20061503 Ver 1_Design Plans_20060915

DIAL CORDY AND ASSOCIATES INC.
Environmental Consultants
201 N. Front Street, Suite 601 LETTER OF TRANSMITTAL
NC 28401
W'I
III "V V"'
910-251-9790 Fax [phone]
TO: Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh. NC 27699
DATE: 9/14106 PROJ. NO. -50908
ATTENTION: Ms. C ndi Karol
SUBJECT: Bayberry Farms Subdivision Action ID 2006 40390
071
2
WE ARE SENDING YOU: ® Enclosed ? Under separate cover via the following documents
? Shop drawings ? Prints ? Tracings ? Contract documents
? Copy of correspondence ? Change order ? Samples ?
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
? For review and concurrence ? For distribution and agency review ? Resubmit copies for review
? For your information ? Returned for corrections ? Submit copies for distribution
? As requested ? Prints returned after loan to us ? Return corrected prints
? No exception taken may be used as submitted ? Exceptions as noted may be used subject to comments
REMARKS:
A full size set of site drawings are enclosed. Seven copies of the Nationwide 14 Permit application with supporting doccumentation
and the $200.00 application fee check are being sent under separate cover. Please call if you have any questions.
If enclosures are not noted, please advise us at once. Signed 1?1'up 4 ?
F
CADocuments and Settings\Maggie O'Connor\My Documents\Maria\Forms\Transmittal Form.doc
, 20461 543
1
J
;

N N
• u
• f e,
• em er
SITE ~ ~ ,
TOPSAIL
HIGH
~ SCHOOL
OWNER: ruu~st~EAO UWDS, uc SHEET INDEX
Po sox 22n 17
wi NGT ,>w F' ~w
~s~ FAX: 910 251-dy79 _ ~ ) SHEET C000 COVER SHEET
.
5~1RVEYOIIS: ~1CKIM do CREED
~ ~ . r, ~ 243 N. FRONT STREET H.'<~_ ~ _r 'k: ,M., WIIMINGTON, NC ~A01 ,v. SHEET C 104 WETI~.NDS IMPACT EXHIBIT
PH: (910) 313- 'y
- FAx: [phone] . . N : ~ Y SHEET C 165 PLAl~ & PROFILE ROADS "A & D"
~i ~
CLIYMt 'S1~VE111NG SERVICES SHEET C 166 PLAN & PROLE ROAD "A"
PO BOX 10136 ~ WI NC 28404 ~ IMNrGfON. .
PH:-[phone] Ih
w F 10 602-3975 ~G AX. (9 ) F~ SHEET C 168 PLAN & PROFILE ROADS "E & F"
_ ~R
TF1011PSON 6c JONES h C SURVEY COMPANY ~G SHEET C 169 PLAN & PROFILE ROAD "E"
111 E. FREMONT STREET Q~ ti
P BURGAIM, NC 28425 ~ y PH: [phone] C SHEET C 171 PLAN & PROFILE ROADS "G & H"
FAX: [phone]
O,Q
ENVIRONMENTAL DIAL OORDY do ASSOCIATES, INC. SHEET C 172 PLAN & PROFILE ROADS "K & L"
CONSULTANT: ATTN: STEVE DIAL 201 N. FRONT STREET, SUITE 601
WILMINGTON, NC 28401 SHEET C 190 DETAILS SHEET
PH: [phone]
SDIALOOW.CORDY.COM
I
4 • ~ • ! ~
I i,
•F i~ ~
oo~ ~
a
~4 C~
.f'~ i
ry. t' I ~
Q
• •
cV
nc. su an s
•
~ • • •
- rvl n v n 1 n ~rvlces U
Z
- 104 1 rrv Suite D e tokle 107 S Y N H
. . Z
W min ton 28403 4
• 10 256-9300 i p.9 2QS
o,m m
fax: [phone]
zxcn 0
email: [e-mail]
zM~3
Z w to
2006 503 ow< ~wco ~::3 wo

SITE DATA TABLE WETLANDS IMPACTS SUMMARY -PHASE I
TOTAL AREA OF WETLANDS = 183.38 AC i ~
PROJECT: BAYBERRY FARMS AT THE PRESERVE, PHASES I do IIA , I
JENKINS ROAD -WILMINGTON, NC * ,r~• • • , • • • • • , ~ ~ ROAD CROSSINGS ,
# IMPACT SF IMPACT AC • •
( ) ( ) SITE INFORMATION: JURISDICTION. PENDER COUNTY, NC - • • , ,
(EXISTING) R-1 0 SF 0 AC \ ~ , • • ' ' PARCEL 1: R-2 0 SF 0 AC . .
PENDER COUNTY PIN = 3293-68-9211-0000 R-3 0 SF • • '
DEED BOOK/PAGE = 2575/317 0 ~ • , MAP BOOK/PAGE = 38 128 R-4 0 SF 0 AC t,•,•,•,•,• . , • • .
/ ~ • . ••r. SURVEY ACRES = 221.00 ACRES R-5 18,990 SF 0.390 AC ~ \ j • • ' , • , , • • • ~ TRIOON ENGINEERING CONSULTANTS INC
U-1 3,346 SF 0.077 AC • • , PARCEL 2: U-2 1,165 SF 0.027 ~ 107 STOKLEY DRIVE • SURE 104
PENDER COUNTY PIN = 3294-30-9992-0000 AC ~ \ ' : • °r • • • , • , • , • , • , , , , ' WILAMNGTON, NC 28403 ' PHONE: [phone] fAX: [phone]
DEED BOOK PAGE = 2742 227 ' ~ • / / TOTALS: 21,501 SF 0.494 AC
DEED ACRES = 207.4 ACRES , , . , , , , , , , , , • , , , • • , • • • • • ~ • ~t~' • . .
PARCEL 3:
PENDER COUNTY PIN = 3293-99-5473-0000 • • • • • • • ' DEED 800K/PAGE = 2575/320 , , , , , , , , • , • , , , ' . '
DEED ACRES = 83.99 ACRES • » . WETLANDS IMPACTS SUMMARY -PHASE IIA • •
TOTAL AREA OF WETLANDS = 35.21 AC • • .
SITE INFORMATION: PHASE I: 278. • • • • ' 00 ACRES • . •
(PROPOSED) PHASE IIA: 66.36 ACRES * • • . ROAD CROSSINGS • . • •
.
~ IMPACT (SF) IMPACT AC • . ZONING DATA: ZONED PD R-6 • . . . .'y' . . . . ~J
MIN USABLE LOT AREA. 6,175 SF 0 SF 0 AC • . • • • . • ` •
MIN LOT WIDTH: 50' R-1 0 SF 0 AC , MAX. BUILDING HEIGHT: 35' TOTALS: 0 ~ • • ~ • .
SF 0 AC ,'k~ci~tirig'WEtlhntls'. . MIN. STRUCTURE SEPARATION: 20' t USACDE'C~@TIFtED . '
..».........»....»..f.» ....1. Dl.'.......'.. - -
SETBACKS * ISOLATED WETLAND IMPACTS • . IMPACT IMPACT AC • . •
FRONT YARD: 25 ~ ( ) . REAR YARD: t ' - ' . 5 U-3 3,593 SF 0.082 AC • •
SIDE YARD. 10
TOTALS: 3,593 SF 0.082 AC - ' . ~ • . I I
LOTS/DENSCfY: TOTAL PHASE I AREA: 7 • • • • . • ' 2 8.00 ACRES ~ • • • . • • . J' - - - - - - - - - - Ili'
[PHASE I, i 61 LOTS] TOTAL AREA WETLANDS: 183.38 ACRES TOTAL WETLANDS - • • . • • . • .
TOTAL AREA ROADS• 1 IMPACTS PHASES I AND IIA , , • . 6 89 ACRES TOTAL AREA SEWER PLANT: 15.42 ACRES . ' . . . . . j'
NET USABLE AREA: 62.14 ACRES * ROAD CROSSI NGS
TOTALS: 21,501 SF 0.494 AC •i~~ •1 I I I q I
DENSITY ALLOWED: 5.00 UNITS/USABLE ACRE ISOLATED WETLAND IMPACTS , . I
DENSITY SHOWN: 2.59 UNITS/USABLE ACRE TOTALS: • • ' 3 593 SF 0.082 AC . . iii~f
LOTS/DENSITY: TOTAL PHASE IIA AREA: 88.48 ACRES
PHASE IIA, 89 LOTS TOTAL AREA WETLANDS: 35.21 ACRES • • C l
TOTAL AREA ROADS: 6.17 ACRES , TOTAL AREA PONDS: 0.24 ACRES ...Exi§ting'ilplbp8s~ .:A ~ M• 1 FROM PLANTI
NET USABLE AREA: 24.84 ACRES , , HATCHED AREA DENOTES WETLANDS TO BE PRESERVED . _-•+f~~AJ'•.`... ~.U \ TO STORAGEr ;~"~'~'~'••I 1,,
DENSITY ALLOWED: 5.00 UNITS/USABLE ACRE , , , , , • , • , , • , . `\`POND J it
DENSITY SHOWN: 3.58 UNITS/USABLE ACRE 1»',',',',',',•,`. , , , , .

~ ~ ¦ ~ ~ ¦ ~ a EATMENT ROAD'A' il" . 1 R/W PEOP J' , ~ PLANT i`
OPEN SPACE: REQUIRED (15X) = 41.70 ACRES [PHASE I] PROVIDED 203.98 ACRES 73.36X • DESIGN BY I '•i ~ ...,.t" OTHERS III. . . ; ~ G~ SPACE
( ) Y• Existin Wetlands • I`I
USACOE CERTIFlE 1t 1 C D] _ t t2 1 12 11 10 9 8 7 g 5 4 2 1,• i l'.! FOR ;
OPEN SPACE: REQUIRED (15X) = 9.97 ACRES 5 _ 3 • ¦ ADDfTIONAI. i f ' +I WASTEWATER i
[PHASE IIA] PROVIDED 38.24 . 4 1 ACRES 57 5 7i ` ( ) 1s _ ~ `.Existing' .Wetland's. r•' ~ 4 W ' / .'•'+`.'~t7SACDE'~ER'DFIl:Q]`.' ' t SPRAY FIELD
21 20 3e 37 82 81 19 18 17 i 39 39 ~ ~ 3s ~ 34 22 ~ WASTEWATER / ` • ••l (AS REQUIRED 24 26 1 ~Y Fl ~ ,'ti ~ BY NCDENR) ~j
83 80 64 59 ~ - OWNER: HAMPSTEAD LANDS, LLC - 33 ~ ~
PO BOX 2277 65 - - - _ ~ 40 27 t rl~ H
- • 1 WILMINGTON, NC 28402 , - ? ~ 70 71 ~ ~ 49 48 47 46 45 44 42
PH: [phone] 67 s9 ~ 5t FAX: [phone] ~ y ~ 72 52
88 ~ 53 i ~ ~ w ~...trT'. ~.t iii,,
73
ENGINEER: EDENS ENGINEERNiG, P.C. ~ 74 ~ ~ ~ - ATTN: JARROD B. EDENS, P.E. ' ~ ` ' . ~ , w
4 ~ 107 STT,TIq.EY DRIVE, SUITE 104 Existing Uplands r
(TYP) 95 194 ~r;~ 57
PH [phone] 198 ~ ( ) ,f"" FAX [phone] 193 7s 5e t
INFOOEDENSENGINEERING.COM 192 / I +tJ ~ a
~ 190 189 191 1
t ENVIRONMENTAL DIAL CORDY & ASSOCU11T3, INC. . Fs~ 113 I` "~1 W a
CONSULTANT: ATTN: STEVE DIAL 185 188 r'• 2 ~ r^ MT4 Existing Upl°nds Existin To sail I ~T , V1 ~ MM~i1l
201 N. FRONT STREET, SUITE 601 WILMINGTON, NC 28401 tes 187 ;e., I High School
PH: [phone] 110 I--------_ I ~ H O
SOIALODIALCORDY.COM 109 t1 I I ~
r~ • ~ 115 I I I I ~
n I I I I I / 11 B I I I \ \ ~ h+i 107 p, iT---_ - \ 14
fi•~ ~ 5i d~. i ` . 78 / I I~---I f-1~ 1~---~ i ` 117 I ~ - ( ~ ~ f.1
~ 184 . r 9 ! ~ ~ :,~t : ' ,c 05 118 119 I r-'~--~ ~ I ~ ~ I n _1 ~
~ ~ ~ ~ t:.~ ( 83 ~,'"~+r~? x+°~~ a "x'
~ 1 ~ ~ i Of 'V ~ r "85 99 : 100 101 102 04 I r l I f l ~ I ~ I' M 98' 99 ~ ~ 126 ( u ~ - i ` ~ IJ ti I ~ w r,~~
81 84: 88 89 98 ~ 182 ,?:»;r~ ' 91 92 93 94 95 98 9T - 127 125 124 120 ~ f l f l,` ~ I I I I ~ - I
Existing Uplands , , i nW,
(TYP) 181 199{ r' 161 ~48 147 146 145 1 126 I rJ I I ~ 1 I
180 " ' _ - i ~ 149 x:.. ~ 151 149 I I ~ + 151 150 144 ~ ` 12 121 ~ ~ I ~ _ ~ ? s,
~ t , 'r 180 153 152 r 154 179 r ' f 159 155 123 122 li 111 I ~ ~ M
Oi ~ 178 ='i ~ ~ 168 167 168 185 184 183 182 156
171 170 89 / 158 151 1 17 172 / 224 • ~ _J it ,~,_.__v_1-='/ I(~ ~ i
202 ~ ~ 17 173 . 203 174 225 , • • 130 II ~1 -----1'----% ~j~ ~---I I ' ~ 143 ~ 131 132 133 11 ~1 ` 1+ °-I I I
33 232 228 ~ . 2 ~ 142 ~ 134 jl lh~~:~, I I I ~ I I I I
204 209 ~ 231 2 ~ 28 27 210 236 • 1 II ~ 11 ---------~==~Ir I I I
1 t ~'E>tSi3n ~t~s, 21 ~ 205 2 213 237 2 ~ • •Existing.llYetlands • • • 'frU$1~OE CERjIFJEQ] ~~R~a ~ •t. ~ 1401 13s U I~ i~---------- i~ I~`I i I i I E ~~.Q~~ ~ J 38 II II I~ II I I i I I I I ~~uuiiiU~~
38 l'.. ~ 214 215 ~ 240 a gq1jSAGbE E~R~'I~IE - 241 242 , .•d . . f ~ zos 21s 217 243 244 245 F'.~. . 7 136 ii II I~ ~I t I -i~ I I I ~ ~AR i
207 ...~•.••w. 218 • / 1 ` • I I I , I , t ~ ~ ~ .•i . . ~ II a II I r ~--^--~-,I, ~ ~ ~.Q~~;9
. ••s- 219 • ` ? : 220 • V • • ~+i it ii li` ~ 11~--- ~ -----~,~1L - SEAL
I 221 222 ~ y ~ I . • • ~ 248 247 248 249 250 \ •
I _~I I ~ ~-----r--- .y; 31964 : ~
F~'~I~•~
~~~s - e........~~ ,,,~~~~~III'WH 1,`,`~~,,,
GRAPHIC SCALE PRELIMINARY
ENTRANCE ROAD "A" SCALE 1"=100'
y •Y •Y y y y y y y y y y y y y NOT FOR
y y y y y y y y y V ,.y y y J•
.y y ' y •Y y y V' V y ~ I. I i CONSTRUCTION
•Y y •Y . ~ r~. y • y y y
rr y ¦ ¦ I 1 i mob = goo rt I HDRZ scALE: r =200'
y I vERT. scALE: wA
~ v - - - '
I DESIGNED BY: JBE I I
y I ~ I ~ DRAWN BY: ~E
I CHECI(®BY: J8W
DATE: AUGUST 18, 2008
dE m W W HANh m m 1 1 PROJECT NUMBER: 03845-M9W
W W W W W W, W ~ ROAD'A' W L~ I / I I I
W W W W W W W R/W DRAWING
PEOP W W W W W W I ' 11 I
W / d' W W W W W W W ~ ~W W W W W W W . I
W k' W W W W W W
W W W W W W W,• ,
Y

~ ~ ~ ~
F F
F - F F F F F • ~ ~
\ F ~ F F
F ~ ~ p/.. F
1 ~ ~ f /
~~V
'O 'C ~ ~ l \.r ~ TRIGON ENGINEERING CONSULTANTS INC
. ~ \ 107 STOKLEY DRIVE -SUITE 104
F _ f F F F _ l _----oo ~ WILMINGTON, NC 28403 PHONE: [phone] FAX: [phone]
.r / F F
r
L I ,
w _ ~ 1k _ _ L o
~ ~ \ ~
I ~ • ~ ~ o ~ ~ ~ ~
- ~ . o - ,
F
~ ~ ,
F DO .25 _ ~
N F ,
F F
b N F ~ F V ~ , ~ ~ 79 }
v F FH&GV 1,
F
i'
/ ~ _ F ~ - i ~
- ~ ~ 9 ro~ ~
~ ~ F _ x h ~ ~ ~ g~ ~ -
z F yO
D~ ! \ O L ~r^ M
.a '~~i t 0± ~ o 1 ~ 80 ~D ~ I 6s +i
I I 5$ F m I+ F ~ o F F m ° ` ~ ''83
~ F ~+o ~ ~ -
F - F ~ ~ F D~ 1 ~ 1
~ a L \Vj L y L \ ~ L
M \ ~ am ~ • \ ~ 11 I / \ .
~ ~ ~
C ~ ~
_ _ _ _ - ~ F F - F F ~ F F F
~o ~ F ~ F ~ W ~ ~ 1 \
F ~ F F F F F
F ~ F F ~ ~ ~
G A C SCALE R PHI ROAD A -PLAN VIEW ROAD'D' -PLAN VIEW GRAPHIC SCALE
SCALE: 1 " = 50' so 0 zs so goo zoo SCALE: 1" = 50' so 0 2s so r~o 200
{ LN FEE'L' ) { IN FEET ~ W
1 inch = 50 itn 1 inch = 50 !t. u
rH+~y'
~ U
HIGH POINT ELEV = 59.41
.1 __.._.___~.._~.~.___.T E~ - _~,.Li1G =_.66.+65,94._. E l V1~ W Existing Cente~iine Gra ~""1
L W POINT STA 68+34.42 PM 5T = 66+89.02 i PVI STA = +09.84 Ph 9 61 ~ ~ ~ ~ ' 5.
~ ~ y PVI ELEV = 57.75 ~ A. _ -2.11 i f ~ o
I ± ~ - ( 1 A.D. 07 i K = 47.31 1 f ; ~ ~ a
i I I ( K=48 ~ ( ! ~ I !
` I { ~ 00' VC ~ ! ~ ! ~_~__~.__.a__ . 1 FI~iSHEO CENT R ~ ~ r^
~ 1 I ~ ~ I I i ~ i ( I ~ z ; V L
I a + I } ~ E I ~ I s ` ' 3' MIN ` W
O ' f 1 ~ ~ I 1 N I I M I ~ ! , ~ s d' j 0 0) M I I f B g C900 PVC Wq : C VE~ • ~ _ TfRL_ I_ NE Q
{ i i j ~ I ~ N' of ~ I M~ ~ I
0 ~ ~ ~ ! ~ e- ~ N M + In ~ I E I I I O O 1D ~T -J~, V ~ ~ ~
~ W ! i ~ ~ ~ W ~ U1 U I OJ ~ N ~ li.l I ~
~ ~ O~ ~ ~~r-~ yl I U~~ i U ~ + j ~ I ! ~ Q ~ Vl mI ~ I ~ i W ~ ~
s 1 Q U i I i I e - 1 a pro i i , I ,
I ' ~ E d~ ~ I I , ~ ~ I f ~ W ~ A
W i I ~ ~ I ~ ~ _ ._____4 _ I ~ ~ 5D Z
„I, ~ ~ i i ~ ~ ~ w ~ a
E ~ ~ ! - ' ` ' ~ 0.579 i
. , _ ~ i . .
E I 8i C9 ~ I ~ ~ i i ~ WA ~ , ~ t~ I ~ ~
~ ~C 1~RlJNE ' WETLANDS ~A~U~ ~v I ~ i a oo ~
_ R..:~.. i
TO BE CARRIED ~ ' I t0~ ~,d O~ IAN
~ r 3RIDGE THROUGH i I ~ ~ ; WATERLINE TO BE CARRIED ; . R ~ ~ UNDER BRiD~E THROUGH ! j N~ tpp~ N~
CONDU ~ I i + , CONDUIT I
I ~ i j I ~ ~ ~ s
I 1 , ~ 11+00 tO+00
~ I i I ( f i ~ i ' ,~Itlitllll~~~~
' ( ROAD 'D' -PROFILE \ ',~~~•'~AR°~~~',,
I , SCALE: (H) 1" = 50' "Q.d~;9 Q "s
I ! ' . ~ ( I i ~ ` N) = 5' - SEAL ?
r w~ 319fi4 ~
I a I ; ' ~ . ; ' ~
I ~ t 1 ~ I 1 ; ( ~ ~ F I i ~ E { ~ f i e........~~ .
s I ~ I ~ j ~,~IIWH~~,
i y ,
< f . i ~ i i ~ ! ~ ' PRELIMINARY
NOT FOR
~ E i I
i ~ i i j CONSTRUCTION
' i, ' ' ~ ~ ~ '
f HORZ. SCALE: i' = 5a
VERT, SCALE: 1" = 50'
bM ~n NO N~ po00 O~ c,N ro°' nN nn nn c,n Mao MoD ~N ,d.a N~ ~n M d .d0 .N .N O~ ~n oil ~N 0~ .t0 .N r3 .a0 t0 N f\~ ~o rnQ rnc; rnc, mc; rn rn ao ao n n n n n DESIGNED BY: JBE
n NN N~ NN ~D°' N°° Sao NaD ,~n Nao uyro N°' poi N°° ~n ~p ~ N ~ iA N N N N ~ N ~ N ~ to DRAWN BY: JBE
I I I I I I I I I I I I 1 I I I I 1 1 CHECKED BY: Jew
3+00 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 DATE: AUGUST 18, 2008
ROAD 'A' - PROFILE SCALE: (H) 1" = 50' PROJECT NUMBER: 038-06.059W
M 1 " = 5. DRAWING
Cml

~ w
r O m g r 0 V 1 ~ ~
~ m ~~.'y'''f `~7 01 V ~ ~ '
< S V ~ O O o o CD g~ 64.0 , . _ `d .0 ~
65.68 I ` 1 ` i ~ ~ ~ ~~o
I I i ; i w~ b y i I i ~ i I ~ m
i i { i m (n Ui ro ! ; ( ! f i ~ yQ7 ~p I I I ~ ~ X
r ~ ~ i f I t I r
I I i ~ F + 64.0 _ _ ......I....._.____._ _ , C
o 65.34 , i ( ~ I c E ~ ~ o ~ ' ~ Z i ~ I o W
a ~ ~ k i I i g"i ~ ~ ( i C 0
' ' I ~ F~1 I f i ( I
I ( f I } ~ ~ I F I I i o
I I ~ ~`0 64.0 _ ~ ~ ,
64,98 ~ } f i I I . ! ~ i
I f I f r m
r j I ' i z ~ c
i ~ m ! j N { ! ~ I ~ ~ ~ ~
~ 64.0 ~ s I
0 64.61 I ~ ! ~ 4 o
I I I f I i ~ 1 ~
f ~ I ~
I i ( r i d i I
I ' ' i I T+0 f 64.a . _._.l_.__ t _i. ~
64.25 I 1 _ I W -
i J < < I ~ I ~ ~ ~ I ~
i ~ I i i I j ~
i ~
! I ~ ~ i I I ~ ' I w 64.0 ~ ~ , ~
0 63.89 I ~ I i
O ~ } f II g ~ 4 I
1 ~ I ~ b { I ' I i I ~ I ~ ~x x
I I I ~ i ~ ~ } ~ I II
I ~ ~ n (V ~l j ' s ~ W ; Q
64.0 I f o _____w.________.~ _ ~ 63.52 { I ~ I I V1
t i f ~ q \ 1 I S'* g
I I I ~ i ( i i r j r ~ ~
I ~ , ~ , ~ ~ 1 I , ~ . i V i i t {
s ~ ~ ~ m I I I E j E
N 64.0 ~
0 63.16 ~__..__~..__.._._.T_.-- -.-------i...--___.----_ 2± ° I I F
} ! F F ( ~ i ~ ~ I
1 I ' ~ N I { ~
! ~ W ~ F i i ; ; Q1 ~
63.6 i i
62.79 I I I 01 ~
i i ~ ~ ( I ~ I
~ ~ ( I I m I ~ F
I ~ W ! w J ' ~ i ; 3
w i { ! z rn z ' N 63.5 I _ --__-~-----a 1±0
0 62,43 I ( m o ~ o i
I i ! i 1 ! ~ 4 r t j m
1 f E Z
f ' f r. ~ I F~? I i c I r
I - 63.2 I I ~ 1 z ~ ~
r - ' ~ 62.06 ~ ~ - ~ ~ , i o ~ ~ ~
} i f i ~ : ~ I 1 I f 0 l ( I }
E m I I N
~ ~ i ~ I W
w 1 I ~ ~ ~ W 0 63.0 I i 0+10
+ i~.___ _w_,_.._.____~_ 0 61.70 I ~ ~...__..ti _ - _ _ i i I
o ! f ~ i
I I ~ i } i i
f i i ~ ! ~ I ~J i i ~ ~o
E I ~ I ! ~ f ro I ~ ~ 1 I i I
62,9 I r ( i w_ i ___.ww.__....__ N , _ 61.33 I 1 ~ : I I _ _.___.r______ . _ _ i
i ~ i 1 i ! ~ i W
1 ~ I I i ( i ~ ~ N
~ ! I I ! ( ~ i
~ ( ~ r v I
m 62.8 a_ 9+0 ..r .._u_., 1 I
0 60.97 ~ i ~ _Q~1 ° E ~ ~ V 1 I I f ~ ~ I I I !
I 1 i i ( i r I !
i I I
{ ~ f I N
} 63.1 ~ ' i ~ _ ~ W . , f._._ .i-_._,..._..__.. .-i_
60.60 I ! ! i i E 1-"' ~ i ~
I i ~ ~ E i 1 i ~ i I
I t I } ~ N i
' ! i ~
v j ! ~ , ~!1 , _ , , ; ~ ~ ; i 8 ~ r. 63.2 _ ~ ~ ±0
0 60.24 i f j ( ` I I i
° 1 i ~ EVCS: 77+83.04 N I I ~
1 I f ~ EyCE:60,11 j j Q i ~ i _
i i ~ i I i
s2 s
59.91 ~ s ~ ~ M..~ I ~
~ i I v ' i ~ ) I i ' ~ ~
~ ( I r .Q / ' I ~
1 ~o
~ N , ~ I ~ ~ ~ ~ ~ ~ 62.2 } ~ < o -a N 7±0 f'-----
0 59.75 I C i II ro o r z
o i I ~ I o i(' N .
1 I ? oWtO d ~i { I I ~ I ~ `i
61.9 + I I - ( i ~m - i. 59.75 ! ~ w
~ ; ~ I i ~ t o I I i i ~ . E i
~ N 1 I f } I ,
j i ~ i w f AO ° t
I v i
61.9 .m - 0 59.93 I _ ~ . ~ z--
o I I } I I ~ BVC~:75+83,04 I i
f I _ I
i E: 60.03 1 i r { ~ I s
( I i
I ~ ~ N
_ - - _ 60.25 ! I ! .f
~ i J c I S: 75+30.93
: ~ ~ ~ '
I i I E: 60.37 { i i ~ ! I ~ ~ i
~ + i ~ 2 0
~ 61.3 r i ! I v R°
+ 0.54 ~ ~ W.___._rt 0 6 i ~ `1 ~ ~ ~ a ~ ~ ! w
j ~ i ' i I i
f ~ ' ! ~ _ r ! ~ F ~ _ CT F
I ; ! I ; _
~ r st.o ~ r ~ _ . _ _ . _ _ __e _ D_~ N p ~
- o ~ 60.70 ~ v -zi z
e ' ! i o II ~ D I a ~I! 'N~
r i ~ ~ ! i Dr ~ I ~ 0 I N'
n I~N~ p I ~ ! ~J~WV II kki
a , J ( I ~ ~ ~ 60.4 ( ! ! ~mNO
0 60.72 _ ~ . ! I _ r._._._ i,, o ~ . a ! ~ UW ~
. ~ l i ~
~ i i I
' } ~ 1 i I I ~ F F '
I i i i 60.3 ! i ~ ~
60.58 _.~s_...~_.__~. _ ..__t_._.__.. I i i F F ,
I ~ F I I ~ ~ BV S: 73+30.93 ~ ,5x~
C D ! ~ - z m I ~vCE: 60.49 I ~ F N
°m~ v I ~ I N
i z -p . . ' I w
59.8 ; ! i vm ~ ~ ~ ~ ~ ..,._.M__ . • . ~ ~
0 60.33 t v ' ~ ~ ~ mW ~ ! j I
~ ~ F i ~ I ~ F
pA I 4 ! zp • . I ~ /
! ova i sum ~ F F F .
~ ~ F 59.4 ~=v j 60.07 __y._.__~. . ~ _
i I I F F ~
. ~ F ~ ~ ~ F j
l
j ~ ~ ~ F F F F F~ ~ F I I ~ v I .
N ~ i + 59.2 _ ___u___.._ ~ _ _ _ .M ~ E- E-
0 59.80 ~ i ~ ~ ~ j I
E I I
I ~ F I
I { I i !
59.2 _._.__~_.__~~...,__.a..._._.__ ~ _V..~__, ~ F ~ F
59.54 ! ! ~ I
F - I ~ E F ~ ~
I C
~ F ~ F ! F F ~ F F 59.8 ~ '
°0 59.28 ~
CL INTERSE ON
ROAD i
F ~ ~ ~ ~ ~ ~ F ~
~ ~ ~ ~ E
~ D ~ m f~ _ ~ ~ m ~ ~ 7. 0
m ~ ~ Z
m r m Q ~UUUryr Z ~ { b rrrr 6. m V z m
< m 1~d I ~ Vi
. ~ . •:'U 0
Q r w m H 4. ~ < ~ ~N ;n= ~ v
L L J J • Z ~v'z
~i r e ~ ~ ~ . o . fi ~ D$z~w
,,F ~ ~ ~ y ,,,y a z. N a,, X Z
~ c %,RS ~ rrr, T m CC
p r.r.. o W ~C y ~
~•i N oo~ ~ ~ ~ A~
N . H ~ REVISIONS pA'~ N <
n

I _
_ . + r _ ~ ~ v w W ~ l _ 1
t ~ i ,
1 ' 97
1 ~ FH&GV + +0 +i TYP)
95 96 _ _ of ~ I , _ ~ - TA~C~IV

~ 8" C900 WL ' ~1 .1 TRIGON ENGINEERING CONSULTANTS, INC.
107 STDKLEYDRIVE -SUITE 104
~ 6 o I +I I o 1 6" TEE ~ WILMINGTON, NC 28403
I i ~ o o ~ GV PHONE: (910) 25&9300 FAX: (910}258.9302 6
+I ~ ~ i ~ ,
~ ~ ~ 6 o o~.._ ~ ' ~ -
~x .o Gv ? y ~ " ~a--- _ I ~ ~ ~ ~ ~
~ o ~ +I 148 ~
I ~ ~ ~ ~ ~
~ ~ ~ 0 of I +I I ao • 1 TEE ~ i y ~ f
6" C900
WL ~ ~ ~ o ,~x~ GV , ! 149 I
• i ~
~ ~ _ 150 ~
.r- - I 151 I
• ~ ~ k~ i~ ~
1
152 j ~
~ ~ ~ R PHIC CALE G , -
' -
p ~ ~ ~ ~ ~ ~ ~ ! I I t~ I~
• J ~ ~ ,
~ ~ 1 y ~ ` . ;
(tx ~~r)
1 inch = 50 ff~ • ~ rl
HIGH POINT ELEV = 64.48
HIGH P41NT STA = 44+98.52
&'F' -PLAN VIEW ROADS E PVI STA s 43+95.92
SCALE: 1" = 50' PVI ELEV = 85.37 A.D. ~ -1.70
K = X93.66
HIGH POINfi ELEV = 60.77 LOW POINT ELEV = 60.26 ~ 500• ~
HIGH POINT STA = 55+94.55 LOW POINT STA = 54+49.30 PVI STA = 56+18.40 PVI STA = 54+52.82
E i. ~ I i ~ I I i . I
1 i i I t t i 1 1 i i A.O. _ -2.11 ; A.D. = 1.05 ~ ~ ~ I I i ~ ; ' 1 ~ ~ I
f : { ~ i K-47.44 I K=12.42 ' ~ I ~ ~ ! f i i E j ,
i ~ i ~ i I ~ I j ~ 1 ~ I I i ~ L I 100 VC f ~ 150' VC ' j I ~ ; I i 1
I I I i FlNISHgqD CENTERLINE RARE ~ ~ ~ j t T 1 ' f entedute.-Q I W t0 ~ i1 { j k ` ' ' 1 ,EAtEdIUC.--QF4LIC~-~-_. __._._`~...._...~.._......._w.....,st;._ -.~-____.e._,__,_._....w..a__--_-~.-_____.....~.._..__
' + ~ ~ ~ fade; _ _ ..m~_.._.._.__ ~ ,
70 I i ; j 2, i ~ i f r i O i ~ ° N Z I i i Ot ~ I + a. N Ft ~ ~ i
O r i r t g p ~ ~ r a •r ~ ~ I ~ I I } w~`M ~ ! I ~ ~ i I I
00 N i + O N p + p W li iA 1 i I + t0 ~ ~ c0 , + tp ~ i tD ~ O I M W O j ~ I+) + f i 1
+ coo ~ t N i ( ~ N ~Q c0 ' I ; ~ ~ I + ~ I ~ ( U I lil I ~ W W O I ~ Z 4 ~ _ 1 ~ ~ ~ ,
i vi 1 rc t I w N ~ ~ ~ ' _..._.~1---_..~_ -'1 U 3 s U dj - I ._L~_
t4 _.-1-.,~. W ~ 1 U I ! i ~ ~ 4 ~ U ~ i i i + ~ i 4
1 S ~ } I i I { I E I i i, L..- ~ i ~ , 4
I -0.50 - 1 E I + ~ I i I - f ~ ~ ' ~ i ' ~ ~ I
1 1 + 3' IN. I I M 1 I C VER; 8 C900 PVC ' " 'WATERLINE ~ , s c9oo PVC 1 ; > I ~ .
! j 1 ~ ~ 0. ~ • 1 - - _..._..._~__r_~___...... . , + r , ..w_~.___~_l_..__________~_~_._~...._,..~..._-~--_-.__..._.~.._.~- ~---.m~,~... ___._w . i - ~ ~ 6i 1 j ! ~ j ^
60 - ' I ~ I I f ~ 1 H i I ! I E E 1 t i I 1
~ ~ i ~ { ; ~ S ~ I I ~ ! i
I + + I / i ~ ~ ~ 4 { ` I iIi 1 ! ~ ~ ~ ~ i I i j
{ ~ I I ~ I t ! ~ ~ ~ - _ i _ ~ _ _ _ _ _ I I ~ ~ I ~l ~ ~r^,
' 1 ~ ~ ~ I W
(YN.MERT 1 NO INPAGf ~FI t ~ I j , j ~
i t ; ! ' ~ ~ I ~ t i 1 I i s . { ! i ~ ~ W W
_ { i i I I E ! i { f i I + ' i I , y ~ I
i { I i i ` ~ t 4 f 7 i ! i < < - I-- i I ~ ~ ~ ~ V1 ' ~ ~
{ r i L._._"_...._..._._. _._T..._
~ ~ ~ j i I I E } I ~ 1 i
a ' ~ ' I ~ i s ~ j } o 0
r s I i + ; i ~ ~V
i i j 1 . I - 4- ( { }
~ +
i i ~ I 1 } ! y t ~ f ~ F W I. l ~ I
I f j i i i
1 + { i ~ ~ I i i ~
1 i _ _ _a+.-.__~ v . + I I a ~ 3 E s
40 ~ i , i {
' ? 1 j ' i i, } ' ~ ;f ~ ~
l ' j i j i I 1 ? I 't ~ } ' i i ~ r ~ -
t + i ! t i I 1 t { F j i i ~ ; i
+ + ......_w .~r.~,.__.__.-.,_._.._.~ .._..r-._._.~____,._..~-. 1 E ~ s ~ ~ I~
I
i ! 1 I 1 r j 1 i ' i t ~ ~ 1 t ~ ~ ~ ~ ~ I ~ ~ ,I S
4 i ! + , 1 i i r 1 f ~ i t ~s ~
~ j ~ + + r ~ 1 Z i s I ~ ~ ~ i i ~
1 t i i ~ 1 + i ~ i ! i + ~ `111111(1+11A111111~/
i ' " • i
O ~O NM Opp mM Op OM Op O~ p~ OM N~ M~ ~O .M r O M n~ t0~ cOr Np r .N .M IA .07 O M ~ N N N lV CV N ~ O~ aDp r d' Or ~ Np N'- Nom' tCl~ SON lLIN 10~ tON 10~ m~ u .M rn~ oo eM 0D~ oM ~o~ r`~ ao~ ~ ~Q~ ""~9 p~ m~ m~ ~o~ m~ ~ ~ n ~ SEAL
o~ m ~ m~ m~ m~ ~n a ~ ~o ~ ~ ~ ' f'= 31964 ;
' '
i+00 47+00 46+DO 45+DG 44+DO 43+00 '~~~f''FN~INE~:~' ~J~
54+00 53+00 52+00 51+00 50+00 49+00 48+00 57+00 56+00 55+00 WHI %11111111,,,,,,

ROAD E -PROFILE PRELIMINARY
SCALE: (H) 1" = 50' ' ~ { (V) 1 ° = 5' FINISHED CE RLINE GRADE I I ~ I
I ~ NaT ~oR
~ ' -0.53X ~ i i ~ CONSTRUCTION
1 C VER F I , i , j r , + , HORZ. SCALE: 1" = 50'
60 ' t + , I ; TERUNE ' . A _
r 6" C9C~ PVC VERT. SCALE: 1" = 50'
s ; ---~~-r~ 1 Existin ~ Centerline Grnde 9' DESIGNED BY:
DRAWN BY: JBE
CHECKED BY: Jgyy
---___.~.v_._a +
i DATE AUGUBT 18,2006
i
PROJECT NUMBEf 038-0 5-0S9W
i DRAWING
f 1
BAT" MxV 50.00
' ' _ m r o or o" ROAD F PROFILE 00,~ oao co r N o .0 N N .-N C'4 C-4 C4 (NON Ci,
SCALE: (H) 1 - 50' to co co co co m 17 m co co 0 o 168
10+00 11+00 12+00 13+00 14+00

~ ~ ~ ~ , . , l ~~2 u-`,
~ ~ 1. ~ e
~c- ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J
~ ~ O ~ r
1G- ~ 1G- ~ 1L +
1L ~ • ~ 1 ~ 1
~ w ~ ~ ~ ~ ~ ~
u~ ~ ~ ~ ~ ~ ~ TRIGON ENGINEERING CONSULTANTS, INC. ~ ~ ~ ~ 107 STOKLEY DRNE -SUITE 104
~ ~ ~ ~ ~ ~ WILMINGTON, NC 28403
~0 ~G- ~ ~ ~ ~ ~ p + PHONE: [phone] PAX: [phone] . ~
~ 1 ~ ~ 0 ~G- ~L ~
~ ~ ~ ~ ~ ~ / 4 _
4 \ ' ~ 1 ~
. S 1{/ L p ~
1G _ - . _ ~L ~ .9 ~ o _
~ ~ ( ~ 1 , ti- ~ ~ _ _ , ~
~ ~ ~ ~ u- ~ ~
O
1~. iG- ~ ~ . , , 1L ~ ~
~ l s 1 ti
~ 0 _ . 1 . - ~ 8 _ 0 4 _ . ~
~ ~ ~
1 b ~ 0 e w ~
W ~s ~ iG ~ ~ ~ ~ ~ ~ , IG-
~ ~
1 ~ S ~ ~
~k il, 1 1
6
`
1 ~ ~ 1 1
6 ~ - ~ > ~ ~
1 0 S ~
k _ _ _ _ _ ~ ~ ~
3'
1 ~ 1 '°~N Ow~• 32
0 1 4 oar
10x, n C ~ 6 ~ 1 Oe er• 93~ 0 e p g
~ ~ ~ ~ ~ e a q eha 8`6
o ~o is ~ Z° ea B C"es; e" ~ `~60
1 1 ~ ry n~h9.• °°k/ ~0, `ADO
~ ti ~ ~ GRAPH ~ GRAPH SALE Rq Apge S2 q y e° 0
o ~ iL o is so 50 too 200 . - I S ara ° ~ m ~ ~ ~ ~ ~ ~
k1 G rn
I ~ (x}00 I ~ ~ ~ p x 22 f2 ~ Ea.
~ ~ ~l- IN FEE
1 . 1 R 1 inch = 50 ft.
/ ~ p,,. s ~ HIGH POINT ELEV = 6.3,26
1 A : HIGH POINT STA = 29+42.47
' ' -PLAN VIEW ROAD E PVI STA = 28+36.62
SCALE: 1 " = 50' LOW POINT ELEV = 59.53 PVI ELEV =64.06 A.D. _ 2.21 ;P'I'1;
LOW POINT STA = 37+69.58 K = 181.36
PVI STA = 38+48.85 U
I ~ PVI ELEV = 58.80 I I I ~400~ VC ' I ~ ~ ~
A.D. t .72 ' I i ~ ~ E , i
i f j J K= 32.58 1 { ~ ~ j i i I ~ ~ ~ ' I I 7 ! ~m ~ }
40 VC I i i
i I I 1 I ~ - ~ I i f i LINE GRADE ~ i ~ j I lFINISHEO CENT _ I IE M o ~ ~ 6 ! _ ~ _ _ . W._ W
_ I E ~ 4 ~ ~ { ' ' ~ ~ ~.._____-~.I-.___ , - ~ w ~ -Existing C~terline Grade`I~~~ i ~ ~ T/~ ~T~ r ,
I i j j I } i 1 i I I ~ i M
N O I ' i I ' tp i I ' ` I I i O j ~ N ~ i ~ j ~j j I ~ ~ ~ I i I~ I ~ N ~ ( ~ + ~ ~ V1 { i ~ ~ N W W
k d} + ~ I ~ 1 j ~ ~ I J ~ j W ~ tD Z ~ ~ ~ ~t ~ ~ , I ! j f } ~ ~ ~ V ~ , ~ U U ~ ~uu
s f Q m ~ Z ~ ~ ~ j j 41 j ! h tot , I r
I UI W i F- I IiJ ~ ~ i N U=~M i _ a , i i '
; H ~ E fY D n~ i I ~ x
i I Z~ ~ I WaM I i ~ ~J ~ ~ I I ~ ~ ~ w ~ • ~ ~ ~ ' ~ ~ ~ 0
~ ~ Q J ~ i f ~ I I ~ J W I
i U ~ i i i ~
i I I ` ____-.L ~ I , ~--__y_.__~._.._;____.-..._.~__._...~~. • WATERLINE M~^ ~ h~'~1 1
3 I 3' MIN. _ . . y _ _~,._.._..w.,_. _ I , ~ ; i C R ~ ~ ~ • , ~ ~ ~ • • • ~ i ~ ~ ~ ~ ~ _ ~-r,.~
, i r . I W
a ~ ~ 3 ~ 9 ~ P .i ~ F ~3 ~T~
I _ E ~ ~ I s > ~ _ _ ,
i C i ? ! _ i I w .-_.-_T ~ ~ ~ r------~ ~ Rai
j I i r i it 1 ._,....L__ .Jr.....-. ..i.~--._.,...-- ~ i ~ ~ i~~ I ~ 1 WETLAN~S TO BE FILLEd I ~ ~ i ~ ~ .Ed ~ I ~ Ii ~ I i W
I ~ i I t I J ' ~ ~ j ' I ' ~
~ ~ ' { ~ ~ I i
i ) { I { i ~j ! i + 1 I k
I ~ ~ ; i t ' ; i { ` ~ i ~ .__e._......~....._ i I t ~ . _ f } ---r---- ' ~ W i ~
r 7 . , ~ Y _ 1 ~ ~ I i ~ i ~ i
~____.~J-e i I f i . ~ ~ ~ j I ' f , ~ I ~ r. ( i i ~ i C l !
I ~ t , f _ ~ c s i j ~ i j I ± ' ~ f i 1 ~ # ~ i ~ i ~ i i ' ' ` E 1
€ t l f s , ' ~ ~ f ''j i ~
~ t i I i I I i ~ I t { ! )
' ~ i E
f ~ i f I ~ E i 1 ~~nuun~~~r
Y 1 ~ ' i ~ ~ ~ vv~` ca~o'~-, ~ i
E , i . i i , i I 1
' i I t y l ; i ~ i i
i ~ ~ I I j _ _ -_w-._. _.._~___.....-.---y'----__ -r----~ w____.--r- ~ l ~ j j ~ 31964
j i l ~ ~ i ~ I i ~ •
i I ~ ~ ~ I 1 4 1 t t i I i i i I '
j i i ~ ,
i ! ~ 1 i i j ~ ~ ( " i 1 j
I _ i ; 4 , ~ j ~ 1 i 1 ' P Y j ± 3 ; RELIMINAR
h_,.._.,.......__... --..f........_._....,.-...r.._..~.~.,-e......._..~_~.,.,._...~...__-. , _ ~ j ' M.. - , I I i _ ~ 1 ! 1 I I , ~ ~ 1
j i , j I f 1 j ~ j ~ NOT FOR i ~ i j E i , ~ ' CONSTRUCTION
! I I ( i ! i s j 1 r i ' ~ ~ I F
~ i I i ( I ~ , o t ~ i j i I j } ~ ! ~ i I
i j f ' 1I
i i I i ; I HORZ SCALE: 1" = 5P
M ~ ~ O ~ O r r M ~M ~N 0DN rn~ ~N ~m p°i VERT.SCJLLE: M ~p W p d M M fV N r i M t0 t0 t0 10 fD " t0 t0
N O O O~ NM `rtMD t0~ n0 OM Nrp d'O O~ OM O~ ~ tON r tAN ON `tN O~ ON OGO O~ pOi Oaj OD ~O 00 ~O ~p~ M~ rD~ ~t0 t0 ~ ~ to ~ m m ~ f0 ~ to `0 m ~ DESICINED BY: JBE
N0~ .d ~O s0~ (O~ t0~ c0~ c0~ tDtD cD 10 ~D DRAWN BY: JBE
tNON t0~ fD~ ~t0 ~ ~D O
35+00 34+00 33+00 32+00 32+00 31+00 30+00 29+00 2$+00 27+00 CHECKED BY: Jgyy
39+00 38+00 37+00 36+00 net~• eilf~IIST 1R 2006
42+00 41+UU tvrvv
PROJECT NUMBER: 096.05-059W
DRAWING
D'E' - PROFILE ROA
SCALE; (H) 1" = 50' (V) 1 = 5
169

I o . G ~ ~Qw ~
~ / ~ << ~ ~ 6 ~ ~ ~ i~~ ~ o ~
~ ~S \
i ~ / ~ ~ i ~ ~ ~ ~ 0 0 ~
~ ~ ~ ~ ti ~Q ~ ~
~ ti ~ ~
r ~ TR
.0 ~ ~ ~ D ~ 0 ti
~ ti 6 . ~ ~ ~ \ TRIGON ENGINEERING CONSULTANTS INC.
G ' \ 107 STOKLEYDRIVE -SUITE 104
o 0 WILMINGTON, NC 28403
~ ~ o -y ~ / / a ~ i \ PHONE: [phone] PAx: [phone] ~ ~
o ~ ° ~ ~ 0 +
~r ~ a
~ ~ % °o ~ ~ } . - o GRAPHIC SCALE
~ 0 25 50 1U0 ~
~ ~ \
~ ~ ~ ~ ~ ~ 0
~ a ~I , - _ ~ ti
- ~ \ 1 inch = 50 ft.
- I ~ ~ ~ ,
~ ~ ~
. ~ ~ ~ ~ ~ ti ~ \ • \
~ ~ ti ti ~ 0
~ ~ ti ~ ~ ~ ~ ~ ~ ~ \

- ~ ~ ~
~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ _ ~ ~ \
~ ~ .
o+' ~ ~ ~ ~ 6 ~ y ~
~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~
y ~C ~ . Q
~ ~ ti ~ ~ ~ ~ ~ . ti
~ ~ ~ y \
~ ~ ~ ~ ~ ~ ~
~ ~ v ~ ~7 ~ ~ Q, ~
~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~
o o ~ ~ ~ ~ ~ ~
~ _ , ~
0 ti ~
ti ~ ~ ~
I ~ ~ ~ - o
y 1: ad b v m r ,9
~ ~ 1 ~ J 3' 1 r- l x \
o ~ ~ \
o Q 9 G ti~
~ o _ _ _ _ .~i . . D ~ y~ ~

0 W 0 ~ _
~ ~ ~ ~
~ O o ~1
A.
O l~ 0 0 ~ ~ ~
V c' ~ 5 0 ~ ~ ~ ~
~ ~ +I ~ / ~ A
o 0 e~
~1 ~ ~ ~ ~ ~ ~ ti ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~
~ ~ 0 . D~
~ ~ D~ ti ~ . ~ ~ ti ti
~ ~ D~ ~ ti
~ ~ ~ ~ ~
~ ~ ~ ~ D~ ~ w ~
~ ~ ti 1 , ~ ~ _ 6 ~ ' ~ y J ~ ~ ~
~ V~ G~ .a ~ ti bt, ~ l ~
~ ~~I , I w ~ .
ROADS 'G' & 'H' -PLAN VIEW o
SCALE: 1 " = 50' 0 ~
~ ~
HIGH POINT ELEV = 61.30
LOW POINT ELEV = 59.12 HIGH POINT STA = 13+59.49 LOW POINT EIEV = 58.80 ~ a w
LOW POINT STA ~ 12+00.65 PVI STA = 13+51.08 LOW POINT STA = 16+05.65 W ~ A
PVI STA = 12+24.55 PVI ELEV = 61.79 PVI STA = 15+53.59 PVI ELEV = 58.82 A.0. _ -4.02 PVI ELEV =58.40 ~ z
A0.=3.18 K=24.85 A.D.=2.20 HIGH POINT ELEV = 62.44 I^~
K=31.45 ~ ~ K=90.86 HIGH POINT STA = 13+41.70 ~ W
100' VC PVI STA = 13+63.41
100 VC 200 VC PVl ELEV = 62.75 ~j
A.0.=-3.14 M W K = 31.88 F+~ 1¦+~1
~ ~ Q
N Q ~ ~ ~ N r Q ~ d Obi + O + ~ M p 100' VC
d N~}. Of M ~ O N 1~ ~ N ~ W ~ W d. U pj ~
± ~ ~ 4! !n U U U 4J + OO
U ~ U cp N
~ ~ fA i ~ U ~ i m ~ 4J I ' ~ ~ ~ M 1+~j ~ ~ ~ M
I i ' i ~ ~ ' ' j + s i ~ C M ~ ~ Iltlllll l l ll?1j ,
a FINISHED CENTERLINE GR~DE I i ~ ~ ' ~ " } w ~ ~ CARp~~%,
I I ~ i ii i I I ~ ~ ~ j j i J
-0 q.35 ,1.67 ~ ' { 60 - ~ __._____-_j___._._.____.~ ~ _ _ _ ~ SEAL ,
i 5% 31964 i
1 .k.. ~ ' { G FINISHEDICENTERLINE GR~E ! ! j ;~~~;FNG~N~~~~~~J~,~
„ , 6 } ~ i 3 IN. ' I 9 PVC WATERUAr i (c e
C RI ~ j I I
I : _.._.__.._..i_.___.______..__ _ . . ~ _ _...s _ _rt.__.._~_.~ 60 -
~ , ~1 ~ w~ . so ___.v.~_..,.. ` PRELIMINARY .
i i f ~ I ~ I i r ~ ~ I I ~ , Existing Centerline Grad .
' ± I F ( ~ NO IMPACT A~CH CULVERT I i ~ ~ i " C900 PVC ~wnTERUNE ' NOT FOR
i ~ i j I ~ ~ j ~ i ~ ~ ~ I ! I ~ 4 f ~ ~~~~r ; ~ CONSTRUCTIO
I ~ ~ ~ I F ~ i . ~ .w. ~ ~ ~ ~ I I ~ N ( ~ ~ E Existing nterline Grad
50 r_____._.._____._ k 1 ~ W~.~ _~__.__.~m~__~ E .~___~.~.__._._w__.~_Y__ ________o-__.__..._~____.____., ( ` 1 ._.~._._w_._ .r.__..___.._ 1 i f ..............~._..._I .i ' HORZ.SCALE: ~ a f _._.~._,~...»~.........e ~ ify
I ~ I i I ` i ' i I ~ ~ ; ' ~ f i ( N 114PACT ARCH CULVERT ~ VERT. SCALE; 1' = 50'
~ 1 f € f I ~ ( I ! I w ~ ~ ~ j I
~ t 1 I I ' ~ ~ ~ ~ i ~ DESIGNED BY: JBE
I I E 1 ~ ~ ~ DA77IJ! ~'LI'i' ~ ( ! ; I ~ ~ nirr~u ~rw
'v ~ i f ~ ( ( E ~ DRAWN 8Y: J8E
45.00 50.00 CHECKED BY: J8W
DATE: AUGUST 18, 2008
O~ OfN r00 t0~ ON aN to .-N O~ p~ O~ O~ pOp O~ O~ N~ O~ NM N~ d M X000 t~M M^ M~ M~ M~ d'00 M
(00 ~O ~O LO (Y) 0; N0 ~p In - 0) p ~p 001 000 OM 000 O Oi O0; 000; O0; co to N U) fA N tD t0 (D co if) to ~ U') Lo U.) to to in LO fA N N t0 to a; 06 a o 06 O o d cv o N o o o PROJECT NUMBER: 038 W (D U) c0 U-) (m (0 (0 (0 co w co c0 (O t0 c0 (0 0 W (p
DRAWING
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00
10+00 11+00 12+00 13+00 14+00
ROAD 'G' - PROFILE „ ROAD H -PRO ) 'H' - PROFILE ¦
SCALE: (H) 1 = 50 SCALE: (H) 1" = 50' H) 1"=50'
(V)) 1 5 V 1 " = 5' V)1"=5'

i~ 7
~ l '1 ~l
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1
~ ~ ~ • ~ ~ ~ ~ ~ ~ ~
• ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~l ~ ~ ~
~ ~ ~ ~j ~ ~
~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ } . ~ ~ i
~ ~ ~ ~ ~ ~ ~ ~ s~~
~ ~ ~ ~ a ~ ~ , ~ ~ ~ ~ p S o ~ ~ TRIGON~NGINEERING CONSULTANTS INC
~ ~ ~ ~ f ~ ~ ~ ~ ` o~?i Q~ 107 ~U~1OON, NC 26403104
~ ~ ~ ~ ~ ~ ~ CO' PHONE: (910) 25&9300 FAX; [phone]
. ~ ~i ~ ~
~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~
,ap ~ ~ ~ ~ ~ o ~
o ~ ~ ~ . ~ ~ ~ ~ ~ o
O ~ ~ ~ ~ " V`
2 80 ~ ~ ~ ~
~ ~ ~ pxA
~ ~ ~ ~ ~ ~
~ ~ ~ ~ J \
.f~ ~ ~ ~ ~ ~i ~ ~ ~
~ ~ ~H ~ ~ ~ ~ ~
~ f~) ~ ~ ~ ~ o b` ~ ~ ~
~ ~ ~ ~ ~
~ ~ ~ ~ ~ a ~ ~ a . aX
~ ~
~ ~ ~ ~ ~r / ~
6` ~ ~ ~ ~
~ ~ ~ ~ / ~ ~
~ ~ ~xti ~ ~ ~ . ~
o ~ ~ ~ ~ ~
~ ~ u 6 C900 ~ ~ }
'i t. ~ ~ WL 1` ~ OW PRESSURE 4 PVC ~ PROPO~D L ~ ~ ~
SANITARY S MAIN TYP.) ( 8" C900 ~
~L aa WL
R ~ 1, x ~ -
Q
0
'o ~
~ . o o ~ o , o 0 I AD
8"X6" `TEE co n g ao 6 0, Q o o
& GV 6'098 ~ ~ ~ ro ~i v ~i N ~ $
~ - -
_ - . 09 L9 _
GRAPHIC SCALE
ROAD 'K' -PLAN VIEW o ~ ~ z~
SCALE: 1 " = 50' W
(II~1 FS~c )
1 inch = tt. ~ U
Z
A
~ 0 w
w ~ ~
i f , ! I i ' I a
~ ! ( ~ ~ ; i ~ ~ ~ I
1 ~ ~ 1 ~ ' ~ ~ ~ s ' 1 i I _ i € ~ ~ ~ ~ j i ~ ~ ~
I ~ { ~ I ~ { ~ I ~W ~ ~
fi i i 1 I ~ ~ i 4 ; I ~ 1 I I I
70 I---~__.._._._.4.,~__._......~__-____. 1 1 ,
I ~ i ! I ; ' i I ~ ; I Existing {Centerline Grady ~ E ~ f i i ' 1 I I ~
+ CEN GRADE ~ i C 1 ~ i
F ~ I ! I ! 1 ; ! 1 1 ~ ( i ~ a ~ ~ ~ i
s 1 1 j ~ ~ ~ I ~ 1 ~ • ~ ~ i ! ~ t ~ ! ~ ~ ~ ~
fi I I • ___.______r.__.......___._ _ _ I i
~ ~ I z' ~ ~ ~ ; i ~ ~ A
~ ~ ~ o~ E 1 i 1 I E I i ; ~ i I { i ~ U N t ~ ~ 1 ' ~
I ~ ± W ~ n i I I j i ~ ` ~ 4 ~ i
I ' ~ M u~ 1 ~ ~ ~ ~ I I W ~ { I i ; + ! I t ~ ~ ji s t `
~ ; ~ ~ ~ ~ 1 - ~ ; I ~ I _ _ I ! ? 4 g" C900.PVC WATERLINE,.. v ~ ~ t ~ ~~-_r____.~ ~ a~
so ~r- ~ ~ , i i I E ~ i ~ ~ '
i '1 r ~ i ~
I I i i ~ t F- ~ i
3 IN. / ~ .,..u. ' ' ; ; i ~ c ( ~ 1 i ~ i t ( i I r ~
" WATERLINE ' B 'C900 ~ ~ ~ I
wETLANOS i
• 1 _ r 1 I Y t ! V i f ( 1 3.z " ? ,
t ~ I i t r WATERLINE TO CARRIED I
I I _ I ~ ~ UDR THROUGH ` N E 8R1 i
CONDUIT ' ; • Y
t ° ~ j ._~_._..~w.___.»r _ _ ..w...___~~___.__._ _ -t-- 501 ! i i i
i ~ ~ ~ ; I t i + r ~ ~ i o ?.Q~t~~ '";9
} + i '
i ~ ~ ~ ~ _ i SEAL -
i ~ ~ i fi j ' ~ ~ 31964 .y•
Derv~r acsv i ! ` e........~~
won
oM o~ o~ oM Mrn °Da QctDO ~ .a ~cno °rn ~ rn .r o0 oN o0 0~ o~ ,gym ~cu ~n IoM o ,'~'''`~n~,W,N`~`~~~~`` Or NN Nd: N~ N01 NN N~ ~h M~ ~N d~ °
se m m~ m Sao n~ n~; n o0ai °~ai °0 0 ~m ~ ~ u~~ a,~ o~ ~o 0o NN ~ ~ t0 co 0 ~ r ~ N N N N ~ PRELIMINARY
a ~
NOT FOR
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+0o z1+oo 2z+oo 2s+oo 24+00 25~ CONSTRUCTION
ROAD'K' -PROFILE
SCALE: (H) 1" = 50' (V) 1 " = 5' HORZ. SCALE; 1" = 50'
VERT. SCALE: 1" = 50'
DESIGNED BY: ,~E
DRAVYN BY: JBE
CHECKED BY. Jew
DATE: AUGUST 10, 2006
PROJECT NUMBER: 03845-05M
DRAWING
Cml 72

TRIt~O~V
TRIGON ENGINEERING CONSULTANTS-_,,_INC
107 STOKLEYDRIVE-SUITE 104 WILNdNGTON, NC 28403
~r-~ PHONE: (910) 2~-9300 FAX: [phone]
Iwfis MM MwWrM d. W
wr ~
B k !t t ~
uu+ is A ~ R! i Sd ~
• " Rt x ~ > > > >
Y ~
~'l n •r t ~
. i+ •
b, , ~ • IfYi • o/rrwllr/wr 1 ~ I+ws
IM : Y~ r
3
2 anuiw+w~w~al/~vRr+alwo ~ ELEVATION r + -+,-0, ELEVAl10N 4 ~ ~[t
fade ~ feactK-rte r ~lYl r~
r rrrar b r
at t
.~~~Ir m~l°' f s = wJ axw Iw yRrr
/irt w i+ ~K ~ ~ Iss x ~ q i Yi S
~ilr : a
t Rrr of J yr fttwr~ ~wi ens ~ i e
b wl of w7 +Vwlr k. UrM~Y wl nl wa wi wJ i
..y;: • of J
1 of wa wa ABUTMENT PLAN '
ifi R IU' fL t wf wt
t w9 J ! J f
•1
1ODwIiR10R i 1/! ~ ~RA ~ .
.t,, i rY1 ' ~ r
rn 5 , a FLOOR PLAN /J ..'.y a faae Vr • rr
~ ~ 1 s A natwn+rx
BQ.NLATf ~ FOktPA s ~ t 3TFi1DFA4i9f~S~ °OAiiiet~i
r: wt~wyirxM ~ •p
Nr I wM~ tl/M' • r '••.a i ~
Yiaa tYYMMrM y1011~1 w M aMM 8
ABUTMENT SECT Nm m ac~c t
aRr tIK i tli'Iit ai + yr ~.f ~fssr
nt ~ l y~r lr ttllir PA alu ~ KIiR + rp>t
1 ~a,.~lR •
t V
.°y+rrfr wt ar
• I ! III'i
rnfe 1 • " wnalrlJVAL - i
HMV ~ \ ~
11S1 x~ ~ . r~~ ~cs^'. t • ~
1 taae r. f+.lr ~r.n~ ~ l '
s
,t.- CHORD SPLI ~ , nre iaa . s. DETAIL _ ~ ois fL00R BEAM CONN. AN. I 2 ~ ~ a
(iR.°+/
6 , , . ~ ~

t~.w 'A - A' 7 fr . , ~ W ~ ~ ~ ~ x
,K/.tm ji`.Yi°R° ..r M w ~
r Jn W
11'PlftAL ELEVATfON - UNASSEM Q o
a.l tR ffift tlr • rd ~a U
e ~ Mr a
IX 1 DETA~ .I~ a s R f iale iea
r ~ ~i W
r -rte ..r. ~ _ W A
nr ~ ~ ~
fry w A wloa M r ~ Z W
~ a
AI wL1 Ira w! Ai has wa wa A4 sw A• nv A• •t
TRUSS COtw/i DETAILS n ~ . ~ Ai+l Mt 91YtE r . Pd ~ s+ t n a ' mc. a ~ POItPA AL)59{NI8 STEAOFAST~$ I ~PUIS
" ,u,wnain • • t TYPICAL F9.iW - IMASSEMBLEO
x k~

ELEVATwN , twe . rr
``,111111111~/~'
,11 CqR
~ •Q
SEAL ; y 31964 ;

~ J,: %Ff'•~GINE~.~~~. e.......~~
w~
''/,'/llllllllltlllll~l``
PRELIMINARY
NOT FOR
CONSTRUCTION
HoRZ SCALE: @200'
vE~r. scALE: wA
DESIGNED BY: JBE
DRAV!01 BY: JBE
C41Cf`1fF11RV• m...
i uorr
DATE: AUGUST 18,1 008
PROJECT NUMBER 038450M
DRAWING
CM190

ONUNYUO
M99090960 103rObd
~'8~18f1ENN1Y 31Y0 s W
,os - . t (H) ~~r~s 'NMIOHS N338 SVH NM"I Alllllfl 3N0 A1N0 JWW10 M0~ ~310N 'r~'~i O~d ~~J~ ~O~
MAI' :A9 0~31p
per .~ewHVaa
per :~aa
00+~Z OO+BZ 00+9Z + 00 LZ 00+gZ QO+6Z 00+0£ 00+1£ 0 00+Z£ 00+££ 00+~£ OO+S£ 00+9£ pO+L£ ~ 00+8£
A9 =.1 31Y08'2lIOH
t0 + ~ # N A AN NN NN NOI,L~f1~ZSK0~ ~N m N W;,
O U N pf Ui~ C N• W J ~ J w N V~ ~ tOW ~m OViv ~IJ v:. WN 4+ 0? ~G+
~IOd ZON
~~I~KI1~I'I~Id I
I i
,t I I~
e i . ;s ; i ( ! I
c, ~ j ~ : j 1 ! I
• i ~ ' ' ~ --rt- i ~
j t I ~ ~ I ~ IrJJ . II j ~ ~ 1 ' ~ I ~ ' E i ~ ~ ~i~-__ ~ ; 3 (
. a.. i a ~ 6 ~ j a ~ ~
1 ~ s ~ ~ ~ ~ i { f
~d~ i ~ G ~ i ~~?nmiN~~ ~ ~ ~ i ~ i E
I
~ I f J I i ~ E ~ Q ~ ii r ~ ~ ~ f i ~ t i ~ ~ ~
~ I i ~ 1 ~ ~ i
E ~ ~ ~ I ~ 1 i i I ~ j ~ ~ E
NMMI SS 3A1dA ' ' j i I nn avn a ~ NO 3NN 9N1 i i h oa F ~ ~ ~ ~ I ~
_ ~ ------i---- E
~ j ~ i ~ ~
S { _ ~ ~ E f _ ~ ~ [ ~ 4 ~ f
i ~ ~ I i E ~ 1 ~ ! ~ ~ i ~
~ ~a~trM and . ~ 1 ; I ! ~ ~ ~ ~
~ ~ € I i
~ ~ I ~ ~ i I
m N
l-~ N i ~ ~ ~ ~ - Nh~NI SS ~0 3ATdA ~ j ~ nnn~+~ a/v ! ~
~ I ( ~ ~ y_---
~ ~ ~1 a
n E 4 ~ + • ~ v I f i ~ 1 ~
~o 1
~ N I~
I
!~"I aA ,OSZ I
it•cee = ~ 1
. s. i ''ti az o- oY
a I
- m • w
l-~ ~ I w +
1 1 I rn ~
v v i A
v i
\I
•
0~ s q~ j
+ N W ~ M Ol V \ MIC~714
~ 00~ OL SL 0 pG
~'I~'~S ~IHd'o'2i~ ,OS M l •3lVOS
:r ~ ~ . AA~IA l~I~''Id - Q~02I

~~~~hNO z9 b V
' j - , sz / ~
~ '
6
~x , z~.
_ ~ ~
. i r
0 9 0
'/1 of 0 J ~ ~ ~9
j, • ~ l~ ~ ~ ~ ~~~i /
- _ ~ x k ~ O ~
- _ _ ~ _ ,
- - - \ _ / Zz 7
x
~ ~o
~ ~ L- ~ x
• ~ / r / lr ~ ~ j ~ _
y
~ - i \
~ = l~ ~ ~ ~ ~
~ _ ~ ~ . 4
j ' c1 , - 1+ ~ I+ i .
- o ~ ~
ZOEB-A4Z (081 ~XVd 0068.94ZlOt8) ~3NOHd -
EU9Hb8N NOJ.fHVVMIIIIYI pin IV." wl
4013m s • 3N»01131)1018 Lm -om 1 N00 IV33NION3 00IVI - 71
r%k 1~ \
9 1~9
1
71 ~

N \ \ \
ONi ~ Rm1 \ 0 + 60.0 _
S 80.49 - ~ toy~ i ry <Rn
= p Cll RSECTION O N N h!/
5.. z C Omi ~ z ~ e ~ m STA. +61.92 ~ ~ 6
- d ~ F F F F F ~ ELEV: eo.ee o
iI M i p 1 ~ ,4 ~ U~ .~b ~ p /
y.~ i - ~
0 b
r F O ~ ~
N z / + 80.0 ~
lei eo. e 8
F F F u>I k.
_ , f ~
F z
o •1 ~ 61. % ~ F F
o ~ ~ ~ ,
~ ~ ~
1
~ + s1. _ ~ 8 F F F
o ~ O z r
{ 3± p t
z m
B0. 61.73 N
z 'p N r u 60.3 ~
+ 1.97 ~ F s .
z F F
z±o
_ 1 ~ 60.4 .
2.22
^y
T
. •
+ 4 _ g '
~ z
~ -
80.5
62.2 p 1 ±0 ~
< ~ rn
~g w <D `
5z m ~ l
g _ _ ~ N _
c ~ ~ ~ ~ o
z 2 z`
i
F 60.
~ 01 0± - i
F F ~ ~ - N
+ _ O
S
~ ~ , ~
i i I 9*
J 1 1-r ~ , EVrrS: 9+07.14 i
~ 61 1 - ~ ~ I f I
S 83.95 _ . rn'.
f ~ i
I~ - 61. .,_a.___.__ _
64.1 ~ ~ _
xt ~ ~ ° > ~ ~ i 00
~N ±0 ~ •i
~ 61.0 ~ r ~ --r + 1 ,i
S w~~o ~ ~
N~+~ j ?
W~ u ^ ~ ~ O ~
W~I 81.0 _ _ _ ~ i ~V
s4.o4 I 1 I 1 I
E-+
~ ~ J
B1~CS: +07.14
v - ~ 1 - - ;
1 '
~
- ~ - ~ ~ i N •
` ~
- - - ~ - 01 ~V J
a o T
i ~ s.
~ ~ ~ N 7
+ 1. ~
S 24 ~ ,6k{
y ` ? ! ~ ; w..
s 1 i -
82.98
I I
~ i ~
yki
S 82. __~.__._I i EVCS:44+ .03 _j
~ EVCE:62 1 { ~ i ~
1
~ i i . i ~ F F ' i
60.7 ' 62. ~ _ _ _ _ _ I ___i_._ 1
s I i , ~ I ~
I i i j r ~ i a I ~ o
! ~ i ~ 4 ~ I, / ,~0 I I I ~ S F ~I F
I i I
.3 ~ ~ ~ ~ ~ i ~ F F F
I J ~ ~ t ~
~ f Oo t+i ~ W
oz~ i Yo+N F I ~ ~ rn I w. w rn rn -
60. i I ~i• ._.._.J _ J ~ J 6. ~ ou ! ~ ; l C~
i ~ ~ o ~ F F / Z •1
~ ~ i` ~ Co s
F F O CT 3+ O
g 62. ~ BVCS:42+ 03 ~ ~ W m \ ~ F
BVCE: BT ~
i ~
F ~ ~ 1 ~
0 I I / .W__ ~ % _ 2. F
F F F ~ .
F F F ~
N , 1 - W 2 0
s o F F F F J 2 0
o
F F F w W
a . F F F F F.
~ -
~
8 F F a ro w
a
g ~
~ ~ -
~ F F
"s~
F F F
F F F -
w
~ _ F F F F
.o~
E1~CS: 76.44
F 64.1 B 0
COY)
61.1 ~ ~_._..._.v..._.__w_ _ F F 64.
F F ..w
- _
W ~ ~ m ~ F F F
+ ~ ~ x Q ~ ~ ~ x t i
N ~ ~ m ~ ' ~ ~ p STA. 38+ .M 1 1~ F F r W I
Z > r N ELEV: 84 1 c~ " ~ ~ W
N ~p . + u v 1 39+ 39±
R Q,ae~ F F 61. _ ~ ~ + + a~
J J O _
F ~ 0 / I
> 1.
Z Q m y+
o m V
pQ Q u ~h~ M [ , wYr c~i~ Z
Z '~,•,......,,•ti 6. ~ o A.• -fi N Z ~m
yQ~: cD~ gin= p~2 m
r7 .Z 2 Q Z~Q
m~ ~ ~ ; F..~ ~ 3. m2nl rn ~it x n ~ `1 ~ y
~ ~ nQ7i I 1 ••N ~ ,,,y a
N i t! ~ m r o ~ -i %,,RS T
Q 1, N ~ ~
Z m
. - No. r~vtisio~s ~ oa»: N ~

ONWlY2b
M90 :a3AM1f1N 1~3P0ad
sooa'e?lsr>Exn+ ~~ra
:~ea~~
~ ~AA NMY!!0
aer ~~ea3NO!s3a
,s = . ~ (n)
'NMOHS N338 svH NNW unun 3NO AlNO uem~ a0~ ~310N g'~O2Id ' ~X~ Q~02I
00+Z~ 00+ « 00+0~ 00+8£ 00+9£ OO+L£ 00+L£ 00+9£ 00+5£ 00+~£ 00+££ 00+Z£ 00+~£
NOI.L~f1~IZSNO~
~IOd ZON
a N O ~ 0 O 0 0 0 W O J Q ~ V
~~I~'NIY1tI'I~Id N w w w w oi' (n Cv NGO ~ Ord v ~ ~ rn w ~o rn W ~ ~ W ~ ~ W ~ ~ W
``p~uunHgq
IHM 8`'',, 1 ' i ~ i ~
~3 ~ .c.~ ~ i I ; ~ ~ i ~ ~ i ~
_ ~96t£ i ~ ~ ~ 4 i ~ ; { ; i a
. i ~ 3 ~ I~~J ' _ i k ~ ~ i t j . ~ ~ _ ~ I ( I i
. i ~ ~ ~ ~ i ~a. ~ ~ ; , ~
b ~,o~; ~ i , ; ~ ~ '%tij ~ ~ ~ ~ ~ f i ~ 1 ~ i I
1p 1~ i ~ ~ i 'h ~d~ ~ ~ ~ ~ I i j I i i I I i I r
' ~ ~ ~Nhnmi~~~ ~ ~ I k i 1 ~ ~ i ' i ~ I ~ i i I i i { ~ I
~ i i ~ ~ s i I ~ I ~ ! ~ i f t i
I k ~ 1 i { I ~ ? ~ ~ , ~ I I
~ i + i i i - - I f I I ~ ~ ~ ' F E i i i I i I it
j ~ i ~ ~
NIVNI SS ~ ~ k ~ lYA 1 NM"1 SS NO 3A 1103NN00 9N HSfll~ 1 ~ 1 ~ i ~ ~ t i I i II ~ II s II ~ ~ { I
b ` ~ ~ JNIH5f11~ ~P NIfIf10tlA a~tl s _ I NNW SS NO I I ~ ~ ~ ~ ~ I
i k~ r~ Z 1 i i NOlL03NN00 HS(11~ ii I ~ ~ i ° L S 0'~ I i NNW SS OAd tZaOS 0' f
{ ~ ~ 1 k k ~ ~ _ - ~ --i E
t i i I i ~ ~ ~ l i i ~ : I '
f 1 i ~ f k ~ ~ 1 ~ i I f ~ -r-~---..-_;-~.
~ ~ ! ; i i
f 3 j E I
f _
N N i m ~ ~ ~ i
N ~ +
~ m ~ i
u w I
~ ~ I f
k ~ aP ~up~}uv0 6 !~!x3 ~ ~ I ~
I I k I ~
oos~ - ~ k ~ OL'l 'OY i _.1_.._.._ v m

£~'tO+Z~ ~ YlS IAd
99'S~+t~ ~ Y1S 1MOd MOl
MM ~ £9'09 ~ Il~'T~ 1NIOd NIOI l'J
~ = Q~
( 1~8~ ~Q )
l1
aoa oo~ or ~t o ~ ,OS = .l ~31dJS
'1 ~'I'~~S ~IHdd~~ MIA l~'Id ' ~X~ Q~d02I
T T 1 ~ ~
~ ~ T I
i ~ Ii
~ i
~ ~ZZ ZZZ ZZ
m ~ a ~ pZZ
T S . ~ ~ 6tZ 81Z
T ~ ~ ~tZ Z
T _ 9t
_
T
~ \ j r ~ O ~ - r---.
i ; ~ ~9 to to I >y
! , ' a
! S9
,i % ~ i ! ~ ~ N
I! ~ ~ i
i r i 1 ~ i~ ~ 99~
. -r N
f ~ ~ i. • 1~ T ~
_ ~ ' i ' I . •
1 ~1 ~ ~ ` + J~
i
' ~Z g~Z LIZ ~ ~ ~ O~Z b ~
\ I T S~Z
~ 1 ~ ~ 1 _
~y 'Y- ~ ~ ' T ~ g~Z

. /j` NNpO T 3 '~J . T
~ ~ 1 T • T T
~ ~ ~ ~ ~ T ~ ~
T ~ T T T
r~ -1 ~ 1 ~ ,a'
zm-99l (0&6) :XYd 00 -99Z (0t9) :3NONd T ,T ~ m EME ON NOlONIYVII A E£
1p0l 31M -3mva A31IO1810t
1insHoO Ia33N 3 NOJIUJ. ld T T T T
T ~ T T T SON" ~ Al A,
.T. T tdLL /T- Al I I.. 6ZZ I I 0£Z. I I [£Z Z£Z ~
/1`
Al il` T T T T T T
T T T Al T T T T
T T T T T
A,- All az
T m T