20041117 Ver 1_Site Plan_20040708

CONSULTING
2805 Tobermory Lane Raleigh, NC 27606
Phone No. [phone]
SITE DATA
PRELIMINARY PLAN APPROVAL DECEMBER 2 2003
SUN - SET ' cA TOTAL AREA IN PHASE 5 ~t'~..... ~ 34.73 ACRES ..,t~
OAK S PI CONSTRUCTION DRAWIN TOWN OF HOLLY SPRINGS, NORT ~ 41111 m..~,n. Q?• 881 •°'>Y
EXISTING ZONING ° PUD
S ~ • WAKE COUNTY PIN - ° 0669.04 63-2602
TOTAL OPEN SPACE 10.28 ACRES ~
T TA • 0 L RIGHT OF WAY 5.83 ACRE ~ S ~ FA FRR
STREET LENGTH 21 5 7 L.F. TOTAL ~V~t 3 ?
27 B-BON 51' ROW 4274 L.F.
24' B-BON 50' ROW 943 L"F.
ALLEY LENGTH 2056 L.F.
SIDEWALK LENGTH 5120 L.F. REVISioNs
BUFFER LENGTH 25' UNDIST. 3291 L.F.
RE N0. DATE DESCRIPTION G ENWAY LENGTH 2022 L.F. 4/2fi TOWN CObiMENT5 3/30/04
DISTURBED AREA 13.3 ACRES
IMPERVIOUS PERCENTAGE 29%
UTILITIES DATA
PUBLIC 8" PVC SEWER 4160 L.F.
SEWER DEMAND 105 060 G.P.D.
PUBLIC WATER TOTAL 3484 L.F.
8"WATERLINE 2531 L.F.
6"WATERLINE 531 L.F.
4" WATERLINE 422 L.F.
UNIT DATA
~ I PHASE 10
UNITS PROPOSED 128 UNITS
~y~ PROPOSED DENSITY 3.69 DUTACRE
i g d..-.,_~ MAX. LOT AREA 16 521 S.F.
MIN. LOT AREA 4 266 S.F.
mwa..,,,,,o,o AVERAGE LOT AREA 6 482 S.F. PROJECT INFORMATION
OPEN SPACE REQUIRED 3.47 ACRES <10°/> ~ PROJECT MANAGER: RJB
i ~ OPEN SPACE PR 1 . OVIDED 0 28 ACRES DRAWN BY: AJF
APPROVED BY: RJB
SHEET INDEX i DRAWING NAME: PHASE5-20040503
COVER SHEET D-1 C
SITE PLAN CD-2
PROJECT NAME
GRADINGIEROSION CD-3
CONTROL PLAN
°~~'~µ23 OVERALL UTILITIES PLAN CD-4
LANDSCAPING PLAN CD-5
ROADWAYIUTILITY PP-1 TO PP-8
PLAN & PROFILE
~5~on S~eo~~~S~~~N ~...~„u
DE - TAILS D 1 TO D-4
OWNER/DEVELOPER: r- NOTES:
SSO, LLC ~ - ~ 1. ROADWAY IMPROVEMENTS ARE TO BE ACCOMPLISHED IN ACCORDANCE
P.O. BOX 728 osss-~+-s+oa WITH THE PROJECT DEVELOPER AGREEMENT,
2. LOCATION OF STflEET TREES AND STREET LIGHTING WILL BE FIELD COORDINAGED BY THE DEVELOPER TO ELIMINATE CONFLICTS.
HOLLY SPRINGS, N.C. 27540 ~ ~ - - 3. STREET LIGHTING TO AE PROVIDED ACCORDING TO TOWN REQUIREMENTS
[phone] PHASE 1-4, 6-8 ~"~~*51u AND IS CURRENTLY BEING DESIGNED BY PROGRESS ENERGY.
i^ B 4. ALL NEW UTILITY LINES MUST BE UNDERGROUND. 5. APRE-CONSTRUCTION MEETING WfTH THE TOWN CONSTRUCTION INSPECTOR OWNER
AND ENVIRONMENTAL INSPECTOR (919-557-3938) WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION.
CIVIL ENGINEERING: ~ °~¢'~s~0 6.ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF 2T B/B STREETS ONLY.
B&F CONSULTING, INC. 7. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN
2805 TOBERMORY LANE AND CONSTRUCTION STANDARDS. 8. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING, MARCH 2004, AND IS ~
TIED TO NCGS MONUMENT "SUNSET 1957", BM 1998, PG 1373. NAD 83.
RALEIGH, N.C. 27606 I ~ y 9. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILfTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
PHONE: [phone] \ ~ / LOCATING SERVICE 48 HOURS PRIOR TO DIGGING. 1-800.632-4g4g.
FAX: [phone] ~ 10. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF HOLLY SPRINGS SHALL BE MAIMAINED BY THE SUNSET OAKS HOMEOWNERS ASSOC.
1 t, WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY SOIL AND
ENVIRONMENTAL CONSULTANTS. 12. REFERENCED FLOODPLAIN ALONG ROCKY BRANCH SHOWN ON FEMA FIRM #3118300680 E,
LANDSCAPE ARCHITECTURE: " TONY M. TATE LANDSCAPE ARCHITECTURE P.,. ~ ~-~2-~ ~~Z_~, aegis-s~-ess7 DATED MARCH 3,1992.
P.O. BOX 728
I certify that these plans were prepared and that this project shall be constricted in accordance with the
5011 SOUTHPARK DRIVE, SUITE 200 ~ followi ans, the latestedition of the En ineed HOLLY SPRING n9 PI and Constrlktion S 9 n9 Standards of the Town of Holly Springs ~ and other applicable Town ordinances and policies. The Engineer whose seal and signature appear bebw
DURHAM, N.C. 27713 cert'~fiesthattheTawnofHoll 'n En i NORTH CAROLINA 27 y Spn gs g peen Desi n and Constmction n 540 n9 0 Sta lards have been thoroughly
reviewed for applicability to this particu~r project. Any proposed exceptions or deviations from the Standards aze listed specrTicalty on Sheet Gi at these drawings. Furthermore, all comments of these plans
[phone] conformance with the approved Preliminary Plan for this project approved by the Town of Hol CAR® SHEET NAME
••~,.ess,,,o,~ 0®.OFE8&p ,~1.
LAND SURVEYING: 'Z "Q` ,'9
® S ® VE R E
SULLIVAN SURVEYING T .
1143-D EXECUTIVE CIRCLE a s a1~e e osss-s~-use ~S
CARY, N.C. 27511 q FAIR
~ ~
[phone] .
DRAWING SCALE
ENVIRONMENTAL CONSULTING: VICINITY MAP ~Y~
HORIZONTAL;1 "=500' -~s-~u VERTICAL;1 "=500'
SOIL & ENVIRONMENTAL CONSULTANTS
11010 RAVEN RIDGE ROAD GRAPHIC SCALE ase-n-son
RALEIGH, N.C. 27614
DATE
[phone] 5-3-04
( IN FEET ) oaesao-ans
1 inch = 500 ft~
SHEET NUMBER
CD-1

~ CONSULTING
~ ~ r ° / '0 ' 2805 Tobermory Lane
~ / Raleigh, NC 27606
~ ~ GRAPHIC SCALE Phone No. [phone]
~ ~ ~ ~ J~ 100 0 50 100 200 MH1
m} am m
~ FUTURE
~ ~ z PHASE 10 FUTURE ~ F 1TURE ~ ~ >N ~r ~ caR
~ ~ PHASE 11 1 inch = 100 ft Q..• e,•~/ LASE 1 I ssr o~
i _ w r ~
1 l W fr 1 25 T1PE 'C' OPAQUE 7HOROUGIifARE BUFFER ~ i S I
L___ / ~ 25.0'TYPEC - - _ OPAWE BUFFER 2Y TYPE 'C' OF'ADUE
^ ~ - - BY OTHERS THOROUGHFARE BUFFER o~ ® e ® s1~
t.i1_ f ? D ~
820.0, . ~ OHL ~ R20.0' - _ - - - _ _ _ 1' E-E _ ~ R FR ~ I a~,ti
---C--~ _ --tom _ _ - - - - _ _ BE ACWMPOSIIED ttl A00018)ANCE W~~ 1 - 20.0' ADDITIONAL - - - - - - -OHL N ~
- - r - - _ _ - - - - - _DNL _ I _ - _ _ _ - _ I
_ _ N88'0747W N8T1708'W` 98.83' 98.88' ~ ~ --_J
N8834'28'W ~ B '10°W 31~ 91.53' 25.0 C'~ t FtJU YAPPED - qa' R20.0' 2 12 Ntr>ts'srw OPAQUE BUFFER 0,0' ADDITIONAL
too-iti Fl.aBO -.nn',~ a~-, ~ ~ _ ~ _ 590t'wAUC b°' R2500 69 2f zd 30' so 5N871n'8Tw ROW N '7p'33°w ~ ~ 4.57 ~
N R25;D' 60 20 zo' +52rrr xe5zs'1o'w REVISIONS - _ ~
~ .e7' ~ 12,677 R160.0' > R136.5'SW / u'
f~ L _ _ ~ W RR'15D 0, ~ 9,114 S.Fpro ss~? _ - ~ ~ NET ~ _ _ _ _ _ _ N0. DATE DESCRIPTION
q1' y 6,053 S.F. / 562 ~ I I ~ _ - ~ 560 ~ ~ ~ I ti 559 _ N i w 7,853 S.F. 559 _ JiJ/ h 5JV ~ ~ N JJ'F 1 G[9 ?~o,\ U° ~ - teo / so. NET 17,565 S.f. 7,566 S.F. 7 571 S.F. a JJe7 *g• " - - _ _ 4/26 TOWN COMMENTS 3/30/04
~ / ~ ~ 7,580 S.F. 7,580 S.F. ~ 9,156 S.F. ? ~ \ 5,493 SF. ~ ~ 7,Si i i ~ 7,565 S.F' 8.832 S.E ~'2 ?~4 1., 502 1 ~ - 'OH1~"~ _ l
r 9,7x2 s.F. \ R12d.5' NET z ' ~ 552 25' tYPE °C" OPAQUE ° a ~p° R136.5' 4,646 S.F. h°j THORWGFiFARE BUFFER AGUE
b : NE7 ~ ~ 7,574 SF c`j' L b I 7,924 SF_.k// a. ~ it' so' / n 1FFER ~ ~ ~ _ ~
- - _ FT - . s 5 so so _ 5-°~~~ _50. R175.5' o' s~ ~ ~ E \ ON STREET PARKING TYP. -5~ ? - 1~- P ~e~ ~r / ~ ~ ~
°~q - 3~•\._. I 0 y P 503 rs ."Ti'rtrsr-~ 5.. ~ is i' R163.5' ti~ JJ1 ? Ft:oL ^ rS37"-------~. \4 ~ 7,942 S.F. sELmt RD c• ~759'Ht ` - ~ ~ 8.368 S.f. R150.D' - ~r ~vrr ~ ~ R150.0' .nsY ~ / o~ Ri63.5' - W~]( 27. ' / aA~ Paa _ i OP ACE ~ ,
\ \ 1
__..~~-1_`.._ ~ dVYR175.5' 2a' si' j:..y - \ ~ a/ 1 o _ _ - R2D.D' zs' , AMENITY SITE ~ ~1 o. 8,697 S.F. / / 505 R25.0' R2D.0' w 40' 39' t ~ / SITE /r~ - _
,o--A.'.--- - / „ Oz150 ( SIGH GGA 1 _ m b ~ 6.879 S.F. ISTANCE TRIANGI • 8 ~ J.JV POOL/BALLFIELD ~ ~ g~ IZ N84'144 - NET ~ - u R136.5' 8,287 S.F. 1 v _FIELD
33.04 s g'\ \ ~ 7.654 S.F. / _ -tao' NET 4.106 S.F. 5,366 SE ~ \ o1N a - Pn. - _ ~ ~ ~ ~ 4.400 4 i R124.5 ~ ~ _ ~ ~ ~ i ~ CABMIA R QUB _ - _ ~
. ~ BY OTHERS e,. 506 i ~ 920 = - a w ,2; 14 ° o sus - _ 7,ODD SE NET m ~ - ~ ~ 5,386 S.F. ~ / =RS ~ -t~~--- fi~" ~ vv v
4,984S.F.o( _ ~ 4,400S.F ~ t~~0 S.f. 4,400 S.F o~ , / ~ 5.43 AC. o s - _ _ _,ao' 1 al - ~ ~ C ~ ~ \ I
u ` 100 YEAR ~ a1 - - - 2' PRIVAT Or 119 ~ 7,866 SF. l . - - .7W _ _ -
FLOOD LIMITS NET m - . ~ MF~T 5,2x4 S.F. m ~ 1 ao ' ~ 507 6.058 SF. - - no 21 9r 30' - _ f9°W G., ~ i ~
LOT 11 _ _ 7,636 sF ~ 7~p,7-u ~~t• s = ~ R274.5'~ ~L~CI n N r .rrr 1 r.... 9,` 1ao' R286.5' 1A ~ ° 1 P1 20' So' 14 33' S0' r~'rr rr N841 * - j ~ 5,632 S_F. y- m So' r r r i - ~ -
- - " NET ( - R3oo.D' l`~ 1'+PEPI SPACE , a,aoo s F. ~ 1~ FEYA YAPPED / ~ ~ - k ~ 109 1~ 14,325 SF. ~ 110 V 5Y~ too-xt FLOOD -314' T".p _ _ ~~p 7.719 S.F. ~ ` 1 ~p ~ 19218'50' _.--J ~ I 50, ~
7 ' t^ 508 ~ 902 I N ' A o 548 6,111 S F. r ~ x o R313.5' 4,709 S.F. , n ; ,
u 9SS - ~ y 7,965 SF. ~ 8,480 S.F. b 6,213 SE I V;~ - o . ~F, - - - ao R 2 ~ , 1 t ~ 4,26fi S.F. ~ ~ ~ ~ 545 - ~ . - N ,;J Y i ~ ` ~j0 y ~ i 61 f 6.275 $.F.~ ^ 543 . A 2r NEUSE RiYER- " 5 "!ar_ ~ ~ . ~ NET ~~BY ~ l \ I e~ - . ~ c r N 5Q,2 ^I G,~ ~ I I e 6,687 S.F. COO - ~ . ~
- ` ~ ~ ~ 6,328 S.F.~ .--BUFFER NET N ~ ~ 6,341 0 " GREENWAY CORRIDOR ` ~ o. se, M w. 16,34! _ I I TO BE DESIGNED AND - -(HATCHED)- 7,445 S.F. 3 S.F.^ 6,341 541 JND 540 - ?9 m I 6,348 S.F.~ 6,355 S.F.~ ~ I 11,786 S.F. _ -J~ I
MAINTAINED BY TOWN Y'J~ f.-_.- - 4,400 S.F. X12 R25.0' 10'x150' ( SIGHT . R20.0 OF HOLLY SPRINGS $ ~ - 509 t,o ~ 5 ~ 5,87( SF. DISTANCE (ANGLES 6,338 S.F.=' 6,1i~ - m I 10'x150' (T~.) n,.iu I I _w9' - "
•°s, p 1+..~__. - ~ 7.445 SE too/ NEf y~~`.,..~ ~ ~ ~p s R25.0' ; za s a ~ 4,275 S.F. 13.5' R20.0' DN STREET PARKING ~ _ - ' - / 7,179 S.F. ~ _ DISTANCE TRIANI~~ c I _ ' ~ ~ ~ ~ NET . - fdVISED ~59WY5 i
4,400 S F in~\ N 910 ~ R22 5 ; 1 (IYP.) ~ 6G'~ sa ~ _ _ _ 510 o. „e , ; , ; _ - ~ ~-?`r~ K- x,675 s.F. ~ IC so' HC RAMP TYP) 9,571 S.f. _ 8~ nHG plc so' 820 537 ° ~ ~ I moo' 2540. I
m dL ~ _ _ . 7,506 SF. ~ s _ 2 B~ N 905 , - ~0. ! .i .711.7 ' , ~J~~..-~~~_ UV S1REE7 PA 2 825.0' 16,521 S E i - ~~7T,~7~ ~j~ ~ 820.0' ~ I
1 ~ :L ' ta0/ NET a. 4,490 SF 9 ~ 62' S~*'~3kEt / 5,140 SF. t,o `6,278 S.F. e j' aa' ~ 8525.5' _ _ PROJECT INFORMATION - _____8~13~ _ ~
- _ - 5'n a~ ~ ~90~ ti~ R200.0' 929 7J1! R25.0' zs' - , 1 ~ a y ~ R786.5' 4,635 S.F. ,512 S.F. ~+t R20.0' ~ , - - ao T a s. 10. a,400 ~~`y ~ y, R1745' 4,400 S.. m 825.0' -T - - - _ ~ _ _ I 820.0' 4o ao. ~ RSOOA` ~ ~54~ 1974..
- - o NET i+ - ~ o e - ~ Sri _ - S9y / 5.170 SF. 4 ~ ~ 4,685 S.F-°' - ° 932 4 825.0, 40' ` \R48~5 - 27.0' ~ R . ~ ~ i _ _ Rsfis ' B-B _ I PROJECT MANAGER: RJB 820.0 - ~ ~ ,O, 51.0'
~ / 7,201 S.F. a f - - 512 4 o 4,400 S. 951 25.0' I ~ - ~ 4,75o s.F. i ao' ~ - - Raw I DRAWN BY: AJF o R2 NE ~ - _ ~ 825.0'
P S.F. ko 927 _ 7,007 S.f. ~ 4,724 S.F. 1 ' PRIV TE ASPH T ALLEY R150.D' n 5,155 S.E~ - ~ \ S~SF , o tA0/ `o- ~ ~ IN 20 PRIVA DRAIN EASEM T R163.0' ~~p ;5,155 S.E~ ~ 0 6 ~ ~ 825.04,908 S~ o ~ 1 0'x150' (TYP.} SIGHT I ^ - _ - ,D' R2D.o' DISTANCE TANGLES APPROVED BY. RJB
_ ~ 4i NET ~~pp s 7`p _ ~iJO / R175.0' T%• - ' ~ N 4,977 S.f. , / 2 \ \ 4,400 S. . 51.01' f T ~ "513 S.F, ~ ~ . t,.... ^ 4,589 S.F. _ \ 4,400 S.. ~ 6,286 << 536 ROW~7.0 -
~ ~ 5~ _ H.74.5' y -r- ~ _ ~ FE11A NAPPED ' i 1::aa 5' rj. / \ \ L E aao s.F. ~ 7,435 s,F. - B-B~ DRAWING NAME: PHASE5.20044503 \ ~Y A 8251.0' f ~i~p, --R 25 o i I R1871~ g~~ 82000 a A
,W-~noODS: ~ ~ ~ ~ NEUSEaI>~. x,001 s:~/ / 6 926 ~ 933 ~-~1B7n. s -.BUFFER- o. t NET N ° 0' ' 4,463 SF. \ / m' / 6,415 SE R200.D' \ (HATCHED).. \ 5.359 S.F. r, ryo ~ I ~o. p5 R200.D' \ \ M16 t`49C 8212.0 " , P 4,39 S.F. ~ 1...... - ~YALSK \ ~ I 1 8225.5 ~ ~ 7174 S.F. , ~ 825 0' ~
\ 514 ~ ~ / 924 P / ~ ~a ~ V ~ft239 1 1~\ ~ R2D.0~
- ~ 4,400 S.F. , 4,771 S.F. / pis, 7,667 S r ~ 1,228 S.F. 1 i , ~ 'e• LOT 11 , tae/ R313.5 ~ ~ 'o. s / NET R325.5' - by 923 ~ R188.0 r° 945 ~ ?p/ pis, 7.667 S . d1 953 F~ g .~izp, Ar / 5,50, s.f. N~ „ 6' I PROJECT NAME y,,r p~ ~ 5,052 S.f. N . Rl _ - soEx'wc
VACANT " - r \ 5,593 SF. v,4,672 SF R175.0, ,4,463 SF. - r' 4,400 S.F. / s- a° 'o~ ~ P ,463 S.F. ~ ~ ~ e`' ~ ~ SU ~ ~ t
515 \SO, o- ,,pp p~P~ \ NET t, R20.0' NET ~ R200,0' ~ P~ P / 400 S.F. ~6 7.174 S.f. ~ - lq a - - ~ l ~ OQ~ ~ ~ ~ NET V~~o• - - ? _ Av ~ 'F. ~o. ~ 6,141 S.F. ~ -x ~
- 7.rKb S.~/ 5,572 S.F. \ R25.0 922 4,028%. ~r~ X4,572 S.F. ~ 212.0' ~4,40C S.F,'~' 0 / _ - _ \ 7177 a o Q~ _ - _ ~ 't 5.366 NET R .0' ~ ,Q p ~ se.. / 955 ~qq _ _ Q~ 4,400 SF, d~ 533 a ~ - 4 w I
- _ ~ s ~ 4439 SE T ,~ti~ Q 25' UNDISTURBED1'r ~ 516 y`" ti o 4,910 S. o. r ~ , 4,401 S.F. P TY \ _ ~ a- - - \ R o o, 956 OtkRALL ROPER _ 8,905 S.F p~~4~ giti ~ ~ ~ NET 7,174 SE _ 956 6.920 S.F. _ - . t
PERIMETER BUFFER % NET \ ` ~ 942 ~ ~ 4,400 - , t - o. \ = tio~p~ 6,OD S.F. 40400 S,F.R2 0' , 4,498 S.F. ~ ,o, / ~ - \
s• 941 ~o. / NET ~I b / 6,986 SF. ~ 532 ~ 4, ~ !+r 4,400 S.F, o- 6,945 S.F. - PHASE 4 I
s~, F . _ 517 . B,p .qP ~ \ ~ sS, 5,366 SF. a° ,p 4.712 S.F. V~~ 8,340 S.E~ ~ 4 0" ~ S~ ~
- o R25.0' ; Q' ~ 4,400 S.F. d Ne3sa'9 'E , J s~, y ~ 940 A~[f c 33 ~ ~ r"' `i, 0.0' ~ E40 A~ ~ 5,168 SF_ 959 ''o 4.400 Sf. c~ ~ / NET 7.000 SE hA ~ ~ A 6,209 aF. A . _ . -
\ / _ ~ - SPEGAL s SFMN~ FFYA MAPPED / ~ SIRUCTION \ \ ~ FN7 ~ 4,400 S.F. g _ a D S.F. ad NET ryo PHASE 4 R 5 I
too-m FiOW -31~% 'o~ q-,_ HOr~E ~ y 965 6 RNATE" ~ NET '9~ ~ ~ m 10'X1 GF ~ 5,361 SF. ' ' . y. 1s&5.F: 'i DISTAN ~LX 8,786 S.F. 7.000 s.! ya ~xsnmac, eta o, DISTAN fk1iS.... 825.0' f~ \ ^i .
4,709 SF. ' - - a a NET O R20.0' ° a , R4976.U'~29 ~ ~ ~4~ ~ I
- ° ~ 5.701 SF. \ \ R25.0' 961 / ~0 1: - v 7 E ,n ~ 964 963 962 5,651 SF. p r ' F \ - - ro ~ , ' R4 0'8,275 SF ._.<p. ~ 988. - 3° ~ 820. - ~,q \ I
• V 5,639 S.F. y~ _ $ ~ - _ ~ N~ ,a00 S.E a,a00 S.F ,E3 ~ 26.0 - 7 ~ 85000.0 __a ~ t" a-.~ , / i ~ ;i 26~t' _ ~ I
_ SE ~I. _:3tlFFER _ 7.000 S.F. ~o~ 5.660 S.F. \SO ~ A, "Fy ET 6,5', - ~ R136.5' 40' GREENWAY CORRIDOR Sdra_. ~ \ N7\ R150.0' ' a R5025 / ~ ET 6,570 SF. - .;l . R~~~ - ~ 'v ,y _ - m - ~ - ~ I 85025.0 s nC~,
EASEIAENT TO CONNECT ~ i'~ - NET w' a R . c PATH NEIGHBORHOOD ~ tz~ _ ~ _ ° ~ 6,007 S.F. Js, - ro
SIDEWALK SYSTEM. g5. ~ 7,000 S.F. ° / f NET DE9GN AND MAINTENANCE ~`s, - / R12 .5 ~ Ae / 5,606 S.F. \ NET 528 ~ a . i ? 5,606 S.f. ,335 S.F. ~ - ~ I - A,- A /
BY THE TOWN OF HOLLY SPRINGS. p 521 . ~ NET R 5 A5 R175.5 3 a. ~yo, 7,000 S.f.^"° 8,682 S.F. 35' zi , Ri63.5' - 150.0' - 8175.5 ~D~
~n¢° ~ ~ R163.5' . _ NET 52/ ,rye - Po75.5 7,481 SF. 8,691 y NET 527 f>*; - ~ OWNER j 7,481 SF. ~ 6,691 S.F. . I
- o. NET ~ , Tom. _ 522 / \ - 8,757 S.F. ~ 7,715 S,F. r, - ti v `.h ~ ~ PROP , I ~ - ~ 9 /
?=BT4f N6~5~~E / - NET 526 7O.o5 a ~ p _ -._r. 0W 10,104 S.F. 9,792 S.F. 526 -2F .r ~ 825. " ~ \ 50.0 ,
523 ~ ~ ' °a ~e• 11,073 S.F. - - ca 9,792 S F. ROW -
SE RIPER BUFFER- ~ ` - v _ _ HATGiFD _ _ 525 ~ I 0 - c~ 0~ 15 SIGHT I _ ~ ~ ~ TRIANGLES
~ ` ~ _ - ° 10,956 s F. 5 _ ~ . 524 _ F L e`' a' 24.0'
FFllA YAPPED rp 1W-YR N _ w 12,219 S.F. 100 YEAR FLaW .aaa N ~ B-B / - 820.0' ~ oaslwc s' ' J / SIDEWADC a yh~ ~ 825.0'
FLOOD LJMI75 , / - NET ~ \ 27.8_
_ - NEU$€-RIM3t 1iUFT1 _ 6,717 SF. (HATC}IED}r NEU$€.1846t"SUFFER _ ~ . -~HATC}IE6}-..
o .~m_~ SOO.YEgt"PLOW inns - ~ - ° / ~ E1OS11NG s ~ ~
~eb.~~- BErsias..-. ~ / _ / _ ~ " ~ ._r- smcwux - - / ~ i"
h - ~w , w • ~ ~ b - \
~ NI - - ~ m - ~ - ~ P.O. BOX 728
_ - ~ HOLLY SPRINGS -
- ~ , _ t..~ _ ~ 4
OPEN SPACE ~ - NORTH CAROLINA 275 0 - r,~^m
_ ~ A15,180 S.F.
~ ~ - SHEET NAME
_ ~ -
- - a 1" ~ \ _ ~ ~ l
_ ITE PLAN
- -
t~ e - ~ - o ~ - 4 v- d z u
_ _ w wl
ig1A YNWED ~ E 1W-11t FLOW ••3116 - ~ ~ _ - E
JL-.... $ ~l,. -
DRAWING SCALE
-ice -.~.1---' y~ ~ , HORIZONTAL:1=100
0669-45-1152 - ~ VERTICAL:1 "=100'
SUNSET RANSDELL VENTURES, LLC ~ ~
ZONE R-10 ~ - ~ PROPOSED WESCOTT SUBDIVISION
L ~ - J J= NOTES;
J ! DATE / 1. ROADWAY IMPROVEMENTS AAE TO BE ACCOMPLISHED IN ACCORDANCE
WITH THE PROJECT DEVELOPER AGREEMENT. 5-3-04 j 2. LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD
L--~_' COORDINAGED BY THE DEVELOPER TO ELIMINATE CONFLICTS.
3 STREET I IRNTIN~ TO RF PROVIfiFD ACCORf11NG TO TOWN REONIREMENTS.
i I 4 ALL NEW UTILITY LINES MUST BE UNDERGROUND.
5. ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF 2T B(B STREETS ONLY. SHEET NUMBER
j~ OPEN SPACE 6. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN L AND CONSTRUCTION STANDARDS.
7. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING, MARCH 2004, AND IS
I ~ \ TIED TO NCGS MONUMENT "SUNSET 1957-, BM 1998, PG 1373. NAD 83. CD-2 \

- - ~
, ~ , _
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/ - i I CONSULTING
i J 2805 Tobermory Lane
i ' CRAP Raleigh, NC 27606 ~ HIC SCALE Phone No. [phone]
RE I 100 0 50 100 ~0 X00
~ PHAS E' 10 I
~ ~ FUTURE _ ~ - FUTURE I
ASE 11 I PHASE 11 ~ t n~ ) r
~ , , - , ~ I - i int;~--< loo ft, 3 N CAq
I _ ~ X Q'd,,,...30, ~ x'.25' TYPE C OPAWE I t"3• 8 m F~ ~o iROROU~HFARE BUFFER I ~°QO o~
, ~ , r i ~ - ~ - 25' E 'C' OPAIXIE EROSIONCONTROLLEGEND ;Q
_ ORO GN qRE BUFFER - TM - - , i I ~ $ a
- - - y . , _ . ~ - - . T LIMIT50FDIS TURHANCE •
_ _ a moo- ~ - \ - 0'x2 t - - I D', TEMPORARYDIVEtt;;10NDITCH °s e•
- ---20.0' ADDI110Hn1 _ ~ _ - ~ - - _ _OHL I ~ m • ~ B - - TREE FENCE ~
- ~ , _ t ~ _ - - ~ - _ _DH~ - - I ~ FA - _ _ _ _ - ~ SILT FENCE
- _ ; 500->7+ n VM X310 - - - ~ - J _ LEVEL SPR ~ ~ ~ DER
• ~ ~ ~ ( 1 0:0' ADDITIONAL ~ ~ I ~ ; , w ~I TEMPdRARYSEDIMINiBASIN - ~ '
- ~ ~ - , _ - I 1 - - _ ~ l ® RIP-RAP OUTLET Pko I EGTION '
- ~ ~ 1 r~,3 I~ I ~ ~ ~ ~ 318.3 ~ ' ? CONSTRUCTION ENV I NANCE _ _ _ ~
~ NET 1 `2 1 9,174 5 F. ; ~ - - c 8,053 S.F. \ ~ 1 ~ ~ ? - ~ T _ ~ , ,
i - _ _ _ _ w i \ \ 7,853; ~E ~ I I - ~ ~ \ \ ~F_N" ~ 7; 5 S.EI 7,66fi S.F dJ) ~ ? ccyL' ~ ~ ~ ~ 'S,4 ~ REVISIONS
- ~ - - 7,571 S.F- ~ , , '-A- 5,493 S.F f, (7,58C 5 E 7,SBC S.F "r'? 91' ~ ? , , ~ ~ ~ '.'.79 S.F. ~ 7,S6i S.F. ~6 S.F. ,
y Z 3,742 S.F. A ~ .'8,832 S.F. / ¢ FFE=317.4 \V - NET I ~ - - N0. DATE DESCRIPTION - _ _ _ - ~ oHL ~ , ~ ~ 4/26 TOPIN COMMENTS 3
- - NET \ \ ~ ~,646'`S.F. ~ ~ Jeep ? , L--~ J - 7,924 5 ,yft~ \ 18j \ - OF DISTURB CEN - ? 25 TYPE 'C' OPAQUE , - I S~ t \ - a 7,574 SE ? `THOROUGHFARE BUFFER - - - ~ - ~ /30/04 C' OPAQUE ~ _ _
. P~~~Y~ 4A _ - I 5 - .x- , dtE BUFFER ~ ~ ? ~ _ , -
RD , - ` ti P~ ~I - _ ` - 8.348 S.F. ~ f, \ \ 1 d. FFE=316.4 ~ H - - r \ ~ ~ \
-6 " ( I v A\ ~ 7,842S.F. i StF7 , - ~ , ~ ~ -~.1 ~ ! \ 9fLTER auQ Fool ~ - ~ ~ ,J ~P ACE ~ -
, , _~-wc _ / 8,697 5... / 01 ANCE > , ~ t, , ~
, - FFE=376.2 / - ~ 7 - i A ~ 1 , / : ~ 6, r9 sF 1 A~IENlTY SITE _ - ~ l v f'~-- - -NEI_ ~ ~ - ~ ' I~ _ , IY SITE ~ ~ _ _ ~ , ,
7654 SF' ~ FF'~=375.6 \ Ilhb'F:' / - - I NET 4,iW S ~ ~ DIS~ ~ i , , .I - r, - - 33~;sF ar..~ - B,2B7 s.F. P00~/BALLFIEL \ _ ?LLFIEL[~ _
nu, . , ; I ~ ~ NET 1 ~ ~f n/~ 4 Av \ V iLIMITS OF 1 f Q ~ ~ _ ~J.~~.. ~ ~
_ ~LASSA. 7C07iS.F.4984'SE~ , F 920 ~ 916 f DISTURBAN , ~TH~RS F - ~ RI~A{'~PAG _ - FFE=315.3 I 4--4.400 SF ~O 5,380 S.F. 1 ' \ 0 SF-44 ` ~ ~ 00 S.r \ , - S craws d aue I _ . R - Rain J ~ ' L _ _ ~ ` ~ ' _ ~ -
` ~ ~'7~' YEAR - 1 w _ - 1 _ ~ "5.43 AC. 1 1 549 1 ' FLOOD 1J141TS ~ 7 ~ TE!ApORAf]r SFDIM BA$~ {7--~ A A~. / I ~ ~ ~
EO - d DRAINAGE AttEk S~CRESI,~ - - - NET I 1 - "R N E ~j ~ 1 1 7,966 SE 1 T, ~1 - _ _ a• DISTURAED AR 06l~CRLS J ~ ~07` 6.058 S;'F. 1 5,2,4 SF. 1 _ -
, y yfZE 40'X 0'X3.2 lire S.F. FrE=319.0 _ _ ~ ~ 1 i 'T I ~ 1 a _ ~ _ - ,~..Anl: vTIR 1-` , - z ~ ~ -
, FLYA YAPF~D / t^ _ I U 56'2 ~ ~ ~ . ' ' ~ ~t~--_ REP___ 9Y- ~k+~`~-Bn`51 - - p r ~ ~ t ~y • 'v. I _ w - ROAD c cnoN Is vET ; I 1 ~ IOP-YR FLOOD -314 _ PtETE ' SPACEI ' 1 1 4,400 S.F. 1 . _ 1.719 S,F. I ( 14.325 SF 1 1 1
-L-~: ~ ~ 1 - . - , - ~ - r _ ~ [y
L - - 9`F - FFC-3146 1 \ ~F72 11 t t' ' 1 ~F - - rs5s ,,.F ! V'~, a.7ae s.F, ~ 1 1 1 1 ~ s,ms.F. ~ NEU RIPER-- ~ ~ 1 ~ 8,480 S.F, 6,273 S.F.`, ~ I - - - a - I ' 1 1' , 1 ) -4,26E SF t 1 IF THE OTS ARE~!M GRADED I
_ , -BU ~R' ~ ~ 1', 1 .1 / - NET 1 ~ 1 ~ L 5', B A SEP ATE, OR 0 DATED _ THAT "EO ' 1 1 ( 1\ ~ - - ~ . - . ' X - 6 ER 6.275 S.F. I y~ N4J~Ef7VT.R~ _ r~~ 1 ~ ~+w~~ ~aNIfFl:R ~ ` - -
- _ _ 7.44$ S.F. ~ L / ~ CONTROL' LAN PALL 8 6,328 S.F. ` 1 / i SUBMI TH SE ~ 6,34 f:~. _ ~ FOR i - LOTS S. - -'l'RE~ FENCE °FE-319.? \,4,400 S.F. 1 ` 1 / ~ , ! 1 ~f 1,328 S.F. J ~ I I NF.T •~r~~~h", 542 J } ~i,6R, SF. J 6,341 S.F: 541 I I 53A ~ . 6,;148 S.F.
, AL) 1 V - L_ - ~ ~ ,.44a S:n. ~ ~ . ` ~ , ~ 5,8 L__- ~~MI1S _ 1 / ' ~ - DIS N - - 6,355 SF. ~ I 1 - ~`FE=351 9 7E6 ^.F ~ ~ - 16,338 SF o S.FI I _ _ _ -
- I _ _ 'A$ SHOwN, 7,179~S.Fl \ ~'atM~ \ / / 4,275.~S.F. _ - - - ~ ARY SE ENT ~ ~ ~ \ 4,400. SF. ~ - , i - i 3 \ ` I I - - " ~ _ , + 1 1 J . _ I 1 N~ _ ` 100 1FAR MOO 13915
C.,~. iii ~ 5 , ' t 11R,~ EA 1 3 A ;y~ ~ 1 / ,4;~5 3F~ ~ ~ FrE=314. " ~ .zV~) _ , ~ SI ` o5'X100'1i2.6`~, Y _ 's-V - - / HC RANP I,ri ~ FLWO 51wr ~ ` 5 I 19571 SF. ~C '7 / - - F~ t d 5 }
_ - i - q^ ` ~ 0~ r - ' ~ - 278 5 1 ~ LA Y LEVEL SPREAG frE= \o.~ \ , _ I FFE=347.A i1~~/ eaF nRC, 9JC - < ( _ ~ ,
~ - - - LwHEN?i p2 ~ S7R my - \1 - t ~ Tr$E FEN _Sf FENCE A30`r I ~ '"FI ALONG CONTOUR ~~++_J -1" RCS' - '
- Jo ~ 7>~B4 ~F- 9111 1 ~yj~ ; - i ~ ~7 = - J _ ~ S9.. . ~ N 44~~., : r \ ,~GO~~~ r 4,635 S,F. ,5?2 SE f r...-'~ ' ° 1 ~ a r' 5DE~~NRB ~'iORA~Y M A 'SERIES
, ' - ~ .5,170 978 4, 40D S.. I I o , , ~ - - < 6 .T7 ~'t , , . - . - q , ~ ~ - _ _ ~r PROJECT INFORMATION o - r 1 'RAIN J : O:~gFRES ~ .I ~ _ 1 DI 611 0.1 ACRES
' ~ \ ~ ~ - ' / ' S,~ ~=31 ~v 4.~ \ / 4,685 S.F, (1~;` ;1 . , - \ ` , ~ ' r ~ 0 „ f _ ` c.7 - • 1 U \ x,001 o-~ ~ ,F 'o Ate. i _.._.iV /?P~ ',,9L~ 7.201 S.FI t 7 T 5,400 S. nna~y + 1 ~ SI 9' 3' (TYP.}`~.,, , 1 ~ .7~JI ! CDNSTRUC ~ I S' NlIR
_ - ~ • 5 ~ /~P 4;724 SF. LIMI OF OIS RBANCE I I 515 , SF. - - ~I,7so s.F. ~ t~ANr~ R PER cxlaDagNr J PROJECT MANAGER: RJB 5~1s s.F. - , l Te'~ ~a s~ f
- _ 926 ~ 5, s.E~ ~ - v 1 ~nNwf+;~, '(REE , 7iiV FFEn313:S ~ / 4,589 S.F. ~ / A / - ~ ~ NEUSE RIVE FENCE i J D01',S.F, { ~V/ 5-21 ~ ~ • ' S 100-ffi FLOOD +J1P i 1. ` ~ J i I ~ FFE~, - , - _ ~ - 950 ~ I ~ - ~ _ DRAWN BY: k
_ . _ t `~(HATCIIED)- , ~ ~ ~ 5359 1 ~ ~ 4,453.S.F. ~ 1 q , , f fi:ze~~ , l 7,a3s s., l - - r~~ iN . ,
_ MEII..~"S S F. / CC / ~ fi.475 S.F. ~ ~ ' ' 1,,, - _ \ . - ~ `1 a~4 '-FE=313.1 \ ~ ~ __c ~ ; . ~ i ~ APPROVED BY: RJB y' \ ~ ~ +`1 ~ NET : ~
! 1 5 - ~ . /P LOT `,11 1 l-- _ 7.22B S F 1 \ R ; 4,4pD > F : ' a94 ; , C ~ 14,391.s.F. 1 _ J DRAWING NAME: ' ~ , / ~ PHASE5.20040503 r / ~,.a37.4,1~4 ~.F - 1
~ ry~ , \ T. ' VACANT \ `~F~ _ NEi ~ ~ , i 4,771 S.F. ~ / o,6S .IT.) , ~,65T~S.IT.j / / ~ ~ ~ ( - '_4\ TEIAP. DIVERS / 5,501 S.Fa~ ~ / IAU OUT. COQ TOE -
. 1 ~ / ~ 4.4C0 S.F. \ / 4.672 S.F. ~ / ~ r, ` _ _ _ - _ ~i5 FFE 3 2. \ / n - / \ 4,463 S.f. _ _ / , r \7 SD5ef ~P.v~.n ~ 1A FENCf 4463 S.F. ~ / / 2 S.F. ,C ~ Nkx+ t- _ 2'. FROIA TDD / ~ / j ~t~ / : ` `~7FF BtiFR~ _ ~ ~ X10' CLASS A ~t
7 6 SUF. 5,572 S. ~\o - a~ ~ 4 NE:T ~ C ~t76 / ~AA _ y.~ _ ~ / ~a , / 5,572 ..f. C%/ I ~ PROJECT NAME I ~ I .40C. SF. / 4. A. 7,174 SE - " `.DRIP RAP PAD ~ I - l SF. ~ /NET . FFE=33E, ~ ~ I
25' UN FFTE=312.34 .3,100 S.F. DISTURBED ~ ~ ~ 4386 S. F. / 7 ~ ~ / OVERALL PROPERTY J \ ~ ~ _ ~~6 15 NFT~~ \ /~(e ~%L~ , PERIMETER BUFFER - _ ~ ~ ~ ~191D / a-aas s. F. ~d'' ~SS .r-rv / ~ / ,141 S.F. - / / / ~ / 4,400 S.F. `~5... ~ ~ ~ _ ~ .7I7FY FENCE ( - .
~965'SF ~ _ _ _ _ _ ~ _ 5P ~ s,~ ~ o ~y a,4bt s~ ! / I , / / ~ V ~ ~ ~ ~'C,OTSiDE NRB _ l
~4P 6 7 S.F. - - - ,42 ~67A 4.400 S.F. J~ / 9~2 / 4,40 I FiF=312.0 ~ a ~ / ~e~ / / ~ 4,498 S.F. / - ~ ~ ~ ~ 1~ ~ GFj 6,92 SF. .~7,17r~F. f/~ ~ / 4,400 SE ph/ / FFo=3.r4:R / % / J
- _ .a ~ - - , , 7 ~ y- j, , . ~ / / ~I n)R' FFE=3305 ~ ' _._".L - - ~ ~ ~ ^,4Q0 S.F. 0~%~ /.986 SF. ~ ~ \ J.
~--s-__ 6 ~ ~ ~6 SF. / Jai--......- , / / ~ ^,4D0 S.F. _ ((yy~~~~ . i , ~ 532 , I ~ ~5s ~~hi t \6,945 SF . ~ PHASE ; I
_ / I7 !2~ G ~ ~ 4.400. SF F _ Fq n uuwcp ~ ~ EE FFr, STRUCTION ^~Ai / ~ / 4400,, S.F e)~ / NET $ 000 S F. ~ 6:209 S.F. ~ r ~ ~
100cTR FLOOD ~J10 ` ~ ' ` NR ET. HO),IEt T ~ ~ ~ /',\4,490 SE / l f _ / / / ~FfE=331.8 - - - _ _ 70 5 F. ~ NET ~ ~ _ 100 FLOOD Uuir; J.
. TJAPORARY SEDIMENT BASA~.~gS i •5; S.r: SPP ~ 1 DRAINAGE AREk 5.0 ACRES. _ 5,361 SF. DISTUP.PED AREA: 1.8 ACRES', NET`,\ = it s ;.e- i 786 S.F. 7 , f Px~A.¢, tD kre \ ~ ; ~ .000 \ - 7MC INC. I
SIZE 53'X760'X3' 1.~:.. 5,701 S.F~ - ~ 1 ~ ~ SPILLWAY: 1D' WEJR - _ ~ /y~ / ~ -331.8 FFE-331:8 ~ f ~ 5MMTREE F$JGE ~ - ;
. REPLACE BY 100' LEVA SPREADER',, J~72 5,f51 3.F. / `k, l ~ 3 L2.. y~~ 5639 ` ~ ~ wHEN ROAD CONSTRUCTION IS CaAPLETE. v1J,,. NET \ ~ S.F. ,400 S.F.44G i
\ `1 S.F / I (IF ~~r~- SPREMER IS PEQUIRED) - USE RIVET?-^>iiFF~R ~ 0 40' CREENW - I70~D SF.~ ' . ~ FFE=310.5 \ i J , i ' _ I Al' CORRIDOR ~ A V ~ ~ / ~ ' , ~ ~ 1 , i / _
~ DOUBLE - EASEMENT TO CONNECT ~ - ~ gg~y- VATH NEIGHBORHOOD ~ ~ NET 5=3.T, ~ ~ - j ' ' r I . ~ ~ i i , ` ~ -3<~ ~ - ~ n ~ i
- ~ ' _ ~ ' 52G / - , SIDEWALI( SYSIEM. ~ ~ 0,007, S:~ ' 'y DESIGN A.0 Mn7.?'NANCE ~ ~ `,..,OGS 3.F. FTF=310 ~ _ ~ % ~ ~ ' ~ ~ / `
~ BY 1HE TOwN OF HOLLY SPRINGS. ~ ~ ~ ~ / ~ . - - - 5,21 % - ~ v ~ ~ 5,606 S.F. A n I / NE7 52 ~ \ INV.IN 24:5-" ' 2-3 RCP ' TREE _ ~ ~ 5,606 S.F. '8,335 ~ ~ 5 ~ -
7 7 _ - ~ - - $682 S.F. 5-3. ~ / FFE=326.6 X J fFE 310A ~ ~ ~ FFE=326.6 _ _ OUT aDFNFvF` J i ' ' ~ ~ - - - PI~T,FENCE A$OV?r ~ _ "
52; ~ i NET'S - - - ~ - SILT.F~IC6-~~ ~ u 7,481 SF 8.691', _ Storm Drainage Summary -Sunset Oaks Phase 5 ; ~ ~ TREE F / - ~ _ EE. A! JfIG ,COV OU NET`, _ ~ , 7,481 SF. 8.691 SF. ~ ~ -
Storm Drainage Summary - ea57 3F 7;715 F. _AS 4~oTA1ED~ `a FFE-3225 , Summary of Pipes • 512!04 ~ ~ ~ ~ FFf= 8 _ - FFE _ , _ 3225', ~ ~ - - i _ - V ' - IEMP_ DIVERS!bN DI -
- - Summary of Structures ~ NEr ~2 _ - _ - _ y~ calculated _ _ - - \ 59~ /TRRE ~FNn .TTSmE ~ ` . iONaS.~-. ~ 6', - From To Rahonal Intensity Area Q 10 Q Length Diameter ' I N WHERE 'OSSIBLE. ' _ - , ~ \ ~ _ A , F<r OF aP ~ ~ I OWNER _ _ ~ , t 26 111 /~_7 -
1 F~ DIA. 51ope Invert Invert Structure Type Rational Intensi I,m s.. - Q - - F. ~FE-. C -_(inlhr) (ac cfs - _ _ _ - ty Area O_10 Reference Depth - \ 317:6`, - ) (cfs _ , 'U~ dER BUFFER i (ft) (inches) inches ~ , .3732 SF' - d=-- /INV P3~:5~ \ ~ ~ ~ %'~I
- _ ( 1 : (From) (Tol- C ) r_ (H .cH~ ~ me _ _ (in/hr (ac) (cfs) Elevation ft \ ) - (_1 ~ . - T i_ - JL,J 5-1 5-2 0.45 7 2 _ a _ , 3 ~ v 1 " ~ 7, ~ ~ ~
240 7.8 7.8 75.8 18 RCP 16.1 100% 317.00 317.76 5-2 FES 0. X f ~a,956s.F - - - - - _ - _ - _ _ 45 7 20 2.40 7.8 321.27 3.5 IOO'YEAR 'Fw~oD'a ~ _ ~MPaRARV °EDIM{NT s / ! ~ - ~ ~ ~ ~ ~ ` CO~NSTRUCI_i0N SEQUENCE
- - , _ ::.G - D4AiNAGE Ala.A. ',r,3 nCRES ~ = `SPREAD 12 21. 3.T~,. _ ~ - - - 5.3 5-4 0 80 7 2 - 0.24 14 17.7 130.0 24 RCP 24.0 0.61 % 31 FL0~7 LIMITS y~ _ _ _ 3ftl~~ AREA. ] Y ALhsS" _gREQt11R F;'E=31-. V J ; ~ ~ ; ~ ~ _
__p - - 1.10. 311.89 5-4 CB 0 80 7.20 0.24 1.4 - - 5-4 5-5 0,80 - - "r eGx+z x3 72 0 06 0 3 5.4 41.0 0 - 317.47 5,6 s z9 \ - - - - 15 _ RCP 15.0 D.70 /a 312 09 _ 312 38 5-5 CB 0 80 72 SPit;~*A•€ ~ ~ ~ z ' r NET \ / .I_ - ~ - - - ~ MI6.-~ - - 5-5 5-6 0.8D 7 2 013 0 7 5.1 _ _ 108.0 15 _ RCP 10.1 5.00% 31 D 0.06 0.3 317.80 5.4 ;y,,.~ 6,717 n.~: ' NEUSE RWER B,~Fr 1 - ~u: 1 ~A ° % ' ' ~ ~ ~I. Ubtoin o grading permit Rom tlhe Town of HofIY S~R'I - _
- - _ - d4A. 'i~`yF`BASINJmtrt.-bndh I - - 2.09 317.49 5-6 CB - - T41NC-FLUW V.4 T t~ ~ / 5-6 5-7 0.60 7.2 0.29 1.3 4 3 50.7 15 RCP 8.8 7.50% 0 80 7.20 0.13 0.7 323.10 5.6 NEUS~RWERB~FrP 2 ReoLest apre-construction conference, This,!meetin m \ ~ with the Town Constru 9 ust occur (Hn~CHt4, ~ ~ ~ ~ ~ coon Inspector and fhp` Environmental ~ ~ ,
v L~~ - 317 69 321.49 5-7 CB 0.60 7.20 -~sr° ~-snroY ~ F rx"'lSrz'- _ - J , , 5-7 5-8 0.65 7 2 - _ _ 0 37 17 17 28.3 _ 15 0 - D.29 1.3 326.20 4.7 + a s_ / / _ _ - - - - RCP 5.8 1100% 32169 324.80 5-8 CB 065 7.20 ~-0~ u ~ "-j - Inspector (919-557-3938 rior to be inni ' 'f ~MENT~BA~N ~ S /2 _ ) P g n an construction. - r ¢RIUNAGE ARfA: G.1 ACRLS
5-7 5-9 0.60 72 000 O.D 1.3 105.2 15 RCP 6.5 3.80% 0.37 1.7 329.50 4.7 I - ' _ _ / FENCE - ~ % - ; 5-9 5-9A 0.60 7.2 0 31 1.3 1.3 20 0 15 RCP 5.6 8.00% 1.69 325.69 5-9 CB 0 60 7.20 0,00 0.0 330.50 4.8 ~ 9 Y I ~ ; j ~ D1STU El) AREA: 0.1 h ES ~ 3. Ics ~ / toll construction entrance, then temposry diversions and sediment ~ SIZE 9 X2PX,' (TYR.) ~ / ~ ~ i SPILL ' Y: ~ NEIR ; ` j' i ~ , - barns as mdieated on the approved plon.r Clear onl as necessa
_ - _ _ _ 325.00 326.60 - _:J-- _ _ _ \ 5 4 5-4A 0.55 7.2 1.04 4.1 10.9 27.0 18 _ - o RCP 17.9_ 1 1D/o 312.29 312.59 5-4A ~ ' NfTLAIIDS \ i ''I - CB 0.55 7.20 1.04 4.1 317,47 4.9 / y . ' p / ~ o install thes devices. Se' ry DNE BASIN PROBED PER QUALRA ' 0 ed tem orarydiversions, berms and basins / , immediately after mstallatior~. '
- _ - ` 5-4A 54B 055 7.2 078 3.1 66 474 15 RCP 12.9 2. ° / "'e 'J~ - _ ~ 50% 312.29 31348 5-0B CB _055 7.20 D.78 3.1 318.20 4 ~ A ~i" ,~B 13 _5-46 5-0C 0 55 7 2 0 94 3.7 3.7 48, 0 15 _ o ` , ~ r ,jam
_ 7 t_' ~ RANA6E-ARF' , 0 A .ES _ _ RCP 8.8 5.80% 312.49 315.28 - - . - _ - _ t / ISTURBED ~ F A ES.--...~ . .B ~ ~ ~ ~ 4. Obtain Certificate of Compliance through;~on-site ins ection )~9 .ES ~ by tre Tow~t~ of Holly Spnrtgs. p
_ 315.13 _ _ - _ _ - SCT.c: 158' ,56'fE3 ` ~ _t. 5.13 5-14 0.80 7 2 _ D.12 0.7 39.4 40.0 3 0 " 0 RCP 29.5 100% 312.30 312.70 5-14 CB 0.80 7.20 -0.12 1 i A ES. - ~ P. 0. BOX 72 8 K3 J _ ' S. Maintain :erosion control .devices.
5-14 5-15 0 80 72 0.31 1.8 38 7 32.3 3 0 - ~ h EPtACEJTL, `tEtiEL 3' 0 'RCP _ _ _ _ 0.7 319.63 6.9 _ PP NP SP~i .c .A'~E ' 29.9 090/0 312.90 313,20_ 5-15 C ~ E c ' ucAarTS, B 0.80 7.20 D.31 1 - - ~a TEI 5-15 5-16 0 60 7 2 0.71 3.1 36.9 27 0 30 RCP 30.0 8 319.37_ 62 t - 15 ~ / 'IF-:EU°,~ ' ADER s ' 1t]R~ / HOLLY SPR rJ>'~a 1Ei 5.1. P?ovide tem or ~N~S
- _ . ~ C3O S. i / S- ,~b -RE ~ - 0.80% ' 313.40 313 61 5-16 CB 0 60 7.20 0.71 3 _ ~ ` _ . - 9.16 5-17 0 60 7.2 0 00 0.0 4.0 96, - - ,1 31937 5.8 - - 0 15 RCP 10.4 2.60% 313 85 316 35 5-17 CB 0.60 7.2 ~ ~ RE ~ p arY, slope protection for areas of 1 ; : concentrated flow across slap'es until the site is
- - / 5-17 5-17A 0.60 7 2 0 92 4.0 4.0 ' 2 - D O.DO 0.0 321.46 5.1 i - - - , - - \ 0.0 15 RCP 10.2 3 00% 316 55 317.15 5-17A CB - _ 5-16 5-18 0 65 7 2 0 63 2.9 29.9 28.4 0 60 7.20 0.92 4.0 322.66 ~ ~ stabilized and the NORTH - ~ 2p ~ e storm drgmage is installed. CAROLI - _ NA 27540 J2B J 5.2. Seed all slopes within fifteen da s of
- _ 30 RCP 23.8 1.80% 313 81 314 32 5-18 CB 0.65 7.40 - - 5-18 5-19 0 60 Z2 .017 0.7 26.9 27.1 24 0 0.63 2.9 _ 320.2 - - - _ 4 5.9 T ' Seed all oth ~ Y completion. er,~areos within fifteen days of completion.
_ RCP 24.0 140% 314.55 314.93 5-19 CB 0 60 7,20 0.17 0.7 32 ~ / 5-19 5-20 0.60 7.2 0.21 0.9 4.3 29.4 15 RCP o I - - - _ 11,3 200% 315.19_ 315.78_ 520 CB 0.60 7,20 0.24 53 53. Provide tempprary pipe protection to storm SHEET NAME drainage open-ended pipes during construction.
- _ 5 19 5-21 0 80 7 2 0 29 1.7 21 9 104.0 18 RCP ° - 0.21 0.9 320.37 \'1 - ` " ' _ _ _ 4.6 - - 7.1 5 70./0 315.13 321.06 5 21 CB 0 80 7.20 0.2.9 1.7 326.00 4. ~ ` _ ~ 5 21 5 22 0.60 7 2 0 39 1.7 168 22.0 15 RCP 6.3 ~ 5.4. ?rovide inlAt protection tp those inlets that "
- 9 - 7.00% 32126 322 80 ';-22 CB 0.60 720 0 ` ` ' 1~L - - 5-21 5-23 0 80 7 2 0 42 2,4 18.5 112.0 18 RCP 16.5 5.00% 3 ~ ~ n - .39 1.7 327.50 4.7 / V / _ _ _ _ - ~ _ Uj receive concentrated flotti5 as a result of ,tfte h ; - grading/ operation.
22.57 328.17_ 5-23 CB 0.80 7.20 0.42 5-23 5-24 0.80 7.2 0.00 0.0 16.1 94.0 1 0 ` ` ~ ' 2.4 333.10 4.9 - ` 8 RCP 16.5 3 70% 328.37 331.85 5-24 CB 0.80 7.2 ' i ~ R A D 5. N 5 ~I /E e R a sedim _ p ent ba N sins whey half full.
5 24 5 25 0.80 7.2 0 37 2.1 9.9 66.0 18 RCP 17.6 0 0,00 0.0 337.60 5.8 ~ _ - J,s _ - , 100% 332 06 332.71 5-25 Cg 0.80 7.20 ` ~,~.~,v>Pm ! , _ 5-25 5.26 0.55 7 2 1 97 7.8 7 8 26.2 15 R o ` 0'd 6. Requesi final approval from the Town of Holly Springs. N
0.37 2.1 337.89 5.2 • ~ ~ 1oo-m F.DOp -aDe - - - CP 14.9 1.50% 332 91 333.30 5-26 CB 0.55 7.20 1.97 7.8 5-24 5-27 0 55 7 2 0 48 1.9 6.2 63.0 15 0' ~ RCP 10.9_ 500% 332.30 33545 5-27 CB 0.55 7,20 337.89 4.6 R L P L AN
- , 5 27 5 28 0.60 7.2 0.99 4.3 4.3 207.0 15 0 0.48 1.9 34 ` - _ _ - ~ " - - - 32~,_ - RCP 9.5 5 00 /0 335 65 346.00 5-28 GI 0.60 0 40 4.9 - , _ - _ _ ~ssn 5-20 5-12 0.60 7 2 0 79 3.4 3 4 66.0 15 RCP 10.7 1.70% 31 - 7.20 0.99 4.3 - 7. If approved, remove sediment basins, silt fence and temporary diversion ditches. Install rip-rap at the outlet ends of the pipes.
- 35082 48 - ~ - _ _ _ _ _ , 5 98 .317.10 5-12 CB 0,60 7.20 0.79 3.4 32 - - ~ _ > 8 O When v gelation is established, call for final site inspection b .-tile
- _ - 1.80 4 7 6 9 45 1...152 - - _ , - _ _ ~ ` rr ~ ~ Environmental Inspector. Obtain a certificate of compliancb' Y
5.29 5-30 0.60 7.2 D 00 0.0 22.8 127.0 - o - 1 _ UNSET RANSDELL~,VENTURES LLC ' - RCP 18.0.- 470% 303.58 3D954 5-30 MN 0.60 7.20 0.00 0.0 _ 31 r 5.30 5 31 0 80 7.2 0.31 1.8 1.8 87.9 _ 15 0 ~ ` N NOTES: - - DRAWING SCALE ~ ~ I.APRE-CONSTRUCTION
` _ 800 65 _ ~pNE'R-10 - - _ - RCP 8.1 2.00 /0 314 24 316 00 5 31 CB 0.80 7.20 0.31 1.8 _ 320.5 T , 5-30 5-32 0 80 7.2 0 44 2.5 21.0 _ 66.8 18 0 " - 8 46 MEETING WITH THE TOWN CONSTRUCTION INSPECTOR R AND ENVIRONMENTAL INSPECTOR 919- - HORIZONTA - ( 5573938) WILL BE REpUIRED BEFORE 1
- _ I RCP 18.0 4.00% 30974 31242 5-32 CB 0.80 7.20 0.44 2.5 32 ISION IY - PROPOSED WESCOTT SI~BDIV _ r 5.32 5 33 O SD 7 2 1 04 6.0 18.5 68.0 18 RCP 18.0 3.10% 312.62 1.90 95 _ 314,72 5-33 CB 0,80 7.20 1 04 6.0 320.58 5.9 ~ ~ y 5-33 5-34 0.80 7.2 0.24 1.4 12 5 104 0 18 RCP 18.0 1.40% _ 314. ' BEGINNING ANV CONSTRUCTION. R ' 2. DISTURBED AREA FOR PHASE FIVE =13.3 ACRES VERTICAL:1 =1001
_ - - _ 5-34 5-35 : 0 60 Z2 0 04 0.2 11 1 68.0 15 RCP 14.9 3.00% 92 316.38 5-34 CB 0.80 7.20 0.24 1.4 322.10 5.7 - " 3. ALL CONSTRUCTION SHALL CONFORM TO TOWN OE-HbLLY SPRI
L- 1 . - _ - - 316 58 318 62 5-35 CB 0.60 7.20 _D.0 _ 5-35 5-35A 0 80 7 2 0.55 3.2 ' 3.2 24. 4 02 - _ _ - 32401 5.4 - 30~ - 0 15 RCP 11.5 1.00% 31882 31906_ 5-35A CB 0.80 7_.20 0.55 AND CONSTRUGTIONS7ANDARD NGS DESIGN S. 4. THE 100' NEUSE RIVER FF
- - 5-35 5-36 ' 0.70 7 2 ....010 0.5 1.8 - 88.0 15 R _ ° ~ _ _ - _ 32 32401_ 49 - - CP 14,9 150% 320.76 322.08 5-36 CB 0.70 / _ _ x 5-36 5-38 0 60 : 7.2 0.50 2.2 5.5 167.0 7 20 0.10 0.5 326.7 ' 1" ' BU ERS ARE DENOTED BY HATCHED MARKS ON PLANS. THE FIRST 30' ON EITHER SIDE OF1`HE CHANNEL WILL WILL BE LEFT UNDISTURBED. DATE
_ 15 RCP 10.7 4 30% _ _ 0 4.6 ' - ~ , 322 60 329.78 5-38 CB 0.60 7.20 0.50 2.2 334.73 4.9 5-36 5-37 0.60 7 2 1 18 5.1 5.1 72.0 15 ....RCP 13.7. 1 Wool _ o0 ' ! ` 5. NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND NO STRUCTURES '
- ' `'ARE PERMITTED WITHIN aNV nF TuF al I~cGC Aeeae r n n A
i 7.2 61 3.3 3 .3 141.4 15 RCP 8.6 5.00% 329.98 337.05 5-39 CB 0.75 G-TREE PROTECTION FENCING MUST BE INSTALLED AS SHOWN PRIOR TO ANY J J
7.20 0.61 3.3 346.60 9.6 5.42 5-43 0.80 7.2 0.00 0.0 3.9 71.4 15 RCP 9.2 5.10% 1 LAND.DISTURBING ACTIVITIES. 7. INLET-PROTECTION
L OPEN SP E 5-43 5-44 0 80 7.2 0.23 1.3 3.9 52.5 15 RCP 12.4 1.00°/ •00 327 64 5-43 CB 0.80 7 20 0 00 0 0 334 24 6.6 0 327.84 328.36 5-44 CB 0.80 7.20 0.23 1.3 333.51_ .1 WILL BE PROVIDED AROUND EACH CATCH BASIN {AND-STORM,,, INLET SHOWN ON THE-CONSTRUCTION DRAWINGS. SHEET NUMBER
5-44 5-05 0.80 7.2 0.45 2.6 2.6 24.0 15 RC 5 P 10.6 -,--1.00-% - 328.56 328.80 5-45 CB 0.80 7.20 045 2.6 333.51 4.7 OWN FORROCKYBRANCH ON FEMA FIRM N37183CD680 E \ DATED MARCH 3,1992.
4 546 5-47 0.80 T2 0.30 1.7 3.0 59.4 15 RCP 8.3 5.10% 9 IF THE LOTS ARE MASS GRADED, A SEPARATE, OR UPDATED EROSION CONTROL P
5-47 5-48 0.80 7.2 0.22 1.3 1.3 27.0 15 RCP 8.1 1.00% 343.00 346.03 5 47 CB 0.80 Z20 0.30 1 7 _ 351.19 5.2 6.23 346.50 5-48 CB 0.80 7.20 0.22 1.3 351.19 4,7 WILL•BE SUBMITTED FOR THOSE LOTS. LAN
CD -3

CONSULTING 1
r- ~ / 2805 Tobermory Lane Raleigh, NC 27606
/ / Phone No. [phone]
~ ~ ~ GRAPHIC SCALE 1
~ ~ o sa ,oo zoo I
i rn
~ I FUTURE ~ ~
~ FUTURE ~ PHASE 10 SURE Ix >'E>;r~ CAR 1 r ~ ~~s
~ SE 11 PHA 1 ` N~ ~s~~ i inch = 100 ft Q?,~ X581 .,fir iSE 11 1 0.4 0
1 ~ ~ 25' TYPE "C' OPAQUE I s~ s
} 1 ~ m s THORCUGHFANE BUFFER
1 ! 1 a e~
- ~ ~ - - _ - _ _ / - 25' TYPE 'C' OPAWE r` - - - - - THORDUC-HFARE BUFFER Ni4~y~s
iiiiiillllll~~~yww (g~ ` D ~ FAa
oHL - - _ _ - - _ - _ _ I 2~'~
_ _ ~ 3. I
- - - - - - _ OP 1L 57&L CA916 - - - - - - DIRONAL - - - r _ - - I I
_I --J _
I - - _ _ I . aTERncHT
N27 0.0' ADDInONAL .r tlru NIPPED G & COVER 1W-YR FLOW ,.pn _$Y ERS I OW " t REVISIONS
UND SEPARAIE _ : REwEw - ~ ~ I - - 1 I - _ ~
- f-- ? ~ i i 563 - ; -
J _ I ~ i ` I ~ N0. DATE DESCRIPTION
~ /562 I I f ~ f ~ ~ ~ 561 560 55g 558 557 556 ~ I 554 1 - . _ _ 4/26 TOWN COi~dMENTS 3/30/04 ~o~..
f~--- ~ I I 555 553 , ~ _ ~ I I I I I ~ 502 MH N7 \ \ I I _
11 1 ~ 552 , 25' TYPE 'C' OPAWE z
- Q / - ~ THOROUGHFARE BUFFER / - ~ ~ -
o ~ POOL / ` `
5~ ~ - ~ 551 n/ o ~P~503 MH N2 ~ ' ~ L}- ~ --i_ saint y,. I,~,~ r OP ACE - _ _ . ~ ~
- ~ .~B~ ~ ERS ~ o I 1 I~ ~ ~ ~
L' MH26 ~ 504 .,MH N4 I ~ H N5 ~ , / 1 MH N3 1- AMENITY SITE , I / SITE - ~ ~ ~ - ~ ~ - ~
~ / / ~ ~ ~ ~ ~ 1 ~ : ~ ~ ~ ~•v ) , 550 ; POOL/BALLFIELD MELD - - : ~ ~ I ~ -
k / - I 921 ~ v 1 ~ ~ _ ~ , _ ~ MH NB I I PurarouNO c,~aue ~ ~ ~ ~ ~ ~
_ _ _ / _ I \ ~a BY OTHERS _ - ~ - l- 506 I I 920 s~6 1 RS - _ . ~ ~ ` ~ ~ I
~ ~ ~IH 9fl ~ ~ ~I --I ~ 1 ~ , _ _ 5.43 AC. -1 _ L _ I r~~ MH N 1 549 ~ - - ~ ~
- ~ I 2 ' PRIVAT 1 DR is ak;L ' l 1 I _ 915 1 _ - f__.. ~ _ _ _ I ~
100 YEAR , _ . _ _ _ Ot - ~T - ~ ~ ~ ~ 1 ~ooo uMirs _ ' " ~ .1 507 a_ - - - - _ - 1, ~ =
LOT 11 - ~ . _ I ~ , 901 o . _ _ ~ - 914 - ~ ~ ~
^ ' J ~ - - -----i I Z l lrC3~1 SPACE 1 / i^ I l r i+,325 S.F. ~ 1 '7 FF71h YIPPED / ~ MH 013
IW-YR FLOOD X314' ~p ~ /~/~q ~ r~ ~ ~ ~Q 546 F`~ 508 902 ~ v~wv vs - 913 V ~ ~ I ~ 'NEtJSERIVER-..,_...._.__. I ! -AUFfER
~ F~.A - - ' ) > > ~ 544 I - i I I ( 543 r~,2 ~ t
~ - - " l oz , . 1 543 - _ 2a\ ~ NEUSE RIPER-_"- ~ , ~ 1 , ~F ' I 54, BUFFER . _ ` \ , 'v M ~ ` I ~ i 536 I ~ 541 540 ~ 530 I f !
\ -(HATCHED}- v \ ~ ~ X12 , ~ I _ _ I ~ I _a _ -
~ ~ _ _ - ~ ~ ~1 ~ 9fl ~ ~ ~ /P 1 ~ 1 ~ ' 904 / ~ I Ftoao snmr ~q _ PHAg + a s HC RAMP TYP) i'il--,.t: 537 _ - - ~ ~ ~ I
s k ~ 1~ ~ ` i ~ - ~ fit r ^"T~L I - _
! ~ : - _---r 1 ~ - - I _ ( = ~ ! ~ - - - ~ ECT INFORMATION _ PROJ _ ~ I
~ ~ v ~ 909 ~ ~ , f I _ ~ _ ~ l I T H ~ - - _ _
929 , 931 I ~ _ ~ \ 1'~ 906 ~I : MH 012 PROJECT MANAGER: RJB !
9 ~ 928 949 I
- i 1 n ~s'ti ~ d- 'F ~ , 932 , ~-~6 901 ~ r 947 - sY oTH~s~ ~F 512 ~ ~ ~ ~ 927 r 951 I ~ - I DRAWN BY: AJF 947 ! ~ _ . ~ I
f = R ~ ~ i ~ 2 I ~ ~ APPROVED BY: RJB
_ _ _ 948 ~ 26 ~ tij / 9 MH P 948 I ~ ~ u, ~ _ - " _ - ~ DRAWING NAME: PHASE5.20040503 -
- r--:: ~ ~ X513 1 ~ ~ ~ ~ , ~ - i ~ ~ ; - _ - A
FF3JI NIPPED _ ~ -NEUS~ m ~ - ~ , 925 ~ 933 Eoo-m FLOao -312 ~ ..BUFFER ~ ~ ~ , \ 1 ~ / ~ ~ \ ~ r i ; ~ -
(HATCHED).. \ `M \ / . ~P AAc 946 _ 514 ,p \ / 924 / 934 ~ 946 ~ ~1 1~ - I PROJECT NAME
1 = V ~ V ,'GH ~ r ~ ~ ~ / N _ 5 _ (
LOT 11 _ ~ ~ \ f 935 , 945 _ ~ vv , 923 ~ X~ / U - / , i f - - -
VACANT _ ~ i ~ / _ ~ ~ ~ 944 ~ ~ ~ A ~ MH P ~y~~ / ~ ; ~ I
_ \ ~ \ / 922 ~ , ~ , i ~ ~ _ _ ~ ~ 937 ~ 943 / 955 ~ - 533 - _ / / - ~ I
25' UNDISTURBED ~ - ~ _ ~ 516 ~~~1 ~ % ~ ~ ~ 956 ' ~ ~ _ ~ I
OVERALL PRBUFFER ~ - - ~P? ~4. \ \ ~ti / 938 yC I P~IMEm: - ~ 0 5w ~ vv ~ ~ ~ 942 / ~ ~ ~ ~ . ~ ~ - ~ I
ti ~P ~ vv P ~ r / / ~ 957 _ ' ~ 939 941 ~ ~ ''y ~ 532 1_ - / I PHASE 4 i
~ 517 ~ ~ ~ - ~ 958 ~6 ~ ~ ~ = _ - „ 5~ - _ ~ ~ I
MH2 , ` ~ ~ \ 940 ~ w~A~n oo ~ J ~ ' i ~ o A ~ - .Y~ ~ ~tOD aA00 IAnIS
eY OTHERS - ~cr _ v~ ;,>ea~.M~ ~ - - - 9~ \ ~ ~ Fro`' / ~t - ' 53~ ~ - F1A00 SNCY JJV PHASE 1 8 5 I ` . - 11X0. INC.
1~I1R F~woo -a1o ~ - ~ / 965 RIVkTE'" t ~ , -
_ ~`vr/ 961 ,y~~ j ~ ~ - _ \ 529 rr3- ~ i ~ _-i
~ _ - / ~ 964 963 962 5 ~ i i I
519
/ a RIYF-? ~~FFER N7~ ~ ~ ~ ~ n _ _ I ~ ~ ~
40' GREENWAY CORRIDOR - - - . ~ ~ ; ~ ~ ' EASEMENT TO CONNECT 52O N11F1 NEIGHBORHOOD ~ ~ 1: i ~
9DEWALIC SYSTEM. ~ M ~ H DESGN AND MAINTt?lANCE ~ 06 ~ . L ~ N 528 • - ~ _ ~ I
y BY THE TOWN OF HOLLY SPRINGS. 521 ~ ~ H 07 _ MtIJDS 527 _ - ' ~ ~ ~ OWNER
- _ , ~ L-. ~ - 527 - ~
522 / _ , ,
_j... 526 ~ 526 - ~ ~ - _.v
- 523 _ . i ~ ~I.. - ~ ~ i _ ~ I
~ I - ~ ...(HATCHED) . a 525 - -
~ 524 ~ ~ = - ~
I F{M# PEPPED - ' . 100-M - ~ - ~ ~ 15' SEWER WTFALL TO BE DONE BY OTHERS, 100 YEAR-- FLam m _ _
AND IS A SEPARATE REVIEW AT THE TOWN ~pW UMI75 nE PROPOSED SEWER MANHOLE M22 ONTO ~ ~ ' - - - ^NEUSE.PoNER"6UFFER.
IXISRNG DESIGN BY WITHERS & RAVENEL MH22 - - - - NEUSE.-Rf'YII2 BUFFET PLANS APPROVED 10~3~0.i ENn1LED: WATERnGHT RING - (HA~~-"~ v (NAB ~ .
RQCKY BRANCH SANITARY SEWER INTERCEPTOR AND vENf ` ~ . - t1A~m s~ , ~ `
e~wax pus ~ a s~ ~ ear oormn3wc. wti. ~ _ J _ ~
, ~ P.O. BOX 728

- ' LLY SPRINGS HO
r N RTH CAROLINA 27540 0
; OPEN SPACE : . _
_.C 415,180 S.F. SHEET NAME
_1_~_
- \ - - _ -
_ _ _ ~ I
~ ERALL V
= N PLA ILITIE T
_ _ _ i
- i UTILITY NOTES:
100-YP FLOOD -308 \ _ ,
GENERAL. DRAWING SCALE - 1. ALL NEWNILITY LINES MUST BE UNDERGROUND.
- 2. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN
~ i,~~ - - ~ AND CONSTRUCTION STANDARDS. HORIZONTAL: 1 N=1 Q~~
0669-45-1152 ~ j,- _ 1 - WATERLINES: VERTICAL: 1 H=1 Q~~
SUNSET RANSDELL VENTURES, LLC ~ - ~ t. ALL WATERMAES (6" AND 8" LINES} WILL 8E DUCTILE IRON PIPE MATERIALS (D.I.P.) I 2. EACH WATER SERVICE SHALL BE EOUIPPEDWITH APRESSURE-REDUCING VALUE ON THE PRIVATE SIDE OF THE METER.
ONE R-10 Z ~ ~ _ _ ' 3. EACH WATEA METER FOR INDIVIDUAL LOTS WILL BE 518".
PROPOSED WESCOTT SUBDIVISION ~ ~ ~ _ ' ~ ~ 4. ANY IRRIGATION SYSTEMS FOR INDIVIDUAL LOTS WILL BE DETERMINED ON AN INDIVIDUAL LOT BASIS AND WILL OCCUR DATE ON THE LOT SIDE OF THE WATER METER.
i ~ - ~ 5-3-04
r - - ~ I SEWERLINES:
l ~ 1. ALL SEWER MANHOLES LOCATED NEAR THE FLOOD PIAIN WILL HAVE THEIR TOP ELEVATION EXTENDING 2' ABOVE THE 100-YEAR FLOOD PLAIN ELEVATION.
, ~ oe o~~r ~ un eec nru~o~ulc[ coGriGiGn
i I Z. HLL JCYYCri JRHLL DC O r Y V U.11--I n. I-- - SHEET NUMBER 3. EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE 4".
OPEN SPACE ;E i
Wd7 Wa7 CD-4
I ~

/ ~ CONSULTING
o I ~ 2805 Tobermo Lane i'YY ~ Raleigh, NC 27606
/ ~ ~ i ' ~ rn
`~w ~ GRAPHIC SCALE Phone No. [phone]
~ . F=- ~ J OJ 100 0 50 100 20D X00
~ am FUTURE m
~ ~ PHASE 10 FUTURE z 1 IRE ~ (w ~~T } ~ CgRO
PHASE 11 t = 1~0 ~°°e tE ~ 1 inch Q tiS31p Ag`
~ W ~ S' • !5' T1PE 'C' OPAWE ~ ®a e
W ~ fY J m SEAL ~~IOROUGHFARE BUFFER
f- - - - - - - 25' TYPE 'C' OPAQUE
- - 1HOftWGHFARE BUFFER 4 I B
~ ~i A FR
~ ZpJ4
- _ - _ - - - - - - 20.0' ADOI110NAL - - _.._,OHL _ ~ X73. 'L _ - I _ 1
_ _ _ J +~rs la.~v ~ a-t~
- _
FDtA MAPFrD ~ D.0' ADDITIONAL t0o-YR FLOOD -31fi ~ ~ - - - - - - QW _ - lA~SdtaC. ~~1~~
~ 501 - - - - _ ~ ` I - - - REVISIONS ~
t ~ t 563 / - - -
~ I ~ I - - - - - , 562 I I I _ - - 1_ N0. DATE DESCRIPTION
i W / I I _ ~ w ~ 561 560 559 558 557 556 I r I 554 • - - - - - - - - - 4/26 TOWN COMMENTS 3/30/04
~ I I I ? ~ 502 ~ ~ ?
s f ~ < / 552 25' TYPE 'C" OPAQUE _ ~ - - _
THOROUGHFARE BUFFER -
5 4 , ~ ~~~~~j~ 1 a P~"503 551 ` ~ - _
t..~~? I 'Y 6 _ ~ , . W~ 5' SIDE - ~ RD t ~ ~ _
~ r ~ 1
Lt / 504 ~ ~ r AMENITY SITE / / 505 SIGH ~ 1 ~ ~ A
/ U'x150' f ) `r r, (STANCE TRIANGLE 1 / / s21 POOL BALLFIELD ' I I I - ELD - - _ _
~ / 919 ~ , ~ ~ ~ I i 1 CA&WA R f3UB I I \ \ ~ 1 PIAYgtW1O MWS~ \ \ 1 ~ \ \
/ / ~ BY OTHERS 5os I ~ 92o Sts , / , ~ 918 ~7 ~ ~ 1
~ ~ 5.43 AC. _ _ 2 , 549 _ ~ \ I _
100 YEAR ~ ~ PRIVAT ~ Nye 915 L 1 \ - 1 ~ _
FLOOD IJMITS ~ _ _ A~{T .71J 1 ~ ~ 507 - ~ l v -
LOT 11 ~ ~ °s ~ ~A-L-T~ ~ " - 1' a ET" 9i _ _ 901 ~ 1 ~ t _---1 w . r i \ ~ _
'I'~ t Z ~A / ~ ~ t ~ ~ 1 IOD-M FLOOD X314 ~ ~p ~ 547 - i ~
` F 508 902 ~ ~ 548
i ~ ~ 1 ~ fi ~ ~ 5441 ~ 2T , - ~ 543 1
~ ~ ~ ~ 1 542 0 BCE DESIGNED (AND I ~ . ~ ~ .712 1 I ~ 542 I I 538 I 540 1539
MAINTAINED BY TOWN ? ~ ~ ~ DISTANCE (ANGLES I OF HOLLY SPRINGS ? 1 ~ ~P5 I I I I10~x150' (TYp.) SIGHT I ~ _ I
~ 1 ~ 1 904 ~ ~ - DISTANCE 1RIANGIfS I HC RANP TYP) Cn ~ ~
~ 1 ~ r - ~ \ 5~ ~ 'rt 537 \ I
~ ~ • C ~ \ 905 ~ ~ K - - w/ - o ~ ~ , , 909 5 ,,,w~,:__. ( OW / ,
~ ~ I+ ~ ~ PROJECT INFORMATION _ (
~ ~ ~ 9 930 L • 5r 929 t \ ~ ~ ~ ~ I ~ r
\ ~o~ ~ 928 ~ PROJECT MANAGER; RJB 949 f I
\ s9ti ~ , 932 ? ~ 907 ~ 947 ~ ~ , 512 951 I Y: AJF 17 ~ I / ~ DRAWN B
, - ~ ~F 927 nC2 1 0'x150' (IYP.) SIGHT I
~ ~ 948 ~ 1 ~ 2, 926 ~ 948 I ~:7G DISTANCE TmaNC~ES APPROVED BY: RJB 950 536 I
~ 5~i ~ ~ - - \ ~ LAY FflIA MAPPED \ ` I DRAWING NAME: PHASE5.20040503 - LAY "A_ - o I p r
,DO-M ~ -3,z ~ ~ 925 ~ 933 ~ ~ y (~y ~ ~ \ ~ ~v~ y ~ ~ n \ ~ 535
r ~ P ~ ~ 514 ~ 924 P / 934 ~ 946 \ \
/ , r \ LOT 11 ~ ~ ~ / g;35 945 ~ ~ o / ~ I PROJECT NAME
VACANT ~ ~ 923 ~ ? ~ ~ a / /i 534 ~ I / 954 , ~ ~
~ • 515 S ~ 0 944 ` / / I / ~ ~ °
? ~ i 922 / 955 ~ \ 9 ~ ^ ~ ~ 937 943 ~ / 955 ~ " ( 533
25' UNDISNRBm ? \ \ / 516 5~~< ~ s ~ OVERALL PROPERTY \ ~ O ~ 956 / I / 956 \ I
\ PERIMETER BUFFER ? \ ~ 5P?~~`~ ~ qiy 942 ~ ~ \ ~ ~ ~ ~ ~ .
? ~ , ~ / 957 - i ~ ` 6 ~ 941 ~ 957 ~ \ 532 / /~L PHASE 4
. \ P i ~s ~ \ ~ / I
~ ~ .._I s, \ 940 \ I
~ s n~; Eq~q~ - - _ 959 FFIA MAPPm 1• 1 /O(~ MFN``~ 530 \
,oo->R FLaaD -3,~ ; ~ AG,9 965 RICAIE' ~ 10'x1 GHT ~/f- ,po DISTAN CJ.ES D'x1 GHT \ I )ISTAN CJ.ES
1 ~ \ 529 ~ I / ~
i 518 / ~ , ~ 963 962 i ~ ~ i
, 519 ~ 1
4D' GREENWAY CORRIDOR ? ` N7\
EASEMENT TO CONNECT ? / M1TH NdGHBORH00D _ ~ ~ 520
SIDEWALK SYSTETI. ~ \ 52 DESIGN AND MAINTENANCE 1? BY THE TONN OF HOLLY SPRINGS t CM / ~ \ 528 \ \ \ / I
~ JLr 527 ~ \ ~ I
, L_1 i 527 \ OWNER \
t 522 / ~ I
~~-------1 \ ~ / \ ~ \ J ~ 526 526 / 1
523 ? ~ I / ~e 1 i
525 TRIANGLES I ,
REMOVE ALL STRING OR WIRE ~ ~ ' o~ FROM BASE OF SHRUB I 524 FEMA YAPPED ~ 1
REMOVE ALL STRING OR WIRE 100"" ~ ~ EROM BASE OF SHRUB Fl.~o tun~iTS FLOao ~ ' /
1 1
t \ \ GENERAL PLANTING NOTES:
i' \
N0. 10 WIRE GUY ~ / ~ 1. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE \ ~ ' PLANTING CONTFlACTOR, AND THE TOTLAL QUANTmES SHALL BE REQUIRED ON THE PLANTING PLAN.
6 1/2" GALV ~ I~ TURNBUCKLE ~ / ~ 2. ALLTREES, SHRUBS, AND BEDDING PIANTS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED
1 I I \ ~ BY THE AMERICAN ASOCIATION OF NURSERYMEN. P.O. BOX 728 \ 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
2" LAYER OF MULCH ~ 4. SETTOP OF ROOT BALL 6" • 8" ABOVE GRADE, PREPARE ENTIRE BED, NOT INDIVIDUALLY. HOLLY SPRINGS
RETAINTWATER. 2" LAYER OF MULCH ~ ~ ~ 4" SAUCER BERM TO 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. r ~ ~ 6. FERTILIZE ALL PLANTS WfTH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED AT MANUFACTURERS TH AR LI NA 27540 NOR C 0
FINISHED GRADE RETAIN WATER. ~ ~ REMOVE TOP 1/3 OF ~ 2" X 2" WOOD STAKE ~ ~ RECCOMENDED RATE.
FINISHED GRADE BURLAP FROM BALL ; ' • REMOVE TOP 1/3 OF t 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. 8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. SHEET NAME
TOPSOIL MIXTURE - 6" MINIMUM BURLAP FROM BALL 7 ~ 9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PRPOSED OR EXISTING FACILITIES OR STRUCTURES.
TOPSOIL MIXTURE ~ ~ UNDISTURBED SOIL 4" I ~ ~ ~ MIN MUM ~ \ ~ / t0.OWNERS SHALL MAINTIAN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD EHATLH, AND ANY DEAD, ' UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED VEGETATION WHICH
UNDISTURBED SOIL \ / , CONFORMS TO THE INITIAL PLANTING STANDARESOF THE LANDSCAPE ORDINANCE.
SHRUB BED PLANTING EVERGREEN PLANTING & GUYING v 11. REPORT ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT, API N LA 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
~ NO SCALE ~ ~ ~ _ - NO SCALE 1 _ - OF THE PROJECT LANDSCAPE ARCHITECT.
t 1 R AL HALL BE F SPECIMEN UALITY. P 13. ALL PLANT MATE I S 0 Q 14. THIS PLAN REFLECTS THE APPROVED PRELIMINARY PLAN SHEET L•5 AS ATTACHED AND SHALL
NOTES: CONFORM TO ITS REQUIREMENTS.
1. GUY WIRES NOT PERMITTED ON STREET TYPICAL TREE DETAIL nMAMAaam i RIGHT OF WAY. NO SCALE , \ 15. ALL GRASS 1S TO BE'REBEL II' FESCUE. 16. ALL SHRUB AND PLANT BEDS SHALL BE MULCHED WITH 4"CLEAN PINE STRAW,
2. REMOVE ALL TREATED OR PLASTIC COATED RU86ER HOSE ~ \ rrrrrr BURLAP FROM PLANT BALL. ? ~ rrrr 17. TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT LEAST 4" DRAWING SCALE
3. INSTALL TOP OF PLANT BALL UP TO 2 STRANDS ? ~ .rr~~rr LANDSCAPE MAINTENANCE NOTE: IN LAWN AREAS AND 6" IN SHRUB AND GROUNDCOVER BEDS.
3"-4" ABOVE EXISTING GRADE. ? ~ 12 GAUGE GALV. WIRE r r 4. SOAK PLANT UALL AND PIT IMMEDIATELY 0669-45-1152 r~ 1. Street trees shall beprovldedat40'o.c.al0ngbothsidesof2 PLANT LIST 18. LOCATION OF STREET TREES AND STREET LIGHTING WILL BEFIELD COORDINAGED BYTHE - o.c.along both sides of all public streets. Any landscape buffer or landscape easement located DEVELOPER TO ELIMINATE CONFLICTS. HORIZONTAL: 1 n-1 O0+
AFTER INSTnLLATION. , Tygcal street tress shall be oaks, maples, elms, zelkova, crape les, elms, zelkova, crape myrtle and cherries. on a lot adjacent to a perimeter street or a 6arrldary of a
TYPICAL TREE PLAN 5. WRAP TREES FROM GROUND TO LOWEST -TREE WRAPPING SUNSET RANSDELL VENTURES, LLC 2.A25'undistllltledpedmeterbutfershallbeprovidetl. Anypo NO SCALE BRANCHES WITH TREE WRAP PAPER. SECURE ZONE R-10 ~ vadordevidientofplantmaterialshallbeplantetlpertownofh hall be ovided. An riions of this buffer a subdivision as established the elimin Ian for - - VERTICAL:1 =1 OO ~ yl~ I m'W'n b then nerofthe M N NAME ~ SIZE QTY, RNNT REMARKS be planted per town of Holly SpringsUDO thesubdiwsion,shal be alr~tal ed y KEY BNTANICAL NAME CNM Q
TOP AND BOTTOM WITH HEMP STRING ONLY. 2° X 2" WOOD STAKE TypeB:Semi-Opaque planting requirements. If vegetationexi<, z" x z" x 9' wooD STAKE PROPOSED WESCOTT SUBDIVISION i meats. If vegetation exists d shall) be left lot a1 all times in compliance with the requirements
6. REMOVE ALL STRING OR WIRE FROM ~ untlisturbedunlessaddNonalplantirgsarerequiredtobringthE BASE OF 1REF. semi-opaque level. (See sheet L-5 of the Approved Preliminary Iarerequiredtobringthebufferuptoa establishedbythepre6minaryplanorsection7.Otor RD ~ Quercus CoCCinea Scarlet yak 2,5" 28 B&B 40' O.C, N , he Approved Preliminary Plans) thisUDO,whicheverrequiresthegreaterplanlunffvalue. W(] Quercus phellos Willow yak 2,5 58 B&B 40 D.C. DATE
SAUCER BERM 4" LAYER OF MULCH ~ Any removal,rek>cation, replacement orotheralteerationtothel x other afferation to the plant materials Dead or diseased trees or shmbs located in such
J - 4" SAUCER BERM TO ~ located in the buffer along Optimist Farm Road or Pierce Olive I rmRoadorPierce0liveRoadshalliolbw landscape bufferorlandscapeeasementshallbe SD Quercus aCCUtissirla Sawtooth yak 2.5" 46 B&B 40` D.C. N 5-3-04 hseplanbngsmustbea~rovedinwriting removed and replaced withappropdatereplacement RM Acer rubrurt Red Sunset Sunset Red Maple 2.5 96 B&B 40 D.C.
Q FINISHED GRADE RETAIN WATER. theUDOtorTypeCOpaqueBufler. Thseplantingsmustbeaf m w ~ ~ by the applicable homeowners association, 'If any, and the Towl Trion,ffany,andtheTownorHollysprings trees orGhmbs,subjecttotheapproualoftheDirector. LP Platanus x acerifolia London Plane Tree z~5" 18 B&B 40' D,C.
n h~ i - I Fn n,.J. •em,w,el •ninnMinn rcnhromnnf nr nihur ~ItnrMin roma~r ~+Ho, ~Rn"~+I~~+~ x,o nl~~+ Arfv ~P.ITI(IVAI falnratinn. rP.OIACA?fRP.fit Or OIfIPr affP.ratIGD
° a REMOVE TOP 1 /3 OF ~ matedals.yDead or diseased trees or shrubs bated in the buff ;hrubslocated in the buttershall be to the plant materials located in such landscape buffer THOROUGHFARE BUFFER (TYPICAL 100' SECTION) SHEET NUMBER
X o BURLAP FROM BALL ~ removed andreplaadwithappropdatereplacemerdtr~sorsh a replacement trees or shrubs, subject to or landscape easement shall be approved, in writing, by RM Acer rubrum 'Var' Red Maple 2,5" 2 B&B 8 pts ea,=16 pts
a PLANTING MIX the approval of the Department of Planning and Zoning. MINIMUM LIMIT OF MULCH ` 3. The Town of Holly Springs reserves the right to require addit fining and Zoning. the applicable Homeowners Association, if any, and the the right to require additional vegetation in Town of Holly Springs prior to such removal, relocation, WM Myrica cerif era Wax Myrtle 6' HT 10 B&B 5 pts ea =50 pts
PREPARED PLANTING MIX 4% TAMP SOIL MIX UNDER some undisturbed buffers. 12" MINIMUM TYPICAL TREE DETAIL BALL TO MINIMIZE SETTLEMENT replacemnt or other alteration to the plant materials in EBH Ilex x 'Emily Bruner' Emily Bruner Holly 6' HT 4 B&B 5 pts ea,=20 pts
NO SCALE the landscape buffer. RB Cercis canadensis Red Bud 6' HT 2 B&B 5 pts ea,=10 pts I CD-5

I 1' ' t ~ I n ~ NEUSE EtiVER
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, / •1 Raleigh, NC 27608
~.i5 _ - Phone No. [phone] 50 i I ~ 0 50 ; 100 1 i 200
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HC RAMP TYP`, I ~ 1 iREVISED FLOG D STUDY C~~ _ r ~ TWEEN PHASE
A L + B&F C~htSULT1NG, INC. ®aa~~ssrp •®m`~~~°yp
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F ~ ~ ~ _ ~ _ SIB FEt CE A~30lE _ t8~+-Qp.; ~ ~ v TREE FENCE - - FI F o ; aLGNG CONTOUR
~ P?~ ~ '~MH r~ OUTSI~~' NRE I IIdV.I ,;,5.,~.G ~ o, a.®~ '~MH ~5 ~p 1 ~ 4 RCr ~ ~ a
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. / ~ / v+ ~
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~ ~ 9~, 1 - ~;d lxo a ~
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~ c~. _ ~ , ~ P ~ 1 ) _ n ~ ~ / ~ ~ 4 26 TORN
~ m ~ - / COMMENTS 3/30/04
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PVI STA PVI STA 18+00
PVI ELEV A.D. _ PVI ELEV = 360.38 A.O. _ -3.00 ~ ~ ~ ~
370 K = K = 3.33
100. 100. ' VC N O ~ o O 00 O '~t ~ rl
ua + cv ~ M ~.j OW P - ~ zo--
v o,rt0i DINT ELEV - 350.92 + 370 ~ ~ II ~ OW POINT STA = 21+40 ~ PROJECT INFORMATION
v~0 d. O O sr to + ~ 0 it u' it 0 PVi STA = 1+40 ~I II ~ M a w a y w PVI ELEV = 46.70 w
t~ M M ~ + ~ ~ w a ~ ~ PROJECT MANAGER: RJB
tri w to w~ N w A.D. = 1 .00 F W Ii m ~ ~ ~ - 5 - K = 15.0 ~ g v ao rn DRAWN BY: AJF
f0 in ~ Q W + \ w. aa. a >a I
~ ~ Q ~ M ~ ~ _ - ~ ~a 225.00' C I N n M APPROVED BV; RJB ' +
III } N w I ~ v , O6 ' n :i m m ~ DRAWING NAME: 2.p0~ N a N a J PHASE5-20040503
360 ~M~ > > 01 m m n ~ ~ ~ ~ W aQw
M~o~ l + N ~ N ~ w •v~i
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~ F- ~ W ~ ' , N ~ 360 w
^ ~ W ~H F- W •N ~ > m I v >
} co N ~ Fa- MIN. ' SEPARAl10N • . ~ ~ ~ ~ ~ o ~ WATERLINE ~PARAl10N m W w WATERLINE
w -~00 w N N ANO AO SUBGR r r ~ "vt0 ~ J+~~ d.0 ~ ~ suecxt 2.p6~
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w CO ^^M STORY w + r~i W Z I BASIN rn~~
- _ o I oho a ~ ~ II 350 uj + , B
ZQ~ yo ~ PVI ST = 12+05 Q o ~ > > ~ ~ F- p NNW V II ~ i
~~~zzz F• - - - - - 0°~ ` ~ ~ 9 ~ ~ ~ rn . ~ 47 w •-Qw II ~ ~ W F- \ l / /
A.D. -2.50 - _ y' ~ ~ ~6q. 0 O ~ ~ HN
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E°~ ° ~yP Z Q O ~~p S
340 - , ss°! ~ ~ ~ n t Z i Qda~ ° z ~ OWNER
_ ,e ~ P STA = 11+20 ri ~ . o~ ~ ' i
uo _ ~ II a ~ - PVl ELEV - 324.2 ~ i i - _ - I
0 roRM W O BASIN ~ ro A.D. = 2.50 II i a ~ U % 5-27 / ~ LuEErsrti ~ 340
ao Oi ~ K = 20.00 > ~ I ~ , j ~
o +~w - ~ ~ ~ ~ I
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Z ---o zQ~ 19~. P.O. BOX 72 i 8
_ , ~~~...Z2ZZ - ~ / 000 ~ , _ _ , / / Q 330
fri O ~ h / / 0 HOLLY SPRI NGS I
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a n n
320 AND R°AD ~ •o i
i II ~ ~
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BASINS I / ~ 320
5 18 11
DRAWING SCALE
H H- _ ORIZONTAL:1-50
C`T f-I-'-r ~~r}~ - vGRrlrel . , p_c~
8° PVC J I LL L ( L
56.00 L.F. DATUM ELE 0.50%
310.00 -
~n cflN t N 00 N ~0 (6 00600 00 __j DATE
~ro PI- 00 (pao tnm 5-3-04
M MM NM N~ NM MN '-a N t~M 00 d rro Np0D0 MM Oa0 O~ LO o6 M PO ~M ~M P7" Tyr- V7~ MN ~N CAS rl: NQ 0 o m N w ,O
MM LO M 07to u') to (C1t~0 MM ~n poW) Np tfn 7N ~N d ~N 0 ao (pw c0cco (0W cD~ LO pro oi~ Mrn O~ , 0ER
10+00 11+00 12 - +00 13+00 14+00 K) to ~ to M to ~N to to LO~ SHEET NUMB V,
15+00 16+00 17+00 18+00
18+00 ~ 19+00 20+00 21+00 22+00 pp-

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/ i Ralei h, NC 27806 g c
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~ / ~ / ~ ~ ~ 8 X 1~ ~ ~ ~ ~ -~I ,2
i / ~ k ~ ~ ~ ~ ~ Q j ` ~ N0. DATE DESCRIPTION
h ~ , X X50--_ ~ " ~ 4 26 TOWN COMMENTS 3 30 04
G~ ~E ~ y ~ ~ ~ 1 J ~ ~ ~ ~ J1 /
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` P~~ ~ G~`~ ~ I pA ~ ~ F a ~ ~ ~ E ~ ~SF~ -Jj l PT ~ 1
` ~ S ~ I v ~ ~ C ~ o ~ ~ R FK 2 I ~ ` ~r l~ t ~ 93 ~ PR EGTMANAGER: RJB \ - . c ~ of Ac ! ir. ~i 2x
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pR R8 ~ 10 rE GQ. ~ ~ ~ ~ S~ ~ ~ _ o~ S~ti ~P ~ - _ e' \ - ~ ~ ' - ' ~ _r/ ~ , ~ APPROVED BY: RJB
- ~ .
E c. ` ~ ~ 3 \ EP c0 ~ ° / ~ r V~ R DRAWING NAME: PHASES-20040503 2 ~1 / ; ~ , 5 ,
~ ~ ~ ER _ _ ~ P ~ R / 'RQ \ ~
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LOW POIN ELEV = 3:57.6 ~
LOW POINT STA = 19+87.9 ~ ~
~ I ~ ~ PVI ST = 19+6G.28
270.00 VC - PVI E V = 336.74
~ ~ HIGH F HIGH PAIN ELEV = 345. A.. = 7.08
HIGH 350 _ - P HIGH P01 T STA = 17+ K = 18.36 - 350 - PVI S A = 16+95 N I
P1 PVI E V = 350.00 - - o+o ~ 1 0.00' VC
_ - - 00 - ~ M ~I w A.D. - 15. vi w ~
I I IID K=18.00 ~ ~ N vmm
I vow w w ~ + ap rn c0 M
_ o c0 O N - - + ~ I uj O t0 M j
r o~ N W W Uj ~ ° J
~ o> 0 0 +~W ~p N J O O ~ U O ~ i W N~ W t0 N m N W N
~ ¢w ~ M ~ M
i Q Vl M r' ~~g U > W
OW POINT ELEV = 317.27 ~ Gi ' U 340 - ~ - W - U ~ i - _ - 340
PVI STA = 3+40 Da' D/p wq .oa
PVI ELEV = 14.50 ~4p 2 _ OWNER
Z A.O. = 1 .00 w o ~ - ~ AIM. 3' SEPARAII wr~1~uNE
K-18. a o z~ I 9 OAD SUBGRADE A II N S10RM
~ "n¢. I 240.00' C ~ - - ~ L 115- 5 & PIPE __T - - ,I I _ '
O= O X ¢ Ow O O 8 N
Z ~ O + a0 O O J I- ~ > N ~ t0 ~l1 28 11' BEND
WR(~~ ~m ~ M ~ N 1' BEND ~ 8 VC 208.92 L.. 0.50 a
FF ¢ 00 N W r M y w a ~ ~ U ~ a ~ ~
UO NN ~ ~ m m F U ~ ~ ~ ° `0 ro 330
330 w w , o ~ ~ t F. ~ r~ o °,n° oo ~ ~
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~ W Z HOLLY SPRINGS
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z ~ - - NORTH CAROLINA 27540 ~ozz QQOZZ~
ONM~~~ O~~Z~
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` ,30 ~ cnF z ~ mot-?? 5-s/ ' 320 sTO~u ~ Og, I I ~
MIN ~ ~PARAt10N - 320
W„i11HiLINE__ / ~ AND ROAD SUBGRADE II / / 11 1}
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BORE AND JACK _ 5- / 30' OF 8' DIP WA NE II
PATH 18' STEEL C NG 8• _ gTORM Ir sTDRM BASIN_ _ IIBASN , /
_ 5-4 do 5-48
STORM I I 5 5 ~ BABA I t` I ~
DRAWING SCALE
u-- HORIZONTAL:1 "=5d'
8" PV g" PVC VERTICAL:1 "=5'
79.41 L.F. 0.50% ,80 .F. 0.50% 310 - % 310
86.72 L.F. 0.5
f7 )7
DATE
5-3-04
DATUM ELEV _ _
.ins nn
ODD LAC, N~ -CO t0~ ODN f-N On af0 0~ 06~~~
1 0 MO top cop ~O p~ pM Mao MI- pM ~p tOp M N N I- Id- It r- iA M iA N C, N co Ln of P; P, 06 0610 SHEET NUMBER r- C4 o a 0 d I7 nN d N ~ :4:04 M~ ~M MM Mrn rn rn 06 t
N~ NM Nop 00,6 nr pr a2 06 C14 NM Mp MN MaV MN MN MN M- MN MN MM MM M M M M M M M M M M M M t~M nV) ~M MM MM rn ~M to MInto
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PP-2

~~e- _ ~ ~m ` CONSULTING
~h ~ _ _ ~ l -L_._. _ a + 0~0 , 2805 Tabermo Lane n O I'Y _ _
~ ~ ~ ~ ~ ~ ~ \ v ~ q i i _ _ ~ ~ _...345-. _ - - ' ~ ' _ _ Raleigh. NC 27606
/ ( ~ ~ - ~ Phone No. [phone] 1
s, ' G , \ ~ / / ~i \ o i ~ P / ~ J - 111__. _ _ ~ - - -
/ ~ ~1. ~ ~ o / _I ~L_-_ ~ ~ ~ w ~ ~ -
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~ 12+60.83 ~ ' ~ - ~r ®
~ ~ ~ ~ ~ ~ Q ~ 0 ~ ~ \F w ~ I ~ r~ I 1 `0. J ~ :0 1 [(1_i sc s ~ ~ Q ~ ~ S
a ~ 12+50.16 r X ~ ~ ~ / ~ , ~ 335.- ~ ti! _ ~ ~ !
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o ~ \ / l ~ ~ ~ ~ ~ TT ~ ~ ~ x "1 ~.__.i~ 4 ~
~ ~ ~ ~ I tt,,~~ J ~ ' ~ ION t YJ DESCRIPT i a ~ V N0. DATE ~ I
~ o ~ ~ ~ ~ .g ~ ~ ~ " A ~ ~ o X ~ A\ - t ~ - - ~ ~ t 4/26 .TOWN COMMENTS 3/30/04
~ o o ~I ~ ~ ~L ; Q P I+18. 5 ~ ~ R ~ _ ~ , t , ~ p. 0 EN / 32 ~ ~ Q
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o~ ~y ~ F. ~ ~ ~ ~ ~ - _ ~i'+ ~ _ SA ~ `I ~ ~~'_o~ ~ 30' SAN ~WER ~;~SEMENT ~ , ~ N' S ~ 1 0 ~ V F Q 1 ° P~ v G _ ~ ~
E wE o , - - ~ R E ~ ~ ~ ~ - J I o'~ RAPHIC SCALE 0~ 5~ { ~ PRaJECT MANAG
q S i F ~ i _ 1 PO I~ <~a r ~o ° ~ DRAWN BY: AJF too G
\ . ~ ~ ~ _ y-- JF. , r ~ ~ ~ ~ 5Q P . 0 \ I APPROVED BY: RJB - J
~ o r 1 _ ~ - - J... PO Q~~~
a , w _ DRAWING NAME: PHASE5.20040503 ~ ~ ~ ~ ~ ~hi ~ ~ ~ P ~ ~~GQ'0 IPt FEET
tip, ~ P~ ~ ~
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350 II ~ rn~ II~ ~ ~ N~47~~'Nl IIo uo
rn O O r~ N ~ O t0 1~ ~ N7 O d' vn O W F- NO O O a"o oo~
ONN O rN pN~ I O7~ "00 ..o o "o ri ~ .N d~ON
ONf~ ~ = Z~ W rOM nOOM POM + rn - -
Z +~J W + J ~Ull-Z? _ W ~W +~w + ~ = 32 .38 rn~~~r,
w ~ ~ Q~ o nQw ~ J Q ~ f/1 W o r Q W t- ao Q w LOW P INT ELEV o cc w ~ ~n.. } t' w ~ W P01 T STA = 20+ .82 w + ~ LO ~
~ F Q N HIGH POINT E V= 330.25 F J~ ~ ~ J Q ~ ~ ~ rn PVI TA = 21+18.8 0 " z_ o
HIGH POINT S A = 11+85.88 0: a N Q N i ~ N = PVI ELEV = 318.58 Q ~ ~ ~ ~ ~
PVI STA 12+00 m N ~ ~ O~ N .D. = 12.00 ~ ° z z ~ _ i~ WW
~ PVI ELEV = 331.90 C° A.D. _ -8.50 - - o ~ ~ ~ I
340 _ i - N ~ ~ K - 8.82 ° i - e 216.00 VC ~p x t 0 m
~~jNi:~~~ ~ PVI TA = 13+65.11 ~ ( PVI LEV = 323.64
- 160. ~ VC J+o,woo~ .D. = 3.00 ~ o`~"~zzza HIGH POI T ELEV = 323.0 N
= 33.33 a = STA = 18+62 96 ~ HIGH POIN N 6
O ago»» N ~ ~ ~ pp r ~(IIFZZZZ PVI S A = 18+62.96 + - 3.70 N ~ PVI E EV - 32
' - I~ N ~ ~ ~ NN M + r ~ ~ ~ ~ ~ N ~ LOW POI TELEV = 319. 5 _ _4 F-- w a~ OWNER
" - N N ~n ~ ~ `0• ° o ~ LOW POIN STA = 16+12. 8 - = 25.00 0 ~ o > w;
t0 O ~ I ~ ~ w 1 0.00' VC ~ ~ ~ ~ ~ . ~
+ _ N 'W ~ ~ ~ M ~ ~ z o PVI S A = 16+12.58 o c~v m m v v ~ PVIE V=318.69 ~ > > ~ w w Q > > ~ ao ~ „ O~~~r7 ~
W W v v ~ o z z A.. = 4.00
330 Q, - ~ m ~ w N r ~ 'r N N ~ ~ _ ~
~ ~ _ A ~n w 2.00' VC - ~ ~ W ~c0~.. OI b, +N F u0 ~ JON. ~ fAF-Z? w NovH rn~Z~ o n oN"~ o ~
> s a a 0~ ~ ~S o '~zz~ w o mo o=
5 > m 4 p»> > W N~ZZ N~ Z
~ ~ ~ ~ 0 ~ n of ~ rn ZZZ W - ~ _ _ _ ~ E- - - _ _
2 ~ ~ t7 ~ I'7 _ U > ' i > m
STORM . 8 4 j ti.i p m , _ , 728
~ VC 103.3 8~ ~ ~ > . U e t.. 2. ~a ~ > ~ ~ W _ P.O. BOX _ , . oo~
009,' q ~ ~ _ m W o ~ Nf MIN. 3' SEP.ARAl10N -2. Z,DOI ~ _ _ --sue ~ ~ PRINGS 00 BASIN ~i HOLLY S ,
' ~ ~ AYATERLINE ~ it' SIDS AND RO ' SUBGRADE STORM ' ~ - ~ _ LINA 27540 - RTH CARD NO
u 320 _ a - - 5-t2 ii - , o - BASIN
t Its - 5-3t ~ ~G 00~° 00864E " Q 5
~ I C~ ~ B N stuRM 0 `BASIN o S M 1L_ - _ I 1 ea~NS~~. a F . SHEET NAME _ ~ ~o
~ ~ ~ 5-14 SEWERLINE ~ . ~ ~ . BA NS I I \ O CROSSING O ~ M g ~ -
~ of ~ ~ 16 ~ ~ ~ ~ W +N _ _ _
o ~ 0 C.F . Oq ~ ~ sroR?~
QQd . 77.85 L.F. 0.50 g^ pVC ~ ~ ~ BASIN C 107 61 L.F. 0.50% 0 L.F. ~ ~ I ~ s-32 g PV 85.
8°PC 0. 0%
8" PV 264. PV 264.
DRAWING SCALE
310 - - - - _
HORIZONTAL:1 "=50'
VERTICAL:1 "=5'
DATE.
)7 ff 5-3-04
17dTTTHf F.'T,F.V _ _ _ _ ~ _ o o o ~ ~ SHEET N(1MBfR
300.00 ao o M CY) r- co OD to 04 _ (D
x001 °rn MN co ~~0 NM 00 r~ ~01 N~ Oil r~ °O r-) C14 MN MM NN N04 ~ NO -N ~N 04 N MN NN NN NN NN MN ~N MN MM MM M M
N NN NN N01 r~ M~ MN ~r f° °oi N6 N4 N NN NN re) 04 MrN ~M MM MrN,~ MrN MM MM MM MM MM M M
MM MM M M PP-3 22+00 23+00
16+00 17+00 13+00 14+00 15+00 0 18+00 19+00 20+00 21+00 17+0
10+00 11+00 12+00

CONSULTING
- \ \ l' - ~ ~ ~ C' °6 ~y 6' 2805 Tobermo Lane x1 ~ ~ ~
r s 9 A ~ ~ t9 ~ ~ 9 \ y ~ g Raleigh, NC 27fi06
~J ~ ~ ~ ~ ~ - i ~ ~ ~ ~ ~ T - ~ H SC- _ A l~ G ~ ~ _ Phone No. [phone] V
~ ~ A 6' ~ ~J. x Sp p~~l 26 , 50 ~ 100 ~ ,o ~ ~,y
~ ~ ~ ti ~ ~ ~ ~ J / ,S
~ 2 ~s~, ~ - \ / I - _ - - w ~ ~ ~ _ ~ ? ~
- 0 2 h~ , . AI'~ .w ~ ~ ~ ~ i ~ ~ ~ , - ~ ` ( Ild FEET )
~ ~x 11~ ~ a V 6' 9~ - - ~ - ~ \ _ s / r~ , _ ~J 1 inch = 50 .i C R Q \ ~ ~ desweere~/
'_1 ' ~ , 0 5+ 0 O - ~ x _ ~ ' ~ i~~ ~ ~ ®eeQ~ ~ ee9
o ~ ~ .ti \ ~ ~ d ~ ~ ee - S ~
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ti ~ s~ ~ t,9 ~9 ~ ~ , ~ ~ ~ 6 ~ ~ S' ~ , r ~ ~ y' 6' + 1J F 6 ~ ~ r V ~ r x ~ ~ ~ ~ ~ R FAR A~ C~11 G ~ '
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`0 ~ ~ 1 CO ~ c~ In G I ~ (s N ~ ~ ~ ~ v J ~ F ° S ~ - - ~ i ~ - - --p~ e ~ - _ REVISIONS
~S' S, ~ ~ ! ~ ~ ~9 k6 ~ F ~ ~ i/
s`_ _ F~ P ' 0 + ~ ~ i4 i ~ _ - - - $ ~ , 0 ti yy~~ _ C7 C \ ~ ~ .DATE DESCRIPTION
„9 I ~.~~o Ar i ~ - ~ - 25~--80 'A' c', -t4,.~ - 'i~-1.6 ~ ~ i ~ 1 NO 350 ~ ~ 4/26 TORrN COMMENTS 3/30/04
~ moo' ~ ,-c v _ ~I--= I 1_ i ~ -w ~ ~ I --i ~ - - - - - - - ~ S - - EMS 0 ; 0 ~ - ~ ~ , o
`r / .P y I ~ ~ ~ ~ , . _ .f.,,. ,A~ i
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7.43 F 4,'~" ~ 1 Q ~ v~ S/ ~ ~ 0 0 ~ , ~ _ ~ a ~ ~ ~
F ~o f - - - /r l -~'r-' ~
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Q ~ ; > Q o PROJECT INFORMATION ~~F _ Z ~
- 370
PROJECT MANAGER: RJB
DRAWN BY: AJF
PVI STA = 24+49.73 ~ c0 ~ i ED BY: RJB ~ ~ ~ ~ APPROV rnrnM I
o~~~~ PVI ELEV = 351.67 ~ - DRAWING NAME: PNASE5-20040503
JON~zO .n" Mza _ -
K = a.4s a
u i I Q „ ~ 120.0' vc ~~~z? is ~zz PROJECTNAM
0 4~ v o
~ d' ~ ~ wi ~ r ~ 9 ' ~ 360
_ M _ - w + W + ut 9 1
r7 W N ~ N
W W ~ . ~ ~ ~ NE -~N. 3 pRAnoN
~ ~ V j i ,/~N. 3' ARF ~ N > w,;, ~ WAli:l wnt~E ~ w w
W ! ANO RO SUB4 ario Ro Suec~aoE
_ _ - - %
3 AO%
M F~ ~ 53
r r` C v P~~ w
00 ~ p ~ ~ oc,°
N 350 maim
V ~Q I ~ > ,F ~ m 2 gg 1. r~M
m 1 c~o~> w J
II a p~G W N~W W N
r ' II O O I 00 O wj ~ Q
~•ON p et ~ N OWNER
~ 't' M
a ~ w ~ t0 r ~ ~ ~ w LOW P INT ELEV = 32 .38 0 ' ~ ~ ~ ~ ~ w
w ~ ~ LOW POI TSTA = 20+ .82 w + c0 ~ Q i° ' w a rn PVI TA = 21+18.8 0 ~ z ~ W N
~ _o N ~ VI ELEV = 318.58 z o ~ ~
P a o» j ~ a ~ .D. = 12.00 ~ ~zz i , 340
_ ~ m ~ o_ .oco~
I ~ I /~o e w wj M
216.00 VC p°~ ~ • ~o J ~ ~ ~ :0 0 0 z o
0 = = N Z a» HIGH POI T ELEV 323.0 ~ . a
~ ~ ~ ~zz HIGH POIN STA = 18+62 96 ~ 0 N ~
PVI S A = 18+62.96 ~ _ o~•
PVI E V = 323.70 cNv P.O. BOX 728
A. - -4.00 ~ w G - ~ ~ _ U LLY SPRINGS
- 25.00 ~ o > w; I ~ ~ ~ o`~ W ' Q HO
1 0.00' VC ~ ~ ~ ' •a co r ~ ~ i 0 AROLINA 21540 NORTH C 330
~o ro ~ ~ r o~~~ l .d' O (0 ~ J~N..~
O 0~ O O ON''~Zp % SHEET NAME
~ N cphr~r'l p.-~ ~ S pj I~ Kl N ~ c0 ~ ~ Z /
M J+MOa.F- Of w1 rnNZ~ ~ ~ JOS. O ~c/)I-ZZ Nv ] ~w)_O I~ ON
w) S O ZZO ~ U -a + N ZQa Q O ~ Q i- O > n n
_ ~ ~ZZZ W /
Ut U P
> m ~ Qt
_
' i r ~S1ORM - - 320 DRAWING SCALE
~ BASIN I~ ~ , ~ - rr3q i
it ~ ~ sroeu NORIZONTAL:1 "=50'
BASIN ~ 3t k G OG~'
Nd9tE / Q~ g. I I ;3ASN3 ~ 8 4 . _ - _ s- ~~o VERTICAL:1 "=5'
U_ a
_
8 P sloRnt DATE
0.50% J I BASIN 0.50% 77.85 LF• g" PVG ~ ~ ~ ~ 5-32 5-3-04
8 PVC 107 61 L.F. g5. L.F. 0. 0%
nueeT m u~DCD
OD 00 17 ~2 rn - 00 M r 0 ~7nGG 1 1\Ymocn r-Z 06
O O ° r° dr Ln to M~ M~ ~Ip r .-M om to rnM rn~ ~M r~ ~r to ~6 d~ G)tD c°9 co 0, N6 MN ~M t0~ frOr w0
nvi MC4 N~ o ° 0)° (10 NM N~ M j M~ MLf) tr) LO LO U) if) MM M~ MM MM r90 Mto CO co co n Mtn rn~ r7M MM MM M ~ w PP4
iNN N N NN MN M M~ M ~ try MM M M M M M N N M M M M M M M
I 27+00 28+00 29+00
23+00 24+00 25+00 26+00 19+00 20+00 21+00 22+00

i
~ i0 ~ - CONSULTING
~ 0 O v, ~ ~ 2805 Tobermorp Lane
/ ~ P~ ~ _ ( ~ RA-N ~ I ~ ~ ~ ~ i ~ $aleigh, NC 27806 A,N 4+~ ~ ~ PHIC SCALE _ gR ' ~ Phone No. [phone]
- ~ ~ S ! ~S ~ - i - - ~;7 ~ §0 i~ 0 25, ap 100 200 _ to
S? / - j. _~F~~~ ~ ~ ~A
~ I ~ ~ • ~ ~ / ~ ~ ~ i i~ ~ - / ~ - ~
t9 \ _ ~ t9 Pc o ~ PC - 25+34.25 ~ (IN'~'EET
S ~ ~ cy, = 50 fk ~ ~ ~ F+ ~ s~ea~gee~s~
~ ~ b' ~ ~ ~ i c~ I ''i pp~~~®s ~S~Q m®~,~r V®s®~ a®9
~ ' ~ ? Sl _ _ ~ ~ f~ + V / ~k ~;U G+ II tT ~ e ~ Q ' s S
1" + ~ + n N ~ ` ~h ~ 2 - a a.- YL llJ. 1', , t
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I ~ , - _ , ~ ~ ~ ~ , ' ~ - i _ _ _ ~ - ~ ~ r - - ~ ~ ti ~ ~
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ps -n- - Obi- - - - - _ ~ _ ~ ~ ; ~ ~ r
- { - ~ _ _ - d - ` Q r ~4' - P ~ ~
s J_.-~_ ~ ; ~
~ ~ ~ o ~ ~ ~ , ~Q' REVISIONS
~ `gyp ~ , cv E q P Sf i~li_NT - ~ Z o ~ i III ~ ° _
V ~ o Lo-o_o o_o _ - ? ! °1 N0. DATE DESCRIPTION - ~ s
- - - _ V _ _L~- h ,o a 4/26 TOWN COMMENTS 3/30/04
1 ~ S A ~ ~ 1 t~ ~ ~ , _ - 45-- - - - - - - - - - -
~ ~ - - i ~ ~ st ~ _ G ~ - _ -
~ 6' \ ~ ~ \ ~ _ _ - -
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~ 2 r' 6 _ . ~ ~ _ ~ _ 14+ ~ 5 9 _ i
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,g ~ ~9 b' S? ~ <p F ~ t9 - ~ 6~ c.~ z ~ - -I - - - - ~ GQ - e = P~ PT = I-- f ~ ~
F ~ 6' 22+46.33 I I _ ~ ~ ~O ~Q
'ti ~ F ti~ q ~ ti ~ 2 ~ C~ --'Yt`-' p~_ ~~ti F N ~ r ,i s ~ I `
~ S 'A ~ C' 1 ' ~ n ~ ~ F ~T ~ ACA + ~ ~ II S f, V` F~ o ~ N ~ ~
v 0 T o 'L/ , " ~ ~ + to . F S S , ~ r I 1 ' ~ ~ c~, I i
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Fl, ~ ~ ~ ' ~ ~ , - '9 0~0 \ 06 ~ ~ d
~i ;ate ~ , - -iT - - - - . - - - ~ ~ q J 'r ~ ,--+4''"~ o~ ~ - -23`+6p - - ~-?F', 24-f6(~ -2586 ~ o' C~ Q. ~ J GV ~
y ~ -?i ~ _ ~E~~ / ~ ~ / _ i L, ~ ~ P ~ p 1 ~ - " PROJECT INFORMATION
Ao P 0 S. J ' , `~t ~ --4~-@~ ~ ~-0
~ . - ~ ~ 5 ~Q PROJECT MANAGER: RJB ~ U ~Q
~ ~ ( ~ ~ w F ~ti = . ~ d ~ I' ' ~ F
10+ 7.43 ~ 1 ~ ~ 4 ~ c. ~ '~P
i ii ~ a~ •
~ ~ ~ o~ ~ -
S A l' ~ ~ ~o ~ V G
~ ~ I o
i i I I
o ~ - - ~ ~ ~0~ ~ t~', ~ DRAWN BY: AJF
ti, ~ , _
`o i ~ ~ ~ ~ BP'S' , y ~o 9 ~ i ~ , APPROVED BY: RJB
I I ~ i DRAWING NAME: PHASE5-20040503
~ ~ i, o j ~ ~ ~ ~
i r,. -
PROJECT NAME
360 - ~ ~ 360 360 360 -
150.00' VC II w
a PVI STA = 1 +41.46 "o it ~ o so ~n~ uo ~ Ilm
N ,n PVI ELEV = 348.68 v a d ~ 4. Ip tOi _ ~N a; +M ~o° vro rn
N N i ~ r~i M' ~ K = 18.4 ~ M w + ~ w Oa~°~ rnao~t
~ M ---~N MQW OMM MOB
U+ J ~M Q w ~ U> ~ Q O ~ > O a > O +N J m
W W [n ~ ~ W (/7 W OQW W ~~W W QN w QN
J Q >n STA = 12+7 ~ F ~ ao Q N Q~ ~ °D ~ IY H ~ H
~ P ELEV = 332.4 r1 N N Ow POINT ELEV = 333.21 N
A.D. - 8.00 ~ W + • ~ .0 350 - _ ---o ~ ~ 350 L W POINT STA 11+88.fi4 350 = 350
PVI STA = 11+50 ~ ~ _ Z O ' PVI ELEV = 29.43 a ~ Oj N
PVI ELEV = 329.54 150.00' VC ~ m Q d ~ ~ > > ~ M A.D. = 12 60 + ~
A.D. _ -3.00 m ~ ~ z z m + o K=19.5 ~ M
K = 3.33 II II o ~ I I
° u~i 100. VC it II 240.00 C > _
M r- M Q W ~ jw _ ~ N
ll1 {~1 ai w > > ~ ~ ~ i a OWNER
III ~ > U ; O ~ w W + M, + M ' - M M
v ~ r h (O r N ~ ~"I 2.08 W
O d M io rn ~i ~ q 2.Q Vl ~ U 340
340 0 ~ - 340 d o ~~W CO N~~. 340 _ -
+~J ~O~ 111+'- I O J M '3 6 z o A f
w dW ON~z / W Q~ o d z i` 6 1 ~ I Q ~
t- ~ =~Zp~~, M QHO~ n^ N (n ZQd N M ~fl1FZ ` v ~
Q h- o» ~ M d M ~U1F-Z? v0~
U W i' M ' 8E1N~EEN WATfRUNE p~
O o W W,. i O+ ROAD SUBGR 0
+ I~ N M ~ f I~ g N Q~ •J ~ STORM S BASMS ASIN
38 p~o ~ ~ W II Ii P.O. BOX 728 II ,
w r it ~ ~ ~ > a II ~ HOLLY SPRINGS
~ o ~ 330 N MIN. 'SEPARATION _ 330 330 _ ~ - 330 ~ ~,E
O N ~ ~ ~ M WA'tEf6JNE 9. N p ~ r%~ cv II AND R AD SUBGRl~[IEj i ~ ~6 ; NORTH CAROLINA 21540 I `
G o~:~m~ > ~ ~
J°'NOa~ F J Q / ~ SHEET NAME 2-~' sTOR~ i
Orn~~zzp ~ W BA~II ~ NE I cu~v~Rr~s-
zQ~ S S ~ 5'36/ ~~.~pWA QUO»> / - zzz j-' ~ ~ ~tnt---- _ ~ n
:0 ~ / / n
STORM ~ ~ / /
BASINS ~ ~ g" PVC 86.92 L.F. 0.50% 5-35~~ ~ LE PR FI PLAN
5-35A ~ 320 - - - 320 320 320
u~ ~
5~ ~F. DRAWING SCALE
0 I ~ HORIZONTAL:1 "=50'
n VERTICAL: 1"=5'
STREET "F" DATE
5-3-04
DATUM ELEV DATUM ELEV
310.00 N)I~ fro loco ~'t 000 ON N~ -N ~t h~ tD 310.00 /p 0 00~ Mn cON ~ MN c~N t~a
P7pj tn~ ppr 06 Ma NN ln~j oidj t0~ Oil N N ai co ui It r: N ~ I SHEET NUMBER
NM Ncv NN MM ~M rr) n ff)K) M~ ~M M~ t7 M ~M ~M ~ M ~M K}M MM ~ ~0 d r~i MM MM N~ NM stn MM MM MM MM MM MM MM MM M1'AM
10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 PP-5

CONSULTING
2805 Tobermory Lane
GRAPHIC SCALE Raleigh, NC 27606 Phone No. [phone]
~ 0 25 50 100 Z00
( IN FEET )
1 inch = 50 ft, ~ caRo
~~Es®Qca~e~®s ~i! y1T91 e•1-I'
®0® V~ir ® •MQ
® `4 S w ~
1 • 0
~ ii ~ , I ~ f I , ~ A / / ' ~ ~ 00~~?
/ ~g ~ , - - - ' i-~'--~~ ~ !fit - ~ / i ~ ~s e~ ®f + 1 ' ~
~ V H '1g ~ 0 1 E5 ~e ~ / A ~ - L. wL ~ - ~ ~ k ~R R~ ti +~o-~:_ ~ a FP
/ Q r ` ' fir Of}' - - - ~ ~
- 1 , t ~ d l
P~~_ ~ _v ~ _ ~ R1 _14+67 ~ 10 / + `r o I ~ _ , vow ~ ~ ~ w w -
X68 ; ~ ~ ~ 1! N u - _ ~
tt ? I ~ ~ ~ ~ r ' ' DR ,IN . ~ g. , S o P ~ 4 1„ ~ ~ t A S iViEN T
~ a ro 0 ~ ~ ss ~ pp Pig t I `•.DI~ ; ~ c9 o REVISIONS 1 ~ I
b ~ ' ~ _ t9
_ _ i~MEN ~ x S ..tt1- ~n N0. DATE DESCRIPTION ~ V , ~`J A ~ L 4/26 T01VN COMMENTS 8/30/04
9 S ~ 1 x ~ - V S~
MH P ~ ~ J Jl_ PC = 25+34.25 - - 7~ 'V - -
1 ~ ~ \ ~ Z ~ ~
_ ~ ~ ~ . ~ \ ~ ' I l ~ _ 0 1 o ~ ~ 6 ~ ,~h ~n v
n ~ ~n ~ ~ l ~ ~R 0 ( ~ ATE ~ , x qlN, -=f1; ~
~ h ti~ i ~ I ~ C b' ALL G t1
~ ~ ~ ~E ~ _ i- - _ - - ~ ; 5+ 0 ~ 0 - _
~ ~ S ~ ~ / ~ / ~ S X55 l ~ 'Q!, \ A ~ ~ i k ~ ~ o i ~ I - _ ~ .ti ' s ~ ~ ti - - o ,~s,~~ - - - - - -
~ ?Y ~ . ~ / ~ _ n_. 0~~-__? ~ y?~~ f
,o - ~ ~ ` S'„ 00 / ~ ~ I ~ ~ I S
~S ~3~A '1 1 z ~ -ll-- 1~, S ~ / ~ 1 i'~ ~ / ~ ~1'~ ~ V Y
x~ ~ g) ~ZW I ~ ~ ~ ~ A ~'~~/j~ ~i - 'S .i _ ~ ~ 's _ W -ll-- 1-, ' T ~ ~ f , ~ 9 I ~ \ t9 ~ z ~ ; , ,6. I' ~i ' 9 F 'S ~ ~ G '~T ~l
~ ~ ~ ~ I~(n I s F \ ~ x S F Q 0 ; ~ I ~ ~ b'
Q ~ Q - T ~T, O F 0 ,'c" N n n
L F 9~ ~'F ~ + ~ II
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASES-20040503
380 380 380 3s0 _ PROJECT NAME
~ ~0 360 ~ - 70.00' VC n-0,
~ Ilo ~ +'c m~ P - VI STA - 4+70.7
m LOW P01 T ELEV = 327 9 •i;i
r - M LOW P01 T STA = 1+85 04 ~ m~ PN ELEV = 350.8 ~ .D. _ -7.00 ~ ;08%
+ ~ d - R--~Q.~ PVI V = 324.13 •.w 00°~
i O N> I W ~ H QW A D. = 16.50 6'
I, PVI STA = ~+43.53 w F = 16.97 >m ~ ~ ~ ~ ~ m °i
PVI ELEV =i 355.49 ~ ~ ~ II Q II U II ~ ~ A.D. _ X5.00 ~ ~ i n - , 80.00' VC - - p m ~
^~nm - mnM mom
370 a K - t .00 - 370 370 , ~ oN~ 50.00' VC ~ ~NM 350 - - ~mul ~ a 350
d~ j M~ ~ OONW ~u+jj O cV Q ^ pN if + N
ao~W rn ~n J Q+ ~ ~ ± .w o0M ~ } ~~W } ~~w a II v + a~
~ . ~ PVI STA = 2 00 Nr'~i +M ~ ~ a ~ ~ d cn V•~cn } m~ o. Ilvm
~ ~ N PVI ELEV = 3 2.88 N ~ a v~i a ~ N N .0. - Ojw ..w - O,~N VU ~ QN Nn OMM > Q ~ r~
o o_ O~W - o - +M
K=8.00 >m ~ >w m w I ~ ±Qw ~ Nw
32.00' V N i i W F W OWNER
PVl STA 1+44 II n ~ N N ~ i J N J
PVI ELEV = 347.28 - - III ~ ~ A.D. _ .00 ~ ~ - II Q 'lJ.l ~ U
360 _ ~ + ; ' ~ ~ _ , 360 360 p II K-800 ~ ~ > 340 ~ - - m ~ 340
ODN i NM ~ > J ~ J f
40.00 VC rn • ~ w ~ 1 ~"i 1
d'N SON UW W i ~ 5 ~ N~ >j i, 1.00% 2• r
*'M mm
M 0 Gs U 2.OB •08 ~i
: ` ~ ~ W , - I - - _ a m> II II II U '
m Q
~ II II 4' AIERIJNE II ~ I ~ N
II ~ p II ~ p°~° s P.O. BOX 728
350 ~ - - 350 350 330 - 33o HOLLY SPRINGS
NORTH CAR LINA 27 4 0 50
II m II U II i •s
QOM Q N1~ ~ II SHEET NAME
v0~ v~~j iii n _ _ 11 11 -
NOM I~ OM STORM ~ O j ~ ~ > - AL Y LE A
I I BASIN m N ~ w U r W 5-39 N' W N Q W Y If fl o ~ ~
II } Q } ~ ~ m~ ~ ~ I ~p u7 ~ fl fl
~ II Q ~ a ~
340 - 340 340 +M ~M 320 II -
" II I i 320 P A P FILE > ~ ~
IIH ~a~.I ~ ~ J (/lam I
I{ u ~ s ~ i DRAWING SCALE
i a' w~mtu~ ~ o_ as m ~ HORIZONTAL: i "=50'
~ . " ,
. N VERTICAL.1 =5
~ ~ o~`~~ I
~ » ~ » » +"~zp i 7J
I I F DATE ~,~ZZ ii
DATUM ELEV DATUM ELEV ~ar~r~ r,•~y j i 5-3-04
330.00 330.00 310. lXl
rn n ni ,..~d r. L.,
w~ cV~ Mr OM M~ f0~ Co N 0.. p., M4, Ov Nrn OP N~ 00 M M c0 M O N 00 O s0 p M~ o: t2 O~ Nm NGD NO N~ 4O (0,6 '-(V to 1n
co ~ N (0 1i O N6 0,6 0) C10 Mt M`t MM MM LOU') ~ro K) N M ~ M M M M M M M M N N N N M M M V) SHEET NUMBER MM M,M MM MM MM MM MM MM MM M
1 I
1+00 2+00 3+00 4+00 1+00 1+00 2+00 3+00 4+00 5+00 PP-6

CONSULTING
2805 Tohermorp Iane GRAPHIC SCALE Raleigh, NC 27608
Phone No. [phone]
50 0 25 50 X00 200
( IN FEET ) ~ CApO 1 inch = 50 ft. Q.~..® ®me®(/
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~ ~ N 1~ ~ A .m S~ ~ A ~ ~ ~ Q Il -l ~ ~p DES RIPTION w ~ w N0. DATE C
~ I t~ P ~ q k , C 1 q 0,; o- _ 3 0 04 4 26 TOWN COMMENTS 3
/ l Sl ~y r ~ ~ f ~ ~ y V `E 's °i / O 4 12+50.16 . ~ ~ ~ i~ I l / ~ ~ ~
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PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASES-20040503
PROJECT NAME
350 350 360 370 ~ _ 360
PVi STA = ~+97.10 ~ I I r. II II w II w
PVI ELEV 337.45 ^ po u~ A.D. = 4.00 ro ^"N IL it ~ N n ~ vp> ~W '1~00~ WNW
II o K = 1 .00 U n. worn wow ~ [p _ O pp v In IA ~N Jp~ OON~ ~~M
o ~ ~ o ~ o °a M HIGH POINT E V = 344.97 17 Qa:N ~p+ 0I+ .
0 40.00 VC N II ~ ~ o + ~ + HIGH POINT TA = 3+35
+ M o + ~ ~ w + • ~ PVI STA = 3+00 It QW W O`'W } r'~W ' } cVFW
p o ~ W ~ I o ~ w w~~ w w N~ w PVI ELEV = 347.97 ± Q W I ~ r Q w w~ N A.D. _ -17.00 ~ } H O• W J Q N J Q~
w ~ ~ ~ w Q~ ' ; o ~ + ~ ~ ~ ~ a N K= 0.00 Q W mN Q
N ~ N ~ ~ I n m w I 170. ~ VC f- tn
4 + ~ v U 3 0 - _ _ - 340 350 360 - -fi- 350
. • iv w w _ - ~ " VI STA = 1+7 ~ ~ ~N 00 r
~ ~ " - P ELEV = 332.7 0D r + PVI STA = 5 85 MM _ I
m Q] ~ - M r A.D. - 6.00 PVI ELEV - 3 3.72
K = 10.00 >S ~ w A.D. _ -4. 0
W TERl1NE w - " 60.00' VC - - . ~ ~ 0 w> K = 18.0 w
- ~ r - _ ~ HIGH POINT ELEV = 339.93 - 72.00 V
f r ~ M HIGH POINT STA = 1 63.79 OWNER
O M VI STA = 1+7 39 rn N Vl ELEV = 340 45
i II r N lil II U ~ ` A.D. _ -7.08 M
II II ~ vi . ~f M U M ~Op - ~ 350
330 330 340 > e w ~9 ~ W +0 340 I ~ I ~ > ~ ~M 70.80 VC
I U ~ 00 m rriW
m II II a~ VU
Ilp > W> Obi W ~ N Of
u pll u _ ~ _ n t0 ~ _ r QO
• N1 r f!j N ~ O
M U Oi O
m ijj U O ~ M ~ II II + _ > N M
> II N W P.O. BOX 728 ~ II II II
I `2 ~ p°~^ I W > HOLLY SPRINGS
320 320 33 - - ~ 340 ,08 ~ J ~ _ a_ 330 2 ~ W A 27 40
II ~ STORM I~ I NORTH CAROLIN 5 ~ 5 ~~9, 5
? eASln ~ srORM I I 5-17A g~ I I/ I I BASIN BA51N / 5-9A x'4(1 x.09 o
5-9 I I % SHEET NAME D ~
8" WATERLI 0 STORM BASIN stares ~(I`.,'~., n eA~N - -
5-17 8" WATERI.I - n n
~ I EY ALL
a
L SI.~N 4 WAIERUNE
II II pll PIPE
310 - - 310 320 - R FIL PA 330 320
DRAWING SCALE
HORIZONTAL:1"=50'
VERTICAL:1 "=5'
» »
1l 7f 1? DATE
5-3-04
ATUM ELEV ATUM ELE1~ DATUM ELEV _ 320.00
3UU. UU 31 V. UV
d tf) M a) M a)M NM NM 00 ~ app Nap M00 C) OD _00 to rtn t- t0 (o co tD co M M N N M to M M OD rM 00 LV ~ N f\ 06 to Oi tO Oi pj tti tri h I~ d r CJ ONO N M L O0 OR N o, ~ ~ N M . .00 ro r 6 M N MM
NO NN NM N~ M Md Mn M00 M0) M; Ma' Mr Mtn .4-4, d MN MN MN MN MM MM MM MM MM MM MN MM MM M`t Md M F M M M M M M M M M M M M M M M M ~ M w SHEET NUMBER MM MM M Mry tot to nM
1+00 2+00 3+00 4+00 5+00 1+00 2+00 3+00 1+00 2+00 PP-7 4+00 5+00 6+00

CONSULTING
~ 2845 Tobermory Lane Gh ~PHIC SCALE Raleigh, NC 27606
Phone No. [phone]
50 0 25 100 200
(IN FEET )
~ ~ ~ inch = 50 ft, _ . ~ CAq
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~ w ~ , ~ 9. ti ~ ~ ~I'
~i~ ti s F ~ ~ ' ~L ~ F ' ~ y Oy ~ N0. DATE DESCRIPTION ~ ~ _ 0 9. F 9 0 S o I I w~
~0~9 ~ - / N A r" v ~ ~ / c, i 0 0 ~ '~j ' 0 ~ ~S L I _ 4 26 TOVPN COMMENTS 3 30 04 ~,~~,0- 6' ~ 9 ~ ~ / /
A; 20 Sq ~ ~ G~, F~ 90 ~ ~ ~ ~0 . SAN SEWER -
CD ~o N SE W\- ~ ~ _ / / R oo FASEME- ~ i ~
ti ~ NT ` i . / ~ % ~ F F - E,ISEMENT r- - - i ~ S ~ ,::J I 1 A ~ ~ - -
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PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PNASES•20040503
340
Sao PROJECT NAME
N N
I ~ I it Q ~cON fn cpO1N
F ~ I II c0 ~r%lr~
o ~ o o~ r~N~MN~
330 ~ - - Uj ~ 330~ r~o omwoo~
+ ~ ~j ~ rn ~o ~o o 6~ N + pp ~ N~ Z Z Z p Q ~ O
ri ~ o ° Q r~ r~ z ~ co H !/1 N ~ QO»»
0o t0r~o° ~ _ ~ r~ ~~r ~~zzzz II
o~~Zo ~p N O~
N~pSSN
w°o~ri~ ~ ~ ~~zz J}~vv~ O.-MZZO 2 -
O±H~~zZ~ 2 ~ Q~a
Q~QOW»> OWNER
3 F ~ z z z PROPOS PROPOSED
320 STREET 320 STRE T 0
a
310 P,O. BOX 728 31
HOLLY SPRINGS
NORTH CAROLINA 27540
2.50% S PAC
~ 38 ~.F 22
SHEET NAME
TFA LN
300
PLAN P 30
DRAWING SCALE
HORIZONTAL:1 "=50'
VERTICAL:1 "=5'
fJ 11 » »
DATE
DATUM ELEV _
290.00 DaTU~r Er,~v 5-3-04 290.00
SHEET NUMBER
1+00 2+00 3+00
1+00 2+00 PP-8

CONSULTING
2805 Tobermory Lane
sDD' Raleigh, NC 27606 Rlcer nF Phone No. [phone]
,..;y-,-:.. =1U~ ~.,~{~r,..; 2 TREES/q ~ I LF
J:1 MA%. 3:i MA%.
VALLEY WRB / Y VALLEY CURB ~6 30° WTOTH 1R4 ~ i~Lbgfi 30° WID1H ~ l0A
~ o®{®0ee®00)p® `I PAt~EMENT OE -di,rv y'i7 SA o~®
6' CONCRETE 7.0' SNWLDER 25 I-2, 8' a ~ ~ V~ 9 T STDEWALL( k PLANi1NG STRIP 710' SHWLDER SA 240' k PLANTING STRIP ! Q
d' DEP1N ROADWAY Niu III ; S ~ 0 a
PI qFT PEk~Fi PER2fT 7
TYPICAL MINOR RESIDENTIAL STREET SECTION 24' B-B 0®q~
NTS ®o°~~ ~o~~D~o~~
~F H
57.0' RIGHT OF Wa, ,
~ :t$'. :.'.2:+~' • ~i~ rqS ~,:1" ~5~1 ~ t~
~~~~r~;{.~::~~ 2 TREES/40 LF ~~u~;~=~,x
- REVISIONS 27 Max. J:I MA%. VALLEY CURB ~ VALLEY G1RB
30' 1WD1H I/4 1 4" 30' mDTH PEAn FT PER FT "r -
-7° N0. DATE DESCRIPTION PAVEMENT OEyai 5' CONCRETE 7.0' SHDIILDQt 2S° I-2, 8' rn~ 12.0' SNOUtDER
SIDEWALK k PLANTING STRIP 270' k PLANTING STRIP D/miH / ROADWAY Vni~ii i
PER4F7 PER2FT PER FT
TYPICAL MINOR RESIDENTIAL ~:IIZEET SECTION 27' B-B
N?5
12' A[1EY
20.0' S GD~e r~iF EASEMENT SIDE ~a.~r 5' CONCRETE SIDEWALK
J. 3:1 MAX.
T q^ ~ I q' "SHOULDER 6° OEPiH 7.0' SHWtDER PEk FT PER F7 11 MAX. r"NTINC STRIP CONCRETE k PLANNNG 51RIP
\ VA:lc, '^~2B VALLEY CURB 4.0' PAYEIAENT DE9GN 4.0' JC~ ~.~rni UlIL11Y 6^ CABC UIILI1Y 30' WDTH
STRIP 12.0• STRIP ROADWAY W9DIN Z.5 12' ALIFY 25'1
PER2FT PEk2FT i9' ALONG
STREET PAVEMENT
12' PRIVATE ALLEY SECTION 12' ALLEY RAMP DETAIL NTS NTS
ALL PUBLIC STREETS ARE REQUIRED T(~ BE PLANTED AT A MINIMUM
RATE OF 1 TREE PER SIDE PER 40'
PAVING SECTIONS SUBJECT TO GEOTECIINICAL TESTING
CROSS SECTION DETAILS REFERENCE TO STANDARD HOLLY SPRING DETAILS
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASE5.20040503
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SHEET NUMBER
D-1

CONSULTING 2805 Tobermory Lane
Raleigh, NC 27608
Phone No. [phone]
- UPSTREAM END OF
STORM DRAIN OVERFLOW
so' MIN. ND~ES: UNDISTURgFp g0 7~3 PIPE IL
BUT SUFFICIENT TO KEEP i. PUT SILT FENCE OR TREE PROTEC110N FENCE UP a' MAx. SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE S USED. n D DIAMETER
I VgRinuu aS DIRECTED dY 1HE ENGINEER 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT D D Cq~ ® C DC D _ _ ~ ®®®d+q+
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- . LNG OVER THE STONE, THEN THE TIRES OF THE _ _ ~t v_ E'J 8E USED 25' 01: wHITH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE e,.~ - N f UNDISTUr;r; ~~B ®a~~ 2a oR Fl.arrER so~L ~®•'0~~ d~ °~`9
MIN. T2-I/z cA. EXISTING Is F ;'nNlf. L)R RAILROAD PROP~~~.I n STREET, W7ERMmw7E ROADWAY L LJ tT) WHiCHI „I a IS PUBLIC ROAD. BURY BOT701 - - ° e' - ~ B° MIN. ~ ~1N• ` « 7~y~ _ s e~ a BURY BOT70M _ _ _ g~ o
MIN, t0 cn waES - GREA H I: OF PLYWOOD uNE WRES 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS OF PLYWOOD '-T1=III=III= - =I11=III=III III ~ ~
cii FF E F Ric ( - ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY „I To 'EGO o 5C, WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY ~ I III-111_ -i l ~ ~ d SECTION A-A A ti amp 3~4" EXTERIOR e+
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL NOTE: ALL PARTIALLY COMPLETED STORM DF cRaDE RESPONSIBILITY FORM. SHALL BE PROTECTED AT THE END 01 COMPLETED STORM DRAINS aLYW00D + fECTED AT THE END OF 0% CHANNEL GRADE ® +
EACH DAY IN ACCORDANCE WITH THE' DETAILS. ACCORDANCE WITH THESE ~ r~ MIN' ~ srEEL FENCE PLYWOOD INLET PROTECTION MAx. cw~DE of FDR A ~ ~fi~s,.,,~,~~ '
PLAN PosT ~TrP.) TR,wsmoN of is MIN. y A UPSTREAM END OF OVERFLOW -
STORM DRAIN
DNERSION OR DIKE I 1 II I I I
~7 3-~ IIIN, 15' MIN. NEW CONSTRUCTION I I II 1~3 PIPE PLAN I I II
NOTE: STEEL Posr EXISTING ROADWAY I- I I D D DIAMETER Do y `I' Ji
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ wovEN vnRE FaeRlc DOES NOT EXCEED t/4 ACRE AND NEVER IN NCE cEOlEZTaE FABRIC ' FOR REPAIR OF SILT AREAS OF CONCENTRATED FLOW FENCE FAILURES, USE 12~• MIN. Dp D ~ REVISIONS
No. 57 WASHED STONE. 6" MIN. - WASHED STONE FILTER • FOR ANCHOR WHEN SILT -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. SLOPE ACROSS PIPE INLET- HASHED STDNE FILTER - D D ~ ICROSS PIPE INLET . °
FENCE IS PROTECTNG CATCH BASIN. t r: VEGETATED DNERSIOt~,~~ ~ ~ SCRIP3`ION i ll ~ l'~ n~ a-I I ~n 1=111-u l- - I l~ ~ 1=11 t ~ ~ rw,NSmoN r.. rf cRaDE N0. DATE DE
6" MIN. COYER ~ DYER SKIRT • 118RIC UNDER STONE -11I-ill~ll~ll~~ II II~II~II_ ~
ExTENO vnaE 6• Mlw. INro TRENCH HARDWARE CLOTH
REVISIONS AND ANCwoR SHIRT As REVISIONS REVISIONS DATE DESCRIPTION OIREC7E0 BY ENGINEER • CR[t_j SECTION DATE DESCRIPTION DATE DESCRIPTION STABLILZED .I ~ APE
12-5-00 SDE VIEW WIRE TRENCH r ~ ~n[~ STONL I ILTER INLET PROTECTION STABLE UNDISTURBED OUTLET
ISOMETRIC VIEW
STANDARD TEMI'~)RARY SILT FENCE 1 CONSTRUCTION I NTRANCE 7 PIPE INLET F E INLET PROTECTION I I_YWOOD AND STONE 12
II LEUEL FLOW SPREADER
SOURCE: NC EROSION AND SEDIMENT CONTROL PLANNING ANI ~ DESIGN MANUAL, 1998
* FOR REPAIR OF SILT
1~. 8' MA%. FENCE FAILURES, USE I ypR~,m~ aS DIRECTED BY THE ENGINEER Na 57 WASHED STONE.
FOR ANCHOR WHEN SILT 1@IES I' FENCE IS PROTECTING 1. CLA$S OR MEDIAN B!ZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH CF APRON Mi-IN-I B -
CATCH BASIN. TO BE DESIGNED dY 7HE ENGINEER. x STANDARD METAL POSTS 7-O" IN GROUND
MIN. 12-1 /2 GA. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR INIERMEOIAIE RIPRAP APRON DESIGN STANDARDS. MIN. 10 GA. WRES f-
LINE WIRES - L 3. RIPRM SHOULD ExTENO UP BOTH SIDES OF THE APRON AND AROUND THE END I ~ E F RIC Of THE PIPE OR CULVERT Al THE DISCHARGE OLRLET AT A MA%1MUM SLOPE OF GALVINIZED HARDWARD WIRE
is TO EC D 2:1 ANO A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT EXTENDS TO TOP OF BOX
GRADE 4. THERE SHAll BE NO OVERFLOW FROM 7HE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRA°PD) 3 •I I SHALL BE UNDERCUT SO THAT THE INVERT OF 7HE APRON SHAl1 dE AT THE
SAME GRADE (FLUSH) WRH THE SURFACE OF 7HE RECEMNG CHANNEL. THE - APRON SHALL HAVE A CUTOFF OR TOE WAIT. Al THE DOWNSTREAM END. i' STEEL POST
WOVEN WIRE FABRIC 5. THE WIDTH OF THE END OF 7HE APRON SHALL BE EQUAL TO THE BOr10M WARNING SICCH WIDTH OF 7HE RECEMNG CHANNEL MA%IMU4 TAPER TO RECEMNG CHANNEL 5. i 8 .I
SILT FENCE GEOIE%RLE FABRIC 6. All SUDGRADE FOR STRUCTURE TO dE COMPACTED TO 952 DR GREATER. _ g
~ c 7. THE PLACING OF FlLL, EITHER LOOSE OR COMPACTED IN 7HE RECEIN,uG PLAN ~ n ; FlLL SLOPE j I~t~NT VIEW CHANNEL SHALL NDT BE ALLOWED. B - o,~ ° ~ ~
M ~ 8. NO BENDS OR CURVES IM THE HORIZOMAL ALIGNMENT OF THE AP80N WILL L ~ ~ BE PERMITTED. _ oa, 0
•GRADE (10• MIN.) ~i o 0
w NATURAL GRADE 0 6' MIN. covER TREE PROTECTION AREA - d~ ~ ~ PR ECT INFORMATION ~ ~ OJ
OVER SKIRT • M DO NOT ENTER - M 1 o 0 0 -
EXTEND PARE 6• MIN. INTO TRENCH ~ RIP RAP AND ANCHOR SKIRT AS ~I I~ DIRECTED BY ENCANEER • PROJECTMANAGER: RJB
SIDE VIEW rvorES_ WARNING SIGN DETAIL TO BE NADE OF DURABLE WEATHERPROOF NATERUL. ~
WARNING c~„c: 1E77ERS n oc J" HIGH MlNINUN, C161ftLY LEGIBLE AND SPACED AS DETAILED. SIGNS SN+~~ pE PPCED Ai 30' N4xIMUM INIERJALS. DRAWN BY. AJF d7 WASHED STONE PLACED TD A
NOS; PUCE A =~°v 9i EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THERFAfTER. 4• ~5 WASHED STONE FOR iREr rr;,vEC710N AREAS ff55 iIWJ 200• IN PERINFTER, PROwDE NO LESS THAN ONE SIGN PER PROlEC710N AREA. l/ LAYER OF FILTER FABRIC ;~~ICHT of tz"-Ia° MIN. ABOVE APPROVED BY: RJB ~P of Box
-USE SILT FENCE ONLY WHEN DRAINAGE AREA anaCH ;ECURELV 70 FENCE POSTS aND FAaRrC. REVISIONS r PIPE DAMETEk3 RE~~>IUNS DOES NOT EXCEED 1/4 ACRE AND NEVER IN NIJNTAJN ~r,,r PRDTECRON FENCE iHR000H0Ui DUWInDN of PROJECT. DATE DESCRIPTION SECTION B-B DATE DESCRIPTION DRAWING NAME: PHASE5-20040503
AREAS OF CONCENTRATED FLOW ADDTDONAI ~.n:NS MAY BE REQUIRED RY CFfY OF RALEIGH INSPECTIONS DEPAR1NENr RASED ON ACTUAL FIELD CONDRIONS. PUCE A 'n:v iT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
STANDARD TEMPORARY SIFT TREE PROTECTION FENCE 1 A RIPRAP APRON AT PIPE OUTLETS STANDARD C~ dDARD CATCH BASIN YARD INSET PROTECTION 14 PROJECT NAME
i
5 FT r MIN
L5 FT z' Mw 2' MW or~ coMPacTED
NOT S: 1800 CU Fl/ACRE p o 5 FT BAplfLL TARED pD BACKFlIt. TAMPED IN B° LAYERS
MAX ro 818 DYERS i. USE FOR DRAINAGE AREAS p _ j UN Sal _
NOT EXCEEDING 5 (FIVE) ACRES. Qp 1 STEEP CUT OR FPJ~ SLOPE I
2 EARTri BERM SHALL BE STABILIZED w~ SEEDING o - ACCORDING TO TRIANGLE SPECIFICATIONS. FILTER
CRCSS SECTION FABRIC - 2:1 SLOPE (Max) 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. I PPE raitw
OVERFILL 6" - STABIUZE OIYER61ON DITCH PRE DESIGN FOR SETTLEMENT CROSS SECTION WTH 7EUPORARY sEEOINc PPE N0. 67 SroNE PPE CRAOE 1n aNE sent
SETTLED awD EROSION coN7RCL TOP 21 NErnwc MIN VFRIKxE FlElalf PPE
I ~lll I I~I~I~IbI
I I hl I °e~ I~ILILII~II~IK" CU1SS D 1.5 FT -gl ACS"~ 70 FT MIN I CiA~ D CIA4S C (FUT aoTTDM) (aRaNAar aEDaec)
p ~ 21 SIDE (FLAT BDTTDLI) -L I I g~~ o ~ I \ 5 fT I I `Y ~o trb~o~op god ° III SL OPE MAx
MAX RLL ~.ii $o~o oooq~°3o _p~ POSITIVE GRADE 1,0~ MAX. a1k31 goo~~o000 _ L'PSLOPE TOE _z
FILTER ~ g 1:1 SIDE SLOPE ~ _ _ '1=1) ~o ~ F MAX N FIM,~FAl, TAPPED FABRII' 4000 _ NATURAL W 8 LAYERS - - e~ctaxt, rAMPm
3 FT GROUND SIDE SLOPES ~ _ - IN B• LAYERS OWNER
MIN ~ 2 : 1 rdAx. ~ ) uNDlsnx~o / - -
MAINTENANCE ~ _ S02. :.<rr + CLASS 2000 CONC.
INSPECT TEMPORARY SEDIMENT TRAPS AFTEk EACH PERIOD OF SIGNIFlCANi RAINFALL REMOVE SEDIMENT AND RESTORE 1RAP 10 ]is 0.21GINAL _ ; iov; 4' ABOVE PPE r . PPE PPE SPRINGLII~ - PPE 1
DIMENSIONS WriEN THE SEDIMENT HAS aCCUMULATEO TO ONE-HALF 1HE DESIGN DEPTH OF 7HE TRAP. PLACE 7HE SEDIMENT THAI IS REMOVED 1N A DESIGNATED DISPOSAL AREA AND REPLACE 7HE CONTAMINATED PART OF THE GRAVEL FACING. STEEP CUT OR FILL SLOPE ~ ~ ST011E PPE GRADE I N0. B7 STONE
REVISIONS CHECH 1HE STRUCTURE FOR DAMAG4 FROM ER09DN OR PIPING. PFRIODICPTLY CHECK ME DEPTH OF 7HE SPILLWAY TO ENSURE Ir IS A MWIMUM REVISIONS DATE DESCRIPTION OF 1.5 FT BELOW ME LOW POINT IX ME ENBANNMENL IMMEDIATELY FILL ANY SEiTLEMENr OF THE EMBANKMENT TO SUGH7LY ABOVE DESIGN DATE DESCRIPTION
GRADE. ANY RIP RAP DISPUCED FROM fHC SPILLWAY MUST BE REPLACED IMMEDIATELY. STABILIZE 7HE EMBANKMENT AND ALL CISNRBED AREAS ABOVE 1HE SEDIMENT POOL AND DOWNSTREAM FROM 1HE TRAP IMMEDIATELY AFTER PLAN VIEW 8 CUISS 8 3• ~ 3• CiA43 ~
CONS7AUC710N VA1H SEEDING. (FBLS'F CUSS) (FIRST CLASS)
~r
GRAVEL & RIP RAP BASIN OUTLET 3A DIVERSION DITCH ~ I SEE STANDARD OETAL U-3, FOR 1RENCFI
OFPPE.~ POR 4ARKKIS TYPES
STANDARD STANDARD BEDDING DETAILS FOR V.C. AND R.C. PIPES . B X 72 P.0 0 8
Y.. o~~ ~TF~ crm.) O~
~~ry Fti EARTH BERM r~ I~ HOLLY SPRINGS
s'MYHO w SLEDI' NORTH CAROLINA 27540 SEEDING SCHEDULE
~VIWC 2~3 W TYPICAL RIP RAP CHANNEL (RENT`. (REVISED: 1-1-86)
SEEDBED PREPARATION SHEET NAME
d e W SHOULDERS, SIDE 4' to 12" DAT SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
78 - E TYPE 5" ~i~I~~ ~ Aug 15- Nov 1 Tall Fescue TYPE PLANTING RATE Chisel compacted areas and spread topsail 3 inches deep over >v 1 Tall Fescue 300 fbs.~acre adverse soil conditions, if available.
~I FILTER FABRIC OR Nov 1 -Mar 1 Tall Fescue GRAVEL BEDDING FILTER FABRIC OR ar 1 Tall Fescue and 300 Ibs.~acre Abruzzi Rye ?`ilbs.~acre 2~) Rlp the entire area to 6 inches deep.
°HOG WIRE ATTACHED E%TRA POST IN MIDDLE GRAVEL BEDDING At1rUZL R) OF OPENING PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN TRAPEZOIDAL Mar t -Apr 15 TaU Fescue To Posrs wm{ LENGTHS A r 15 -Jun 30 Hulled Comn D .r 15 TaU Fescue i00 Ibs.~acre 3.) Remove all loose rock, roots, and other obstructions leaving
DF wwE HoarzoNru METAL Posr sdDlMErrr Plr SHAPED BY BULLDOZER p wlam sECUREIV ro vER71CAt ~ } Jul 1 -Aug 15 Tali Fescue un 30 Hulled Common Bermudagrass IS Ibs.~acre surface reasonably smooth and uniform. ~ 15 Tali Fescue and 1:'0 Ibs.~acre 4.) Apply agricultural lime, fertilizer and superphosphate uniformly
Posr NOTE ***Browntop ***Browntop Millet or Ibs.~acre and mix with soil (see below*). ***Sorghum-Sudan Hybrids iii Ibs.~acre 5.) Continue tillage until awell-pulverized, frm, reasonable uniform
BAFFLE INSTALLATION -STEP 1 To BE usEO WHERE ExcESSIVE sraRMwarER ***sorgnum- raRP_/ VELOCITIES PROHIBIT VEGETATIVE LININGS. seedbed is prepared 4 to 6 inches deep.
W SIZE OF STONE MUST BE DETERMINED BY SLOPES SLOPES (3:1 TO 2:1) 6.) Seed an a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding.
~~s. - -.-I APPROPRIATE DESIGN PROCEDURE. DATE TYPE FABRIC cur alvD roLnfo FABwc FGLDEO I. DRrrE STEEL FENCE Posr Ar LEAST I6• INro #k?'^.,, DYER 7HE HoarzaNTaL DYER Hoarzorrtu d DIMENSIONS FOR d & W VARIES ACCORDING Mar 1 -Apr 15 Sericea Lesp TYPE _P_Ll,NTING RATE 7,) Mulch immediately after seeding and anchor mulch. ~RAW~NG SCALE r 15 Sericea Lespedeza (scarified) 50 Ibs.~ acre g,) Inspect all seeding areas and make necessary repairs or reseedings
SOLID GROUND •';y`k??;:*. FENCE POST POST TD DESIGN. and Tall f tit{Sti:>•w;:<; and Tall Fescue 12D Ibs.~acre within the planting season, if possible. if stand should be over
2. WOOD POSTS ARE NOT ACCEPTABLE Apr 15 -Jun 30 Sericea espE ?r4 <z:t~ HoRlzonrAL Posr 18" RIP RAP DEPTH AS PER DESIGN OR REFER TO and Weel PERSPECTIVE VIEW _ 3. usE STAPLES I' APART ra arracH FABRIC ••::;s,~~y#^y"4?N: FILTER FABRIC OR TABLE. Jun 1 Set 1 TaII Fescue I ~n 30 Sericea Lespedeza (scarified) 50 Ibs.~ acre 60% damage, reestablish following original lime, fertilizer and NAT TD SCALE and Weeping Lovegrass 10 Ibs.~acre seeding rates.
TO "HOC WIRE" FENCE ANO FABRIC 6" P .K.,;;•. I,,~y••• BURIED IN TRENCH ~ GRAVEL BEDDING P 4. BAFFLE SPACED PS PER APPROVED PUN. DfOWntO pt 1 TaII Fescue and 120 Ibs.~acre Browntop Millet 35 tbs.~acre 0~) Consult conservation inspector on maintenance treatment and
r'I:i~3•>.•^.;ry;r,;;;~• TOP DF BAFFLE swouLD DE s" Sept 1 -Mar 1 Sericea Les HIGHER IRAN THE eorroM of TABLE p \ :4x'a':;'":'o- •:<r,,,, and Tall Fes .':':}}4'`i• THE SPILLWAY ar 1 fertilization after permanent cover is established. Sericea Lespedeza (untwlled-unscarified) +0 ibs.~acre and Tall Fescue 120 Ibs.~acre gppLY: Agricultural Limestone - 2 tons acre (3 tons.acre in clay soils)
"~tR~'•~`''~"'ti~"'}''`'' V- HAP D WATER AY WITH STONE CENTER DRAIN w~•• S E W STONE CLASSIFICATION RIP RAP DEPTH (Nov t -Mar 1} Add Abruzzi ROITOM OF RAFFLE IN •`4$:4:;'•y);,'~~`~}~~+,;>:+ 6°x6° TRENCH, TRENCH aNO TRENCH .;:;ti;;;.~ BACKFILLED aNO 16' (SHAPED BY MOTOR GRADER) A 9~~ ar 1 } Add Abruzzi Rye 25 tbs.~acre Fertilizer - 7,000 Ibs~acre - 10-10-10
nufD wRH solL AND coMPACrED coMPACrEO B 18~~ Consult Conservation Enginee ;onservation Engineer or Soil Conservation Service for additional Superphosphate - 500 Ibs.~acre - 20% SATE
REVISIONS REVISIONS CLASS 1 24° information concerning other altern DATE DESCRIPTION SECTION AT OPENING DATE DESCRIPTION CLASS 2 24'~-36" above vegetotion rates are those v cerning other alternatives for vegetation of denuded areas. The Mulch - 2 tons acre -small grain straw n rates are those which do well under local conditions; other Anchor -Asphalt Emulsion ~ 300 gals.~acre
seeding rate combinations are pos: BAFFLE INSTALLATION -STEP 2 ***Temporary-ReBeed accord ~mbinations are possible. rary-Reseed according to optimum season for desired permanent
mporar I I I I ~ vege[ac on. vorwisenor allow fescue c may be not a ow temporary cover io grow over in negnt ue ore ise fescue may be shaded out.
GRAVEL & RIP RAP FILTER BASIN 3B RIP RAP LINED CHANNELS mowing, othe 10 SHEET NUMBER
D-2

CONSULTING
2805 Tobermory bane Raleigh, NC 27606
Phone No. [phone]
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REVISIONS
N0. DATE DESCRIPTION
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHA5E5~20040503
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
TAIL DE
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SHEET NUMBER
D-3

CONSULTING 2805 Tobermory Lane
Raleigh, NC 27606
Phone No. [phone]
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REVISIONS
N0. DATE DESCRD?TION
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASE5.20040503 I
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
ETAIL D
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SNEEINUMdtN
I D-4