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raten+E rRavERtt IAI faoY fairs A-! t c-o i / ~ ~ ' ~ s" ' ..r! , • ` 4 B iME aarzn a ENf alms i~ 1MlOTA7[a ~7h' •.r' ~ ' ~ ~ F Iru is n+c vat~r 1;+,',y° i,i''L r ; ; H,. ' / ' \ . r' .,rC... ~ . r . , , ~ ITC,H~. CEN 1'ER~~ t, ALL LOTS WILL BE CONNECTED TO THE TOWN ~
r O 1:• ;fir; .i: ~ / ,C. ;I'' •'fi'`~ rr ~ ! •,/'s, 27. ~ • / ~ ' f'' • err."f'' YOUNGSVILLEWATERSYSTEM•
~ - CL'~ARING W1NTS' . ~ ,t ' . " Yl / , r ; ' 2. ALL 1015 WILL HAVE INDMDUAL SEPTIC SYSTEMS
/ ~ ' ' ? , r'~ ~ . 3. ALL EIdSTiNG VEGETAtTON RV BUFFER AREAS TO i REMAIN IN UNGRADED AREAS•
• ~ -'yam ~ , ~ \ ` ~ ~ a• ALL unLmES LouTED OursIDE THE PROPOSED SnaEEr
LEVEL ,J i ' / ~ `t ~ , j ~ ; . ~ ; RIGHTS-OF•WAY SHALL SE PROVIDED WII11 STANDARD Fi1SEMEM' ' r
SPREADER •!:I . ~ / • • • • , < U WIDTHS ASPERTOWNOFYOUNGSVIIIfREQUIREMENiS.
2s ~ ,,,r S. EASEMENTS FOR ALL PROP05ED Ut1U11ES SHALL BE
y'f CUIw• ..1.... ' y ~ DEDIGTED TO THE TowN OF YOUNGSVRlE ON THE FINAL PUT.
~ - ~ S'IIfLJCrUItES SHALL BE ' d. ALL EASEMENTS WITH PIPES AND/OR
N . / `:;~~-CULVER7'.~1'. ~~r' CIEAREDd~GRUBSEDANDSEEDED. s LOCATED IN FE~M DESIGNAI'~ FLOODPLARd . ' 2~; \ . T. THIS SITE G NOT
LEVEL :F~ I • •-P ~ ',1 ALE"•.• SPREADER #5 '"mow+' ,A, . - • / , :~1 • - • : ~ ; / ~ ~ fir,' PER FIRM # 3706900225 D,IANUARY 19,2001. `r
r~ t -JOINT, ai ~ ,
~ ~ GRADING
~ is ,z ' j; • ~ - • • 1. /~I,I. CONSTRUCTTION SHALL BE IN ACCORDANCE WITH TOWN OF
~ ~ 'V~' ~ AND SPECIFICATIONS . ~ YOUNGSVILLE AND N.C. STATE STANDARDS ,
LATEST EDITION
, • . • ~ CUB. ~ , y:• . . •'f,, • ;,1;;,~; • ~ : 1 ~ ~ ~ ~ 2, CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF -
I'' - • EXISTING PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, ~ • ~ LITIES ON OR ADJACENT
. • •'~l i 1.. • T.: :,•t - "J:::• ~ OR tNSTALUTION OF UNDERGROUND UTi
.c , ,r~' TO T'HE PROJECT, 9]6 Tnn Raod ~Y r'". .
: ' BE PLACED IN COMPAC'T'ED LIFTS IN ACCORDANCE Ralel h North tarohna 2160] . , 3. LOT FILL SHALT. g ,
K: i fi r::: • 'a R LINING H ARMO ENDAnoNS W LE WIT TLS ENGINEERS RECOMM GE S A wrrN THE so . r.
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. ~J , ~I. -:C~_ J III RCP. ; 4, ALL STORM DRAINAGE F1PE SHALL BE CLASS FaX: [phone]
-
~ e~' 5. NO CLEARING OR GRADING SHALL TAKE PUCE WITHIN THE NEUSE [e-mail] ' ' • 11.4 RIVER PROTECTIVE BASIN ~JFFER.
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. I~•~•~~ • ~ - LEVEL ,..;>f:.:~_`~ . WITH AR 4 2 d. ALL DISTURBED AREAS MUST BE SEEDED IN ACCORDANCE ~ttt 0
r .,,Q` '~`-t.: PATS POND 1'9 _„I1 FRANKLIN COUNTY STANDARDS AT THE END OF CONSTRUCTION OR ,
~•G ••Vf ~.•i r~ ~ ~ • ~ ~ • WAIERSURFACEx371.43 i~~•-~ 2 0 DAYS. s . c IF CONSTRUCTION IS MALTS FOR MORE THAN 3
is ,I; . ' NORTH AMERICAN GREEN ,w, pR~{~ MID SWAIES TO BE ARMOR LINED WITH NORTH
a-: • ~ LEVEL ~ . ~ r ~ >',r:' LEVEL .•I .:f.:":.'-~~ • ~ ~ • 7. NER OR APPR8VE0 SC250 LI
r : ~ SPREADER 4 :r - SC2S OVED EQUAL AMERICAN GREEN b OR APPR • EQUAL •
! R T'0 MATCH THE CR05S (t~G B. CONTRACTOR SHALL FLARE LEVp. SPREADE
oatiw xpx+at>a n w. nrosTtits .,~1 :r: ! - r AI1Cf Y1.II7W NF11AN9R fNALT 111U5 1'~ ' ~ a3 toS4/Ya7, PUT r4E frt SIRE 194 j1 ~ .,l"'. ~ r:-C ',i ~ ~k;'• •i F' ^ SECTIONING DISCHARGE OF THE DITCH. TRANSITION ENTRANCE OF ~n~~,,, n+~
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} ;'i3' * R NAME 31DE I - "3 '6' f • OAD 7• fir.' ••I/ : ~ . / FROM r STATION STATION AREA RAINFALL RATpNAL 410 SLAPS ~ MANNMiD'S SSE ~ FROM TO (~C• IPttENSITY COEF (Ch N SLOPES WID'IN FLOW LINER
Q - • fyh',. • r' ~'::r::-:~'+' ,r• 11+80 'I f" GAMILLECIR. LEFT 5.7t o.025 a:t 5x1 0 0~8 3b SC250 9, ALL DRCHES AT CULVERT CROSSINGS TO BE 3;1 OFF SHOULDER. • 11+60 14+80 0.2 72 0.5 a7
;,tt.yr•;•;.,.: , : ; ";,~i;r ' ;~;y CAMILLE GIR, RIt1FIT 11+80 t 1*50 14+80 0.2 7.2 0.8 0.7 5.7t o.025 4a a xt o oae 3.5 sc26o CONTRACAT'OR SHALL TRANSRION SLOPE FROM 3:1 BACK TO 4;1 ' r t5+eo 2t+00 o,a 7.2 0.5 to e.o3 ao25 4:18 xi 0 0.33 a.2 ~ OVER 20 FEET EACH SIDE OF CULVERT.
~ f' CAMILLE CIR. LEFT 18380 I' . I • sr~"~•%~/ i.•• CAMILLECIR. RK3HT 18+00 '.r 2,+00 0.4 7Z a5 ,.4 5.03 O.azg a:, ax, 9 0.33 4~ s~ orse Tee r t5+oo
~h f}~ ' : - 6'p • •:y ..r'`..,• I IR: LEFT Y1~'00 I . is •Y' ' ~ ' r CAM LLE C 2t+00 23+50 0.2 7.2 0.5 oa 5.52 0.025 a:1 ~ x1 0 ore 3.4 sC2so TAIL DITCH WATER T'0 LEVEL SPREADERS AT ALL 23+80 0.2 7.2 0.5 0.7 6.52 0.025 4:16x1 0 0.28 3.4 $1:250 10. CONTRACTOR SHALL '
5 r,~ • ' ' CAM CIR. 21+00 ILLE RKiIiT ':T CAMILIECIR, LEFT 23+50 r 21+00 2,7 St:250 R LOCATIONS. ssoaa es 23+50 28+87 1.0 72 0s 8.5 t.00 0.025 a:1 ~ xt o 0.88 LEVEL SPREADS
• { ' ~ 23+50 _ ..I ti` ;j~ EA,DER~'•~~'': CAMILLECBi. RIOH'T r 23+50 28+87 0.4 7.2 0.5 1.4 1.00 0.025 4:11tx1 0 0.18 22 SC250 ,7 ~ 633-AWake Forest
/ ~Yr` ~ ~ CAMILLECBZ LEFT 28+87 ' ~ .r' t • GAMILLEGBZ RK~IiT 28487 / t'`•• t~~';' ;1 ; ~ f y - FT 34400 28+87 34+D0 3.3 7.2 o.s 11.e 1.00 0.0~ 4:1 ~ x1 0 1.01 3 28+'87 34+00 0.3 7.2 0.5 1.1 1,00 0.025 4:1 do x1 0 0.42 20 SC250 Business Park r
34100 saw os 7.2 0.5 1.s 3.00 0.025 4:t rl rt o o.a2 3.5 sc2so a forest Nt 2]SB] a.e sc2so Wak ,
a ~ .vw'~ 34488 ~ , CAMILLE CNi. LEFT F:: ( _ ~ • CAMILLE CIR RIGHT 34+~ 3a+~ sa«ee 1.5 7.2 0.5 e.5 3.00 0.025 4:1 ax1 0 oe7 COUNTY CONSTRUCTION SEQUENCE 7x o.5 a7 3.00 0.025 4:t e. xt a o.29 27 5~ FRANKLIN _ - 919 556.1519 r 34+W 35+50 oa
' ~ ; ~ PATTERSON OR LEFT 11+50 11+50 12+00 0.1 7.2 0.5 0.4 1.00 0.025 a:1 ~x1 0 0~9 t,e 80250
• % • PATTERSON DR RI(at'IT 11+50 tt 12+00 o,t 7Z o.s o.4 1.00 0.025 a:t 62:t o oa9 1.5 std t, OBTAIN A UND-DISTURBING PERMR, SCHEDULE A r +50 12+80 1a+n os 7.2 0.5 2a 1.00 oo2s a:1 a x1 0 0.55 2a sc25o PRECONSTRUCTIONCONFERENCE WRHSTATEENVIRONMENTAL
- ` ~ j / r •r - PATTERBON DR. LEFT 12+80 • A~Sr ' ` - \ - % . i ''r ~`'r~ PATTERSON OR, RN3NT 2+80 r t2+80 1x+77 os 7.2 ~ 0.5 0.7 1.00 0.025 a:t ax1 0 0.38 1.8 30250 . ENGINEER. '
~ ~ l':'' 55 , PATTER80NDR. LEFT 14+TI . ~ ~ X 14+77 18100 1.6 7.2 0.5 5.4 200 0.025 4:1 d 2:1 0 0.88 3.9 80250
O ~ ~ % : ~ ~ / ~ ' PATTER80N DR RK#'R 14+T/ ' ' ` ` r ( ' u~-~?' PATTER80N DR. LEFT 18400 r 14+n 18+00 0.2 7,Z 0.5 OJ 200 0,025 4:1 A 2:1 0 0.31 2.4 80260 ' CONSTRUCTION PADS TEMPORARY DIVERSIONS, SILT or erli n ra 18+00 24+00 0.4 7.2 0.6 1,4 6.00 a025 4:1 ext 0 0.84 4.0 3C~0 2. INSTALL GRAVEL ,
" • ~ 18400 : ~ / ' / ' ~ "ijtl .r' PATTER90N OR, RIGHT r 18+00 u+oo oA 7.2 os t.a 5.00 0.025 4:1 ~ x1 0 o.at 4,0 80250 FENCE, SEDIMENT BASINS, AND OR OTHER MFJISLIR~ AS SHOWN ON
PROPOSED SANITARY . ~ ~ ;:fir :1 swALe 1 THE APPROVED PLAN. CLEAR ONLY As NECESSARY TO INSTALL THESE Gres POMTSI 21 7.2 0.4 s.o 7.0 0.025 4:1 0 0.49 ea SC25o . SEED TEMPORARY DIVERSIONS.DITCHES, BERMS MID BASINS
SEWER EASEMENT •'a~: ~ ,i-•-•.. BwALE2 J'... ~ rf 27 7.2 0.4 7.7 210 aors 4:1 o ae5 4.1 3C25D DEVICES PIN: 1652.16.1124 POINr111 IN'I'IR2
~ SEE SHT C,2,0 v/ 'fir, ~ swALEs 7.2 0.5 22,e 10.0 a.o2a 4:1 0 on 9.7 80250 IMMEDIATELY AFTER CONSTRUCTION. INSTALL TREE PROTECTION Po1Nr 5.3 Franklin fourltyr FENCING AND SIGNS.
US HWY lA RIP RAP APRON TABLE ~ THE
IJ .Gnl s lr:' ulR~l. 3. CALL STATE ENGINEER F~tIIN ONSr~ INSPECTION Youn sville, NC 2]596 LENOTFI wRmll ~
cf` ;~h - STRUCTURE 25 Pie ~ FREE ~ CLABB THBOYESS ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF ti (DUl) SLOPE BOARD D FEIET FEET 1 ltd? INC COMPLIANCE.
0 3.7 1 18' 0.596 1.88 O.a9 A 9 8 4.5
•PfJSED.I~ ` ~ ` CUT & FILL CAICUUTIONS CLLNERTIf1 2.0 9.7 3" , r' • ~ ~ . • v r CLLNERT 8[ 10.9 4,8 ~ W ~ ~DRIVE•wAY" ~ •r TOTAL CUT: 16 025 C .3 4.8 2 18' 0.596 200 1.20 A 9 7.5 5.8 '
v' 8 , i•• a4~;' y _ CLUVERT ~ 128 8.8 N mil'":::''.zr~<~'• - 1 E~A,SEME, T`" : , , FILL; 4,257 x 1.2 (COMPACTION FACTOR) 5, 08 cy w CLWERT1f4 8.1 82 • s t2 t2 s 4• BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEtOED. '.8 8.5 1 24 0.796 2.00 0.~ 4. H RADE ROADS ON SITE. 1 82 1 18' 1.0% 1.51 0.~ A 9 8 5 ROUG G a ~rSOn 04
`~r' i'`,' TOTAL FILL' 5,108 c RELO i4 ~r;/.:~ 1 y cLUVERr~S eo 0 92 a 35' 1.096 4.98 0.89 1 18 30 11.E
{ ~ IQDYEGR~OO~N ~~;i"'f • •-'~`DIT~I:~ N ; ~a. TOTAL TOPSOIL• 6,000 cy 9 ~ ~ - • ~ TOTAL WASTE: 4,917 cy CLINERT~M6 10.8 \ • ',i~ ~.5 9 1 2a• 1,996 1,12 0.88 a 12 12 5 9. STABILIZE SITE AS AREAS AIG BROUGFR UP TO FINISH GRADE WITH U Ivislorl
i~• ~ ' r , VEGETA110N, PAVING, ETC. SEED MID MULCH D~IUDEd AREAS
WITHIN t S DAYS OF COMPLETION OF ANY PHA OF GRADING.
o :4' 'ti;/`;~ ' "r. SPREADER 1 t ALLAREAS ARE STABILIZED
•r ' ~ . a r t „ CULVERT 1 CULVERT CULVERT #5 LEVEL .r , # R ADER 3 LEVEL SPREADER LEVEL SPREADER 7 LEVEL SPREADER ~9 d. WHEN CONSTRUCTION IS COMIILETE AND DER ~1 LEVEL SP E ~ HYDRAULIC RESULTS HYDRAULIC RESULTS HYDRAULIC RESULTS COMPLETELY, CALL FORAN INSPECTION BY THE ENVIRONMEM'AL r .
~ ` ~ Er ' . • Y• UANTITY: 2 HYDRAULIC RESULTS I ` i ~ U' QUANTITY: 1 QUANTIT 1 Q JLTS HYDRAULIC RESULTS tonst<Tlchan Plans ENGINEER.
I I ~ • t .,~,~5',;.,,.•,,• . ;t,; ; ~ • ,r • f', : • , LENGTH. 67 LF LENGTH: 59 LF LENGTH: 88 LF Z a q~ 51ZE• 24" SIZE: 36" DISCHARGE (Q10): .7 cfs [ 1 ~ ~ SIZE: 18 i : .7 cfs DISCHARGE 010): 1.4 cfs DISCHARGE (010): .4 cfs DISCHARGE (010): 22,8 cfs DISCHARGE (010); 18,7 cfs ) ~ ( ` LENGTH OF SPREADER: 243' .
w ~ ' ~'':'~:'s; ` ' ' MATERIAL: RCP MATERIAL: RCP MATERIAL• RCP LENGTH OF SPREADER, 15 l EADER: 15 LENGTH OF SPREADER. 18 LENGTH OF SPREADER: 15 LENGTH OF SPREADER: 296 7, IF SITE IS APPROVED, REMOVE 1IEaAPORARY DNGtSION ORCHES, sILT R&A PR01. #03 046 0.1' DEPTH OF FLOW; 0.16' DEPTH Of FLOW: 0.07' DEPTH OF FLOW: 1.1' DEPTH OF FLOW: 0,9 FHVCE SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY
DEPTH OF FLOW: 0.1 I Z , '-.1 UPSTREAM INVERT: 419,25 UPSTREAM INVERT: 382,19 UPSTREAM INVERT: 351,00 _ ~ ' • 7 VERT: 3$0,99 DOWNSTREAM INVERT: 350.12 (9 DOWNSTREAM INVERT: 418.8 DOWNSTREAM IN VELOCITY: 1.12 fps fps VELOCITY: 1,41 fps VELOCITY: 0.9 fps VELOCITY, 3.6 fps VELOCITY; 3.35 fps ~ RESULnNG BARE AIIEAS.
w SLOPE: 0.57% SLOPE: 2.0% SLOPE: .Oa
.Q ..r.'~ ~ a ~ I w: ~ CULVERT 2 CULVERT 4 CULVERT LEVEL SPREADER #2 I P A R 4 LEVEL SPREADER 8 ~DE~ LEVEL S RE OE Ip LEVEL SPREADER Ip6 _ ~ GW,L FOR A RNAi. H RAULIC RESULTS 8. WHEN VEGETATION HAS BECOME ESTABLISH ,
3 s- 'r'` •r HYDRAULIC RESULTS I < :~ns•1~; QUANTITY: 2 QUANTITY: 1 QUANTITY; 1 JLTS HYDRAULIC RESULTS HYDRAULIC RESULTS YD g~ INSPECTION BY THE STATE EhMRONMENTAI ENGINEER, OBTAIN
~ .:f,.,...... I`• i•'" y'' LENGTH: 56 LF LENGTH: 55 LF LENGTH: 70.5 LF •'r SIZE t8" SIZE:.24" DISCHARGE (Q10): 3.9 cfs I 1 ~ ) SIZE: 18 , is f PLUNGE POOL LEVEL SPREADER A CERTIFICATE OP COMPLIANCE. 1). 3.9 cfs DISCHARGE (O10): 6,4 c DISCHARGE (010): 1,7 c s
0 ••~r~`•~• MATERIAL: RCP MATERIAL: RCP MATERIAL: RCP LENGTk OF SPREADER: 51 I EADER: 51' LENGTH OF SPREADER: 83' LENGTH OF SPREADER; 22' (SEE DETAIL SHEET 0.7.2) 0.3' DEPTH OF FLOW: Q,45' DEPTH OF FLOW: 0.18' DISCHARGE (010): 11.9 cfs
• ' ' ~i f TREAM INVERT: 384.24 UPSTREAM INVERT: 388.17 UPSTREAM INVERT: 370.00 DEPTH OF FLOW: 0.3' I / UPS `•t~ ~°•~t` f /r DOWNSTREAM INVERT: 383.96 DOWNSTREAM INVERT. 387.63 DOWNSTREAM INVERT: 368,63 VELOCITY; 2.0 fps 6' JANU6RY 26, 2004 ps VELOCITY: 2.3 fps VELOCITY: 1.5 fps BOTTOM WID
~ ~ : u. ' ni nnr. n eer CI /~~G 1 l1q CI (1tlC• 1 O% aaanN wmtta: & GRAPHIC SCALD:
DEPTH OF POOL: 2' ,
t Li. VELOCITY: 2.8 fps _ DRAWING
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N/F FW1H BAPTIST CHURCH DB 11W/1007 / / aiN »z-za-aeu7
PLAT FILE 7, SLIDE 9J-369 PIN 1852-i1-7784 / h / /
ZONING, COMM /
'828' TRI9UTARY / r, w / 2 RICHIAND CREEK ~ y - _ / 4.0~~ N/F FAITH eAPnsT cHUacN I / ~ / / -N~9'48'49 E N694649 E
De Iz19/sae / MM BOOK 2001/240 r y N/F FANH BAPTIST CHURCH ~ / ~ , 51.04 14,.,9 REVIEW REVISIONS /
\ PwioNwaDTRAIaD 1 ~ } 13 9' / 1~' fi®'.J ,j t ' PLAT FILE 3 ~511DE 9J-369 ~N28'9J' ~ _ ~ •1 PIN 1852-i6-8659 74g,:++~, , / I.2b-01 INIfIASUBMITTA N ~q / l
~2~W 1~ 45 -1 r a S8 zoNwc, cants te4.ey ~ N95 I ~ 2y3' +5+ M-04 REV SOTS, 6RpOS, IS#9 Ng3'39'50'E 2I , ~ ~ ~ ' / / ~
\ 45 II I t`~ ~?s~ I 79'4 1 ~ / / / '+TW 3 ~ / / /
~ ~N7>•32, ~ ~ti • ~ 1 I I I I ~ ~ N "ty N88'30'OYE 77 ~ / / / / 30'OYE N86'S5'O6`E 714' / / / / /
~4 W ~ 11 11 1 j I I ~ ~ 50'85. 35' 7 .30' 114 37d5o' ~ ~ - ~ ~ 11 I I I I - 114' 156.43' 64 ~ / / .30' / / / / b~ / /
~ ~ ~ 1 ~ I I I 1 I I ~ r------_~ F------ 1 1 I rol I I i I I i I I r--------~ r- i i ~ l/ l ~
1 1 1 ~I I"v I I ~ 1 I I ~ I i i I ' / / i I I 1 , ~ ~ LONSiRULTION REVISIONS I / /
1 \ 11 11 I I I N I I I I I I I 1d \ \ I I I I I I ~p91 / ~ \ \ 11 W11 I I 17 ~ I 1g to I 19 I I I I 1 / / / / ~ M1~ / ry0 I I ~ / / / / ~ / ~
• \ \ i6 I I I 0 1 0 0 l I r, v v ~ 1 0 1 I I I I I~ I 20 ~ I I 27,985 SF _ 0 I ~ ~ I ~ ~ ~ ~ / yti~ TOWN OF YIXINGSNLE ~ / ' I 1 / r~ / , / OB 1091X61 / ~
/ ~ I A 1 1 I I I 21,388 SF I I 20,213 SF I~ I I ~ I 21 ~~0?~ <v ~ @ 1 1 29,282 SF II I I I I I 1 I 20,031 SF I I 20,251 SF ~ ~ I 21 1 ~ ~ N ~ / ~ / / PLAT FILE 1997, / ~ I ~ zo,2ai sF 1 22 r / i PiN seem ze~oe5+ ~ /
~ ~F. 15 1 I I ~ I I I I I I I 0 ~ v v I~ `A~ ~o. 0~ 1 I I I I I I I I ~ I ~ ~ 29,381 SF ' ' / / ' ZONING: RA / /
vv k 28,870 sf 11 11 J L---- I I I I v "v - ~ I I ~ % j 23 / / ~ EN SPACE FOR ~ _ ~ /
J \ ` \ \ 1 1 -__J L--------~ I \ ~ ~ ~~V A ~V 1 ~ 78' PROPOSED SANITARY ~ V v 14 \ v ~ 4, 1 ' ~ ~ / ' as,az~ sF ' / / PUBLIC LIBRARY ACCESS / /
SEWER EASEMENT ~ ~ v v ~ 1 ~ 1 SEE SHT C.2.0 ~ ~ I ~S ` e ` 2ssss sf v v 21' / / /
v, , wvE `v `v CAMILLE CIRCLE \ \ \ a - - _ 987'17'01'E .LE CIRCLE s ' / / /
~ _ \ \ / 4' PAVED PEDESTRIAN ARE4 2 ae / - 24 / ,y~o~ _ - zao / / ~ / ~ / c
I ~ ed 47' 100• 4 E-E 60 ROW ~1 v~ 13 ~ / 140 -E 60 ROW ~+~°p °P~ 4~,,~, sF t~ , 12s k~*~, / /
I v v v 9~ 15 _ 126 v7I \ 34,893 SF \ / --'i
~ r---------- / / ~ / a / ~ \ / ti / / / ~s' /
~ - ` / w% ~ 1 1 I I I I• I W ~ ~ \ / o~ 1 I I I ~ ~ J v / 1 11 I i I 1 ~ ~ I / 2S / %~s, / i
r~ • ~i / ~ 1 1 1 I i i I i 36 ` v 1 I 0 / O 36 p 21,735 SF / ) / O / ~
i ~ ~ 12 ~ ~ ~v 1 11 39 t I o 38 I I I o ~ N J 24soo sF 0 O I I I NorE:>NE PROpERrv uxE rnoM PaNTS A-B a, c-D 24,6°° sF V i P R O J E C T N O T E S
Is THE ceNrER DF 1HE cREex THE ANNDTAtED 32,138 SF ) ~v vv 20,4 B SF 1 II 22,736 SF ~ 20,845 SF I I ~ ~ 31,&,8 SF v\ i~ I 1 uNE Is THE suR>Er uNE eErnc[H n[g RDIRA ~ T V A 1 1 I 1 I \ / ~ i ti~ ~ ~ ; / AINTED ~ ~ / ' ~ / ~ ~i n° CROSSWALK ~ i ~
r ~ / 1 1 I I , v / / I I ~ v a ~ l - 2q6~~~ / / v v ~ 1 I I p ~ v9 v/ , ~ 1 ~ ~ / v v v v 1 I I I I ~A ~ v0 ~ ~ ~ i'' 35 ,i r~~~~ ~ / ~ 26 / , \ O O
I ~ - ,i 24,149 SF ,i 30~R~ 28,872 Sf ~ GENERAL ~ , , ~ ~ , , P ,
- ~ / v v L,__ 1 I i / v ~ / 41 vv v~ v C ~ 0 83 \ ~ v 98' v v ~ ~y i a ~ / ` C i' ~ / ' P~ ~ ` ~ ~ 20'R ~ ~ ~ 1. ALL LOTS WILL BE CONNECTED TO THE TOWN OF
~ 2~,a5o sF v 99' 110' 100' S6 vv `v v ~ ~ i~~ % ~ p~ / /j ~ ~ ~ • ~ e / YOUNGSVILLE WATER SYSTEM.
I ~ 11 ~ v ~ v v , r ti p / r v v ~ / I ~ 37,468 SF r h ~ROUNQABO ~ / I 1 -1 I~ ` \ 20894 SF \V~" vo, \ ~ ~ / ~ 2. ALL LOTS WILL HAVE INDIVIDUAL SEPTIC SYSTEMS.
r SEE STREET~NO / I 1 ` v ),894 SF \ ~ , ~ ~ , ~
/ I 1 I I 1 1 vv A A) / ~ I I 1 I 1 1 \ , - ~ I I I 1 I ~ \ / ~ 'eo, 3. ALL EXISTING VEGETATION IN BUFFERAREAS TO ` ` ~ ~ ~ REMAIN IN UNGRADED AREAS. ~ 27 ~ ~
169 ~ ~''~~_-yb~ I 42 I 43 ~ r 1 1 1 1 v ` 0 l I I a 0 I i ~ a/ i i 0 n ~ ~ , / ` ~ 22,457 sF ` / ~ 4. All UTILITIES LOCATED OUTSIDE THE PROPOSED STREET ~
~ - 9 '6s. v 22 I I 1~ I 1 ~ 1 1 33 ` ` ~ ~yR ~ s•'P v P~~~l1~D 1 m 1 22,7oz sF I^ I 44 t o I 1 1 v • CROSSWALK I ~ I I I I N I ~ 1 20,685 SF V ~ \ , / RIGHTS-OF-WAY SHAH BE PROVIDED WITH STANDARD EASEMENT
~ ~ ~ I I 11 1 21,450 SF 1 1 45 ~ 1 1 ' goo ~ ~ ~'R WIDTHS AS PER TOWN OF YOUNGSVILLE REQUIREMENTS. / < ~
15 ~ ~ ~ L ~ I ~ I ~ 25,868 SF ~1 I1 / a n 26 ~ ~ 5. EASEMENTS FORALL PROPOSED UTILITIES SHALL BE o ~
165• s JI I ~ 1 1 1 ti~ 1 t ~ 1 g7g 130' f ~ 1 i \ 10 00o sF \ ~ ~y / M i' DEDICATED TO THE TOWN OF YOUNGSVILLE ON THE FINAL PEAL
I ~ , ~ ~ ~ ~ 76'S3~ 1 u~~ ~ s , ALL EASEMENTS WITH PIPES AND/OR STRUCTURES SHALL BE • > / CLEARED & GRUBBED AND SEEDED.
Z ~ , 1 \~s ~ ~~0 PAVED PEOEST~ ~ ?°ATT '10, bti 10 1~ p'l _ 1 RIAN ARE ERS~ 55 n ~ ~ O ~ ~ ~ ~ 7. THIS SITE IS NOT LOCATED IN FEMA DESIGNATED FLOODPUIN
1~ y. D Bs' , 1 24,793 SF 6, ~ ~ ` R~ / 1o,aoo sv \ °o r' PER FIRM # 3706900225 D, JANUARY 19, 200E
~ I / 104' _ 88.52 .y0 24 z i / ~ ` ~°a'~~ STREETS & LANDSCAPING i
~ 23a' '~-_~I a 1 49 i ~ ~ 103 6~ROW c~o,ni5x~ ~ 30 ~ HIGHWAY TO BE WIDENED FOR
~ \ `n ~ 1 zo.Daz sf I ° I y~ r-,, 124' ~o ~'v v I ~ 1 I ~ ''1 r\`_ 13• 20 20,0 ~ ~ ~ ~ / LEFT TURN LANE, SEE 20,030 sv \ / °o P / DRA'MNGS: 5.3 - 5.6 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF /
I 7 I I I I 1 1 ° v vv ~ ~ v ~ YOUNGSVILLE STANDARDS AND SPECIFICATIONS, LATEST EDITION.
I I I 1 1 I I l \ ~ 2z,57s Sf ~ ~ 1 I I ~v 1 ` vv 31 ~ ~ ~ ~ 2. PAVEMENT DESIGN SHAH BE VERIFIED BY A GEOTECHNICAL
° I ~ ~ I ry 1 48 I N I 47 I• I I ~ \ I ~ r l 0 1 ~ 1 ~ v 20,546 5f z0sae sv ~ ENGINEER'S REPORT.
S 215' r 50 I 1 I r ~oloa sF 1 ro 1 46 I \ \ \ 0 s 1. r \ ` ,°a ,,r 918 Trini Road ~ ~ tia 3. EXISTING VEGATATION AND NATURAL AREAS WILL BE PROTECTED
~ r ~ _ I 20 034 SF I I 22,087 , F ~ ~ I 24,784 Sf I r~ / ~ p I \ \ \ ~ ~F ~ 1 I ~ I I a1 A x.v ` ~ ~ ~+b ~ TO THE GREATEST EXTENT POSSIBLE AND MINIMUM CLEARING OF Rolel h, North CaroVno 21601 y~ 9
I ~ - ~ 1 I P~ v v / 1 I I I I ~ ~ I v v / ~ r LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT.
' ~ 919 4 11 ` / o° ti 4. ALL STREETS TO BE DEDICATED TO THE TOWN OF YOUNGSVILLE VOlce. .85.08
I z,,57s sF r C~ ~ I _ ~ - ~-_J ~ 32 `v v ~ ~ 1 O I ~ I ~ 138' ~ \ \ I I ~ o f ` /r \ 20.529 Sf ~ ~ UPON COMPLETION OF CONSTRUCTION. foz: 919.854.0812
~O ~ 51 ~ - ~ vv ' h' ^ ] ~ J I 0 retie 5. ALL SIDEWALKS TO BE 4' THICK OF CONCRETE 6' THICK OF [e-mail]
M/ Jg ~ r ( ~ / W I 20.385 SF ~ r 1 ~ / , - 04 ~ \ p CONCRETE AT DRIVEWAY CROSSINGS. ,Lp /
_ ' / _ J W v~, ~ OPEN cnAOE / Ati / J' I I ~ ~ l ~ PARK AREA / b. ROUNDABOUT DESIGNED BASED ON'ROUNDABOUT: AN
I I 179' I ~ _ i I 7 , h~___ _ PAT'S POND _ INFORMATION GUIDE', U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION,
I 2o,Ia5 sF I 1 - wnTERSURfacE=37tat ~ 1(t/ 1 I I ~ / ,r PUBLICATION #FHWA-RD-00-067
I ~ ~ i 52 r,, ~ ' / ' r '
- ~ ~ _ I 1 25,502 SF ~ / ~ ~ ~ i' 1 / SITE DATA
156' ~''1 ~ ~ I ~ ~ ~ ~ I ~ \ r,` I , ~ ~ v~~ PIN A~ = 1852.16.1124
R~ / a I ' ~ I F. / I r j S N~ s, BAyD ALExANDEe FT u rnusrErs I r I ~ ~ ~ G~ y11 1 TOTAL ACREAGE = 87.15 ACRES
ALICE MARTIN ALE%ANDEN FAMILY iNUS , ~N\ V ~ / I DB 103x/287, PIAi FILE C-a SLIDE 191 I , / ~ ' 1 \ ' /
PIN 1852-U-9190 ~ ~ ~ , , I / , ZONINP. RA i I ' 1 ~ )/j 1 y-NO , X00 5' WIDE PEDESTRUW ACCESS EASEMENT TO BE CENTERED ON TOTAL ACREAGE IN OPEN SPACE = 4.43 ACRES PROPOSED PINESTRAW WALKING TRAIL. TRAIL TO BE HAND EXISTING ZONING = COMM/RA
I .i / 1 J CLEARED AND MEANDER THROUGHOUT ZONE 2 OF THE NEUSE 6-0'204
0 1 ~ vv I ~ ~ I 35,786 Y I ~ ^ ~ / { ~ / RIVER BASIN BUFFER TO LIMIT DISTURBANCE OF IXISTING TOTAL NO.OF LOTS = 57
VEGETA110N. NO TREES LARGER THAN b INCHES TO BE DISTURBED. SMALLEST LOT ACREAGE = .46 ACRES (20,000 SF)
~ I I ~ ~ ) 94' ~ `v i i I ~ I I o 57 \
0 I ~ I I v > ~ ~ I I ~ ~ r-~-~`- V A 22,642 SF / 0 ~ BUILDING SETBACKS orse ree
0 \ ~ I ~ ~ l a ~ 1 36055 SF ~ ~ AV A \
~ / 1 i ~ ~ / a I ~ / ~ ~ 1 , , vv 00. vv vv vvv / ~P / w~ ZONING: RA ssacla es
I / i n. 1V ~ v A\ 58 AV A / "1 ' I / N , , ~ \ \ ~ , EXISTING EDGE OF PAVEMENT I ~ / / 1 ~ ~ \ , s1/~ \ \ 21,848 SF \ , MINIMUM LOT WIDTH: 100' 833-A Wake forest
MINIMUM LOT AREA: 20,000 sF Business Park
/ w , 5 ~ \ / 0 , 1 / / / i / v ` i / FRONT: 30' Wake forest, NC 21581
v ~ ~ / 2t,i32 SF i / V ! A , , SIDE: 15' 919 556-2519
\ ~1 \ \ ' \ \ i / \ / / i / \ / / REAR: 25'
v r~ ~ vv~ , / ~~~q / / SIDE CORNER: 20'
' r ) \ 9 ~ ~ 55 6~ / 0
r 5 i 25,255 SF ~ i~ / 0 r • ~ STREET AND UTILITY TABULATION (LINEAR FEET) ar enln Ca
W i 32,as7 sF F~~~w '0 `~OF ~v / a~ / ' \ 0• S \ ' ~ v ~ , o v ~ ~ / / /
~ i v / ~ \ p r~ 1,P vii ~0 / j / cres
~ ~i.~\ / i ) ~Q Al f \ \ / / / O*. l / STREET NAME WATER MAIN PAVING SIDEWALK
\ / / /x , 2 N~ O{J CAMILLE CIRCLE 2681 2677 2443 PIN, 1852-16-1124
W l~ V ~ \ 00 00' , / / ~ p I ~V ~ 21,000 SF ~ , A\ P , PATTERSON DRIVE 1326 1324 1136 Ffaflkllfl COUfl1y HWY US 1-A 2813 1967 0 US HWY lA
m ° / 30'R ~ PROPOSED EDGE OF PAVEMENT t ' \ \ ~ \ / / ~ /
\ \ ~ y v~j ! ,0 / ~ ~ / (0 E l ' 0, i / / / / PROPOSED SANITARY \ ~ \ , / / ~ , Yours sville NC 21596 9
~ SEWER EASEMENT I - " ~ Q ~ `5 0 , ro SEE SHT C,2.0 r ~ ' ' 1~
\ ' N ~ A 25,117 SF i' ~Qb~'p\~ ,
O ~ / - A A\ / 5 i / IT' RECREATION CALCULATIONS: '
~ \ i 0 / i \ ao, \ P ti ~ / 2 ~ ao~ / i"
' YEAR fl00DPWN ~ ~ ' , .100 a erson oo s MINIMUM REQUIREMENTS FOR OPEN SPACE:
` ~ / i HIGHWAY TO BE WIDENED FOR ~ ds,n5 sF ~,o / LEFT TURN LANE, SEE 1/2 ACRE PER SUBDIVISION U IVISIOCI
~ ~ f, ` ' / / / DRAWINGS: 5.3 - 5.6 t r\ ~ w ~ ! ~ a~,v ~ ~ OR
596 OF TOTAL ACREAGE OF SRE: 4.35 ACRES
/ / - \ ` / \ ` / ~ ` /
Vf I / ` / / ~ I I t ~ ~d / OR AMOUNT OF CO~StrU(tl0fl Plaas
NN ~ 1 ` ` O ~ / / / TOTAL # x AVG. SIZE x .008 ACRES xVARIABLE =ACRES
U M t0 I ~ / / V I 43,197 SF OF LOTS OF FAMILY PER PERSON MULTIPLE DEDICATED
Z ~ - / ~ ~ fV I S.~Mh / / / R&A PROJ. #03-048 55 x 4 x 0.008 x 1.0 = 1.76 ACRES
W _ \ / Z / / / / /
I / / CURVE TABLE OPEN SPACE PROVIDED: 5.5 ACRES
w • I ~ 7 / CURVE LENGTH RADIUS CHORD DIRECTION CORD LENOIH Ej ~ I ~ / C1 150.30' 2793.84' N29'S5'05E 150.29'
I C2 337.05' 1199.23' N39'SB'59'E 331.98• Z ~ / CJ 281.83' 1099.23' N40'34'I 'E 281.08' z
7 / C4 145.23' 3750.62' N49'34'46~E 145.22' l / C5 149.21' 3850.62' N49'34' S' 149. 0'
l / / C6 104.69' 2825.61' S49'15'48'W i 104. 9' 01 J~ ~J y. ~ ~ CI 101.26' 2725.61' 54995'44'W 107,26'
~ / 7 CB 225.33' 820.42' S3T5T49'w 225.08' ~ ~ / 1 C9 190.42' 520.42' S3T5T05"w 189.36' JUNE 4, 2004
O ~ Ct0 48.10' 808.83' S 5'42'06'W 48.09' ~ C11 48,18' 508.83' 525'1 Tag"w x8.16' GRAPHIC SCALE q so Iqo 2qD
m
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I • , ~ - ~ w ° WATERSURFACE-371.4f I
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I WETLAND q~IPACT TOTALS I I•, : . . : : . . • i •
( / ' > TAL PERMANENT WETLAND IMPACTS ' TO G;r.
• •~t I.(. / . . ~ • • • • • • • • Accumulated Area: 0.0000 SQ FT (0.0000 Ac.) I . . : . : . . •
. : RY WETLAND IMPACTS . TEMPORA T TAL 0 : C I rr i O . . ;
f f 1 f f f 4 f . . lfiff •f •iilff•iiiifif ' Ac. ~ ~ . • ~ • Accumuloted Area: 0.0000 SQ FT (0.000 ) ~ ~ ( " ~ . . • , ~ ~ r ~ r r.:
• • : • 1 • , ~ ~ . : ~ .,r w ~
TOTAL STREAM IMPACTS ~ PERMANENT: 123 LF I ' ~ ; i o~ ~ ~ r
, l~ F ~ TEMPORARY. 20 L ice. ' } ' • . , . R~ • , . .
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NEUSE BUFFER : MPACT 1OTALS . . , % . ~ . 's
. r` r
SE BUFFER IMPACTS ZONE 1 w`• . TOTAL PERMANENT NEU ( ) r.
Accumulated Area: 5121.86 SO FT (0.1176 Ac.) \ . . , i `
~ ,y . TOTAL PERMANENT NEUSE BUFFER IMPACTS (ZONE 2) I: . .'~1 I~~ r. . .
Accumulated Areo: 2947.15 SQ FT (0.0677 Ac.) I ; ~ . • . : • r . . r it F'' ~
I TOTAL TEMPORARY NEUSE BUFFER IMPACTS {ZONE 1) ~ ; • . I \ . ~r . N r
Accumulated Area: 4059J1 SO FT (0.0932 Ac.) l / 'I .r r., r ~ r..
I ~ / TOTAL TEMPORARY NEUSE BUFFER IMPACTS (ZONE 2) i : : 4' . r ~ . ; , .r r d, •r /
Accumulated Area: 1962.44 SO FT (0.0451 c) ~ / . (Q
I.. O / • v • i • r r~ •
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IMPACT AREA ~ ' / 1~ i ~ 0 4
ROAD GRADING AND STORM DRAINAGE ~ ~ N BUFFER IMPACT ZONE 1 /i / • PERMANENT ELISE / ; ~ / , r i. s
Area: 4995.27 SQ FT 0.1147 Ac.) ( •3 ~ r ~ r . , , •i
. % / . • rr
PERMANENT NEUSE BUFFER IMPACT ZONE 2 ~ ~ • , j: / • • Area: 2864.36 SO FT (0.0658 Ac.) i . ~ ~ 9
~ ~ • / y :w:
TEMPORARY NEUSE BUFFER IMPACT ZONE 1 : ~ / . Area: 2311.25 SQ FT (0.0531 Ac.) . • • • 4• • ~ ~ r rr.
/ { { • j• / •r.
TEMPORARY NEUSE BUFFER IMPACT ZONE 2 ~ : / ~ / .Y i. rrr r j ~ , •
Area: 977.29 so FT (a.o224 Aw.) ' 1.. . r / • • .
R. ~ 1 PERMANENT STREAM IMPACTS: 123 LF ~ / ~ i . , ~
TEMPORARY STREAM IMPACTS. y..... • • R\ ~ , ~ ..r rp
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c ~ f; : , , `PERMANENT NEUSE B R IMPACT ~l / z ~ ~ .
E of m , Areal 126.59 SO.. Fl''E0,0029, Ac:) c . a N ; ~
~ \ ~ 5 ~ ~ rim: ,r; 'i ''PERMANENT NEUSE..BUFFER OOIP.ACT ZONE 2 ' .w
w ~ j ~ ; , ~i: i AFaa:`82.79''SQ FT {D:O019•'Ac.)•'•.,, • . i • v . ;
~ . o M T ~ UFF~R I RAC ' ON o \ TEMPOR,~RY NEUSE B Z • 1, ,
~ ; Aceai`672:27.$4 F'T {O,0154~Ac.) ••-360• .
. . c c TEMPORARY NEUSE BUFFER IMPACT ZONE 2, . ,
c Arso:' 442.49'~SQ.. FT {.0,01b2. Ac:)` . .
0 c ; V.: . •
HIC SCALE o.. o r RA WING o ~
IMPACT AREA . • ~ a ~ so n INSTALUnoN , , • . ~0
~ ~ ~ ~ ~ ~ u un_.--- . t. ~ 355•. 355• • SHEE
TLMFWAKT ntUbt CiuhttK IMt AGI cunt • `H r
4 Are= 1076.19 SO FT 0.0247 Ac
(IN FEED) TEMPORARY NEUSE BUFFER IMPACT ZONE 2 EX- 1
CL 1 inch = 50 ft. Area 542.66 SO FT (0.0125 Ac.) r s
.r:~". g ~ ` PROJECT NUMBER
r 0000
r ~4
478-03