20080537 Ver 1_Site Plan_20080425

M *ti
Lo
~ ry
` ` LOT 1 LOT12
CULVERT•11 1 r~~yy ~ ~ w~
" LOT 2 r I ~k'~'~" , { 19 4r ~ Ctr
LOT 3 LO 4 ,
~ LOT 13 .LOT 13 - ~ ~
LOT - l~ untanfn f~iii ~ t, - - d,. '~~Iyy
_ , I"MD.A v LOT 6 LOT 7 LOT 9 , i 4 < ~ IA1~ I r'u,ac 1~ _ ~ ~ 4 a,~;r t F ~
y LOT 5 ~ ~ I ww
- ' .7 CL APP i 7 ` r ,nv s--.. C~ii ~ t ~ ~ ,I ERT•7 ~ 1~ i ~ SITE
- - LOT 26 - G . ~ ~ ~ ;
~.x *~y . r r"~ ~ ~ ~ ` '~.rar,~
a;, ~ ' P, Itety H~ ~ ~ ~ ~
_ ~ / m
t:>: , ~ , ' 1 ,a ~ ..JI l ~ ~ ~ ~ 19 neaPnlis r
_ LOT 25 '1~1 , ~ , ~ I;, [ ~k
t ' x4 ; li wh~~-
' ~
o . ~a' ~ a Uit11e~ a'i ' (/a Valley • a~ ' ounla, ` _
Z ~~~(Caryenter , i ~ ~t~~ I Bo~tpm ~
. CULVERt- ~ ~ ~ CULVERT•5 _ ~ ~r~v ~ ~ I
CULVE •16 , - ! ~7awalom ' ~ ,r ~Bece Il ~ ' ~ ~ $art h ~ .,y,( dtnut 3nmyrsi,' ~
.LOT 27 LOT 24 t ~ J~~~an la J~]ortnt ~ ~ ' O!1
LOT 28 _ , ~ , ; 1
LOT 23 , t, Uroek f ~ ~~es ~ ~ d ~ ~ I ~ ~ i 150 ~ z96 ~ ~ ~ - ti I~I~
N r~ k ~ ~ N , ~ ~ 1
f, ~wshAV. , d~~,
~.1,} f~ ~c 'I~LC~kout. 11~CVi.A1~l.~~~f~1, t, 1
w... MAJOR ~ONTbUR 19 ' ~ 1 `l ~ ~j ~j, ~4~I1/ i
MINOR GONTQUR r. SITE BOUNDARY
Ay Q RIG T OF OT ~ ~ ~I treat d witi~ 2b06 Natlonal~Ge ra ~ i~. c 2nr 5 Tele Atlas Rel, 8 2~u~
LOT 22 LOT ~ , ~ GENTERtINE t,~F ROAD ~ ~ 'i.. 'tip ~ ~ r ~ M1 E
CENTER LINE OF EXISI7NG 1JICINITY MAP ~ ~ ~ , a~.N
STNEAMICREEK , , ~ 150` 0 300' 600' 900' SCALE; N.T.S. ° M
WETLANDS SCALE: 1"= 3D0' _ LOT 19
LOT 29 TO N M eC 4"
VERVI W 0 ~
PLAN VIEW -CULVERT 11 0~~`~~1"' ~ ~
WLAN VIEW.- CULVERT 16

3640 ' ~•`ry .a ~S': 'AJ . . ~
'N . a _ _ ~3 _ / E~~~ ~ ~~a
.p _ _ . . a W E ` ~ ~ ,
W E _ - ;s.>, ~ ~ / - ~ e ~ a°a
v y~, see
. 3620 7-- o ~e~~A~N?tdldE0dld1!
T
A _ - -EX. GRADE ~ CL _ ~ er CO
ROAD r _ ~ I © O ~ ~p ~
`C M O - 1 _ ` ~ , r N d/i
3600 -
_ _ _ , f`
/ C
240 ~ " / ~ ~ ~ ~ ~ m ~ Z
.O Ter
Q R ~ 3580 ~ v o d ~ an
q+OU ~ _ ~ ROPOSED GRADE _ CL ROAD _

1+00 _
~ \ , '
= ' c
3560 ~ ~ U
A ~
am~8
, ' ~ CJ
_ _ yy ~ ~
3540 , ~e / ` w
y _ O+QO 2+00 4+00 6+00 - ` ' W ~~oa
~ ~ c
' ROAD X-SEC. -CULVERT 16 . .
SCALE:1"=100'(H);1'=20'N)
25' ~ 25' 0 50' 1 C0" 150' 25' 0 50' 100' 150' M W
a SCAL
SCALE'; 1"=5D' SCALE: 1"= 5D'
3750 3750 i
3575 _ ~o _d
a /
U ~ ~ ~
. m... _ _ _ 3800 ~ ~
' _ 4 _ a- _ _ _ x . _ n. ~ " ~ C _ o~ _ .
n: _ _ _ t~ PR PosED c. o ~ 3745 3745 ~ X n PRpPOSED CL ~ z ~ _ OF ROAD / APPROX, ©RADE'Q
3570 - . ~ N W U _ / STREAM BOTTOM... Q
S U _ _ ` _ a d.. m n _ r.~ k~~' _ ~ V1
~ a ' _...,r.._.........__o. a ~ _ _ _ _ o ~Z 37$0 N d' ~ i fX~
~ \ _ b o w QQO~ ~Q/ i _ Q J
, . _0 ~ , o ~ _ _ , . I ROPOSEO GRADE. w°? \ fY
t~ + ~ _ _ _ ~ ~ GL ROAD o \ / 3740 3565 ~ _ ~ 3740 ~ ~ V w~
x > ~ ~ - _o z _ . v~_ _ _ _ ~ ' ~ W h
370 / as _ /
_ . _ ~ a
o ~ ~0 X31 ~ \ _ ' a _
w_,...... . a _ _ ~ / USE COMPACTED ~
P .rag C+ APPROX. GRADE A ~ 3735 ' STREAM BOTTOM 3735 - - iu s I o~ Nw' ° r ~ r d- w~
3560. _ ~ 3740 _ . EX. GRADE ~ Gl. 1 oM _ _ _ ~ . J II ~ ~ i
. _ _ . _ _ r,. _ROOAD
oa oa FILTER FABRIC as
r °d~ n ~ Cf
O -
3720 3734 3730
r 16+00 18+00 20+00 22+00 3555 I 0+00 0+50 1+00 1+50
0+00 0+50 1+00 1+50.
ROAD X-SEC. - CULVERT 11 STREAM X-SEC. -CULVERT 16 STREAM X-SEC. -CULVERT 11
SCALE; 1"--20'(H); 1-41(1r} SCALE: 1"=100'(H); 1'=20'(V) SCALE: 1"=20'(.H);1"=41M

Main Culvert Crossin Narrative
M My
' ~ ~ to lon the ro ose d _ The four (4) culvert crossings propased with this proaect are lots d a g p p
f these ra ased - ~ ; -1 'N o~ ~
oad at statrans 2+11, 20+11, 33 49, and 3+79. The purpose o p p ams ithout ~
crossm >.s to help mamtam the natural flow of the existuig perennial stre w i
be Carre ated e at1ve a.mpact to facilitate the new roadway, All propased culverts shall g g ~ ~ ~ ~ ~
et 1 P' e C , a ~p s (
W E ~ a i ~ ~~4
' ram the Co s of En ine rs and for to an work being done ul the streams, all permits f rp g e Y ' LOT 11 ; ~ U
uali must be a roved: Onl after their he Noah. Caral~na Divisron of Water ~ tY pp y i w
approvals can any work commence, ~
i
or each of the erossugs, flowing water in the existing strealmbed has to ~ pumped S
LOT 1 around the :area of construction dun tie lacement of the i e s . Sand s or other 1~,
p pp - ~ CU VERT -11 1 LOT 12
a ro rate materials shall be used to hel divert the flow aka from the tem orar work 1?p p p Y p Y ~ ial care should be i LOT z
area, At no tune shall the natural flow of the creek be impeded, Spec LT I ~1
ake duri t e ositioni of the culvert to hel avoid unnecessa disturbance of the ~ 3 L 4 i n ng h p ng p
be laced ~ existing seam, Once the pipe has been set in position, the fill matenal can p ~ ~
overtop the culvert, Silt fence should be placed at each end of the pipe to ensure that any f ~ ~ r ~ LOT 13 'g _ \
- ; " LOT 8 y . excess fill material does not enter into the seam. Qnl after the silt fence has been
LOT fi L0T 7, aced ma th raadwa crossin be fine ded to the ro er elevation, ~ 1 y c y g gra P P LOT 5 'I LOT 9

' ' 'ca 'ons to this Narrative due to an ' rmit a royals t is to be noted that any madifi tx y pe pp _ - ~ 'Il i LOT 26 CULVERT - 7 0
e utred far these culvert lacements shall be to the discretion of each agency s -
~ p 1 hold recede t o er these se ence of events. cpresentatve(s) and shal p n v qu _
Culvert Ri a lnform~tion Ri Ra Outfall D~menstions '
quanti Size in Material La Wi Wo hr I~,. m A r ~ 1 ' ~ ~n
8 ~ 21 CIS P 20 .525 * _ _ r ` ~ 4
7 1 15 CMP 1z 4 ~ y-
1 t ~ 21 crUi P 2a ~.7~ _ ~ W Lf: G1 ~
1B 3 36 CMP - i
CULVER -16 _ _ I~ > , GULVERT - 5 O O
* NOTE: V~idth of Rip Rap outfall Idimensidn Wa) should reach the entire ~idtfi LOT 27 _ ..m _ r _ LOT 24 ~ / ~ rn
~afthe existing creek,. _ LOT 28 ~ ~ ~ L(~T 15 ~
~ LOt23,
la
1.0 16
PRCPQSEO WI RIP RAP OUTLET CHANNEL W0. CULVERT OVEa~I~~W

,
L~ LOT 22 ~ ~ LOT 18 LOT T~ ~ ~~~9nan ' ~
N TE: Q q4 ~a a ,,I
0 ALL CULVERTS ARE TO BE PLACED SO THAT ~0 /o II g VS 9.t,! ~
EEI~'
0 BELOW TH X S ING STREAM $ED. F THE PIPE IS LOl' 19 ~ ~~m~ ~ ~ e •o>
LOT 2`1 LOT ~0 ~
39~ _ MAJOR CONTOUR MINOR CONTOUR a~ e~
_ ~ r SITE BOUNDARY fffPfllf!ld7N N4P4j16 497 I
__r.._._.._.~_,.,._._ ~ - RIGNT•OF~WAY I - ~ ~,i
.a ..,.,..u_.._ / - CENTERLINE OF ROAD , r. ~ , ' p
0 " ~ CENTER LINE OF EKISTIN6 , ~.x _ w _ , _ u ~ • \ - 150 0 300 6~0 :900 a > STREAMlCREEK
3880 . ~ . ~ SCALE; 1"= 300' ~ va
, , _ WETLANDS
. `-PROPOSED,.. RARE _ -
Q CL ROAD ~ ~ ` m
......m . ~ _ _ . ..=7~~
38b0 - - - - _ _ _ . f..,.~ _ ~ ~ a c a p a
_
. f , _ _
. n a _
c~.
3$40 - a _ , . ~ . m a~ .
w_. ~ , . . .v.. , .
4.. ROAD _ _ p, U~
_ R . _ a~ y " M ~
~ 3 f00 _ ~,_e~_ _ . .
3820 _ _
32+d0 34+Q0 36+00 38±00 33+00 ~ U ~ c~? t~ N ~ I- O Q ~
u~a~h~~
ROAQ X-SEC -CULVERTS 5 AND 7 a
~CALE;1"=100' H • 1'=zp' 3890 ' t / _ ~ ~ ~fw e
4U~.
/ _ / _ ~
Q~
3865 PROPO D CL /
~ a v. _ ~ _ 3885 OF OAD APPROX. GRADE _
Z ~ ; PROPO ED CL ~ STREAM BOTTOM / 0 ROAD

Z _
Un' a _ _ _ Q N . Q' r\~i-
38bO ~ APPRO%. GRADE ~ to ~ Q ' w ; ~ ' / 3880 ~
°~.a _ STREAM BOTTOM t~
. . _ . _ ~ a
LL ~ / m _ ~ ~
3855 ~ ''~,y ~ ' o o o
' ~ 3875 . _ . , _ _ _ _ % SE COMPACTED ' I a~
' r ~ ;FILL SOIL ONLY b _ . m~.~ _ 0
O / _ _ u a. _ f 7
W
~ _ USEC(SMPACTED _ i d ._~e.~..,..,m....w._e_ _ _ _ ~ FILL SOIL ONLY ? ~ ; ~ 0 / ~i W Li. ~
50 --G--'- o ~ - / a 38 / w o . J
.....'U " 3870 +oo
~ _ _ 8oz. FILT RFABRIC; _ 0 ~ U 4
.h. . ~ . K 0~.. / ~n ~ _ ~
'a~ _ t~ ~ _ 8oz. FILTER F RIC O .Q ,
r 0: z a . _.,w...~...~ .w ...,w.,N. ~d _o
' X00. ~ . _ _ Cf N LL ~ ~
3845 c N
n,rv, n.en jinn d~~n 3865
SD V*W Vr„IV ITVV IT.IV 0+00 0+50 1+00 1+50 0
a Z PLAN VIEW.- CULVERTS 5.ANQ 7
F 25' 0 25' 0 50' 100 150'
STREAM X-SEC.. CULVERT 7 STREAM X-SEC. - CULVERT 5 SCALE:1"=20'(H);1'=4'(v) SCALE: 1"=20'(H); 1'=4'(V) SCALE: 1 SCALE: 1 5Q'