPT IN A FINAL DRAWING - NOT
SHOWN ON THE PLANS. KNOWN LOCATION AND MADE AVAILABLE UPON REQUEST. SCALE: I" = 20' RELEASED FOR CONSTRUCTION

N41Erb
t. ENTR+WCE-C~STRUCT TFIE ENTRANCE TO TttE SLOPE Bk11N OF• A STANDARD FLARED-ENO SECigN OF PIPE tWTH A MNdMRIM 8-INCH W
METAL T4E PLATE (CROSS-5ECT4tt Vim. MAIfE ALL FRTBIGS NkiERRiY+T. A STANDARD T-SEC7~td fRBt~ MAY ALSO BE USED AT TN INLEf• 4'
• 2. TEMPORARY tkYFRSI~hGtNERNLY, USE AN FAAfHEN ONER5KIN WIIN 2 3 W IYPiGAL R0~ RAP CHANf~I
A DBfE RdOGE TA DIRECT SLetF'ACE RtMIOF'F Rd0 THE 1EMPF1ftARY SI.O~ DfaARI. Dike MANE THE NBE,'trT OF THE lid OVER THE DRARI CONOUR A MIN M Of 1.5 FF ° ~ ! - ° - s AND AT LEAST B RIl3fETi WCNER THAN 1HE ADJOIIgtr6 RWC,E ON ERHER Sly, ~ ; , ' ~ . d CONSULTING 2805 Tobermory Lane
THE LOWE5F POOtT Of 1HE ! SNOUTA BE A MINB#UM Ci' t Fr a':•'"'`;+;;`~" ~ yti4"t"'. ABOVE 11~ TOP ~ its DRAIN ~ THAT DEWGN nos CAN FREELY t9NtER THE PIPE. ''''a""~: ~ Hold-down stokes ~~~,`;re,*'.;,'" ; `~,.5»~*:. 3:1 te' 4' to 72" Raleigh, NC 27608 A A Ph. (819) 618-0180 Fee. (919) 816-9361
ti N~ 1.5' min A A 3. OUR•ET PROTECRON-PROTECT THE OUR,ET OF THE SLOPE DRA[N FROM l:ROSIWt. ,n.~ ~"i1 K'- zti ` 8" ;'Ny'±i• 1 PIPE
ygT~;•t;rr a Ott ..:n:': w°;y~F.,". 7^--~-^^ 1 ~f` ° ;k~ma t •~.'is,:: , r.'1~'. FILTER FABR~ OR i 6RAVEl BEDDNV4 FILTER FABRIC OR
'c..r=:wR PIPE 4RAYA BEDDRtG LD.
_ ~-1 ~ I_I I T P I tO S acin ~ - BRA EZO DAL P - - - (SHAPED 8Y BUUpOZER) 3 TIMES I.D.
-I I I_I E 1- ~ _ i
I~ I I_I I I I-1 11-1 I ICI PI stiC I I . I Corrugotad ~ N4TE5: C ~'~~vk 1. L = LHE LENGTH OF THE RIPfllN APRON. ~
II- Inlet Pipe ~4 - t t. TO BE USED WHERE EXCES~IE sr4RMwAtEtt 2. d = t.5 LIMES THE bWi1MUM! STONE pU1METEit BUT NOT ~~M~tA" ;,„4F
I I-) puv ~ VEL9>ERIES IrROFlIBR VEGETATEE LININGS. w Isl ~ w .^•a~.}'' ~ ~ _ ~ _ - - 2. SIZE fR' Sil>n1E MUST BE DETEttARNED eY p N ~I LESS THAN 6" (irtOhee). q`? a ~ o ,a..~tl''
I • °1""""'•'' - APPROPRUTE pESIGN PROCEWRE. ~~~~~-•.Y~ tlOgS' StObilite ~ I~ „a „~+,~y d 3, tN AWELL-DEFINED CHANNEL EXTEND THE APRON UP Ti1E m THE LENGTH Of THE RiPRAP APRON, CHANNEL BANKS TO AN ELEVATION OF 8` (inches) A801~ y~ ! ~ ~ ~
Outlet b ~ - I ' "'a,'j7 "•.;N s~,.,.. i " t. L =THE LENGTH Of THE 4 ---•I w+,,.a+ ,;,ou ~ 4" to f2 3. DlMENS14NS FOR d e4 W VARB:S ACCORDING T4 m THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE 1.5 TIMES THE hWXIMUM STONE DIATJETER BUT NOT L BANK, WfhCHEVER 15 lE5S. a ~~a~ry~ .ry
~a ~ 2. 4 t.6 TIMES TFIE GrA?IIMt y~ 4. Ri PTH AS PER DESIGN OR RE TO LESS THAN 6" (inches). . „ ,r. FlLTER FABRIC OR P RAP DE FER 5 THAN 6" (firehes~. ° ~~03 J,~ . 4. A hLTER HCANKET bR FlLTER fABNIC SHOUID BE n ~ O g
- ~ u"'E s+~= GRAVEL BEDOMG TAEILE. 3. A FlLTER BtAWKE1 OR FlLTE III-I I I_I I I- 9°-•-•t I I--1 f I---°~ ' •vr L,-,„ INSTALLED BETWEEN THE R TER BIAWKET OR HLTER FABRIC 5HOULD BE INSLALLED BETWEEN 1HE RIPlUrP AND SOE. FOUNOATKIN. ~yQ ALLED BETWEEN THE RIPRAP AND 5014 FOUNDATXNI, TAPE ~ ,
• ~ N,..."'' PIPE 4' min ,t U-~AP~P) WAT~WAY WITH STONE CENTER DRAIN
kwel section ,..+`d.~' > ~ r (SHAPED BY MOTOR GRADER) •
~,V" ~ ST01~ CtAS51FlCATlt)N RIP RAP DEPTH'. d
ar'"` 4 B 18" d,a.
Cross-Section dew mass t 2a+
PIOn Vlew GLASS 2 2a" - 36" ftLTER SECTION `A-~a' F ~ REVISIONS
Standard T-•section ~ F SECTION A-A'
DRAWING NDT i0 SCALE DRAWING NOT TO SGA1.E N0. DATE DESCRIPTION
STANDARD DETAIL NUMBER.'HS425 ~ nm,nwr+arnwr+ar ne rar•~ ur STANDARD DETAIL NUMBER• HS426 STANDARD DETAIL NUMBEI:' T•16 ?ETAIL NUMBEI:' H6M12? nir TitUir ae .STANDARD OETAk NUMBER,' HS41A me Town or
TEMPORARY SLDPE DRAIN DALE RE~IS/DNS tidly RIP RAP LINED CHANNELS PIPE OUTLET TO FLAT AREA NO WELL-DEf7NED CI'fANNEL ~~aNS PIPE OUTLET TO WELL-DEFINED CHANNEL oA>~ RElasroNS h~~Y
s DATE REVISIONS Y DAZE REt9SlONS TOY,~V OF ROLL Y SPRINGS ENGINEERING DEPARTMENT P~ TOWN Of MOLL Y SPRINGS ENGINE~'RING DEPARTMENT ~~r TOWN OF ROLL Y SPR/NG5 ENGINEERING DEPARTMENT haRiH [ARO UnA nowru cAROti~r.n TDI4~1 DF NDLL Y SPRINGS ENGINEERING DEPARTMENT ryaRTii tAAQiIMA ryOk TN CAkaLIryA

CABLE 4.3
TABS ~'t TABLE 4,2 SEEDING ER05tON CONTROL 5CHE:OUi.E TABLE 4.4
SEEdNO ERDSrQN COMTiMq. SfxRAAAE SEEDDV6 EROSION CONTROL SCHEDULE (MAXIMUM SLOPE 3:1~ 3.1) SLOPES (3:t TO 2:1) $EEOING EROSION CONTROL SCHEDULE SLOPES (3:1 AND 2:1 - NOT MOWED)

PIJ4NTIt~ RATE QAtE TYPE PIANRNG RATE
DATE" TYPE PtAiTT tNtE TrPE PIANMfr OATS TYPE Al7Gl~T 75 NOVEMBER 1 TALL FESCUE OR HARD FESCUE 3pO I.E 300 LB5/ACRE
~ !s- tso,+: 771LL Ft~lE 300195/ACAT TYPE NOrY 1- M~ 1 TNI. FESgdE ANO A~tV2D RYE 3O0 t95/At~ MARCH t - ,RAJE 1 SERICEA LESPEDEZA (SCrVtIFlED) 5p lB5/ACRE NUVEFEEIER 1 - MARCH t TALL FESCUE AND AEIRUZZI RYE OR ANNUAL RYE Jp0 LE JDO LBS/ACRE MARCH 1 -JUNE 1 SERIO~ PEDEZA (SCARIflED), 50 IBS//ACRE
MAR t- Raft 75 TAU 300 t95JACRE dND MARCH 1 -APRIL 15 TALL FESCUE OR HARD FESCUE app LE APR aS- , 3a taataD COWOOtt BEwrtlOwpMSS ~ Le5/,rdaE MARCH 1 - APRB. t5 ~ TALE FESCUE. 720 LBS/ACRE 30O LBS ACRE MARCH 1 -APRIL 15 (~QQ T~ FESCUE, 120 1H5/ACRE
~RAAY tS- AUG is taut. FESaA: ~ raP M2YEf 3S t8S/ACRE MARCH t - J1~ ~ ~ MARCH t -JULY 75 HULLED COMMON BERMUDA GRASS 2p0 LE ~ EEPRVG LOVEGRr15S i0 1.85/ACRE OR HYBRID BERMUDA GRASS 200 I.BS/ACRE MARCH t -JUNE 30 ~ WEEPING LOUEGRASS, 90 LBS/lam
~ OR CENTIPEDE GRASS .4B MARCH t -JUNE 30 ~ HULLED COMMON BERMUOAGRASS 25 LBS/ACRE
MARCH t - Jt&IE 30 ~ I1ULiED COINAON OEFtMUDAGW#SS 25 L~/ACRE OR ZOY541 GRASS JUtiE i -SEPTEMBER 1 ~T~ M AAiD 2~0~ SEE OR ST. AUGUSTINE GRASS JUNE 1 -SEPTEMBER 1 TALL FESCUE, 9yQ 120 L~/ACRE
tl~ ~Q T3ROWNTOP MILLET,` 25 L~/ACRE
"'.QB SORGHUM-SUDAN HYBRID''' 30 L&S/ACRE APRIL 15 -JUNE JO WEEPING LOVE GRASS 25 LE C~I;W.T ER~Drr CONTROL. ENGaNEER QR San. OOtastRvetgH SExwCE R~ AODt1DNAl INFORiNTAtY1 GolRterx O1HER SEPTEMBER t -MARCH 1 SERN~A tESpEDEZA (UNHULLED-UNSCARtFlEO) ?O LBS ACRE OR BAHUI GRASS 25 QB ~ SORGHUM-SUDAN HYBR105} 30 L~/A~tE
N1W061TCaES 60R tiE4k7AtNOti OF DQIt~O AREA6. TIE ABOVE VEaEIAtgN RACES ARE 1H0~ M1KRI DO WD.L UNDER ~ TALL FESCUE I~?0 LE~JACRE • LOG1. CCN>DltttlNSf OTHRt StgDIN6 PATE CON~NUT101a ARE PO~IB.E. ,~Q ABRUZTI RYE 95 L85/ACRE JULY 15 -AUGUST t5 TALL FESCUE, ~Q ~ ~ LF SEPTEMBER 1 - MARCH 1 SERICFA LESPEDEIA (UNHULLED-UNSCARIFIED), 70 L8S/Af~tE I~[l AND ~ TALL FESCUE, 120 t&~/At2tE
BROWNTOP MILLET OR SORGHUM-SUDAN HYBRID AND 9D~ ABRUIII RYE AND ANNUAL RYE 25 LBS/IU~tE
'For temporary ead'mg PurPaee9, PROJECT INFORMATION
*Tsmporay - Reseed occording to optimum seoson for desired vegelntion. ?0o not ol[orr temporary ewer to grow ave CONSULT AN EROSKkI CONT1tOL ENgNEER OR SOIL CONSERVATKiN SERVIGE FOR ADDITIONAL INFORMATION in haight betorc mowing to kaep Testae from t»Ing shoded out. ory ttweer to gro. awr 12 Tnehes Note on mairrtaiar~e: reterGEZa PT growth h nat. tultr adequote. Rowed, reteAilim ornt mulch irnrttediateH foltavuig er~an or
CQNCERNING OTHER ALTERNATIVES FOR VECE?ATtON OF C~NWDED AREAS. THE ABOVE VE(~TATION RATES *•Saeding dotes will vmy depending an xeotNer crondhioro (e.g. temperoturc, roirrfoti. dc.) AID TH05E WHICH DO WT:EI. UNDER LOCAL CONDRtONS: OTHER SEEIkNC RATE COMBINATIONS ARE POSSIBLE Note on maintenonca refertikze if growth is rtW IUBy adequate. Reseed, refertrTlze and match immediately fdbwing m other damage. PROJECT MANAGER: RJB
other damage. rymediately faltawiaq ar~idn Or
" "•a1dICOBEEO: - RE~p AI;CORpIW1 W OPIBBNt SFASWt FOR pFSIRID PERMANENT VTitN.7AT10N. ~ HOT ALIAW RESEED ACCORDNG TO OPTIMUM SEASON fOR DESIRED PERMANENT VEGETATION. DO NOT t70aPORAAY CO4ER N GROW OVER 12 RICHES 011fENAit' BEFORE MtnnND, O1t1ER1YISE FESCUE MAY ALLOW TEA~ORARY COVER TO GROW OVER t2 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE DRAWN BY: AJF
BE SILADED oUT, FESCUE MAY BE SHADED OUT. APPROVED BY. RJB
DRAWING NAME: AVENT-3-7-2008-DET

ORAWNVG NOT TO ScAIE
SE STANDARD DETAIL NUMBER' 'nR: TuwS w• STANDARD DETAIL NUMBER.' HSI ED/NG ER SION CONTROL SCHEDULE - TA9lE 4.1 STANDARD DETAIL NUMBER'.' Hsezs ~ m"" TAU NUMBER.' 11$431 rim; Town im STANpARt3 OETA1t NUMBER. HS432 ' Qr PROJECT NAME
DATE RE1~57~Vs , homy SEEDING ER0510N CONTRt7L SCHEDULE -TABLE 4.2 DATE REVISYONS Hoy SEEDING EROSION CONTROL SCHEDULE TABLE 4.3 PATE REVISroNs SIGNS 11d1y SE~'DINC EROSION CONTROL SCHEDULE - TA6LE 4.4 pA]F T~SroNS h~Y Spry TOWN Df MDII Y SPRINGS ENGINEERBNG DEPARTMENT SprirTC,~
TOWN OI~' HOLLY SPRINGS ENGIN[^ER/NG DEPARTMENT TOWN OF ROLLY SPRIN N I sp~~ TOWN Ole NOLCY SPRINGS ENGINEERING DEPARTMENT' hORin CARRt.1nA GS E GNEER/NG DEPARTMENT naern rnROi.~nn _ nokrn CAkpii"IA H{inlti ~1AkUi~`IA ST4NEM~NT

Fl.OW DNERIIR CONCRETE BLOCK REINFORCED VEGETATED BYPASS CHANNEL FLOW DNERTER SEEDBED PREPARATION
TOP OF BANK ROW DNERT9tCALCUAIIONS 1.) Chisel compacted areas and spread. topsoil 3° PHASES 1 &2
FLOW CHANNEL • • • • • • RIP-RAP FROM TES ilaOR LEVEL SPRFADBtS TOP OF BANK RECEMNG STREAM s~''Da deep over adverse soil conditions, if available.
` FES Diameter of H ii • . . • . . TOP OF BANK 2.) Rip the entire area to 6 inches deep.
BURIED PIPE , . ~ Flow Dlverter SIDE LOT 3.) Remove all loose rock, roots, and other
Pipe FOREBAY . • + FLOW CHANNEL • • (inches) (inches) obstructions leaving surface reasonably
•70~~'~.~UE~+ . i'cZb~~it:`•B1~E~R::i;: TOP OF BANK 1 smooth and uniform.
' j1 4 6 6 REINFORCED CHANNEL 1 1 DRNEWAY 4.) Apply agricultural lime, fertilizer and
tl 5 6 4 11 #57 STONE ON ' superphosphate uniformly and mix with
7 6 4 FlLTER FABRIC • • • BURIED PIPE uNlr soil (see below*).
• 8 6 4 5.) Continue tillage .until awell-pulverized, HOLLY SPRINGS
• Pond"A" 6 4 Pond ..B.. 6 _ firm, reasonable uniform seedbed is
LEVEL SPREADER UP FOREBAY Pond "C" 6 4 ~ ~ prepared 4 to 6 inches deep. NORTH CAROLINA
6.) Seed on a freshly prepared seedbed and
. PLAN (N.T.S.) ENSURE BANKS ARE HIGH ENOUGH ` ~ ~ ~ ~ ~ ` ` ~ cover seed lightly with seeding equipment or cultipack after seeding. OWNER
SUCH THAT NO BY-PASS OF THE PIPE ENTRANCE DIVERTER OCCURS. SIDE LOT
LEVEL SPREADER LIP FLOW FES 7.) Mulch immediately after seeding and anchor mulch.
PATH OF BANK 3" LAYER OF #57 STONE
RIPARIAN BUFFER ~0 LOTS N7LL H 8.) Inspect all seeding areas and make LPG LOTS tNLL HAVE UNDSCAPED SWAlES AND/OR necessary repairs or reseedings within ~1
W C~NEL d RIP-RAP TO PE BACK NATURAL DR / TO BYPASS CHANNEL TO THE SDtI CHANNEL D H ALLOWED TO OTTMRE ~~oE ~aw~ ~LL ~°R~NS the planting season, if possible. r`7TONEMONT LLC
3' WIDE STRIP OF FlLTER FABRIC a .,5. d uLOwEO To fANOENrRATE ACROSS sEVERAI Lora If stand should be over 60% damaged,
RIP-RAP AS PER ~ ~J 'PASS reestablish following original lime, fertilizer and seeding rates.
CONCRETE F001ER DISSAP. PADS FOR PIPES C~aNNEI SHOWN ON SHEET CD-3 : • 1.5' D E .c DETAIL -TYPICAL LOT DRAINAGE g.) Consult conservation inspector on
CROSS SECTION Of CONCRETE LEVEL SPREADER (N.T.S.) MIRAFl 140N MIRAFl 140N maintenance treatment and fertilization
CONCRETE after permanent cover is established.
PERMANENT LEVEL FLOW SPREADER FLOW DIVERTER SOURCE: NC EROSION AND SEDIMENT COMROL, URBAN STORMWATER STRUCTURAL BEST MANAGEMENT PRACTICES, 2001
140 TOWERVIEW COURT
APPLY: Agricultural Limestone - 2 tons/acre
(3 tons.acre in clay soils) GARY Fertilizer - 1,000 Ibs/acre - 10-10-10 NORTH CAROLINA 27512
Superphosphate - 500 Ibs./acre - 20%
Mulch - 2 tons/acre -small grain straw
Anchor -Asphalt Emulsion ®300 gals,/acre SHEET NAME

DETAILS

DRAWING SCALE

NOT TO SCALE

DATE
4-7-08

ALL CONSTRUCTION SHALL CONFORM SHEET NUMBER TO TOWN OF HOLLY SPRINGS DESIGN
AND CONSTRUCTION STANDARDS.

D-4

_ ~

STOPIEM9NT AND UNION RIDGE REMOVE FyTURE A~~• SUBDIVISIONS MAY BE REVISED T,0 / /
B4~OW-OFF1AND • ~ ~ ~ ~ dONNECT THEIR STREET GRIDS FOND UTILITIES / / S~ 0 D
CONNECT TO THOUGH THE FUTURE ROAD NETWORK ~ 6 _ ~ ,32r
PPROVEd' S~18DIV. ~ IN THIS WESTERN ABUTTING PROPERTY. / 3O~ CPc~CCL Q ST~IBUTION

~ ~ ANY CHANGES WILL BE COORDINATED WITH / ESMT. TO B 'RE-ROUTED
NG ~ ~ rHE TOWN OF HOLLY SPRINGS AS REQUI&ED. ~ THROUGH P~OPOSED
~ STREET UyiLITY STRIPS ~ior~ ~ e~ow o~F - / OR ABA~ONED AS NEEQED OPE ASSEMBLY - N 04 232 ,E

OPE-N SPACE S
RESERVED _ ~
iP,Rap / 1576.39' BY _ OWNER
~ 9 + \ P.,p ~"yl UN; T RBED PERIMET BY 381..5.. SF
1 7 I ~ UFFER 3 - 1?4 F ~ FH PLUG
` ON MAIN. LINE
430 :A WITHIN' NAT: O51 SF
ER ZONE 1 ~ SI HT DIST ~ ~ ~rJrJ8 SF ~ ~ ~ `T ~ 4 2 I PEN SPACE' RaP ~
iTURBED. ` T IANGLES~ ~ ~ OO3Z SF ~ 0032 SF ~ Z ~ LT 2 5 RTES
irH~~ sipE ( a~E~j ~ I ~ 10 SF ~ 2 SF 100 2 SF 4 2 4 4 2
NK EDGE ~ a' xs" rEE 10990 SF 15315 SF BY OV~NER
i VALVES 10632 S~F B ~
gip, ~ ~'~~7+4
_ g°~3~ o' ~0 ~ EL ~ , TDD~BERM
i' G ~ /r ~ H INS TO ~ ~ j ~ AT THE
4'22
- ~ • t~ - ~ 17133... ~ ~zAv~ia
~ ~ g _ - NET; _r--------
~ 8 MAIN: ~ ~ ~ - - ! NE : ~ 10008 SF
o 573 SF ----T~y / Li~NE VALVE 10000 SF f`,
. 110685 SF ' ~ FH CR I0N
4 2 R , 1
11882 SF ~ AR A 3A ;r ~ I TIONAL .
ti 4Q8 i PH A~~ 4 FH _ , PL ~ NET;6~~SF
~~R~so~~T~~ a~ 1231 F 4.11- 413 I r 1 ~ ~T_
WETLANDS Z ~ i
P~327.5 4 2 0~
~M 1D612 SF ..10000 SF 10093 SF 1 046 SF 10 ~ SF v 4~ L~ 4-1 g 116Fi ~ ~ 10061 SF NET: 1 ~ ~ , . , 1042 09725E 1201 ~F V ' 2..5+
116 ~ ~ ` F RAP
2-6 NET: 1 SF~ . 12~ SF
1-5177- s
x ~ NET:
~T~ , fi 4O~ ~ J. MICHA ~ EDWAR S 10358 ,SF 11438 SF ~ _ ~ ~ ~
i _ i t. A E M
> 1,6994 ~F ~ - Ci
MEr: s'o,~ s~ lMIT D P~1R RSHIP, -T AL ~ X093 SF R 1 A R ~
n J _ , U E ~ A 4' 1 E MAIN
V ~ 6 B. M. 20 PG. 73 6 5 O~SIL
0 iNE VALVE ~ 17274 ~F
NET: j TURF`
~s4 sF _ _ `y; ' 101 F ~ ~ .
x.6922 sF 4 ~ ~ j ~ 7 Q 3 AREA - ~ 5. X60 ~ 9 do ,
NET: so5o sF 10780 S .10002 SF 1009 SF ~ ~ ~ 3 21 hit f~- ~ ° Rt(>,~ - g„ GH E 10047 SF 100 0'SF 10090 SF ~ R ;C, ~ AT ~ ~ ~ ~ ;NET: , CTION

A ~ ~ . ~ ~J 10001 S~ ~ ~ 2. ~
WATER AND ~ ~7ZJ~L LE SEWER SERVI ES 12 7 SF RISQICTIONA~ ~05 ED) (TYP. EACH OT) , ~ W~E CGS , ~B- -REA _
10875 SF FLOO~P~-A ~ ~SF~Fti T 1 F
ETLANDS \ _ ~ T,
16849 SF W 1 061 ,SF
NET; 14122 SF +

f ~ ~ 4- ~ 4- ~ ' ' FH
1380 SF . "~,~A T
~ ~~F~
NET: ,y~ F~
~ O ~ 1132.'7 SF - ~~p~ ~F~ ~G~
X6777 SF ~ 8 MAW ' FH ~ ~
~ 117 7 ~ F ~ , _ ~ooo~~ y ~
i ~ ~ ~~NE P H A S 3 s 0 P E f~
i t ~ z~0 ~ ~~~~~k0 ~ ~
X07
403 ~ ~o ~~o s X306 sF 15 F 31 q- 1'3 31 3 772 SF ~ o a' S P.A ~
8 11 ~ ^°,o 161,967 SF
18810 SF J 10006 S 10006 SF 10006 SF 10006 ~F ~ 105~F 11~F 'k ^'s N 114 SF w z
~ 10006 SF ~ 114 OTE THAT ALL AREA WITHIN
a N .w BI C°APE-"FEAR BU-PEER ~-dNE 1)
20 UNDISTURBE PERIMETE B FFER N 0 0 ~ WILL B~E LEFT ,UNDIS.TURBED.
' ~ ~ ~ ~ .THIS LS THE 20~ ON ~EITH,ER"SIDE
BLOW-OFF OF' TH,E STREAM BANK EDGE B&F FLO D ;
asserse~Y / S 0322 54 "W SECTIa
20' UNDISTURBED PERIMETER BUFFER ` EL.3`35~
~ 79 r ~9~o.SO'

~I

i / ~

i

~ / h h
~ ~ ~ a
a Dtt~? ~ =7 i ~ ~6 A~fA AG

~ i ~RoJtoE Q.13 /?C . ktET t~T P~0~1~

J. ZE,F 1clOLLE~I% N, JR.

i D. B. 6'585; PG. 847
~~~r

LAND USE: FLUHIC,'vL ~uKt fA r~M 4000 r
B&F CONSULTING, INC,'
2805 TOBERMORY LAND
RALEIGH, NC 27606
'(919~ 618-0100