20041701 Ver 1_Site Plan_20070831

s~,
~s
~S
ro SITE
MAGNETIC NORTH
SR 2510
DB 6075 PG 52
THOMAS M, WILLlAMSON
DB 6075 PG 5~
VICINITY MAP ,~v S 99.98 RESIDUAL ACRES
~ 2g a
THOMAS M. WILLIAMSON
BOM 1986 PAGE 1254 oN ~ ~
a F (p (p S cp ~ 86
~ ~ ~ ~ 100' 5 ADDITIONAL RiW ~ ~ RIPARIAN BUFFER VY , ° I II i~ 1 I r. CLEARED LAND ~ ~ ~Q, puki
S 01 30 26 E 2960.. I ~ 2 155'; 140' i I~Q'. I j 115' 69' I ! 0'~', ~ 14~`9~. ~ 335' _ 2SD_ ~ ~ ~ soy' -
~1 ro ~ I l ~ ' - - - ~ 95' 100' 1 I b' ~ a I I 1 ~ 125' 21 35.~ 0' 125' 160' x'180 - ~ I60' 140' ~ • T • ',110' 60' ',I f 0' ~ ~
O N ~ WELL SITE , ' E' r ~ Q ~ \o,. Q~\ i.• ~'r 2.8 A.
dd I; , ~ '..ono f R
- w 9f ° ~~9 • w I1 1 & f' '7ti 'Q,y ',o, In Z
2 : ~ a r7 v•, ~ r, ~ i lA O Ilo : h 1.2 •P•,•,~ i i m' l.i A,, LOA. I ' I A; ~ ' f N ~ ;I 9 is. 2 ~ ~;~1r2 ~ n1 O
I , 1qR O~l~ p' ~ A - L0 A. ~ - - d ~ ~ ~ ~ 1. l A; 1 250 2~ ~ ~ ~
to .a ~ I I a v / ~ o ~ f1.0 A.'. L0 A 130 ~ ~ - © ~
n I~. ~f; t , . 4 ~3.5' A. ~n ~ cn , 1 2, f ~ P' m co p' 125' • 1
NOTE: THERE IS A ! 0'X 70' SIGHT J1p, ~ i TRIANGLE ON EITHER SIDE OF STREET - ~ ~ ~I,- ~ 1 ~ I~ 12 ~ 2t 23 ~ ~ 2a ~h,',,•~~ ~ 115' ~ 50' , ~,,,r ; P' V'
A, AS WELL AS A 20'X 20' SIGN ~ 2 ~/p- - y N ~ i ~ ~ ~E 3{4 A. ! ~ ~ , i 115 EASEMENT. ro ~ , 5 WQ 115 IG R/W ~ f o 2a ~ 1.0 A. o
g5. /~0, ' t . '~'1~' ~ ~ 125:, 50, w g 7 ~E ~ , i 50' pd6~ 5' cn ''275, 1 m ro I.0 ,t , ~ ~ ~ 29 m w O
~ ~ ti ~f ~ 155' 115'; ~ ~ ~ " ; ! '°i ~ ~ ~ I 1~8 ~ EET A b p~ ~ so, i 1<'s' ~ ~ ~ ~ ' i~ i ~ S~ I ~5' , EET A 34 ° "N loq~ i io' Z 22 ~ R' ~-'o e 26' ~ p rn 185 - cJ-~- ~ yp ,'2 ~
~l J 1 $ b~ ~ .4 A. ~ L0 A. a. 1.0 A; ~ ~ o ~ h A w ~ - L0 A. ~ o ~ ~ ~
~ ;~l 1 ~ ;o n 43'' so' ' ;ti , 3so iiTS' 3~5• 3~5. - ~ ~m "240' RAW a° N Q
Z z h !.o A. a 4 'r ~ m N Q?' ~ P00, 31 ~ PUBLIG x'235' ~ h ~ ~ 0 0 ^h %8405 ~ • w v S7REE7 8 50 ~q5' O
5. ~ w ~ ~ N ~Iw ro ',41 40 e'~, 21 , ~I ~ g ~ I. I A. ti ~ o b , 3 ~ B ~ w~ ~ 1.3 w S6~ ~ m m 225' ~ W m l
N N ! ~o_;~~' 1.1 A. m 11.0 A. L~~ ~ ~ o A N, N 'A. ; %O; h ro`. ~ , , ~E ~ 1 I. I A. . • ' s _ ' • , A. ~~M NEATER . • ' - ~ • h ~ ,f 1.0 A. - - - N ~ ~
2 ~ ' . ~ ( L I; A. ; 1 r`~~' ^1 ~ 1. ! Ar o 1.0 A, m , ~ 0 r, . h 0 U71L 171ES % ~h h~'~ ~ m f • ~ g ro s 1.0 A. ~ ti ,C5 , ,I ~ 1 O ~ BO(vi 1998, ~h I,0 Q ~ n f ^ 1.0 A. L0 Ate'
~ ~o' 1 ~o' 210' ~ 4 210' %2~K~' ri O ;28Fj 1 310'j 190' lam' I$5' I' 5' PA~E 25 ~ ~ 1 ; . ,
n o _ , LOT I LOT 14 LOT 15 LOT I6 LOT 22 ~ LOT r zo'raviicud.-csiro 265' 14~' 140' ~ f 290' 235 8~~ ~ ,
_ lo' SCREENING BUFFER ~ ~ ~ 23 LOT 42 LC, 43 LOT 44 336.24 • LOT 44 LOT 51 Q LOT 52 LOT 77 LOT 18 0 ~
o eel ~ ~~o Q~ N025948W
~ N O I °2 I 'S8 "W 2052. I I' 152. I I ~ CLEARED LAND
oP o R08ERT BOWERS
KINGS GRANT SUBDIVISION s N 01 21 46 W 926.33 DB 6285 PG 36 2
PHASE I SECTION I ~o
BOM 1986 PG 674
KINGS GRANT SUBDIVISION
PHASE !SECTION 3
r ,y(:'ivi 1'86 r'G ui 6
. 1
PROPERTY IS WOODED EXCEPT AS INDICATED CLEARED.
NO LOT SHALL ACCESS FROM MIAL PLANTATION ROAD.
TOPOGRAPHICAL DATA TAKEN FROM WAKE COUNTY GIS.
There shall be no filling or the erection of ermanent stru -
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE WAKE COUNTY P c tures in the areas of Wake County Flood Hazard Soils or Federal
SEDIMENTATION AND EROSION CONTROL ORDINANCE AND FLOOD HAZARD REGULATIONS. Emergency Management Agency (FEMA) 100 year flood zones until
a flood study is approved by Wake County andior FEMA,
ALL ROADS SHALL BE PUBLIC 1N ACCORDANCE WITH THE N. C. DEPARTMENT
OF TRANSPORTATION STANDARDS FOR PUBLIC ROADS.
SEWER UTILITIES SHALL BE INDIVIDUAL SYSTEMS. WATER SHALL BE
SUPPLIED BY A CENTRAL WELL. Before acquiring a building permit for lots marked by an
(asterisk) the builder may need to obtain a Flood Hazard Area Use
FLOOD HAZARD SOILS BY WAKE COUNTY GIS. Permit from Wake County Environmental Services. The builder's
engineer; architect andior surveyor (as appropriate) must certify that oil flood hazard requirements are met,
TOTAL ACRES: 62
LINEAR FEET OF NEW STREET: 5175
NEW STREET ACRES: 6.07
ACRES IN MIAL PLANTATION ROAD RIGHT-OF-WAY: 0.51
ACRES IN LOTS: 55.42
TOTAL LOTS: 44 4
AVERAGE LOT SIZE: 1.26 ACRES i
MINIMUM LOT SIZE: I.0 ACRE i. ~
MAXIMUM IMPERVIOUS COVERAGE WITHOUT STORMWATER MANAGEMENT: 15x ,~v.
IMPERVIOUS AREA OF ROADWAY: 2.07 ACRES LOTS WILL BE LIMITED TO 7082 SFiLOT i
CALCULATIONS: ,
NET ACRES IN TRACT = 61.49 - 1k
61.49 X 15i = 9.224
9.224 - 2.07 (IMPERVIOUS 1N ROADWAY) = 7.154 ACRES 1
7.154 i 44 LOTS = 0.16259 AC.iLOT 1. J
0.16259 X 43560 = 7082 SFi LOT
OWNER: KIRBY MARSHBURN ~ 'HBURN BUILDERS
6901 LAKE MYRA ROAD WENDEL~ WENDELL N. C. 27591
v
SETBACKS:
FRONT - 30' r ,
SIDE - 10 REAR - 30'
MINIMUM WIDTH - 95'
PIN: 1762.03 - ! 0- 7212 ZONED: R-30
200 0 200 400 400 600
- FILE: CTP2793 EB01262
scar F~ r " _ inn'
GRAPHIC SCALE - FEET DATE: 09-15-2004
Professional Land Surveyors P.O. Box 892, Zebulon W.C. 27597 P 597 Phone [phone]
Sheet ~ of 6

S,Q
DSO 6
MAGNETIC NORTN
N SITE
0
DB 6075 PG 52
R ZgiO S
THOMAS M. WILLIAMSON
DB 6075 PG 52
ABANDONED WELL SITE 99.98 RESIDUAL ACRES
DA = 0.54 AC. ,~v S
STABLIZE BY SEEDING 8 WHEATSTRAW
~,~a Y,~, ~~a~..~G~~~.~ 3 ~l. o~ ~ ,
VICINITY MAP 2,12. ~°O ~ THOMAS M. WILLIAMSON S ~ ~ `~6
BOM 1986 PAGE 1254 ~ ~ , ~ ~ ,
~ CLEARED LAND ~ ,zQ' pub -
ti ~ 0 100' RIPARI N BUFFE „ ~ ~ ~ ° 26 E 2960.21 ~ 5' ADDITIONAL RiW ~ ~ ~ S O 13O ~ BERM DA = 0.37 A,C. ~ ~ 21 ~ ~ 3s-
rt~ ~5' 1,00' ; I Iii' 125' 160 125' 160'; 11801 , ~ TG ~ ~ ;,~o,, r-- 2.8 A. ,
~ 40' i I~Q'.- ,%I 15' 65' 110', ';!2 x`335' --Z~-°~ , ; A 155'; I / ; ~ ~ d ~ 1. ~'%d ',8~;
11~' 1 & ~ h~ 2'~, ?\p~ m a o ,1 1~9
O Cn o si ~ ; ' . , D o N ~ ~ O I1~ ~ ~ w ' n ~@ d' ~ ~
4 ~I h ti/ ~ , m ~ L I Ate, .
' h o v.. ~ .,o~: i~ o D ' L0 A. 0' • w ~ ? 1 '1
5 , -i w ~ ~ ~ N I L0 A. a ~ o • - ~ ~ ~ ~ ~ / ro w' I ; I. V A, rn O m - o I ; ~ ~ s o , 14 0- ~ w 1 • I.0 A.I I.0 A. b, !p ~ m ~ o m w'` 1 ~ Q ~`r~ J 140 ~ - ~ ~ ~ lu
v $ iI.OA, r ~ .,I~ ' D r i Q• ; ~ ~ 12, , ~5 1 23 ~ ; ~ • ' 130' / .2t~ ~ 2 ,~y ,
3 125' ~ 50' ~ ~ ; ,•;oP'' , b W Q
n `,111 ~ ~E 1,4 A. ~ ~ ~ m ~ ~ 1 ~ ' 1151 1 o ZO L0>~, ~ LOA.;"r%~G`, ,m 5' " R/W 1 m N ;'Q~ ~ ~
NOTE: THERE IS A 10'X 70' SIGHT ~ 0 l5'f 1 I I I ~ , 2~8L1 TRIANGLE ON EITHER SIDE OF STREET \ ~ / 3q4 A. ',l , ` ~ n 1 5". 50 , ~ ~tieUC ~'2I5' Z 22 g' ' 0 2 6` ~ ~ 50 , 295' p I Csi 110' o _ 0 ' i 2 ~ ~
~ '~e' 12 T A A, AS WELL AS A 20'X 20' SIGN a ~ /0 ~ m I ~N,~ / / ,1;~ i, w 'EE EASEMENT. ~ ~ s5' 2p~ ;1 ~ m ~ 5~ Ig5` A 34 Z h ~ T N ~ ro ;1-~- - v L0 A. - o
! z m ~ ~ . . / 55' 115", ; 125' ~1 ; ~ ~i ~ ~ D , w , Sp, ~ 300t 1 ~ ~ ~ ; j70~. 185 1.4 A. N ':o_ h ~ ~ ~ ~ Q ~ L0 A. ~m ' 24 R %235' '
t• 8 a ~ ' 1, ' ~ i ~ ~ 1 / f ~ , ~ X75' ~~J, N 31 '30 o Rue 5 o~ o 0 3'tJ, N ~ 2~, r EET 6 5 ~A ~1 Q m
o Iso' 200 ,ul,;, ~ .36 cn h ~ ~ ~4 $ ~ ? "I m N
m 43'' ~ .1 D D x~~ I ~ w Z Z .o a a 42 ~ 1 275 ~ 37' N 1.3 A.''~, ~ 9S ~ ~ cn ~ 225' 27 ti
I ~ ~ ',41 40 0; ~ 5 ~ ~ ~ $ , -IaN 39 Its W, ~ ,o S ~ - -ro- - ~a ~ ~ o~^ }IEATER ' .Oa ~ rVh ..1 L0 a m 1; ~g ro s. ' M h ~ ~ to
O D cwn I. I A. ' " h , ° ~ ; I ;oi ,'38 , N~, I. I A. ; ~ ~ g ~ I,I A. m ,L0 A. N L0''A. ~ 47 o L0 A. I I, a.' ~ ~h ~ U71L171E$ 1' o$ ~ !L" ~'A n 1 ~ L0 a $ L0 A~ ti eoM Iss&; h I•o R !
r ; I ~ I ' Z a ` 1 ;I~;I ;1 190'x, I@0' 1~5' - ~ , ~ , 0 ~ ( 8 'i' PA~E 25 ~ • 2fi5''', 149' 140' ~ 1 290' 235 I ~5 , ~ p vBIIC OR. FSMI.' 1 r
D :U ~ , n 170' 210' -'210 /200' .'28~ ,~Nr ~ 310'; p ~ , 336.24 -
~ LO7 77 LOT 78 0 ~ LOT 52 N 02 59 48 W ' 44 LOT 51 Q
~ LOT I6 ~ ~ LOT 22 ~ LOT 23 LOT 43 LOT 44 LOT I LOT 14 LOT 15 ~ ~ ~ O LOT 42 Qv
UFFER Q Q 10' SCREENING B p V J ~p 0 1~ , N 01 2, 58 W 2052. I I ~ CLEARED LAND . I I ~ ROBERT BOWERS
oP o ~ DB 6285 PG 362 N 01 21 46 W 926.33
UBDIVISION KINGS GRANT S
PHASE I SECTION I
BOM 1986 PG 674 KINGS GRANT SUBDIVISION
PHASE I SECTION 3
BOM 1986 PG 676
IONAL DISTURBED AREA 1.33 ACo ADDI T 4
07-28-05
EXCEPT AS INDICATED CLEARED.
PROPERTY IS WOODED There shall be no filling or the erection of permanent struc-
NO LOT SHALL ACCESS FROM MIAL PLANTATION ROAD. the areas of Wake County Flood Hazard Soils or Federal turea In
enc Mana ement Agency (FEMA) 100 year flood zones until a Emer g y 9
TOPOGRAPHICAL DATA TAKEN FROM WAKE COUNTY GIS. flood stud is approved by Wake County andior FEMA. Y
L DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE WAKE COUNTY AL D FLOOD HAZARD
SEDIMENTATION AND EROSION CONTROL ORDINANCE AN
REGULATIONS.
L ROADS SHALL BE PUBLIC IN ACCORDANCE WITH THE N.C. DEPARTMENT AL Before acquiring a building permit for lots marked by an
OF TRANSPORTATION STANDARDS FOR PUBLIC ROADS. (asterisk) the builder may need to obtain a Flootl Hazard Area Use
TIES SHALL BE INDIVIDUAL SYSTEMS. WATER SHALL BE SEWER UTILI Permit from Wake County Environmental Services. The builder s
SUPPLIED BY A CENTRAL WELL. en ineer, architect andior surveyor (as appropriate) must 9
certify that all flood hazard requirements are met.
FLOOD HAZARD SOILS BY WAKE COUNTY GIS.
TOTAL ACRES: 62
LINEAR FEET OF NEW STREET: 5175
NEW STREET ACRES 6.07
ACRES IN M1AL PLANTATION ROAD RIGHT-OF-WAY: 0.51
ACRES IN LOTS: 55.42
TOTAL LOTS: 44
AVERAGE LOT SIZE: 1.26 ACRES
MINIMUM LOT SIZE: I.0 ACRE
AXIMUM IMPERVIOUS COVERAGE WITHOUT STORMWATER MANAGEMENT: 15i M
IMPERVIOUS AREA OF ROADWAY: 2.07 ACRES LOTS WILL BE LIMITED TO 7082 SFiLOT
CALCULATIONS:
NET ACRES IN TRACT :61.49
61.49 X 15x = 9.224
9.224 - 2.07 (IMPERVIOUS 1N ROADWAY) = 7.154 ACRES
7.154 i 44 LOTS = 0.16259 AC.iLOT RN BUILDERS HBU
0.16259 X 43560 = 7082 SFi LOT : KIRBY MARSHBURN I OWNER
ENDELL N.C. 27591
MYRA ROAD WENDELI 6901 LAKE W ,
SETBACKS:
FRONT - 30'
SIDE - 10' W ~de~ ~oC, _ .
REAR 30 ~ _ I
/=~~~,~,,Lrluc~ MINIMUM WIDTH 95
v ~ PIN: 1762.03- I 0-7212 ~
~6 ZONED: R-30 _ 1 b ~y
~~u~ ~ ~ ~ ~ 93 EB01262 FILE CTP27
200 0 200 400 p SCALE: I " 200' 400 60
DATE: 09 -15 -2004
~ l ~ glee
rRaPHIC SCALE -FEET i~
'597 Phone [phone] Sheet ~ of 6
WILLIAMS - PEARCE & ASSOC., P.A. Professional Land Surveyors P.O. Box $sz, Zebulon, N.C. 27597

_
p 0 k
0 h PROPOSED JUNCTION BOX X X n~ CURVE RADIUS ! ENGTH CHORD CH ,BEARING
(SEE DETAIL THIS SHEET) p p V k X h STABILIZATION REQUIREMENTS FOR ALL SLOPES'
P ~P ~ ti 1 5 5 6 C-1 514.82' 197.54' 196.33' S 08°25'27"W
37 LF -EXISTING '(P X / / 5 C-2 625.49' 19x.32' 197.4x' S fo°2o'oo"w 3:1 OR FLATTER -GRASS C-3 446.58' 217.59' 215.44' S 15°12'30"W 3:1 TO 2:1 - SHURBS & VANES
18 RCP @ 1.7 q ~ ~ G / . i \ ~P C-4 256.30' 209.50' 203.72' S 05°45'00"W 2:1 TO 1-
ADD PIPE TO EXTE ( \ Q ND I I ~ ' ~ ~ a6 BEYOND CURB - 8' ~ I I ~ ~ ~ Q / V 6 1/2:1 -RIP-RAP
I , ' I ' ! G h' l ~ sr - 6 EEPER THAN 1 1/2:1 -RETAINING WA h LL
~ 11 ~ G 6 ' X D~ i I I ' 6 ~ ~ 9' 6
~ II x
I I ~P I ,CONCRETE CURB & GUTTER ' ~ PROPOSED 18 RCP ~P
I ~ / 16 L.F. + F.E.S. ~ ~ I (EACH SIDE -FROM ENTRANCE 5 „ ~ 100 LF X 60 TWIN PIPE CULVERT ®0.4 q
I I ~ END OF ~ ~ (INLET INV ELEV = 271.96 ~ -••1~= , 50' TAPER -STA. 0+95) Q y -1• ~ ALUMINIZED STEEL ULTRA FLOW (TYPE 2)
- I SEE DETAIL THIS SH D o ~ ---_-J ( fET) 1 y I ~ I ; Q DRAINAGE AREA = 107.3 ACRES
~ f~ e r , _ '~9 I Q 25 = 249 CFS
Q I00 = 345 CFS
~ I I I ~ _ ~ i I ~ Hw/D = 1.2 I HEADWATER = 6.0 Fr.
o m I l _ c I I
I ' CUSTOM BASIN ,U HEADWATER ELEV = 24f.0 1! 1 100 YR FLOOD ELEV = 242.0
~ _ 1 1 , DR - AINAGE AREA - 0.54 AC ~ REQ'D STORAGE = 972 CF
I ' I i TEMPORARY GRAVEL 2s~~~ c I (13'W X 26'L X 4'D)
~ I I ~ as' rvrlN. CONSTRUCTION ENTRANCE C ~ ~ ~ ~ ' I ~ ~ E/P TO B/G ~ ~ ~ O ~ ~ G i I h
N I ~ 0' (J1 I I ~ ~ I IW D~
\ \ i I i O , I ' ~ 1 D X 70' SIGHT TRIANGLE (TYP/CAL \ ~ ~ G I I ~ ~ ~ ~ c0 ~ ~ ~ I ' LEVEL SPREADER I~ ' im ~
I ~ ~ \ ~ ~ ~ I Q = 1.56 CFS I X CUSTO (1o'w x 2o'L I~ 0 M BASIN ~ 3
1 ~ - I t ~ ~ ' ) ~ ~ ' ~ DRAINA - ~ I ~ I ~ ~ GE AREA - 0.80 AC ~
RE DE EXISTING DITCH IF NEEDED N ~ ~W II ~ REQ'D STORAGE = 1440 CF D N _ r ~ ~ N ~ ly 12 , ~I (16 W X 32'L X 4'D)
TO ENSURE POSITIVE DRAINAGE AWAY ~ ~ C-2 - _ N o I~ ~ ~Q ``I I J _ ~ I W ~ ~ I ~
FROM INTER ~ ' ~ ~ _ _ S O 1 °15'00"W 304.00' SECTION. _ _ _ _ _ I - J ,_c r - N \ ~ Z ~ la ~ I ~ / - m I a 'V 'I ~I
~ ~ I o G coNCRErE W LEVEL SPREADER ~ iy\ a, to I~ ~I O _ C, ~ o ~ ,m I HEADWALL Q = 2,3
44 I - I 3 ry I Q ~ 1 cFs - I ~ ~ I ~ I 5MT' la W (ro'w X 30 L ~ TCH LININGS
~ ' 43 ~ f- I E . 1 I ~I ~ ) N N roNS . ~I ~ G - GRASS
A 1 4" EXP..IT. I / BRICK MAY BE USED TO ' / ~ Yr N ~ c~ I i ,x .ti ~.i' ~ -JUTE
3~ I ADJUST TOP OF MANHOLE i a ~ I BEGlI INLET PIPE I I COVER TO GRADE. l i STA. ~ .x E , T " I BEG! - i ~ ~ x si~T , " + F o°I I4 i' n N - NORTH AMERICAN GREEN N NAG C 125 ® \ ~ ~ ~ r 11 s~~ \S ~I ~o N _
I ' STA. 7+50 (EA. SIDE \•N ~ ~ r r r ,~T ~ ~ C 125 (OR EQUIVALENT) ) I ~ ~r r, F ~ I I ~ E
m 6° ~ 42 ; B 1 r- B N 9.. I
- I ~ , ~ ! I a m 39 ~ ~ r N .05 m 3
- 41 i I ~ o NLET PIPE i I iv ~ iv ~ INV 271.74 / , I ~'rrr-__ ;14.16 1~~~ ~i ~ W ~ r rr r p e//' o~ ~ A-1x4. 4' - N . 1 I ~ I ~~\r /r
I io _ _ 2' i I ,L ~ 5' MIN, ~ 6" MAX I I r 40 p LEVEL SPREADER m I\ r~~,_~ C_4 - ~ / m
L--- 6.. / i OUTLET PIPE - ' I Q - 1.56 CFS o, I W~ ~ ~T ~ r r CONCRETE ,
2' 4" "I OUTLET PIPE _ - 4" 8" INV 271, 24 I (f0'W X 20'L) I ~ +\"F . NEADWAL \ r l (J1 ~ L ~ ~ +2~ rrr e\ r r
A B, 3' - 8" ~ B CURB k GUTTER END TREATMENT -J c~ ~ F r ~ \ Z rr, ~ 1 0 m
S rR EEr DESI ~ s, ~ r 1 i IW ~ +,rrrrl+~~ ,~S I~ r ~ m CUSTOM BASIN # 2 ~ t ~ ~ I r l p n -i
GN A ND PLAN SECTION A-A TOP (SET TO GRADE) I ~ `s~i~ ; 0~5 ~ I I r I DRAINAGE AREA = 0.54 AC II r G ~ ~ , W
7 1/2" 1/4" EXP. JT. 2' - 11/4" ERO SI ON C - - ONr REQ'D STORAGE 972 CF I ml r i
- ROL PLAN 3 4 - FOR (13'W X Z6'L X 4'D) 14Ji ~I I ' O , ~
INLET PIPE m X / ~ n 12 ~ I l i ~
INV 271.74 1" 3" RAD. o - - m i/?„ RAD, o • o ~I ~ I r 1 Q, ~ ~ ~ ~I r I V ~ ~k
o I ~ e • ' N ImW JI, ' ~ ~ ,J , WI r lam' ~
DJ n e • VELOCITY DISSIPATOR ~ _ ~ zl I ~ I a' I "I ~
6" 4 3/8" 2' - 0 1/4"--•I . ° ° • ' `D MA R . • • ° KS C REE _ . K r0 . WNS 1 - HlP 6 2 - 9 i/4" 40'W X 40'L X 27" ~ ° ~ I °I ' I ' I k S ( NOi o ~ V ~
OUTLET PIPE N 2'-~~~ 8" 2' - 4' 8" INV 271,24 r CLASS l R!P/RAP) j I r I ~ CUSTOM BASIN ~ ~ I ~ I
WAK E CO UNrY 38 {14'W X 2TL X 4'D) I - I
SECTION B-B PLAN SECTION X-X 2'-s" CURB & GUTTER DRAINAGE AREA = 0.04 AC ~
NoRr HC AROLIN ~u A NCTION BOX DETAIL (NOT TO SCALE) O k
JOB F1LI:: EB01252 CTP3151
S SCALE: 1 " = 0' 5 DATE: OS-10-2004
REV.: 07-28-2005
150' VERTICAL CURVE , J00 VERTICAL CURVE ,
~ PVI STA = 1 +50 200 VER h v~ _ ~ PVI STA = 4+50 200' VERTICAL CURVE 300' VERTICAL C V UR E 250 VERTICAL CURVE
r\ ~ ELEV - 276.28 N ELEV = PVI ST. PV/ STA = 8+00 PVI STA = 1 +
+ r~ K = 45. D 269.28 o N ~ K = 75.0 ELEV NN ELEV = 265.78 1 50 PVI STA. = 14+50 ELEV = 241.00
K= K = 32.9 ELEV = 248.53 K=~'1.3 K=38.5
- --~-II-- - - - - - - _ _ _ _ _
285.0 - --FBI .38.~C,~- W-- - -
- - c~----- - - - - r.~---- -~i - -
280 - .0 - - - - - - - - - - - - - 285.0
- - - - - -a - -
275.0 - 1 _ - - - - - - - - - - - - - -I - - - 280.0
_ - - ' - ---~'v~ 7~z~r~ - - - - - - - - - - - - - - --W - -
- - - ~ ~ - - 275.0
270.0 _ err.. - ~ ~ - - - - - - - - ,~3--~° - - - - - - - - - - - - - - N1I = -zzt.11L ExLS l - - - - -
- - - -c, - - -
~ ~ - - - - - - - - - - ---1 - - 265.0 - - - - - - - - - - - - - r- - - - 270.0
- - h - - - - - - - 265.0
60.0 - - - - - - - - - - - - - - - _ - x==-=~ - - - ~ - - -k - - - -
J - - - - - - 255.0 - - w - - - - - - - - - - - - - w- - - - - - - - - - - - - - - - - - - - - 260.0
- - - - - 255.0
250.0 - - - - - - - - - - - - - - - - - - - - ---u -
- - - -~c - - -
245.0 - - - - - - - - - - - _ _ - - - - - - 250.0
240.0 _ _ - - - - - - _ _ _ _ - - - - - - :3-1- 245.0
- - - - - - - --_T--
- _ - - 240.0 . 1
23 - - _ _ _ _ _ - - 5.0 - - - - - - - - - - -M1 --.---iT ~L-
23 - _ _ _ - - _ _ 0.0 - - - - - - - - - - ; ~ ~ - - - 235.0
- - - - - - - - - - - - 230.
0
~D c0 O ~0 N GO ~ O try
~ ~ ~ h h Mj N ~ N ~ ~ N ~ ~ ~ ~ t\ ~ N O ~ ~ ~ ~
~ ~ co ~o cp co ~ N ~ N N N N N N N c~ co co 'n co N N N N N N N ~o 00 ~ ~ ~ d' M M ~ h h h ~ ~ ~ ~ ~ ~ ~
N N N N N N N N N N ~ ~ N N N N N
0+00 1+00 2+00 3+00 4+00 5+00
6+00 7+00 g 8+00 9+00 fO+DO 11+00 12+00 13+00 1 +
4 00
+ =ELEV. 30' LEFT OF C/L
X =ELEV. 30' RIGHT OF C/L
=EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
0
WILLIAMS - PEARCE & ASSOC., P.A. HORIZ. SCALE: 1 " = 50'
VERT. SCALE: 1" = 10'
V Professional Land Surveyors P.O. Box 892, Zebulon, N.C. 27597 Phone [phone]
Sheet 2 of 6
~e

CURVE RADIUS LENGTH CHORD CH.BEARING 9
C-5 2140.83' 790.88' 786.39' S 07°05'00"E ~ k 1~
~1 C-6 737.52' 878.79' 827.72' S 30°38'06"E h' h x
1 X 'S
1 ~ ~P ,W ~ , , 5
~P ~ ~ ~ i ~
5 ~ ~ ~ ~ 6. ~I~~ b
G ~ ~ 9' x ,w ~ I ~ 6
Q 14 ~I ~ x ~
13 ' i 5 Q~ ~ 1 ~ ~ ~,P oi~i ~ P 5
L ~ , ~Q~ ~ 5
12 L N 11 ZI ~ ~ ~ G
I c~ ~ ~ Q
D I I ' I n ~ ~ ~ ~ 1 I ~ , I I ~ 18 ~
10 ~ , ~I I I I ~ ~ ~ ~ ~ 19
m ~ ~ 7 , ~ ~ l
~I I I ~ ' I ~
I ~ ~ l
ZI i I ' y I 1 1 _ 1 , - ~-1__ ,
y , , BEGIN NAG C 125 ® , _ - STA f 7+DO (EA. SIDE) -
I I I G ~ J c
r I I II _ 5 W ~
w .J-- - A=554,02' PT TO C L /NT ~ m ~ ~ J 2
-1 I _ - 4-..----- - J D _ _ - ' G ~ ~
N - = a _ - _ J a.~ - N - - -1 Ga____ ~ G ~ 236, - ~ _ W
~ ~ - lNT TO PRC G-~_--.
+ - ~-~-~---J- - TOTAI PT - 9.00 ~
~ '`"o p Op E C ,1~ ~ BEG/N JUTE ®STA O _ _ - - $ 17 4 LINE TOP , N .g5, (MATCH-__-- J - 10+00 (EA. SIDf) 1 ~ - 33.1T _ _ W
15 I I ~-~G ~ (PRC ~ ~ TO MATCH LI _ ~ ~ , NE)
- N~~ = = - ~ ~ ,N I ~
D - - N I G ~ V
--.G
I I ~ 1 ~
z ~ 35 ' ~ I
I r,, I I~ o
I l 34 ~ ~ ~ o ~ ~
' 36 ~ I ~ 32 I ro ~ ~ i ~ N
r'' I
I ~ 37 i + I I ~ I Q I ~
z I I I ~
~ I ~ 31 I ,~~W ,
38 ~ ,
N 3 I
D11'CH LINING f 1'CH LININGS ~ l ~ I ~ , / ~ ; 1
G = GRASS GRASS ~ l ~ I ~ ,
J = JUTE / / Q JUTE / / O
N = NORTH AMEF NORTH AMERICAN GREEN ~ l l Q
= r C 125 (OR SCALE. 1 50 IVALENT ~ l l C 125 (OR EQU ) ~ ~ ~
~ Q~ ,
CRD. FILE: EB01252
SCRN. FILE: E801253
DATE: 08-10-2004
REV.: 05-27-2005
100' VERTICAL CURVE 100' VERTICAL CURVE
250' VERTICAL CURVf ~ 200' VERTICAL CURVE 150' VERTICAL CURVE PVl STA = 24+DO PVI STA = 27+50
PV! STA = 14+50 PVI STA = 17+50 ~ oo PVI STA = 19+50 N n ~ ELEV = 286.00 . ELEV = 293.00 ELEV = 287.00
ELEV = 248.53 ELEV = 275, 53 ~ N ~ K = 30.6 K = 82.6
K = 38,5 K = 53.0 ~ ro K = 40.9 N o0 ~N N
- - - - - .0 295
295.0 - - - - - - - - - -
- - -s
_ ~=u - - _ _ _ _ _ _ _ _ 290.0 - - _ 290
- - - J - - - - - - - - - - - -
- - - - X - =
285.0 - - - - - - - - - - - - - - - - - - - - - 285.0
_ _ _ _ _ _ - 280.0
280.0 - - - ~ - - - -
- ~ - - - - - - - ---e;
- _F_-- 275.0 = - - - - -k - - - - - - - - - - - F - - - - ---A, - - - 215.0
- -a - - - - - - - - - - - - - - -R, - - - - - - - - -
_ _ _ _ _ _ _ 270.0
270.0 = _ _ - _ _ _ _ _ - -
265.0 - - - - - - - - - - - - - - . - - - 265.0
_ _ _ _ _ _ -r - 260.0
2 .D - - - - - - - - - - - 60
_ _ _ _ _ _ _ _ 255.0
255.0 _ - - - - - - - - - - - - - -
250.0 _ - - - - - - - - - - - - _ _ _ _ _ _ 250.0
_ _ _ _ _ _ _ _ 245.0
.0 _ _ _ - - - - - - - - - - - 245
240.0 - - - - - - - - - _ _ _ _ - 240.0
o~ ~o ~ N rn ~ ~ M ~ ~ ~o h h
O w M M ~ ~ co A ~ O h M o~ O ~ ~ O O h ~ h rn M M ~ h M ~ op a tF N ~ h ~ ~ ~ ~ ~
' N co 4 ~ ~ O M h ~a ~ 00 of of ~ O M O ~o ~ ~ ~ W ~0 ~ ~ ~0 ~ of 4 ~ N N N O ~ ~ ~ ~ ~
~ ~ ~ ~ N N N N N N N N ~ o~ rn o~ ~ o~ o~ o~ ~ ~ ~ ~ ~ N N N N N N N N N N N N N
N N N N N N N N N
+00 231-00 24+00 25+00 26+00 27+00 28+00
16+00 17+00 18+00 19+00 20+00 21+00 22+00 14+00 15+00 22
+ = ELEV. 30' LEFT OF C/L
x = ELEV. 30' RIGHT OF C/L
k~ = EXISTING C/L PROFILE
S Ia = PROPOSED C/L PROFILE
U~
HORIZ. SCALD 'IZ. SCALE: 1 = 50'
T. SCALE: 1 " = 10'
t~l WILLIAMS - PEARCE & ASSOC., P.A. VERT. SCALE
Sheet 3 of 6
WV Professional Land Surveyors P.O. Bog 892, Zebulon, N.C. 27597 Phone [phone]

CU VE RADIUS LENGT H !NG R H CHORD C .BEAR
( / ~ D'' . a ~
1`` i ~ \ C-10 432.71 234.12 231.27 S 20 30 OD E x
, ~P
ER ~ o,~ 4,/ F R~ v
\~'T P r w I i ~o ,
\ F' / k ~ ~
\ WELL SITE 0 ~ 'h P x 23 ~ i 24
0 ~ ~ ~ ti ~ o
~ N ~
o ~ ~ 0 ~ /
~ ~ ~ CURVE RADIUS LENGTH CHORD CN.BEARING \ ~ / / ~ Q ~ R
Bpi ~ ~ v /
C-6 737.52' 878.79' 827.72' S 30°38'06"E ~ 107 LF - 48" CMP ®1.0 9' ~ ~ ~ ' ~ G / , e, ,m~ ~ eJ ~ ~ /
X DRAINAGE AREA = 26.2 ACRES ENO ~ p~ Q 10 = 75.7 CFS ~ v Z ~ .L_ tir 6 / 2
Q 25 = 87, 2 CFS ~ ~ a ~ _ , \ 2 i \ r ~ ~ ~ / _ ~ ,
Q, \ Q f00 - 102 CFS / Z ~ O ~ NW D = 1.20 ~ ~ G ROCK CHECK DAM / / CHECK DAM ~ D ~ ' ~ V ~ ~ ~ ~ ~
19 h~ ~ ~ NW = 4.8 FT \c~ N \ N D.A. = 0.04 AC,. ' ~ ~ ~ OM AS1N 11 _ ~ ~ ~ ? COST B ~ - 0.04 AC,. 1 ~ ' ~ G , ~ / \ -
/ \ 1 DRAINAGE AREA - 0.52 ACRE o \ , I ~ ~ , 1 REQ'D. STORAGE = 936 CF
/ \ ~ ' ~ \ ~ ~ ~ (13'W X 26'L X 4'DEEP)
~ ~ CONCRETE E D ALL , ~ ~ m i \ / r-.-.------ 1 ~ % G ~ I
\ 1 ~ v / , ~ ` 1 i / c~
~ V i~ ~ ~ 20 ~ 1
USTOM BASIN 5 / ~ C ~ ~6 r v , ~ ~ Q
DRAINAGE AREA = 0.72 ACRE y,6~ $~i \ 0 ' ~ > REQ'D. STDRAGE = 1296 CF ~ ~~'i
~ ~ ' f 5'W X 30'L X 4'DEEP ~ i ~ ~ ~ i N~1 ~ , , o - - - , , ,
R'j ~ c ` i' ~ ~ ~ ~ ~ P' ~ ~ ~ i P SOS 00 00 f 130. 0 - ~ \ 2 7 ,
I BEGIN JUTE C~ STA ~ ~ ~ ` ~ ~ ~ ~ ~ 32+DO EA. SIDE ~ i ~ 1 ~
o ~__---~-s ~ \ I / , ~ ~ ,
~ G ' I - is ~ ~ ~ ~ / F. E, S.T ~ ~ I ~ , ~ ~ \ ~ ROCK CHECK DAM ~
~ ~ ~ 1 ~ .1. _ ~ , ~ 1 D.A. - 0.04 AC. i ~ \
~ i , ~ ~ ~
l~l
~ ~ - 10.87' , ~ i' `N 1 P , ~ , CUSTOM BASIN # 6 ~ o ' 28 ~ ~ ~
. a - - ~ I r _ - DRAINAGE AREA = 0.36 ACRE 1 v 1 _ C-6 ~ I ~ I 1 1 I i I ~ ~
CUSTOM BASIN ~ 4 ti ~ ~~G~- .1.~' REQ'D. STORAGE = 648 CF 1 ~ I 1
' ~ ~ ~ VELOCI i DRAINAGE AREA = 0.50 AC. ~ ' ~ ~ - (i l W X 22'L X 4'DEEP) ~ ~ VELOCITY DISSIPATOR ~ , l ! ' 32'L X 12'tN X 24" I I
REQ'D, STORAGE = 900 CF ~ r 1 ~ / ~ ~ ' A CLAS (f 2'W X 25'L X 4'DEEP) ~ ~ 1 CLASS TRIP/RAP I ~ I ,
_ 1.0 q ~ 60 LF 18 RCP ~ ~ ,z 1 29 l~l
' ~ ~ DRAINAGE AREA = 0.5 ACRE ~ m I 1 ~ i 1 ~ J
~ , Q 10 = 1.4 CFS ~ ~ 2 5 vl r ~ ~ ~ ~ r Q 25 =-1.7 CFS
l ~ - 2.0 CFS Q' r Q 100 ~ 31
V l ' ~ Hw = 0.75 FT.
r I ~ / i ~ ~ ' ~r ~
~ 23 ~ ri
d! ' Dl rCH LININGS
I 22 G = GRASS
J = JUTE
N = NORTH AMERICAN GREEN
DITCH L!NlNGS C 125 (OR EQUIVALENT)
G = GRASS SCALE: 1 " = 50'
J = JUTE CRD. FILE: EB01252
N = NORTH AMERICAN GREEN SCALE: 1 - 50' SCRN. FILE: EB01254
C 125 OR EQUIVALENT) DATE: 08-10-2004
REV.: 05-27-2005
150' VERTICAL CURVE 300' VERTICAL CURVE
~ M PVI STA = 32+00 ~ ~ PVI STA = 35+50
+ ^ ELEV = 284.75 ~ ~ ELEV = 266.00
- N° {1=32.1 N K - 30.9 ro
N
- - ~ - - - - - E` - - ~ - _ 295.0 295.0 295.0
295.0 - ~
290.0 - - - - - - - - - - - - - - _ 290.0 290.0 290.0
- - - - - - - - - - - - tr- ----1-
.0 285.0 - - - - - 285.0 285
285.0 - _ - - - - -
280.0 - - - - - - - - - 280. 280.0 - - 280.0
J - - - - - - - - - -
- - - - - - - - --3- =Y~:F100 =FLEL=~- ~ w - 75.0 275.0 - " - - - - - - - - 275.0
275.0 - - - - - - - ~*s 2
_ - .t) r=:=: _ _ - 270,0 - 270 270.0
270.0 - - - - - - --.r= --.r= - - - - -rt
- - - - - - - - - 'x----- 265.0 - ' ~x--- _ - - - 265.0 - - - - - - - - - - - - 265.0 265.t) - - - a -
_ _ ) 0.0 - - - _ - a - - - - 260.0 260.1 26
260.0
255.0 - - - - - - - - - - - - - - - - - _ _ _ _ - _ _ _ =F 255.0 255. 255.0
- - - - - - ----a -
_ _ _ - - _ - - - - 250.0
25 0 - - - - - - - - - - - - - - - - - - - - 0. 250. t) 250.0
h o h o h o h o ~ ~ rn ~ ~ h ~ ~ ~ rn o rn ~ M ~0 M ~ M ~0
~ ~ N O ~ h N o~ ~ ~ ~ ~ O ~ N h ~ ~ ~ ~ o ~ N O ~ h N O ~
co ~ h h ~ ~ ~i ~ of ~o ~ ~ O of ~ o ~o O ~ ~ ~ ~0 ~o ~0 ~ ~ ~ ~ ~ ~o ° ~ o N ~ M M N N N N ~ ~ N o0 ~ a0 DO DO o0 00 a0
~ ~ ~ N N N N N N N N N N N N N N N N N ~ ~ N N N N N N N N
+ 3f+00 32+00 33+00 34+00 35+00 36+00 + 2+00 3+DO 4+00 >+00 37+00 0+00 1 00
28+00 29+00 30 00
+ = ELEV. 30' LEFT OF C/L
+ = ELEV. 30' LEFT OF C/L X = ELEV. 30' RIGHT OF C/L
x = ELEV. 30' RIGHT OF C/L = EXISTING C/L PROFILE
` G = EXISTING C L PROFILE / = PROPOSED C/L PROFILE
= PROPOSED C/L PROFILE
~ ~

1 50' HORIZ. SCALE: 1 50'
WILLIAMS - PEARCE & ASSOC., P.A. HORIZ. SCALE: 1" = so VERT. SCALE: 1 it = f 0' _ 10, VERr. SCALE: 1" = 10' Sheet 4 of 6
rV'/ Professional Land Surveyors P.O. Box 892, Zebulon, N.C. 27597 Phone [phone]

-
CONSTRUCTION SUCTION SEQUENCE VELOCITY DISSIPATOR
CURVE RADIUS LENGTH CHORD CH.9EARING 1. SCHEDULE A PRECONSTUCTION CONFERENCE WITH TH )NFERENCE WITH THE ENVIRONMENTAL ENGINEER, - 1T s A A 10° ITf. ~ PLAN
OBTAIN A U1ND-DISTURBING PERMIT. 'AD, TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS UR g
C-9 258,56' 190.84' 186.54' N 86°11'21 "W 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DN OTHER MEASURES AS SHOWN ON THE APPROVED PLAT THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO RNSTALL f DNERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
THESE DEVICES. SEED TEMPORARY DNERSIONS, BERM I i I FILL FACE
3. CALL ~ FOR AN ONSITE INSPECTION BY CERTIFlCATE OF COMPLIANCE. iITE INSPECTION BY ENVIRONMENTAL ENGINEER TO OBTf,IN A I °i Io• . lo'
1 ~ 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES A I o r ~ 6o I `0O I 3" DIAM. DRAINS f0 MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. ' I a I I s" ABOVE FLOW LINE 8' 1 - ~1
O k X AND PROTECT INLETS WfiH BLOCK AND GRAVEL INLET CONTROLS, 1 } I 12°
g Q 5, INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLI SEDIMENiTRAPS OR OTHER APPROVED MEASURES AS OVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, - - - ~ - - s I ~ - - - N 1'-6" SECTION - `A-A"
BUILDING, ETC. J UGHi UP TO FINISHED GRADE WffH VEGETATION PAVING, DITCH cDNSr. Jr. I s°
0 6 6, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISf 0 Oj' LININGS, ETC, SEED AND MULCH DENUDED AREAS WIT )ENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY B 3'-0"
X ~ PHASE OF CONSTRUCTION. Q k ELEVATION SECTION BB
t, V 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS A `r~ FOR INSPECTION BY THE ENVIRONMENTAL ENGINEER. ~P E AND ALL AREAS ARE STABILIZED COMPLETELY, CALL . MENTAL ENGINEER,
5 _J 8. IF Sf1E IS APPROVED, REMOVE TEMPORARY DNERSION MPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND
~ / SEED OUT OR STABILIZE ANY BARE AREAS. ALL REMAI AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, 2'-, ~/1s" a' - s'=-.I 1a^
r SUCH AS VELOCfTY DISSIPATORS, SHOULD NOW BE IN'. ~ Q SHOULD NOW BE INSTALLED, „ s/1s^
Q I , 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL. f I l a MENTAL ENGINEER OBTAIN A CERTI I 22 'v . :STABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ENVIRON- I i flLL FACE - u OBTAIN A CERTIFlCATE OF COMPLETION. I 50'-0
I~ O I ~ I ~ I r ~ , I i ~I r I ~ 10. SEDIMENT BASINS MAYBE REMOVED ONLY WfTH AUTH I ~ I I ~ Ricrfr-DE-war ED ONLY WfTH AUTHORIZATION OF WAKE COUNTY ENVIRONMENTAL I I I I I I
I I I 'Q'I r ~ ~ ENGINEER. I I , , C/L , , , r. 8 -0' t 0 -0" 70 -0" 6 -0" 6 -0"
I W 29 I ~ v~ r G r ~ I ~r- I SHOULDER PAVfMEM SHOULDER DITCH
OI ~i W r , I I I J q I I I (J I
<I , I ~ r l 1*L I , ~ ~ r I , I b ,/O I I ~ I `6•, '4 ~ 4' - 3"~ 4' - 3" i " D.08 0,02 0.02 0.08
~ I ~ ~ I r SEEDBED PREPARATION I - I s
~ ~ / rr I i ~ ~ / r I 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL E SOIL 9' T, 4' I I I 3''1 s„ADC SPREAD TOPSOIL THREE INCHES DEEP OVER ROVERS / I I ~ ~ s' o,_e
~ ~ i , r CONDITIONS, IF AVAILABLE, OI , A / I , 2'-7 I/1" , 1-1~2" SF 9.5A
, ~ I ' ~ - ~ - ' ~ 2. RIP THE ENTIRE AREA TO 51X INCHES DEEP, - - - ~ ~ CHES DEEP, PLAN SECTION AA ABc TYPICAL STREET SECTION
ROCK CHECK D ~ ~ I I n - - _ _ _ _ _ _ i r ~ ~ DRAINAGE AREA = 0.10 ACRE r 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OB TS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY HEADWALL DETAIL NTS ~ )
S 72 40 00 W 239.63' ~ ~ SMOOTH AND 0
~ I ~ X ~ I ~ u \ 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPEI ' I n ~ , ~ SOIL (SEE "MIXTURE"). TILIZER AND SUPERPHOSPHATE UNIFORMLY ANO MIX WITH '3
60 LF - 18" RCP ®0.5 q ~ _ ~ , WIDTH ~
DRAINAGE AREA = 0.5 ACRE ~ I i / *._r--~ C`~~ \ NTI U TILLAGE UNTIL AWELL-PULVERIZED FIR -P VERIZED FIRM REASONABLY UNIFORM SEEDBED IS I I UL , r I (SEE 'IAN)
Q f0 = f.4 CFS I r / ~ p` ~ ~ ~ PREPARED FOUR TO SIX INCHES DEEP. _ T/ ,c , D 25 _ 1.7 CFS I T DEEP. NOTE: GEOTEXTILE SOCK TO BE PLACED OVER RISER. CAP 70P OF PIPE WITH B" PVC 1'-B" FREEBOARD TOP OF BERM OR 8" PPC RISER WITH SLOTS. (MINIMUM) ~ I
- I ~ \ EDBED AND CO Q f DO - 2.0 CFS I Ir I j~ S OM BASIN 4 ~ ~ ~ 6. SEED ON :4 FRESHLY PREPARED SE - CUT ~ OR CULTIPACK AFTER SEEDING. SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT I I WA R 5'-0" MIN, I I I ~ TOP ELEVATION OF STORM TE i I a
HW/d - 0.5 I I ~ \ ~ I ' I I \ HW = 0.75 FT. I r J L~J (SEE SHEET 4) I I
\ rr 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR I ! \ \ TIE TD EXISTING PAVEMENT & DITCHES )ING AND ANCHOR MULCH. 1' FLOOD SORAGE ZONE TARP 70' I
I I I , 8, INSPECT ALL SEEDED AREAS AND MAKE NECESSAR 10' I I R=25' D MAKE NECESSARY REPAIRS OR RESEEOINGS WITHIN THE t
I I I ~ ~ \ PLANTING SEASON, IF POSSIBLE. IF STAND SHOULL ' 30 I I I I FOLLOWING THE ORIGINAL LIME, FERTILIZER AND 51 , IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTALISH EMBED tB^ ~ i (nP') sICHT TRIANGLE FERTILIZER AND SEEDING RATES, 3' SEDIMENT STORAGE ZON 30' MINIMUM (TYPICAL)
31 ~
r I ~ I ' ~ r ~ ~~if` NGINERRS ON MALI r , r t~ 9. CONSULT EFS ENVIRONMENTAL E ~ C AFTER PERMANENT COVER IS ESTABLISHED, ~ f ~ ti :NGINERRS ON MAINTENANCE TREATMENT AND FERTIIJZATION PVC (NO SLO S) R I R R-~, I R-~, iTABLISHED, 1.5' MAxIMUM I
~iJ, ~ O SEDIMENT DEPTH EXTEND TARP TO TOE OF BACK SLOPE.
CUSTOM 6ASIN 10 r "MIXTURE" / ~ 2 EDGE OF PAVEMENT ~ EDGE OF PAVEMENT
r A = 0 26 C r ~-fi C ~ ~ AGRICULTURAL LIMESTONE: 2 TONS/ACRE DRAINAGE ARE - . A Rf ~ ys ~ /y, FERTILIZER. 1,000 LBS,/At 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) _ _ ~5 WASHED STONE FILTER 1---------------------------- 1,000 LBS,/ACRE - 10-10-10 SEE NOTE 1 TO TOP OF SLOTS. IXISTING ROADWAY
RED'D. STORAG - 468 CF ~ iZ A SUPERPHOSPHATE: 500 LBS./ACT (9 W X 18'L X 4'DEEP) r V ~ ~ by ~ MULCH: 2 TONS ACRI 500 LBS./ACRE - 20% ANALYSIS EDGE OF PAVEMENT
2 TONS/ ACRE -SMALL GRAIN STRAW SECTION THRU BASIN AND FILTER TYPICAL CONNECTION TO EXISTING ROAD (OR COLLECTOR ROAD) ASPHALT EMULSION AT 300 GALS/ACRE -
O, ~ ANCHOR: ASPHALT EMU ~ ~ ~
r~ ~ ~ rQ SEDIMENT PR TOP OF DAM VARIES 6'-0" 8'-0" 5'-0"
Q 4'
DITCH LININGS r ~ SEEDING SCHEDULE DITCH AND BURY TARP ~ !p 4' PAVEMENT SHOULDER TARP PROTECTION ~ EDGE, (12" MINIMUM) 4'
r G = GRASS 10' WEIR ip 5
J = JUTE FOR SHOULDERS. SIDE DITCHES, SLOPES (MA' LATCHES SLOPES M47L 3;t (MINIMUM) I kQ~ I NOTE: -
N = NORTH AMERICAN GREEN DATE TYPE PLAN7ING RATE 1) DRAW DOWN RISER SHALL BE B" SCH 40 PVC WITH CLEAN-OUT BAFFLE (TYP.) -0.02 -0.02 +0,08 +0,16 ~ CAPS AND SLOTS. SLOTS SHALL BE PLACED 1/9" WIDE, 1" ON
C 125 (OR EQUIVALENT) AuG. ts_ NOV, t rAU. FESCUE CRD. FILE: E801252 ND'V. , YAR. , TALL FESCUE ~ ABRUZn RYE ZZI ~ ~ CENTER RADVIL AROUND PIPE. VERTICAL SAW CUTS 24" LONG. lip~~ PQQ 'O.Og \
„ _ , SCRN, FILE: EB01256 ,`~"`~R, is -~°JUN.'~o H~ ~YDN eERYUD~cRAS>; ~ ACRE 2) THE TARP USED TD PROTECT THE WEIR SHALL BE THE WIDTH ~ Q IB ~ ~ ~ 8" PVC W/ SLOTS _
SCA L G : 1 - 5O _ JU. 1 -AUG. 15 TALL F6CUE NID BRDMNfOP YILLEf OR 9081 DATE: 08 f 0-2004 yWNfOP YILLEr OR SORGHUM-SUDAN HYBRIDS u~ 125 ACRE (TALI FESCUE) SPECIFlED. THE LENGTH OF THE TARP SHALL BD ACCORDING III ~ Op ~T) TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE USED, THEN I 5,_D.. 2,$
REV.: 05-27-2005 30 LBS./ACRE ~SORCHIM-SUOAFI TARPS SHALL BE LAPPED AT LEAST 12". THE UPSTREAM TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE C!)STOM BASIN
FOR SHOI!<.DERS, SDE DRCHES, SLOPES (3: 50 MIL HEAW DUTY SILVER TARPAULINS FOR U V. RESISTANCE. DRCHES, SLOPES ($I TO 2T1)
F+c ~ DRIVEWAY TURNOUT GRADES
DATE TYPE YAR. 1 -JUN 1 SERICEA LESFfDEZA (SCARIFED) AND USE THI ;SCAPoFED) AND USE THE FOLLOWING COMBINATIONS 50 LB9/ACRE (SEPoCEA LESPDEIA)
WIR. 1 -APR. 15 ADD TALL FESCUE W1R. 1 -JUN 3" OR ADD WEEPING LOVE GRASS 12o LBS/ACAE E GRASS 10 LBS/ACRE
YAR 1 -JUN 30 OR ADD HULLED COMMON BERMUDAGRASS JUN. 1 - SEP. 1 TALL FESCUE AND BROWNTOP MILLET OR SORI LION BERMUDAGRASS 25 I.RS/ACRE DWNTOP MILLET OR SORGHUM-SUDAN HYBRIDS +r~ 125 LEIS./ACRE (TALL FESCUE)
35 LBS./ACRE BROWNTOP MILLET) 30 LAS,/ACRE ('SORGHUM-SUDAN ~
SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFl HYBRIDS TEMPORARY DIVERSION BERM DITCH 'UNHULLED - UNSCARIFlED MID TALL FESCUE 70 LBS/ACRE (SERICEA LESPIDEZA~
~ NOV. 1 - YAA. ; AND ABRUZZI RYE ' ) 120 L85 ACRE (TALL FESCUE) TOP ELEUAl10N OF STORMWATER ,~2 ~ 25LBS/ACRE
~ ~ . 5 WASHED r MA.Y. A MACMNE COMPACTION OF ALL FAL IS REOUAIED. DNEA510NS SUFFICIENT TO DIRECT y ALL SEDM1ENTiADEN STOAMWATEA NlTO A SEDIMENT CONTROL DEVICE MUST BE f'y/Sr//t/G STONE ~ 1 W MSTAl1ED PRR1A TO gfARMO AND GRUBBING OF THE AREA (OR IN CONJUNCTN)II
200' VERTICAL CURVE ~i M 130 VERTICAL CURVE CONSULT EFS ENVIRONMENTAL ENCrrEEa FOA CONCERNING OTHER ALT7 ~ ~ VEGETATION RATES ARE THOSE YMR:H DO YIELL UNDER LOCAL CONDRII CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED AREAS. THE ABOVE SCOPE' ¢ WITFI THIS OPERATION IF SEDMENT CONTROLS AND DIVERSIONS AAE INSTALLED AS L UNDER LOLL CONDR10R15; OTHER SEEDNIG RATE COMBINAIN)NS ARE POSSIBLE > EAQi CRITICAL PgNT IS REACHED).
~ PVI STA = 1 +40 N Dp PVI STA = 3+50 „ NOTE: HEIGHT & WIDTH DETERMINED B. gYERSIONS SHOLLD BE LOCATED TO MINIMRE DAMAGES BY CONSTRUCTION RAA SEASON FOR DESIRED PERMANENT VEGEFATKk1. DO NOT ALLOM' TEMPORARY COVER TO 8Y EXISTING TOPOGRAPHY AND (,RIP-RAP OPERATIONS.
~ h ELEV - 288.77 II N ELEV = 278.06 ~ TEMPORARY: RESEED ACCOR0111G TO ovnYUM SEASON FOR DESIRI GO K = 28.5 ~ I I K = 31.7 ~ atDw aYER i2" IN HEIGHT BEFORE YOYANG, oTHERwISE FESCUE YAY RHERWISE FESCUE MAY BE SHADED our. SEDIMENT STORAGE REQUIRED. vAR~ES C. DIVERSIONS SHOLLD BE SEEDED AHD MuCHED IF THEY AAE TO REMAIN IN PLACE OVER 30 DAYS.
~ ~ 00 rn ~ N KEY R!P-RAP INTO THE DAM CIDC 1 /IL'lei D, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REOAADIFSS. REPAIR AS
II N M TOR STABJLlZARON. J L V CSI NECessAAY.
DESIGN OF SPILLWAYS
- - - - - - - - ~ LEVEL SPREADER Material Variable uAR~ES t - naTURU cROUwD oR FuER cur sLOPEs stapled DRAINAGE AREA WEIR LENGTH
295.0 - - - - - - 295.0 ,,...Transition to ;;:Transition to in place s°- ' , (ACRES) (FEET) ~ MIN MiN ~ c`"R 0 % grade o A
- - - - - - 0 % grade ~ Vegetated _ 6" /I' ' ° ° ° urW~ I 1 4.0 SLOPES ~ 0'A i 1~ - A ° - - W i'°'~' °•~`4-d~° ° KEYED RIP-RAP zn MwcITYP) I • h - - rmn. =IIII- 2 6.0 ' M~~ -Stabilized =III' .IIII=1ul_ _ - ~ ~e`< ~ ! • •
~ - - - - - diversion _ Stabilized - - - - - 290.0 ~I Y slo e 290.0 COMPACTED slope =101.IIII=IIII=IIII_IP .IIII. -II(I-I(I > T•'0 • ~'SWASHED 3 Ef.O Level lip IIII_ I' - _ =III =1 I1= ,e°~ sroNE 4 10.0
- ~ 1+ ~ P ~ of s reader -IIII_III~ _IIII-IIII- I- I ~ _ p -BERM- -BERMiDITCH- -DITCH- , 5 12.0
- - _ _ - J - - - - ~ - - Stable 1 Y4Y~"~ I1 V ~ Buried FRONT V/EW 1) DIMENSIONS SHOWN ARE MINIMUM
~ ~ - - J~ - undisturbed f, Y M A x`./11 J 285.0 - q,`--- - _ 285.0 ~ , ~ Y 6" min. CROSS SECTION NOTES• SEED AND M0.CH DNEAS ON. TRIDENOT TO IXCEEDRS N(HG YELOCITESCAS0.T).' MUST EMPTY INTO AN APPROVED SLOPE GRAIN. BEAMiDRCH IS MOST COMMONLY USED.
- - _ - - - - i~ k outlet - ~ -w - - ROCK CHECK DAM MINMLM DA • 5 ACRE WRHOUT SUPPORTING CALCS.. DIVERSIONS AT THE i0P 20 feet of the diversion channel should provide 0 smooth
W- -Q GRADE -The grade of the last 20 feet of the div ---9- -z - - 280.0 280,Q ~D - - - transition from channel grade to level spr grade to level spreader. The grade of the spreader should be 0%.
- _ _ SPREADER LIP -Construct the level lip on undistl evel lip on undisturbed soil to uniform height anj zero grade over
- - - the length of the spreader. Protect it with er. Protect it with an erosion-resistant material, such as fiber-
- - - - - 27Jr, 0 glass matting, to prevent erosion and allc 275.0 _ t erosion and allow vegetation to become established. ENDWALL DETAIL NOT TO SCALE)
...I - OUTLET AREA -The outlet disposal area must he he enerall smooth and well-veoetoted wuth a ~ ~ e' MAX sal area must g y ~ 2 - ,T6 BRAS ~ VARIABLE AS DIRECTED BY TEIE ENGINEER 12'-10" LONG
- - - - maximum slope of 10 270.0 - - - - - - - - 270.0 N, \
CONSTRUCTION SPECIFICATIONS: 3" 1 / OHS: ~ ~ 1 n MIN.
~ N ~ !f M ~0 h ~ O LD 1) The matting should be a minimum of h feet w imum of h feet wide extendin 6 inches over thF, lip and buried 1 ~S. g MIN, to oa 12 1~2 GA
O O M ~ ~h ~ ~ co O 6 inches deep in vertical trench an the lower 1ch on the lower ed e. the u er ed a should butt against s 12"I~ R=50' I LINE NiRE3 NTERMEDUITE 9 PP g 13' - 4" ~ WIRES urely held in place with closely spaced heavy duty wire staples DOWEL
(0 I~ ~ LO ~ M O 00 ~ ~ smoothly cut sod and be securely held in plac Op Op 00 00 00 00 00 ~ ~ ~ at least 12 inches long. I oAADE PLAN
N N N N N N N N N N 2) Ensure that the spreader lip is level for unifor is level for uniform spreading of storrn runoff. i3' - 4" 9~~
_ 3° _ 4" 1-1/2:1 on undisturbed soil (NOT ON FILL). 6' 8 2 ~s BARS SLDpE
+ ~'f'00 2+00 3+00 4+00 3) Construct the level spreader on undisturbed sc 0 00 4) Construct a 20-foot transition section from tl iy~ FRONT VIEW In section from the diversion channel to blend smoothly to the - " r ~ 5' R~
width and depth of the spreader. Eder. I I + ~ ~ R~2 ~ 3s, ~1[AMIC
5) Disperse runoff from the spreader across a p 3 ~ 'D Pl l ~i~ TmIa PANIC ender across a properly stabilized slope not to e cee ~ 10"
Make sure the slope is sufficiently smooth to iently smooth to keep flow from concentrating, aPnoNAL ~4 DOWELS CONSTRUCTION JCINr 3'-1" , "~~aKT~ N'"~
6) Immedicltely after its construction, appropriate ® 12" OC I P~lNI1, UI[ M Oi ction, appropriately seed and mulch the entire disturbed area of 15' 20 ,,,,m,~
the spreader. ELEVATION END ELEVATION ~r
+ = ELEV, 30' LEFT OF C/L I 50' ~'R`~ I~~
x = ELEV, 30' RIGHT OF C L MAINTENANCE: / I R/W
- EXISTING C L PROFILE Inspect level spreaders after every rainfall until ve - / needed repairs. After the area has been stabilize) ~ry rainfall until vegetation is established, and promptly make I I as been stabilized, make periodic inspections and keep vegetation _ _ SIDE VIEW
= PROPOSED C/L PROFILE in a healthy, vigorous condition. TYPICAL CUL DE SAC
~P~ R,a~
C/L U~~~IV<' p0~
r~ , I 35' ~ HOR/Z. SCALE: 1 = 50 - - 35' 6' S' 4' le a.
.1 I e" suxx smN¢ MrvIMUN) VJy
„ _ , I ~ r ~ VERr. SCALE: 1 - 10 I 1-1~2" 5F 9.5A ~ 8" GRAVEL
Ael f ~ I S7nPF dC Arnrnocn 8° GRq~/EL-
IILWVII{LU p TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 0, A. NCDOT SURGE STOW SHALL BE USED. PAD TO BE 50' L K BO' W R B" D (MINIMUM)
R. TOBRING RADIUS SUF ENT TO ACCOMMODATE LARGE TRUCKS M TO BE PROVIDED, J VO T/ C. NTRANCES SHOULD BE LOCATED TO PROVIDE FOR MWNUM UTILITY BY ALCONBTAUCTUN VEHICLE&
_ TERRAIN MAX. SLOPE 5 A. MUST BE MAINTNNED N A COMMON WHICH WILL PREVENT TRUCKING OR DIRECT FLPM OF MVO ONTO STREETS. PERIODIC TOP DRESSING WAY BE NECESSARY.
LEVEL 2:1 ROLLING 2:1 CRO` CROSS-SECTION E. ETEMPOAAAY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY. 131 DETAILS Sheet of 6
Professional Land Surveyors P.O. Box 892, Zebulon N.C. 27597 Phone [phone] HILLY 1-112:1 THRU THRU CUL-DE-SAC
~ S^

1
~ o
~D n ~ ti kx
~ ~
9 I x 32 ~
~ y g ~ 33 ~
X D 1' I I~ I ~ ~
1 ~i ~ W~ ~ ~ ~ k I ~ ~ CUSTOM BASIN # 9
Q V I ~ ~ ~P ~ ~ DRAINAGE AREA = 0.3 ACRE
~ cn 38 x ~ I ' ~ ' Q REO'D. STORAGE = 540 CF p ~ I
a , i / I (10'W X 20'L X 4'DEEP I ~ } ~ i I
~P ~ ~ STOM BASIN 7 CU o~ ~ ' O ~ \ BEGIN JUTE ~ STA ~
i DRAINAGE AREA = 0.83 ACRES i 1 ~ ~ ~ 6t00 EA. SIDE ~
17 ~ ~ RED'D. STORAGE - 1494 CF I G ( } 18 ~ I I ~I ~ I ~ ~
1 1 ~ b 16'W X 32'1 X 4'DEEP ~ ~ ~ ~ ~ 1 ~ i WI i ~ i ~ ~ I 'o
' ~ i O~ ~ 1 ~ ,4
,<1 ~ ~ ~ ~ G ' ~ ~ - ~ b
1 ~ ~1 ~ i W ~ 1 i ~I ~ ~ ~ ~ ~
701 ~ ~ `C - - ~ ,
,O ~ ~ ~ ~ ~5 ~ ~ ROCK CHECK DAM5 ~
7` 1 ~ ~ ~ Z TIE TO EXISTING PAVEMENT & DITCHES ~ i DRAINAGE AREA = 0,07 ACRE ~ ' ~ ~
~ ~ ~ - 7a N'' I ~
/ /
m N 7g °2 _ ~ ~ ' I ~ 06„w ~
1 149•Z2' £X/STj y IJ ~ 60 R ~ + G ~ , ~ ~ ~ ~ , T1E TO EXISTJNG PAVEMENT & DITCHES s G i' ~ / \ ~ SSA ~ i
~ ~ ~ _ I ~ it q~1 ~182.b9 i I \ A ~ ~
I / ---L,, lST/NG x S 88 29 05 W 175 \ ~ \ \ ~ / \ t`,r
~ _G ~ ~ I ~ ~ SST,
G ~ 34 ~ T,
XIST x G ~ 60 R r , ~ ~ I ~ CUSTOM BASIN # 8 ~ Sp
I ~ I , I W - -i I ~ I -o FX yql i I ~ ~ DRAINAGE AREA = 1,4 ACRE5 i /S~/ l
' I ~ I I ~ ~ I ~ I ~ y ~ ~ SILT FENCE I , ~ C> REQ'D. STORAGE = 1520 CF ~ tip'
' I ~ I 'D yi ' I i I (21'W X 42'L X 4'DEEP} ~ SD'
~ ~ ~ ROCK CHECK DAM ' ~ ~ ' l I ~ ~ , ~ R 'I N ~ ~ ~ I ~
' ~ r DRAINAGE AREA = 0, 08 ACRES } Oi 1 ~ ~ i ~a ~ i I ~ ~
' l ~ l O ' I I ~ ~ ~ I k , ' Oo
I~ N o ~ 15 16 ~ N 15 I w ' I o ' I ~ o
~i I I , OUT PARCEL c~,
39 ' ~ ~ EXISTING WELL SITE
~ CURVE RADIUS LENGTH CHORD CN.BI ~ ' ?D CH. BEARING ~ '
C-7 470.24' 225.57' 223.42' S 74°- ~2' S 74°44'32"W
C-8 246.12' 231.32' 222.90' S 87°: a0' S 87°55'30"W p
~Op
~ ~F4'T y
DITCH LININGS NF
G = GRASS
_ DITCH LININGS J - JUTf
N = NORTH AMERICAN GREEN G = GRASS
C 125 (OR EQUIVALENT) J = JUTE CRD. FILE: EB01252
„ _ , N = NORTH AMERICAN GREEN SCALE. 1 - 50 R1CAN GREEN SCRN. FILE: EB01255
C 125 (OR EQUIVALENT) EQUIVALENT) _ ~ SCALE. 1 50 DATE: 08-10-2004
REV.: 05-27-2005
100' VERTICAL CURVE 100' VERTICAL CURVE
80' VERT. CURVE 160' VERTICAL CURVE + PVI STA = 3+00 PVI STA=- 6+00
PV! STA = 1 + 10 M PV! STA = 1 +00 ELEV = 241.05 ^ N ELEV. = 299.65 0°0 ELEV = 295.25 ELEV = 280.55
K= 64.0 ^ + ~ K = 33.0 + ~ K=37.0 K=51.5
h~ ~N M N
- - - Q - - - - - - +I--- - ~I--- -
- - I- - - - - - - - - - or - - - - - - ~ - _ - _ _ _ _ _ 305.0
- --9 ~ - ~ - - 255.0 305.0 - - - ~ 255.0
_ Q _ _ 250.0 - - - - - 250.0 300.0 - - - - - - - - _ _ _ _ - _ _ _ 300.0
- - - - - - - 2~a - - - --Q. - - - - - 2~a-~ - - - _ _ _ - - - - - - - - - 295.0
- - - - - - 295.0 - - - - - 245.0 - 245.0
- 290.0 - - - - _ _ _ 290.0
240, 0 ; - - - 240.0
- - - - - _ 285.0 -
235.0 - - - - - 235.0 _ _ ~ _ _ _ 285.0 °
J - - - - - - - - - - - - - - - - - - - - - - - - -----ice - - - - - _ _ _ _ _ _ _ _ _ _ _ _ 280.0
i- - - - 230.0 280.0 - - - - - 230.0 - - - - - - E---- - - - - - - - - - - -
_ :F--=== - - - 225.0 - - - - - - - - 225.0 275.0 -o - - - - - - - - - _ - - 275.0 J -
- - - - - - - - - ~--1
- - - - - - - - - - - - - - - 270.0
_ _ _ 20.0 270.0 _ _ - 220.0 - 2
o~ ~ O o~ ~ ^ M h
~ d' Q ~ ~ ~ ~
p f~ op op ap ~ ~ ~t M o~ o~ o~ o~ ~ o~ ~ rt N O ~ h M O ~i ~ rn rn rn rn ro ~o a0 ~o ^ ~ ~ ~
~ ~ ~ ~ N N N N N N N N N N N N N N N N N N N N N N
o+oo r+oo 2+00 0+00 ~+o0 2+00 D 3+00 4+DO 5+00 6+OQ 7+00 8+00
+ = ELEV. 30' LEFT OF C/L x = ELEV. 30' RIGHT OF C/L
= EXISTING C/L PROFILE
= PR01'OSED C/L PROFILE
+ = ELEV. 30' LEFT OF C/L
x = ELEV. 30' RIGHT OF C/L
= EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
r 1

P • A • HUM/L. SC.ALt: I'' _ )V"
HORIZ. SCALE: 1 = 50 t WILLIAMS - PEARCE & ASSOC., P. VERr. SCALE: 1 10'
VERT. SCALE: 1 10'
Zebulon, N.C. 27597 Phone [phone] Sheet 5 of 6
Professional Land Surveyors P.O. Bog 892, Zebulon
a~

/ _ _ _ _ \
s9
~s Qs
MAGNETIC NORTH
~ SITE
OB 6075 PG 52
SR 2510
THOMAS M. WILLIAMSON
DB 6075 PG 52
S 99.98 RESIDUAL ACRES
~ c'g o
NOTE: THERE IS A 20' BUILDING SETBACK VICINITY MAP ON EITHER SIDE OF A DRAINAGEWAY BUFFER. S, ti D
THOMAS M. W1LLIAMSON 0 oNN
BOM 1986 PAGE 1254 h F~ . s8 ~o , ~ s
` 757a ~ ' C ~ CLEARED LAND ~ ~ Ao
~ o ~ r ~ r ~ ~ 100 RIPARIAN BUFFER o N ~ ^ 235,
5 ADDITIONAL R W ~ ~ S 01 30 26 E 2960.21 21 ~ ~ ~ . ~ 160' 140' ~ ! 10' 60' ~~I 10 fr\ i`
~ z I Q' 1 % 1 D''' . •~1 4' ~ 335' - - 280_ _ , p' ; ~5' 1'00' ; I I CJ' 125' ; ' I 155 , 140' ~ 2 6~" I I , - ~S ~ , 125' 160'! ; ,x'180, , T ~ ~ ~Q~,,,
N ~ ? • ~ ~ WELL SITE i ~ ' . 0 ? , A f ~ f1 . - ~ 9 .
N~i~ J•i , 1 q o , ~ ,1- 1, 2~ ~ O
.I ~ 1.1 Ai ~ Vii M ~ ~ ~ A 2!1 ' Tt~` ~ ~
I.O A. N ~ I. l A.1 p N A ~ ~ 0~ 9~ N O n l.o ~ cr ; ~ ~ I. f Aj 1 250' , ~A f~ ~ ao
~ , 1.0 A. w • ~ ~ ~ 130' - ~ \ 4 , •Y'' 11.0 A~ I.0 A. 2 /2Q~ , , ti,' m (p
ti \ ~ ~ , C ~ ~ ~ I.a A. `O a i 9 ~ ~ ; ~ ~ ~ 1 a ~ 4 aDat~;~ C Fq'` ~~i i 1.2 ~ AI
o' ~ ~z5' 1 ~ . 2°; ~ ~u m ~ 2a x' : , r o i 2 • 50' ' ~ elf Q
f~ ! ,1 0 I~ i ~ , NOSE: TirERE IS A 10'X 70' SIGHT 'X7 J/g.; `,M , ,
TRWVp.E ON EfTFIER SIDE OF STREET 't r~ 115 ly' ~A~w N ~ 1,M I , pQ9i,IC '•"275, ~ w ~ ~ O p)
A, AS WELL AS A 20'X 20' SIGN \ Z ' //0. ~~4 A. ~'t ; ~ I ~ ; 0' 1 ~rn ,1 ,i 125' S EASEMENL ~ ro J95' /?0- 1 t ; ~ ' ' I 1 I~g' T A , yo - 2s5' o. ~ ~ 1 i lo' Z 22 ~ , Fs4' 26`, ~ O p, , N , ~~"i- n _ 50
ro g 15 ~ y ~ , i , , 5 g5' ~ m ro,~ , r ~ 5' 115'; ; 125, , t. ~ I , W, $Q , i + ~ , I8 1.4 A. ~ ~ cn
g • ~I R ~ ~ 170',, e , , / ' 1 I' W ' i Q Opp ; O O ~ ~ i `
m '44 so. ; ~5. , a ! 0' ~ 1,15' ~ 1 ~ W 36 I ~ ; ' 43'' so' zoo 0. ' , - - ~ m 1191,10 , ?35' ; ~5. N o" ~ 2 ; . 31 o~ p y, o~ p O ~ niq Lagos ~7' ~ ` w' v $'fR ~ (l.
, ~ z ~ , z L0 A. 42 15+ I w , n w ~ S .d a* u' 225 27 N W
rn N ~ .41 40 1 . z 3~' N . 8 1.3 ~ rn ~w N o,' 3a S / rn ,8 ';lsa'~ •c~0, 33 1.2A..• ~ - ~
o + to 1.1 A, h a ~ , 1 7 to ' ~ A g i N 1.1 A. M ;1.0 A. N I Q' ~ ' ~ J~ ` N\ I.1 A. ' (p1 NEATER .Cp h , -.t ;4i i.0 a ~ 1` . -N ' ~ I.0 A. Z A. h~ I I ~h ~ I° ~ to ~g s, , , ~ ti uTn T Es ; ~ ~ r ~ 1 ~ 8 l.o A,-
o ; , ~1;.. LIA.' o•,l.oa a ~ ~ l.l'A,, ! 6 ~ , Z A i~ ~ i~ i 1 ~ rL , i .I h~ ~0 ~ 80(ul 1998; ~h b~. 1.0 R '1 ~ IN a I.0 A. ,
~ rn ~ ~ 170' 210' %210' ~ j 200' .`28 ,1 ~ 1 310';` 19b;, 190 1~5' O 70' ~ JF 1 PA E 25 ; ` ' ~ 8 ' b' 1 5' ~ ~ 265''1 ~ ~ 14~ 140' ~ 1 290' 2~`' i
~ i , ' 24 ' 336.
O LOT I LOT 14 LOT 15 LOT I6 ~1 LOT 22 ~ y LOT 23 LOT 43 LOT 44 cor 44 nor 51 U nor 52 >.or 77 LOT 78 N 02°59'48"W
10' SCREENING BUFFER ~ Q ~ LOT 42 0 CLEARED LAND
N 01 21 58 W 2052.11 3 52.11 ~ ROBERT BOWERS
° N 01 °2 I '46 "W 926.33' DB 6285 PG 362 ~P
KINGS GRANT SUBDIVISION
PHASE I SECTION 1 1~
BOM 1986 PG 674 KINGS GRANT SUBDIVISION
PHASE 1 SECTION 3
BOM 1986 PG 676
BUFFERS W1I1 HAVE DEED RESTRICTIONS LIMITING DISTURBANCE
PROPERTY IS WOODED EXCEPT AS INDICATED CLEARED.
NO LOT SHALL ACCESS FROM MIAL PLANTATION ROAD.
There shall be no filling or the erection of permanent struc-
TOPOGRAPHICAL DATA TAKEN FROM WAKE COUNTY GIS. tures in the areas of Wake County Flood Hazard Soils or Federal
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE WAKE COUNTY Emergency Management Agency (FEMA) 100 year flood zones until a
SEDIMENTATION AND EROSION CONTROL ORDINANCE AND FLOOD HAZARD flood study is approved by Wake County andior FEMA.
REGULATIONS.
ALL ROADS SHALL BE PUBLIC IN ACCORDANCE WITH THE N.C. DEPARTMENT
OF TRANSPORTATION STANDARDS FOR PUBLIC ROADS.
Before acquiring a building permit for lots marked by an
SEWER UTILITIES SHALL BE INDIVIDUAL SYSTEMS. WATER SHALL BE {asterisk) the builder may need to obtain a Flood Hazard Area Use
SUPPLIED BY A CENTRAL WELL, Permit from Wake County Environmental Services. The builder's
FL000 HAZARD SOILS BY WAKE COUNTY GIS. engineer, architect andior surveyor (as appropriate) must certify that all flood hazard requirements are met.
TOTAL ACRES: 62 LINEAR FEET OF NEW STREET: 5175
NEW STREET ACRES: 6.07
ACRES IN MIAL PLANTATION ROAD RIGHT-OF-WAY: 0.51
ACRES IN LOTS: 55.42
TOTAL LOTS: 44
AVERAGE LOT SIZE: 1,26 ACRES
MINIMUM LOT SIZE: 1.0 ACRE
MAXIMUM IMPERVIOUS COVERAGE WITHOUT STORMWATER MANAGEMENT: !5/
IMPERVIOUS AREA OF ROADWAY: 2.07 ACRES
LOTS WILL 8E LIMITED TO 7082 SFiLOT
CALCULATIONS:
NET ACRES IN TRACT = 61.49 61.49 X f 5x = 9.224
9.224 - 2.07 (IMPERVIOUS IN ROADWAY) 7.154 ACRES
7.154 i 44 LOTS = 0.16259 AC.iLOT
O. ! 6259 X 43560 = 7082 SFi LOT
OWNER; KIRBY MARSHBURN SHBURN BUILDERS
6901 LAKE MYRA ROAD WENDEI WENDELL, N. C. 27591
SETBACKS:
FRONT - 30'
SIDE - 10'
REAR - 30'
MINIMUM WIDTH - 95'
PIN: 1762.03-10-7212
ZONED: R-30
200 0 200 400 400 600 FILE: CTP2793 CTP2996
- SCALE: I " = 200'
DATE: 09-15-2004
GRAPHIC SCALE -FEET
7597 Phone [phone]
WILLIAMS - PEARCE & ASSOC., P.A. Professional Land Surveyors P.O. Bog 892, Zebulon, N.C. 27597 Sheet 1 of 6

Q G 'Ij
x ~ x D~
0 ~ x h ~
P 6 x ~ ~
_ 37 LF EXISTING i i ~ _ i ~Q
18 RCP ®1.7 9 I G 6 , Q 't ~ ~ i ~ , ~ Q , 6
5 ~ CUSTOM BASIN 1 y I ~ # 6 9'
~ i ~ RAIN AR A= G X I G 0 AGE E 0,06 AC Q G~ 6 x
~ I ' I REO'D STORAGE = 103 Cf ~ ~ D ~ (4WX8LXSD)
r I, ~P 5
b' ~ ~ - ~ TEMPORARY GRAVEL I. ~ Q ~ h
S ~ ~ EN I , CONSTRUCTION TRANCE ~ h ~ Q ~ ,
~ ~ :w:..~ 1 e,
D I ~ ' ~ ~ x N
Q
~Q hQ
~ ~
_ ~ D I i ~ 1
s I ~ ~
~ ~ Q
~ ' ~ I ~ ~ lq CUSTOM BAS1N ~ 5
i I M BASIN 2 ~ ~ ~ Op; ~ ~ CUSTO ~ ~ ~ N I ~ i \ ~ ~ ~ DRAINAGE AREA = 0,80 AC
~ I , I DRAINAGE AREA = 0.06 AC R£Q'D Sl'ORAGE = 1440 CF N
~ ~ i ( ~ REO D STORAGE - 103 CF CUSTOM BAS1N 3 % (15'w x 3o'L x s'D) ~
_ ~ DRAINAGE AREA = 0.54 AC
I ~ ~ REQ'D STORAGE = 981 CF 12'W X 24'L X 5'D ' ~ ~
~ C,? _ S O1 °15'00"W 304. ~ ; _ 00 _ ~ ~
, ~
3 ~ 1 1
~ ,.a.~,,.,.E ,i
~ h ,
~ , 3.05 - rn
~ s. - _ -14.7 f ~ 4.74 /
i ~ _ C-4 ~ / m
I i
cusroM aASiN 4 ; r ~ # , ,
A DRAINAGE AREA = 0.54 AC ~ ; . .''~3 ~ ~ ! {+1
RE 'D STORAGE = 98 CF ~ \ ~ Q ~ 1 ' c~ ~ ' ! "'1 (12WX24LX5D) gQ p~ + ~ 0 C~
CURVE RAOlUS LENGTH CHORD CH.BfARING ERO 0 SI N CDC ~ r a Q 1 Q' N FOR 0 l 0 PL N ~ < NCONRL A ~ to
C-1 514.82' 197, 54' i 96.33' S 08°25'27"W 1 ~ ~ o, I ~ Z
C-2 625.49' 198.32' 197.49' S 1 D°20'00"W h. ~ ~ I ~
C-3 446.58' 217,59' 215,44' S 15°12'30"W l ~ ~ ~ 10 ~
C-4 256.30' 209.50' 203.72' S 05°45'00"W ~ ~ ~ ~ 110 5{'f ~ ! y
2 Q°'~ ~ Q . =f I ~ LAND DISTURBANCE ~ ~ dWs~ v
ARK CR M S P I 1 ~K CR K 0 NS a S WI ! v
ZONE 1 - 6050 SF a I ~ I ~ ' !
WAKE ZONE 2 - 3080 SF I ~ ? WAKE CDUN1'Y cusroM BAS1N 6 ~ , I
SCALE: 1 " = 50' DRAINAGE AREA = 0.04 AC ' 1 ~ ~ PIPE DEPTH WILL BE INSTALLED - ~ Q ~ JO f ~ REQ'D STORAGE - 72 CF I V
0 NRH '~I RHvA 0 A > ACCORDING TD D,O.T. STANDARDS (3 W X 7 L X 5 0) Q
AS SHOWN ON PROFILEirt~ STS ko
S~AU- 8~ IkT A 1?1tatM?~M. O JOB FILE: EB01252 CTP2997
OF 12° StR~ $rD DATE: 08- t 0-2004 Fo TtG I.•IFE'~kSSA,Gg
150' VERTICAL CURVE > 100 VERTICA4 CURV 200 VERTICA 200' VERTICAL CURVE 250' VtRTlCAL CURVE 250' VERTICAL CURVE
~ VP! STA = 1 +50 ~ VPI STA = 5+50 VPl STA = VPl STA = $+00 VPl STA = 11 +50 VPl STA = 7 4+50
ELEV = 277.00 N ELEV = 268.00 ELEV = 2 ELEV = 266.50 ELEV = 244.00 ELEV = 248.53
K=39.9 K=60,6 K=3~ ON NN K=34.3 K=31,5 K=33.4
- :38.~I~: - - 285.0 - - 285.0
280.0 =:_:T: :
- - --t 280.0
275.0 ~ ice: - - - --.._w. 275.0
270.0 - _ ~ - - r-----
_ - 270.0
i~w.rt ~
265.0 ----m' ~ - ~ 26.0
5
260.0 -.rt _ _ 260.0
255.0 = :
- 255.0
250,0 _ v:
- - 250.0
245.0 _ - _ - - - - 245.0
24 . • - 240.0
J - . ~ ..:2331-
235.0 . = = .fir = 235.0
230.0 a.o
o rn ~ o o h M o 0o h M ~ o o. o ~
o ~ ~ M ao ~ ~o ~ M N ~ N r\ ~ ~ ~ O ~ N n ~o ~ M ~ O h ^ O o~ O o0 ~o ~ ~ ~ co co N N
h h ~o ~ h ~i M N ~ O ai op ~ f\ ~ co ' ~ ~ ~ ~ ~ ~ ~ ~ co co ~ co ~ ~o co ~o h N CO cp O M O c0 ~o h h ~ n op
N N N N N N N N N N N N N N N N N ~0 O ~0 h h h V' ~ ~ tl. ~ N N N N N N N N N N ~
N N N
O+DO 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+~ 8+00 9+00 f0+00 11+DO 12+00
13+00 14+DD
+ =ELEV, 30' LEFT OF C/L
X =ELEV. 30' RIGHT OF C/L
=EXISTING C/L PROFILE
=PROPOSED C/L PROFILE
VERT. SCALE: 11#1f = lo-,
Lirv WILLIAMS PEARCE & ASSOC., P.A. Professional Land Surveyors P.O. Box 892, Zebulon, N.C. 27597 Phone [phone]
Sheet 2 of 6

CURVE RADIUS LENGTH CHORD CN.BEARING ~O
x >
C-10 432.71 234.12 231.27 S 20°30 00 E Q
mi ~ ~
N~ G
0 q 'h P x ~
0 X CURVE RADIUS LENGTH CHORD CN.BEARING ti ii i~ p
0 i
C-6 737.52' 878.79' 827,72' S 30°38'06"E ~l 0 ~ 0 J ~ x G j
~ N ~ ~ p / ~ j
'DR' A ~ P /
~ ~ ~ ~ /
X ~i z~ ~ ~ ~ / /
N ,Z
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N ~ N~ ~ , ~ ~ i
~ I ~ ~ ~
~ ~ ~ , 1 1 1 ~
~ ~ ~ / ~ ~ i ~ ~ I
v~ ~ .o ti / ~
~ ? G ~ ,13 <
t ` , ~v6p, k ~
' ~ S 5° "E 130. 0' ~ 0 00 00
4~ ~
~ / P ,
~ ~ , / , ~ ~ i
i
~ ~ ~ ~ + i
_ V ` _ ~ _ ~J` ~ i ~
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~ / _ f ~ - C- ~ ICI . I ~ I ,
1 I~1
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r
~
V~ ~
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~ , ^J~ ~ ( Jl t1 ll it
V ~ 1 ~
SCALE: 1 " = 50'
SCALE: 1 " = 50' CRD. FILE: E801252
SCRN. FILE: E801254
DATE: 06-10-2004
150' VERTICAL CURVE 300' VERTICAL CURVE
N M VP! SlA = 32-h00 ~ M VPI S]'A = 35+50
~ ELEV _ 284.75 ~ ~ h K 30.9 ELEV - 266.00 NOS K=32.f
"y N M N
._.._..v. - - 295.0 295.0 295.0
290.0 - 290.0 290.0
85.0 285.0 . _ 285.0 2
285.0
280.0 - 280.0 280. D - - 280.0
ff~~: 275.0 275.0 ----~o 275.0
275.0 - - -
270.0 ~ - _ ~ 270.0 270.0 ~ ~--ii-.-. 270.0
~ ~ -a-.a--~--
- - - x..~ 265.0 265.0
2s5.0 - •x----.-. 265.0
- r~-----
x 2so. o - 260.0 260.0 260.0
255.0 :y:=: ~ 255.0
255.0 _ _ 255.0
--•-4
250.0 _ - 250.0 250.0 Z50.0
u~ o h o ~ o ~ o ~ ~ o~ ~ ~ h ~ ~ ~ ~ h N O ~ h N O ~0 an M O h N h ~ M m o of ~o M ~o M ~ M ~o M o O N O ~ h N O
O~ O d N M ki M N N N N
DO QO ~0 QO ~0 DO d0 DO QD ~0 ~ ~ ~ h ~ ~0 ~o N N DO ~0 DO ~0 ~0 00 DO DO
N N N N N N N N N N N N N N N N N N N N N N N N N
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+DO 0+00 1+00 2+00 3+00 4+00
+ = ELEV. 30' LEFT OF C/L
X = ELEV. 30' RIGHT OF C/L
+ = ELEV. 30' LEFT OF C/t = EXISTING C/L PROFILE
x = ELEV. 30' RIGHT OF C/L = PROPOSED C/L PROFILE
= EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
= 50' HORIZ. SCALE: lit = 50'
WILLIAMS - PEARCE & ASSOC., P.A. HOR/Z. SCALE: I It = so'
VERT. SCALE: lit = 10, Professional Land Surveyors P.O. Bog 892, Zebulon, N.C. 27597 Phone [phone]. VERT. SCALE: 110' 4 6 Sheet of

0 0 ~ ~ ~ 0 x
x 1 4 G ti x h
P qP ti 1 ' 't 6
5 P x 37 LF -EXISTING ~ i i 5 ~
18" RCP ®1.7 9' f ~ G i ~P
~ I Q 5 6 ARMOR INLET WITH ~ ~ I. Q ~
D-50 RIP/RAP ~ , I 'V ROCK CHECK DAM i G~. I i DRAINAGE AREA = 0.06 AC G 6 6
G x ~ ~ Q ~ 1 ~ 9' 6
~ I , ~ ' - 10' X 70' SIGHT TRIANGLE (TYPICAL) P r ~ , x
i b I~ / qP
I ~ TEMPORARY GRAVEL 5
' I ~ ` CONSTRUCTION ENTRANCE Q z ~ 80 LF DOUBLE PIPE CULVERT ~ 0.4 9'
~ ALUMINIZED STEEL U Q LTRA FLOW (TYPE 2)
2 PIPES - (72" & 48" DIAMETER) DRAINAGE AREA = 107.3 ACRES
z ,~4os c Q 25 = 249 CFS
~ I , 3b,00 ~ ' o Q 100 = 345 CFS
272" PIPE HEADWATER ELEV = 244.0
D I i~~~ ~ ~ Q i~? = 249 CFS 100-YR FLODD ELEV - 245.0 Hw/D = 1.12
~ ~ ~ ~ 7 ~ I G ~ 9°z~ ~ C Hw = 6.72 FT.
I i ~ SQ LEVEL SPREADER 48 PIPE
~ I ~ ~ ~ 7~~ 4 Q = 1.56 CFS 0 100 = 96 CFS (10'W X 20'L) I ~ Hw/D = 1.16
I , ROCK CHECK DAM ~ ~ ~ pp` ~ ~ BEGIN NAG C-1. N I , I ~ ~ ~ ~ ~ ~ STA. 7+50 (EA, BEGIN NAG C-125 ® 1 ~ ~ Hw = 4.64 FT. STA. 7+50 (EA, S1Df) 1 ~ 1 '
Ut i I DRAINAGE AREA = 0.06 AC ~ ~ ~ \ G ~ ~ LEVEL SPREADER
~o I I ~ ~ ~ G CUSTOM BASIN # 1--1 ~ X _ 1 ~ ~ Q - 1,56 CFS N
I , ~ ~ G ~ - _ DRAINAGE AREA = 0,54 AC 1 ~ ~ (10'W X 20'L) -t RE 'D STOR = 1 I D ^_e Q AGE 972 CF 1 ~ Q ~ / ~ /
RE-GRADE EXISTING DITCH IF NEEDED ~ _ - l~ (13 W X 26'L X 4'D) 1 ~ ~ ~ I
~ , C, TO ENSURE POSITIVE DRAINAGE AWAY _ S O1 °15'00"'W 304.00' ~ N ~ ~ I 1
- FROM INTERSECTION. - - _ _ - _ - G - coNSr. EsMr---1 ~ ~ CUSTOM \ 1 ' ~ ° 1 BASIN # 3 0
~G - o V o a I o;l _ ~ ~ ~ ! o a I I v w DRAINAGE AREA = 0.80 AC O
~ - ~__----s~______-~ ----s ~ \ ~ I I ~ ! REQ D STORAGE = 1440 CF \ I ~ 10 1 16'W X 32'L X'
~ c / ~ \ ~s of / N - ~
~ i~ ~ ~ F 0 Z
CURVE RADIUS LENGTH CHORD CH.BEARING
C-1 514.82' 197.54' 196.33' S 08°25'27"W ~ N a
C-2 625.49' 198.32' 197.49' S 10°20'00"W CUSTOM BASIN # 2 \ ~ r~ ~ SILT FENCE N 3 m
C-3 446.58' 217.59' 215.44' S 15 ° 12'30 "W DRAINAGE AREA = 0,54 A ~ ~ r ~s14•~ ~i - C 1 i A;J94.74' A ~ ~ REQ'D STORAGE - 972 CF 1 r r ~ r -i-
C-4 256.30' 209.50' 203.72' S 05°45'00"W (13'W X 26'L X 4'D) 14~ oti ~ R~ _ ' 7 i- R1
1~ s\ ~ __4-- o
I ~,T y ~ 1 ~ ~ CONCRETE HEADWALLS -1 ( ,,,x ~ _ GG ~
1~~ ~ I ` ~ Q c+1 20 PUBLIC ORA1N ESMT' ~ ~l ~ ~ l m
s rRE Er DES IGN AN D I1 ~ ~`1 ~ ~ ~ 1 Q -1
l~ JI ' ~ ~ ~ ~ I ~ J - LEVEL SPREADER 1J of I W
EROS/O NC ON rR0 L PLAN FOR 0 - 1.56 CFS 1 ~ ~l ~ ~ i
STABILIZATION REQUIREMENTS FOR ALL SLOPES: (ro'wx2oL) 1' ~l i ~ 0, Z~ ~
3:1 OR FLATTER -GRASS VELOCITY DISS/PATOR ; I ~ ~k
3:1 TO 2:1 - SHURBS & VINES (18'W X 48'L X 30" p 1 ~ I ~ ' ~ ~
2:1 TO f -1/2:1 -RIP-RAP MARKS CREEK r OWNSHIP CLASS ! RI o1 ~ I ~ ~ P/RAP) ^1 f , a l/ I/ 1 ~ I ~ Ivy k ~
STEEPER THAN 1-1/2;1 -RETAINING WALL DITCH LINING • S 1 I `~a ROCK CHECK DAM I ~ ,
G = GRASS WA KE DRAINAGE AREA = 0.04 AC I ~ I
CO UN Y J = JUTE i I ~ I
N = NORTH AMERICAN GREEN NoRr ~ 0
H CAROLI NA C 125 (OR EQUIVALENT) k
~O „ _ f , JOB FILE: E801252
SCALE. 1 - 5~,~ DATE: c - ^n cg r v ,~.Lv4
150' VERTICAL CURVE 100' VERTICAL CURVE
200 VERTICAL C r~ PVI STA = 1 +50 PVI STA = 5+50 = VERTICAL CURVE 250' VERTICAL CURVE 250 VERTICAL CURVE
PV! STA 8+ ELEV=277.00 NM E V= 'Vl STA = 8+00 PY/ STA = 1 J+50 PVI STA = 14+50
~ LE 268.00 ELEV = 266., K=39.9 K=60.6 - ELEV = 266.50 ELEV = 244.00 ELEV = 248.53
o~, NN K-34.3 K=34.3 K=31.5 K = 33.4
- - i-- - - - -
- i - 1L-. _ - ~~""""~p '~'~'j _ -..J-{j-~~- - - -
- - 285. D
280.0 _ _ - _
.-.-.A A -.~T --_I ,V 280.0
I- - -l.. I -_W
275.0 1~: - - - - - r - ----w- - - 275.0
- -~-_..F_.-- --.----y_.----- 4---- _ -a_ --off
- ~i r.l[.L-- .12. 270.0 - - - --------i-.-.- = - - --------a-------- - - - - -
_ _ - - _ a------- - - - _ - - - 270.0
- - •--f---- - --r------- - - - - . --r------- 3---~.:-
265.0 - - - _ _ - - - -=y«-- - - - ---N
- . - 265.0
- - - -~t------- - _ 260.0 -
- ----r------- -r - - 260.0
255.0 _-==:=:T:=:---- - - - -:--a~ ~
- - 255.0
-i- - 250.0 - - - - - - - - - - - -c~-----
- - - 250.0
-.T.
245.0 _ _ - - - l -'fly - .-._.~..t_W~--.--
- - - - - - 245.0 - -='.r--- -
- - - - ---=',r- .gin
240.0 - ~ -1-- - - - - J - - - - 240.0
- ------1-------- - - -
235.0 - - - - -.~-lN~- ---23~3~: :~9~-_
- - - - -------a---- - - - - - ~-------f------- _ 235.0
230.0 - _ - 230.0
o rn ~ o o h M o' oo h ~ 0 0
o ~ ~ o a ~ o ~ ~ M N ~ N ~ ~ ~ O 0~ O ~0 ~ h ~ et O ~o N
h ~i ~o ~o h o ~ N ~ O of op ~ ~ ~ ~ ~ ~ ~ ~ h ~ ~ ~ ~ ~o ~ h ~ N ~ N O co M O ~ co h h ~
N N N N N N N N N N N ~ ~ ~ N N N N N N ~ ~ ~o h h h ~t ~ ~ ~
N N N N N N N N N ~ ~ ~ N N N N
0+00 1+00 2+00 3+00 4+00 5+00 +
6 00 7rt00 8+00 8+00 9+00 10+00 11+00 12f00 13+00 14+00
+ =ELEV. 30' LEFT OF C/L
X =ELEV. 30' RIGHT OF C/L
=EXISTING C/L P,40FILE
- pan~ncrn ~ /r oonrrr ~
nv vr~u c rnvruc
HOR/Z. SCALE. lit = 50'
WILLIAMS - PEARCE & ASSOC., P.A. VERT. SCALE. lit = 10'
I~ 1/ Professional Land Surveyors P.O. Box 892, Zebulon, N.C. 27597 Phone [phone]
Sheet of

CONSTRUCTIOI ISTRUCTION SEQUENCE 20' - 2" B'
VARIABLE AS DIRECTED BY THE ENGINEER 10"
1. SCHEDULE A PRECONSTUCTION CONFERENCE W OBTAIN ALAND-DISTURBING PERMIT. ION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, B PERMIT.
2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORA TION PAD, TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS OR I taN
OTHER MEASURES AS SHOWN ON THE APPROVE THESE DEVICES. SEED TEMPORARY DNERSIONS, 'N ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL I ~ I I I FILL FACE MIN. to ca 12 Ire oa )ORARY DNERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. °r to - ~ W uEIE WIRES INTERMEDDITE
3. CALL F 1 OR AN ONSTIE INSPECTH I o - \ ° I I WIRES 1N ONSRE INSPECTION BY ENVIRONMENTAL ENGINEER TO OBTAIN A ~ ~ ~ ~ I 1 3° DwA. DRAINS ~
Dt' 0 CERIIFlCATE OF COMPLIANCE. 0 E• M I p 1 I - - i ~ 6" ABOVE FLOW LINE B 1'- " GRADE
X X 4. BEGIN CLEARING AND GRUBBING. MAINTNN DEV n9 0 BING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SRE. -
y / 5. INSTALL STORM SEWER, IF SHOWN, AND PROTE( iHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, ~ s, T ~ 12 „ I 1 N r-s FRONT VIEW
/ SEDIMENT TRAPS OR OTHER APPROVED MEASUA BUILDING ETC. 0 6 ' APPROVED MEASURES AS SHOWN ON THE PLAN. BECIN CONSTRUCTION, CONST. JT. moron
0 0~. X ~ 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO 8' IE BROUGHT UP TO FlNISHED B'J 3'-0" GRADE WITH VEGETATION, PAVING, DITCH ,1,,,,1,F,.,~
X LININGS, ETC, SEED AND MULCH DENUDED AREj 1LCH DENUDED AREAS WITHIN FlFTEEN (t5) DAYS OF COMPLEI10N OF ANY luaaf~ ELEVATION SECTION BB
P ~ PHASE OF CONSTRUCTION. G~ J ~P 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AF MPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL •10A"eiNp~T~ ww
/ ~7 FOR INSPECTION BY THE ENVIRONMENTAL ENGIh I~?N VIRONMENTAL ENGINEER.
/ 8. IF SfTE IS ePPROVED, REMOVE TEMPORARY DNE r G SEED OUi OR STABILIZE ANY BARE AREAS. ALL VE TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND 2'-6" to' - 1" 10^
~ ~ ' Q SUCH AS VELOC TTY DISSIPATORS, SHOULD NOW BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, N, NNN>a ORS, SHOULD NOW BE INSTALLED. 11 9/16" ~
~ I ~ G „4r! I ~ f 9. WHEN VEGETATION HAS BECOME ESTABLISHED, 1 i OME ESTABLISHED, CALL FOR A FINAL SfTE INSPECTION BY THE ENVIRON- ' ~ I FILL FACE SIDE VIEW
I li I ~ ~ ~ ~ MENTAL ENGINEER OBTAIN A i ~ ~ ! OBTAIN A CERTIFlCATE OF COMPLETION. - I I I I i
I ~ , I ~ 10. SEDIMENT BASINS MAY BE REMOVED ONLY WITH ' ~ I ~ , ENGINEER. ~ i I I I EMOVED ONLY WffH AUTHORIZATION OF WAKE COUNTY ENVIRONMENTAL I I ~ I I
~ ' 0 I I ~ , I I 1 VELOCITY DISSIPATOR
I ~ ~ J O ip I I
I i ~ ~ I I ~ ~ ' ~ ~ J q a I I A A n ~ I I I N PLAN
I / ~ J q" ~ I 1 ~ ~
i 7 N
M ~ ~ ~ J r SEEDQED PREPARATION ~ARATION 3'-5 7 B"I ~ I s,, 7~, I I I ~
' ~ + " _ ~ 1. CHISEL COMPACTED AREAS AND SPREAD TOP! . _ G ~ ~ ~ ,I _ _ G--~ G ~ ROCK CHECK DAM coNOmoNS, IF AVAILABLE. AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL
~ ' is I n ~ o - i - - _ _ _ _ ~ ~ ' ~ DRAINAGE AREA = 0,10 ACRE r ( S 72 40 00 W 239.63'- - ~ \ ~ r ~ 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
I u I iIX INCHES DEEP. PLAN SECTION AA
~ c 60 LF - 1 ~ \ X 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHE S RCP ®O.5 ~ i r ~ SMOOTH ANJ UNIFORM. HEADWALL DETAIL NTS _ _ „ ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SECTION A A
DRAINAGE AREA = 0.5 ACRE J i ~~M ~ ~ ` C~ ~ r Q
Q 10 - 1.4 CFS J I ~ ~ i'~ g ~ ~ 4. APPLY AGRICULTURAL LIME, FERTILIZER AND . ,FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
p 25 = 1.7 CFS I - T/~ > ~ ~ ~ SOIL (SEE "MIXTURE"). Q I00 = 2.0 CFS J I ~ ~ r .~14IE. GEOTEXTILE SOCK TO 8E PLACED OVER RISER. CAP TOP OF PIPE WITH 8" PVC 1'-6" FREEBOARD
Hw/d = 0.5 J I ~ 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZE[ I CUSTOM BAS1N 4 `C o PREPARED FOUR TO SIX INCHES DEEP. W LL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS ToP of BEAM R e^ PPC RISER WITH SLOTS. (MINIMUM) CHES DEEP. TOP ELEVATION OF STORM WATER 5'-0" MIN.
HW = 0.75 fT. ~ ~ J , J ~ ~
~ J \ ~ ~ \ ~ 6. SEED ON A FRESHLY PREPARED SEEDBED AN J I J ~ ~ ~ ~ T!E TO EXISTING PAVEMENT & DITCHES OR CULTIPACK AFTER SEEDING. ARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT LING. 1' FLOOD SORAGE ZONE TARP
J I J I ~ 7. MULCH IMMEDWTELY AFTER SEEDING AND ANC
J J CURVE RADIUS LENGTH CHORD CH.BEARING ~ SEEDING AND ANCHOR MULCH. L_ 50'-0" EMBED 18" RIGHT-OF-WAY
~ I F 8. INSP A ECT LL SEEDED AREAS AND MAKE NECE ' , I C-9 258.56' 190.84' 186.54' N 86°11'21 "W \ PLANTING SEASON, IF POSSIBLE. IF STAND SH 5 AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE 3'sEDIMENT STORAGE ZON ~ iIBLE. IF STAND SHOULD 8E OVER 60X DAMAGED, RE-ESTAUSH a° Pvc (NO sLOrs) „ „ CAL
~ r i ~ ~ FOLLOWING THE ORIGINAL LIME, FERTILIZER AP 8 0 10 0 10'-0" 6'-0" 6'-0' JME, FERTILIZER AND SEEDING RATES,
~ f ~ c ~S'~, \ 6'~, 9. CONSULT EFS ENVIRONMENTAL ENGINERRS Oh I 1.S' MAXIMUM SHOULDER PAV(MEA? SHOULDER OITCN TAL ENGINERRS ON MAINTENANCE TREATMENT AND FERTILIZATION SEDIMENT DEPTH ~
CUSTOM BASIN # 10 r ~ ~ i,1, ~ AFTER PERMMIENT COVER IS ESTABLISHED. IS ESTABLISHED. EXTEND TARP TO TOE OF BACK SLOPE.
DRAINAGE AREA = 0.26 ACRE ' ~'f' C \ REQ'D. STORAG = 468 C ~ ~ 9~3' ~ ~ "FIXTURE" 0 p8 0.02 I 0.02 ~ 0.08 {(5 WASHED STONE FILTER r ,
F ~ ~ ~ ,o (9'W X 18'L X 4'DEEP) r V 2C ~ 'S•9 ~ AGRICULTURAL LIMESTONE; 2 TONS/A SEE NOTE 1 TO TOP OF SLOTS. 1 i ~ 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) 3` o,_A, a^ Aec
r~ ~j, FERTILIZER: 1,000 L& 1,000 LBS./ACRE - 10-10-10 SECTION THRU BASIN AND FILTER r-1 r'sF
~ SUPERPHOSPHATE; 500 LBS. / s.SA 500 LBS./ACRE - 20R ANALYSIS ~ Agc
r ~ MULCH; 2 TONS/ r ~ ~ ANCHOR: ASPHALT 2 TONS/ ACRE -SMALL GRAIN STRAW ! TYPICAL BEREFT SECTION ASPHALT EMULSION AT 300 GALS/ACRE SEDIMENT PR
Q 0 TOP OF DAM
DITCH LININGS , ~ ~ 4' DITCH AND BURY TARP !y 4'
G = GRASS TARP PROTECTION EDGE. (12" MINIMUM) 9' 10' WEIR
J = JUTE 3 NO (MINIMUM) 'D 1 13 TE ~ WIt1TH ~ ~
N = NORTH AMERICAN GREEN SEEDING SCHEDULE 1) DRAW DOWN RISER SHALL BE 8" SCH 40 PVC WITH CLEAN-OUT BAFFLE (TYP,) - ~
C 125 (OR EQUIVALENT) FOR SHOULDERS. SIDE DRCHES. SLOPES CAPS AND SLOTS. SLOTS SHALL BE PLACED 1/B" WIDE, i" ON i (sEE~uN) I CENTER RADIAL AROUND PIPE. VERTICAL SAW CUTS 24" LONC. I tDE DRCHES, SLOPES (MAX. 3:1) lily PQ m ~ I
SCALE: ~ r' = 50' CRD. FILE: EB01252 DATE TYPE ' 2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH e``'P tiP j ~ PLANTING RATE SPECIFIED. THE LENGTH OF THE TARP SHALL BD ACCORDING 8 PVC W/ SLOTS ~ I ~
SCRN. FILE: EB01256 Auc.1a - NOV. I rut FESCUE TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE USED, THEN Iii - j I w 300 LBS/ACRE I
DATE: OS-10-2004 N0'r•' ' ""L' Tut FESCUE a ABRUZZI RYE MAR. 1 -APR. i5 TALL FESCUE ABRUZZI RYE 300 LBS/ACRE TARPS SNAIL BE LAPPED AT LEAST 12". THE UPSTREAM TARP I ~ ~ 3D0 LBS,/ACRE SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 70' i a
APR. IS -JUN. 3v HUL1.ID COMMON BERMUDAGRASS JUI, t -AUG. 15 TALL FESCUE ANO BROWNTOP MILLET OR i BERMUDAGRASS z5 Les./acRE CUSTOM BASIN 10, I ; R=zs " 0 BRONTlTOP MILLET OR SORGHUM-SUDAN HrBR105 +i+ 125 LBS. ACRE GALL FEJOUE) I 50 MIL HEAVY D!'N SILVER TARPAULINS FOR U.V. RESISTANCE.
;TYo' 35 LBS. ACRE BROWNTOP MI _ - / I SIGHT TRIANGLE 30 LeS./ACREfSORCHUM-SUDAN I ~
HYBPoDS) f,-,.....- 30' MNIMUM (TYPICAL)
FOR SHOULDERS, SIDE DRCHES, SLOPE: r~ I 7DE DRCHES, SLOPES (3:1 TO 2:1) pnV i --="~R~
DATE TYPE R=30' t R=30' PIAMriC RATE j
NAft 1 -JUN 1 SERICEA LESPEDEIA (SCARIFIED) MID US MAR. 1 - APR. I S ADD TALL FESCUE I EZA (SCARIFlED) MID USE THE FOLLOWHG COMBM4UgNS 50 LBS/ACRE (SERICEA LESPgE7A) EDGE OF PAVEMENT I EDGE OF PA E 120 LBS/ACRE
MAR. 1 -JUN 30 OR ADD WEEPING LOVE GRASS MAR. 1 -JUN JO OR ADD HULLED COMMON BEAMUOAOItAS ILOYE GRASS I VEMENT ----------------------------1---------- COMMON BEAMUOVICRASS 25 Les/ACRE TOP ELEVATION OF STORMWATER 1~2
~JN. 1 - SEP. 1 TALL FESCUE AND BROWNTOP MILLEr OR 1 EXISTING ROADWAY BROWNTOP MILLET OR SORGHUM-SUGW HYBRIDS w 12S LeS./ACRE (TALL FESCUE) - _ - - - _ - EDGE OF PAVEMENT
, ~ ~ Z00 VERTICAL CURVE ~ M 130' VERTICAL CURVE 35 LBS./ACRE STOP MILLtIj 1 30LBS/ACRE SORGHUM-~~ EXISTi,V~ STON~HED 1 ~ TYPICAL CONNECTION TO EXISTING ROAD OR COLLECTOR
~ SEP. 1 - MAR. 1 SERN;FA LESPEDEU (UNHULLED - UNSC o Pvr STA = r+4o N ~ Pw srA = 3+so ~ ~ I _ ~ ~ AN S~Op ~ z ( ROAD) :7A (UNHULLED - UNSCIA~IED) AND TALL FESCUE 70 LBS/ACRE (SFRICEA LESPIOE7A; E Q
D ABRUZZI RYE ~ ~ ELEV_ 288.77 M II N ELEV _ 278.06 ~t E ~/~ARC~ (TALL FESCUE) NOTf.• Hf1GHT & WIDTH DETERMINED ~ BY EXISTING TOPOGRAPHY AND
K 28.5 ~ cp ~ I I K - 31,7 ~ CONSULT EFS ENVtltONMENTAL ENGINEER FOR CONCERNING OTHER SEDIMENT STOR4GE REQUIRED. N t RrP-RAP ~OR CONCERNING O1HER ALTERNATIVES FOR vECETATION aF DENEIDED AREAS. THE ABOVE VARIES VARIES 6'-0" 8'-0"
OO CA W J N VEGEUTION RATES ME THOSE WHICH DO WELL UNDER LOCAL CO! IIN M W WELL UNDER LOCAL CONOr110NS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. KEY RIP-RAP INTO THE DAM 5'-0°
TEMPORARY: RESfkD ACCORDING TO OPTIMUM SEASON FOR DI - - - - - - --tom' - - ----0------ CROW OVER 12" IN HEJCFR BEFORE MOWING, OTHERYASE FESCUE I SIDE VIEW PAVEMENT SHOULDER 7PTIMUM SEASON FOR DESIRED PERMANENT VEGETATpN. DO NOT ALLOW TEMPORARf COVER TO TOR STA&UTATION. IG, OTHERYASE FESCUE MAY BE SHADED OllT. DESIGN OF SPILLWAYS
- - - -1- ----~~i-
295,0 - - - - - 295.0 Vi1R1ES 25 DRAINAGE AREA WEIR LENGTHI -Q,O2 +0
6"- ' , • , `0.02 +0.08 +0.16 • ,b : o (ACRES) (FEET)
- -T-- - - - - . :------t•------~ ~a-----~ ~ ' io •~.'WK• • . KEYED RIP-RAP 1 4.0 08
290.0 - - - - -•~--------t-- - 290.0 LEVEL SPREADER Material Varia le ' '~9 ,KSwASfrm 3 18
- - - -Iti-. 1-~.~---- - - - - - - J -•----T-------_~-~- ~ ~ • Transition /..~--Transition to stapled sroNE 4 10.0 `p in place
- - 0 % rod 285.0 - Vegetated J, g 285.0 diversion ' , '~0 7 grade 5'-0" '2S 5 12.0 • 6" ~ FRONT VIEW 1) DIMENSIONS SHOWN ARE MINIMUM
- - _ - ~ ~I-- r' ~ ~ Stabilizes ~ /;cur slo e ~ ~ Stabilized r - _ mu_=1111= -11 .1111_lul=,,, SIN ~ slope -III Jlil_1111=uu=ul ? IIIc I -1 I ROCK
- - - - ••t---•---- ~ - p ,N ~ ~ Leveliip IIII=_1111°1111= 'VIII-1111=1111=1111= CHECK SAM
280.0 - ~ - - ~4~.- ~r 280.0 Stable ~ V 1 i of spreader DRIVEWAY TURNOUT GRADES u ?J Buried
- ---I- - - - - ------i--•-;-- - undisturbed J - - - - - outlet V ? rr v 6" min. CROSS SECTION
m- ------•-7-------- - ---•-r---- - - - 275' 0 ~ - 275 ~ GRADE -The rode f h TEMPORARY DIVERSION BERMiDITCH
g o t e last 20 feet of tf - 41- -----•rt-------- last 20 feet of the diversion channel should provide a smooth
1-:=:=:-_ transition from channel grade to levl `I nnel grade to level spreader. The grade of the spreader should be OR. a MACHINE COMPACTION a ILL Flt b NEOUnED. DNEASIOHS SUfFICIENT TO DFECT \
270' 0 SPREADER LIP -Construct the level lip on u 270.0 - - -•---•-~---------r----- the fen h f gt o the spreader. Protect i the level lip on undisturbed soil to uniform hei ht and zero rode over INSTALLEDEPAIO ~0 CEfARNq IIN Nrto A CONTA0. DEVICE MusT K / g g W1TFi THIS OPERATION f SEDIENT COIrtR0.5 AND DIYEASgNS ARE NSTMLFD~AS preader. Protect it with an erosion-resistant material, such as fiber- ~ 1
I ~ glass matting, to prevent erosion on EACH CRITgA1 POINT I! RfAaED). revent erosion and allow vegetation to become established. S B. DNERSN)NS SHOULD BE LOCATED 10 MNMZE DAMAGES BY CONSIAUCT1011 R-
~ N ~ M b h MJ O'~i v, O O M OO ~ t0 COI O OUTLET AREA -The outlet disposal area mu: OPEIUTpN4. 5O disposal area must be generally smooth and well-vegetated wuth a C. DNERSIONS SHOUD BE SEEDED AID M.IaED f THEY AAE TO REMUN IN AACF
rp ^ ^ ~ h trj O ~ ~ maximum slope of 10 9. I 1 Q OJER !0 DAYS. '
0.1 DO o0 DO DO DO DO ~i N N N N N N N N' Nj N' CONSTRUCTION SPECIFICATIONS: 1 D. CHECK OEVME AFTER EACH RANI, NET ONrt A LEEK REOAROLE!!. REPAIR A! CATIONS: NECESSARY. /
1) The matting should be a minimum of 4 f r minimum of 4 feet wide extending 6 inches over the lip and buried
6 inches deep in vertical trench on the Ic ~f0~ ~ f00 2+00 3+00 4+00 smooth) cut sod and b I trench on the lower edge. the upper edge should butt against NATURAL CRWND OR FILLER CUT slOPE4
y e securely held in at least 12 inches long. e securely held in place with closely spaced heavy duty wire staples ,25 I ~Q\
2) Ensure that the spreader lip is level for u MIN ~ j ,L~ R,'./Pl ~ ~~~s. ROPES ~ _ ~1' AJ r lip is level for uniform spreading of storm runoff. 2.IM4)(cTYPI ••N,N; _
3) Construct the level spreader on undisturb Gder on undisturbed soil (NOT ON FILL). coMPACTED FILL 15' 20'
4) Construct a 20-foot transition section fn width and depth of the spreader. nsition section from the diversion channel to blend smoothly to the -BEAM- -BEAWDRCH- -DIrcH- spreader.
NOTES: PONTINE GRADE MUST BE PROVDED TO AlSURE DRAN1AOf, f !LOPE EKCFEDS 2i, 50' SEED Afar MULCH DNEASION. TAY NOT TO EKCFED D:I IHUN w10CTTE5 RESULT).
+ = ELEV. 30' LEFT OF C/L 5) Disperse runoff from the spreoder across x / e spreader across a properly stabilized slope not to exceed 10 NNNIEIM DA • S ACRE WITHOUT SUPPORTING rxcs.. ONERSxNS AT TILE TDP R/W >ufiiciently smooth to keep flow from concentrating. INTO AN APPROVED SLOPE DRaw. IERWDrt[x n Mosr coNAaNLY usED. I 1
= ELEV. 30' RIGHT OF C L Make sure the slope is sufficiently smootl nstruction, appropriately seed and mulch the entire disturbed Grea of TYPICAL CUL-DE-SAC
= fX1ST1NG C/L PROFILE 6) Immediately after its construction, approf the spreader.
= PROPOSED C/L PROFILE C/L
MAINTENANCE: I 35, 6, 5, 4,
Inspect level spreaders after every rainfall un needed repairs. After the area has been stat r every rainfall until vegetation is established, and promptly make .~4+ I
in a healthy, vigorous condition. 'eo has been stabilized, make periodic inspections and keep vegetation Fora I ition. ~ " ' I I - I/2" SF 9.5A
HOR/Z. SCALE: 1 " = 50' I SLOPE AS REQUIRED e" GRAVE
17' R
VERT. SCALE: 1 " = 10' 0.08 ~~~cw~) ~ E
TERRAIN MAX SLOPE VOP
LEVEL 2:1 5
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT ROLLING 2:1 LIfVJJ-Jt(,UUN HILLY 1-112. 1
WILLIAMS - PEARCE & ASSOC., P.A. DE A NmYT %IICE D7YIE 9Ml DE USED. PAD TO BE 50' L N 25' t Y D' D ~b THRU CUL-DE-SAC B. TUN" NDBD %RIDFyT TD ACCOMDDATE LARGE TRUCKS 0 TO W MDWEL
C. ENTWYffD INDLLD M LOCATED TO PRWOE FOR WAXWUY UTLffY BY 4 CMTMWM VBMMM D. EUY K WMAN10 • A NpTpW WIICN WLL PREVENT TRACING CD DEBCT Nv
Professional Land Surveyors P.O. Bog 892, Zebulon, N.C. 27597 Phone [phone] DETAILS O W OM BBE( PMEM TOP DAEEPINO MAY N WCEEAARY. E TBD'OIIMI PAN ID/P W LOCATED DX EACH DDE OF ADJUIWND ROADWAY.
Sheet of

CONSULTING ENGINEERS, PLLC
302 JEFFERSON STREET
SUITE 200
RALEIGH, NC 27605
LEVEL SPREADER DRAINAGE AREA=2.0 ACRES TEL [phone]
Q10=6.5 CFS FAX [phone]
LENGTH=84.5 i~
LF LEVEL SPREADER 85
4 LEVEL SPREADER DRAINAGE AREA=0.9 ACRES
Q10=2.9 CFS
LENGTH=37.7
' RIPARIAN BUFFER 50
~~ox~~O.oe u_ 38 LF LEVEL SPREADER ~2~~
242.71 P i
244.47 ~
x~~3.2s s
ZONE 2 ~ ~ ~
~ BUFFER IMPACT "C"=780 SF NOT PERMITTE 2~3
~~i~2
M

~ . 2
x ~ ~ 238.31 ~ _ A N J
~ ~ ZONE 1 ~ R ~za
2~ 192 <;3,q ao. 4 . ~
242.32
~ ~ 9. ~p 242.36
~p -
x237.69 - - ~4~ J
pI 7. ~ I 2 BUFFER IMPACT ;4" =2621 SF
2 241. U (NOT PERMITTED)
Q
2 l fk RO ' W Z U Z
- i , F- - z
>~6 _ X.31 - EX RIP RAP DISSIPATOR ~p ~ o ~ ~
2~ ~ .~a 1593 5F fMPACT . x _ - ~
41 ' x 1 0 ~ ~ m
V X4-12 I, ' . 102 LF Z W
~1 ~3 EX8" .~e 2 0 P!P 1 NEW CHANNEL Z iNV=236.15 _
_ k,
39 k2. ~ /y~ \ /
"J ~ CtCRK~J ~ ~ r
~2 ~ 240. 2 i ~ lOS x~s.7o ~ ~ CF EX 60" P 1 ~ Z I ~ .w+r' .16 I` N
1 I IPE ®0 24 1 LPL
~ - v ~ Q 0
V ORIGINAL C/L STR W m ~ U
194.61 LF STREAM IMPACT } - Z
' ~ m ~
x ~s.~a s. ~ Q
,~6 ` ZONE 1 s. ~
i V

~ i ~ U w ~ 0.
i ~ 4 .B9 ~ 0 =
i ~ x2~s.ss RE-ESTABLISH STREAM CHANNEL J
% i / ` INVERT TO 1'-0" ABOVE PIPE INVERT I ` W Z
4 ZONE 2 ' ~ may.. P2.10
Z W
i ' i ~ ~ ~ ~
~ - 4.8 ~ ~ U1
Y i ~ C~ ~~J / W Y
X38.95 n ~ r \ Z
Q v W
50' RIPARIAN BUFFER 0 ~ 4
x~i.t~
~ BUFFER IMPACT "B"=505 SF a ~s
(NOT PERMITTED ~ 1 ~ r~ M /
I
45.52 I
BY DRAWN BY CHECKED
4 4 238.81
4• DATE 37 lF LEIrEL SP 9• ~
READER ~
~ REVISIONS w
N I 4 .004
241.32 g~~
242.49 4 242.4 LEVEL SPREADER
DRAINAGE AREA=0.85 ACRES ~ Q10=2.8 CFS
LENGTH=3fi.4
SHEET TITLE
I~
TOTAL BUFFER IMPACT = 5,499 SF
TOTAL STREAM IMPACT =194.6 LF

SHEET NUMBER
0 5 10 20 40 3
r
1 1 1 \ \ r r C-1
SCALE: 1"=10'
OF
11

_ _ _ -a_..: _ _ m _ _ _ _ _ r
S,~
c'S~
6
MAGNETIC NORTH
~ SITE n
DB 6075 PG 52
SR 2510
THOMAS M. WILUAMSON
ABANDONED WELL SITE DA = 0.54 A C. D8 6075 PG 52
STABLIZE BY SEEDING 8 WHEATSTRAW S 99.98 RESIDUAL ACRES
ICU ~'`~4JGJ~nG/~°. VICINITY MAP
2~~.'~~ THOMAS M. WILLIAMSON aN ~ , h . S8
BOM 1986 PAGE 1254 n 6 /2,
~ ~ ~ 100' RIPARI N BUFFE ~ CLEARED LAND ~ zQ,:e~a~~ ~
- ~ ? ~ ~ ~ 960.21 ' 00 5' ADDITIONAL R W ~ ~ S O 1 30 26 E 2 N - N i ~3s : - BERM DA - 0.37 A,C. 2 ~ ~
m ~ ~ p' ; ,95' t%00' ; I Iq' 125' ~7 ~ 155'; 140' i 1~4',. 115' 65' 110'', 12~,'~, ? 335' i~ I ~ 'I'b ,'Rl~' 'r'rq'p" ',I to ~ . Iq' 125' 160'; ; I80~ ,T ~ ~~o~,~----•----~.
? ~ 1`\ m ~ i ~ ~ ~ ` ~ ~ ~ ~ ~~"P~.d
~ 1'FE ~ , 1 ~ ~ ~ ~ ~.o.
? ` r , o,~_ o i 19 c~ ,L~A.,~~~ :~~.o . ~
~I h, , _ Lo a LI A; U ~ ° w LQ '1~:' fit" ~
N - ~ ' ~ ti ' `2 ' ~ ' S01~`'' -i I - ~ ~ !.0 A. I. ! A! 1 2S0' ~ ~ J , ~ ~ L0 A, w - A ~ 1 X30' ' "
oNii I,OA. ' Sr ? ~~y.'.~`~` - --j~ ~ N Cm' .i'A. cT ~O- ~ w 1~ .r~.~ 1 4 0 ~ ~ J
- , , , - - ~ 130' W Ip5' ~ j •-----.~1~ ~ ~`3 ~ ~ 25 h~"",-"~~';
r ~ ~ 1.2 A. ~.5' A. ~ . I n I I ~ ~F ~ ' ~ 13 125 . so' ' °,o~' W Q
o' , i.a A. ~ ~ , 1 ~ NOTE: THERE IS A 10'X 70' SIGHT A /5~I ~ j5' ; I ~ 115 ` 205 L0 A., %~G' ° ~ ~ ~ 1 o Lo ~ r. O 15' ~ R/w i ~ ro ~ ~ ,
TRIANGLE ON EITHER SIDE OF STREET \ 2 1~0, j _ - 3~4 A. '',t ; ` a , A, AS WELL AS A 20'X 20' SIGN ~ ~ ~ ~ m ~ I 125 ~ ~ 5 1 0. ~dB~1c 5' '2~s. Z 22 ~ A . " e ' 26' s~ p ~ ~ 5 29 0 10~i 110' ~ _ 0 ~ ~0 ~
EASEMENT, v ro ' X99' /2 ~ '1 ~ ~ ~ ; 3 I ~,B ET Cp ~ 0' ~ ~ '1 ' j m W 5TR 85, ' EET 34 N 2- ?r A 5 ~ 85 ~ $ ~ L0 A. ~ . 1.0 A; TR ~ ~ ~ co ~
fh ro ~ 155 115 ; ~ ~ z ; 3p' ' t ~ m N , ; ; 125' , 1 ~ ~ ~ -.i 4 1.4 A. ~ - r p ~ J.0 A. ~24a~ j0 R/W ' X35, ~ h Q c4
m ~ ~ 16 _ ~~;'t 1, 3~,
~ 44 q' f, r 360' i~,15 O ~ ; - 190' 20p" ~,,'a'' n m N~Ao~'~," ~ ~ ~ w `D S7REE7B 1 ti ~ Qm W
D 2.1 ' h 5'; w Z 2 .0 A. a 42 ~ 2~ ro 6 ~ ~ , S9s, - o " U' 225' 2] N N
~ ~ I M ~ ',41 40 , o;' ~s 5 37 ~ g I. m w 3~ ~ t~ ~w~ . o ' ap~~ }fEATER .0~ N~ !.0 A. - - ~ j,' - ---------"ro s,
~ ~AB,~ LIA. ti A o ~ ~ ~I ~ I,o - N iQ~ -'38 N~,, L I A. o ~ I. I A. ti I.a'A, ; ~ ~ ~ o . Lo A. N ~ a ro,; ~ 1. I;A.; I ~ m ~ ~ Ll Ar I A. h r 2g O~N~ UTILITIES % ~ ~ ~ ~ $ L0 A? 1998 ~ 1,0 I,0 A.
z A I , ~'a~, r p/~ ~ , ~ I' S, PA~E 25 ~y 265' ' 149'" 140' ~ 1 290' 235' -
D ~ ~i~~; s1o'~ Iso'~. I'go' I~ ~ I ~o' 210' --'210' ,_oo' ; 28,E , Y~+ ~ ZO'PUBLIC Dfl FSMI? ~ ~ a, ' ~ - 6.24 33
' n ~ ~ ~ ~ b LOT I LOT 14 LOT 15 LOT 16 LOT 22 ~ LOT 23 a^ LOT 43 LOT 44 c~' LOT 77 LO7 78 0 ~ i ~ .'x Lor 4a Lor 5t v Lor 52 N 02 59 48 u1
10' SCREENING BUFFER Q ~Q COT .c av -
~ V Q~ p i n ~ N 01 2.158 W 2052.1 I CLEARED LAND ?052. I I Q~ ROBERT BOWERS
° ° 1 '46 "W 926.33' DB 6285 PB 3&2
KINGS GRANT SUBDIVISION Q N012
PHASE 1 SECTION I
BOM 1986 PG 674 KINGS GRANT SUBDIVISION
PHASE 1 SECTION 3
BOM 1986 PG 676
1.33 AC. ADDITIONAL DI~~:"ABED AREA AREA
07-28-0
~~ROPERTY IS WOODED EXCEPT AS INDICATED CLEARED.
- NO LOT SHALL ACCESS FROM MIAL PLANTATION ROAD. ~h<:re~::!~ai 1 be no f i I I ing or the erection of permanent struc-
tures in the areas of Wake County Flood Hazard Soils or Federal
TOPOGRAPHICAL DATA TAKEN FROM WAKE COUNTY GIS. Emer~enc'~ Mona ement A ency (FEMA) 100 year flood zones until a
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE WAKE COUNTY ~ , 9 9 flood study is approved by Wake County andior FEMA.
SEDIMENTATION AND EROSION CONTROL ORDINANCE AND FLOOD HAZARD
REGULATIONS.
ALL ROADS SHALL BE PUBLIC IN ACCORDANCE WITH THE N.C. DEPARTMENT OF TRANSPORTATION STANDARDS FOR PUBLIC ROADS,
Before acquiring a building permit for lots marked by an (asterisk) the builder may need to obtain a Flood Hazard Area Use
SEWER UTILITIES SHALL BE INDIVIDUAL SYSTEMS. WATER SHALL BE Permit from Wake County Environmental Services. The builder s
SUPPLIED BY A CENTRAL WELL. enginaer, architect ondior surveyor (as appropriate) must
FLOOD HAZARD SOILS BY WAKE COUNTY GIS. certify that all flood hazard requirements are met.
TOTAL ACRES: 62
LINEAR FEET OF NEW STREET: 5175 NEW STREET ACRES: 6.07
ACRES IN M1AL PLANTATION ROAD RIGHT-OF-WAY: 0.51
ACRES IN LOTS: 55.42
TOTAL LOTS: 44 AVERAGE LOT SIZE: 1.26 ACRES
MINIMUM LOT SIZE: I.0 ACRE
MAXIMUM IMPERVIOUS COVERAGE WITHOUT S70RMWATER MANAGEMENT: 15x
IMPERVIOUS AREA OF ROADWAY: 2.07 ACRES
LOTS WELL BE LIMITED TO 7082 SFiLOT 1• 1 A
CALCULATIONS:
NET ACRES 1N TRACT = 61.49 61.49 X 15x = 9.224 ~
9.224 - 2.07 (IMPERVIOUS IN ROADWAY) = 7,154 ACRES J
7.154 i 44 LOTS 0.16259 AC.iLOT
0.16259 X 43560 = 7082 SFi LOT
OWNER: KIRBY MARSHBUR ,RSHB URN B U-ILDERS
6901 LAKE MYRA ROAD WEND D WENDELL N. C. 27591
SETBACKS:
FRONT - 30'
~ ~ a ~ ~ I f' t SIDE - 10'
~ J'~ l C REAR - 30
L . i-~-Ic~cd ~~i~~~~ MINIMUM WIDTH - 95
/ ~ PIN: 1762.03-10-7212 'Y I
ZONED: R-30
'~~ii ~/~c
200 0 200 4 FILE: CTP2793 EBO1262 00 400 600 SCALE I° = 200'
DATE: 09 - 15 -2004
GRAPHIC SCALE -FEET . , ~-7 i k~~
27597 Phone [phone] Sheet 1 of 6
WILLIAMS - PEARCE & ASSOC., P.A. Professional Land Surveyors P.O. Box esz, Zebulon, N.C. 27597
i

i
0 k 0 ~ h a CURVE RADIUS IENCTH CHORD CH.BEARIN
PROPOSED JUNCTION BOX X x 1 SEE DETAIL TN/S SHEET ~ Q V G STABILIZATION REQUIREMENTS FOR ALL SL
( ) X h P P ~y 1 • c ~ ~I C-1 514.82' i ° , OPES: 97, 54 196.33 S 08 25 27 W
r, 5 6 ~ 37 LF -EXISTING '`\P X C-2 625.49' 168.32' 197.49' c 10°2o'oD"W 3:1 OR FLATTER - GRASS
~ / 5 18 RCP ®1.7 q ~ G ~ P C-3 446.58' 217, 59' 215, 44' S 15 ° 12'30" w 3:1 TD 2: f - SHURBS & V1NfS
~ R, ~a Q ~ ADD PIPE TO EXTEND ~ ' ~ p,6 C-4 256.30 209.50 203.72' S 05°45'00"W 6 2:1 TD 1-1/2:1 -RIP-RAP
BEYOND CURB + - ~ I I ~ ' ' Q / v s') I I I I .i h• 6 STEEPER THAN 1- f 2:1 - RETAININ
G I G 6 ~ II ~ x ~ ~ I I I ~ / G WALL
~ I ~ ' ~ I P 9' 6 k
II ~ ,I I , - I CONCRE ~
PROPOSED 18 RCP ~ TE CURB & GUTTER ~ rr II ~P
16 LF. + D ~ I (EACH SIDE -FROM ENTRANCE TO Z I I,.•1__ ~ ~ END OF 50' TAPER -STA. 0+95 ' Q (INLET !NV ELEV = 271.96) ~:q-•- ' ) ' ~ 100 LF X 60 TWIN PIPE CULVERT ~ 0.4 q
~ SEE DETAIL THIS SHEET l ~ ALUMINIZED STEEL U Q LTRA FLOW (TYPE Z)
III: ' DRAINAGE AREA = 107.3 ACRES
~ i _ ` b 3 06 , ~ - f ~ I Q ZS = 249 CFS Q 100 = 345 CFS
o Hw/D = 1.2
m i - - - - C / ! ~ I I HEADWATER = 6.0 FT.
' CUSTOM HEADWATER ELEV = 241.0 BASIN # 1 100-YR FL000 ELEV =
$ ' ~ I / ~ ~ ~ , , 242.0 DRAINAGE AREA = 0.54 AC
I I I ~ TEMPORA 2S~`~ G`\. I RY GRAVEL ~ p ~ ~ , ~ REQ'D STORAGE = 972 CF (13'W X 26'L X 4'D) I
p ~ I I l ~ y, , ~ ~ as MrN. CONSTRUCTION ENTRANCE ~ ' ,-~i 1q`~ ~ r
I ~ ; E/P 70 B/C ~ \ ~ ~ p ~ ~ G \ , N I I ~ 0 ~ _ ~ I ~ i W D~
i I I ' \ ` \ i ' O I ~ f 0' X 70' SIGHT TRIANGLE T l I , ; (YP CAL) ~ LEVEL SPREADER I~ 1~
I ~ ~ ' ~0 I 1 , A ~ ~ ~ , , - Im I Q - 1.56 CFS X
(1o'w x 2o'c) j~ Q r,, CUSTOM BASIN ~ 3
I , ~ c _ G I _ _ G N RE-GRADE EXISTING DITCH /F NEEDED ' - ~ I ~ ~ I ~ i DRAINAGE AREA = 0.80 ACS..{ ~ ~ W ~ RE _ ' N --~--~%1 r' Q• I ~ 2~1 4'D STORAGE 1440 CF ~ N Ian ~ 12 ~I (16'W X 32'L X 4'D
TO ENSURE POS1TlVE DRAINAGE AWAY ~ ~ ~'2 -~-`----a - , S O1 15 00 W 304.00' _ I J
FROM INTERSECTION. - _ \ UI W ~ i I ~ I ml ~ o I ,o ~ I ~I +
1 _ - , c _ I I o G ~ CONCRETE WI LEVE o _ ~ N\ a, to ' r ,I L SPREADER ~
I 44 C. ~ o ~ ,m I HEADWALL - 3~ N I o ~ I ~I--. Q= 2,31 CFS - ~ I Q
~ ~ ~ - ' 4 f 3 , I ESMt. la WI (raw x 3o'c) ~ DITCH LININGS N _ oNST•-~" ~I 'o G = GRASS
A ~ ' 1/4" EXP. JT. ~
3., BRICK MAY BE USED TO , , ~ B 3° ~ ~ ADJUST TOP OF MANHOLE + ' ERIN h I ~N ~ ~ x ~ ,ti I .m ,i' D J - JUTE BEGIN NAG C-125 ® ~ ~ ~ S,~r FENCEI l , ~ r of a ~ N = NORTH AMERICAN G ~ ~ , I , ' F of I, C~ REEN
INLET PIPE I I COVER TO GRADE. 1 ~ STA. 7+ I ' STA. 7+50 (EA. SIDE) I •~,~y ~ I I ~ r I ~ C l25 (OR EQUIVALENT) ~ I ~ E
1 ~ 6° ~ 42 6 1 r- Q N 9~
I ' I _ - I 41 39 ~I N 5, r,T,~ - s' 03•p~ m
I ~ o - INLET PIPE , I N N - ~ INV 271.74 / ,7 1
I ~ ~ ao 2' MIN, ~ I - - ~ ~ 5' M ~ I ~ ~ A=194. 4' / N 1 I ~ I, 40 ~I , . , I n ~ ~ ~1 I LEVEL SPREADER m I\ ~r~,_ _ C_4 ~ ~ ,i'
S„ AX. ~ 6.. F , / , \ ~ m Q= 1.56 CFS ~ I W +\s~\'~ r i i~ CONCRETE I m
OUTLET PIPE ~ ~ 2' 4" INV 271.24 i r I o' I k ~ + ~'rr ~ (10'W X 20'L) N I k \~y ~I ~ _ HEADWAL \ r / N
OUTLET PIPE 8" 2' - 4 B" I Q 3.. _ 8.. L ~ ~ ~
3' - 8" CURB & GUTTER END TREATMENT Sl~R EET ~ s, \I~II, 1 l0 m ~ lil+ E I, I Q m CUSTOM BASIN # 2 Fs. ~ St• ~I I ~ !0 n ,o
DESIG N AND PLAN SECTION A-A TOP (SET TO GRADE) I ~ G~1 W I / ~ ~ DRAINAGE AREA = 0.54 AC II G ~I ~ ~ ~
7 1/2" 1/4" EXP. JT. 2' - 1 1/4" EROSI ON ~ ~I 1 / ~v REQ'D STORAGE = 972. CF I m? r ~
CON TRO - LPL - AN f - OR (13'W X Z6'L X 4'D) 14~, I ~ ~ ~ 'L
~ ~P ~ i0 X o X 1' - t0 7/9" r < r` i/8" R4D. I Z ~ WI f I I. ~I I ~
INLET PIPEa m 3" RAD. 1 INV 271, 74 1~2" RAD. o ~ ~ j ~ ~I' ~ ~ IQ' ~ ~
q m ~ ~ , ~ V ~ ~k ImW ~ ~ ~ '9 I WI I l~ ~
~ ~ I ~ ° N N ^ 4 ~ e . e • e VELOCITY DISSIPATOR ? 2 ~ ZI ~ ~ ~ ~ ~ ~I
~ • e • e • lp 6" 4 3/9" 2' - 0 1/4" • n ~ e • ~ MARKS CREEK • . , TOWNSH 1P 6~~ 2 91/4 - (40'W X 40'L X 27" , o i l o, ~ k~ N C I _ O~ I I I ~ t3~
0 T N ~'-6u 8" 2' - 4" 8,~ U LET PIPE ~ CLASS / R1P/RAP) I I I I I a CUSTOM BASIN - J ~ ~ r I
INV • 271.24 WAK E COU NTY 14'W X 3 8 ( 27LX4D) ~ l
SECTION B-B PLAN SECTION X-X 2'-s" CURB & GUTTER DRAINAGE AREA = 0.04 AC 1
NoRr H CA ROLlNA JUNCTION BOX DETAIL (NOT TO SCALE) O k
_ ~ ~p JOB F1LE: E801252 CTP3151
SC, a: SCALE: 1 - 50 DATE: 08-10•-2004
_ REV.: 07-2t3-2005 -
150' VERTICAL CURVE 100 VERTICA CURE ,
M PVI STA = 1 +50 200 VERTIC _ ~ PVI STA = 4+50 200' VERTICAL CURVE ~ 300 VLRIICAL CURVE ,
r\ ELEV - 276.28 N ELEV = 269. PVI STA = PVl STA = 8+00 Z50 VERTICAL CURVE PVI S, r x.50
+ ~ K = 45.0 + 28 ELEV = oN N~ X=75.0 ; ELEV = 265.78 , A PVI STA = 14+50 fLFL I. JO
h K=; - I-- - -a~-- - - - - - - _ _ _ _ _ _ _ _ _ _ K = 32.9 ~ _ ELEV = 248.53 K - 31.3
K = 38.5
285.0 - .~-~c~- - - - -
r.~----- - -
_ _ - - - - 285.0
280.0 _ _ _ _ _ _
275 - =a - - - - _ _ _ _ _ _ _ _ .0 - - - - - - - - - - - - - - - 280.0
- - - , - - --w -
_ - - -zL.- rLr.: ~ - _ - ~ - - - _ _ _ _ - - - - - 270.0 _ ~ ~ - .~3 - - - - - - - - - - - - - - 275.0
--_INY1 - 1 - - -
65.0 - - - - - - _ - - _ - - - 270.0
- _ - Q---- - ~ - - - - - ~o----- - ~ - -
0.0 - - - - - - 265.0 - - _ - X=-==- - - - - - - - -
- _ ~ -=4 -
J - - - - - - - 255.0 = W _ - - _ - - - - - - 260.0
- - - - - - - 255.0
250.0 - - 1~-- - - - - - - : : - -
- ---~'t-- -
-_i - - - - 250. - - 0
245.0 - -
- - - J - - - - - - - - - - - - - - - 24
240. _ ~ _ - - _ _ _ _ _ 0 - - - - -
- ----J - - - - - - - - - - - - - - - - - - - _ -:~--7C- - -
- - - - - , - - - - - 240.0
235.0 _ - - - _ - _ _
230.0 = - - _ _ _ _ _ _ _ - - - - - - - - - 235.0
O rn ~ co ~ h ~ ~ h h - - - _ 23
o ~ r~ o o v~ ~ o °0 ~ ~0 00 ~ 0 0 ~ ~ ~ N ^ N ~ ~ 0.0 co ~ O ~o N ~o ~
h h h h M N p ~ N ~ ~ n ~ ~ ~ ~ ^ ~ ~ ~ ~0 ~ ~ ~ h ~
N N N N N N N N co b ~ ~o co ~ N N' N N N N N to ~ h op co of O
N N ~ ~ ~ ~ ~ ~ ~ M ~ ~ N N N N N c\~ ~ ~ e} N N N N N ~
0+00 1+00 2+00 3+00 4+00 5+00 6f00 N ty
~ +00 8+C 8100 9100 10100 t 11 00 12100
13100 14100
+ =ELEV. 30' LEFT OF C/L
x =ELEV. 30' RIGN, T OF C/L
=EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
r-.
WILLIAMS - PEARCE & ASSOC., P.A. HOR/Z. SCALE: 1 it = 50'
VERT. SCALE: I ft = 10'
W V Professional Land Surveyors P.O. Boa 892, Zebulon, N.C. 27597 Phone [phone]
Sheet 2 of 6
1

CURVE RADIUS LENGTH CHORD CH.9EARING
° ~ ~
C-5 2140.83 790.88 786.39 S 07 05 00 E ~ 1' h
C-6 737.52' 878.79' 827.72' S 30°38'06"E 1 x x
1 ~ ~P
~P ~ ~ 5 ~ ~ ~
i ~j ~~I j ~
G a. t i ~ 6, 6
Q 14 w ~ ~ 9' x ~ 6 ~i i ~ x ti
13 ' 15 Q ~ ~ ~ ~ ti P
I of ~ ~ P 5
12 I ~ql ~ I 5 i
11 N ~ I o Z~ I i G ~ ~
~I I I ' D ' n ~ i i I t ~ ~ Q ~ 18 ~
C1 ~ i ~ i ~ ~ ~ ~
10 ~I I I I i , 19 ~ ~ i ~
~I I I I ' ~ ~ ~ i
z l I I I ~ l ~ ' I , 1
BEGIN NAG C-125 G ~ ~-a- _ _
o I STA 17+00 EA. SIDE r G ~ a I ( ) a----- G I I G ~ ~ G i '
m ~ ~ ~ -J J r - -
I I _1... _ A -554, 02' PT TO C - ~ J - 4,ar Pr row- \ W 1Nr) , G ~ W Z
~ m ~ _ - -t I ~ - _ _ _ " a~...~ J -
D ~ N - - - G Cam.. - G - ~ ~ _
-_--a-~-" _ J -l- - - TOTAL PT - - d- - 36.8 ~ ~ 4J ~ NTrpPRC
~ N TO PC)
p N' --o ~ p"E 579 _ J i BEGIN JUTE ®STA ~ G , ~ `"s ~ , a' 133 17' ' ' 4J
N _ - - 5 5' MA lCN ~ _ _ - - J _ I 20 00 (EA. SIDE) 415.9 ~ - N~~- _ - 1 ~ (c ro Marc - Z
_ - - N a----==~~-' N LINE ~ I
_ D _ - N~_ ~ I ~ Z c
~ - N-~ = ' n v i h i ~ '--~G_,,,_
_ I I _ = ~ I ~ i I , ~ ~ Q ~ , ~ ~ ~
I I I
` 35 z I , i
~ I ' I o 34 ~ ~ ~ o
~ ' ' 36 ' 32 ~
~ I ' ~i I ~ ~ ~ N
m I ' ~~I ~ ~ I ~ Q
I ' ~ ~ 37 ~ ~ I ~
_ ' I ~ 31 I
' ~W
38 N r ' J~ J r
orrcH t~ D11'CH UNlNGS ~ J ~ i ~ ,
/ J ; J
G = GRASS = GRASS ~ 1 ~ J ~ , / / Q'
J = JUTE 1 - JUTE / / O / '
N = NORTH V = NORTH AMERICAN GREEN l ~Q
~ ~ - ' C 12; SCALE: 1 - 50 V NT ~ l ~ C 125 (OR EQUI ALE ) / / ~
/
~ ~
CRD. FILE; EB01252
SCRN. FILE: E801253 DATE: 08-10-2004
REV.; 05-27-2005

250' VERTICAL CURVE 200' VERTICAL CURVE 150' VERTICAL CURVE 100' VERTICAL CURVf ~ 1 DD' VERTICAL CURVE ~
PVI STA = 14+50 PVI STA = 17+50 ~ oo PV! STA = 19+50 N PVI STA = 24+00 PVI STA = 27+50
ELEV = 248.53 ELEV = 275.53 ^ ELEV = 286.00 . ELEV = 293.00 ELEV = 287.00
K=53.0 K=40.9 0~ K=38.5 ~N NN K = 30.6 K = 82.6
295.0 - - - - - - - - - - - - - - - 295.0
- ==u: _ _ _ _ _ _ _ - - - - - - - - - - - 290.0
290. D - - - - _ - -:rt Ts~ -
- - _ -~i - - - -~:-a6.~ - - _ _ - - _ _ - - - - - - - - - - 285.0
_ _ _ =t _ _ - - - - - - - -
285.0 - - - - - - - - - - -
_ _ _ _ _ _ _ _ _ _ _ .0
2so. o - - - - 280
_ _ _ _ _ _ _ 275.0
275.0 _
_ _ - - _ _ 270.0
270.0 _ _ _ _ _ _ _ - - - - - - - - -
- - - - _ - - =T _ _ _ _ _ _ _
_ - - - - - - - - - - - - - 265.0
265.0 - - - - - -
_ _ _ - - _ _ 260.0 -r
.0 - - - - - - 260
255. _ _ _ - 255.0
- - _ _ _ _ _ _ 0 - - - 250.
250.0 = - - - -
_ _ _ _ _ _ _ 5.0
.0 = - - - - - - - - 245 24
- _ _ _ _ _ _ _ _ _ _ 0 - - 240.
240.0 = _ _ _ - - - - - - - - - - - - -
o~ ~o ~ N o~ ~ ao M ~ ~ co N ~ op ~ '~t N ~ h ~ h ~ ~ ~
o h h ~ o h ~ h rn ~ M M ~ M x c~j nj ~ O of o0 ~ ~ ~O of O N o~ ~ ~ ~o ~ ~o
' ~ o M h ~ ~ ro o~ ~ 4 M ~ N ~ O ~ ~ h ~ h ~ ~o n ~ ~ ~D ~ ~o ~ ~ ~ ~ ~ ~ oo rn rn rn rn rn rn
N N N N N N N N N N N N N N N ~ N I N N N N N N N N N N N N N
+ 18+00 19+00 20+00 21+00 22 14+00 15+00 16+00 17 00 22+00 23~f00 24+00 25+00 26+00 27+00 28+00
+ = ELEV. 30' LEFT OF C/L
r R~ x = ELEV. 30' RIGHT OF C/L
= EXISTING C/L PROFILE
os I = PROPOSED C/L PROFILE
~ ~nn?~ ~
nvrvc. r7L/nlL. .)I.HLC: ! .j L/
VERT. SCALE: 1 10'
Sheet of
rV WILLIAMS - PEARCE & ASSOC.P.A. vERr. s Professional Land Surveyors P.O. Box 892, Zebulon, N.C. 27597 Phone [phone]
as
r

i CURVE RADIUS LENGTH CHORD CH.BEAR/NG
/ ~ ~
\ C-10 432.71 ' 234.12' 231.27 S 20 °30'00 "E ~ X
. \'O~ ER N~ ~P
. o pP,/ pF PR , ~
~~~y W . tr ~ i ~ ,
F / ~ k g' ~ G
\ wELL s1TE ~ o ~ ~ 'h P I ~ x 23 i 24
o \ ti i, ~ p
0 ~ ~ ~ o ~
\ 1 , 0 J %
CURVE RADIUS LENGTH CHORD CN.BEAR/NG \ ` / / ' ~ ~ ~ R
c ~ ' ~P ~ I / i ~ ,
C-6 737.52' 878.79' 827.72' S 30°38'06"E ~ 107 LF - 48" CMP ®1.0 q + DRAINAGE AREA = 26.2 ACRES ~~'o ,m, ~ e~ ~ ~ / / ,
7~ Q 10 = 75.7 CFS ~ \ z ~ ~ ~ ~ .L- 6 / 2
~ \ Q 25 = 87, 2 CFS ~o N ~ v~ Cn ^ \ r J 1 ' 1 ~ \ G^~
\ Q 100 - f 02 CFS / % + Q Q' HW D =Leo c\ ~ ROCK CHEC -ROCK CHECK DAM ~ _ ~ V D ~ ~ ~ ~ i CUSTOM BASIN 11
19 HW = 4.8 FT c~ , U, D.A. = D.O. "a ~ \ ~ ~ ~1 ~ D.A. = 0.04 AC. r ' ~ ~ ~ / ~ -
~ / / \N~~ 'A / \ \ DRAINAGE AREA - 0.52 ACRE o \ , ~ , ~ ~ ~ ~ REQ'D. STORAGE = 936 CF
~ ' . ~ ~ h \ -i 1 ~ ~ ~ ~ (13'W X 26'L X 4'DEEP)
~ / ~ CONCRETE ENDWALL ~ ~ ~ ~ ~ / ' \ ~ ~ , -o ~ ~ ~ I ~
\ ~ V ~ 1 tit ~i. -o ~ ~ ~ 1 -mac / '
V / r ` //~'G ~ 20 ~ ti ~ - 21
CUSTOM BASIN # 5 , ~ 6 < / ~ b ~ 1 G ri I
/ r DRAINAGE AREA = 0.72 ACRE i.6 ~ \ ~ - ~ ~~i ~ ~ REQ'D. STORAGE - 1296 CF ~
/ i ~ N ~ ~ ~ (15'W X 30'L X 4'DEEP) / i ~~~,i ~ S 05°00'00"E 130. C' \
Q) V ~ ~ ~ ~ ~ ~ ` - ~ 2 7 ~ _ - ~ W ~
o> > - ~ k ~ , ~ - s
,~P ~ C~~ BEGIN JUTE ®STA ~ ~ + ~ ~ ~ I i ~ \ + ~ ~ , 32+00 (EA. SIDE) ~ C o \
/ ~ 4 ~ G ~ F.E.S. 1 / ~ ~ /
~ ~ ~ ~ ~ , ~ ~ i ~ ~ ROCK CHECK DAM
= 4 ~ 1 ' D.A. 0.0 A ~ ~ \ ~ i ~
J ~ ~ \ i , i ~
~ 1 _ _ _ ~ G \
1 ~ ~ A-610• - CUSTOM BASIN 6 28 ~ ' ~ ~ 1
~ r 1 - , DRAINAGE AREA = 0.36 ACRE ,-o I , 1 ~ i,
CUSTOM BASIN # 4 y ~ r REQ'D. STORAGE - 648 CF 1m .I VELOCITY DISSIPATOR ~ r
/ J (1 f'W X 22'L X 4'DEEP) DRAINAGE AREA = 0.50 AC. ~ ~l ' ~ J ~ ~ o c, , ~ o l 1 ` ~ 3rl x rz'w x 24" ! r 1
REQ'D. STORAGE = 900 CF Q ~ , ~ , A / 1- ~ CLASS / R(P~RAP 1 r 1 ,
(12'W X 25'L X 4 DEEP) ~ ~ ~ - ~ 1 ~ 60 LF 18" RCP ~ 1.0 q ~ .z ' r 29 z1 i,1
' l ~ AREA = 0.5 ACRE ~ DRAINAGE I ~ , \ 5 1 , 1
0 , Q f0 = 1.4 CFS 2 ; ~ 1~ , v / r Q 25 = 1.7 CFS r/ 1-~
~ ,i - p , Ql QrOO-2.DCFS
31 r/ - ~ ~ ~l r Hw~D-0.5 , U / r ~ Hw = 0.75 FT.
r I 1 r / ~
'~,r/ 23 r I
ofr~ ~ r DITCH LfNfNGS
22 G = GRASS
J = JUTE
N = NORTH AMERICAN GREEN
DI rCH LININGS C 125 (OR EQUIVALENT)
G = GRASS SCALE: r = so'
J = JUTE CRD. FILE: EB01252
N = NORTH AMERICAN GREEN SCALE: 1 = 50' SCRN. FILE: E801254 DATE: 08-10-2004
C 125 (OR EQUIVALENT) REV.: 05-2T-2005
150' VERTICAL CURVE 300' VERTICAL CURVE CURVE
M _ ; ';~i STA = 35+50 +50
N ^ PVI STA - 32+00 ^ ^ - ELEV = 284.75 ELEV - 266.00 00
K=30.9 Na°o K=32.1 rr~ N N
=-a: - - - - - - - -
- T - 295.(1 295.0 - - - - - - - - - - - 295.0
295.0 - - - - - - - .
- - ~ - - - - 290.0 290.0 - - - - 90.0
- - - - - - - - - - - - - =w 290.0 - - - - - - - - w ~
- - -=n--.-._- - - - - - - - - - - - - 285.t) 285.0 - - - - - - - - - 285.0
285 0 -
- - - - - d--- - - - - - - - - - - ~
- ~ - - 280.0 280.0 - - 280.0
280.0 - - - - - - - - - - - - - - - 'rr- Sj ~ J - - - - - - ~ - - - ~ -
- -.3 -Yg-~ - /yam 6~~--- i. ~ - - 275.0 275.0 - 275 0
275.0 - - - - - =
270.0 f= _ _ 270.0 _ 270.0
270.0 - - - - - - - - - ----t
~x--- - - - 265.0 - - - - - - 265.0 265.0
265.0 - - - - - - - - rn 4 -F-~ - - - - -
1 - - - -
~~-71~ ==251 - - - - - - - - - - - a - ~ - 26a. a 260. 260.0
260.0 - - -
5 0 - - - - - - - - - - - 2 5. - - - - - - - - - - 255.!,1 255.0 255.0 - - - - - - - -o. -
_ _ _ _ _ - - - - 250.0 - 250.0 250.0
250.0 - - - - - - - - - - -
o h o h o v~ o ~ rn ~ h ~ ~ ~ ~ 0 0 ~ ~ M ~o M ~ M ~ rr, o ~o N 4 h N O ~
~ o ~ h N O ~ o~ M ~ O ~ N h ~ h N ~ rYj of co eF O of of i . of o ~i M M M N N N N ^
~o ~ co O h h h ~ ~ ~ ~ ~o ~ ~ ^ N DO DO o0 DO ~0 00 00 ~0 N N N N N N N N N
~ °p ~ ~ ~ N N N N N N N N N N N N N N N N N
+ r+oa z+oo 3+00 4+00
31+00 32+00 33+00 34+00 35+00 36+OG 36+00 37+00 0 00
28+00 29+00 30+00
+ = ELEV. 30' LEFT OF C/L X = ELEV. 30' RIGHT OF C/L
+ = ELEV. 30' LEFT OF C/L = EXISTING C/L PROFILE
x = ELEV. 30' RIGHT OF C/L R, = PROPOSED C/L PROFILE
= EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
` ~ ~
U
ALE: 1" = 50' HORIZ. SCALE: 1" = 50'
WILLIAMS - PEARCE & ASSOC., P.A. HORIZ. SCALE: 1" iLE: 1 " = 10' ' VERT. SCALE: 1 " = 10' Sheet 4 of 6
WV Professional Land Surveyors P.O. Bog 892, Zebulon, N.C. 27597 Phone [phone] VERT. SCALE: 1 "

1 ~ o
9' o, ti
n x ~ ~
I x
~ ~ 32 ~ 9 ~ 33 Q
~I ~ D 1' I
X ~ ~ h ~ ' W I r k I CUSTOM BASIN 9
X~ I I ~ # I , ~ ~ ~P , ~ DRAINAGE AREA = 0,3 ACRE
V ~ ~ ~ I i ~j Q REQ'D. STORAGE = 540 CF Q i
X / ~ (10'W X 20'L X 4'DEEP) ~ i i
i O
~ ~ CUSTOM BASIN 7 + O ~ ~ ~ BEG/N JUTE ®STA ~ ~ ~ ~ 6+00 fA. SIDE ~ , ( )
1 DRAINAGE AREA = 0,83 ACRES ~ 1 7 ml I G 18 1
~ TORAGE = 1494 CF ~ ~ REO'D. S ~I I i wl i i ~
~ ~ ~ (16'W X 32'L X 4'DEEP) ' ~ ~ ~ ~ ~
i ~ ~ ~ G i~ + ~o ~ i'~ O I ~ G ' b
~ G ~ ~
~ ~ ~ ~ ,~1 ~ ~ i y ~ I ~ ~ ~ y
~o l ~ ~ , - t~
O ~ ~ ~ ROCK CHECK DAMS + O 1 Z TIE TO EXISTING PAVEMENT & DITCHES ~ i DRAINAGE AREA = 0,07 ACRE
,a3~ ~ N6~~ v Rt / / , Gam- v ~ s°o
' ~ i~ ~ o ~ ~ ~ O
<1 ~ N~ i ~ 8 7y\
_ ~ 1 ~ `3 06..w _ i ~ _ ....----i 1 - EXl ~ G G ~ i ~ ~ S~ , TIE TO EXISTING PAVEMENT & DITCHES
~ 49.22. STING 6 ~ 1 - _ R/W ~ x G 82.49 ' I \ ~ ~
A,1 C ~ ~ ~
EXjST S 88 29 05 W
I + ~ - GASP ® _ l ~ , HALT x - - _
I ~ - , ~ x G I EXIST ~ ~ ~ _ ± G - G- ~ ~ I \ Nc qty ~
R 1 ~ I CUSTOM BASIN # 8 qsp ~ I ~ -o FX yql -
I ~ I ~ ~ W ' I i I ~ DRAINAGE AREA = 1.4 ACRES i /Sr T I ~ / I I ~ (1 kEQ'D. Sl"ORAGE = 2520 CF ~ G' s ~
I + I ~ ~ ~ SILT FENCE I, I (2r'W X 42 L X 4'DEEP) .y 0
I i I iD I r l AM ~ D I ~ D ~ Iv I i ~ ~ i i
I + ROCK CHECK D ' ` ' I ~ ~ V I ' I ~
+I - s O ' I r I DRAINAGE AREA - 0.08 ACRE + ~ ~ I ~ I ~ / ~
I 1 o I I ~ k ~W 15 I,I o
~ ~ ~ ~ N ~ I ~ I ~ OUT PARCEL ~
I ~ + + cA I EXISTING WELL SITE ,
39 +
~ ~
CURVE RADIUS LENGTH CHORD CHORD CH. BEARING
°44'32"W 223.42 S 74
C-7 470.24' 225.57' 223.42' S C-8 246.12' 231.32' 222.90' S 222.90' S 87°55'30"W
~~p~0 \ ~°F,p
Ty
\ l/N F
Dl TCH LININGS
G = GRASS DITCH LININGS JGS \
J = JUTE G = GRASS
N = NORTH AMERICAN GREEN J = JUTE CRD. FILE: EB01252
C 125 (OR EQUIVALENT) i = H AMERICAN G A NORT ' AMERICAN GREEN SCRN. FILE; E801255
~ ~ _ ~ C 125 (OR EQUIVAL OR EQUIVALENT) 'r = Jro' DATE: OS-1 D-2004 ~ SCALE. 1
LE. i - 50 SCA REV.: 05-27-2005
160' VERTICAL CUR.',~'E ' V RTICAL CURVE 100' VERTICAL CURVE 100 E
80' VERT. CURVE PVI STA = 1 +OG VI STA = 3+00 PVI 6+00 P
V STA= 1+10 0"~ - o~' P J N ~ ELEV. - 299.65 ~ ELEV = 295.25 ELc V = 180.55 K=37.0 K=51.5
ELEV = 241.05 ~ K=33.0 K=64.0 o N N
~ M
- - ~I---- - Q - - - - - --=-~A ~ - - - - _ - _ _ _ _ _ 05.0 - - - - 3
- - - ~ ~ - I- - - - -F - - - 305.0 - - - ~
_ ~ - 255.0 _ - - 255.0 - - - - - - - - - - _ 300.0
- ~ - - - 250.0 300.0 - - - - - - - ------1------- -
250.0 - ~n ~ _ - - - _ - - _=r----- - 2.1^(~f - - - - - - - - - . - - - 295.0
=r - - - - - -
- - 245.0 295.0 _ _ - 245.0 - _ - - - -
- - - - _ 0 - - - - - 290.
_ - - _ _ 240.0 290.0 - -
240.0 - ; - - - - : _ - - - _ - - - - 285.0
-:Z~s--,~- - - - - - - 285.0 -
- - - - 235.0 -
235.0 - - - - _ _ _ _ _ _ - _ _ - - - - _ 280.0 - - - - - - -x-
: _ _ 230.0 280.0 - - - - -
0.0 - i- - - - 23 - - -
_ - - - - - - 275.0
- 0 _ - - - - - 225.0 275.
225.0 - - - - - - - - - - - - - - - - - 0.0 - - 27
i~- - - =
- - 220.0 270.0 - - - 220.0 - - - ~ ~ ~ ~
o ~ ~ O co eh M ~ ~ M ~ M M ki O of ~ ~o
~ ~ M M ~ r~ co eF ~ c0 DO ~ ~ ~ co ~F N O ~ ~ ^ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N N
M A O ~ o~ o~ 01 ~ ~ ~ N N N N N ~ N N N N N N N N N
~ N N
N N 5+00 6+00 7+00 8+00 3+00 4+00
0+00 1+00 2+00 2+00
1+00 2100 0+00
+ = ELEV. 30' LEFT OF C/L
x = ELEV. 30' RIGHT OF C/L
= EXISTING C/L PROFILE
= PROPOSED C/L PROFILE
+ = ELEV. 30' LEFT OF C/L x = ELEV. 30' RIGHT OF C/L
= EXISTING C L PROFILE /
= PROPOSED C L PROFILE r
r f
~i, l r r~nr-~ r+~ ~ I r-- ~ 1I _ G/1 f
% 'NEW
HORIZ. SCALE: 1-- = so' t~r WILLIAMS - PEARCE & ASSOC., OCHVKIL. .~(,ALt: l = .7V P.A. VERT. SCALE: i 10'
VER r. SCALE": 1 10' Professional Land Surveyors P.O. Bog 892, Zeb 192, Zebulon, N.C. 27597 Phone [phone] Sheet 5 of 6 as '

CONSTRUCTI( NSTRUCTION SEQUENCE VELOCITY DISSIPATOR
CURVE RADIUS LENGTH CHORD CH.BEARING 1. SCHEDULE A PRECONSTUCTION CONFERENCE CTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, _ 17 s A A To°
OBTAIN ALAND-DISTURBING PERMfi, NG PERMIT, " ~ PLAN JCT10N PAD, TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS OR B _ _ _ _ _
C-9 258.56' 190.84' 186.54' N 86°11'21 "W 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMP01 OTHER MEASURES AS SHOWN ON THE APPRC DWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVICES, SEED TEMPORARY DNERSIOt MPORARY DNERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. I - ~ I I FILL FACE
3. CALL FOR AN ONSITE INSPEC CERTIFICATE OF COMPLIANCE. i AN ONSITE INSPECTION BY ENVIRONMENTAL ENGINEER TO OBTAIN A I to I lo• °i NCE. o, I I 0
t ~t' ~ 4. BEGIN CLEARING AND GRUBBING. MAINTAIN D I o ~ ~ 6 I I 6 1 3" DIAM. DRAINS m UBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE ~ I 1 < I I s" ABOVE FLOW LINE 8' ~ - o L _ _
X X Q~ ~ 5, INSTALL STORM SEWER, IF SHOWN, AND PRO' F SHOWN, AND PROTECT INLETS WffH BLOCK AND GRAVEL INLET CONTROLS, ~ I 1r'
SEDIMENT TRAPS OR OTHER APPROVED MEAS ER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CON:iTRUCTION, - - i - ~ - - T - ~ - I
~ BUILDING, ETC. I
d ~ 6. STABILIZE SITE AS AREAS ARE BROUGI{T UP ' Q 9' LININGS, ETC, SEED AND MULCH DENUDED AI ARE BROUGHT UP TO FlNISHED GRADE WITH VEGETATION, PAVING, DITCH corNSr. dr. a" _ _ _ _ UDED AREAS WITHIN FIFTEEN 15 DAYS OF COMPLETION OF ANY B'J 3'-0" MULCH DEN ( )
X ~ PHASE OF CONSTRUCTION. Q X ELEVATION SECTION BB
AA Y 7. WHEN CONSTRUCTION IS COMPLETE J~ID ALL ~r~ hA FOR INSPECTION BY THE ENVIRONMENTAL EN COMPLETE J~ID ALL AREAS ARE STABILIZED COMPLETELY, CALL . ENVIRONMENTAL ENGINEER.
~r- J GG / J 8. IF SITE fS APPROVED, REMOVE TEMPORARY D MOVE TEMPORARY DNERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND gyp"
~ / SEED OUT OR STABILIZE ANY BARE AREAS. AI ANY BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, 2'-T 7/15" e - 9'-»{
I G SUCH AS VELOCITY DISSIPATORS, SHOULD NC ~ Q 'ATORS, SHOULD NOW BE IN5TAIIED, 11 s/IS" I
~ ~ 9. WHEN VEGETATION HAS BECOME ESTABLISHEI ~ I ~ MENTAL ENGINEER OBTAIN ECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY TFIE ENVIRON- I i FILL FACE - n OBTAIN A CERTIFlCATE OF COMPLETKN. I 50'-0
I 22 'v , G I ~ ~ ~ ~ r ~ 10. SEDIMENT BASINS MAY BE REMOVED ONLY WI Tn I i I I i RIGHT-OF-WAY c REMOVED ONLY WITH AUTHORIZATION OF WAKE COUNTY ENVIRONMENTAL I I I I I I
I , 1 ~ i ~ Q ~ / ~ ENGINEER. ~ I I C/L r,- - 8'-0" 70'-0" 70'-0" 6'-0" 6'-0"
I~ WI~ 29 ~ i ~i , ~ ~ I ~ 1 SHOULDER PAVAMENT SHOULDER DITCH
Q ~ ~ I r ~ ~ ' ~ r ~ ' q , I I EV I
~ ~ ~ i \ i I h ' I ro I ~6a q h ~ 4' - 3",~ 4' - 3" y iv 0.02 I 0.02 0.08
~ ~ ~ ~ ~ ~ SEEDBED PREPARATION 0, 08 EPARATION 2,_„ , I I --T- I
I I I ~ ~ ~ 1. CHISEL COMPACTED AREAS AND SPREAD Ti 9i 7 1 4" I I I ~ 3.1 I 8" ABC J 3•• AS AND SPREAD TOP501L THREE INCHES DEEP OVER ADVERSE SOIL / I I ~ 5' o,_s
, ~ O ~ / , I i CONDmONS, IF AVAILABLE. I i ~ r .E. r-~ 1/r' , r-r/2" sE ssA
~ f - ~ _ _ / ~ ~ 2. RIP THE ENTIRE AREA TO SIX INCHES DEEI - - O SIX INCHES DEEP. PLgN SECTION AA Arc TYPICAL STREET SECTION
~ - ~ ~ K DAM ~ ~ , _ _ G G-~ ~ / ROCK CNEC ~K, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY HEADWALL DETAIL (NTS}
~ ~ ~ ii ' o ' - - - - - _ _ _ _ _ i ~ ~ ~ ~ DRAINAGE AREA = 0.10 ACRE ~ Q' 3. REMOVE ALL LOOSE ROCK, ROOTS, AND 0' S 72 40'00"W 239.63' ~ \ ~ SMOOTH AND UNIFORM. ~I v
nt ~ Gam- ~l ~ i I~ f__-,----- \ ! ~ 4. APPLY AGRICULTURAL LIME, FERTILIZER AN ME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
60 LF - 18 RCP ®0.5 ~ I rL--- ~ + SOIL(sEE'MIXTURE), ~ WITH I~
I ~ i C ~ 4 DRAINAGE AREA = 0.5 ACRE ~ I / ~ ~ ~ ~ ~9 ~ ~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERI' . AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS I I i (SEE ~'UN)
Q f 0 = 1, 4 CFS ~ ~ / ~ ~ = ~'-PL":~~ ~ ~ ~ ~ ~ ~ PREPARED FOUR TO SIX INCHES DEEP. _ , j~0 ,-_,_G ~ , Q 25 i J CFS I f ~ ~ INCHES DEEP. NOTE: GEOTEXTILE SOCK TO BE PlACEO OVER RISER. CAP TOP OF PIPE WITH 8" PVC t'-5" FREEBOARD I TOP OF BERM OR B" PPC RISER WITH SLOTS. (MINIMUM) - ~ I
- I ~ \ EED FRESHLY PREPARED SEEDBED Q 100 - 2.0 CFS ~ I I Ije---- CUST~IK BA$1N 4 ' \ 0 6. S ON A AFT R S EDING. _ I `a OR CULTIPACK E E tEPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT i j ~ :EDING. TOP ELEVATION OF STORM WATER 5'-0" MIN. ~ I w
HW/d 0, 5 ~ I ~ \ \ I i I \ HW = 0, 75 FT. ~ I ~ J (SEE SHEET 4) , ~ \ , I a
~ \ ~ 7. MULCH IMMEDIATELY AFTER SEEDING AND i I ; ~ v v TlE TO EXISTING PAVEMENT & DITCHES ER SEEDING AND ANCHOR MULCH. r FLOOD SORAGE ZONE TARP TO, I ~ o I ~
~ i ~ ~ , \ 8. INSPECT ALL SEEDED AREAS AND MAKE NE DINGS WITHIN THE 10, I ~ R=25' LEAS AND MAKE NECESSARY REPAIRS OR RESEE
~ ~ ~ ~ ~ \ PLANTING SEASON, IF POSSIBLE, IF STAND 30 ~ + I Fi3LLOWING THE ORIGINAL LIME, FERTILIZEF GED RE-ESTALISH EMBED 18" I (nP.) SIGHT TRIANGLE OSSIBL.E. IF STAND SHOULD BE OVER 60% DAMA , / I 1 (TYPICAL) IL LIME, FERTILIZER AND SEEDING RATES. 3' SEDIMENT STORAGE ZONE 30' MNIMUM
~ 31 ~ 4" PVC (NO SLOTS) _ ~ ~ _ _ _
I ~ ~ ~ ' ~ ~ i ~ ~~J` I NMEM NGINERRS ~ I ~ ~ J~ 9. CONSULT EFS ENV RO AL E \ ~ \ C AFTER PERMANENT COVER IS ESTABLISHEC j I ~ ~ ti iENTAL ENGINERRS ON NtAINTENANCE TREATMENT' AND FERTILIZATION R/w i R/w ER IS ESTABLISHED. 1s MAxIMUM - R=3a i R=30'
f SEDIMENT DEPTH I EXTEND TARP TO TOE OF BACK SLOPE• I
~o, "MIXTURE" CUSTOM BASIN # 10 ~ l % I
~ F ~ C ~ 'A AGRICULTURAL LIMESTONE: 2 TON' DRAINAGE AREA = 0.26 ACRE his 9 \ ~y FERILZER: 1,000 NE: 2 TONS ACRE 3 TONS ACRE IN CLAY SOILS) EDGE OF PAVEMENT ~ EDGE 0,-' PAVEMENT / ( / 1 000 LBS. ACRE - 10-10-10 ~5 WASHED STONE FILTER ExISrING RoAOwAY -
REQ'D. STORAG = 468 CF ~ i `sA SUPERPHOSPHATE: 500 L / SEE NOTE 1 TO TOP OF SLOTS• EDGE OF PAVEMENT 500 LBS./ACRE - 20% ANALYSIS
(9'W X 18'L X 4'DEEP) ~ V tiC ~ by ~ ~ 6' MULCH; 2 TON 2 TONS/ ACRE -SMALL GRAIN STRAW SECTION THRU BASIN AND FILTER TYPICAL CONNECTION TO EXISTING ROAD OR COLLECTOR ROAD
~ O, ~ ANCHOR: ASPW ~ ,P 00 S ACRE ASPHALT EMULSION AT 3 GAL /
r ~ ~ ~r ~i SEDIMENT PIT
Q TOP OF DAM VARIES 6'-D" 8'-0" 5'-0" 4'
D(TCH LININGS , ~ SEEDING SCHEDULE I I DITCH AND BURY TARP F~ !y 4' PAVEMENT SHOULDER TARP PROTECTION h~l EDGE. (12" MINIMUM) 4
G = GRASS 10' WEIR ~
~ = JUTE FOR SHOULDERS, SIDE DITCHES, SL( IS SIDE DITCHES SLOPES MA1(, 3:1 (MINIMUM) I *p,25 I NOTE: BAFFLE (TYP.) -0.02 _ +Q, ~ 6
N = NORTH AMERICAN GREEN °A~ PLANTING RATE 1) DRAW DOWN RISER SHALL BE 8" SCH 40 PVC WITH CLEAN OUT 0,02 +O,OB
C 125 (OR EQUIVALENT) CRD. FILE: EB01252 w +5 ~ 1ALL FESCUE k ABRUZZI RYE IE 300 LBS./ACRE CAPS AND SLOTS. SLOTS SHALL BE PLACED 1/8" WIDE, 1" ON IE k ABRUZZI RYE 300 LBS./PURE CENTER RADIAL AROUND PIPE. VERTICAL SAW CUTS 24" LONG. I iI~R7h' ~QQ ~ `0.08
MAR. 1 - ',~R. 15 TALL FESCUE „ _ , SCRN, FILE: EB01256 APR. +a - JUN. ~ HuuED coMMDN eERALUDADRASs ~ 300 LBS. ACRE 2) THE TARP USED 10 PROTECT THE WEIR SHALL BE THE WIDTH pVC W SLOTS eF,P 0 1B MMON EtlAMUDAGRASS 25 LBS,/ACRE /
SCALE• 1 - 5~/ _ JIR. 1 - AUG, 15 TALL FESCUE AND BROWHTOP MILLS DATE: OS 10-2004 IE AND BROWNTOP MILLET OR SORGHUM-SUDAN HYBRIDS 125 LBS. ACRE (TALI. FESCUE) SPECIFIED. THE LENGTH OF THE TARP SHALL BD ACCORDING 35 LBS.~ACRE BROWNTOP MILLET) TO AVAIIABLE SUPPLY. IF MULTIPLE TARPS ARE USED, THEN III ~~2j''
REV,: OS-27-2005 30 LBS,/ACRESORGHUM-SUDAN TARPS SHALL BE LAPPED AT LEAST 12", THE UPSTREAM TARP 5 D HYBRR)5) SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHAT^ BE `;USTOM BASIN
FOR SHOULDERS, SIDE DITCHES, SL 50 MIL HEAVY DUTY SILVER TARPAULINS FOR U.V. RESTS .,NCE. 7S, SIDE DITCHES, SLOPES (3:1 TO 2:1)
PLANIlIG RATE DRIVEWAY TURNOUT GRADES
DATE TYPE MAR. 1 -JUN 1 SERICEA IESPmEZA (SCAPoFED) M ~ (srJIroFlED) AxD usE nIE FOLIORAINC CoMBNUTM)NS ~L~A~(9E1tlCEA LESP+oErN
MAR. 1 APR. 16 ADD TALL FESCUE MAR. 1 JUN 30 OR ADD WEEPING LDVE GRASS 1o Las/ACRE
MAR. I -JUN 30 OR ADD HULLED COMMON BEAMIIDA JUN. 1 SEP. 1 TALL FESCUE AND BROWNTOP MILLS LLED COMMON BEAMUpWRASS 25 LBB/ACRE IE AND aROWNTOP MILLET OR SORGHUM-SUDAN HYBRDS +a 123 LBS/ACRE (TALL FESCUE)
3a LBS./ACRE (BROMNFOP IN.LLT)
SEP. 1 - MAR. 1 SERICFA LESPEDEZA (UNHULLED - J01~'/"~(~'"""-I„ TEMPORARY DIVERSION BERMiDITCH SPEDE2A UNHULLED - UNSCARIFlED AND TAIL FESCUE 70 LBS/ACRE (SEPoCEA LESPIOEZA
~ NOV. 1 MAR. 1 AND ABRUZZI RYE ( ) 120 Las ACRE (TALL FESCUE) TOP ELEYATlON OF STORMWATER r~z ~ :ZIRYE 25 LBS/ACRE
~ ~ . _ _ 5 WASHEp r 0. MACNAA: COIiAC1gN aF ALL rLL IS REQUIRED. DNER5IONS SUFFICIEMT TO pAiEC7 N of ALL 9EDA,ENii.ADEN SiORNWAIEA ALTO A SEDIMENT CONTROL DEMCF MUST BE
200' VERTICAL CURVE M 130 VERTICAL CURVE a1 ~GETATiO~RATES ARE TFIOSE WHICHICH DO WELL U DN ERNILOG OF DENUDED AREAS. THE ABOVE £'~IST/N(; SAO STONE ~ I W ~ ~ ~ CoANprASas wD DNEA~sars u+E u+sTAUED IS LEER FOR CONCERNING O1HER ALTERNATNES FOR VEGETATION PE- H DO WEII UNDER LOCAL CONDITIONS; 07HER SEEDING RATE COMBlNATNJNS ARE POSSIBLE. ~ EACH cwiFx Pair Is REACTED).
0 PVI SrA = 1+40 N Op PVl STA = 3+50 NOTE, HEIGHT & WIDTH DETERMINED B. DNERSIDIK sTi01AD BE LOCATED TO MASwzE DAMAGES BY CONSTRUCTION G TO OPTIMUM SEASON FOR DESIRED PERMANENT VE(iETAIIDN. DO NOT ALLOW TEMPORARY COVER TO BY EXISTING TOPOGRAPHY AND E r RIP-RAP OPERATpNS.
N ELEV = 288.77 II N ELEV - 278.06 .a TEIJ ORARY: RESEED ACCORDNG TO OPTIMUM SEASON I ~ ~ K = 28.5 ~ II K = 31.7 I'\ GROW O1zR 12" IN HEIGHT BEFORE MO'MNG, OTHERWISE FE! MO'MNG, OTHERWISE FESCUE MAY BE SHADED our. SEDIMENT STORAGE REQUIRED. ~nRrES C. DIVERSgMS sNDLED BE SEEDED AND MuCIIED IF THEY AAE TO REMaN IN PLACE OVER 30 DAYS.
O ~ ~ ~ ~ GO rn ~ N KEY RIP-RAP INTO THE DAM SrOC 1/I[~Ai D~ pfCK DEVICE IF1ER EACH RANA BUT ONCE A WEEK REGARDLESS. REPAIR AS
II N ~ FOR STABILIZATION. C YrL~I xECessiar.
- -FE - - - - - - - - ~ DESIGN OF SPILLWAYS
- - - - - - - - - W ~ - - LEVEL SPREADER Material Voriable u/,RrES i IIAIUAAL caoAND oR RuEA cur aoPEs stapled ~ DRAINAGE AREA WEIR LENGTH
295.0 - - - - - - - - - 295.0 Transiti ~-Transition to in place B~~_ ~ M,N ~,ow a~ ~0 % grade ~ (ACRES) (FEET) ~ / , 6n _i ~ • ~q . : SLOPES ~1 i m -
- - - - - - - - --,~gy--~p0 - - ' 0 % gr. $ - - - - ---u`1 - Vegetated - ~ _ _ _ _ _ _ _ - - - diversion ~ ~u, w ~ ~ w A ° - - W ° •°.~°1p-dR' ° . KEYED RIP-RAP 1 4.0 2.1 MAx(rrP1 I • F< ~`u~ Stabilized P mm. _IIII- 'z 2 6 0 ,'MIN.,
290.0 290.0 ~~u~ slope u~ sloe =01j= IIII°1111=111 .111_c =~1~-1 I ' • SWASHED 3 8.0 caaPaaeo IM P _II I _ _ - ~ _a°° ~ Fu
JT~ u ~ Level lip INI_IIII=III~I'~111=IIII=1111_1111= a;~=-'" sroNE 4 10.0 Of Spreader -BERM- -BERMiDITCH- -DITCH-
~ • r 441 t' L I I) ~ i 5 12,0 .Jd> Buried FRCNr VIEW 1) DIMENSIONS SHOWN ARE MINIMUM
- - - - - ~ - 285.0 - ~,L-Q undisturbed 285.0 - - outlet ~ ° v 6" min. CROSS SECTION NOTES: POSITIVE GflAOE MUST BE PROVIDED TO ASSURE DRWNAOE. F SLOPE EXCEEDS 2'/., SEED AND M0.CH DNERSION. TRY NOT TO EXCEED 5'/. (HWH VELOCITES RESULT).
ROCK CHECK UAM MINIMUM D.A. • S ACRE WITHOUT SUPPORTING CALCS.. ONER510NS AT THE TOP MUST EMPTY INTO AN APPROVED SLOPE DAMN. BERMiORCH IS MOST COMMONL'( USED.
-III=OII :~.~3L~: - - - - - - - - uj--- ~ GRADE -The grade of the last 20 feet of 280, 0 Zp - - - - - - - - ~ - 280.0 tronsition from channel grade to b 1e last 20 feet of the diversion channel should provide a smooth hannel grade to level spreader. The grade of the spreader should be 0%.
, - - - SPREADER LIP -Construct the level lip on ct the level lip on undisturbed soil to uniform height ant zero grade over
_ - - - - - the length of the spreader. Protec spreader. Protect it with an erosion-resistont material, such as fiber-
75.0 - - 175.0 glass matting, to prevent erosion 2 prevent erosion and allow vegetation to become estobl~shed. ENDWALL DETAIL (NOT TO SCALE}
J OUTLET AREA -The outlet disposal area n J - - - - - Tt disposal area must he generally smooth and well-vegetated wuth a ~ B' ~ 2 - ~5 BRAS ~ VARIABLE AS DIRECTED BY 11~ ENGINEER
- maximum slope of 10 Of 1 D 12' -10" LONG • N
270.0 - - - - - - - - - - - 270.0 CONSTRUCTION SPECIFICATIONS: 3.. ~ / IFICATIONS: i
00 N f`\ CO h M O ~ 1) The matting should be a minimum of v' MIN. s a minimum of h feet wide extendin 6 inches over thrl lip and buried / LS. 9
O O M 00 ~ O ~ (o O 6 inches deep in vertical trench an the ical trench on the lower ed e. the u er ed e should biltt a ainst 3. MIN. to Ga 12 ii2 Ga P 9 9 2"I~- R=50' ~ LINE WIrtE3 WTEIO,ffDWTY 9 P 13 -A be securely held in place with clasely spaced heavy duty wire staples WIRES
(D I~ f~ CO h M O QO ~ ~ smoothly cut sod and be securely held Op Op Op 00 DO DO DO ~ ~ ~ at least 12 inches long.. DOWEL I LADE Ig. PLAN `
N N N N N N N N N N 2} Ensure that the spreader lip is level fa 13' _ 4.. 9.. Ider lip is level far uniform spreading of storm runoff.
- - 3.. 4.. 1-1/2:1 Treader on undisturbed soil (NOT ON FILL). 6' 8 2 - ~s BARS .,.SLOPE
Of00 l '~00 2+00 3+00 4+00 3) Construct the level spreader on undistl 15~~ FRONT VIEW
4) Construct a 20-foot tronsition section width and depth of the spreader, tronsition section from the diversion channel to blend smoothly to the N ~ ~ r~5~ fir'. e spreader, I ! + ~ 3 % l ~S• A"11~"° 3• i0 r0 Q ~1 ~ t7 1 l r ryA Y IUR T'NNC
5) Disperse runoff from the spreader acre not to exceed 10 - - o L `fi'r J the spreader across a properly stabilized slope ~ to "1101
Make sure the slope is sufficiently smc Is sufficiently smooth to keep flow from concentrating. oFnoNAL ~ ' ~4 DOWELS CONSTRUCTION JOIM 3'-1" ~ ~ ~ .Tq ASwa •r ~
6) Immediately after its construction, app construction, appropriately seed and mulch the entire disturbed area of ®1z" ao 15' 20'
tl~e spreader. ELEVATION END ELEVATION
+ = ELEV. 30' LEFT OF C/L 50'
X = ELEV. 30' RIGHT OF C L MAINTENANCE: / RAW
= EXISTING C/L PROFILE Inspe:t level spreaders after every rainfall needed repairs. After the area has been s fter every rainfall until vegetation is established, and promptly make I area has been stabilized, make periodic inspections and keep vegetation SIDE VIEW
= PROPOSED C/L PROFILE in a healthy, vigorous condition. ~ndition. TYPICAL CUL-DE-SAC
31P~ PaPO
PO'a\
CL
„ , I 35' F HOR/Z. SCALE: 1 = 50 R 35' 6' S' 4' 15' A.
I 6" SURGE Sf°M1E (MIAIYUN)
A, _ I VERT. SCALE: 1 - 10 I 1-1/2" SF 9.5A ~
A~~T ~ ~ CI l)OC AC nrni nnrn 8" ~f ~r rr~rn 8" GRAVEL
cwwrRCU rRC~ p TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT O' 0 A NC OT SURGE STONE SHALL BE USED. PAD TO BE 50' L X p' W X B" D (MINIMUM)
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS M TO BE PROVIDED. Lj., oe V C. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MWMUM UIM BY ALL CON51'RUCTIDN VEHICLES.
_ TERRAIN MAX. SLOPE B. MUST BE MAINTAINED N A COMMON YNADi WILL PREVENT TRACKING OR DIRECT FLOW J OF MUD ONTO STREETS. PERIODIC TOP DRESSING MAY BE NECESSARY.
• . . LEVEL 2:1 ROLLING . 2:1 CROSS-SECTION 6 TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINM ROADWAY. D TAILS Sheet of 6_
Professional Land Surveyors P.O. Box 892, Zebulon> N.C. 27597 Phone [phone] HILLY 7-112:1 7 THRU CUL-DE-SAC