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IMPACTS
m LINEAR FEET OF STREAM: 135 FT
3 PERMANENT ZONE 1: 8,261 SF STREAM CROSSING
~ PERMANENT ZONE 2: 3,907 SF
TWIN 84° CULVERTS
~a CORRAGATED ALUMINIUM PIPE d... TOP OF NW El,. 213.5'
WOODEN LEVEL SPREADERS 46 LINEAR FEET C~ .021 ft/ft T~P~~~a*E~=,=~ TQP OF CULVERT Et» 212.5' OF 1 TOP OF CIX.VIERT IL 2120
OF 1 MP OF CIX.VIERT EL 211.W
it
8 1 13FT X 1.65CFS = 22FT INVERT IN: 205.50' -84 0 AAA M TA L IPE
Q INVERT OUT: 204.50' 461 f C~ .~21 fit f t
4 Q ~
2 13FT X 5.80CFS = 75' DISSIPATOR PAD ~"~'~"~~°59 INVERT IN EL. 205,5'
N~' ~r o VRT OUT EL. 204.W
1 LEVEL SPREADER = 40' Q10 = 208 cfs
1 LEVEL SPREADER = 35 56' L, 23"0 CLASS 2 STONE, 27° THICK
3 13FT X 2.58CFS = 34FT
a
~ 4 13FT X 2.99CFS = 39FT
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O I ( N/F I / r N~ ' CAROIYN JOHNSON STEVENSON ~ ~ N/F
D.B. 1056, PG. 420 CANDACE W. uANDACE W. & SON G. EDDiNGER
PIN # 1614-54-5271 JASON G. EDDf N I ` D.B. 20fi5, PG P.B. 30. PG. 3. 2065, PG. 356 Nib'
X06 ~ I PIN # 1614-53 255.9 ~ PP r...~_ 30, PG. 181 JIJRCE SAiNZ N/F 1514-53-1543 C.B. 1~4o PG. 72.3
# , JAMES THURMAN McLAMS P~8. 30, PG. 181
& MARIE 5. McLAMB Pied ~ 1614-53--0278 D.B. 24Q6, PC. 372 21a ~WY
~y~ I 10'X70' SIGHT 1 I ~ ~ r minNC~ I~ 23 ~ t. NC PIN 1614--91--,3886 1~
a o V.I + E,~.+aT ~ 0 529 A a:
J. ~ g 25,00 sq.ft. ~ z
g ~ 0.574- O O 2~ ~ `ca ~
a~~ 3 ~ c ~ ~ a
A o -1 R C
~ ~ ~j 37, sq.ft. 40,865 sq.ft. i~,'< g ~ , ~ \ 0.868 AC. 0.938 AC. i~ ~ 0.539 . t. 2 .517 ACti~ i^`~ _ u r ' r r ; ~ 4
r ~
cv. I E"s~'"a' I ~ ~ i i
~.i~x~~~ SIGHT . S , ~ ~ / / 4; N POWO
II I i ~ AN ~ ~ ~ \ \ / / / / / RSp 3 / / ~20' DRAIN T6E
PPZ ~ o iw~ r ~ k ~ ~ / / ~ 35.0
1 ~ a ,II~ / / / q ~ r 2a a S . Y) 1
,i~, .459 A ~ ~4~,, ~ _ MAP
I `~yC~ ~ ~ ~ / O 20,000 sq.ft. 43, 65 sq.ft. ~ r n ~ 31,383 s .ft.. Q ~ ~ t 1~ q ~ ~ Q
' 54~ 3 77 sq.ft. 0.459 AC. 09 AC. (C'y ~ ~ ~ ' >ti p / 0.7~o AC. ~ ~ ~ sq. DAB.
I 58, 40 sq.ft. / 23,613 sq. 0. 1 AC. 1 _ ~ 4 ~ ~4~ ~ x, ,277 sq.ft. Q ~ ~ ,:r ~ AC. tih . / 7 . V Y i -,4z ~ 0. ~ 1 AC.
1.337 AC,/ 0.542 AG ~ ~ 7 2 at 4 4 y ~•,j 04
,C' ~ D6 q. ft. ~ ~ ~ t t>~ ~ tv"
7 s . ft. ~ .~9 33 c• q .~a~,... L / ' •p
I ~ ~ 1 ~ _ 2 ~ P`M`o ,206 q.ft. I Ei r 23,549 .t. ~ \ O 0.46 ACt. R~w~o 0.533 C. f 039 , ys:;~' C , ~ ~r? ~r, ~o x 70'
~ 22,3 sq.ft. ,o' x ~a a` , . s+cw~ ~RiAr~c ~ k ~ y r,, ~
0.51 AC. ~c TRIAN R30.0• - ~ ~ ~ 8 ~ ~ @~ ~,.f n
s 2a,451 s .ft. ~
~ N a 47,902 s .ft ~ .469 AC. ~ o ~
INV z~8 INY 250.35 ~ H ~ ~ / ~ ~ a ~ O a LEGEND. o a , .rx 1.100 AC. Y ~ ~ I f ..M.rrwwrw..wwr.r x ? }i~4 `0
WV 249.98 8 t TO 8E ~ / 0 ' t 8 REMOVED I ~t . 4 ~ ~ =rye 20` aRNNAGE EIP - EXISi1NG IRON PIPE
EPK -EXISTING PK NAIL ~ s°° 838 s , ft. J ~ NIP NEW IRON PIPE SET
wyz~.n ' N ~ ~ 1 g~~838 sq. ~ ' 25,369 sq.ft. ° 19 ~ ,439,359 GENEVA HALE ETHR(DGE 20,276 sq.~ft 1 a ~ V S . ft \ s, ° R/W -RIGHT Of WAY 439, 359 s q 2.._ 71 s . f . ~ . L ~ i
& CHARLES H. HALE, JR. ~ 0.582 AC. q u CAN -CABLE TV BOX 0 81 AC. , ~r; f~ 1 A I ~ 901 s .ft. .~2 q .
x ~o' I PIN # D614-33 3955 xi iwaric 20 0.465 A~. 1 EB -ELECTRIC Box 4 I 20 75 s ,ft. ~ ~ q TEL -TELEPHONE PEDESTAL .a41 Ac. ~ ~ ,
5o.a PP POWER PO LE I AC.
~„„Z,~„ I ~ 50 . ~ > 20.000 sq.ft i R/w oHL - ovERHEAD UNE 1 1 > 2q DRAINAGE I 20,p LP -LIGHT POLE
! ' 21,486 sq.ft. , 21 0.459 AC. z0en°soie"n"r 1NV245~1 ~ 0.493 A ~ 20,000 sq.ft. EA~iENT P~+ ~ wI~ WATER DETER y 20' DRAINAGE YVN WATER VALVE
1 EasE~EN~ ~ C Co _ sEwER C~EaN--our
I ~ ~ 0.459 AC. 1 ~ ~ = -UNSUITABLE sOILs
f ~ ~ - t~ / SHALLOW CONVENTIONAL soils 4
~ 23 j i 24 2 1 I / I
49 120,000 PHASE 2 ~ 23,601 Sq.tt. 22 20,000 sq.f~. 2a aoa ~ i~ q / 20,185 s .ft. ~ , q
Si:mVIMARY INFORN~A4 ~t~N 0.542 AC. ~ 20,000 sq.ft. C~ i ~ ~ . 1 I ~ ~ • 3 A~,.
/ 6 ~a: i 1 :1 • ~ • ~ ~ sq,ft. 4 a
DEVELOPMENT NAME: Brigh~n e~Subdivison Phase 2 \ ~ 0.4 A ~ ~ N ~ ° 48 ~ i I / a~ o ,000 sq.ft. 0.476 AC. ~ ~ ' ~ N/F
33,863 s .f~. 7 109,943 s .ft. ~ AC q ~ / JAMES ~tiURMAN McLAMB r.. / ,
~o' x ~o' STREET ADDRESS: NC HWY 210, ~ ant Grove Township 26, 358 sq. ft. \ N ~'a'T'~ ~..--r--' ~ - 0.777 A(. 2.524 AC. & u~~, MARIE S. McLAMB 'tea ~ s D.B, 2406, PG. 372
PINNUMBER: 1614-43-3209 ? ~ 0.605 AC ` PiN 1614--91-3886 .ti ~
.r,,, ~ ,.a,
TOTAL ACREAGE: 60.66 AC q' 7 ~ a
PHASE 1 AREA: 12.59 AC 26,397 sq. ~ \ ~,.,t, sq.ft. ~ i \
PROPOSED R/W AREA: 1.74 AC 0.606 AC. \ 40 39 20, 38 ~ a ~ AC. 28,479 sq.ft. c 04
AVERAGE LOT SIZE: 39,347 SF ~ a 20, 00 sq. , ~.,,v ~ 0. AC. ~ tip: ~ , ,r R5
20,00 sq.ft. 20,000 sq.ft. 0 59 AC ~ s :4; ~ ~ . . >t~.~,~, a.o ..via n. 0 /Q ~ ~ sq.ft. F ~F~, 4) Cc
k 0.45 AC. 0.459 AC. '7 ~ , co ctj •c
AC. ~ so RIGHT of WAY 27,611 sq.ft. ~;U 0.459 AC. ~ , J., rti ~ .s,! c
ZONING DISTRICT: AR 46 ~ 634 AC. fir, i 20' E~
SETBACKS: 31,264 sq.#t ~ ~ / / : , : oo~ 8 2Q PAVEM 4 ~ ENT 6 6 ~1 ru_ , s SHOUL[?ER SNgUID ~ / / ~<,;r ~ ~ ~ ~R ~ ~c~ DtTOH
Fxorrr: as • ~ a. s ac. C1 t~.'~ ~ ~ ~~'~;t ~
SIDE: 5' ~ y • ~ ~r~~ti , ~ ~ ~n, 1 ~4 AER FT: 1 20000 sq,ft. ~ < ws~ 0 459 AC. , p~R
CORNER SIDE: 20' RS.o' 9 21750 sq.ft. ~ .ft. 0.459 A 4 q ~ 35, 9 sq. ft. 4; ~ : R, =ri* ~ ,1 LOCAL RESIDENTIAL co 0
S 25,971 sq.ft. 0.499 AC. 0 AC. 0.82 AC. ~ ~ ~ B S~' S.5 ' 2" oz 6SP 5.5 A
0 / ~ 6 A ~ sup~RF b O ~ SUPERPAV'E ASPHALT MIX i Co -W
INSIDE CITY LIMI'PS? No 0.596 AC. -RSO.o' 8" ABC
42 4
PROPOSED BUII~DING USE: Residenrial5ubdivision 44 31,663 s ' .727 PROPOSED SINGLE FANIILY LOTS: 64 ~ ` 78, sq.ft. ~ ~ 31,663 sq.ft. Y , 102,324 sq ffi. ,984 s ~ ~ 9 ~ ~ 0
,727 AC. ` p ~ ~ ~s,> 2.349 AC. .a o~ 0 AC. ~ ~ , , W 0
f ,.r , ' ~ t 101 149 st^~,ft. ° JJ Al ~
PROPOSED OPEN SPACE/RECREATIONAL LOT: 1 1.798 AC. ~ l + f Cl) c: co o
° °sRO~i 1 2.322 AC. - ; ; J,, ~.;~a,~: ~.1 1 f AtiE t n, F 0 memo
PHASE 2 SINGLE FAMII,YLOTS: I1 ~ ~ 53, 93 sq.ft. DRAIN 20 DR ~ ~ ,r, I 20 T M~ EA M r' Iv, ~t~::
PROPOSED OPEN SPACE/RECREATIONALLOT: 0 ~ ~ 1.219 AC. t. 1 ~ 79 290 s . ft. r~~ ~ q yq A ,.1 V ~ Y
,t~_. 1.s20 Ac. i CD c0 1.~
PROPOSED DENSITY PHASE 2:.87 Units/Acre I i ' r ~ 4 / jf
II 110 9 s(^( . #t, , ~ , „
OWNER: ~ ~ 2.547 AC ~ ~
Marcus Edwards Company ~ ~ 1 ~ ~ 124, 1 sq. ft. ~a: ,
PO Box 610 ~ ~ ~ G 1 2.84., A~. ~ ~ ~ ~ , ~ J~ : ,
Youngsville, NC 27596 ~ ~ r ,
(919}-556-9007 ~ a_,~ : r ~ ~ . / F.
~ ~ ~%r ~ ~ i i' ~ ~ r , ,.-r'
ENGINEER: I ~ t l,~ <,~~Q. / / ~ / ! /
a Crowley & Associates, It1C. &CHARLES HE H ED JR. ^ v V ~ t -c~, f
19Of) SOUtIl Malri Sh'eCt, SliitE i2Z PIN ~ 614-33 3955 l ~
Wake Forest, NC 27587
a [phone] f/
N N ~ ~.u4 ' ~y ,..~~p;ttir fir{,,, l-~~
N M ~ ~ ~ ~ ~ / ~ r'""'
. ,fh ..1. ~ 4 ~ .Y
8 NOTES: y-F~ ~ ~ /r t
N/~
1. SITE SURVEYED BY CAWTHORNE, MOSS, AND PANCIERA SEPTEMBER, 2005. ~n / PNIL.LlP o. & -n
p 4~ -q JUE7l7H A. PABST 7J (J G ~ D.B, 165 y p PG. 257
2. ALL NEW ROADS WILL BE BUILT TO N.C.D.O.T. SPECIFICATIONS AND DESIGNATED AS PUBLIC. f.._ -c1 ~ P.~, 48 PG. 374 u CA w
~ PIN 1614-32-2558 ~ ~ ~ C3
3. NO LOTS SHALL .HAVE DIRECT ACCESS TO NC HWY 210. ~ ~ 'ti
Q 4. THIS PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD ZONE PER MAP #3720161400P DATED
AUGUST 27, 2003. T0 5. OPEN SPACE REQUIREMENT TO BE MET BY PAYMENT-IN-LIEU LE 'C
TT 0 AL AREA. 60.66 AC. 2 642 360 S . FT. r ~ Q 100' 0 50 iQ0 200 400
1 . 5 4 IMPERVIOUS. 9.099 AC, 396 354 S . T Q F.
LESS NEW PAVEMENT' IN ROADWAY: 2.631 AC. 114 592 S . FT. Q ZO
~ 6. ALL ROADWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS AND LES LESS IMPS V R IOUS AREA FOR REC SITE: 0.275 AC. 12 000 SQ. FT. r ~ ns ~r )
o SPECIFICATIONS. pR 15 7. ALL LOTS TO HAVE COUNTY WATER AND INDIVIDUAL SEPTIC SYSTEMS. REMAINING lMPERVIt~;)lIS AREA: 6.193 AC. 269 762 S . F . Q T x inn = tao i~
PROPOSED IMPERVIIr°)US AREA FOR EACH LpT: 0,097 AC. 4 215 S . Q FT.
15~ IMPERVIOUS ALLOWABLE BY DESIGN : is/2i/os ~caar Rr;v~s~ NCDOT REWSIONS MK
ND. DATE REVfSJQN OESGF ~e REVISION DESCRIP77ON BY