20090002 Ver 1_Site Plan_20081229

REVISIONS
pa}~ Description By
N~ 210
x
SITE
tic 11
~3 STRAWBERRY
SITE DATA ~ 3 W
AGENT /OWNER : BILTMARK BUILDERS, INC.
LAND SURVEYORS : ARNOLD W. CARSON, PLS, PC ~ GEORGE GEORGE BROWN _w~ (J d 40
ENGINEER : TRIPP ENGINEERING, PC .~1% DEED B( DEED BOOK 744, rT~TT A'
ENVIRONMENTAL CONSULTANT :WITHERS AND RAVENEL PAGE PAGE 774 - ~ INITY J~J~l~l
TAX PARCEL ID PART OF 3234-42-6390-0000 8 NTS
TAX PARCEL ID ALL OF 3234-33-0918-0000 ROCKY POINT m
SITE ADDRESS :FALL BROOK LANE PROPERTIES PLC % Q
DEED BOOK 3054 PAGE 297 DEED,~BOOK 2716, r `PAGE 246 8" SDR 21 WATER MAIN V i ~ ~
LOCATED IN ZONE "X" ELEV r' SITE ( - ; "
FEMA MAP 3720322400 J 8 SDR 21 WATER MAIN r~
CID 370344 3224 J S84'11'59"E 764.16° DATED FEBRUARY 16, 2007 o 617.88 S84'12'S5"E 545.04' i`
~g• 58521 32 E 93.10' t
TOTAL AREA (GROSS) :40.286 ACf \ _ _ ` N N~~'Y1~4015 C~dVSOPlb1i3M
TOTAL NUMBER OF LOTS : 46 COMMON AREA , ` p~All7b7f ib ~3.tYi~ ~ (7 O ~ 6006 ~"~^7n
~w ZONING: R20 ~ ~ ~ 8 11 I O . ~ 'J~IJ 11 10
. ~ • ~ ~ _ _ r - 19 18 17 16 15 14 1 12 MINIMUM BUILDING SETBACK LINES. ~ Z
FRONT = 30' SIDE = 25' REAR = 20' ~ 0{1 ~m 9 ~ ~ ~ ~ ~
ALL LOTS MEET OR EXCEED 20,000 S4. F1'. 0 0 "
_ ° ° 24 FES' 24" FES INV 23.0
A . 70 436 SF ' W 10'xti TOTAL DISTURBED AREA: 16 08 C / 0, ~ / PROP05ED ROADS: 1.99 AC./ 86,569 SF ~ ~ • . W/10'x1 'x18" ED ~ ©1
LOT COVERAGE (IMPERVIOUS AREA) 4,000 SF/LOT: 4.22 AC./184,000 SF a•
TOTAL IMPERVIOUS AREA: 6.21 AC./270,569 SF w w =w = w mow-- -9r~ w = w' _ w =w •=Mr-w--• a • w- - - ,
- - - - - - - ~ a. r ~ . "
NUMBER OF REGULATED SIGNIFICANT TREES FOUND ON SITE: q - • ' • ' - ' ~ • i ~ • ~ • • ~ • • - ' • 0 -
~ ~ ~ ~ TOTAL AREA OF WETIANDS: 207,087 SF/4.75 ACRES Ao ''24 FES INV 22.5
J I ' i. f " WETLAND CROSSING AREA: 6,882 SF/0.158 ACRES ~ W/10 x"IO~x18 ED ETLA E1lA D CROSSING o ~ ~a; ~ Q~
_ - m 20 ....,...COMMON IMPAC IMPAC AREA 'A' ~ },,~ib o a
~Z ARE., A _ w 1 32 o.75f Act'ds•.. - 6 ~ 3 6 / 0.008 ac ~ ~ t J ',Z,
24 W 33 . 33 34 ,y~° ~ I o
COMMON ~ I 26 I O s , i~ ~ 1 ~ ,,,Ct /1
W 25 AREA ° ~ ' _
~ " L.EVATED WETLAND , ' 2 S R 26 WATER M IN _ , I_i ~j
f PEDESTRIAN CROSSING i o _ , 35 8 `SDR 21 WATER ~ C~ li , t ~r^~ L~ p~I
~ _ _ f \ _ . _ f ~ " t _I °
~ • ti 18 FES INV 22.8 t ~ rr ~ W
~ ~ / , Z ~ ` ,j W I ~ j y ~ o i I iF, ~
w~ ~ " ,~9 42 ~ " ~ ~ 18 : FES INV 22. ~
2 SDR 26 WATER MAI ~ , ~ t, 4;0 ~ W/1,0x10 x18 ED 4A ~ 36 ELEVATED WETLAND 'z Z
21 ~ , ~ ~ 23 s ~ f PEDESTRIAN CROSSING W ~ l j` w
- • 27 ~ ~ • a ~ t ~ ~ 1
~ \ •p ~ t _ - k 2 y f i
INT f I f
LLC 29 ~~E~. ~r~ i ~ a o
271 s, I 43 5 M 28 ; 3e , ~
_ 22 ~ a ~ , ~ O/ ~ ti „ E 24 FES INV 21.0 _
~ ' j~ y~ y ti~ 38 ~ W/10'x10'x18" ED r~°~~ ~ ~ W
_ ( W I ~ ~ ~ WETLAND CROSSING
- ~ - _ ` W \ ~ IMPACT AREA 'B' ~ Z
_ _ ,s ~ ~ - ®Na5°~?1'49~y _ _ _ ~.4u9:35'~ , ~ •S ~ ~ ~ y W ~ ~ W y 3,276 sf / 0.075 ac ~ W
N8545'46"W -66~ 88' _ ~ -f, . _ 2" SDR 26 WATER MAI w_ _
- , _ - ~ ~ iv w 5 r~ETLAND ~
~ ~ ~ 3, , ~ IMPACT y'E' y W 8" SDR 21 WATER MAIN
. a 44 . 01 _ 742 s / 0:01' oc~ `w` W W y W W ~ 1
` wl w. ~ \ v W .V ~Y ~Y •Y W
EDMUND KERR ~
DEED 505, PAGE...97 ~ - . _p~ Z 24" F'E INV 20. ~ y y eoMMON W ~ WETLAND CROSSING IMPACT AREA 'D' F~~I ~
U 45 I 45_ ~ ~40'x 0'x18" ED it y ' " y y y y y ~ 778 sf / 0.018 ac 46
~'4 1 _ ~ i 4' x 20 ALUMINUM ;13~OX W W W w ~ y ~ w ~
WANDA FLITCH ~ CULVERT INV 17.5 ' ~ W 'Y WETLAND CROSSING .IMPACT AREA 'C' ~
DEED BOOK 1459 ~Y W _ W_ W y W W PAGE 197,E - m W ~Y W~ W W/10„x .~18" ED W' y y y W W W y W W y 2,770 sf / 0.063 ac ~ ~ y f e u
,Y W •Y W ~Y W •`•W W W •`•W W W W W W W W/ W y .~n~WD~{iW"' W W 'Y N ~ ,y ~ Jv W
y W y y y 'y W ~Y ''Y W .V y y y y y •GP y y ,r°" .Y J• .Y/^Y 'Y .Y
Wetland Data Table W W ~V W W W W W ~'1 W W W VfP W W W 'C' Y' " W W'W W W W f J `Y y, :k, W W ~ W W ~J^ •k..-- -.Y -~Y^'~ W ~ W W W y 'Y y I" ~ .e. f`IYS
~f J W W W •Y W W W W Total Onsite Wetlands 4.21 acres 183 324 s feet' ''II ~ 'Y W W .V W W W W W W W W~`'L W W W j W W ~IW'W ( ~1J 1073" I A
W ~ W W W W ~ ~Z , W y W 1~ 8° 4' x $0' ALUMINUM BOX ~
d ~ y y y W W y y Praposed Wetlan W Wes--. _ W W 4' V W W y y WEI;LnA~NDSp~~'Y 'Y W W 'Y W y ~ , •Y ~Y •Y •Y ~04• •L J• ~y Iu'1 ~ ~ 0 W 4' COMMON AREA W W /W / W/ W •p1 ' y, W W y W W W W CULVERTT FBI P'; ~ g..~ O
0,18 acres 7,912 sq feet Impacts 4.5'. y y y y - y ~ 'V ~Y `~-~.M. •Y ~Y W R' •Y 'Yi ~ '"J W , ~Y ~Y •Y W INV 18.0 T t ' ~ ~p~ F :IH ~ U
2 X 8 TREATED ~?AIN~G~ E WOOD DECKING W V~ W~ W = W ' y~W~G`7 ~EM~ W 'Y W W .Wr r .I~ ~L.^ W ' 1~ 1 ~Y 'Y W W •Y W. /1 O'X1 O'X18" I.D _ ~ O m) ~Iry a
Preserved Wetland 4.026 acres 175,412 sq feet w/ 1/2" SPACING W W W W W W W W .k-.... W W W W W ~J W ~'Y ~ryV 3' , W W W W ~Y Ll le' d Z ' W W .V W W W ~Y W W W~ W ~ W .Y W W W 11~~~111 WA' p^
Z X 10 TREATED W W W w W v~ ~ m W W W .,APE~i SPACE W W W W~ W W 'Y W .y .V `Y W W
STRINGER ~ y ~ y y y 3,~,00~ S.F. ~.--1.~~,_` M8 49BRP 0080 G y ~ ~ ~ I I O.T1 ~vf ~ ~ 1r0A`W y W ~ O O Q w
_ 1g~~ Im T Wet and act ab a - ~
p W
6 X 6 TREATED " _ ' - ~ Im act Area A 0.008 acres 346 s feet 1 100 p q WOOD PILING 'W W W 11CC~~1 ^ i/ ~i, Y/ Q
18"t 8' ON CENTER -
Area B 0.075 acres 3 276 s feet
Impact q 2 X 4 TREATED _ ~ 1
CROSS BRACING W 5 8" HDG BOLTS, / i O _
Im act Area C 0.063 acres 2,770 sq feet / / p WASHERS & NUTS ~
2,1 WETLANDS 2~,1 22 23 24 25 ~ i 1' /1 1
Im act Area D 0.018 acres 778 s feet p q ~^11?
i Impact Area E 0.017 acres 742 sq feet W W ~ y CERI1FIED 404
PILING DEPTH (MAY VARY) ~ WETLAND AREAS \\\\\\\~~~~iiu?Aii~~~~~~~///
Total Wetland Im acts 0.18 acres 7 912 s feet W y y y ~j~ y~(/V~J/"
p q
C'1J ~ . "WC «'T/ i
~ y ~ SEAL i
\`'~~'~~~'~'~y WETLAND AREA TO ~ ; ~ : 17374
/V 4ae~~
~RE(~`~~~`~~
- DITCHES
TYPICAL WETLANDS WALKWAY SECTION DATE 11-14-08
NOT TO SCALE DESIGN PGT
DRAWN JPS
BAR SCALE 1 =100'
100' 50' 0' f00' 200' 300'
SHEET 1 OF 4
07096

REVISIONS
SITE DATA
AGENT / OWNER z BILTMARK BUILDERS, INC. Dade .Description By
LAND SURVEYORS : ARNOLD W. CARSON, PLS, PC NC 210
ENGINEER : TRIPP ENGINEERING, PC ENVIRONMENTAL CONSULTANT :WITHERS AND RAVENEL
TAX PARCEL ID ~ PART OF 3234-42-6390-0000 ' TAX PARCEL ID # ALL OF 3234-33-0918-0000 SITE:
SItE ADDRESS :FALL BROOK LANE y ti~ ~7
DEED B~K 3054 PAGE 297 ~ ` ~ ~ " 1'! f ~ " ~ ~ '33 STR4WBE~RY V
" SITE LOCATED IN ZONE X (ELEV ` ~
FEMA MAP ~ 3720322400 J W
CID ~ 370344 3224 J DATED FEBRUARY 16, 2007
1
TOTAL AREA GROSS :40.288 ACf ~ ITY IIdAP
TOTAL NUMB R OF LOTS : 46 ~ j (1) 8x8" TEE g NTS
ZONING: R20 1 8" GATE VALVE GEORGE BROWN
MINIMUM BUILDING SETBACK LINES: „ DEED BOOK 744 1 8x2 REDUCER (1) 8x8 TEE ' FRONT = 30' SIDE = 25' REAR = 20' ~ 1 2" A PAGE 774 s ~ ~
ALL LOTS MEET OR EXCEED 20 000 SQ. FT. O GTE VALVE (1) 8 GATE VALVE ° (1) FH ASSY 1 8"x2" REDUCER f~
O TOTAL DISTURBED AREA: 16.08 AC./700,436 SF ROCKY POIN . ' ~ ' (BY OTHERS) (1) 2" GATE VALVE
PROPOSED ROADS: 1.99 AC./ 86,569 SF T I "
LOT COVERAGE IMPERVIOUS AREA 4 000 SF LOT: 4.22 AC. 184 000 SF PROPER~'1ES LLC ~ 18 FES INV 22.0 (1) FH ASSY ( ) ~ / / DEED_~800K 2716, r s " ~.W ~ ~,4
TOTAL IMPERVIOUS AREA: 6.21 AC. 270,569 SF : W/10x10 x18 ED (BY OTHERS) / ,PAGE 246 " ~ 8 SDR 21 WATER MAIN (BY OTHERS) 8" SDR 21 WATER MNN (BY OTHERS) {
- ~ , ~y ,
NUMBER OF REGULATED SIGNIFICANT. TREES FOUND ON SITE: EA OF WEtLANDS: 207 087 SF 4.75 ACRES ~ - S8412'55"E TOTAL AR / S8411 59 E 764.16 S8412'55"E 545.04' ~
WETLAND CROSSING AREA: 6,882 SF/0.158 ACRES o '32"E 617.88 - "''~3.t0
• 56521 ~ r~~~ mr `'Z;^- ~ fie;
LAMA LAND USE CLASSIFICATION: URBAN GROWTH COMMON
WATERSHED: CAPE FEAR RNER BASIN ~ ~ 2" ~~DR 26 WATER MAII~~
_ ~ ~ a~ 11 10 WATER SERVICE BY wATERMAIN BY OTHERS ~ . ~ - _ - ` 19 18 1 16 15 14 13 12 g
SEWAGE DISPOSAL BY INDIVIDUAL SEPTIC TANKS I o 0.54 AC.t 7 ~ ~'~eY OTHERS) ~ Z
~ 43,132 S.F. 20,064 S.F. 20, 9 S.F. 20,396 S.F. 20,396 S.F. 0,396 S.F. 24,475 S.F. 24,475 S.F. 2Q396 S.F. 22,168 S.F. 9 0. AC.t 0.47 AC.t 0.47 AC.f 0.47 AC. 0.56 AC.t 0.56 AC.f ~ ~ 0.47 AC.t 0.51 AC.f 9~ 2o.b6 Ac .F. I' 2" BO ASSY (BY OTHERS) Q oa "
ALL STREETS SHOWN HEREON ARE PRIVATE AND SHALL BE BUILT I 0.99 AC.t 0.46 Ac.f o o " TO NCDOT STANDARDS. MAINTENANCE OF ALL STREETS IS THE ~ 24 FES INV 23.0 32,083 S.F. 32,083 S.F. "~~(1) 8p8GATEEVALVE 1 a
RESPONSIBWTY OF THE HOME OWNERS ASSOCIATION. I W 10'x1 'x18" ED 0.74 AC.t / 0.74 AC.t ~i (1) 8x2 REDUCER j
\ _ ~I. ® tiy' ® (1) 2" GATE VALVE 'F 4 Q
/ (1) FH ASSY U y 20,559 S.F (gY OTHERS) ~-I
- 0.47 AC.' ' E" ~
ti? l - ~ _ `
p _ - ~ - _ -0;' " ~ 18 FES INV 23. ~ ~ ~ " ~ . ' ~ ~ 8" SDR 21 WATER MAIN BY OTHERS - ® ~
W 10'x10'x18" ED ~ Ao 24 FES INV 22.5 ~ ~
~ / 18 F S INV 22.5 " W/-10 x10-x18 ED ~ , , " 20 W/10 10x18 ED COMMON I 25 ~ 251967 S.F. o ~ ~ _ - 4~ a
z " ARk~,., \ x.60 AC.t ~ o r ~ W
w 18 F S INV 22.3 32 t' A 39,415 s.F. ~ 31 0.75 Acres _ - 33 rJ ~ ~ U
0.90 AC.f 24 w W/10 10x18 ED G - ~J 21 ti`'. 20„~17 s.F.~ 34 20,944 S.F. 0.:47 AC.t 0.50 AC. k P
COMMON ~ ~ 28,174 S.F. 26 0.48 AC.t w 25 ~ 26,392 S.F•
0.65 AC.t < - 0.61 AC.f 21,475 S.F. • ~ ' 28,31 L S E'. r 4,~
z 23,197 S.F. 2 SDR 26 WATER MAI LEVATED WETLAND 0.49 AC.t . ~ 0.53 AC.t BY OT ERS P I ~ ~ 35 ( ) EDESl'RIAN CROSS NG W
~ ~ - 27 913 S.F. - ~ M ti 18" FES INV 22.8 ' 27,913 S.F. ~ ~ ; ~ ~ ,,~.i t 0.64 AC.f 3 ~ /Y _ DARRELL PETERSON ~ A z
" ~ " 30,205'~Sa". , 0.64 AC.f a 1 k 2 SDR 26 WATE. MAI ~ W/10x10 x18 ED 0.69 AC.~
~I (BY OTHERS) . w ° 42 W ~ ~ ~ 'ti DEED 800K 704, PAGE 197 ~ ~ ~ ~ i ~
2 BO ASSY BY J HERS 18 . FES INV 22. ( ~ , " 4~ ti _ 36 36 26,578 S.F. ELEI~ATED WETlAND i ~ Z
` ~ W/1,0x10 x18 ED 23,066 S.F. 21,612 S.F. , h 21 ' 0.53 AC.f 0.50 AC.f 0.61 AC.t ~ . ~ pEQ~STRIAN CROSSING
' 23,335 S.F. 21 949 S.F. 21,949 S.F. ~ ~ i` , ~ i~' ~ ~ W
32,064 S.F. 23 o ~ 2 BO ASSY ~C.54 AC;t 0.50 AC.f 42 283` F. h 2 BO ASHY ~ I , 0.74 AC.t S, N:, (BY OTHERS) 0.50 ACIf
'0 3Q~754 S.F, _ _ (BY OTHERS) 0.71 AC.f 0.97 AC.~, ,
ROCKY POINT ~ ` _ 37 _ _ PROPERTIES LLC i 29 ~ ; 3~ 21,18 S.F. I' o ~ ~ W
` 43 ; f DEED BOOK 2716, I f ~ ` 21,479 .S:F`. ~ ~ ~ . ,u ~ ~ - ~ ~ A
PAGE 246 28 25,591 S.F. ~ 39 ,z~ ~ 21,1}79 ..,.F 22 0.59 AC.f f 0.49-AC.f 0.49-AC.f " ~ 1~ 8x8" TEE ~ ~
50 RADIUS ` 30 251 S.F. 20,076 S.F. t ;t ~ , , ' 24 FES INV 21.0 O e ~ r W
36,936 S.F. 0.46 AC.f y 21,203 S F R~V11 ~ 0.69 AC.t _ , - o.4s Act ~ ~ 3 0.85 AC.t 1 8" GATE VALVE r O ~ W/10'x10'x18" ED rl O ~ `--2z w
, ~ - WY 5 38 I 21 S.F. (1) 8„x2" REDUCER ~ ~ \ \ ~ ~ ~ ~ s4. W ..49 AC.f (1) 2 GATE VALVE ~
n
' ~ ~`s 2" DR 26 WATER MAI -X64:88 - 4a ^ W ~ f ~ W W (BY OTHERS) ~f
N85 45 _ _ _ 'BY OTHERS) ~ ' •
- ~ s`3 ~ W W 8" SDR 21 WATER MAIN (BY OTHERS) ~y '
\ • . z t 44 ' ~
o r -
w, 59;208 S.F.
, EDMUND KERR , cn 1.36~A~ f " ' ~ 'E INV 20.\ , ~WS ~ W y ~ MMON~~REAr y W a V
DEED 505 PAGEr97 ~ BLS 24 E'E INV 20.5-' 1 Z \ 1 " 16 18 45 w~~o x o x18 Eo x 0x18 ED ~ Vie,? W e~k W W W W W •Y ~V ~ ~AM W~LBUR H
! _ ~ r~ ` 4' x 20 ALUMINUM 20 ALUMINUM~BOX ~f' y ~ • k W y y y y y y ~ DEED 800 :460, PAGE 227 ~
5D R W - - 26,059 S.F. 33,275 S.F. CULVERT INV 17.5 :RT INV 17.5 ~ ~ y' W W W W W W W O
~ WANDA FLITCH `0 r~4»f 0.76 AC.f ~ ~ " 1:~ ~ w/lox x ~ ED 25 RADIUS DEED BOOK 1459,. y~ y W y y y i r~~~~~, ,x ,;x18" ED i ~ , ' W REMOVE EXISTING BO ASSY. W ~ a " y W W W y y CONNECT TO 8" WATER MAIN BY OTHERS , l
PAGE 197 W y W y k,s ~ ~
W y W W W W y y W y T ~j~iy W
5O R W ~ ~ j W W W W W W `y W W W ~Y ~ W ~Y 4 ~ _ W -W ~Y ~ iIY y y. W W W
j y W W W W W W W W W W W W j r ~ W W W W .Y .V W W W W y' . ( W W W ~ j~W~W'~W W7 ~ 1~~ W i+ O I
T - y W W W W W W W WEryLANDS W W W/ •Y y w ~ y yg$~2 1 W W W W 8~, W ~ 4 x ~0 ALUMINUM BOX - - r~, ~ c0 ~0
' ~Y W---ro .Y y y COMMON AREA y y y ~ TYPICAL CUL-DE-SAC ~ - - / I,. y W W W 71ff1 D ~Y~W ~M.. W W ~L' J• y / y y y y y y y y y y y I
. ~ NV NTS _ W .,`y = ~ G~ EasEM~r ~ ~ ~ y r •Y W ~L' J~ W 1 Vh~ ~W W W W W ~Y y~ INV 18.0'° .,r 1 I y~~ n r~ ~ 1 y W W y y /10'x10'x18" ED ~ U1 ~ w
W W W W W W..~_ W W W W W ~ 1 ~ ~ QA ~ 0~ a ~Y W W W ~W M,N1~ W 1 1 W W ~V W W a
W W _ W W W .~PEDI SP`ACEW W W ~V J ~V W Wf W y W W W y SI r~~- ~ ~ t `~uJ V •I~ W
" " ' y y ~Y W W ~,DD9 S.E. .V W W J ,w , W J ; ~ W fALLBR00K W W W } ~ ~ `'w ~
REFERENCE N.C.D.O.T. MINIMUM CONSTRUCTION STANDARDS FOR SUBDIVISION ROADS _ y • ,t y 0,~1 A~ f y y / ~6~ R LEGEND ~ pp,a ~ ' 16k MB 45, P 080 y y - _ 1 ~ \ ~ ~ ~ N
~o' 'o, ~ EXISTING CONTOUR _ ~ `ly - y ?g 6 6 6 ig ~ y W y I ~ ~ Hd{~aW
s" Ec 63 EXISTING SPOT ELEVATION - 4 W ~ 1~ W W ~
TYPICAL GRASS SCALE p ~ - ~ 26 ~
4' ' a• a PROPOSED SPOT ELEVATION ~ 3., s 3: i i, ~ ~
; a, ~ . ~ ; , DROP INLET w/INLET PROTECTION ~ s 1 ~ - -
6' ABC STONE BASE ' ' •f- STORMWATER RUNOFF DIRECTION
1.5° SF9.5A SURFACE COURSE , CONCRETE AREA
FALL BROOK .LANE 2',~1 22 2~
RESIDENTIAL COLLECTOR ROAD X-SECTION _ (175) LANDSCAPING w AREA / ' I
NOT TO SCALE SHOULDER & SWAGE LIMITS OF DISTURBANCE ) TYPICAL DITCH SECTION
NOTE:
.PAVEMENT DESIGN SHOWN IS BASED ON _ TSF _ ` X X TEMPORARY SILT FENCE , ~ ~ NCDOT MINIMUM STANDARD. FINAL PAVEMENT as I _ ' ' _ ? .SEAL. t
DESIGN SHALL BE VERIFIED BY THE OWNER'S way - W W -PROPOSED WATER MAIN 1 ® - ( _
GEOTECHNICAL ENGINEER. w~'~ - - ' _ 2X,U 7REA7ED SS SS PROPOSED SEWER MAIN ' ' - - - ~ ~ ' I ~ i ; .17374.
- SD SD - PROPOSED STORM DRAIN ~ _
50' R/W . ~ ~ ~ 8 X 8 iflFA$D W a v W W I 4u"N \
s s s' s s' WETLAND AREA ~ 18'f g QJ f£NiQt
8" 2 X 4 iAEVhL 1 i _ ' _ _ ~
WETLAND CROSSING AREA ~ i /4"/FI' t 4" Ff ~ w~ ~io~c ear, _ 1 I , f ~ I DATE 09-26-08
1 e WMANDS `1= DESIGN PGT
20 19 18 6 ABC STONE BASE SE 18 17~ 1 F~ - DRAWN JPS
1.5' SF9.5A SURFACE COURSE gUNQv %r ICAL LOT' LAYO
(wr m SITE E 1" = 100' F NTS
LOCAL RESIDENTIAL ROAD X-SECTION
NOT TO SCALE (W/ SHOULDER & SWALE) BAR SCALE 1 "-100' NOTE: c 1
PAVEMENT DESIGN SHOWN IS BASED ON
NCDOT MINIMUM STANDARD. FINAL PAVEMENT SHEET 1 OF 2
DESIGN SHALL BE VERIFIED BY THE OWNER'S TYPICAL WETLANDS WALKWAY SECTION 100' NOT TO SCALE 50 0 100 zoo 300
07096