20071580 Ver 1_Site Plan_20070918

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~ ~ I Sites L ~ - ~ - - T N I N N N I I I + w N ~ I I 1
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1 / y I N I ~ I I S \ INNN N ~ wiq Y m N N V I ~ ( m I •l I I N • ~ l
N cn o I 'I I v I 7 to ~ I I N q~ N ~ r OI \ I r I (0 1 V ~
N n W N I Oo m I N N I CD V V I NI u ro I N ~ I r NI N I \ I NI ~ V
I ~ I a w I w ~ I m I I I I N ~ I W ~ I ~ m p v v t0 ( N N N m o ~ to ~ ~ ~ I W m l ~ \ I I I
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m m ~ ~ ^ N I I I !Z I w r« N N N m r? I N N I w N I O I I d w ~o O~ I I~ I V I I d W ~ A so I I ~ ~ W \
I v I (0 I I ~ I ~ N a a I ~ ~ I O p m V d O A N tp \ N \ I
/ ~ ~ d m/ ~ N~ W 0 a~ie 1 I I N ,ah rt N m p ~ ~ ~ i N 1 \ ~ m O \ ~I u m I I \ \ NI y?
Of II I N ~ N ...al-• G~ v~ I ~ W OD N O? ~ Q N ~ m mN I x I ~ N O I I o I N V O I N N N~ I \
W I ~ N co '~j N N N I u I I I 1 cr 0° ~ i
IN W 1 a m ~ ~ ~ oD~ I o I I ~ 1 I ~ ~ I + ~ I goo* 07- 1 5 80
~ N I 1~ ~o ~ I I I _`W \ i + V I ~
W ~ I , ~ 1 ~ w
w I ~ N ~ 1 I ~o N N t \ I ~ I N to u 1
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N I W ~ ~ N I N oN Os I I ~ \ \ 1
I N W \ \ o~ ~ 1 I ~ m d \
I W V N N ~ w + W I 0
N N ~ v N ~ F w \ s ~ s I
N '1? N N U ~ q ~ N \ i N ~ ~i I ~e # I
u N J I}~I r VI ~ ~ ? N I ~ Q U ~ ~ m o ~ v to I I I i w I \ \
THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF U m N w U I N N I ~ N I N I I \ 1
THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT w I I v o~ ~ I N NU V II ~ a N u \ N I I 1 1 1 \ I N +
~ TO THE 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERMINED N .I N m N~~ N \ I N 00 1 u ~ o m ~ 0° I I / ° °u ~ ~ w oo
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE p pU I p Ui I ~ w V t0 ° N O
RELIED UPON FOR A PERIOD OF 5 YEARS FROM THIS DATE. ISOLATED ~ I I cA I ~ 1 I I N a ~o I u m I
WETLANDS OR WATERS THAT ARE OUT OF CORPS JURISDICTION HAVE a O ~ I o N G N W V le N ~o I V ? u u r
BEEN LABELED ON THE SURVEY. 3 a # ~ v a ~ u I I I I Id V ~ Wft
o ~ m 0 3 m o Nw I 0 I ?
v a ~ m 01 u ~ u V 0 u SLEP 1 s zoos
m ~ ~ I II i ~ ~ II ~ 1 ~
i SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICIAL 0 ~I I OENR - YVATEI: :R QUALITY WETlANQ3 PaND SrtMM4TER BRANCH
u I ? N
j DATE: V ~u ? I 1 N
ACTION ID: N ? O I N ti w
c~ O m 'Q V V ~ u
DELINEATION EXPIRATION DATE: N ~N V N I ° V u ? 1~, ~ I o 1 # I oo m /
N N ~ ~ ° V Lb I ~ I C ac
a o 1 = ~ ~ I ~ 0 / ° N to
~ ~I N v ~o ~ _ ~ > o ~ 1 a ~ I RAPHIC SCALE
I ~ 1 ti w 300 0 150 300 r~ ~ n~ I 1 ~o
LEGEND / ~ 1 ~ ~ o I
~ 1 1 > > ~ ~ / ~ ~ ~ -c ~ 0 1
PROPERN LINE -OWNED BY COTHRAN N F` / I 'A o~ 1 Il l / ~ / 10 N ~p ° IN FEET
~ ~ IIIC~ 1 • I o~ 1 I 1 inch = 300 ft
FUTURE PROPERTY LINE-OWNED BY COTHRAN ~ ~ >c~ 1,~ /
ADJACENT PROPERLY LINE - - - - - - - - - z ~m 1~ / o-~ o/ o
DELINEATION AREA LINE Ix I I D U ~ ;A~ • D~ O
r II N ~ p ~O 1 0 ,r 1 area Delineation Map
~I WETLAND AREA 1 ~ o o I 1 I O ° ~ r a oo r 0 o r ~ s, Princess Gate, and Laurenwood
V I D D ~ 1 ~ W1~{ o ni v m i n u 1 ~ in ts
DELINEATED WETLAND POINT O w , I ~ I u w W u ~ I I i in i >re County, North Carolina
W , , ° . _ o
tLUUU UNtJ kUIIiIIILtU) f KUM
MAP OBTAINED FROM FEMA.ORG ~ Owner
James Cothran
Dominion Development t
345 East Boston a,?,~B cN Figure 4 -
P*nebluff, NC 28373
Sheet 1 of 2 Jurisdictional Wetlands
Subdivision Layout Wetland Impacts

l
~ ~ ~ ~ ~ \ NOTE:
~~2 I ~ \ \ 1. TOTAL C0 ~ ~ H~ 2. TOPSOIL ~ ry TOPSOIDL ~ l ' ~ FAL CONSTRUCTION LIMITS AREA: 9.9 ACRES
o~ \ ti~ ~ ~o ~ SOIL STORAGE AREA TO BE TEMPORARILY i
Z SITE - - _ ~ ~ Lam` 11 ~s .y~ ~ l ~ =DED AND STABILIZED IMMEDIATELY AFTER
PSOIL AREA IS FILLED.
ti
?may b-~'~ 35 EASEMENT ~ % CONSTRUC ~ ~ ~ ~ 'TRU CTI ON SEQUENCE:
y ~p ~ ~ 1 l ~ m / 1. CLEAR AR ~ SILT FENC 2 SILT FENC ~ ~ 3. COMPETE =AR AREA FOR CONSTRUCTION ENTRANCE, .T FENCE AND SEDIMENT TRAPS ONLY.
o ~JG ~ ~ ~~'L O q 2Z ~ boy/~ o~'P ~ oho ~ z \ - ~ ~ \ ~ ~ PIP STALL CONSTRUCTION ENTRANCE, J FENCE AND SEDIMENT TRAPS.
' c r ~ ~ ~ - \ 1 ?MPLETE CLEARING AND GRUBBING OF
_ / STREETS _I_ _ I I 4. ROUGH G 5. INSTALL ' ~ ~ _ ~ 6. INSTALL - / ~ - _ _ REETS AND EASEMENTS.
~s9y I s~~O ~ ' I ~ HUGH GRADING OF STREETS
J 9~P, ~RPpRT R~ ~ . \ ~9 STALL STORM DRAINAGE STRUCTURES.
STALL WATER LINES
~ ~Fq s \ ~ \ T' _ _ 7. FINE GRA JE GRADING OF STREETS
LOCATION MAP (NTS) ~ 9~~9 WING OF STREETS
\ - _ 35' EASEMENT 8. PAVING 0 _ _ p~X~ . _ 9. GRASS A TRANSMISSIp - ~ 10. ALL TEM ~o pZ I I - - _ N LINE) - . CONTRO ~ ~ IN PLAC ~~2c~ ~ 1 1 FROM N o OJy ~ O •
SASS AREAS.
/ I ~ \~9 g 1 oti I _ , ~ ~ ~ ~ ?LL TEMPORARY EROSION AND SEDIMENT
8~ I ~\R~. q R'0l/c ~ \ ,ONTROL MEASURES ARE TO REMAIN
1 ~ ~ C PLACE UNTIL APPROVAL IS RECEIVED ROM NCDENR.
\ I / ~O,L~ O ~ ~ ~t~A SSA ~~'q ,~e ~ S\~.p9 2c~~ ~
(,'1 J 2c ti,~ 9~,~ \ ~ ~ `'ti /
/9~ ~ ? 92 E`~a ~ 9,p I / E Pa J ~ fs~ BPS, / ~L~'ls,~ \ F9 I / 1 1 -o P N 2A \ / ~ I / ~ ti \ ~ .ps y~ N~ /
~ ~ A /
~ ~ ~,sFO ~s oo Site 4
c9\ ~ P~~c~ O~\~G ~ \ S,, ~ C~ 9~,PA~ 1 2 2'e \ ~ y
~P~ ~ / I s~ ~ ~ ti ~ ~x~
~ ~ o s I N PT , ~ O ~ ~ ~ i
~'S G~LpJ~ ~ ~ ~ . ~ FAO ~ 27~
Fti~ti A ~ ~ ~ I I ~ i ,0 I ~D2 J I ~ J O ~ s
C~ ~s',~ X28 ,~F ~ O G
~ ti / ~ ~ \ L~~~ ~J / ~A v o ~ ~i ~ mod, 9. ~ ~F`y0 ~ ~
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NIM
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A
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~ ~ I v ~ ~i~~•Ls ~ l ~ 9c F ~O~ O ~yFC~ ~ ~ J o x~ ~ \ N
~ s~ ~ ~ 19a~~~ s~ F~ ~ o I x~J ~~O 1
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1 / ~ ~ p1 ~ `fi ~`~~~`S`
~ / ~ ~ \ ~ I I I i~ I~~~s 2~ c'c]. 'L
~ ~ t' ~ D I l '(j M
° ~ ~ ' ° Site 3 ~ TEMPORARY SEDIMENT TRAP/ROCK DAM SIZE ?E
N ` \ / / I 1 ~ ~ ~ ~ 284 n-~-. ~ ~ . ~ DAM Q WEIR DISTURBED LENGTH JGTH DRAINAGE LENGTH
~ ~ ; / / 1 I ~ ~ "Y \ ^ s ~'~L9 ~ AREA AREA 5' USE 1.02 Ac. 36.4
/ /y ~ x~ ~ ~ 1 A 1.42 0.40 USE 4.0' 1.02 Ac. 52.5 USE ~ r' ~x 2A 1.67 0.47' USE 4.0' 0.20 Ac. 10.3 3' 1.22 Ac. 42.8', USE
-2sz~ ~ ~ R I 3A 1.66 0.47 USE 4.0~ 0.07 Ac. 3.6~ 1.29 Ac. 42.59 USE
38 0.05 0.01' USE 4.0' 0.04 Ac. 2.1' USE 1' USE 0.04 Ac. 1.3'
~ 1 ~ ~ ~ ~ ~ ~ \ 4A 1.25 0.35' USE 4.0' 1.00 Ac. 51.4' USE 4USE 1.00 Ac. 32.0
~ \ ~ a J _~l ~ ~ F ~ ~ ~ a S ~ 4B 0.15 0.04' USE 4.0' 0.12 Ac. 6.2 ,USE 2' , USE 0.12 Ac. 3.8' 5' USE 0.38 Ac. 15.6'
` o 'phi s~ ~ ~ ~ 5A 0.61 0.17 USE 4.0~ 0.38 Ac. 19.5 USE ~ 6A 1.17 0.33 USE 4.0 0.35 Ac. 18.0 0' 0.73 Ac. 30.0, USE
O ~ J 7A 1.07 0.30' USE 4.0' 0.07 Ac. 3.6' 6' 0.80 Ac. 27.4USE
\ / 2~ l~ \ 1 - - -290 78 0.04 0.01' USE 4.0' 0.03 Ac. 1.5' , USE 5' , USE 0.03 Ac. 1.0' .99 USE 0.60 Ac. 20.5'
INDEX ~ "9~j y 8A 0.80 0.23' USE 4.0' 0.60 Ac. 30.9' USE 1' , USE 0.10 Ac. 3.3'
~ti~ ~,a~ I - - 4 0o ESS/CA C U T 60' I -R-(4 e, ~ ( ~ ~ 88 0.13 0.04' USE 4.0' 0.10 Ac. 5.1' , USE 2' , USE 0.12 Ac. 5.1'
NOTES: SITE PLAN C ~ ~~~e, -R(1~BLlC - 9A 0.20 0.06' USE 4.0' 0.12 Ac. 6.2' , USE y 96 0.28 0.08' USE 4.0' 0.17 Ac. 8.7' , USE 7' , USE 0.17 Ac. 7.2'
1. OWNER: SEDIMENTATION & EROSION CONTROL C2 " JAMES COTHRAN ~ a, ~O~ ~ 10A 0.18 0.05 USE 4.0' 0.11 Ac. 5.7' , USE 7' , USE 0.11 Ac. 4.6'
\ \ ~ y ~ ~ ~ 1 l ~ O ~p~.p~~ ~ / 108 0.28 0.08' USE 4.0' 0.17 Ac. 8.7' USE 7' USE 0.17 Ac. 7.2'
105 ROYAL WOODS WAY PROFILES C3 ~ ~ \ ~ O 1 11 A 0.21 0.06 USE 4.0' 0.16 Ac. 8.2' , USE 2' , USE 0.16 Ac. 5.4 .9', USE 0.29 Ac. 9.7
CARTHAGE. N.C. 28327 [phone] PROFILES C4 ~ 11 B 0.38 0.11' USE 4.0' 0.29 Ac. 14.9' USE 12A 0.21 0.06' USE 4.0' 0.16 Ac. 8.2' , USE 2' , USE 0.16 Ac. 5.4'
2. ZONING: RS-III H PROFILES CS ~ ,0 128 0.38 0.11' USE 4.0' 0.29 Ac. 14.9', USE .99, USE 0.29 Ac. 9.7
3. CONTOURS TAKEN FROM A MAP PREPARED BY RAYNOR LAND PROFILES C6 \ ~ ~ ~ ~ O ~ ~ l.~ ~ 'o , 13A 0.15 0.04' USE 4.0' 0.15 Ac. 7.7' US . y ~1'~,~p 138 0.49 0.14' USE 4.0' 0.50 Ac. 25.7' US ~ ~ L • ~ 14A 0.18 0.05 USE 4.0' 0.14 Ac. 7.2' , US .s x s' ~ 148 0.15 0.04' USE 4.0' 0.15 Ac. 7.7' US p ;~~a' ! 15A 0.66 0.19' USE 4.0' 0.50 Ac. 25.7', US ' 156 0.21 0.06' USE 4.0' 0.16 Ac. 8.2' , US Site 2 16A 0.18 0.05 USE 4.0' 0.14 Ac. 7.2' , US 168 0.21 0.06' USE 4.0' 0.16 Ac. 8.2' , US ~ 17A 0.14 0.04' USE 4.0' 0.09 Ac. 4.6' , US ~ \ ~ 178 0.29 0.08' USE 4.0' 0.18 Ac. 9.3' , US 18A 0.14 0.04' USE 4.0' 0.09 Ac. 4.6' , US ~o 'Q ~ I \ \ \ 19A 0.67 0.107' USE 4.0' 0.37 Ac. 9 O,', US ~ ~ ~ ~ t 7' 7' , USE 0.15 Ac. 3.8
SURVEYING. JANUARY 12. 1990 AND FROM A MAP PREPARED ~ ~ ,Q 2 1.7', USE 0.50 Ac. 12.8'
BY BRACKEN do ASSOCIATES, JANUARY 15, 1998. DETAILS C7 , 2' , USE 0.14 Ac. 4.6 7' , USE 0.15 Ac. 3.8
SEDIMENTATION & EROSION CONTROL DETAILS C8 4. THERE IS A 7.5' UTILITY EASEMENT ON EACH SIDE ~ ~ . J i.7', USE 0.50 Ac. 16.9'
OF ALL INTERIOR SOT LINES. .2' , USE 0.16 Ac. 5.4'
THERE IS A 10.0' UTILITY EASEMENT ALONG THE FRONT AND REAR OF ALL LOT LINES. LEGEND .2' , USE 0.14 Ac. 4.6'
.2' , USE 0.16 Ac. 5.4'
.6' , USE 0.09 Ac. 3.6 .3' , USE 0.18 Ac. 7.4
5. INDMDUAL LOTS TO HAVE PUBLIC WATER AND PROPERLY LINE-SURVEYED ~ ~ ~ I ~ ~ ~1 ~ - ~ i~ \ .699 USE 0.09 Ac. 3.6
AND INDMDUAL PRNATE SEPTIC TANKS. PROPERTY LINE-NOT SURVEYED - - - - .39 , USE 0.18 Ac. 7.4'
6. DETAILS FOR WATER MAIN CONSTRUCTION ARE LOCATED CEMENT - - - - - - - - - i.0USE 0.37 Ac. 17.2
IN THE WATER MAIN SPECIFICATION MANUAL.
EDGE OF PAVEMENT \ 7. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL CONTOUR LINE - - - - 390 - - - - ~ ~ A
~ ~ \ \ ~ ~ I A=35 SF
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR CAN CONTACT THE NORTH CAROLINA PROPOSED WATER LINE Nlbl "ONE-CALL CENTER" 48 HOURS BEFORE DIGGING. PROPOSED STORM DRAIN SD 1 1 ~ ~ l ~ J ~ 1 1 \l \ ~I 3.5' 1 1 _ L A
1-800-632-4949 2 3 2 Fs- ~ ~ SECnON A-A
WETLANDS AREA /
8. OVERALL AREA: 3,240,176 S.F., 74.4 ACRES I I l \?92~- s~~ti i I A \ EXAMPLE -DAM #1A
CENTERLINE - 1 ~ ~ ~ ~ N hryh ~ I\ ~ 1 \ \ \ 9 S \ l ~ ~ ~ ~y ~s ~ \ STORAGE REQ'D 1.02 Ac.x1800 CF _ ~g36 CF WEIR LENGTH
9. AVERAGE LOT SIZE: 49,515 S.F. WATER METER ~ MINIMUM LOT SIZE: 20,000 S.F. '(ry S \ J ~ \ \ \ ~ JO \ ~ ~6 \ \ 1 ~F AC. Q 1.42 W=
TOTAL NUMBER OF LOTS: 59 FIRE HYDRANT 1 ' D / ~ 284~~ ~ VOLUME _ (35) (L) = 1836 CF ~ ~ Cw (HA 3.530A
l ~ 1 ~ ~ ~ ~ \ ~ L = 52.5' -USE w= 0.40',
10. TOTAL STREET LENGTH: 5,470.7 L.F. DRAINAGE FLOW ~ . - ~ SJ, . - ~ \ z8p~ USE 4.0' MIN.
SILT FENCE - x x x ~ 11. RECREATION AREA REQUIRED: 59e OF OVERALL AREA CONSTRUCTION LIMITS \ ~ . ~ 1 ` \ 296 ~ 0`~~ ~ r'LL9 ~ oo ~ ~ _ _ I - SURFACE AREA REQ D = 0.01 xQ~ ~ r I one" D ' n L f--3 L -9
3,240,176 S.F. x 0.05 = 162,000 S.F. REQUIRED O ~ ~xFS~ ~ ~ ~ ' a- = 0.01 x1.42 = 0.0142 Ac.
208,177 S.F. PROVIDED DIVERSION DITCH ~ 1, ~ ~ ~ I ~°\A Os As A~ s p I 16, ~ ~j SURFACE AREA REQ'D = 0.0142 Ac.x43,560 SF/Ac. J x,9.2 'E~- SEP 8 2007
ROCK DAM D ~ ~ I O = 618.6 S.F.
T r L = 618.6 S. F. /17 FT. = 36.4' 0 t -NR - WATER QUALITY WER&NO&ANDo
VELOCITY CHECK ~ p~_ \ 9 T0R.WVA T FR Bi?M
SCALE.
Ow4WN BY: REVISIONS SEDIMENTATION & EROSION C CONTROL N
Averette Engineering Co., P.A. SE"`"~ ,.•,~,,,,~:",.,o sue: N BAR K.A.Q. N0. DESCRIPTION DATE
~O_. ~ESSio,~. ~ti: Established 1970 ~ ` CHECKED BY: 1 ADD SILT FENCE PER NCDENR COMMENTS, REVISE LOT NUMBERS. 01 10 07 ROYAL WOODS -PHAS ROYAL WOODS WAY 4SE 3 1 100'
Address: CIVIL ENGINEERING : ~ Q 1 ~ 1007 M.D.AVERETTE AY
LAND SURVEY/N6 712 E. Lake Ridge Road S~~ _ PROJECT SHEET NO.:
PLANN/N6 ~ Raeford, NC 283 76 p2 t a t t DD-RovalWoods
F- 1 00
Phone: [phone] . NJ DRAWING NAME: PIan6 Plan for.' Chip Cothran ran 07~' ~ 5 80 CZ
' '~~,~~W, 'yq Fax: [phone]
DATE:
Web: www.averette-eng.com ~ December 13, 2006
Figure 5 -
S&E Plan of Ph. 3 with Wetland Impacts 2-4

i
(I
MN
JESSICA COU 46 13 couR r
~ ~
as ti
3 PROP FES#13 OP FES#14 36
RECREATION
AREA/
OPEN AREA
~ I PR 0
ST 'I STA. 3+ STA. 3+12.17 INV. 279.99
IN PROP FE STA. 7+ °o OP FES#15 ROP FES#16
A. 7+31.36 STA. 7+
INV. 279.70
r 00
45 45 Z AREA/ N 0 0
~ --Q.L'EN AREA 35 35
O 14
Site 2 C.+.. 2
WE i 'VETLAND CROSSING #l WET MELAN/E DR/ VE 300 WETLAND CROSS/NG #2
MELAN/E DR/VE
300
290 290
G
pR
3.~ NC 50 2s
280 M ~N a, 280
N> mac; o
ieN
W ~ Z
4? vii
S p 200?
DATUM ELEV
27'O.OID naru~r ~v 270.00
0 7 1 5 8 0
-1+00 0+00 1 +00 -1 +00
0+00 1+00
Averette Engineering Co., P.A. S~ sou-: oRnwN BY: REVISIONS
~~N ~qRp K.A.J. Np. DESCRIPTION DATE
Established 1970 =~0~• ~ESSi ' ~i CIVIL ENGINEERING Address• ` 2~28~OG.. ~ CHECKED BY: SCALE:
LAND SURVEY/N6 712 E Lake Ridge Road M.D.AVERETTE PROFILES 1 "=5o'(n)
PLANNING [>>of.,..~ nir ~n~~a = SEAL Rnva~ wnnn.c _ pNa_c~
021411 PRWECT no " %.0 1 5 (V)
DD-RoyalWoods ROYAL WOODS WAY Plan for.8 Chip Cothran y
Phone: [phone] I~~• ~~~,-•'~v~:~ DRAWING NAME: SHEET NO.:
Fax: [phone] F~ • PJ~~`• PIan6
! Web: www.averette-eng.com ~f . DATE:
December 13, 20066 n
Figure 6 -
Profile View of
Wetland Impacts 2 and 3

~ / / ~ ~
,2 ~ i ~ ~ i / / /
- ~ ~ /
~ ~ ~ ~ ~ ~ /
/ /
/ ~ ~ i
\ / ~2~6 _ / / N I / /
~ ~ / ~ - / ~ ~ ~ ~
RENEE CT.~ \ 1 \ ~ ~ / i 1
\ ~ , / \ , ~
FUTURE \ ~ Leo ~ ~ " 1 \ ~ /
E ~ ~ ~ 14 - I / 15 ~ ~ ~ 1
~2az~ 13 ~ 1 co J
~ ~ ~ i -z~a- / ~ ~
~ ~ i ~ ~ ~ ~ ~ ~~O I N QO~~/LPG / /
~
Q`~Q ry~~p,~p, \ \ ~Q ,yx 9 ~~Q ,fix 1 ~ / /
~ Q~'~Q' x`ti~0 STA. 0+31.07 ~ \ Q y,~ STA. 5+24.56 WA R VAL ~ / i /
11 ''~J• 6~ WATER VALVE ~ ~ . ~ ~ cn3 cn3 ~ ~ ~ 1 N3 ~ M o
/ ~ ea / / / i ~ ~ ~m ~
I TA. -1~ 0 ~ ~ ~ ~ \ ~ I ~ ~ '7V\
x6 TEE / i / i )0 ~ 5+00 - ~ +00 7+00 8+00 9 0
J ~ANIE DR~oo 60' R - PU lC +oo ~o +o~ o 2~ - - + \ - i ~ o~ - i I i 2++.00 ~ 2+ss~2 ~ 8 i ~ ~ eam
0 0
PROP. 6"WM _ - / , - . _ - ~ ~ ~ / ~ PROP. 6"W i ~P. 6"WM ~ ~ / ~ Z cn ~ (n -u ?o 0
i
\ / /
loo p4k
Q
~ ~ Q- ~ / / ~ / ! ~ \ Q ~~O ` / H ~
10 0 i ~ / / ~ \ ~ ~ / ~ V \ ~ I l / v~3 v~i3 cn 3 ~~J • o ~ = cn 3 / Yy ~ i
~ ~ 45 ~ o j ~ \ 36 ~ F~3~ / / ~~~p~~G I i
O / ~ ~ ~ ~ ~ V a ~ I J ~ 1 cna~~l ~ I ~ I ~ ~
/ ~ ~ 46 ~1 1 ~ ~ I ~ ~ \ ~ I ~ '1 35 34 / 33 ~ I I
N ~ ~ N /
i~ ~ / ~ ~ 1~ 1 I ' / ~ I \ 32 ~ / ~ I N
~ ~ 1 \ ~ \ 1 ' \
~ 1 ~ !
~ i ~ ~ \ ~ ~ ~ ~ ~ ~ ~ I ~
1 1 • ~ - ~ I 1
0 MELAN/E DRl VE ~p U
M~ 60' R/W -PUBLIC Cite 4
N
~N w
Q . -
~a
310 S TR~A!`~I .AM CROSSING
ROYAL I PVI T = L WOODS WAY
L W POINT ELEV 287.58 PVI ELEV 288.52 LO POINT STA = 10+86.10 A.D. = 2.83
HIGH POIN ELEV = 285. PVI E EV = 28 ' A. _ -4. - LOW POIN STA = 7+31. K ' :V = 288.68 '
+ LOW P01 T ELEV = 283. 2 _ -4.00 ~ 90.000 ' VC
300 - ' K = 30.0 3~
VI ELEV = 285 2 PVI S A = 7+61.36 12 .0000' V A.D. _ -2.15 ~ V = . 0000' VC ~ ~
A.O. - -2.00 ~ - M ~
K 30.00 D. = 2.15 ~r o
= 30.24 70.0000' VC M ~A N N N ~ M I~
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N N N N N N N N N N N N (V N N N N N N N N N V 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 8+00 9+00 10+00 11+00 12+00 13+00 -1+00 PROFILES ROYAL WOODS -PHASE 0+00 1+00
Averette Engineering Co., P.A. S~"~ ,.••~''""cA'''-.,, SE"`' ~RawN BY: REVISIONS
~N Rp , K.A.J. N0. DESCRIPTION DATE 07-1580 sC&E
Established 1970 ;~O ~~ESSi~~i~ = C!VlL ENG/NEERING Address: CHECKED 8Y: 1 ADJUST FG, STORM DRAIN, LOT NUMBERS. ADD STREAM CROSSING PROFILE. 12 28 06 1 " =50'(H)
1 ervn _Siiav~riNr. ~ ~ ~ ~ c ~ ~~e o:a,.e o„~a _ _ ~ 12~28~06 ~ , M.D.AVERETfE SE 3 _ .
PLANNING SEAL 1 "=5-(V)
Raeford, NC 28376 021411 PROJECT ROYAL WOODS WAY i y
DD-RoyalWoods SHEET NO.:
.••~~v Phone: [phone] %InEVS~ DRAWING NAME:
Fax: [phone] ~qFC D. ~ P~1F;.'• Pian6
Web: www.averette-eng.com DATE: Plan fora Chip Cothran in ~ c
December 13, 2006 Figure 7 -
Profile View of
Wetland Impacts 2-4