20071384 Ver 1_Restoration Site Plans_20070813

~
w,........ ,.,r.'"" ~ ~ ° `
,r,,,,,M„~. ~ ,,,,,,..~M.. ww""""'~ _
M~„M,,,
` ..,n,.,.. .r"".."". ~,,,r r.,«......
/ ,rwr"' ? .r.~•
~I w.wr,~'M' {

.r ...r.r.r..» fI' 1,.
~ r- ~
~,y~
S ~I' ~~~~'"y~ A~ ~rr~ ..wrr/'^n~ r~y~F+ YAr'~ _..~wM
r
i ~,,.r,,,, I' ~~IM~'~ Y~~~N 'ar+'~'~w rw.w.~ . _ o
Irw--- A+' M„w~., mow. wr..wn~w www
'mow .rw~""' w.?""
,,,,,,..,,....r 3 ss
t ,~..wY+~~'
,....w~' '"rte , «.«w"" .w+~'""'
" ,,,r,~,.....
r„I"~ ,..w.w~+" n+y,,,,w,,,rn .rr.wrrr «wwwww o...r

~_~~rr ~r ~ / } r""'~
~..n'~"~ r,,.'"rM~ r -.-r. ~ ~ \
.?"r a,.,'""""' .,,...•~w'"
M J'
~ ~
.r?"'' .w..w.~'" rw~w~r~n
~ ~ M
/ wow ..++rri""~
~r ~
.?r A~~ w www.~ Ir r~ ~r+iN'~~ «~y.w+M ,.1rr.r+VV'M M?rr+
~~M.rw f ~ ~ ~ ~ ~ ~ \ ~
~ rrn"r+
~o+ ~,r.++~
r , ~ VJ .r ~ y~ ,,r ~ ~ ~o W~~ ~ ~ ~ ~ t ~ ~ ~ ~ ~ .
O v~ ~ ,,,,,,,,,~,w,r"
r M r
Nr~ M J1
..~r~ W~~~ w+ w~~wr~ ~.~y~r~.•~
A~
•.ww+~ \ ~
{ , frn V ~ T ~ ~
,J /,'i /~r
n ~ _ r
1 ~r ' I ..w! ~ /
•r+"'~'"' ~ • + ~.r ` t ~ ~ ~
.r + 'r (/1 w~ •~,~„~y~,..~~wn,y~.~ wwwwrrw +wwwn+I~~
ww~ •rwrw~^"ruww~w•• ~N r1/ ~r w~„ ~•w+ , ~ /
~ w~~ ...aa ~ ~ ~ c, f ~ f f f ~ ~ t l ~ 1 ~ ~
.
y,,. ~ ~ \ ~ fJ/~ r
r
~.w~ ~ ~~r-- 1
~
r• ~ ~ / • ,,.r''~ r^'~ « ~ v~"''" ~jO ~ ~ ~ ~ ~ ~ ~ ~ ~
r'"" L
w/~MII/~" ~ ~ •t w ~M~ ~R ti
r ~z mn
5 A -I D t ~ ~ ?C ~ t
r ~ /x ~ ~ ` ~ ' j t
t~ ~ l s X k
• ~
f I~ . w N ~f ~r w?
~a L ~ ~ I / O r i •r y /
r r /i ~ ' ~ r 1 / ~ / ` / 1
f I'
rrl++r""'r" r..... ~ D I ~ D
i r o ~ ~ ~ ~ ~
:t1 X
.0 0
00
M' w~ .w+~' wwwww www.~r...u`~.w ~ «w.r.~w.. r«.pr~w ~M ltl Y`~ ! p ~ ~ Z 1
~ ~ o ~ ~ ~
~ ° z ~ ~ ~ ~ ~j n ~ m ~rn rn
~"M~` :(f) M :m
z t / ~ ~ m 1 ?Q
Y ~y ~ ' i ( p ~ ~ ~ ~ ~ cn m ~rn
~ D 1 / ~ ~ ! -t ` ~ rn ~
• ~ ~ ~ J A : ~ °D r~i~ ~ i N ~ O O ca
~ ~ r ~ ~~~5 ~ ~ ~ Z p ~ ~ 'm
Iz
~ D i f
i m -a
~0 ~1 f ~ ~ ~ cmr~ ~ ~ ~ ~ } { m ~ ~ r ~ ~
,p O~ 'D O ~ /j ; mOy ~ ~ l i ~J
O• ' -vO~C ; ~ ~ i
E NZ_O ~ ~ E ~ 4
. Oo Z y J i ~ ~ c~
v 1 l ~N6xz J 7 ~ ~ ~ ~ ~fi i
r ~ ~ N m ~ 0 1 ~ ~ I l ~
tr 1 ~ ~ ~ ~ ~ 0 1,635.800 t ~ E ~ ; ~
E 1 fi3 1
j i J f
F ~ t ! f f .r+ f ~ j 3 t ~ ;
j r 1 t ) i
f ffj f x (
V i ` F p~ ~ / I 7 ~ } f t~ i f ~
i
~t ~ ~ ~ ~ ~ f i ~ ?
1 1 ~ _l ~ r t t
t , t ~
~ ' ~ ~ ~ ~ i t ~
~ ~ I 1 ~ t 1 :1
E ~ t w ~ c 1 f ~
~ f ~ ~ ~ 1 s
. 4 ~ l ~ f t ~ : ~ ~ # ~ ,
~ ~ ~ ~
~ E 1 ~ # t {
I ~ 4 l 4 m xm
A x m t f 1 0o I f ~ : X = r
0o m : f f~ . X # -I , s ~ o f _o f f
~ ~ . ` _ , C , •t Z ~ 3 1 ~ ! r !
D ~ t ~ ~ ~ ! i Z f O ~ # O = ! s! 6
1 O~ ~ v f ~ f . O ! ! # E ~ pNOr , ~ # ~ • •P to tTl ~ !
~ ~ 1 S ~ ~ ss . f 1 ? f
y~q y jJ ! ! . ~ s ! ~ t ! ~ ~
€y_~ ( l~ ~ ! a ~ i i ~ ' s ? ! f ~s
l-~ . r T i i f ~ ~ ! 1 1 c ~
1 ~ : ~ ? v~n O Z ' ~ ! ~ ~ r! ~ 1 ~ s ! ~ s
j ( ~ ~ ~ Wiz' ~ ' ~ ~ ! ! f { s ! s # f ~ ! s ~ ~
F - ~ f j f ! ~ i r s 1 ! ~ { s
2 ~ ~ t f ~ ! s ! s ~ s f J ~ ! i ! f
_ N~ / 1 ~ r s s ~ t f r ! s ! ; ~ s ~ ~ ~ ~ 1 t ~
~ ~ ~ { 1 1 N ~O i ! f ~ ~ 1 ~ ~ j ~ ! J
J ~ ~ t p ~ t } ` i ~ t ! ! ! ~ f l ! ~ f ! s ! f f ! f
' r f 1 ~ ! ~ i r ~ t s j s s ! f ~ s 1 ~ ! s
~ ~ ~ ~ f s ~ ! s s s, s s ! ~ s s 1~
= l ~ ~ j ~ f ~ ! ~ f ~ ~ s ! ! s ~ sf s s f ~ s s : ! s s ~
! s s ! f ~ ! s r t ~ i ! s ! ~ f t
G~ ~ Z I r s ~ ! s s# s r s s ! f r s s ~ ss f s ~ r ~ s ! ! s s ~ r f !
~ 1 i ! s s ! ! s s ! ~ f s r E ! t ~
D p O ~~\\\\I I I f I11/~ j~~
i ti ~;::,ti
- ~`r t''~ . C,``E ; L rV4. .N f y• 1
•
~ ;Z V G~~ ~ ~ n y ~ R w. '4* i
O j~ 1 ~ O~ t~ ~ W O
s ~ ~ ~ ~
E I~iAP ~ PLE ADC OD~''YRiG )PLE
y No. 44135 E 2 5
•.,~t. • j • Y M tiq 'y~
~ ° ~ y r o~ ~l " ~ ;b ,t~ 4 ~ '!M ~ •~wM1 . s .•s+
~ ~ 's ~r r1 Z ~
~ ~ ~ O ? / ~ yr ~ ~ , .f~
~ m^ ~ ~ GJ .s ~ ~
1~ (~l 3 e ~ aD w 1
O ~ O ~ a
m ~s ~ V •+'NO ~ ~ v v
le o ~ D `7 . Z 3 ~o =~ma V 1 i
done L/) = " to a 30:2 > POO r art
m
M C. n~wN.r.W Z
v 4X 40 II M1Nr
~ moo as
O a
y o owl ~a O v
G ° ~ 3°D mom~ 0 CD rn =r 1
0 CA -Z cn 'yN
N (A O Z ~ ~ I ti. I - -
D
N:\Deaign\05000\05058-BothCreelc\ConsLdwgs\CuNertExtension\05038-01-CuIveRPlan.dwg

~ ~ 0
s
~ mac. ~-t.i
• • o III I If
• 1I{ ! !I
• • • • ~
• • ~ • ~ ~
• Ill I fl
• • ~ • ill I !1
• • 0
~ • • • C~ _ •
iii (1J • • ® • !I! f ~ it /'f
• III 1 0 !I x
• • ~ • t- ~ ~ • rn ~ /
-t - cn ~ • n • 0 x ~ iil=1 €i
• • rn • Iflof ~ I1 /
X rn ~ • Ill-~1 II ~
N ~ t z • ~ r-
rn ~ 0 _ • ~ •
• • ~ • l~~~f ~ ~t
D ~ _ • • - d ~rJ Il1~1 ~ I1
~ • r z l y iii i ~ ii
• • ~ ~j ll(1 1f
7~ • 0 ~ •
~ ~
_ • rn
• • • • N v~
A • rn 7~ • t'"`:.
_ _ • • N U~ EX. 191.0 BEGIN 1/t"'RT E)C'f'ENSION ~ _
• • • • STA. 0+50A0 INV.'/gOb2
• ~ ~ EX. IS SANITARY
• • • r STA. 0+51.87 INY. '1a1.00t m ~ ~ ~ r zr
• r
o ~ ( ~p
~ X N
z y g
•1 N
0 ~ mac. 8• s~~-r~ o x
-t CA STA. O+'i0.10 Z TO HE RELOGAT~D ~ PR4P. 8" SANITARY
+'7 W/ c ows/ EN~~Sa~r
Z ~w~~
STA. O+T350 INV. '/40.2'I
X11
A C '0
r ~ iz ~
~ ~ ~i
a a ~
~
g r
~D ~D 7D0 ~ ~ lp
_
(Jl \I' w ~ ~ ~ ~x. ~ao2 t r
~ o ~ ~
~ .a, X V( Cp W D
.p. ~ QI ~ 70 i
~m .
~ ~ ~
cQ cp O 3~ to
O O n c1t C~ C~ N~ i
•
C~ ~ _
~ o
O n ~ z l
EX. 781.8 ~
N ~ 0 t0 00 V O~ t7~ ~ W N ~
~ ~ new m~~ ~ ~ F- ~v~ ~cn ~o ~ ~i-
x ~ m~~~~~~~ ~ ~ ~ o~z m ~ o ~Z~~~ ~p~ o ~p cn;P w n~
°~Zrn~' n~ chic'' o ^'N~cZiom~p~~~o>oz~,,,"~oQ~zx~~ c~Z°~''~~8~ N Z~oA~pmNy cZ,) ~n0 n0 ~ ~ ~prn A ~ r~* ~-n~~c~+ ~ i~i~ ~ m~ ~ n~ ~c
z zzZ . n m ~_i,w~~cg~ a z m cn~ v~~^zz
~ ~~~il~~ o c~n~ r~* o ~ g 8'*~ A°z ~ ~ ~~z ~ ~ c~ v'~ `c~'
~rnpcnn~~ "i ~o o Z cn ~~~*+~n, ~ z'om r~~
~i N oz~*+ ~Q -a ~ ~ n ~ vi~'cv'rDA°u' y~~ ~m ~ ~n z~i ~i ~p ~ C~~'O- -IZO~C~N'-s~ <~~*1 ~ N ~N Vfy
O QQO N
~ ~-Q_ ~ D cn~n N ~ ~ ~Z m r ~ ~ g ~?1N
F a~zz~g~v~i~i~''i~o~~ ~~g~s ~~gz ~~~oX ~1~ r'y A ~ p Z O p ~ -1 -I n ~ ~ ~Z,~ Oo ~ ~ N ~ N O~ -r~ ~S'= ~ ~ ~ ~ ~ ~Zri
~ v m~Zmvy~~00~~~02 O~~~y~ ~OCnAp x'O?1 O~< ~z,~A m~ps~ ~
~O m~~~''~ ~x~~zN c~i~O~~Z~ ~ mD ~ ' c~OD '*t m ~ Z~j ~ t/~ ~ O m
~v m ~~~z~n~ ~ -fit ~ ~ rn ~w~~ m c~i~ ~a ~a~ o o ~n~ ~-I
~ 0~ ~ ~~~Te~Qm w~Z~ m m~~f ~p ~C N~ m
A~~ ~ Z~ O~ (Tt'~ ~ p m~ ~p m N ~
~~/n~ ~~jn~~m~ ~ ~ ~ ~ C O ~ ~1 ~i -1 ~Zy~m o ~ p v s ~ ~ m ~ ran ~m ~ c O ~ m AO~ '
~ W A~~~~ n W~ t~i~ 2 p v C n W D~ ~ N N 2~0 ~m Z~ - ~ O o 0 m z~ -i ~z ~ Z ~ ~ o~ m
~ r~ c~i ~~~~ao~°~ czi ~ ~ m~ ~ a~~ ~ o EX. 80zb
S j
~ ~ ~ v ~ m Z ~ ~ W ~ n aNO~ ~ ~ ~O m N N ~ ~ f~ Z C~ ~ ~ m O C~ n Z m m C
~ ~ ~ ~ ~ n -i cn • Z c~ m ~ ~ Z ~ -C rn ~ p ~ n
Z Z ~ v ~ ~ O C '~7 n ~ In*i ~ ~ z ~ D ~ ~ N ~ ? • ~ C ~ Z
c~ ~ o ~~F NNE ~ ao ~ ~ ~ A~ ~o ~ t+~= mS z
i
rn ,
A F ~ ~ ~ # Fx. M~w~ot~
r. ' t F ~j( rn

~ ~ . v: i~~ X .
X N i~
~ ~ ~ ~
rA- A i D it ~1
T • ~ i4 ~
.'fs• 0' w.;
A ~ Po 'e ~ e•. . ` a ~n III ~s
p w p.• ~ ~ I
Ny
V i A (l y -
• E ~
n +l rn O ~ ~4 ' R Aa •:A •4• ..a
O
_D~ ~ = . ' .~A. ~ ' p, ..4y~ ; ~ ~ ~t
_ r e~ rA • . . u . EX. ,88.E o ~ ~ ( D

D~t7 i~
t R. • r K~. o~llt~ t` II
~ a ~ D. ~4• •a .a. . ~j ~ rrt
A M 4. O • i
~ ~a ~ , ~ • {1
• ~ ~ '
.
p ~ A ct~ N ~ -o ~Q ~ P t a ~ a'\ b: A \t
rl ~ 0 1 Q ~ A• 't.' t D
•s a ~ i
~ 7C a. ae' O
" ~
g ~ . ~ o~~
~ ~ ~
~
D ~\1111111///~~~~ " ~ EX. 803.6 ~ i ~ !
p•~i a~ 4~
n O y , v •
m =A .z ~ v,~ a-
~
~ ~ r~ rn
< N ~ 1'*1 ~ ~ S r a~ o ~ ~ ~ ~z0 ~ ~ ~-J X o "Zx
A~y ~
N
•
4` A
~ ~d Z O W N
N O 'i-~ o~ m ~ p ~ ° ~ cn n ~ O ~ ~ ~ _ ~
rt = C~ r
`J ~ ~ S~ rn~~
i~ ~ ~ Q ~ ~ p m~~ C d x
m m ~ o ~"'3 ~ ~ 3 •.=gym... ~S~• ~ T
A°
~ 4rft ~ ~ :g -,%i a og~'~g~ A Z~ . I Q N 4
n m N W r- ~ O m o o ~ ~ rn N10 r- I- }C ~ M V
;c ;c %-4 ~ y y , x a o•, o f
> so= --i
C~ b cc 10 30
:r z
tr IL a
0 Z (7'i ao M cs
N ~ O 40
N:\Design\05000\05058-BothCreek\Const-dwgs\CulvertExtension\05058-02-CuNertProfde.dwg
.e

•x N , vM EpJ~j~M~~,' 1~(/?.
.i: M ~
,te+a f` .
r
R m
• ~ gyp' :~~p~ , r`4 f .Mlj
. , A' t 41
t4 , J~ PYIrVwM y' 'li y i .
t ~ ~ ~ f r ~ ~ 1 M P MHyti . r
~ ® t ~ ~ , M , M .w ~ 'f 1.i o W ,,~h,,A, r t ~ ~ •
~ ; , t 'r
rr\ t3 : ~ ~ . 3 c: 1.. f • ~.i N ~ ~t N N F
w r I /'Z ~ . /w~ ( ` ~ ~ ~J W . O
raw r.rw~w ~ .0 i . 1 Z. w W , . f
t ~ I _ ~ ~ ~ FENC P N P00 lic
N 853,00 853 000 ~ ~ r N83 ' 1 ~ .x t Pad •
0 0 a ~ r . ~ : Y: r n~. O X a' ti
a M ~ ,.t; ~ ~ r ~ 3 f
t0 r • f ~ ~ ~ / ,i = ~ ~ f .L ; f 3 . 1"WV MD N P C Map No. 739
W f : ; ! ~ ~ .~i~' ~ Grida -7 ds B-7, C-7 LOCATION
:t•. i ~ / SCALE: 1 » 1000'
• ~ • v 1 kf 3• ! a {1 . w • . a 2 2 . UNDISTURBED SOIL
i ~ / ~ :ANK
i 1 • ' i • 9 w ~ ~ f cv 1.5 MIN.
WA.T. STA, ~ ~ < ~ , / ~:p . Y . ~ Ib . I/B:~H~~.ROTAT~D~.45:~ ~~W T. STA. ~I+13.a3~ : ~ . • ! s ~ ~ s ! ~ Z . ~ti,• 2 ~ ~
I6°:I%8 HB WAT: STA. 1t2'7. ib" 178:HB ROT GONTRAGTOR TQ M GONNEGTIOht TO' EX.. p • r.ti ~ ~ .i/8 H8 ROTA'f~D; 45~ 5 r ~Tl~t f 6 WATE ~ ; S. ~ I ~ N W ~ ~ i • ~ I•' ~ r~
TCI"' C. K . ~ H:.~ 852 g3q.53.~ . . w ~ • N
B ROTAT~I? X45 W ~ , r. rr ~:-f :3.5a5~t~.1.4'.'... . I 4
~ .....0±00,00...... . I+0 ' . ~ •N: 0.~ • 'r. ~ ,
I b .:~l 8 : A :.45 . l t r • ~ J UNDISTURBED SOIL
• I .,.:~:k t # x t ' ~ ~ .'~rrl' r, • . 0 C
f ~ r y 1.~Y~a
J J . N• D J V l t ~ :
t4 ~ t; r S r1^~.'*' ~ w'wo^~^r rtiwwww.. / ~ .c~ / r S ZE IE i PP
~ TO ~ Sji r! ~ ~ Y~l ( • 1r f • r `r"""'te n,,,yw
AFTER>._'C~STIh1G: AN APPROVAL Bl';G[T MIINSTON-5~4E:EM > ' ~ 'w~f. . L
3Y GITY~: 6 ~ tj ...rhi. Nr~ti~. rw O :EM ~ w.3 APP1~OwAL: ~GITY: o~~ !.,~j , • .~.j,•l
/ ~ ~ r +y•
EX. 16" WA ~ WA :>.r r ~
~0 BE REM ! ~ ~ .:X" ~ N ~ . . •ti' • . • ~ . • , r• ~ 1 ~
l . ~ ~ W S is , r ~ A
~ - r N 852 900 ~ i ' bl. A
~ r 2 MINE UNDISTURBED SOIL
~ ~ ~ ~ ~f ~ ry ~ i w
I ~ ~ ~y~I ~ i 1~ .wAr"a' ~53.a0 P VI vi
PIPE SIZE INCHES FlTi1NG
24 30 36 6 8 12 16 20 4 _ .A ~ . r r r r w w w A w / A A ~ A A S I C
80 BEND ZA 2.5 3.5 5.U o.a es.u ~ u.v ~ f.a
45° • KENO 1.3 2.0 2.5 4.0 5.0 6.0 7.0 9.0 10.5
22 1 2° BEND 1.0 1.8 2.0 3.0 3.5 4.5 5.0 8.5 7.5 ;~0~~ 11 1 4° 8EN0 1.0 1.0 1.S 2.0 2.5 3.0 4.0 4.5 8.8
a~~o ~uG132 PLUG 1.5 2.5 3.0 4.5 5.5 7.0 8.0 10.0 7 2.0
1 3 200`t No,~: ABOVE DIMENSIONS BASED ON THE FOLLOWI~lG: 2S0 -PSI WATER PRESSURE ANA
2000 L8/SQ FT SOIL BEARING CAPACIN (SOFT CLAD
w~+~a D5'~18tIRANCM
~ ~ ~ CITY OF WINSTON-SALEM
DEPARTMENT OF PUBLIC WORKS
r f 4~ m u- o ENGINEERING DIVISION ~~5~
N.T.S. REVISED 9-20-01 ~ APPROVED
~ m ~ p utility_spec_drawings/conc_thrus~.blocks.dwg VII-$9
~c. ci SURVE DC. GRADE ~ ~ F- N ~ ~n ~ ~
1 30 s a s /30 07 A~ ~ ~ ~ dD ~ a~ ~ ~ UTI LI UTILITIES DI WATER & )TILITY DESIGN APPROVED
waM & SEWER
~~s ~
~MM1y ~~~WM1~ AM
~ $ z f
JTIES DIRECTOR DATE
1 ~ U
1 ' & SANITARY SEWER PROJECTS
PROP. GRADE ~ z~ k E
Q U~ ~ APPROVAL OF NOT CONSTITUT OONSTRUCTION rnL of THESE WATER & sAwrratY sit Puws Does
)NSTITUTE APPROVAL FOR CONSTRUCTION. APPROVAL OF
~~~~M • ~1 FNLURE TO OB CONSTRUCTION PARTICIPATION 1 CRY OF WINSTON-SAt.EM tUCTiON MUST BE IN FORMAL WRfiTEN AGREEMENT. TO OBTAIN 'SUCH AGREEMENT PRIOR TO BEGINNING OF
~ , ~ 6 iuc-noN WILL RELIEVE THE CITY OF ANY FINANCIAL
PATION IN THIS PROJECT WHATSOEVER.
PERMR NUWIBER
WATER C SEWER CITY OF WINSTON-SALEM
}
DATE
EX. 16" WATER \ f TO BE REMOVED
~ I6° D.I.P. GL 52 ~ Civil Pianne engineers, serve ors & landsca architects `~~~~N~~CgR~/~~~~ WATER RE . Civil Engineers Land Surveyors Landscape Architects Flannels Geotechnicai Engineers *Environmental Engineers
215 Bynum Road
Forest Hill Maryland 21050 ;
Phone [phone] • Fax [phone] a E-mail: cnamoilOcna-engineers.com
0 U
' RELOCATION PLAN & PROFILE 3
O
FOR
~ ry ~ ~ ~
_ = BA r• m ATH. BRANCH Y
r~ ~r r s- r ~ •
~ ~ STRE IN 'REAM RESTORATION
. ~iiRicHnRO ~~~~p~
I+00 +50 0+00 ~~IIIII1111\~~ 1~ FORSYrt~ COU?~nr NorrnH cazouw?
PROFILE . ]Date** Iscales IUD. U
SCALE: HORZ. 1 "=20' 7/06/07 AS SHOWN
VERT. 1 "=5'
Drawn By: Job No:
c ~1.~ .S :QSU~.TIN TCL 05058 ~
~3~ GTCnoprp Read, jarre tsvtk,: Mary~snd ~~~i8. (~:t(~)6~2 2I~ Design By:
cis Sheet:
Review 8y: 1 of 1
BCM Z

1
i
.r,~ t
NT w ~ IN
.r
.l~
.w+ rr. ~ rw+ ..ry.r w"n' w .w M'? ~ +n. q"'.w .w.., ~ w~ ~ .W M. w A,pM. •....y~ w. wy ..y r.,,, ~ ..tiM
. ..w" ww w.y,. M~ a f~,
~ ~Ay ~w M~.w r.w+ ~ 'N+r ~.y ~ ~
.w+ ~ R ~ s
r c udV,. fi! f 90:SS' ° , ,ter. / ~X~ ' ~ r~ tiw
N 85 7 0 ~~..pl. N.n.. M.YM ~ M~yr •...W.. ..MW. ...yyr ~w.Y N.
0 "w.r .M w. MM... .MMN. w.W.. H.WM. ...Y.`. ~ THE SUBGRADE SHOULD BE tI~SRE BY M} iemo~
~ ~ 1 w.~ ~A~GEO H ICAL ENGINEER OR HIS UALI T ~ z ~mS~' 5 FT. PRECAST REINF'ORCE~D CONCRETE MANHOLE gad, l Y 1•l A • A
1~IS'~Q/ / PROP. CUL17ER1` ~ ~°E~(.T NSION. SEE APPROV j ~~~''~0~~ ~ ~ r. ~ DRA~M6S.FQF~DETAILS. t0 - ~ REPRESENTA CONFIRM AN ALLOWABLE wiww w.~r w.nq A APPROVED
FARING PRESSURE 2000 PSF. 6 :TAILS. W ~ ~ ti
.w.... ~ .,,r 1 EX. CONC. APRON FlAT TOP SECTIONS USED ~ SHALL BE DESIGNED TO FlHE F00T MANHOLE TO BE - i
VN1MM.. , To REMOVE SUPPORT AN H-20 WHEEL USED FOR PIPE WITtI A• DIAMETER ;~t LAAD. USE OF A FLAT TOP OF 18" OR GREATER. UNLESS qp~ Ma I?i1JST BE APPROVED BY THE diHERWISE SPECiFlED BY THE P
.I f (l ! I 1 d J/f ENCAS ' ~ ~ i t C Map No. 739
PR ~ S ENCASEMENT . ENGINEER. ENGINEER. Grids B-7. ids B-7, C-7 LOCATIO
a SCALE: 1 " = 1000
. 8 SAN. BE REMO D . * NOTE. PLACED WITH OP. ~ ~M CONTRACTOR TO R t at z )R TO REMOVE DfISTING TRANSITION TYPE 1 OR 2
a~ F.II ~ .....w . CONE SECTION AC TION, ADD CONCRETE SECTIONS TO ~Na ~ ~
~ REACH NEW ELEVA :W854 72.28 H . ~ RING & COVER. VY ELEVATIONS AND RE-ATTACH EXISTING ~E 2 ~ ~ BOLTED TO CONE PRECAST CONCRETE MANFWLES SHALL
~ E.1 635 86 . ~ r ~ a ~ `1N~ IN 806.24 W/4-TYPE 304 CONFORM TO ASTM C-478. MANHOLES
N,... A• •...w E~,. V. 8 0 886~0~. ~ MUST BE ALLOWED TO CURE A MW- EXPANSION ANCHORS IWNA~I OF 3 DAYS PRIOR TO' SHIPMENT.
~+r (3/4° HILTI KWIK BOLT II THE DATE OF MANUFACTURE AND NAME ~2 APPROVED EQUAL) ~ AUWUFACiURER SHALL BE ~1 ALL
I I I ~ f~ t ~ MANHOLE SECTIONS. CONCRETE SFWLL
~l~ I~l~ ~1 ~t t ~M BE 4.000 PSI. CIRCUMPERE~IT1Al.
REINFORCEIAENT WILL BE PUIiCED AT A MINIMUhI OF 0.15 INS. PER
PROP. STREAM MAX. 3 COURSES LINEAL FOOT.
t t~~~ ~~t~~ E ~1~ ~ ~ ~1s~~~, TOP OF BANK OF BRICK (8 IN.) OR , 2-5" GRADE RINGS MAY ~ BUTYL RUBBER GASKET UNDER
BE ADOEO VERTICALLY.
~ o ? ~ (NOT ALLOWED W/TYPE ::'i; i'. RING ANO ALL GRADE RNVCsS 2 RING IWD COVER) ~ ~ ' '
. tl~ ~E~1 1t~1 t~ ~s ~ ~ 9 ao . y. a r. 0-RIN(s` OR BUTYL RU88ER
~ 1 ~l 1 4 ~ ~ ~~i~ ~~b ~ ~ ~ J ~ j9 M s0 'r • GASKET' IN N.L JOWTS.
~ ~ ~ ~ ~ ~ ~ I ~ ~ P QF~. ~H B CH ~ ~ k ~ t ~ 9 ~ W TMMApX /2~4" pF~~R~OM . •i ' JOIM~pS~Op~N OUyiy5~10E OF I^~I~W.HpO~~LE~ TO
600 ,{T K Rp~V R Y : T•~i%•' ~ R~W'rW 11,17 B~ ~YL oVl ~i. GONER 1~ 'tOP STEP- i.,• ADH~SNE TAPE. AU. LIFT HOLES
~ ` 1 i ~ ~ t ` ~ E ~ ~ ~F 1 1. ~T WEG { l! e \ i TOP SEEP MUST BE ~ SW11.1. BE COMPI.Ef4.Y FlLLED WITH
!t IN 001 SECTION NON-SHRINK (TROUT AFTER { • MANHOLE IS SET. . • r~ Y
~ s ~ POOL' '~•o. ...y ...y~ TOP BAN " WSER ~CT10N-MIN. 6' FROM
i ECCENTRIC • ' sH~ ro s' x 4~ TwwsmoN cows.
_ / Z I ~ 'fir 5» CONE S~CTION ~s" o.~. i;.' sj~: i•i
~yV Imo` r • ~s
5~~pp ~t+ FLEXIBLE SIEEYE WILT. BE
I ` STEPS NOT TO BE PLACED A USED UNLESS A BRICK GOI.LAR OVER INFLUENT OR EF- ' IS APPROVED BY THE ENGINEER.
PLAN a FLUENT PIPES. STEPS TO 'i~'.
I BE ALONG VERTICAL WAIL ~ MAX.ZZ"• SURFACE FROM SHELF TO
SCALE: 1 " = 20' T~ Of CONE. - I .
j
,X NOTE: DO N4T BOLT RING ' ~ " ~
CONCRETE SURROUNDS " ' ~ MONOLITHIC BASE SECTION THE RING (O(: YARD. (ONE POUR)
SHOULDER. ETC.)
CITY OF WINSTON-SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING QIVISION ~'~f ~r
N.T.S. ~v~p s-2o-ot ~'RO~uEo
~ . ut~litY-spec_d~w&~9s/Proccs~3rr~.dwg ~ VYI-8
r . . , f
.+w s X
J V~ iii .i~/
5MN X 1
•
0
PROP, CONC. 0 ~Q _ ENCASEMENT. ~ V I~
~ CON R HALL • Q. '~"'ww w..., ~~r wnr ~I ~ UTI LI UTILITY DESIGN APPROVED
i F F s AUG 1 3 2007 WATER dt SEINER
P A I I .
ti ~~w~~~
0 f~ .

• N .IMIM ( : 1. v }t, ~{f'V4.~}l% r ~Y~~'~~. • r: ,r~i}; fr SY4i:4}r:41. . N y,::•ril; X'%yrllif'l ti}?.. vf;N~~f.•}~. ti ~ . ununES WATER 8c Ill(iIES DIRECTOR DATE
E Y i i • ~ •rFf.•A y Yv~ rlir.~ uyNJ . •Y .r }i}y;~} i YY•.lavr • r •vrS~n} '1 n ~l Y' ~~~.otikr.~f ti• ~ ~,M1l{5n. v, Yf.S f.vv~''
ri' •~'r,•r:;.~4ti/ . : ~ !ll.~. : ''v}',f~'l~Y .r Yrlr NN:•• lI. r •h~r. . }.tir{y. .•ti• i'v;: fr v• /:.}•}y}/f~ / r 4; .rx: r' .•:x • r f vr.:+r);, vw.}!{;:•~+4 I1.4/.%• f rI ~ '%}~{r~••/% }:}~>{Y: 4 ?!nv•Tr•//lr} ~~i rx4}f.~ JAY;; ,r! w: r ,:S}yylirr•
R r r. }Y P OP. G . 4 .4....: r r •iiftYf}'t'~M1lrr .4iJf{•':}!4.:h ~ hrh: y..• R 8c SANITARY SEWER PROJECTS
rl• ' i I.: r:: • •%K h •.YA•. ..Srl. Y i < ' ?tf ~Y/.•:,vf:t 4 'f`'v:1;G:•~~{~~~yY : r'F'J}1 ~.~r.' {'f?~ 11 C ?Ii Y}t~:{r'{•atyr• 4. ~r..t:Y•::•• '}•'l•'~'rr 4~}•¢ / ~ a 'v. r• / ~ ~ W ~ ~ r ( r.:r. .x7 i'..:IYit4:4 j / ip/•{•r,' r'• r} i , f ;!'}1.;wy~'x . v, Yl{/i!4;:};hv •.4~.r'+/mil JP. 8" 5AN 1~IP
•rY •:r:.Yr.%YT :r''1 •r n' f.. ?~5yr' Lii}:ic}~rr'•- ~C ? f f. rY .fx r{.~~ .{J4.• y}~i • ' ~•ji~ jS r ~ }j•:}•llAN ;::iii!r'7r'!! ® I.~~ ~ o~ N& OF THESE WATER & SANITARY SEWER PLANS DOES
7j1; r?{lyS~'•rvr.;}::v.{!:}rr~({ nr.;y).>iry% • r' r rl ; I. . yf .V•''{{r:. J.Y.} A'{.Y r '...f`rr . lvi"' 3 l 4Yn.:n•.v r 4• 1.ii. 44.; . •Yr: ' ~~W i{:•~ •'r,} ~{•}}r}{:¢}'~•.}~ r v: r •ry;{• fNva. NOT CONSTITIJ CONSTRUCTIO FAILURE TO O CONSTRUCTIO PARTICIPATION X)NSTITUTE APPROVAL FOR CONSTRUCTION. APPROVAL OF
. v'f' ,r::'••{~i ;.}:.r.Y!:::;:{j'f: vlf,•} •:!{J.::.i~{r r• 4': r lf•'•r: :/.~Y}.?vi.'.'::':'!:l::t. 4'}~r'YY~:h'J!:{:•.4'1.r}''r;. I. ( ~X/cyv. ' d' v}fyiY;{~.:.•ir'rr' rA:v:'v}.}:s.:. •v:• Imo' .yyfv fri ~i i1'•}: i'r:'v}YYy :q• yrLir ur iJ~ iRUCTION MUST BE IN FORMAL WRITTEN AGREEMENT. RE TO OBTAIN SUCH AGREEMENT PRIOR TO BEGINNING OF
•Y.' frj ~ P•{rr y; .h hl.h.4 r:f ;.•;liiv I ~ • •GT~ r fl J { I r y: 1 •::}r:.4!• • ,Ir•""~ .,ri,?'•', fi{ . 4.:~ y ..cvU•w}:!{i:S%Y:r•rr{{{{' ~~::!:!v:•:vr::: .l:: Na; •f~+Mj:v r4 .v ~r[h / wr: }•.yr;;...J;.r..•...4r.47c+.v:•Ij'•:.4::f :•v•hy nM_rrr . n / I •v ~ ~ ~j '4'lr;. r;:•:t Y:}~?•~ h•~:•r r }l rI' :r•~{.•if rr 4 •A`!r•:}r:; n:;! •:F:': /'r•Ytr 1 r~ yr r ,L.. } fl ' 'V!' .,f {r r 4 / / {v •:ti' t. 4:; •r,:•. h:Y: t :•'i v'c.};::.:} ?7C; ~ 4 ri}?r f. •{y' i /,l: r '4Y%. M M1 rrn :v: rh.Y • f': r}• ~r..l'h _wr~ r.:.~}. {{v r fr ~ /rra, ixr'?:•i'{:~ : vv.Yrr~k. ,.:i•:{v:;•:':{! r/" v •,Sr••r{.?}.•r,}: ~ 4~}~+ ri f . { r. v ~ ~ . ~vrr. Nr . t~l,.:,: • r TT~~ O a ~ TRUCTION WILL REUEYE THE CITY OF ANY FINANCIAL.
/{,{!:r.• rli rtr r i. 4:. l>,:n!:t}t:'vrrnS + r: r yhj ''~f.~,j 'li {ir ,,j '•Y'• y • r 4}}~ •.,v'!./rr.}{w.yu:•:. fr r.~ R : .4y~~~a+rlln'•'1/:4.r!4{;::Y•(l M1' ;:y, r:•••.;{rv:•w:: !{rYy•}')). ~~.~:•~•,:r~~r~:l•{': r. rf .y •:r 4%tirr r:. :{.f ,:;}:{i• is r' ~wrr ~yY:r"r,~y,~~'{~,1•. {S /.v of+. ~•v'•r. nr• rr /~/.!Y4{!.4 : r rr / x f•. r}Y.Y: {:}Ylv: r'fr.• •?{'':;v r. / CITY OF WINS'PON-SALEM CIPATION IN THIS PROJECT WHATSOEVER.
/ :1rJr}~•fJr r tr,•r; {1 'f •.{.~i ~r• JI.4..H:. 4l ` /J!i~{li{tit•}j~.'~k:l~'rrA },.:!~i;~ r: Y~;Y?ti r}'i::r: "...i•:4~:ti <{; : :{r:' • .4 hY, r. +,v.: x:y'Ylr:./ • r 1. . r,:•r.•x.:7 .r } Y .~•n. d. r • r 4)p•{.:{:}~./F~,yffl,•h'{4~'.~{•rkhA::Yr nkr j"r •i:•'.':{•l:.} :v.Y .f'.4 r.} •,r5f/.?':}:l.N.}•.L{{~•Y%~"1!riv,:+ • ririfN.;i. Y}i~{ji:{ ~1}:?• .:r.~r4::•' }•/qr }yy~~++•/~'~:y~;r~jj~,~'v.. ~ ~r { Yl•'Mi`r}r :r':iffr{:nl r ..4~, fNW1'kS'viviGl~f ' r~l, r}~;r1,.;:.• h•'r,.'i: t:~YrY.'i ~ii• PERMR NUI~ER
i ' rf{f hy.},/S h4'} ti?'v}:vr; Yy4 r WATER SEINER CRY OF WINSTON-SALEM
rlv .•:J • •r. •.v.: r f vl.•fi. • niY.}''f:}'r•: ~ ~:ti;i:;{: ~}!tir% lr,4 '!%Y'Ix kYl.~i'r: }}fir.}\r{'f}4Y }
:A/ vYx: it l: x::.v::: ;.i•r. r fi•~[,r{.yy{r }v ¢`h..{ jn•: •Y''r rl%)•Yl,~ EX. GRADE .~,~.~~yf r r:. h:' • vi}:{•:: ~ !.Y ?'~j5'rr 4':flrl:viY}•.:},'.•r}r t:Y%. •a ~ ~r Or11E
• •14.4 .$CY••.;;Yt•i'!!~}{:. . {{{};I1.4.~~ y.Y: rf <rr$Yi~'~•}r'j;rr? l} r.w,.{ i.; {•.r:4'frri•J:~.~:Y• i. ' { 4'~ f!{rr'rS$'i{{,.{ .l~{{r{ •;r~ ~{•:j:v: {tit;'.:'?:'Y' . . X ~
i~ :r'inr{{::4Y.• :•.'{'~l.;.l.•i 4:•:?r::.: k!/ 1 30 0 YN:..I:. . .
7r
~y~y ~ N~ 7 Y ~~M. ~~~rr Civil Civil Engineers* Land Surveyors • Londscope Architects
w~. • .w? Plon~e engineers, serve rs & landsca architects \\`~~N~t~AR~iii, SEWER RE o ii Planners • Geotechnical Engineers • Environmental Engineers
' ~ ~ • /wl' ~M1 215 Bynum Road
Z ~ /w•. r~ ~ ~ Forest Hill. Maryland 21050 e Phone [phone] • Fax [phone]
~ • XX E-mail: cnamcilOcna-engineers.com
X 0
RELOCATION PLAN & PROFILE
'4,:4Y;Yri:;: LL T~iZ AL 5 TO BE GOl r Y 411{. BE GONTfZOLLED ANU 0
r~k< GOMP~GT~D A5 G~TII=IED E ¢fir r:.: lffix TI1=1ED BY ANA ~ PPRC~VED FOR ~
.,•~:::r' 501 "1~IGi L.5
a ' " BA ~ 5 &TH BRANCH
' % ' ~ STRE . 'REAM RESTORATION
'%i,R ~ c ~ ~ R o ~ ~ ~ ~ ~ ~ ~ i 1
~ ? ' 1 3 8 4 Forte couHnr Nom cazoum
~ Date Revisions Date: Scale* ~
SCA E: ~~c~ SCA E. H - Z.. 1 20 VCDT 1 U
LI VL.1N1• • 1 V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7/06/07 AS SHOWN m
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
JEA Drown By: Job No.*
-10 10 T . . TCL a 005$
. . . 3.7-KA rvttwil .Mi.. .1. . DesIgn By.
Cis Sheet:
Review By: 1 of 1
6CM Z

1 ~ , -
~ ~ t
.tom
to 4 s
d y
e s ~
TH BRANC BA v n, ~ ;
,w.ae ' r~'•y~'~ :•nJR~ • d .Y.4 .'S; r A •.A . d y ~A/
. ..'r. ~ ~ •+y. ~ o
t S y~. ~ • .e . •A. ;.•M;'•a. ~ Y YY MO• N
t~ ..~.rhi "N
STREAM RESTORATI EROSION AND SEDIMENT CITY OF WINSTON-SAL FORSYTH COUNTY, NORTH C E ena x~ '~!0 pgD! ~ ~eee .o'~'w~?oo
M~~ t H
t 1 N!! k' r 'y.^ N~~N:~. S! leoa ? I
f•3 ~ 4
•
,~y .i ~y . • . P y, w J .
' i r ~ ,r. 0 0
w~~ , 44~- t• ;;r, o ~y~, v,>~_ . ~ .fir
t '~•'4..~~};' v • 1 ~ i~ ard' .ti ,7rf s .
a'Y,. ~Tp. 33 • Y.
fVV~ •~'1 a', e., ~ .
• ~ • /1 ~ I '+k•• ~ NN
'•1 ••r\ d ~;~a~
,
Y ~ } ,W e~y ~h+Y \ t.r 9 e •f, % . e, •
r• h .Y'r5A• rYwl ~ktt, K ~•ty~b +C 9 ~tb ' i ...J
• Q\ M1 T•. , y
1 • . FECT SCALE.. V _ • 000'
~III~ w
u+ ~ 1W ~ ~ y 2W0 Q ~ 3flD
CCh VS '~~r i~ Ca ~ ~`i T s ~ 4 a ~ s~ i ~
V 9 ~ CQt
4 • ~ q r r 0
. ".w. /
~ y ' ~
P ~ roo~ ~ ~ ' SEARC L~ a: _
~ , ~ :y,~ . y
C~NSTRUCTIDN AND GENERAL NOTES 'J- ~ Y Y. J~°'4h v. 'C! x•14: J . ~~tS~ a .
~ ~ • r •s •'~Y' ` s ' ~
1. PROPERTY LINES ARE FROM RECORDED PLATS AND DEEDS ANU ARE SHOWN FOR REFERENCE PURPOSES ONLY. Y ~ ~AAp• ; ti M •
2. EXISTING UTILITIES ARE SHOWN HEREIN FOR THE COMIENIENCE OF THE CONTRACTOR AND THE COMPLETENESS OR ~ / ~ ~ ~ ~ ilr ~ n
ACCURACY OF THE SAME IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE v
EXISTING UTILITIES BEFORE ANY D(CAVATION BEGINS. HE SHAH PROTECT SERVICE CONNECTIONS AND MAINTAIN THEIR UNINTERRUPTED SERVICE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. THE 1 ~ ~ I ~ ~ . t~S•• ~
COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR. b C .Bl~? S ~ ~ l8 - i ''."i 't ~A. 1! ~Y.
3. THE LIMITS OF DISTURBANCE SHALL BE CLFJIRLY DELINEATED IN THE FlELD PRIOR TO GRADING OF THE SITE TO ~ M• • SHEET 1 TITLE SHEET ;u +i; a ' . ~ ~ • . ~ - DIMENT CONTROL PLAN S ' 0 0 AND SHEET 2 3 ER Si N
ENSURE COMPLWVCE WITH APPROVED PLANS. ANY WORK BEYOND LJMITS OF DISTURBANCE IS CONSIDERED TO BE S • . ~ M NT C . I E ONTROL NOTES AN ETAILS 10 AND OS N H 4 R M4. .Y. s". 4 .tr•S. d4 \ , J^ ~ ~ v
A VIOLATION OF THIS PLAN. g ~Qm~~~ v, 'r •y , .y~• i ~
a sFrn~FNr coMrROL PRACTICES WILL BE MAINTAINED UNTIL ALL DISTURBED AREAS FOR WHICH PRACTICES WERE _ ~"i ` n~ri~ ~ N sate ~ ~~~..rt .aa.~~rR'4.:• 9~••f,L_ art`
INSTALLED HAVE BEEN STABILIZED WITH ESTABLISHED VEGEfA710N. SEDIMENT COMROL PRACTICES MAY BE A R ~ :~a!~Yf„rr >~~',~•i~.t~ ~'v7'~''~ ~ ~N ~~•Vr ~•'d R;• 1I'
REMOVED ONLY WRH THE AUTHORIZATION OF THE S/C INSPECTOR. ALL DISTURBED AREAS RESULTING FROM THE :Y . s
REMOVAL OF SEDIMENT CONTROL DEVICES SHALL BE STABILIZED IMMEDWTELY. REMOVAL PRIOR TO INSPECTOR APPROVAL CONSTRUTES A VIOLATION. ~ •~t ~ , t •.'e' p 'd r M '1 r bt•. < . " r .
~
5. CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN ON THE SfTE AT ALL TIMES. ~ wr:. ~ wy .l . ty. J
y rrC~~: . . ? . •'~Y ~ • l ~ ti . yy yn•'N'~ a~ `7 r~ j( ,r"'~
y ?r /~1 A
h ~ p*
j~ Y .
..r ti,
w w
;•R . . ~a~r~r ~ r
. r~ . . ..ti i • i ' .~t~~ ~
~h•,r v Y r , \ ~
~1j ~t 4 .
1~.' .y• • Y {r •A - ~.NI . ' ^A
. • r . .
r ' ~R. . , ! ~ ~ ~ ~ $ ENGINEERS CERTIFIC . R~~ ~ +c FICATION
~r' ~ 10 S• ,
r ~ ~ r r ,.w "1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED BY ME OR MINIMUM STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF ENVIR UNITED STATES DEPARTMENT OF AGRICULTURE-SOIL CONSERVATION SE RESOURCES. WATER RESOURCES ADMINISTRATION." ME OR UNDER MY SUPERVISION AND MEETS THE ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY,
,r~ ~ •r. it ~~.~'~l ION SERVICE, AND/OR THE DEPARTMENT OF NATURAL
' t r, . 'k~x,
. _,,,r: ~ . . ~ . . . . . . .tt ~ r ~
'r,' ~••.a ' ~ . ` SIGNED: DATE: r.rr~rr~r~~`~ •~i~rr~rrr.rr.r.r~rrir~rrr.rirr~ .
ADC Map No. 739
r ' o. grid B6, B7, C6, & C7 w4ME(PRIN1'ED): ~L P.E. N Civil Engin Planners • G engineers, surveyors do landsca e architects Phone P.E. NO:
. » ~
Sc,~LF. ~
~
~ or Buwc ti
Il Engineers • land Surveyors • Landscape Architects
PERMANENT CONSERVATION ES~N~IT ~ Dill E~It - - - ers a Geotechnica! Engineers s Environmental Engineers 215 Bynum Road W
Forest Hill, Maryland 21050 '
PROPOSED a Phone [phone] o Fox [phone] °
PROPOSED CON101~ BY OTHERS E-mail: cnamailOcna--engineers.com 0
BATH Bt~+iC~l T~IW.WEG \\\\~N 11CARO////// . o .~'y;. r
E~5lNrG TREOJI~ TITLE SHEET W
PROPOSED TREEUNE 0 L FOR
. PiDEStRIAN 1RA~. QCC O
' ' " B AT ~ ~ ~ L .W
LOG 80tADER STEP POOLS
STREA 0 7- 1 3 8 4 ~,~~R~~~RO EAM RESTORATIO.N.
N C
CONSTRUCTED ~ I I 1 1'~ Ct1Y OF WINSTON-SALEM 1 FORSYTH COUNTY, NORTH CAROLINA r
. _ _ _ Date Revisions Date: Scale:
1OE i .s . 7 /nr% /n7 AIR SHOWN
I' Vr+/' V I • • •w •s• u 1 00
CWd51RUC110N ENtR~1NNCEJ00~ Drawn By: Job No.
TCI. 050158 0
Design By; o
UIdT OF OISIURBIWCE• • • • • • • • ~~t~' "P Rom, Tai k, Maryland ~~t~~~ ~4I0) 6~2 ~164:: . R cis sheet:
Review By: Q
1 OF 4 CRC z

r f t t ~ ~ ~ ~ 1~ r
f ~~;~~~~l~~i~ i ~ ~L t ~ t ~ j }
'i i ~ i a i I 1 r ~ ` ~ ~ Z 1 ~
le+i i t ~ \ ~f i Z
~ ~ ~ ~ 4 ~ ~ ~ ~ ~ rw+w"""~"'Y~ . 1
~ ~ti ~ , r i i S ~ J ~ ~ ` r i i »w
1
. ~ f ~
i , - lI ~ ~
? ~ , ~
~ ~ ~ f y
• f ~ ~4 ~ i~ ~ t ; ~ ~
1 - ~ •
• 1
•
i ~ r ; War' ~ / r ~ • ~ ~i : ~
: ~ ~ • ~ 1 f ~ ? • ~ ~ s f • V ~ i • ~
~ ~ ~ ~ i t ! • • • ~ •
i~ 1 ~ • •r 1 s . ~ i • t ~ 1
:i N 1. ~ • • • • ~ ~ ~ ~ e i h~ • xo-~o- neo ~ • 1 $ • • . eoe W . .......r. 'y.....w r y~M r
Nit ~ ~ • • fee t • ~ ~ • • ~ wMIM1114 Imo' I ~ ~ 1 1NwIN1111M (t, f~,~ir A.N'" WMUY.'..
~ R ~ ( • . t n • v; ~ ,f
at t i tt~t • ` t i ! i ~ e ~ ~ La hww.r. ,M„rh, ,r • ...•Mw RO '.rte ~ ~ ~ ~
is ~ e i ~ i:, i ,r
'M.»... ..N.M/.' r .~ti www~ WWNM ~.N..Y.. ~NYM.M. .wyAN~ 1/~~
;~1 • 3 M \/~W M..IM'. IMr/~. W/wrw WMIYY~... wMN»0' ~1~Mr I~ ~Ir Id M~^' _ f ~ ~ »..wn.w .rrrw wwwrw .Y...o..~ wrwwr NIMy.u. ~.b Edw. .If wyr.w.i/ .wrww.i+ ~ w .~Ww""'~ ~M ,rwwww ,y~~~-.'/r rI~ ~..r. a"""r"' ^~My rMMynM ~u+.r.r wrrMM~ 'MMMM~' ~MMww ~Y""'qw y+ _
t• J ~ M f,... `?•.~M ~~^M ~~~.h ~ /MMMA~ wwiw.M NwM+N Nw~».» rrir.~... ~ r V .IMIMIIW~ ~f .r~» nr..~.w ..rn.rN aw++.+ ....u.Mw .w.w?,+ »w+i+~. .M'" r ~ ~ ~w 'M`~.`' .r wwww+ w.NM.~ .w.rN.. www.•.... ...N.Nw + N ~ w.i.~r.. ~ ~ .....N.w ......w.. w."" "Nrr+ Wes" i~ ~ F ,,,,,.rr+a
0 • ii ~w~•w N,,..r ~n..N.. .nw.y"' r wwr`um1 wM.wr. •wwrw.w .w..wr .J' \ ~ ~,,,n, w..Nw.. ,N,.,,,,,,.. w..N» w.wN.. www..w N.r..... .w....... ,,,..,,.w ,...MN,n IIM +w"'ti. ~ www.w. vwwww. .n.? -,~Ia1'
• T OP 540P~ >a•« eecoo >weo xea eorep . 4 W/~'M~ ~r ..N..M.~ »MNN.F .N........ .N.NW. • /W ~r~.ti• ~+.w.,~ ~ .~w.Nn .w""y'° wwwM+ ww.wrn .+.wwrn .n~.~..r 'w."~r w,+'" ~
• kOW O~Ot wMV~%Sf~~y, p M,~~ ~ .w+rrr» ~awww .nww~~ MPd'~w. .rrw+Y^ . ~ , ~ III "'.rw.`.~~""rw. » .r++"' `.++wr ~.N.w.' ."'Nww.. .M.....w »Nrr. .r+rw. ww.ri.+ w..r.rr - «w.ww. • ww.ww ~ ~10.Y
~i ~ .b. ~ M a %
1 j r r • ~~v'?~:c+w f r .sie;. . f s oeua~ 47otooeiQ t ~l g05deS6at Q bYys?x~Lt ~ReePOf tSOeQ06Pl l~ ~ w ~ ~ ~ I l .w/~
~l i rw ~ pMM.~ $ A IM M ~iSi K~GYQI{{~ K~Q~1~ ~Q~t 19A~..~» ~ ? lip I
YMIIIIIMMYMV•N•• ~ i . „ tsy W M T" M~ w.- J N ~ ~ «ww+r .w.+r~ wwr ,a,ww., .,+w'""'• .Nrww .iwr...' r~"'r'e .,fir .r, ink
D ti ~ / •r" + ~ ~ ~ ~ wrur/ ~r ~wwr .wrN~' wwrrr ~r"'I• 'wwM^'a M ~rw .w.. .w.ir• ..uw~.w ""vw.« ` ~ .rte +r' ~.r"n ww,.~ i rr ~ ~ ~11.yM V"' .111.IIAN~ 4M~ ~yNM GYM N11~NAIIn ~ ~Y~ y wMM riwur.r l ~ ,?~r~ ~.w.w.y ~.r•/NM. r r~yM/Iwy 1~~ 1 wa~ww.+ ww~w~ NwwMr wwrw ,yiywrw ~w+~
A M~ ~ t ~ ~ ~ W~ N~UIM MNIIMMIp Y/MI•~ ~ ~ ~ .w. ~ •w•M• Y•••yN• MI•MM•~ •'Ny~w ~ • ~•M• ~ yy~' t -~Y ~MW~•~IMFMyYwyyN• ~ f 1 1'~ ~ ~,•w+ ~ MM•~~ ~MMM•Y MWYYI ABM, "Y ~ I»~1~?~~• wMM~Mw MMMw~ ~yR ,~MYw.y Mwwr NwwNN NrMI.. ,MWy,. ~Wr• ~ Iw~.N..N ~~Y. t 1/~ N.WYN MMNNM. IT~ .,,.wu„ `•,..w. mow, / ..Ay~ ~ ~ /Nw~
l ~ m it`y ~ li 1 r ~ .
F m ~ ~ : { ~ ~ .rte ' ~ ~ ~"""M~'~„"" ..N..~ .w....+» »..ww A~+_y~+ `«t W. r"'""' .w.~' N „ram" .....M..~,. j •
r ~ Q m w { ~ ~ ~ , ti li _ _rI_,rw~ . ' ' .....a. y...r.~ ~M.r.u." .r~"`M` .A+~M """'w+....»""q""" ......r.N ,,,.r". r? t ~fN'W~r ~ww». w..w.y ~ 'fir »n+++ + , ..^n~~'~.~ ~r .I~" 1 7
Rt i ti ' .1 i f ~ •x?~t,, 1 w~ \ 1 ~ r ky ~ ' ~r i~'~ ~p 'c i+r" ~
Mrwrwir. /r l M~ y,r~w. ~ 1 ~ a+ ~.»w .+r rM W + ? / r/~' ~?INT ~ , ty 1
1 ww qµ. R ti, sic ~ ~ ~
i1 ~ ~60°~00` ~ ooa~oc4 ~daeat Acoaooeoc eeoaoeooo- ~ ~ ~ bosxoeeo xeeocaaot ra°°°°p1,( t / ~
l ~ t~ k i ~ • ~ • • ~ r
/ ~ Z i vs 1x y ~ t , < • ~ l t , ..rte • { w ~ ~ ~ Z I~
Z ~ i 3 Nouvn ; ~ s~3 ~ t {
~ ~ ~ D .e ~ ~ ~i ~ ~i ~ ~ ~ 1 f ~ •
O ~ Z ~ ~ ~ • ~ r •
. . t • • _,,r } ~ r ? f ,
/ , . ,c / s '~ri / oa r ~ ~ ; ~ ~t ~ i
~ / r• 1 f ~ ~ • ~ ! • f • ! •
• i • ~ ~ • ~ ;
~ ~ • ~ ~ ~ ~ ".+'"w • f • ~ ! ~ '"i ~ ~ ~ ~ 1 # : 1 1 f f ~ - # f
• ~''r ~ • ii N ~ ~ ~ ~ ~ ~ ~ ~ ~ f ` t
• ~ 4 • r .•r''' i ~ S w/'" ~ . • ! • • t i{ #
• ~ ~ „s # RN • i • ~ ~ ~ • -a ~ ~ ~ / ~ i _ ~ ~
/ ~ ~ ~ ~ ~ • • • • t• • • • • ~ • ~ ~ 3 i F~ • f S~' ~
} ~ ~ ~ V~ • • ~ ~ • 3 .....N.» 1 f t
'r ~ i ! • ~ f : • / ~ ~ ~ • • .l ~ j ~ / • ~ s i ~ s ~
r''~ ~ t i i f .i ri ~ r i ~ • • 4~j f f t ~ ! p ~ f l
1 i ~ ~ ~ 1 ' s3 ~ • ~ , , ~ ~ • ~ t ~ .ter. r+ ft/ f r t ~ ~ ! l f ~ f t
. v~ i~ • ? li i1 c ~ • / i ~ ~ • t t`, ~ / ~ 1 • t•i • ~ • it • • ~ ~ F t ~ { s s
~r«-•• ~ • / ~ ~ ~ ! • ./'r ~
r, ~ • ~ ~ ~ ~ i • / ~ t / if ~ ~ • l i • ~ •i / \ • ` i • t ~ r 1 s
• / ~ • / ~ i • arc / 1 • ~ 1 ~ ~ ~ r`` f ' r ~ t ~ ~ ~ ~ u ~ ~
: ,,r Wes,,,,,. ~M l - , ,r'r f ,r.. ~ ~ `
~ rr ~ 1 ~ ` • / • ! ~ T j
• i / ~ • ,Vw • • ~ ~.~v • • l $ ~ ~ f t ~ t u , ,ray' ~ r ~ ~ ~ ~
t ~ 1 • .O ~ • .O O ~ ~ • j f f#
. • o s 0 • • / • / ~ f f
i i • l • ~ ~ ~ \ E r r^~ P i J
e r_ t ? I
• • ~ ; ..•'''r f .M • I" l ~ t , I
.4 i 1 r ,,,,,r+ ~ ~ ~ r•,,o• I
1 ~ •1 ~ t t ~ r ? 1 t ~ ~ r+''"' .o''~ F f ~ 't ~ V f I / 1 ~ ~ / l
.
. •wl
.I't ,C:~
~~A:
c0 Q7 v ~ V~ W N ~ ~ W N -j . • -j t0 OD ~I ~ U •p W N Oo ~I ~ CA .p W N N 01 Ut W N j • 'Q` N
Q o a n o• o
o to o p u~ a ~ ~ ~ p N ~ m ~m ooa m ocn y o? -r+•a~ ~ C NCO arr•0 ~ Q ~ cn--~ v cn ~ atntn - - o ~ ~CV~y ~~m O _nam o - u, ca ~ r o y ~ n ° --•o ° 0 3 n ~o as m _ ~ p? '0 'O ? 0 O ~ O0'0 0 _.n 0 W W l0 CtDN c bO't7 p, X 0 r+. - 0 O - OV1 to OpOy to ay ~ ,roy A, y-r*r+ ,+y O , y,0~p Oy (p GO r+'0 C ~ rr rr Q ~ ~ y ? r+ 't7 y n 0 ( a o ~ 3
_ ~ ~ ~ a too A o~~ o o r o w o o o o x` o o ° o . > > n ~ o - - ~ ~ ~ o o - o - o~ ° co o oco , x' _ ~ , ~ , y - _ n a _ I _ < sn o a to o y ~ < < ~ _ ° < ~
o n o~ cn cam n ~Ic~o .,.......,~i,. ~ 0 , C ~ c •p 0 , A '0 > O r+ ~ 0 O 3 0, ~p 'C ? O T O- O A O 'O y O A- O• ? C_ to 3 0 A 0 ~ y y 0 , O 'C3 0 W ~ a •0 r* 0 O N O o co y o~ o ~ B o a ca c o •v o o , co o_ o y o. n~ o ,moo a ~?-_•--•o ~*oo r+oo 07 o°O? _W w <07 w,~ o , ~ _ coo o a v ~ ~ y o ~ _ _ m -
. o o a a o m c . o Dom ~ o + - ~ c_~ A c c •v as ° aco w xx_. oar _.oo < , oco ooo• 7 O A yT AO'.. 0 ~~O OSy~ ~ 0_. A- ~ 0 y0 TO < 0,_. 3 a, O O C O A ,.t. tD ~ S A 00 to A - c r+ O y •fl O !0 t0 _ Vl tG ~ to 7C' 'O C*, 0 ~ r'*. 0 C Q ? , < ~ 0 y co O O 0 (A W a 0 0 a
o Q m e c ,o 0 0 .p v m 'v o - m~ m o_o m ~o~ • om . m ~ ~ m „ c~ co . a o a~~ o a ,o ,,v, o o o o co ° ? a o o ~c o , ~ o ~ ~ o ~ y ~ o ° _ 'v ~ , N o , ~ v~ co c ~ c _ 0 3 0 co 0 0 ~ o o ~ _a~ m ~ ~o rrv o c y o c a c oco o ? o ~ i ~,+a>> •v oaw co o ~°o0O 0 3 > > a 3 y ° o ~ ? o oco < ~ ? o• v 1~1
n _w cc v,?a o a m - m . , , ~ to ~ m Cr fA to o O' 7 0 a ~ a~00 0 ~ 0 0 W N O y ~Q r+ x ~ O n A 0 0 tT N
o m a_.o~ ~ o , c`a a o0 ~ rr~ 3 to<~0 00 7a~p~A o u, ~ ~ o ~ ° o n n a ~ c~ o ~ m ~ c ° o o co ~ y o a o , o o 0 o v A g o ° ~ co a c o y y y
, C C , ~ n ~ o U1 o a n~ 3 co co m , . a ~a m ° m ~ ~ ~ ~o ~.m 3 ~ ~ o , 7 O p' ~ ~ , o to 0 r+ Q D 0 o c °o o A 3°0 _ a oc °y -0 o a c cn c -+o° o ~ v, 3 v, o ~ o - ~ o y coy cn ° ~ _ o 3 y a a ® c, co a o ,o o, o x ~ oo. y , o oAw - 0 tLI
o xm~ m ~m mvoma xm ~ o a o m o a maw ~ x o o ? y o° •v 0 0 0 o O a c ~ a O o~ ~ y ° ~ _3 a m v o , ~ ~ W o o a o c~ a W fmol 0 C)
- 0 o Q 3 0 -'BOO o p 3 • O a - o O W r~ r+ 0 o r+• V? 7 000 O A ~ »O O ~ 0 rr ~ ~ 0 0 •vrt ~ a a ~ 0~ m-• ~a na, 00 0 o x• ,oo O oo ~~v a_ o ~ ooo_.a a•v y o o y c n o m o O o o a o » o o n o o ao yv y,, tnc ~ n o< A, c o o ~ o , o°O oo~ y o ~+o co3 ,3 Boa a ? o ~ w ~ ~ _~vo 0 00. •v - o,ocm = w c~ 0 0 0- yac ~ o o_ o ~ a c - a~ n
~ a o 3 -osaac 4 ~3 . p ~ C ~p 0?OV ~ p a ~A rr 0 to O to 3 _ 3 4_ ~ 3 ~ . o-o o -oo ~y ~A ° o 0 0 , o'er < o m o ~ y o ~ o 0 O y ~ to - Cl !o A 4 t0 ~ n- 0 0 t0 0 4 y rt 7 7 0 a 0 W ~ < O x t0 , ~ - I''1 a-o 0 ~ 0 0 0 LJ
n Q 0 O O O 0 ~ 0,~ 40 o O A 40 n 7~ a OA C I 4 0 0 ~ 0 0 0 ~c c ~o, o o a o cy n 0 3~ < o ~ o ~o o oo3y ~A y ~v n°_ _ ~ c _,_a,oao ~ o ~ o~ m o c n m o w n ~ o 0 o A~
4 O a 4 m ,t 0 y N? < ao ao , O o ~ o ~«co o y,o_ o c ~ a o nom ~ o< yo0 oy a c _ a.-~ c -tp 0 r« p (1> > to r. O yx~ •Ap yA< p, 0 - ?O z
o o• m° mo_ 4 a o a cc ~ a o . fA 0 ~ 7 0 , 0 0 p, o ~ , 0 C A 3, O A S A 7 0 0 O T ~D 0 O < y p 0 , 0 n 3 TO O ~ a ~ o D ~0 - C 0 'V0
~ _a 3, ~ , N 7c 0 o O H~ 0 0 CT 0 ~ ~ Q o ~ w ~ ? m - a o y - ?ool o ooa o ,aco ,oo 00 0°,+ y o <-o n ~ -•o 0 0 ~ y° _ oo, xo° a? ° ~ o yao ~ ~ o + ~ x o ~ a o ~ o to a o a o co ~ A x. _ 0 0 n ~ o ° y co o o - ~ r~
. oo > > 0~ o~ o C~ O C1 . , . a 0 O 0 x' . ~ ~ ~ o r+ ~ •P to o a Q' 0 0 0 o to 0 0 o w o ° o d o o a, , n Ul y ~ W s . ~ to 7C' O a o '0 ~ rr 0 0 O < tf a~ 0 ~ ? 0 ? , ~ < A 7c' \ ~D -h N Q• y y 0 rr 0 d O A A n 0 y ~ ° ~ ? ~ a ocy ~_-•~o~ ~ x ~ c,+, o, co_coo
7 ~ ~ A to ~ ~ 0 ~ . ~ O o r*~. c ~ to ? . ~ 0 0,~ o so 00,* ~ 00 ~ N i o o a, o n? y a n \ AI y - ~ o ~ 3 0 0 0 ° o c ~ o , ~ o ~ •v o 0 - ° ? n ° o c o , o o , o 0
~ 0 , o ~ c0 o n .':W ~ m a ~ ~ ~ _ m n ? o ,o ~ ~ o m = o ~ m , a C O O t A p A ° y ~m O 7 ~ r# ? ~ 'r ~ Z7 i0 0 0 0 0 A+py ? ~ t0 r*y to acorn O 0~ S O O W , O + r+ 0 O O ~ c0 O y , to A A p,0 -•pp_. o~ 0 X00 O, ? 'C_ oa n C C AA•
~ a• I ~ mW o a ~ ao o> >a m o m m _ c o m ~ a (A ~ _ m W a m ° o° o a_ a 3 a o o A aoooy co o aoy aA~,O o co o ~ ~ tno~ ° ° o c o o I n o x ~ o o c o o 0 0 ay o ~ rt ~ -?o ° A°o ~a ,+v o' moo <
t0 - + ~ to U) y. '0 ~ ~ 0 'fl t0 n 0 ~ 7 ~ ° ao ~ o a o y a co o ° -o 0 o r, o v, co c o o s o o y co 0 0 0~ o - ~ A
~ ~ (1s a ~ ~ 0 N ~ ~ ~ ~ ~ ~ ~ 3 ~ 0 ? 3 co ~ ~ o o ~ o 3 ~ a o ? o+ O, a m. A o O o a o~ ~ a a a o ~ o O
p ~ o o co ~ n (A p Z7 7 0 ~ 0 ~ o n - ~ o ~~3 ~ ° -o y o-• ~ ~ ° 3 0 3 n a a u, ~ ~ A o o< c 0 00, o co o o > > g~ o a ~v o ~ o c c~ a o 0 z
~ ? n x• ? ~ 0 ~ • (A ~ O 0 f 0 0 0? m O ~ O 0 ~ ~ • 7 ~ a ° o ° p o ? ~ ~ A coo y n
~ • ~ to r+• ~A n 0 ~ a ~ ~ . / m ~ , 7 p Oo , co ~ / , 0 0 ~ ~ s / C O 7~ C to to , + O ~ O 0 0 0 , O O O ~ to y 0 T1 W A o to N 0 y~ O Uf A y W ~ C ~ D O p. 7' O y
~ * / ~ o 70 A7 0 ~ ~ / 0 n o ~ > > to nA 0 ~ m O ~o a o° n o c a ~.v ~ o p r,+, N p 0 Go r+ A ~ ~ ~ 0 A - to ~ 'C7 A Q rr ~ O i0 A QO O O 0 ? ? ?
• ~ 0 ~ • n o 0 O - 0 r+ o ~ a _ coo _ o o co a a o c ° o o A _ cn o 0 0 0 o as y o ~o ~ , a a y
m O o • ~ o i ~ ~ ` o ~ i • ~ ~ w o ° m _ o ~ ~ ~ o a o o ° ? y ° ~ o ~ n
/ ~ • ~ Q / ~A~ / ~ ~ • ~ J y
/ ~ ~ ~ / ~ ~ a~ ~ ~ i ~ u,
0 O
a z
0
~ _ ~ Z
r o c~
z _ I C m-+-~v
'0 N Z O O o m C1 v n
~ ~ ~ ~ ~ ~ < • • 1'rl t~'I n ~ 4 'p p ~ N
. 'O ? R1 Z ~ C O<.. C
~ ~ rn o ~ v m ~ Z
a C D ~ o I o ~ o S~ Z N N ~ ~ _ •p
o v o o ~ • z 8
o ~ ~ ~ o r- ~ M A ~ A o r r*~ rn rn
~I o Z . ~ N_7 o so a ~ v v • t ~ ~ ~S ~ ~.~5'~
I ~ ~ ~ _ ~ ~ _ t to ~ ^ L _ • ~ L , ~ gyg
U940 0 v M IWO UELJO
~ > > o ~ M N n ~~e m c as
X 0 ~3@0 0 OTNm~~ o y Z ~o0~•°~ oo
0.4 *0 00 0.0 b bD 40 a M 00) CL 0
000 CL >0 >0 FF IfFF 0 ~ a W 'n
30 :r 0 z em
m 3 , s m
0% CA Z is
00 to
C w
N:\Oesiyn 05000\05058-BathCroek\ConsLdwgs\StreomRestoration-ESC\05058_02-03-BothBroneh-ESC-Pbn.dwg

f
t
MATCHLINE SEE SHEET 2 FOR CONTINUATION
r�
AMP ...
�r•
PHASE II S -E ENCE OF CONSTRUCTION
QU
I ,•�, iA~r
I
Phase 2 _,• Stgdium Dave to Blum Street
r/ rr Cons, truction Access
1. Clear andgrub for, stabilized construction entrances, construction access point #3,
' and associated sediment and erosion control devices except f -
p or the in stream
sandbag stone dikes and pumped diversions.
2.lnstall stabilized construction entrance, construction accessoint '
p staging and
•
stockpile areas, and associated sediment d •
P an erosion control devices as shown �n
�.; Specifications.
d
ti
t
consrucon drawings and outlined in the Construction S
•� P
• Sloa Restoration
1. Clear vnd grub to facate removal of the concrete rubble and debris from the ,
slopes along the right and left sides of the stream valley from Stadium Dave to
'
Blum Street.
�
2. Rem ' } � ova and haul off-site for disposal all concrete rubble and debris. 1
� 3. Excavate slopes to ensure .all rubble and debris within 10 feet of final grade is�
� removed.--•�•�•V ;
t 4. Backfill slopes to final of .grade.
c'
5. Rake all disturbed areas on slopes.
{ t � 6.APPIY Permanent seed mix and mulch over
all disturbed areas on slopes.
• • f rw
t 7.lnstall all wood plant material along slopes as shown �n h -•-tel
Y P 9, p the planting plans and ..N•�►•^ •,
,e'outlined in the Construction Specifications.
Stream Restoration
1. This. Phase does not require any in -stream work and consists of grading and
'
stabilizing upper banks an
# � � g pp d terraces only.
2• Grade upper .-.
� pp stream banks and terraces along both sides of the channel (Station ..
• f 8+50 - 15+50) as shown in construction
drawings.
f 3. Disk and rake all disturbed
bed areas on streambanks/terraces.
; L 4. Apply permanent seed mix and mulch over all disturbed streambank/terrace areas.
5. Install coir fiber blankets along exposed banks as outlined in the Construction
`1 Specifications.
• {� .\ ,'a-••-♦ .N••A••"••A""A•A•-•A 6. Install all Phase. 2 woody , plant material as shown in the planting plans and outlined .
, in the Construction Specifications. _ .1.--
MATCHUNE SEE THIS SHEEP FOR CONTINUATION
PHASE II PLAN
'­'.
r•Aw••
�� �•. www""' Nom•~� •...www.w� r � N'N'N
1 r.40
`` �`�•. , �'�'� ,+r•'•-•�• Mme• ,.,,,,,r
MATCHLINE SEE THIS SHEET FOR CONTINUATION
• X1.1 .•. .
IA
y : •:..�,l�fti��V3
P11ASE III SEQUENCE OF CONSTRUCTION
s7%.' Z
41. "•�{,•P_ h�ase3 - Pum Street to Salem Cr,gej�
%Confluence
•> �i
l''r" " '� '' •" Construction Access
�; ;; :>���••.t..•�1 • Clear and grub for stabilized construction entrances, construction access point #4.
and associated sediment and erosion control devices except for the in -stream
sandbag stone dikes and pumped diversions,
,,�- •�:,- 2.Install stabilized construction entrance, construction access point, staging and
�-• / stockpile areas, and associated sediment and erosion control devices as shown in
PROP. PTRP construction drawings and outlined in the Construction Specifications,
SOUTH V15TRlGT.. i
�:'FACIL.ITY.. Slone Restoration
5 APPROVED.
5" I PLANS FOR 1. Clear and grub to facilitate removal of the concrete rubble and debris from the
DETAILS slopes along the right and left sides of the stream valla from Stadium Drive to
Blum Street. y
2. Remove and haul off-site for disposal all concrete rubble and debris.
3. Excavate slopes to ensure all rubble and debris within 10 feet of final grade is
Y`
removed.
4. Backfill slopes to final grade.
5. Rake all disturbed areas on slopes,
6. Apply permanent seed mix and mulch over all disturbed areas on slopes.
„ 7. Install all woody plant material along slopes as shown in the planting plans and
outlined in the Construction Specifications.
Stream Restoration
` Mage 1 (Station 17+00 to 21 + 1M
1
-r• 1. Clear and grub to facilitate installation of all sediment and erosion control devices
P. DIVERSION and channel construction.
2.Install sandbag/stone dike at upstream end of Stage 1 as shown in plans.
3. Install sandbag/stone dike at downstream end of Stage 1 to trap sediment moving
through work area as shown in plans.
4. Start pumped diversion operation to dewater Stage 1 work area.
5. Starting in the area immediately downstream of the Blum Street culvert and working
downstream:
a. Grade both stream banks and terraces (Station 17+00 - 21+10) as shown in
construction drawings.
b. Construct toe benches along both sides of the channel (Station 17+00 -
�_
21+10) as shown in the construction drawings and outlined in the Construction
Specifications,
c. Install boulder cascades and pools (Station 17+00 - 21+10) as shown in
MIME construction drawings and outlined in the Construction Specifications.
6. Shut down pump diversion and remove sandbag/stone dikes.
7. Disk and rake all disturbed areas on streambanks/terraces.
>11 _\ . 8• Apply permanent seed mix and mulch over all disturbed streambank/terrace areas.
"'••••• 9. Install coir fiber blankets along exposed banks as outlined in the Construction
�..�.., ., Specifications.
♦•w ,. ' M t �y„ �• ••w ,..www
• ••»..,,,r, , `""�• •.: - -Stage 2 (station 21+10 ?J+99)
••••w.••• w•w.•nrw wnwN'•^
• M� �_ �••'••••� i .Clear and rub to facilitate installation o •
9 f all sediment and erosion control devices
V -••. and channel construction.
• 2. Install sandbag/stone dike at upstream end of Stage 2 as shown inP lans.
• S S 3. Install sandbag/stone ; dike at downstream end of Stage 2 to trap sediment moving
• through work area as shown in plans.
4• Start pumped diversion operation to dewater Stage 2 work area,
5. Starting in the area immediately downstream of 21 + 14 and work' d t •
ung owns room.
:5 a. Grade both stream banks and terraces (Station 21+10 - 21+99) as shown in
ERSION
construction drawings.
•��, w.�,.. ..wrrr ,�„�b• Construct toe benches along both sides of the channel (Station 21+10 -
�..
21+99) as shown in the construction drawings and outlined in the Construction
M _ Specifications.
`M,,•� .•~•'- c. Install boulder step pools (Station 21+10 - 21+99) as shown in construction
-� ...�: ..... •�.. drawings and outlined in the Construction Specifications.
6• Shut down pump diversion and remove sandbag/stone dikes.
,..,. 7. Disk and rake all disturbed areas on streambanks/terraces.
8. A I permanent seed mix and mulch over all disturbed streambank/terrace areas.
9.1 PnstY
r
all coir fiber blankets along exposed banks as outlined in the Construction
��. �.•�' Specifications.
r
rr • 10. Install all Phase 3 woody plant material as shown in the planting plans and
• /�' ��.�. outlined in the Construction Specifications.
Ci * Phase 4 Walking Tra*l and Pedestrian Bridge
+' •rr'" ,/.rr'�/' �/•y-rr"".r•►�„r+" �„I'I %� ! I r .+✓� M•,r.A•'���r' �^
00
PHASE Ill PLAN
-...'.'..,.. .,.....�.LEAR ...
..E�I�� ................
.. ... �Q�L��`�"X�G
1�17I�nopp xnad, jur�ztsv,U� vlar�tand �1os4 G9.. ......
2 2 i6
...
Civil Engineers *Land Surveyors *Landscape Architects
Planners •Geotechnical Engineers •Environmental Engineers
215 Bynum Road �
Forest Hill, Maryland 21050 N
en 'ears, enrve ori �C landsea BTC�lltkCtB Phone [phone] *Fax [phone] �
E-mail: cnamcilOcna-engineers.com �
0
NCAR%i EROSION AND SEDIMENT CONTROL PLAN VW1
0
O • Ss� •�� � FOR o
�' _ BATH BRANCH
,�� N�.•�y� � STREAM RESTORATION
CNA9P
CITY OF WINSTON-SALEM FORSYTH COUNTY, NORTH CAROLINA
Date Revisions Date: Scale:
7/05/07 1 "=40'
Drawn By: Job No:
Design cBy o5o5s
cis Sheet:
Review By: 3 of 4
CRC Z

o PzC ~ ~°f ~om~ o n~j ~ W pow oN
o~j ~ ~NC'r1 =W ~ ~p o
~00~ A z~ x
~c~'i, ~ u'~°~ n° m °uZi z ~ v tjd .vC
~ D°Q '"'vc~~ mGc on~m
N W~ ~ p~m~ v~~ rm ~ D 3Cym tn. O
3 y' z~ ~~p aZ~n :~0
N c~= ~o ~~~m v~mZ crn~~cv o C ;acv
~ c~u =N~ me ~:'p~m m0~ ~m~cZi ~3)~ Z N m r
~ a Z~~ ~z ~tn~~ ~~N ~~Qr-~ i 4 r- -t
~ ~ ~n= my Zo~O O Z D=imN rn _m
~ ~ ~ o~ m~ N p~p =mo~ ;4O m M
g cu ~ ~O O~~a ~m r Oy m 7Zr rn M
z
~ ~~m ~m o~~~ X~~ ~vri~~ 3 cn m cnAz o.
u~ a r~ o r Cm $ ~ ?rno ~ rn r tdId
i i g ~ ~ ~ O ~o v~ z mr ~ Z ~z r''~ _ -C -a m (M Z rn rn z o~ c°n
~ o ~v m~~z S~ ~Cpv :ov
~ ~ ~o n m z~ ' o
~6 ~ v~ z Z W v O P O Z
~ ~ ~ ~z Z~ vii mmni zor?o~n w 'C a G7 p ~ I*1 ~ ~ '+7 C omb
a S~ 3 ~I~*I A"~G ANN ~Z~ mZ_.~ ~n~c o y~ ~ ~tmi~~ ~O~ m~n~m
~z ~ m~-o Ong
° D W ~ ~ ~ a~ omm ~ o~ N p
Grn0 T, m ? on n
~ ° ° ~ ~ ~ ~o =gig ~ o N z p zm o. ~ ~ :a rn ~
~ zv o~ N~o Amrn m rn H
~ ~Z ~o~ z~D ~°z~ ° O n'1
rn 7nr O > 0 (A 1P"
~Wp vf~^~ ~ocn OD y
a m v W-~o ~ ~ ~ o o m -i ;v o z
w C Vl ~m ~t~ttZ Off{,. I Z I ~ I m n Q 29 o yZ~ O
z m zm vN~ mop ~ o~ p N ~ v
Q (D ~D ZZ ~ S~2 ~ o -c cs~ mm rn m
p~ ~oz oNDz ? cn O
° ~ o ~ -o ~p Z'~rl~ o> M 2--1 Fn- m c7 ~
~fn ~C~ ~N ~ZD v o~ i'~ coo
~ ~ a O W Z o
-ono cna~ v ~co, rnacn c~a• -mow oN cw zN
~N MI!-3
_ pc o ~o r+~N mm ~
Z ~ ~Z mp ~OZc~r w~ ~C~D 00
~ ~ Nm vm y
~ ro
~ mD ~z mm o`~ ~ ~ ~m °O~ N= ~ n m ~ m ~t~Z ~~m ~n~x ~m ~ ~ ~ "'i ~'6
r A p ~ ~O 1*1O 0~ ~ ~(n Zmf-
tIj y s~ ~ ~ o v \4`w
~ ~X ~ ~Z ~ ~~o~ ~ . MI
m a I~ =~I m 3 i i~l D ~ ~ ~ ~ T^ tv
0 ; rr ~ "~C ~r~" mA~ ~ i~v C•~j N~~
O~ ~ Z~ ~ O ; m~1~
A C - _ ~ Z
~ ~n ~ v~ N. O ~ w~ ~ ~ ~x~m 1_I ~ ~o ~ t~~ ccnz ~ ~ ~n~ m~~
A D ~ r' tmn ~o ~m ~nZ m n 0= ZAC 11~ RA1 ~ R~1~ ~ C'O OCC ~ ~1*1 A~VI r ,P ,~;.1: = Q Z A a
y
~ o c~ zoo m~ Amy o ~nn~- ~ ~ m~tn M'~] ~ ~
- ? ~ ~ ~ ~z ~
Z ~ ~ S s ~ ~ ~r Z~~ U~ ~3 i~ o~
v o
O ~ Z ~o ~Z ~~i ~ ~ ~ O ~1 ~ ~ oo~ o m~ a m ~ cn~~ i o ~ ~ ~ ~
m z~ ~m ~i z -r? m ~p~i `1
-ri ~ c ix Zc p~ = n N rn~m o ~ ~
~ z m N~ i~ ~ m Z MCI Z ~ ~ C~ ?-3
~ O Z y
~ Vl Z~ Z~ O ~ D p~~ ~ m m c c~ o ~ Li o ~s ~,;a_
n ~ ~ O= D~ m D ~ ~O yo z ~ ~ ~z
m z m N/1 ~ ~m D~ ~ ~ ~ N o
m o ~ c r
~ ~
y
o ~ ~ 0~ Da ~
a~ m 3 a~
• • • • • • • G. GD fA fA 'o N to 0? C fA t t t t t i ~ } ~ D
r m ~o m - - co ~ a ~ ~ ~ .v 3 .a .v ~ ~a ~ s.v ~ s ~ ~.a ~ I ~ a, . jr,
x~.3 a ~ o ga a m ~ w ~ w a ~ m~~ m~ 3 h o~, m 'g a, ~ ~~c4~ 1 1 ~ I ~ ai 1 ~ ~ I _~~a~~ '03 ~~~~.o . S1 C SGo
in
>w.,>: w v ~ c7 n w w w w v C ....?OmN ~2 o G~ ~ ~ >>N '0 ro ~ O N m 3 m r« 3 0 K Q (A !13 • , 0'a No a
~ . tG W m z 'a ~p ~ ~ A m n ~ 0 "s (A r« 7 o ro o ~ m ~ a a ~ y~ ~ ~ a ~ o o o• o o ~ m ro• a ~ ro v' o c~ ro ro ro CL "CI
3 c ~ ~ ro ro ~v a 3 y m , fl. y Q ~ ro ~ 3 ro o ro p .G 'd a ~ 0 ~ - ~ to 0 ro ~ ~ 'C p T3 ~ C O~?.,,r o 0 ro W 0_ 3 0 S' _
3 m ,c a 3 ~ ro ~ v ~ y ro o m 3 c o ~ 'v ~ m rA o ro ~ o o ro a o o v ro ~ 30 ~ao N roo F -a v CD
a: - ~ a ro -w to C 0 ~ < a 2 ~ 3 ro o o ~ a c o 3 ~ ro c o rom ro 3~ roo ~ ro ~ c ~a ro ~«oroo (D
;r.. 3 ro ro c a 3 ao y o 0 ~ room ~a ~ o~ o ~~,a o o ~.w omo ~ ,o vo
co ro~ ~ a~ ~ 2 ro ro a~ a roo m ~ ~c roo ov ~ ro_. ro ro ~ 3 ~ 3 a ro ro ~ Boa
~ O C tp o o C ~ ~ 3 0 0 ~ ~ N a ro su ro ro ro ~ ro ~ mo o; cD
c ro 3 ~ m ~ y ~ •o ro ro > > 3 ro ro ~ n ro N ? ~ N N ro 3 ro ~ n ro o m ~ a ~ m s ~
C M O O ro ~ w ~ ro c ? C. P cD
'0 `Z r? 01 ~ C p tZ. ~ ro ro 3 o' p ~ ro ro 3 o ~ ro o co 0 3 ~ co ~ a • ~ ~ N • ~ rh ~ ~ err V ~ o a ~ ~ ro ro 'C ~'2 ? ro ~ ho
z.~ ~ N m o -o a ~ ~ ~ _ c~ ro 3 _ .c ~ rororoo 3 o v, w co ro ~ a~ ro c ~ it CD 0
w ro .p N O ? ~ 0 ~ ro ro C 3 ro iD moo
~ N 0 0 to ~ v < c 0 3 ' = ro a« ~ am ? ~ m
• ro ro a m
~z Q co
;::tA o •o rn ~ cz
Oe S ~ ~ -I - m rocrn m ~ z A NA~ 7~
Drn ~ Z p z v c~ ~ r .
fl D O O . ~2
rno O y 111 D~ ~ ~
;.cam D n ~ r. • , Cr ~ 2
7 • r.
r.. r a ;c o
u
. .
o .
~ A ~ . r
~Q. . 0 ~ ::C: . 2
y~ •~~~y y
I.~' 'y:1~.. µ.I A~.!1. ` ,1~.
•
~ • m• 1.
. m• n= ' ~.I ' ~~i~j~'~y~ iAt
.~4 ' Y ~b . T n w"I! • i~,
?;E ''r . `
R. h ~ ~
. ~r•~
n ~ ~ •f.
S ~
~ ~ ~y a t ~
z O A Z 0 ~
o y ~ Z _ N $ ~ t)
~ ~ ~ D m ~ ~
0 c c z
~ ,,,.3 o Z ~ ~ ~ ~ o 0 m ro ~ ~ ~ ~ D m
~ ~ > o
~N op a ~ -
3~ ~
D v ~•v ~ S •
?1 Z ~
~ D D ~ ~ ~ 7 `10~' N o S ~1 o m -.-a y ~ m m ~ p Z 3 m
A~ 3 O T u .i w ~COv
ooN aor- m o Q I o-n a- ~3~a v A y ~ ~Z ~xao•0
c ~ ~ j < S ~ 000 moo,
0 @ %a.*# =1 a 8 300 ? o n Z Z~ r m
0 (A oo 0 0 w
O o Z 0 :c m ~ 3 ao ~ ~
Z
N:\Deaign\05000\05058-BcthCreeic\ConsLdwgs\StreamRestoration-ESC\05058_04-ESC-Otls.dwg

~ # Y NN fj 1
y t

ta 4
x
BATH B R1~.N STREAM RESTORATI CONSTRUCTION DRAW CITY OF WINSTON-SAL FORSYTH COUNTY, NORTH C Y ~p?y t •--u
, ,~,I yi q ? ¢ gm. owl
~ "S: + A ~ '.F f::Y,~
x?~r, ~.i+, + ~,y ,
~l
rb~. i.y ~r.~ ~.M.tn41.~.
A
~~,,,r y+•l. ~r ~.r
'per%r v ,,x ~'~f ' 4
w v
~ ~ ~ r . a a., Av.;
~ rr M +1+~ w~~ Ag 41
h~ ~ ' r. r{ax ~y .5; v
~rrt wwl y~wX~,~~"Yy `'M.. gMaiYi
~l ~ -
. •r ,J i .'St., ~ ~+yy t v'i ?j
:N ~ 1 • ~ t ~S . .f ~ µ ~i..3" l~ :~r~, -
. 't 't, Yr,
? r CIVI
c z ~v!~ ~ r• ti ~ ~ ~ A"Y~' 1 0~ w
~ ~ e t~ 3RD S7 ST ~ ,y
IJECTI SGAL,E. 1 ~ ~ 1000'
C$1 l!S a t"~ EN ~
S e _ ~'~o y . ~ c~~ St ~ cal
~ a F • '
w:,-
'y. .l~:r• •~C . a' ~ ~
. . • sic ~t.~y• S~
I•\~ w i .Y. p~. ••h ik~• air
S., ' r 3 a 1 • r. ?`y ? N• a ~"~v. ~ 4~Y ~ • N . ~y~y
t 'r~ « i ;y..
LY ' 3. ,r ' ~r
N~ N ~ ~M . • v ~ Y~ . !4„1~ . r t r' w'
E s~
~ ~ .•a ?j.? r~
.i,.:;. x~
2 ~V~s .r.N .ft,•. + yp ,u ~ T y > ~ SHEET 1 TI'TI,.E SH ET
E .r:..,. • ,i . ~ . ~ ~ . ' . SHEET 2-6 STREAM STORATION PLAN . RE
SHEET 7 8 P OFl R L.E , .r . ~ SHE 4 ON
9 2 CROS ~tt S EC t~ de r ET 25 29 P S I NG P 1, ~ ,
'N'AB"' „"!t .cr~lu~. •'y' Y, ti• ~
~ r ,i. i,~ w ~
~ ,y~ ~
i s ~ ~P ~j"
i ' V ~ ~j, J. •
~ .V, .N ~ . ~ .~K ~ .~y 1 a ~ :x .
A t J.'~• J 'f. .~A.. J . =f
~ _ Notes:
• :r : . f. ~ . 1. UMITS OF WORK ON THESE CONSTRUCTION QOCUMENTS
.Y~~ SHALL BE CONTAINED W(THIN THE PROPOSED PERMANENT CONSERVATION EASEMENT AS SHOWN. CONTRACTOR SHALL
.'N. , COORDINATE WITH THE CRY OF WINSTON-SALEM IF
•h ~ ~ ? GRADING LIMITS DO NOT TIE TO ADJACENT DEVELOPMENT ' OR CREATE AN UNSAFE OR UNSTABLE CONDRION.
I , J.,. y . ~J• ~ ~ 2. TOPOGRAPHY FROM STiMMEL ASSOC. DATED MARCH 2007,
' , Lt•~~ ^L ~ ~ ~l~:a BIG EAGLE SURVEYS DATED FEBRUARY 2007, ANO CNA, INC DATED MARCH 2007.
3. COORDINATES SHOWN ON THIS DRAWNING WERE BASED ON
~ Y .'i . _ ~Yy DISKS U2925B-11 N: 853.955.0650 E: 1,636.935.1890 ~ ' ELEN 794.20 AND U2925B-12 N: 853.890.4610 E:
~ ~ . `i~. M ~ ' 1.635,173.1450 ELEV: 816.18 OF THE NORTH CAROLINA
'J STATE COORDINATE SYSTEM (NAD 83/95) AND VERTICAL ~ ~ ~ DATUM MONUMENTS OF THE NORTH AMERICAN VERTICAL
DATUM 1929 (NAVD29). THESE MONUMENTS WERE
~i'•< i ~ ' ' 'il'r+'~Q~• LOCALIZED FROM NCGS MONUMENT JKA-85 WITH A
•J , . w ,~y~y~ ' r ~ .~~J,• Hwy' Jr. PROJECT COMBINED FACT
,3 w .l..
•r ~ ' 4• .w r• . r 4. , M~
,tix ~ 4 r Y. ~~M/.
ADC Map No. 739
o. r grid B6, 67, C6, & C7
SI SALE. 1 ~ 1000 'I
~
TOP OF BMIK
TOE OF SIOPE
PERI~MIENT «MIS~1~1110N ESMNT ~ . Civil Engin I Engineers *Land Surveyors • Landscape Architects
D~U FS~iNT - - - Planners • G engineers, serve ors do landsca e architects Pno~e iers * Geotechnical Engineers • Environmental Engineers 215 Bynum Road
aG 2 q)Nint~ Forest Hill, Maryland 21050
PROPOSED 2 CONPQint PROP06FD q~VTOUR BY OTI~S Phone [phone] s Fax [phone]
BATH ~BRANC~I TI?UILWEG E-mail: cnamailOcna-engineers.com ,
~w~ EXISTING TREEUNE
~~1 PROPOSED 1REEU1~ \\\~~N 11~A~o~~~/ TITLE SHEET
OQ~. ~tESB ~ •~/A i 0 FOR
• PECIESiRUN TRH. ~ ~ may' - ' ~ BAT 07- 1 3g 4 0
C E 0
LOG 90UlDER STEP POOLS ,TH BRANCH s,. cn
. ,NE.•~y STREA ~~~~/i/~~cw'RO\`\`\\~~ ~ ,EAM RESTORATIO"..N. -o
~UC1ED CITY OF WINSiON-SALEM
FOMYTH COUNTY. NORTH CAROLINA
' r J. r . a e ev sions Date: Scale* U
...>:~.~i~. t 7 Ina /n7 ec cwnwK1 a
cRoss SECTION tACAlION }
00 Drawn By. Job No.
NNSU REEKS CO"* LIE TCL
.P!cillii I....' Design By.* 05058 a
.f ~~17' Kn~Pp~ Rod, Ja~~ttsv~7fc, Mar,~lwx~ ~4~, V6~.~ ~164t CJs Sheet:
Review BY* 1 OF 34 cl
CRC Z

~ ~.r. ter.. ww~ ~w1r ~M.
~wMv / r ' V wwr~ ~r +•y.r, pry` .r/~ Mph ~M w,,,~, .rtiM w "rrr~ 4,r ii.. . '"wr r.. r.
~'w~Y~~~ Mwy r~Nwr vM, 'y~r ~r rr"N "Mr. ~I~ ~MMw ~ ~r? M V,w ~ rhM
'may ~ w ry~y Mry MrM` MM q~ '"r,w ~ , ~Mw .,r N~ mow.. rrrw ""tiVr ~M Mw ~N r,r~
~r r `Mw. Mr, ~Nr• wrrr. ^q'r ~+ry q+Mb ~w ( w w~ ~M MrM 'Mrs •tiry .
f • j, r ~ -i"ce" 'i,~; ~ ~ w,,,,,, r,M i M+w. r~+w. „ r. w ~w w1r rr.y' rMrr 'rW. wr„r "~r?r ~ wMnr `ww `'fir
f / f r / .w w..,.r. ~ - w~ fir. , ~w y,~ •Mr~ ~ ~ M~rr, w.M ~Y r "r`r. ~w N~ \ '~Wyv ~NM ?r~ ' Mr`s wrryy rM wr« ~'~w ~r
r,. ~T ~ r~~~// / \ ~ ~ , ~ PROP. GULI/~RT E)CI"ENS~ 5~,UILYERT it IS~~TiO-~O~ ^ . ~ rury Mw ~ •rNy frt. A~
~ r ~ rr., «..w r,~ ~ wr„M
~ ~ ~.r ~ N~ ~
~ ~ • I Z .n,M..w«+ wr.~
1 - ~N ~M "fir t 1'~'N~.r w S r~rr, ~M
may,,- 1 ~ '~rra ww _"'~rw
'r ` 1 ~ ~ ~ l i 1 f l 1/ 'e ~ ~i M ~
f , i ~l ! l ~ j l ! ` qT O y P•I
I / ~ E ~ ~ r ~ ` ~j ~ 1 "~.r~,r, s ~ ~ ~ ~
~ ~ `,t ~ ~r~._ w~~ ~MrY N -fir MMw 1r Aryl w~, ~NrYM ~rr1r~ ~ ! ~+~r,~~
wwrN w~~ r"MA' wM+~ ~r ~r N`M. ~N "~w,.• wwa+ wrr~ rw.w nw.w .rww .rrrr Nww .rM,~r, y~x ~ Mr ~ ~ rr~ ~tir~
w www ++Yw"' U"~ry r~r, r,r k ~ • ~~r'~w]~,r+ ryyr w ~w+w` ~w++ wwiw. wr..w .rr~„ wvi""• •MiM• ~""rh~ ~ ,r'r~ ~ '1rr'~~r f.wr ...+nr ~N wr.. •+rr~, .nrw ~•.rM, r`vti~r ~ ~ ~ ~ ~ Mr
'+Mr. e'ra' .rwr~~ wrw, ~ ~ wr
rv rrrr,y n"ti' rw.w rr+.r, ~ rw rI~ ~My w~ ~rrr w«w w~rrr h ~ hMr r1r ~ ,/~~1 r ~ wr ur ~ ~ r "h
~ f ~ / ~ t' l 1~ 1 ~ ~ . r www r„ r+.. r.r~ ww. ~r"w w r+ wr` " ~'wr
t ~ ~ 1 ~ 1 ~ t 'rw, \
r"r+ `w. ~
I ~ r ~ ~ ~
ww~ Mew ...an, iww.. Nw+n rwrN
~ ~ t1 , 1 ~ 1 1~ ~ {1l ~ ~ ~1~ 4
I - l~ ~ 1 1 . M1/A rYMM~ ~ ` L ArY~y1 ~ ~ •~IYAP ry ~r ~ ~ ~ w
~1 j j~ ttlt ~ t~ j ~ 1 ~A ~ wMM~ ~IIII~IIIIY rrrw ,rr,~ r,,. \ ` t
1 ~ ~ ~ I ~ ~ t ~ i 1 i ~ ~ j ! ~ ~ ~ rf rti
~ ' ~~1 ~f ~ i ~ ~ ~ i ~ ~ Z ~ ~ ~ ~ ~ ~~b ~ ~ ~ ~~i~~ .ti ~ ti ~ ~ ~ ~ ~ w., ~
l ~ ~ ~ ~ ~ t ~ ~ i ~ ~ ~~t~~ ~ .f r'
~ ~ ~ 14~ ~ t~~~ ~t ~ L ~~;i
1 ~ ~ ~ ~ ` ~ ` 1. ~ ~e ~ l ~ , f ~ ~ , ~ ~ ~ / ~
1 ! ~ 1 Z '
! ~ ` f ~ ~ 1 t ~ ~ ' 1 ' 1
~ ~ ~
1/ ~ f, ~ ~ ~ ti '~r..,.,,...~
I / 1 1
i
1 ~ / ~ l t
1 ~ i ~ ~ 1 , ; ~t it 1 t ~ ~,1~ ~ ~k ~ ~ ~ ~ ( ~ ` MMw y'" A"
r ,r' 1
4 ~ ~ ~ ~ f I
1 ~ ~f
r/ "r?
l 1 ~ ~ ~ t t 'z ~ 1 1 1 1~ ~ > ; ~ ~ t ~ ~ ~ ~rq oo ~ i 1 ;
I f~ ~ t "1 ' A~~ ~ ~ ~
( tf E 1 I I C I ~l
1, ,fI ~r`~,.......--'~j ` iy i ! 1
r r ~ . ~ ""s? ~ ~ ~ j t j ' ~ I ~ ' ~ l ~ E ~ ~ ~ ~ ~ # ! ~ ~ ' i ~ i Its i i. , i ~ f~ l
"""r' i'' I I / t ~
1 f ti ~ wr? f i`
~ / ,.x'11 Zi l ,ra ~ ~ ~~t~ ~ `l
' I' _~~wr Ar~•' ~ Mr~ Y1M~M MNM ~MNN. NN•N M ~ ~ Imo' ` ~ _R
~ ` L
r^/ r' 1
r' / ~ ~
~ i N / N ,r' ~ 'd' ~ i ~ ~ ~j~~ii~:l~kl~~~jl~ ~ l~~I~ fit;; 1
~ ~ N i a
~ ~ IM/M A~ •114wr ~ / ~ ~ ~~j~ji~l~~il~i~jl~~ ~j{~i Ali ij
• r `c f ~ i ~ ~ ~~~I;i~~ll~~~ ii~44 ~ i
r+'' I ~ f~~r
1 ~v~~ilj~~lilllf~~ ~I t~il~~ l~ I l
I , ~
MF•N~ 1NNN N1Ny M1WY INS ` r ! / ~ ~ ~ i ~ ~ ~ 11 ~ ~ ~~~~4 ~ ~~a~j~~tl I~~ it ! I ~
~ ~ .
~ r
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ j i I ~ , j ~ { { I ~ ~ ~ ~ {~1 Ott I I i ~ i I
,r' ,,r' + r..~, M..,M, .1..,.r, ~ r
M ~ I ~ ~ ~ ~
I j
~ ~ ~ ~ ~ ~
4 ~ ! 1 ~ ~ ! ~ 1 ~ ~ 1~ ~ ~ j~~ f 1 I f /
~i . j
I ~ ~
„w,,. ,«Y. ~ ~•A1 .w•M'1• 1MMA N1ww W11 CIA rM•"r1r NNYM W1111 ~IIIIIP•/1 ~wM1 •1AWr 1111Y11 AhMN1 NMMM \WMM MNM1 War ~111U M1.11r •W 1~ MW N11M1 ff ~
YVWN NIMM •~1 M^' JiFA t I I STORMDRAIN SYSTEM TO BE
.,,w, ••rw• ~~r • ~ "t TEMPORARILY REDIRECTED TO ~V l MANHOLE 53 BY MEANS OF
. i ~ f EXI5TIN6 42" RGP
1 w,~ t ~ .r 1 i
!i ~ Yh 1 1 ~~ry S r9 t LIMA ~ ~ I 1 I ~ ~r'~
~ ~ ~ ~ "w,,, f ' ~ S
i~ROP. POOT9RIDGE ~
I ~ I ~,1 f 1
I , ~~r~ ~ ` ~j` .
~ 1 }y S~~
. 1'~+r wan? ~..~r~ ~~rM 70/M +•r1w1 ••.1.N w11N. rrr.1 N ~ ff
F i~l r 5~~ tT 3 ,o
~ ~g~ O
rm+ w~ ""d"" wr"" wrwl ,yw1w ~p ~rN? A16 ~.w~w
pMM•' r """Nw ~ I / c,9''~ ~ Civil ~ ~ ~ Planner ~ ~ e ' eers, serve ors do landsca architects P Civil Engineers • Land Surveyors • Landscape Architects Manners • Geotechnical Engineers • Environmental Engineers
_.~yy M/NM• _ y ~1y~ Y 4 r ' ~ ~ ~ t~ t ! { ~ ~t ~ ~~~i, l 111 i~' ~ 215 Bynum Road o
n+"i ,~J~ +r..~~ Forest Hill, Maryland 21050 co
•1Ir~' N," y~ 1 Phone [phone] • Fax [phone] E-mail: cnamail®cno-engineers.com o
i
w„ f / ~
~~~~~~i 11~ARp~~ii \ ~ PLAN 0
~ .t' •N•1M YMW •IO'11M y1Y111~ •V11~r1N Y11M 1~r N111~• ~h PTRP HOLDINGS LLG ~ • O ."Y9i FOR o
DB. 255"1 PG. Tbl ~ ; • ~ BLOCK 2412 LOT 8B _ ~ C~ BAT W
256151.4 SQ. PT. • E
• rN1•M/ WMM ?NM 11• rMMMr MM 1ti 1 "^'r.. rw~"^^ 5.880 ACRES - • i • LTH' BRANCH
~ ~ 4. .,,,N~.•~y.o~? STREA ZEAM RESTORATION
~MV11• 1F•YM~ VMM1• NI•y11 "1 ~MY 1~ 1 1 ` ~ ~ ~ ~ ` ~ ~~lll 11111~~~ 1• crnr of wir~sroN-sa.~ SALEM FORSYTH COUNTY. NORTH CAROUNA
VA 1 r Date: Scale:
MATCHLJNE STA. 4+00 SEE SHEET 3 FOR CONTINUATION Date Revisions
7/06/07 1 "=20'
co
Drawn By; ,lob No.
TCL 05058 8
~I.~,rfiR CAE$KS ~(71~iSi3I,TlN- . G Design By.
t t~ app ltuadjureaavi7le~ Muyl nd ZIQ84 X410? 692-2[64 cis Sheet:
Review By. t 2 of 3?0 0
CRC Z

~ ` , ~ ~ ~
~ i ~ ~ i ! `t i ~
t } ~ t i l ~ ~ l ~ t .t f y
} j ~ 'a t ~.........a ~ i ~ y. 1 ~
t ~ is t ' ' t •
i i ~ t . i i
~ S. ~ 1 1 t ,r.r 1 t t i t 1 \ ~ ~ ~ l l ` ~ ~ 1, , , / ~ 1 ~ ~ ~ ~ f
a ~ ~ } t t r t . f 1 1; ~ • i t t ~
~ } , 1 / .r / t ~ ~ Er~
~ ~ ~ i t 1 ~ ~ 1 t ~ i ~ ;
r' , i i~ i a ~ ~ 1
~ 1 y! ` t 1 It t ' ~ 1 , s
t ~ i 1 t~ ! . ~ ~ t ,t ;
~ i i ~ t ' ~ . ~ ~ i i ~ i 1 ~ ~ i ~ l l `1~ ~ l ~ ~ ~ J j ~ Jj
i ~ 1 t t ~ } ~ \ l 1 1 ~1 ~ I 1 ~ ( j 1
t ~ ~ ~ } ; t ~ ~ 1 ~ i
~ < ~ ; ~ ~ i ij t t ~ ~ ~ E l ~ ~ 1, ~ l ~ ! ~ ~ ~ >
t ~ i• t~~ ~ t i t ? ' t t
!t i 't i i ~ .t t ! i r 1 t ~ t l t i
r ~ ~ i. i C ~ } 1~ . t ~ i • } } l ~ ~ ~ I
~t ~ l ~ ~ t t ~ t li ~ j ii t t
~ t ,t ` t t
~ ~ } ti 1 l „ram .tit ~ , t } i ~ l ~ t
r ' t .w... 't ~ , ~ t t, ~ i ~ ~t • 1 tt . t ~ ~ ~ ~ ~ ~ ~ I
t t it ~ t ~ i tt i•t ; ; i ~ 1 Z! it i :
t i ' { 1 ~ ~ ~ it ~#i ~ ;a t ~ t i i ~ ~ ~ 1 ~ ~ ti ~r ~ ~ ~ ~
~ . tt t ~ i t i ; t ~
t ii Z t i i ~ ~ t ~ i
1 ~ t ; t t f ~ l i } t 1 } t
i i i : ~ i i ! 1 tii j ~ l t i i; ....r. i i} t , ~ t , ~i t L ~ t s: i ~ ~ ~ ~1~ ~ ~ ~ ~ ~ ~ ~ ~
i,, ~ ! it 4 t ; • ~ i t f
S~"' i.. t: ~ F 1 ~ . t tt ~ ~ ~ } st st ~ t , ~ ~w
~l ~ ~ i I t } t ~ ~ i ~ ~ { ~ ~~i } ~ ~
~ i ,tt i ;t ~ N..t t • i } i t =1} it ~ t } i 'j t !
t . , i ! ti 1 's tt it~~ t ' } ~•.t H~ s ti
i ~ i L tt ti 1• i ~ i it t, ~
•t d ~ ~ 'i ~ M i! i ;i ~ t
t ~ 1 t 1 ~ , tt ~'4tt ii ~ ~ .t t .r~ i~t t
l •t i i s . ~ ~ i ! ! t i q ~y ~ r' i ~ i ~ i ~ t i ~ ~~~~~ra~r~~~s f f •yM
i ~ t i s t ` i 1 .I : i~ ! t ~ j ~ MwM1P M••r• • M1~ •wY~~ ~~r, N6 1
i~ 1 ~ ~ ~ ~ i. 1 :a! i ,i ~ • t t M••w. M•MVn •M•y ~ .
# ~ t: . iit • i fit''! i } .t ~ ~ •t t !
' i ..N i ~ ~ i ~ ~ l tt s i l i• 1i i 1 ~ i ,
~ , •Y t• t t i ~ - - - ww+• ~ • _
, l . 't t• l i t ~ f , sr ~ ~ , `h 1. /y ~ ~ ~ ~
~ ' t i ~ l ~ l : i 1• i it 1 ~ ~ r 1 ~ , .i ~ ~ ~ ~ '`4 \ ~ ~,i
•1 t ti l ! ti T ~ 7 'ti, s v,,,,. ~ ~ ~
fit. ;1, li ~ ~ ~ ~ • i 4 M~ ~ ~ ~
1l i ~ } 1 : ~ ~ \ .i. : ll i l ~ I~
\ l t4 t ~ t t ~ ~ ~
t I l .1 4 t 1 s . i { i i ! ~ j
."~N ...N.. NM... , 1 . I; 4 ~ l 1 l w.w• 1 i 1 ~ t
l l . 4 ; i ~ ...,':i... ~ l l 1 «..«.,,,1 l l i , ~ l • • 1 l ~ g ~ i~ , SEE ~ b' r ~ 0 z Ut
l l : 1 ~ 1 1 1. ~ ~ ~ i' 782
~ p.. 1 ,1 t~ l ~ i ~ l i i i. i N.. ~ ~ .I ~./YY~Y. ~ NM~~.M~ MMMMN.N. ~ NMMM IMIY.. wMYI~ i + ~ ~ .
~ s s .N.N..,.N. Q . r` l i S ~ ~ n S r ~ .I" ~ Y...M
~ 1 i ~ w..w ~ l i , ~ .....,..w 1 ' 1 I 1 M~• • ~ 1 , 1 ~ . ~ YWM../.w ...WMMM. wIMMMYY N MM~AYIM. M.A...11MM. •~~M, . Mme. ..~.I~w YM.MM AMMMMYw MMMMMYM. rIrWYM + r _ J" ~wr .wrr r".w • wrr
1 t • .t ~ f ....i hWw. wMr w.+n" 1+',• wrrr ww~ ~.rrr ~+.r. .rwr rw+w wwr. rw« r„p~.ww• n
L t t 1 s ll ~ . 4 ~ ~ N.,,~.w..x ~u..,..,,M„r ~P ....w~• S ..aw ~w......... S ww~...+.r ~ wwr...... ~ $ ~ .,..y...,,w ~ «.,M...,,.. ~.W!{N...Mr~' www w`r rn
. ~ ~ 1 ` r.M~ 1 ~ 1r y .r.+•• rw+ Mw ww. .w•.w ww.w wwr 1 ti?yi, Mw I~+r '^'~+w wM. .+ww. .w+r .w,,,,, w.w`• wwiw ..w.w ..W.+..Mrw ,h..+ ~.M,,. «w. wn.„„ wrM,,, . ~,+..n ?,,,a, wy.,,, ~.n„ 'mow. Mww wrw ~+w ,,,+r' ...w..
O i .r.r .•N••' 1 , ~ t ~ t ~1 , ~ y~r ~7.n ,N,...r v.+w w ~ 1, ` ~ ~ , ~ ..,w ...M" .o.,,,, wwM. wwr .....r. r.rw w..... ww,,. ~""`r ~y ~ .wM.~ `'fir. ~ .r...
Y rAMI~ .r.r w i~ yy A+•~ ww.. w~'i.w~.~11M' ~IIIII.r~• .+wrrrr u1yw• ~wwM. {~wwwwww~iw,M/' ~.w .ww~wwr. rrrWww a.~+.rw•. MIWrw r .wNIM..11111~1r ..,MMi. ~ ~ ~ ~ 4\ ~ ~
~ 1 i . ~ V' i ~ ~ l s l w.+•• .rrw' w.+•+ .www .r..~• w..ry ....M, ..w+~ ~ ~ wa++ ~ ~w r`y' wrw r.w ""hw y"'+• w MMMr + v.. +N+' orb . r,.. ~ j. < M`.I '~M w.M+
I i j ll . i 4 1 ` t t~'1 i i l } • ~ ; t ~ ~ l 1 1 ~ s t l 1 . ; ~ l r~ '°.?a ~:f. ta=i •.1 • . .wr r .f } ' ~ Y 'i' .i ~'i~::~•~ 1 ,+t} y4 ,.t.~ ta.~r' .t''ttY?''y'tlerytfi~,fi'1~+,~1~~ . tL,. ~ 4,.yf:.• ~tl~f~t Ott' Y.•.t.• + •'t t »r fi to .L ~;..~1t+. . -own dM*Aft 0~
l l l ~ l i l' ti l 1 " ~ t 1 ~ .w~... • ~ / .rra. ""q?. ~ • • +,r. ~ m eol
l . ' ~ ~ l 1 l y l ~ •1 1 l 1. ! ~ } l ? t ~'b I' , • ~ ~ It A
O ~ 1 1 l ! ~ 't ~ ~ ~ • ~ fi ~ ~ ~ ? • • • ~ rte' ~ .I'~ ~ rr?r` 14' rn
~ i i li . 1 . , i .a. ; 1 C1 , i t ~ : + ~ O ~ it ~ r • _ ~ ~ ~ Hwy, J ~i +www r.++~ I" I; W""' "w- 'mow. N ...W- ~
~ l 1 i ter' H 1 l ~ s l ~'i t.s 1 l l l l •i ' ~ ~ t l ; 4 } ~ X11 n • . r•"" ,t Mrr ,rww. wwYw . lr.. ti i . ? P ' 1'„ ~~i / ( ra'~ r++' r" OMIII-
~ l i• , ~ s x r C ~ t l 4 Z ~N '.t~ + ~.o,~'t'v 'a ! 1ki ~ art ,...t r ar. t 'li °w. ! w ~ /"r ...rr wwy •+tiww vyy„~ .ti ,t lt•ia~.(~1~~•i hr ?•1 J .:~~a..~ ~,tl ~,6 ~t,~~• f+ rIJS r < / ~ .r~"~. ~ti ~ra~ ! t a.. i 1 qS ~4,.r. 'r : ~r w .ti w."l~ ••R. i ~ p ~ . fr)~ ~f P .4 1 "r.•r S'.i ~Y~Y ~i +i'r~•~"~•,ll. ~+'1 ~}~•j.t,~ ,•~~.~L....1 r1..1 ...fa:;t.~ia.,. r++"' '"~r+. w~„' S t > •t 3 ~f
t v, tt ~ 1 l Z l 1 , l in l ~ e; : d ~ l t Z O l i' ~ \ t r ~ w 1+'~'1lt+l.. ~ M, ~ ~ '~T,` 4r.• ~}..t ).i` Yti•i / f. .Yf ~r ~ r .f~A!°"'4 . r+ t ~:•.4 s.,t.ey ~ t • •~a4;'t{! / wM+"' ww. «+.y 2, . j' ft a•.. 1I~ :'l C~ ~.a ~ :.;tr d 1t t{J f .y 1~! ww.w w../+ 'Mry I,F^ ~ f4",'Qfy~1..,il~aly• } + .t«it ,K„tr . ~ .w+" 'rv++ O
O L , t V' 1 l t 4 ~++w Z ~ ~ - 4 1 I l 1 ~ t , ; .p, l r.r+' C
~ 0 t • i 1 f~ i Il - • ~ ~ e
~ ti fl i l { ~.r... ~ ~ "11 ~ ~ • l ~ 1 ~ 1 : 4 N t ~ ~ / w 1 . .o..,,. ~ ~~wr «.rw. war P O
4 ~ t~ -.N. < l 1 t ~ 3N...•... ~ ~ rn ~ ....w t • ~ ~ l • t Ns.. } ~ 1 s 4l1 N l ~ ~ .r mow.. ~^yt~. r I ~ ,,,,w. .,1M.M ,/Mllq ~ ,rww /
1 ~ 1 • 1 l ,,j, l,, 4 ~ s l l t l ,1.., l~ z~ t........,,.,. • . l 7 1 l i ....y~ Mrw~ Q .~IIM. ~ '1 ,r'r+ / .+.yR r~+'+• y M.+r ~ vim" www f www A' /.ww .rr.. wr.... .rr'+~ of
+ ! t . N ~ l ~ ? i ~ I ? ~,I f ; t . 3 ~ • mow, w.w .r+ war r,' r''
r+ , O • t i i 1 1 t ,r,,,,' -1 ~ ~ .i • l : ~ i l ~ low
11 ~ l 1 ,~t : ~ .1 ~ l 1, 1 • 1 • . l Q .rN ~ ~ } l l l 4 t. ,iZ ~ / r,,. .nw• .fin tw..
.1 ~ i . 1 ~ l 1.1 f ~ ~ w•+"" L
~ .1 1 A , l ~ r ~ ~ 7 ,~rP +,r+' f ~N.. rte. f ~ ~~G t ~ 47
O E. r ~ d "'nr'1 ( r....'• .rw. ~r.• ..r..,M .rr. wrw. ~ / i
x l i t 1 ~ 1 i1 i ,,r . ~ it 1 ~r ~ i l'~ ~ ' ~ 4r
l l li l ~ e _ ~ . l4 J ti
' l N' _ ~ ` t ~ i ~ 1 t
~ i ' ~ i • ; ~ ~0~ " f}
..)N i i t 44 l 4 ..I..r N 0 z -
t 5 4 `~.r t d z Or ~ 0 d
N ~ f t ~ ~ ~
~ ~ 1 ~ i r ~ ~
i i ~ 1 J a -0 ~ I
~1 i t i ,i i . s 11 4 ` Z ~r/~
N?; lid ~ i ~ l ~.,,,,.r i 1 1 t 1' i s 1 li s
/ .l .l
a~ ~ ~ ~ ~ q. 1. ~ 1 ~ /
ti ~ 1 1 l 1 ~ ~ , ~ ' 1 ~ • i 1 ~ ~ wr... u..r. ...wr .«.w. r.r.
~ li ti ~ ~ i l l 1 ll ~ •r~ r~ • ./""ww N ~
, , . , ~ err ~ . rZ . ~ ~ , ~ 1 11 ~ `
\ / t N ~ ~ t• ti 1: ~ l t ~ t l l It ',i
/ l 1 ..l ~ 'l l / ! li 1. „++r' J
ti / .'.,I..r.~.. tt N l• . U' ~ s4 i i~ 1~ 4 ~
1 I ~ ~M,.r.,,,wr..w.w+~ ~
~ / } 1 } 1. """.,u„s•. ~ ` s i h ' ` It ~ / i } i .......-M"....-r"" `
1 . ~ ;l ~ , s ~ l; 1 r.. • ~ 1 1 1 `
t 1~ i i } ~ ~ it r e ~"'''l ~t
t } • ~ 1 ~ O ~ 1 i~ ~ ~ . N ~ ~i .
t t s ~ } t'~ j t st 3 1 } } c~ 1 ~ ? , s ,~ti \ III .
1 ~ t }i ~ } ~ 1 i / ~ iYl / 1 ~ ~
? , , } i } t 1' ~ }
~ ` t ! 3 1 t i 1 ~ / ~ ~ , ,,r , l ~ !
. ^ 1 e l } ~ :i ~ . f ~
} i ~ ~ l wM`~. A~Myw Y~ , •~~Y1VM ~r
~ ~l t 1 ~ l 1 ~ ~
~ f s 4 . ~ tli ~ j / ~~w f ~r • / "w.
1 ~z ~ i } i 1 ~ r' ` 1 w
! .....w it ~ 1 ~ 1 } t f it l ~ ~ r i ~ t ~ ~
~1 1 ~ , 1 . ~ i li . ~ t ~ ~ ~ ~ { ~ ~ ~ ~ ~
t1i ~ .i i ~ ~ l . ~ s ~ } } ~ s t ~ ~ ~ ~ ~
~ ii! ? i 1 • .....,...a.,~»......., i i • ~ . ~ ~ t ~ , t ~ . 1 ~ ! i \ ~
1"'• ~ ~ i i 11 i ~i ? } \ ~ i ~ ? Iv ~ ~ ~ ~ ~
~ -`i } ~ ~ ~ . ~ ~ ~ Iti t ~ 1 •t . } 1. , 1`~ i ~ ~
~ ~ } i i i t 1•~ • S i . ~ i t i 1} } ~ ~ ~ , 1 ~ i ti `r ~ i ~ ~ ~ ~ ~
~ 1 . i ! S ~ . ~f•1 ls' ~ ~ 1 t ~ ti, ~
t Z 4 ' 1 } ~ li 1 ~ '1 1~ ~ t t i z ~ ~ ~ t ti
~ '"r" ~ ~ ~ ~~th
. 1 . . ~ } i i 2 i ° { 'S..°
. v~ ~ t' : ~ ~ 1 i 't i . } U e ~ i V~~
..:•a: ~ i i i i i . , ~ ~ 1 :s• ~ . ~ / •1i i ` ; } e~
i i i 'l i i ~ - • i li; 4 "'I' '
1}. } } ~ t '1 is 1 i 1 ilt } ! ~
1 }t i 1 t. ~ ~ r ~ S ...w 1 ...r....•'..'..r'...""""'~~ ~
~ ii' i i ~ i l+ ~ i i iii i i \ L 1 ~
~ ~ ! i1 ~ i i ' 1i is ! }i .i} i ~....r- t t
~ i 1' M...,. t 1 ~i } il. • • ~ ~ s~ ~ • • / 1 t ~ 1 ' ~ ~ 1 t
~ • / ~ }!i ~ tp A ~ } ~ / ~p i } ~ i i ~ / 1 i , ~ ` ~ ~
~ • ~ 1 ` ~ • ? ~ • ~ ~ti • t 1 ~ • ~ w ^ i• ~ ~ ' ~ r
~ ~ } • i } t 1 • ~ t ~ i ~ 1 ~ l ~ 1
, Vt • ~ 1. t ~ ~ ~ }1 1 l 0 ~ 1 } l rr''"'
H ~ • ? 1 1. • ~l t ~ / ? 11 / • ~ O i / • ~ i 1 1~ . • ~ .t 1 / • ~ 1. .r 'rte !
~ : ~ ~ ~ / s .1 1. ~ • t i 1 1~~ 1
~`"`i 1 • li !~i 1 ti li' ~ tl 1°~ ~ .
} t t i i. s` i ~ } ~ / .~""'ri
n
Z
•
Z
iJ
V
.
W ~ Q
0 ~ n 0
-v~ S• ~ ~ ~ ~ r
O ~o ~v Nay ~ _ ~0 co O v o a
~ _ ~ ~ i v+ w Q ?1 ~ .
~ > > o o ° ~ N ~g n o'c~g~'
0.4T t~nmt~i~m n~~o
**4 ix 0 e
0~3 N am o
? CA a
01) o 3v°
w m Cr p o o m p 3 0
o ~ p Z Its O ~ I _ ~
0 Go rn =r 0 *0
W Ca D ~ rt
N:\Desi9n 0'' \05058-BothCroek\Const-dwgs\StroamRestorotion\05056_02-06-BothBronch-Plan.dwg

• 1
~,,.r
' i 3
,`w ~rrr~
} Sri/' 6 f
~r/~ ,M,,,, ..W?
{ i j~ ~ r A'" wM~
~ i ~r ~ ~,~i rr 9~
~ ~ . I~ }
E ~ ~ ~ ~r r~ ~r
~ ~ ~ -r r
~ ~ : +,,r # r } s
~ E +M'""' .w~ r ~ f
}_I .rr t ~ ~ j ' f
w~ tt ~ t i ~ ~ t~
• ~ r.. r' ``r+ ~ ~ ~ ~ 1J ~ 1 r/~ .r" , --r ~ ~ r r~
r ~ 0 .r+ ~ 8. 1 }
rM+' ~ ~f
r r/+ ~ F 1 Y -
.r ~ r' r f ~ ~ ~ 1
. ,,,,r, ~ j >
.r'' ~ ~ ~ ~ ~ i wo~.r ~
\ f ,r'' .r' r'' ~ ~ , `1 .1 / s ~ o \
~ .•r O r' r ~ / w ~ ~ ~ . \ v l
4 ~ ,r w ,,r ,y,,~ ~ o
fr / •r» ~ ~ ~ / ~ r/ ~ f~ ~
~ r jay / ~
~ ~ ~ rr ..ti„ . ~I ~ ""ti. • • •
,,r .r' ,,rr.rr . f R f .r ! F `mow +f / ~ '`r., Q \ f ~ •"M«r t
~ ~ 'r"A+ ~ J I r°'~~ I / t w ~ ~
r~ ~ w.~wr.r' N'~ ~I f I 3 1 w.w.. .w.r. . 1`" CA
.rr IF ~ • • •r / ,r.r ` «w.., ? r,,, wry
f .i' r ~ I 1 1 + ~ ~ e ~ ` r».., ~ • f. ~
r + • / ~ / ..f / Y _ f ~
r ri > ~ `•r 3 r ~ ~ ~ ~ ~
.f r . l T / / ~ / ` • R ~ ~ ~ I-T
f' ~ . ,r / / .r `'ti ~ ~ \ ~ ,,r , ~ ! w ~ w
Y`'" 1 M ~ p {4 ~ ! ./r+ .r" r ~ r ~ r r ~ \ , ~ ~ ~ ~ ~ • ~ ti ~ ~ fit 1
/ + Ord ~ ? ~ / I r+ ~ ~ ~ ~ ~ r t . ~ . ti 1.« M ~ ~ w.,, L.
M'' rF I~ r J I' i+ r wr+" ~ r+ . ~ / e .r'" ~ X ~ / ~ ~ e ....r ~ ~
.~"'V / ~ / ~r r ?'r f ~ ~ # ,r ? """'C 'o, ~ r~. S
~ r'' ~ .1 ,r'' ~ l ,s' ~ ,r' ~ ~ ~ C ~ x
~ ~ ~ ~ ~ \ r ~ S ' S S ~ ~ ~ ~ ~ x J e •y , ti, S
~ t ~ ~ ~ t t ~ . ~ \
~ ~ ~ -t , ~ ~ ~ ~
~ ~ ~ ~ ~ s l r ~ ~ `1 ~
~ ~ t ~ ~ ~ r. • 1
~ ~ ~ ~ ~ ~ ~ -I l A.MI. •4-w- wooo, AOI V-
~ t t s r ~ ~ . f FOOO O
~ i ~ s ; ~ ~ ~ i 1 r, ,1 ~ ..,.M, , t ~
1 } . ! ~ , / ~ ~ ~ 1 ~ f s ~ ~ ~ ! ,.r ~ \ ~ t ~
• , ~ • : t ~ ~ S y,, s L f f 'w,..., j ~ ~ 1` ~
f ~ ~ ~ ~ ~ / ~ ...M \ ~ ~ ~ ~ ~ ~ \ ~ ~
/ S ~ ~ n ~y f ~ S r.- I ~ ~ ~

R1 / ~ •r' .f L• r' ! ~ ~ 1 ~ ~ ~ ~ ti O ~ -ft-Am. ftww^
r X ~ .r ,,r D / ,r~r ../r,r r-- ~ ~ ~ ~ ~ ~ ~ ~
~ r ~ M r r / r t . ~ \
~ ~ ~ to ~ ~ ~ . i .M- , \ 1 \OF
~ ~ ~ ~ ~ ~ ~ ~ ~ 7 ~ e ~ ~ ~
~ ~ ~ ~ m ,r / .r .r / f+1 / O - r C.~ ~
~ ~ ~ to .r ~ / r / . ~ ~ qftw*^w
,M,,,,. ,~.M» .r.,.. / .r'' i 7 ~ i , ~ •
,r ~ ,w... ~ ~ ~ ~ ~ ~ ur ~ f~ ~ s
~ ~ f ~ 00
r ~ j o.+r"' . , . ~ ~ ~ ~ ~ i ww~l
~yyy,y. ? MwM ~,/I ~ NN ~ ti~ ~ ~ ~ ~ ~ ~ . fi~~ ~ rn
.r 0 Z . ~ { ~ x
O ~ ~x t 4 a ~ ~ . P'' ~ ~ ~ ~ ~ ~ ~ i
~ ~ ~ ~ ~ : ~ X93 ~ ~ ~ ~ ~ ~ ~
t ~ ~ ~ ; ~ ~ 0 ••r
wo'w' ~ 1 4 1 t
~sr 1 ~4 ~ ~ ~ ~ ~ lw t
i%` ~ ,~c~ N / i~ ,i
'f~ f / ~ f f l ~ ~ i
• O I ~ ~ ~ ~
r 1 ~ ~ .r? ' ~
~ /
err'"' r ~ ~r,,,,,,,,..~ ~ r
~A~ w i~ M~~ Ir ~ ,~,,',y~y~" 1 .M.. T ~ NMI ~I n.rwM y~/+
~ ~w .r .rte"'
N~~~ 1 \ aN~
~I ~1? ~ ~ / .iN'" .,ray.. ~ ~ ~ wq,,, d'"" ~ w.~ j I ~ ++w~. ..rte w++" ...•M• ~ ~+..y ter."'
w~/. ~r wNM+/ 7 ' i; x j ~ t ~ 1 ~ ~"ti""' y,r ~i,; x , ;
• //I . M ~ i ~ r / \ n M
.J t Y `,1 / .w.e~ .~wr 1 ? ~.M M~ ~w++~ Mir wwr• .w.• ~"'n" rr.~• w~ ..rl+"
~ t :tit, 1 , ~ 1 ~ ~~M ter-
~ r~ Mr~~~~ ti /~MM / \ IM//MwY/ ~ ~ / /rr' ~ / I • Irk / ~ ~~wN } ~ ~ ry~yWU .rte 11FF r~.~ • ~~w~ r~/~M Y~~YV~ ~~P ~IMM w~ wyrA I ? ~ wwM r1~Mi w/YA MME yMwM .r•~'
t ~ i. 11 ,.....r»r~ ~ N ~ w~.• f ~ 1 f ,
A rN/` , ` I ! / ~ , f ~ ' ~ ~~R ~YYY YY~ ~M~ WM~ NN~~ I~M~~ 1 ~ f
1 i / i t ~ ~ _ . Mr~
~ ~ ~ / ~ ~ ff w
W i ~ } 1 t /
f ~ } t. ~ ~ , '''r'`
4 ~ ~ ''A ~ ~i I
L / r t a ~ y.
t # .w.w For OWNPOP
~ j \ t' t ..r ~ ~ ~ t .r'' '""w
~ ~ ~ t ~ 1 ~ ~ '"~r,
~ t f . - ~l 1 .M+'' Y ~ 1; ~
v ~ }
~ 1
4
~ ' l l
.A.
1 1
~j i
~ i ~ ' .
~
~I/') '
.

N L-~.
iii:
eo
p \111IlII///~~~~
~ n: ~ O~?+ tA,
ce /ij~~~~
A ~
'~1

o~ ~
r~
~ o
~ ~ • R14 m
I ~ ~o,F p 3~ ~o~
r ~ o ~ ' • ~ ~ ~ V ~NO 7
~ g v v ~ iTi Z ° 'o = * = a
F" cn < ~ev a *4 Z= 3
io 14T40 C 0 0 0
ol 3E 03 ;o C. ~ ~ Q•~3 0
oy (A W cn
v g y ~x aom~ c 40
~ l 000 73 0.
N C. a v° e o0 3 0 ~ ~ p Z Z
~ to o 9 3 ~ o~D M* CA N:\Design\05000\05058-BathCroek\Const-dwgs\StreamRestoration\05058_02-06-BothBranch-Plon.dwq

` . ' A ~ , \ t ti ~
! { ~ t 5 1 ~ ~ i ? i ~ ~ ~
~ ~ 1 t i ` i t ` ~ ~ `w•, ~ .n
.rr+ i ~ s ~i• ~ ~ ~ w,w.
1 ~ 4 f t t 1 1 ! ' ` ( iI t ~ ` I~ r~
t ~ ~ ~ ~ i t~ ~ \ 1 ~ ~ ~ 1 1 ~ ~ i ~ .r ? ~
t i ~ , t ~ i i. ~
~ i 1 i. . ~ t ~ ~ c 2 t
1 t is i • r6 i~ tt i t ~ i i~ ~ ii i z ~..i'r i }
3 ' i : i i ~
2 ~ ~ ~ ii I~ ~
s 1 ~ ,rr+ 'r i ! ~ ~ 1! i f• t j 1 is r,,,i""':...« ~ . ~ ~i ~
+ ~ ~ rr~+ ~t t 1 i ~~i , t t i 1 i • ~ 3 ? 1 2
i ~ i L t r~ t ; t i ~ ~ / / r t '1 / r ~ ~ .i ~ ! t ~ ` • N r~~ ..ter ^.w~..,...
1 ~ t ~ 1 t t rri'n ~
.r L t ' ~ 1 } r • t ti } ~ i ~ ~ ~ i 1i ih f y~
f ~ ~ i l it i~ f f 1 i if i~ 1 i ,
~ t~ ii ~ t i ; ! f i v~ ; ~ i~ f i ~ ~ ~
i ° ' ~ i • ~ ~ i i r ~ i i ii }
~ ~ ~ i ~ ` t i ~ i ~ ~ i
~ i t ~ ~ 1 i i i ~ , i 1 d0 i i \ { ~ ~ ~ . .
t a ~ i ~ " .:r~ ..•w~?.. 77
` ~ 1 ~ ~ i t ~ 9`vY- V/ w 'wwY i ~ w AF••" M.... M.W W.w. wMyN Y~~• i ~ ~ ~ .rnn" wM.u w...., Mw... .....r si y~. o N.? /1.wM~ .MI«y. .Aw.
~ ~ V wni ~ II.~~ YMMw M•.N • M1M• NwM~• .•WM~
1 a e. ,.,.r 1 ,,..M •1r14Y w~ n w ?t ~r+ ~ r+ww wr,q .rw~ .w+r• «rM. ..wa., ~,w I+I'•~ wMw.{ ~ r I.YYM MM~M .fir AMIAMr MYrM MME" ~ Mlr AIM.N. MW?.
~ ~ i li ',,r. .»."Y ~ 7 7744/ ~ MMM" • MM. Ml..li YN.~
~ wrar' s S i ~ 1, ~i ~ i~ .,,.'r a ~ .,.hr ,..r.. .M.•• ...r» ...rr:'~ wrr ri •wi+ r w
A~ t! t wry"' i ~r.w~ .ry"y • rwrr i a . ~ ' t ? ~ ~ ,,.,,r„
t r+'~ t t ~ is •'f «~w, .w~ ~ .w 1 7~.. I~ M ~ ~~YM N.MY .1~.. N..M~• .I./~K
~X, . S ~ wwwMw.„ ` ..ry..y,.yyw ~l ~ wwi'w"'w www..~w «w~«•~ar , 1~ M' 9 ~Y ~ .~N~t~r~yiw ~~~rryr s w~~w~ww ~ rrrrr ~ ~ ~ I a ii I
S S ~ S S S ~ s t 1 i {.Y Q y - ` V V ;..r..auw. r w~..q... ` c +•+r.w.. C rw....~.... • ...u.....r. N • ! N ~ M S S ~.Y~ww. .ww...w... n uuww.w~w ~ S i ~ ~ S ~ S wws.w.ur ~ ..,M.w.w... «.....w...
i j ~ t ~ ~ ~ S NYM".~Y 1 es MY1I.1~111Y~N. 7 v ~ M
~ ~
t ~ t 1~ Y.'""' i i 1 ~4 ,i Ire ~ w.r,.......
~ ~~M i ii I .rl~• r .0040 WSW
. titlyM 4 ? ~ I 1 ~.WII' .y.... rNM.. M YWM. i i .s' ,r,,,,
i : ~ r~ ,w+M- ,M,r• ~ i i t t ti ~ ..s .r.... ~ ti ~ ~
r? ~Y ? ~ . ; i ~ f ,r+' ,,,,,n, ,..vim I
'1 ; ~ • ~ rIM•'w wM•' ~ ~ fy ~ ~ ./rw. f ~ ..u... O
~ i i ii 1 ,,,,w, s ~ m rn
i ~ i t i! ~ 1. • ~ t • t i 'j Z~ ~'f'' • • ii ~ ~ • • i t
~ t i ~ E i ~ i~ _ .1 ~ rri m
ti ,1 ~ . 1 t: ~ L4 ~r
t t ~ ~ ~ t ~ • ~ , f ' ~ ~ MNW .NY.~ t t 1 / d TA
l i I' j ~ , . ~ t ^.M' ....N O w~? err J~~~ M'- , T
7 TOP . 4 ~ n.... wwM v ? ~ ~ ...w .rr" vw+~"~ w~rN' r~r A
J 986 l3 3E ~ ....w 25
~ UJ ~ `l ; 1! b ti ~`w ~ ,..r^ "",r ,.ter ,.wM ~ .P.~~.? Z
r ~
~ ~ b 4 ~ 1! t' ~ ? ~ ` r? v ryw '
r,,,. , 1 ss . r.,,, ,,,,w l r w...w .nw. ~
/ w `
r r a~ ~ ~ r 1 ~ . ~ t 0 ~ t ~ ~ ~ w.w
. ~ ~ r 0 1 ~ ~ r 4, ~ 1 ~ r t, ~ ,E i • ~ ~ nrr~
0 ,r t ~ ~ 1 • t ~ t ~ c,..~ • ~ ~ 1 ~ ,
~ t ~ r•"'~
M U~ /r ~ t , / t 1~ ~ i
~ Q ..r'' . e ~ ~ ~ ~ loop
~ ~ ~ .r'' r' ,1 t ! ~ ~ ~ i
~ ~ r r,,,;,, / r., ~ N...... TOP ..i r ~ ~ ~ ~ Sl t t ; J
f i t ~ , J ~ t~ ~ ~ : t
_ N""' ~ • '~,n «wr 1 , , / i ! ~ h ~ ti ~ /'r f • ~ ~ 1 ~ , ~ t ~ t „f /
Ir r' r ( j~ ~ • t ,r''' + /
rr t ~ l ! << ` f r
~ ~ d? wrr~ r ! f ! ~ ~ t { ~ r'' ~ ~ ~ /
~r ~ I/MN~ ~ • S , ~ r
• i ~ ~ N M''~ t ~ ~ i •
,
: ~ ~ei~ s / , , f ~ .r''' ~ r ,1' r,,,,, C. fi , M ~ 1 ~
if D r' ..r ' ~ s
~ r ~ r • r ,r Ca
m ~ ~ r ~ ~ ~ i... 4 ~ ~f ~+"'...r•.+n""""' ~n,~' ice'
Q , . # r' r I' I ~ .,,,,,...r. ~ ~ ! ~ NIWNMw c rr W
~ f • ~ • }•1 ..M...NV • . rw!~ r• A.M ww rw r~
r ~ .qMM. l ~ .
T~1 ,t' Y at• t"` ~
f ~ A\ ~y . w/~ j ~ t 1
..wMr rww.. ww.~ rs~" r+A'~ 't'I ,,•r ~ ~ f, i
% ~ '1.. ' ~
• / Nor .N ~ . ~yyM O qM ~ .w.... ..ww. ..wn.~ M.y I~ ~ M'Aw ~ ¢ ' ' r ~ Y ~
, t ~ Y~ 1 S 1
C ,..w. ~ ~ ~ ,~y ,i~Y
~ ~ ~ ~ ~ ~ ~ ~ O / ~ r ii '`v '`~+.n _
Z ~ '+M,,, 2
ch ~ ~y: : ~
~r^ Y •
~ f 0 X ~~x t } t
X ~'x~+~r X X ' X "x ? 3 x.,.,r, + ~ t 1 ~ x , Y Y
X r 1~'' Y ~ x . x "rr
X x X ~ ~ i i v i
X ~ ~ • x ---r' x ~ ~ ~ ^ = f
X x X Y • w v v'`, f : ~ ~
x r .:.i~ Y~ ~ ! ~ ~
J J ~ ~ ~ ~ ~ t~ ~ ~ ~ 1
} 1
0 ~,..r- # ~r A ~ ~ A. 'Y ~ Y ~ ~ , v jY ~
w: r' / .~..f r r, t ~ i` f J y'~. ^ / i • ` ~ f w
~ ~./,f `1.t1 ~ ~ '~.~r' ~ f .fir ~ ~ / V Y , r ~
~ ~ } ,
r y ~ 'S r r.~. ~ t
~ f 4•../w ~ :7 . r f ~ }
~ M/~ . r• 7 1l.. ~ !r; I . r• r . r• 'T. r; J ~ 3 ~ ~ r r k ~ 1
. - ...1 c '4..1 ! 4..J t r~... S r~... ~ ~ . r i ~ r ~ ~
~ .e• i 'f ~
! w I
~ i w r t k . x t 0 ~ ~ ~
fir. ~ " '!i', ?'li.,~~ . ..1 4./,f.., t.~ ~ } ti . , I~ . w . ~ ~ ~ 1 ~ ~ u w
~ ~ ~ ~ '4.. ,.,4../ w,~ ~ ~ _ f/?~ 3 1/ l
. ~ f . i' 1 .
~.l w/ y.. ~ ~
r ' / ~ ~ w
•
'~•~'.:y:.

~ / ~ •
~ ~ ~ • ~ / ~ • Q ~
~ ~ • O i . ~ , n • ~ *
t ~ ~ Z
co y i • ~ O ~ , ~
/ ~ ~ 1 • ~ • ~
~ / ~ ~ / \ • ? R• fA / . e
b
n ~ b
Cp O
~ ~
Z
O n Z

0 C1
'D
~ m 0
~ ~ ~ ~ ~ ~ 0
I~ o ~4 ~P
'ry O ~1 o -v ~ ? ~ O ~
~ ~ r p 00 ~ A 0 ~ 'J r* N C 3
p t0 - d 0 0 ~ T
amps dome 08
0* 00 *-4 CL 0
0 ft~h 3 y moo o0.
0 3o
0 CA
3 0
o~ o Z u' oo m
w ago 0 o ~ to. ~
N:\Desiyn\05000\05058-BothCroek\Const_dwga\StreamRestoroGon\05038_02-06-BothBronch-Plan.dwq

1
~ t • t
~ .
~
1 ~ i ~ ~ ~ i .
i fi V, l ~ i r ~
~ ~ i i ~
.f` i i ~ ~
r r ~i
r r'i ~ i~ 1 r
1
~8" s s . ~ s s s S S S ~ ,
~ x ~ s s y ~ +~Miwww„~ 'S '~,w ~ ++wwti W
jt~
t ~ l . • ~ ~ ~ X
f
t ,
t t
~ ~ ~ \ ~ 1 ~
~ `1 ~ l~ ~
~ ~
~ ~ ~ 1 ~ ~
_
~
i
i
~ = ~
i
p \
r ` ~ ~
~ n . \ ~ ` ~ ~ 4
'`+Y
1~ f_ y 1
Z ,
~ ~ ~ ~ ~ ~ J
't • ~ .
/ ~X ' N: i
r. ~.,1,. p
vF Asa
` ~ ~ ~ ~ ~ a ~ ~ ~ ~
N ti ~ .wM yyyy,~
~ mot" ~ "'~ti1 r,' s
v 1 E ~'.i ~ ' ~ 1 • .tt
~r ~ ~ 1' ~ ~ ' y,~ Ti ~ ,,,A...
1 • .t.r .a t.• 't • .P t: *b 1 'rA,~w i. Lit ~ wrw. ~ .w„" "'w+. / wMr+ wrw
` l r~ . n {~ti ,1 f, i 1~ • rte' y A/r. s Y~4'~} !!.1 . 1 ..r~ ;t; ~}1~f.~ 41*.•S 4!'t'/ ` ".ow un.. ..,..r r+""`
S ~ 11 ~ ~1 ~ ~ • ...w.,, .r..w .rw~ ..aM' "w.. • T, ~ ~ .,Are"' •++r ~ •
l t ~ _ _ ~ 1 '1 y • .w.,. wrrw 1 NI I ~ .~t•
~ ~ !•1 M A . A, ti ~L • , I/M~•' ,f ti = ~ co r ,
3. ~ ~ 1i11'~ ~r • '.~i w .l;i 'd
~t\ ~ , y., . .r.. ~x i'~iY'n i!!' r
1\1 ~ o ~ ••.tit~• ~ m • r...
\~l I ! ' ? ~ /fir • • 'r.M wwM • • ~I• . it ~ ~ . M
\ 1 ~ ~ ti ~ 5 V ~ +MWM t •1• "f• ~I .ryMiM. f.J w I. I
~ l Y z .w... ..w,,,, "".r ra.. A.rAN. r.,,,,,,, wrrr y,,,,Y„ ar.wr, .rwM"' • ~ ! F .ygMq. M`yiy .M~.1. ~ ~ r YMA AwMI. ~ -
1 V 1..,,, , a•,,, ,'U 0 r ~ -.......,1„ ,...w ¢ / .Arm ~ ~ e-'' . AIY+w n
~ ~•+A
~ ~~1~ ~1 j ~ ~ r' • r • .
i /f r~ ty~ ~ .t s .A..rrr. D l r r .3.,
f o ' 1 Z r
~ ~ ~ ~l
i~ L ~ ~ } f jI • ~ ff . i
` t 1 t 9
j t~ _ • ~ '
~ f ~ ~ . f S r
~ ~ l l i J 1 •
1l t ~ E f . r'
~ i / i 0? . ; .A..»~ .rA... ~ ,.w
! ~ t ! ~ ~
~ ~ r~'1f itt 1 l ' ~..Ar. X
1 t t/) X
(/1 . s 1
_ # i _ .
' i r
~ it?
~ ~ ~ r ~ , ~
'fff x
~ l
its ? ~ ! ~ i i N ~f`~~~~ f ~ .F
1 ~ t ~ I
~ t ~ j = ~ ~ ~ ~ 1 r
~~~1 r ~ ~ f ~ ~ U1: U?
j j t l I U~ 1 I'i1 Q
i ~ t t°i 1t ~ 1
[ ~ f ' 1 vv~ ~ t 1 i ~C'~[~c~ ! C~ : ~ ~ ~
~ I i a
1!; ~ ~ - , ~ x X z x~ n cs~ -u
1 f f~ ~ ~ ~

t"2~
:tom

~
sue:.' _
~
r
N
,

d
\ ~~~~\1111 111
tmi~• n= o < vj
~ i • O~ ~

A ~
~ ~ i
O Z Tn ~
V1
y ~ ~ m
~ y S
~ • mA
~ x ~ ~ ~a 3~ oa
o s .
's
pm3 0 0 x 0 C) 00 r
ad
c~iW v~iWc2nm o ;v 0 03.00 %C ex CL om•
46 "CL<
^ coop o~-
V1 a " ~i
vs m D Z O 01) 3o ~o
m O U Z 640. Z s A 9 o n
0 so N~ 0 OD (A 0 m? 00
O 7 A
W ~
N:\Deeign 05000\05058-BathCroek\Const_dwgs\StroamRestoration\OS058_02-06-BathBranch-Pkn.drrg

+ EX. 791.0 € ................s............................................. THP~LWEG ,5,~ 1+41.46 X5 v J ALNE6 PROFILE 0+06.q5= o
,1.46 X5EGTION 01 THALWEC~ -
a~ rv /
~ ~ ~ i THALWEG PROF( 38.3 SEGTIO to ~ ~1 X PROFILE 0+54.2(o= O
. € 7~ , . ~°~j 5EGTION 02 THALNE67
EX. 789.5 . f ...............................:................................................<..............._..................................................................................................................................a...............................................:. ...STA.€O~JO ~ _a.......~...................c;.....:.....,...~........ ~ ~3 7 n
s ~ ~ E... ~ rz €I ~ cr
STA. Gi+'t5 ~ ~ i ~ THALWEG PR ~ ~ ~+21.63 XSEG
O NECG PROFILE 0+-7,q.03=' 3 x5EGTION 03 THALWEC-
+ EX.788.0 ................................................a................................................~................................... i d ~ e
~ i ~ € € s ~ ~
N 5TA It20 ~ ~ ~
~ ~ I` i
ro t ~TAI+~ 0 1 i
EX. 786.1 .:..............................................4. ...i.... ..s...
t ~ ? y... ..I~ 5TA x+61 i TtfALWEG PROFILE 'ROFILE 1+6l.I&= O
f ! ~ 's 1+20.q~ XSEGTION ~ Ri s ~.GTION 04 THAL.INE6 -a
~ + ~ f, . -
+ EX. 786.0 ...~......E
5TA 2+15 E ~
~i • e `
E `
E i E
EX.786.0 ................................................h.................................................................................................>...................................... + EX.785.7 ................................................~................................................e....................................................................................... EX. 776. t 5TA.2+45 ~i E E i ~ a
' '
~ ~ ' ~ ~ N I 1
r ~
~ •
...p... ...i... ...d... ~ ~
i !
~
. ..................................._...........a................................................;...................................... + EX. 777.0 F ...i... ...r... ...e... ..................................~........................................._....M..............................................o..... ...t. i~
PROFILE 3+67.g7 = O
1 E~ i I+i~f.43 XSEGTION r =GTION 05 THA LV44ECG V~
J€
1 ~
o .....................;................................................~................................................o...................................... ....t... ...t.. ''J
/ ,
N

f ~ i
EX. 773.0 ...4... ............i........................
.............<............................__.................~................................................z....................................... + EX. 773.0 e ~~i ~ ;
~ i ~ THA~LWEG PROFILE I ~ 1+63.26 XSEGTION ' ~ 'ROFILE 4+73.00= p EGTION 06 THALVEE6 a`
J
...a... f... ' t i s ~ s
0 ~ j
' ~ ~ THALI^~G PROFI ~ ; 1+70.43 XSEGTIO ~ PROFILE 5+25.62= p
5EGTION 01 THALV*IE67 -l
I i
• EX. 772.0 e....................................... ...h... ...d... r................................................,.................................................
I' ;
~ i
5FIA S+~SO i I.O ~ ~ ~
i ~ I sTa ~ t i i
EX.770.2 ................................................................................................'..........................................e,~........................................,................................................~...................................... STA. 6+05 ~ ~ ~ 1:
I€ A i i ~ ~ ~
~ i
I
EX. 768.3 j r ...a...
I s ~ 1 i
t THALWEG f'ROFI ~ , ' I+Sq,83 XSEGTIO . PROFILE 6+70.21= p
C5EGTION OS THALVe
1 57'A.6+95 '0 t i
...r... A ._~...........................................................................s................................................a............................................. ................l...........................~............................................. 16~A ~ ~ E ...a-.. I
a ~ + DC. 767.0 r S € 1
mm ~ ~~1
' i.
1
II EX. 767.6 ~ E s ...d... ..................................:..............................................i................................................~............................................ ......................_.............................................................................................................e........... 4 ,
O X; ~ ~
Y`J
~ j
o EX. 785.5 ~ 0 ~ i _ _ ` G/L STADIUM DRIV ............a....t ..a... MM DRIVE
s s ~ , WAT 5Tl~. 7 g7.05 i +87.05
ih
:X
i r,
1 ~
EX. 767.4 ..o....~... ...`l .............................._.<................................................4-....................................._._ ...a...
's 1
'sl i ~ THALWEG PROFILP 'ROFILE 8+clcU70= p
+ 7 7A ~ I+Sg26 XSEGTION I .OTION Oa THALVVE(
i ~
EX. 766.0 > ...a... .............................._,................................................o..................._...........................<......... d... ...a...
I
~ THALWEG PROFIL i I I+g4.83 XSEGTION PROFILE q+85.72 = s~
.::.a >EGTION qA THALV~IE 5
M. > + EX. 765.0 ..........................................._...a......................................................................................................_................................ cs ...e...
~
N j ~ '
~ ~
~ ~ THALWEG PROFIL ~ ~ 2+26.ab XSEGTIO ~ _.o... PROFILE 10+31.41=
5EGTION 10 THAL.YEG
.765.0 _ ...............................,................................................r....~......................................................................................~
i i 1... . ~ ' ~ i ~
i 1
~ 's THALV~G PROFILE I ~ ~ ~ 2+21.24 XSEGTION 11 DFILE 10+Qi.45= _ ~T I ON I I THALYqEG
EX. 762.0 ~ ~
1
~ ~
G m.<.~ .A. i ~
i ~ i . ~
.763.0 ~ 1 d r ~ ...r...
~ ~ ~ THALWEG PROFILE 'ROE I LE l 1 +62.6 I =
~ ~ ~ I+~iq.80 XS~GTION ~GTION 12 THAI
~ ~ ~ I
1
EX. 763.5 ~ € ` + .........._e i ...e... . ..a... o
' '
i
~"1 i i
A: ~ ~ ; < EX. 760.5 ...........................................................................................................'.............................................._............................_...................o................................................b...
'1 i i
~~r ~ ` THALV~G PROFILE ROF I LE 12+115q=
r . ~ 1+158 XSEGTION 1 i 1 w :TION 13 THALYgE

+ EX. 759.0 . 1 i ....y.... ....l...
e~ ~ ~ t THALV~G PROFILE ROFILE 13+10.05=
o \\~~~~\1111111//~~~~/ ~ 1+4b.~i XSEGTION i a GTION 13A THALPgEG
i ~ I
P O~~ i ~ i is
...0...
~ - EX. 755.8 ~ ' ...............................................d........... ............................_~.........._.................................,............................._.............................................................a... ._a...
~~~~ll I 111 ~
+ DC. 753.0 > .......................................~................................................'............................................_..3.._......~.........._......................t.......... THALWEG PROFILE ..............k................................................v......... tr O ......................................o................................................4.......... 1+46.~q XS~GTION i t i ROFILE 14+01.42= ;GTION 14 THAI YgE(5
~ ~
~ 1 t
~ ~ . c~ ~ ~ 1
i
EX. 754.0 ~ ~ ~ .......................................s.........................................................................................z..~....................... Z ~ ................................................................................................r-..................._..._.....................4... ...i.. ...P... 1
~ I
A ~ < 1
~-3 ~r ' ~ i€
~ o i ~ s THALWEG PROFILE I i ~+45.44 XSEGTION 15 :OFILE 14+g2.OCI=
Ia ~ ~ ~ EX. 753.0 ................................................v................................................;............................................._~.......... ~ oo + o... 'T ION 15 THAI 6
3 ~ e~ ~ ~ ~ 1 i
~ o s • 1
~ O ~ 'r Tn iZ7 ~ 7 V rtN0 7 . i ~
i~ ~ 0 Q V1 ~ r ~ ~=in_a f 1
loop 1
muse o~ ~O ~ m p o o~ o• Z EX. 752.0 dpp 400,
C. w 0-0 0000
~*T x CL 0
0 0c 1~3 < 0 + 1
00o 43 ~ EX. 774.8
SHEET.... B....kQR....~QNT I.NUJON .....~....MATCHLIN.E....~EE.a t..
? O A z Z v ~p p~ p ° 3 C° e
. 0 0 Z Ns O ~ rn n
~ z CA 0 C"
~p m
N:\Deeiyn\05000\05058-BathCraek\ConsLdwgs\StrearnRestorotion\05058_07-2hBothBraneh-ProfSectnsAw9

~ ~ ~HUNE~~ SEE~~~~HEEf'~~T~~~FOR"~~CONTINUATfO °o hTUATfON ;
i ~ _ _ _ ~ G/L BLUM STREET
~ WAT STA. 16+28.00
EX. 775.0 i

~ i
/J/ 'I
/ ~
f
+ EX. 749.7 _
°o i r ~
r~ i rift 1
i 1
i ( i ~ f i 's is 's
EX. 749.0 € .................................................'s.........................................._............._...._........................................_.............._.........._...__€_......_..__..._...... i~ THALWE6 PROPIL~ 17+51.48= n . 1+27.67 XS~GTION I6 THALiNEG ~
i
I i i
i
i 1 i
;i
THAL1^~G PROFILE 18+1?.QB=
- f i 1+13.86 XSEGTION 17 THALt^EG i s
r s i E i J
k i F IX. 748.0 E. . E i iJ._........ s ~ k _
\ / s
~~0 f
~ I , y~1 ~
m m F+~1 ~ 's \ ~ ~t o i ~ ~ ~ , THALWEG PROFILE 18+g1.41=
1+02.44 XS~GTION 18 THALWEC~ ~
- .f. :..................................~~a.~+a+o~.......... ~ EX 748.0 .......t... ..........a............................. ~ '149A ~ ~
/ i
-ir ~ I o i i i
i t~
x ~ ~ €i THALWEG PROFILE Iq+50.0=
EX. 747.0 ~ I r ~ 1+00.85 XSEGTION 14 THAU^~G ~
E 1` 1: is
~ t; '1.
~ 1 i
~ ; ~ t ' 5TA. K{Wb ~ ~ ~
+ EX. 746.0 _...l........._ ..._.1.. ;
STA. 20+ 14.87 3 ~ THALWEG PROFILE 20+15.15= N
~ ~~~~I O+gb.32 XSEGTION 20 THALI^~G 0
~
748A ;
D(. 746.0 i
F f ji ~ ~ ~o~
A ;t 'ice ~ \ N STA. 2~+q3 ~ F 1 THALWEG PROFILE 20+q3.4~= N
EX. 745.9 + ~~"w4..........................Ll. . 1, I+ XSEGTI N 2 LWE _ 40.29 O I THA G
t`` ~ ,
. ~ ` ~
N f ~ 2 `
1 €i
` ~ THALYVEG PROFILE 21+4~1.2~1= N
A , €I O+8'1,14 XSEGTION 22 THALWE N
1
STA. 2i+'14 1 A i i €t
/ " LIMIT O~ W TIE INTOi 5A ~ O~ WORK STA. 21~i8S5
NTOi 5ALEM GREEKS LEFT BOTTOM i~F BATJK
.
c~'

~
~""t
~ ~
O OD'..
.A.

.

Iii .
~i 1
eO
O n ~~~~111 I 111
m H~iii ~
~ ~ ~ °~:s=
~ .z D~
~ `~~~s//lli 11\~~\`\\ ...r
A ~
~ bd
y ~
• o
~ y ~ -
~ ~ m° oo~
3~ w ~ ~
~ ~ °.o~
r/~ ~ TI A~~ nD ~ V •+'NO ~ V1
~ g g v r ~ , = r_a
:3 CA rTj Ag o=o
Z
00 v ~ ~x ao 0t ~
INA ~ moo o~
? O A n 01) 30 0o ~ 3 m o
"men
0 00 (A Z c" 0 CA
~ g m~
N:\Design 05000\05058-BothCroelc\ConaLdwgs\StreamRestoration\OSOSS_07-24-BathBranch-ProtSaetns.dwg

~ 814.0 O _ _ _
O '
80G.4
_
57A bWG
8073
~ !
PERMANENT CA DENT CANSERVATION EASEMENT
804.E t
O

~ ~7RIAN TRAIL

f

i
~q2.1

X
PROP. PEDESTRIAN T m ~ z ~TRIAN TRAIL
m 5TA.1t?O X
~n ~ ~ :8065
~ ~ X O ~ ~ srA. o+aa~
~ ~ ~A
U~ ~
= U~ 18.4
o p
sN ~ O
~~y
w
0 0
o

G7
m m
848.1 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55.4
cn c o
zSi ~ ~ ,
m
D ~ C PERMANENT GONSERVRTION EASEMENT
m
v ~ o ~
~z ~ € ` .
O O m- o
~~o 1
~ n ~ ~ STA. 3+16
~~W
A ~ ~
~~m O D
i,Zn~o
v
56.0

f ' . ...s....
.............................................._a................................................a............................................ ff r~~... r~~.. ~ Jj.~.~ r • • • ~ ~ • ~~~~~r • •~~S~r~ • ~ ~ • • ~ ~ .r9~~ • ~ • • f ~ ~ ~ ~ ?r~~~~~~• ~~r~r• r.~~~~~.~.~.~~~~. •~~~r~~~~~~• ~~~~~.~~~.~~..~.~~~~r~~~r~.~~~~~~~~
~ Q
~1 ~1 ~ to ~ W N
~v v ~ ~ ~ v ~ m m com so a-~ mo o nom co _ ~
w o o-~ y ,o 0 CD ? m ? m pp D y
0 O o O . t0 - tp - D - 0 r+ AO mOn - ~ m N 0 ~ a
r+~ !t 7 y , o tT'I W m - D ~ O D (A ? y - a C 0 ?m ~ 0 0 -QO~G
O - 0 O D•~ 3 ~D - 0 _ ? y 0 ~ Q 0 n a W
o: ~ to ~ ~0 C D U)W '0 Q ~ O a ? , ? p' ~tD 0 ~ 0 O m _.?W ? (A
,.o+ ~a ,N 0 'v . D• w 0 m r* D o, m m y , o m ~ o ~ y ~ ~ ~ o v _ o ? ~ ~ ~ m <
O O Q D 0 0 0 0 00 ? n0 R' a 7,- (n - O n W ~ ~ 0 0 3 0 m 0 G V~ 0 r+ 0 Q 0
'G O p D n to p. _Q v y_.a m ~r~ c? a N O a? ? m o co - _ ~ co ~ ~ W O ~
-v ~ - o ~ • , ~ o >G~ m .'D c~ _ ~ m s ~ o _n 0
~y ~X m om- ~ y o m m ~ o = , < o ~ ~ . p cD m r* y R1 n t0 r+0 to y y D. O
p a s o c o y a m N ~ m ?o D _.~m ~ o om _ ,m
o \1?Il irll/~,~i ~ co m , o o man ~ o m
~ • ~ o x > > v o O Op y o 0 cD m~ o 'o o ~ ~ a c~c~ 0 r+ C
co omo ao c a n m a m ~0 00 ~o~m m m c cn a
• O ~ • O~ y Wm _.m mOx y ~o . ~ ~ 0 ~ ~ ~ 0 a o~ a n - - n y m m OAO y
•2 co; D. cv ? . .0 m 0 x Q m ~ n ~ G1-~? n 0 D' 3 m O 0 ~a m ~o n_o
~p ~ •tA O O ~ o o aco~• ~ < o ~ ac . ~ ? t0 ~ A 0 y G
m p? CCU O ~ C A ~"~t00 ~ =Q
? m~N y- 7 ~ to co• r* 0 pD 0_. DO D•~ 7 COQ O' 'D~pD
~ ~ m ~ y r+ C? - D y ,~'n ODn p~tOtp > o o a n 0 ~ - ~ co ~ , -
~o' A ~ ~ ~~Ooo m 00(A ~ KD o 0 _ m ac o o ~ ~y a ~ y ~
A ~ ~ 0 ~ tT ~-•y Om ~0~ ~ O ? 0O ~r ~ OA m~ rr p 0 ~ cp ~ D 0 cD cD
N 3 rr 0 W 0 a ~vm~o mo ~ a c o ,a ~ ~ ~ v' ~ co < m cn
n C m m to U1 ~ 0 0 O 0 '0 tL tD C ~ 70 m QC~+ W ~
m o0 0 ~ m ? _ m n 0? A r* O :'r: 3- to
~ ~ bd ~ a ? o a o ~o~ ~o m < a ~ C m~3 mm ~ v' a
a - Dam m _ W 'O _ m y ? y - y O y 0 0o m ~ -v m ~
A y ~ ~ m< n C 3 m C z a o a~ ~ m ca, o < ? o _ ~
m ~ O co o m 0 O a
O • ~ °
~ ' ~
~ o ~ ~OO N ~
o ~o ~-a
m m D D
%4 0
M C. 2 IOQ3 0 W W cnw < 0 -Tio
00 90 of 0*4 0=3 X CL
O ~ to a ~.or
°A j o 3 a
y ~ y I Q ~v° CA = CO 300
to ~o O o 3w
9.% o Z ~n m a~ m
amb n W ODD '0' O ~
O Z 0 qm~ j~' CO
N: Desiyn\05000\05058-BathCroek\Const-dwgs\StreamRestoration\05058_07-24-BothBronch-ProfSectns.dwg

P
~ aii.i J
0
80.3 _
8065 !

I PERMAF@IT GONS n p{ Z IT CONSERVATION EASEM~Nr
PROP. PEDESTRIAN TRAIL I
Z PROP: PEDESTRIAN-TRAIL... I.. _
I D j
STA. Ia?O la?O
7
1+38.3~i XSEGTION 5EGTION THALHErv
- - - - - - - - - - € THALWEG PROFIL 'EDESTRIAN TRAIL PROFILE 0+34.26
~i8q.5
STA. 1+54
801 b
STA. I+b2 A ~A
o z
n i ~ PROP< PEDESTR O ~ ~ STA.1+82 ` 802.4
CROP. PEDESTRIAN TRRIL
`

~ o N 816.4 ~ .o
U~ +
s N O
N~y
v= N
o • ~ ~
0 -D
rn
X
84q.6 ...i.... ...s.... -..................................i....................................... .....f......................................_.....
G1 ~S,
D
o ~ ~ PERM~AIJENT GONSERVkTION EASEMENT MENT
zD~ ~
z~~
f D m
854.4 A; ~ ° - o
O O a
~ ~ o
m
~ F STA. 3+Iq
n c 846,0 s O
D~~
Z~~ ~
cn~o
86.0
W: .
i
's E i .

i,
'
1

; ::::t"':..> . ' 857.4
t~ > 1

tars
Q.:
~P~

g
~ ra. ~s

t~
ee
D p ~ 11llilil//~~~~
. P~ ~ ~
~ n: ~y
•Z uj'
Q j • ~ o~i
y ~ ~
~ ~
~ ~ ~
~y ~ ~ ~m
~ mW ~ ~
~ ~ ~ 3~ ~e~
~ ~~v ~ ~ ~
A ~ ~ 0 ~ ~ N 7 V~'?NC7
--j it cl)
m some 40 %Tz :2 coo
X 0 ~3;j 0
.c CA ~x m• a o
~ p A~ O t 1
° o OD 30
0 CA 012
o m ~ ~ 3 0D o~ - 0 ~ c o i~ Z cn
CA am&
cm 0
N:\Desiyn\05000\05058-BathCreek\Const-dwgs\StroamRastorotion\05058_07-24-BathBranch-ProfSectna.dwg

~ aoi2
S _ _ _
ST OH7 BOOB
i
i
PERMANENT CANSERV r ~NSERVATION EASEMENT
r
r
AIL
ST0. OWS. PROP. PEDESTRIAN TRAIL
+ '169.5 -~aeo
S _ ~
STA INI
'N]b
1~21b3 XSEGTIO - ' - - - . , - - TNALWE6 PROB *CSEGTION THAL.WEC~
PROFILE O+lq.03
STA1+48 -ra3.a ..................................................................................._......................................................_.........:..........___............................_...~....................._.........................r............._.._.............................<........................._.....................e................................................<
5rn. i+vo
~~s
PROP. TR N 1fC .
l 1 M~ PROP. PEDESTRIAN TRAIL TRAIL
x
0 m

~ U1 N 816.0 a' L=J O ~ r
N~~ O . ~,.3
~a ~
00 .Z
O C~
0

84~f .4 ` m .................................................:.................................................:........................................_.......:.................................................a...............................................~...._......_......................................._.._........_......................................_...._........ 853.0 ...5... ' Z .................l.........._......_............._...._................................................_.._._~................................................................................................e.................................... ..........................~j,.............._... .
~ 4~ ; i
i
PERMANENT GONSERVATI~IJ EASEMENT
=z°< ov~~
z~~ 1
z~~ t
oD~ ~
............._....................................~Z o
O : O
m~o f~~
m i~o
n-ic
~ ~ SOW o~~' ~
~,Znc~~
854.2
t,
w t!

t

i it

~ : i`
4 i ~
tx~ 856.8 i
O _ : ~ ~ O
~iiiiliiii~iiiiliiii~iiiiliiii~iiiiliiii~iiiiliiii~

t
~'y>
C~3

th
~~'a
r
o ~~~~?~Ilrl~~,~
m ~ • • • NO~~/ice
~ ' • i O i
~ Win; w ~ y •
< .Z a=
~ ~ • : O~
O ~
~a~-
o II~~~~
~
~ m
eo
~ ~ z
1•~1 A t ~J y
~ s ~m ~ •
N m~ ~
3~ o~
~ ~ ' ~ O ~ o~v ~ ~ ~
~ ~
o ~ _a ~ D D ~7 ~ ~ C7 ' ~'~NC S
ID a J ~ftf ~ p V- 7 c
{o tp ~ ~ m o O ~ ~ Ag o~a'o
n n Z ' 3 0 °
cX C. im~a~m a o
00 ~C v ~x apm•
z ~ o a
C. 0 30 y N ~ ~i x ~v
W 7 O m Q O 0 O
3 cm Pew 04.
1
w Z
N:\Oesign\05000\05058-BathCroek\Const-dwgs\StreomRestorction\05058_07-24-BathBraneh-ProfSectns.Gwg

~ T94A ~ . _
O
PROP. PEDESTRIAN.TRAIL
795.3 ~zoa.. eEOesnzuw ~x.~u~
tea. 3a• acP ~ J
PB2MANEIJT:GONSE2VATION EASEME F5A
~
1
796.9

Q 5TA H04 "i91.4
m _ t.~o.q~ xsecn XSw--GTION THAL.1NE6
C~ PROFILE 1+61.18
'i91.4

o
.................._..................................................................._........a..~............srA. i+~o ~
~ 7g5A
PROP. i~EDE5TRIAN TRAIL
TftIAN TRAIL
STA. 1+'TO ~
7g5.4
a
N ~
N ~ + 30.0
C~ 4 ;y o
top ~
o
-o 2S ~
0 X
N
SrJ~.B m G~
^'r--------'
STA. 2615 p~q~~Gpry~~ATION EP~SEMENT ' }
cnco
~c~
Z~x f~S
t•
Dm<
Aym .~~7 ~
O ~~o ~
84q.1
~ ................................................r................................................a...................._..........................fi._.......................................... I F................................................:.........................................
O x~o
~F~ ~
A -I C
~ ° a~ ~
~yi
z'- cnc~~
851.E
;v C
„

i~ ` 8rJ~.~J
_ _ I

> iiiliiii~iiiiliiii~iiiiliiii~iiiiliiii~
oo . ' .A~
.

.

r'.

0
m mod..... O~i~
. ~ ~
m -
b ~~//IIII
e~
n
~ ~ z y bd
~
y ~ ~
~~y- ~ o
1-~ x ~ m a m 1 ~
V~ 3~
O ' ~O'
cn ~s ~ ~ V ~+NO ~ G ~p ~ - p.
m m ~ ~ r~l C'~ 3 _ m
L fA D v ~N/ Omni ON0 C:7
o 08 0 0 lot
0 w ~z I In a ,lb 11.4 X 0. 0
o~3 ~ T Na<,o c moo ~a f
S O A ~ Z Aao~
m D ~ ow Q o ~ 3 O0 0
(A Z
01) 0 Q rot-
O Z ~ ~ rt
N:\Deagn\05000\OS058-BathCroek\ConsLdwgs\StreamRestorotion\05058_07-24-Both8ronch-ProfSectns.dwg

O 795.4 _ . o ~ ~.............................................._.................................................................................................e................................................e.............................................
O 1
R20P. 24' RGP PROP. PEDESTRIAN TRAIL
"194.0 e .
5TA O~`.rl 'M4A PERMANENT GO.NSFRYATION EASEMENT

4 y
STA 0~8~ k '1435
1g1.5

1+17.43 XSEGTION T - - - - THALWEG PROFILE ,TION TRALYEG _ ZOI=ILE 3+67.x7
0 0
- o 0
m m
. ~Ig4.9
^ ` j 5TA 1+63
M~ ~ 'Ki35
O x ~..,,~1 .
U1 1?ROP. PEDESTRI/~N TRAIL
~ ~ STA. 1+83
p ~ ~ ~a
~ y -C r N
N ~ ~~y
i i N O p O V'
os ~ ~ 828.5 ...s... ................................................e...................................................... _..o... ...d... ...s...
G~
.o ~5.~
~ o
v
__---~~-Y--- m
s 837.2 ~ ~ ...3. 5... ...tC... ......................................o................................................d...... .....................................q.............................................
.....................................e................................................t... ...p...
~4NENT GO ATION ~ T
STA. 260€
=z< ~
I z~_i ~ m
€ z~~
D <
O~~
Z~~
m~o
837.5 ~ _
O
~OW
ABC
o~~
D ~~O
1
. r
837.1
.
f

t

836.5 ~ _ _ _ _ _ _ _ r

t`~'1
~ ~

cn _
~ : . c~
~ ~ ~
v>
. ~ r~
t+~
C
O ~~ll l I I I I l///~~/
i ~ O ~
~ ~ . s,
a=
to
O i a`~
4~
A ~
A
~ ~y
2 F•
~ y~
~ ~
r~ y ~ ~ a ~ ~m
~ ~ ~ (n 3 ~ ~n ~
~ z •
~ ~ r
13 pmj i04 'a . (A 40J %J
one 4*4 0 a C) ~ Q AgoCD~ a
o a, • 3 0 ~ 2 o ~ Z o Q ao
.c x
40~ N O-moo
l 1 moo oa
N ~ N~ O ~vo 0 3 S C A z Z~ e c° ce
w m o I O~ ~ o row z C/) .
OD rn °-0
n~ a 0
N:\Design\05000\05058-BothCroelc\Conat-dwgs\StroamRestorction\OS058_07-24-BathBronch-ProtSectr~a.dwg

0 7g4.0
O
794.0
PROP. PEDESTRIAN TRAIL
PROP. PEDE511ZIAN TRAIL
so• ace
i'ERMANENT CONSERVATION EASEMENT
1925 _ sia i~oo
O 7925
f 1
t
J
5TA N3S { I. 1810 _ ~
~j
r
176.5
m
1+6326 XSEGTION THALN~ _ - - - - - - - ` THAUNEG PROFILE 4+73.00
^ STA. 1+'?4 l 1 'T74.8
STA I+81
O '~T"1'8
~ ~ _
x N i ~ + 781.0 ~ 0
1858
M ~ ` ~ s o0
cA p ~ PROP. PEDESTRIAN: TRAIL
00 ~ .z
i?ROP. PEDESTRIAN TRAIL
STA. 2+25 O
8~~.8 ~ ...............................~........................................_._..............................._.................r....
•'_.0---
0
X
c~
m m G~
815
+u 30.4 PERMANENT GONSERYP.710N EASEMENT .
O O
iz~
~~A
Z~m
D~<
n~~
o r^
~z ~ ~
~N~
a3i.a ~.m..._.~................................................,..............._........................... .
~0
arm .
~o~ !
~ W ~
. ~ °D ~ ~ rrn
O A N~0
N
t
. e~%.':'

832.6
r"'` s
832.8 t'~~ t...
N:
C~:

` .

ap.:
.~.L"i".
~ . !JV'
N. '
CD
`\~~\~~\11 I I f 1
~ ~.Q~~i
• i 0~ ~
~ n: ~ y=
m •n. < .z Gj•D- ~p
to ~ 'ate
O ~ ~ •
03 ~///1 11~~ ~
~ ~ n

y bd
~ ~ ~ ~
n z ~m o
M~+ ~ m ~ m
~ ^ ~ ~
y Q,~O
O (J~ ~ oo ~ n O ~ ~ ~v n~c~
~ v v v U~ u m ~ tO =i ,~a
some none -410 w-4
ogmo 5z
0 P 0 0> 0 OQ O*s
w z gn a O.T w w W 'a ft< ~ v ~x aom~
0 ..MOT a.
t s coop
3 0
W m °vr o o o 3 Cm
040 Cn
0 Co rn =r CA 0 W ap • • O ~
~ Z
N:\Deayn\05000\05058-BathCreek\Const._Ew9s\StreamRestorotion\05058_07-24-BathBranch-ProfSectns.dwg

~ "iG5.7
O _ _ O
~93b PROP_PEDES7PokN 7F2RIL
PROP. PEDESTRIAN TRAIL

~z~ _ Sz sr ows PERIMNENT CONSERVATION EA5EMENT
+ 162.5 ~5 1 O _ .
O ~

STA 1134 ' %
• STPe. 1+435
STA.1+4"i
773.3 -rrso
5TA.1+54
's 5~ 1+5Q ~
STA. I+b4 1132
t STA.1+70 i+"l0.43 XSEGTION THALWEG =
5TA.1+~4 T 717A - - THAU^EG PROFILE 5+25.62

to VL
1y,•
o U~ 784.3
O
X ~ : ~ sTA. a+io
p ~ a~ € 784A
o gip. . z ~ ZOP. PEDESTRIAN TRAIL
'ROP. PEDESTRIAN TRAIL
Q 5TA 2+30 "184.4
X
-~-i
~q4.6
g
~ ~
- =Z<
~ 1`~.
z~m
Z X 814.6 O D m STA 2*i8 ~ :PERMANENT CONSERVATION EASEMENT
n
vz-' 0 ~~o

n ~ ~ Q
~ < ~~m
~pc ~ W
z ~~m
°z~ cn c~ o
822.~J N
s

1
~ 824.q ~""r O .
2 .O
.Q liiii~iiiiliiii~iiiiliiii~iiiiliiii~iiiil

> .ta'i' .

cn < .
~3

r'

o ~~~11111111/,,,
•;pj? ~ ~
m y e _~T cn• n=
~ i . •
i . ~
/ \ i~
~
A pip
~p
n~+
Z F•
o y~
~ ~ ~ m
~ '"'3 ~ o
m~
(n 3~ e~
' ~•v ~ ~ • ~ ~ A m
~ ~ DtVC~~~d
L 60~ O ;eoV % d1p 25 4.
0 to 0 8 a= i== 500:02
X C. 2 w P1,11% z ~3 @ 0
04T ch W (4 C) a a .0 v ~x c,cm•
y ~ o
ooo CL
0 3 S O A Z ~ x oao 0 v
j ~p o Q ~ p o~ 3oiwo 30
O~, O Z = ~ 3 OD m woo* ~ 0 W r ~ OD O p
O Z 0 0 rt 90
t~
N:\Deaign\05000\05058-BothCroek\Conat-dwgs\StreomRestoration\05058_07-24-BathBronch-ProfSectnadwg

~p 93.9
7GI.9
PROP. PEDESTR(fW TRAIL
PREP. PEDESTRIAN :TRAIL
vaa~. ar rsc~
PERMANENT GCENSERVATION EASEMENT
+0 90S _ . sra i+oo O Taos
i
'r',,,~ .
-r~q.i
Tt5A

STA. i+'1#F 1~1•~ 'i'll5
~v
0
.t. 1+8q.83 XSEGTION THALV~G - - - THAL.V~G PROFILE 6+7021
~o ~ N ~ ~ + bq.~ ~ N O > .............................................._i............................................................ 4 6
J * ^ O
N ` j STA 2+177
. ~ N ~
O O • Z
O
~ ~ 3~ ~
rn
J
................................................8................................................4.... ........................................:.................................................i.......
~'/85b PROP. PEDESTRIAN TRAIL
D
O PROP. PEDESTRIAN TRAIL
'i86A
~3,.~
~ Q6.3 STA. STA. :PERMANENT CONSERVATION EASEMENT ._.._...._..._.........._.....9
bA
O S Z ~ .r..-- ~C~ €
Z~A
n~D € O-Dim
v~~ o
~~o

=~o
~F~
q6.8 e e ................................a................................................................,, _ a..........................................,...........................................

o~~
v

' .

~"t t
-p. . ~ _ a-r.3 ~ ................................................e.............................................e........................................... ._4... ...a... ..........................t......................................,.........................................................o................................................{
._d...
*~Cl.. O q~.3

t~

~`i
.

~°'a` r~ t~s
N ?r

v „ 'I "I~~i///// 0
~ ~ t ~ t ~ 0
~'a O ~
~ m~ = y~
m ~ < _ .Z v tn• a. e~
. ~ to .p 0. ~ o
A ~
!7
Z y ~ ~
~
~ ~
~ y ~ ~ ~m
O m~°
N
~•v ~ ~ •
t~ ~ ~ ~ ~ ~ ~ v~n~o S
~ D D D U~ ~ , f° x u,
N G
6*% 00 C) -moo y ~;U°•~joC~~ n* 2U)rn ~ 0 '•Q3~0
c~j~t~i)apm p ~ Z loac0 a
M 00 0 P=3
~ s oo~ ~ a co
(A C. (A 0 S O A Z n oo ~ -o
m ~ ~ D o
p 3 C(AO n ~ Wma
00 0
CA 9 O Z C ~ ,nr
N:\Design\05000\05058-BathCroek\ConaLdwgs\StreamRestorotion\05058_07-24-8ath8ronch-ProfSectns.Awg

i
~ 199.1 O _
O
92.6
PROP. PEDESTR?/~N TRAIL
I PROF.'. PEDESTRIAN TfZAIL
PROP. 48' RGP
PERMANENT CONSERVATION BASEMENT
O ~8~.7 ..................................€............_...................................i........................._......... STA I+00
78?l
1 i
O STA.1+4'i
~.8 TI03 cn ..................................STA~°f+~Z....................
?615
i 1+5Q26 XSEGTION THALWEG =
~o ~ - - - - - - - ? THALY~G PROFU..E 8+94.70
X
: N ~ ST,A. 1+69 N , y -rdeA Z ~
's
~ II H 5TA. I+'T'I N O TI0.3
0 a 1`
0
~ ~~5.8 O 5 ~ ~ Ti m STA. 2+03
e ~3"E7
x
i ` ~*t
x
Z ~
~ 5TA.2+2'1 0 7805.
m
aa.o
PROP. PEDESTRIAN TRAIL
PROP. PEDESTRIAN FRAIL
.

Sa.4 o : o
S
~ <
q~.~

•

tJ'3

or
~ >
~ d 11I I11//~ j~~~/ 0
•
Q'~i
~ n: ~;•s 1
v,• ~Z y: D~ eo
~ ~ • : O~
O
'~~/~IIIII 1~~~~ ~

A ~
O ~i
Z ert
Z uj ~ ~
• ~ ~ ~ o A ~ y ~ A<
~ c ~
~ ~ m°
y ~ ~ 1~ 3~ m~
~ v v o m ~•,~NO~ ~7 ~ C7 ~ t° = vi a
< fA D _Qi. v-7:3 ~r ~c
0 0
0 0 ;v z 0~
Amvlmu) m %C Q"C ft< 0 0>0 v ~ y ~xCL om•
O ~ A•j ja< s 0 36 ? O A z ~ nw
tp Q~ O o 3~ ~ m
~ O ~ gyp r:
0 Z C ~a
N:\Design\05000\05058-BothGeek\Const-dwgs\StreamRestorotion\05058_07-24-BcthBraneh-ProfSectns.dwg

~ 90.5 O
O
90.4
srA. o+~b -tqo~
I
787.2 f
O
PiZOP. 48' RGP 1
PERMANBdT CONSERVATION EASEMENT
-n8.~
N PROP. PEDESTRI/1N IL
0 ,8.3
PROP. PEDESTRIAN TRAIL
~
~N
N, ` ~ O 'O
v~ ~~s
1~1 ms
o m

N O /1 I
p ~ r16.2
O
5TA 2f08 '1683 f08
m: x
:STA. 2+17 a; ' ?b6A r
W 2+26.gb XSEGTION THAL?^~G =
- STA. 2+38 - - - - - THALWEG PROFILE 10+37.47
38
7683
~i~b.l
rn x
..r
. z D
:-v . PEDESTRIAN TRAIL

b.; PROP. PEDESTRIAN TRAIL

x¢ ~ 88.8 ..i.........._
O n
.
M~
~a.

ao.o

f :o
..4 r.
N

o ~~~i~Il~~~~~,~i
~ ~ y ~ ~ y~ n_
< •Z ~i' • e~
y ~p ~t~ `a .^O~ o
~~~lll 14\~~~ ~
A n
O
Z
o y~
~ ~ ~ s ~ ~ ~ ? ~m
~ m=
~ xi o mf° m A
M 3r ~
0 N o•vO ~ • m n~ N A O ~ v v v ~ ^ ~ V •+'NC 7
< fA D ~V ~ c v - ~ c fine W%o
40 50:2 v 00 8 X n 0 0 r
n c, Z 3ao
00 0C of v ~ E„~ ~ x a o m•
a Mob
=r 0 n Z Z ~ ~00~ 30 3 00
OD 0 Cj)
co M =r 013 00 0 to row
o Z ~ ~C)
N;\Design\05000\05058-BathCreek\ConsLdwgs\StreamRestorotion\05058_07-24-BothBranch-ProfSectns.dwg

~ `_r
=o ~W
o~~ 0~~
U W
x~
n n ~
J
Z
Q F
uj
W iL
...a 0 ..................................................................................................._b..........................................._......~......................................................................<-.............. W ....fl'... ~
Q Z 0..
O Ili z
V f- ......................................................................~....................................Q.................................................................................._....................._.......................................................................................................................................................................................................................... ' ~ { ....r.
o... ...i.... ....i....
~ ~ }
Q J J
r O
Z Z Z .Q
~ ...1... ...i ~1w....................................................................................b....................................................~......................................................................a.......... .....I.a ........................._e..................................... ~
~ Q.. ~
3U r t ~
i o0.
................................._.................................................................~...................................................I................................................................... e...................................
EXISTING GROUND
...r.. EXISTING GROUND
....4 .........................................................._...............................................................a...........................................................................................................................,................................................................... 's
i ` Z
d, fV
u~~ Q~ ~N~
...o- ~.~...........................................................................e .................................................I................................................................................................................. 4 ~ I

PROP.GRADE J PROP. GRADE
....................................................................................................................................................~...................................................................a................................... .............................................................................o.................
iF , ~ ~n n2
Z ~r ((~y- . ci r
a . Q......_ ................I...................................................................._e.....................................:.. .................................................................._...........~................._...........................................FX......a.~....._~AI~I~ARY.......e... ~ EX. 1$ SANiTA17Y
N~
.................................................................y..................««..................................................................................................... y.....................................................................
.i .............................................~.,..,.................,......................................................i.......................................~.............................................................................................,......................,.,........,.........................
~ ~ Q - i.f~
• m ~t - O O ~ O
• • ~r~' O ~ 4~ ta- r- ~ ~ ~ ~
2.i-pp 0+00 +00 2+00
r I CROSS SECTION 12
s • ~S SECTION i l SCALE: HORIZ : ~ ~ ~ 2~~
ALE. SC VEF SCALE: HORIZ 1 " 20' VERT : 1" ~ 5' VERT : 1" 5~
a
a a
r
Q
a
Civil E Planners Civil Engineers • Land Surveyors • Landscape Architects
tanners • Geotechnicoi Engineers • Environmental Engineers ~ 215 Bynum Road
Forest Hill, Maryland 21050
e 'ears, serve rs ~C landsca architects Ph ?~cARoii,~ C ~ 0 •~ys Phone [phone] • Fox [phone] CA'
E-mail: cnamailOcnc-engineers.com o
0
CROSS-SECTIONS
FOR
= ' ' ~ BAT . LTH BRANCH w N
~
i STRE ~~~//~R~CHAR~ ~\`\\\A~1 SEAM RESTORATION

~~~/IIIIII\~~~~ 1•~ CITY OF WINSTON-SALEM 'aALEM FORSYTH COUMY, NORTH CAROLINA v
. Date Revisions Data: scalc ~ U t
i i:> 7Y /na /m eC-SHAWN ~
S i , VV, VI •vow . • uj
E Drawn By. Job No.
3 CJs
ON JNG: 05058 Desig n By:
4 3 cis c sheet. C
.E PP Review By:
19 of 30 CRC z
i
+I+ i
i 1 j
~ ~ j
{ {
P

J Q ~ ~
f.. J
Z O z Q
J Z' J ~ Q
~ 0 O
z
x
J ~i ~ ~ ~ ~
0 - ~ ~ s
Q
Q
~ ~ Q
0 ~ _ ~
~
. ~ ~ _ _ _ Qr, _ _ . _ _ _ _ _ _ _ _
t.......... _ ~ _ _
M
t~ r,

`~4~'"1 ~ j
-
Q

PROP. GRADE
_ I _ _ _ _ _ _ . ~ EXISTING ;GROUND
• ~ PROP. GRADE
EXISTING GROUND .....:..................................................._............................................................i.......:......................................................_...................................................................................:................ n
$ , I_
BF ~i
d d~ ~
N~ ~ ~i ~ ~
_ _ m I ~ _ _ _ _ _ _ _ _ _ _ _ ;_~Q I EX. 18" SANITARI~'
~r
EX. 18" SA~lITARY
: . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . € . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.......................................................................................................................................:._....................h.................................................... ~
tT Q ~9 ~ a~ m, d-
r d- ~ Q Q Q
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
r r
0+00 I +00 2+00 0+00 I+00 2+00
cROSs ~S SECTION 13 CROSS SECTION 14
SCALE: SCALE: HORIZ ~ ~ 2~~
VE VERT : 1" 5' SCALE: HORIZ 1 " 20' VERT : 1» 5•
a
v a c
CL
1
Civil E Planners Civil Engineers • Land Surveyors • Landscape Architects C tanners • Geotechnicci Engineers .Environmental Engineers
215 Bynum Road
Forest Hill, Maryland 21050
P.el'S~ S1UPC OTS ~ 18II~8 BTCIII~CCtS Ph ~~~~~~?1 ~~ARo,~ii, C ~pQ`.•FE33~j Phone [phone] • Fax [phone] E-mail: cnamailOcna-engineers.com o
i
0 n
CROSS-SECTIONS .Q
•a • ~ FOR
- ' BAT 7 _ . . LTH BRANCH

~ STREA ~~~R~C~Rp ,p1 ZEAM RESTORATION
~~~~~1?iI11~~~~~ ~a CI?Y OF WINSTON-saw U" FoMrn+ COUNTY, NORTH CAROUNA
Date Revisions Date: Scale: ~ U
7/06/07 AS-SHOWN
Drawn By: Job No: ~
RE cis 05058 ~
EKS.'' L I Design By.
64 1~f7 ~Cru~p~ Rn~ad, J~r~ ate, l~~aryl~d.~1084 (410) 69,E 21 cis Sheet:
Review Ely. 20 of 30
CRC Z

4~
~i~ ~ ~ ~r w
J J ~ ~ z O LL.
w ~N ~
Q X ~
z Q r
O r N
_ . _ . _....Ll _ . _ p~ ~ Q
I
~ s .
J J
Q Q
J
a

1 ~ ~ ~
0 a _ _ _ _ _ _ _ _ _ _ _ _ _ _
NF
s
PROP. GRADE ?s . ~r
~f r .
.................................................................t.....
EXISTING GROUNQ ? ~xiSTir~ ~
BF PROP. GRADE
Q. RF
Qr
i N~
_Q ' ~ mot;
€N~
_
DC. ~ 8~ SANITARY _
~ ~ ~ ~ r cV dJ
f (V r
. N ~ ~ f r
1 T
~0 2+~~ 0+00 +00 2+00
I
~S SECTION 15 CROSS SECTION 16
SCALE: ~ SCALE: HORIZ : 1' a 20' SCALE: HORIZ 1 ` 20'
rU VERT : 1" ~ 5' VERT : 1" ~ 5'

i . CT .p ;
H C
vp..
C CL
Civil E Planners Civil Engineers Land Surveyors a Landscape Architects C
canners • Geotechnical Engineers • Environmental Engineers "
215 Bynum Road Forest Hill, Maryland 21050
en 'ears, serve ors. do landsca 81'C1l1tCC~S Ph ~~~~~~I?~~~ARo~~ii,, CR ~pQ"~'~ESB~ Phone [phone] • Fax [phone]
t r i E-mail: cnamailOcna--engineers.com
t 0 a
CROSS~SECTIONS .Q
i; r; ? ~ FOR o
a .9~ E
BAT 10TH BRANCH
i
STREAl • N ,EAM RESTORATION
r ~~~/IIIIIII~~~ 1'v CftY OF WINSTON-SALEM ALEM FORSYTH Cou~rnr NORTH CAROUHA
t; i. Date Revisions Dater Scale:
~ . U t: ~ 1w w ~ra~s ~ r+ r.r?iaia it
Uo/ U. PQ--anVVVlm
i~ I' Drawn By. Job No. ~
. cis 05458 8
a -ONSU ETIN Design By: Ul)
cis Sheet:
I3~T I~eapp R,oad~ J~~t~, i~~?~ ~io~~ ~4io) 6 .2-!- J.'6€ Review By: '6
~ CRC 21 of 30 z

,r. f ~

f y d";

u 11
r
w oIJ ~I~
x l~
z Q Q J ~ ~
o~
....................................................................................................................................................,.....1..........................
J J
~Or Q' Q z
o.: Q-~, t
O € I N ...........................~.~......................................e........................_..........................................................._................................._.:.....A.....................................................................................................................r................................................w............
Q „-,,,~,~,,,~y ELI
~ ~ 4L
R '+wy"e~~+.~,~\
r
`...._............................~.............................................................................................................................:..................................................................................s . 1

t?s
..........................._..................................~.................................................................................~...€.__............_............................._.._....................................._..................................................a-... .
Q
Q
. ry h~
- Q ~ PROP. G E s 1 € ~1 r Q
EXISTING' GROUND I ~ 1 EXISTING C~OUND N r
_ I / I PROP. GRADE
~
i _ i
U) ........................._............................a..:................................_...................................................................................::. ......................................................................................................................:........................Q................................._.......
ry
Q~ t-
N
_ ~ - ts;
+ N • - -
~r~- ~r~-
~ ~ ~ 0+00 ~ ( CROSS - u~ m cr ~ ~ ~ ~ m
~ ~ ~ ~ ~ ~ ~ ~ ~
(+00 2+00 0+00 +00 2+00
~S SECTION 17
5~~: SCALE: HORIZ : 1' ~ 20' CROSS SECTION 18
~ VERT : 1" = 5' SCALE: HORIZ 1" 20' VERT : 1• ~ 5•
tT
3 T9
C
C
a t -
Civil f Plcnners Civil Engineers 9 Land Surveyors ? Landscape Architects
tanners • Geotechnical Engineers Environmental Engineers 215 Bynum Road
Forest Hill, Maryland 21050
e ~ CCTS, 81ttYC r8 ~ 18lldSC8 8TC~11~kCt8 Ph O~• FESS / i i Phone [phone] • Fax [phone]
E-mail: cnamailOcno-engineere com o
CROSS- SECTIONS
2 ~ FOR 0
o~ C 0
a ~ ~ BAT TH BRANCH
N
Nf~. STRE ii~~~cw ~RO~~~~~~ d.01 REAM RESTORATION
CIiY OF WINSTON-SALEM
NIM FORSYTH COUNTY. NORTH CAROUNA '
Date Revisions Date: Scale:
t
7/06/07. AS-SHOWN ~
Drawn By: Job No. ~
O-NSUL. Design JBy: 05058
:E k. 1~ Y3~~ lit. v~ ~[aryl~d zi~s4 cis Sheet:
3f: .i~ Review 8y: 22 of 30
t .f: CRC Z
•,i l:
is
i i; is
E' is ' '

w~°
~I
~IN
z~~ O
O~ v~
J ~Ti x~
J x~
Q
z - Q -...........~.......Y........._._ ~ 0~~
'd
o. ' ~ Q J ~
J s
s z Z i Q s
.

Q ~ € I i t
I

a ~ 's .................................r....................................................................... ~ ~ ~ ~ (Z i F. i
to T~ ~ J
EXISTING GROUND
i~ ~ r Nr
EXISTING GROUND PROP. GRADE
QG e~hwe~ we~~w~ ac
~ r~vr. vrcRU~
i
_ .
N
r""r
~r' 0 . ~ ~ N~
d- N
.r . t'; u~ ~
N - ~ -
~q - - d - ?4-~ -
ry ~tt r- ~n r
- Q ± Q -
.............................t.............._......................._................................................................... n .......................................A...........................................................................................................................;................................._..........................................................._............................i....................__.._'.... ~ .._i.....................
• PROP. 16" WATER
U> CV O i u? o p m
r ~o ~ ~ i ty i ~ ~ ~ ~
r
0+00 2+~0 Ot~O FOO (+00 2+00
CROSS .S SECTION 19 CROSS SECTION 20
Ste: VE 1, SCALE: HORIZ : 1" = 20' SCALE: HORIZ 1" 20'
VERT : 1" = 5~ VERT : 1" 5'
'U
O a
Civil En Civil Engineers • Land Surveyors • Landscape Architects
Planners e 'ears, serve ors do landsca at'C~111tCCt8 Ph \~o~. FESS j ~i~% inners • Geotechnical Engineers • Environmental Engineers ,
215 Bynum Road 0 Forest Hill, Maryland 21050
3, Phone [phone] • Fox (410) 838--1811 N
E-mail: cnamail®cna--engineers.com o
i 4

CROSS- SECTIONS FOR
~2 0
. _ 4 BAT LTH BRANCH
• . ~v~
REAM. RESTORATI01N.'
11 ~ (I ~ 1 CITY OF WINSTON-SN.EM LEM FORSYTH COUNTY. NORTH CAROLINA
~i Date Revisions Date: Scale:
U t
. 7/06/07 AS-SHOWN a~
I' Drawn By. Job No: 0 cis
:ONSU -XII Design By. 05058
cis Sheet: Ic,
Ib)642 2164 13~:I7 Kaopp Itaad,,~uc~etisr~ltc;.l~farpf~c?d 2~~84 >-4 Review By: 23 of 30
CRC
i
f f1
1 1

u
S
z
O~~ II
U ~0. ~r
X~ ~ry ~
N
g~ ~ _ J ~I~ ~
O~ v ~
W~
X tt
Q .3 Q
ci o,~ ~
.....................................................:............:................................................................................................i......................:.......................................................................................................... ........................................................:......................................._.......__......................_....._.............._J..............................._...................................................................._.................................._....:..............................._............
_ _ _ _ _ _ . a .
EXISTING GROUND f Q
J...................................................._..........................._.............................._ ~ ~ ~ ~r
PROP. GRADE:
BF
Nr
1 I ~ PROP. GRADE n~' k '
~ ~ ~
EX15TlNG GROUND i
__..........BF _ _..................Q ~
N~ - ~ ~ -
-Q
~r - ~ -
. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~Q ~Q
Qr ~ ~
Nr ~ -Q ,
......................................................................,,ry..~ry~ ~
cQ~n~ -
A
m gyn. ~ o ~t; O m. O O ~ ~
~ ~ ~ ~ ~
+00 2+00 O+OD -OD I +00
I i .
.S SECTION 21 CROSS SECTION 22
~iVALG. >CALE: HORIZ 1' 20' .SCiA~: HORIZ ~ w ~ 2~~
VER VERT : 1" = 5 VERT : 1. 5•
f
i 3.
f at
Civil E Planners e 'ears, serve ors ~ land~a architects Pho Civil Engineers • Land Surveyors * Landsco a Architects
{ .'t inners Geotechnical Engineers Environmental Engineers
215 Bynum Road Forest Hill, Maryland 21050 ¢
Phone [phone] * Fax [phone] N
i E-mail: cnamailOcna--engineers.com o
i i ~t
j \\\\~~N~i~ARo/% CR oQ;•FESSi 0
CROSS-SECTIONS
s t i ~2. a •~y FOR 0
1 v
I jj 1 " BAT _ 0 OTH BRANCH,
t EAM RESTORATION
j~ ,,,,,R ~ c~~,RO~~~~.~, ~~~01
f 1 1 1 cmr of w~t~sroN-s~u.~ VLm FORSYTH COUNTY, NORTH CAROLINA
1 1 Date Revisions D ate: Scale:
Y i . U
. 02/16/07 AS-SHOWN ~
i i i
i ;dip - 40 Drawn 8y: Job No:
4 j~ I SU"" ON cis Design By: ososs
i cis Sheet: *ro
f ~~t~x~P~ ~t~a 2.ios~ 6s~r21~4 Rev-low By: 24, of 30
} CRC Z
t { , f

" ab (A/"(?/ ~ tyf) ~w ~~,A ~,,,wu.,. ~~w ~.,n„n« ,may
/ ~ ~1 / fin""' r......... ` ~ . ~ / ` IM• M ,~•yyIIA• PL.,~NT SG~I~
'O.HEVULE
~ / / ~ / ~ ~ D ~ KEY C~U~. BOTANIGA~L / GOMMON ~ 1 L.AR~aE TREES '*40N NAME SIZE NOTES
~ .,,,,.,w;...+
M I ~ ~ ~..M Myy«...~• ' 4 ~ ~ ` ~ N5 10 NY56A SYLVATIGA / 91.A~GK 61~f
rw ~M.w. ~I~ ~ ~ ~y_ • 'M~ 2" CALL.
f \ wrw""Mr? h _ ---w. Poo 23 PLATANJ5 OC.GID~NTALIS /SYCAMORE 2" .GAJ...
~ ~ QA 21 C~JERGU5 ALGA /WHITE OAK 2" GAEL..
- C, r Y ~ ~ ~ QPa 7 C~J~RGU5 PAL-USTRIS /PIN OAK ~ : 2" CAL,
V • ? I • ? • • • ~ • w..rww \ ~ ~ ~ G~Ph 'T G~R~GU5 P~LLOS /WILLOW OAK 2" GAL.
VVVV / ~ ? .•w.~ J • f • • ? • • ~ ~ ~ ` 8 C~ERGUS W1HRA !RED OAk 2" GAL.
• • • • • • • • W •
.M ~ ;/~l ~ ~ ~ TG 10 T5Ck5A G~~1JADEN515 / CANADIAN H~OGK CK 8-1a' $4$
-f ~ ~ ~ • l ~ • • •1 • N/ • ~ • • • • ~ ~ •i1• •A • M / S \ 1~vIUM TREES
t ~ i • • •U • • h • • / ~ t • • • • • • S ~ ~I L I III i Yom, $ ~ GV 5~ GRATAEGUS VIRIDIS /HAWTHORN ISO GAEL..
{ • • ~ t• • • •N • .M•~• • ? • • 1 S• • ~ S SMALL TREES ...,,,5. S
1 • • • • ~ a~ «w•• h • I• ~ ....r.. ~ ~ ~ M1~~~°`" .,,,~~ti AL 41 Ah~I..~hhMGH18? L./1E1/IS / SERNIG~ERRY
• • i • • j ~ j • • ~ • . • • 1•S ? M.•.r• ` s W "i5 G~RG~S C~re~lIS ~ REDHUD
• • I ~ •I• iN ~ . , t . _ ` ~ HY 23 FIAMIANIELIS VIR6INIGA /WITCH HAZEL
2 1 I • ~ / • • •S • • 1?• •U S-b' S~ f3
! ~ • i 1 i•,• ~ • • • •S• • ? • M~ • • . i ~ • • • • • ~ ~ ~ ~ l/P 25 1/18URNJNI PRUNIFOLIUM /BLACK HAW a# B
• ~ `I ~ 1 . J e,...•""" s .i• \ ~ ~ ~ \ SF~IJBEf
• . d • • • •1• ? • • a ~ ~ ~ A5 ?S aLNJ5 5E~lJ~.ATA /SMOOTH ALDER 18-24" CANT.
• • ~ ~ • 1 N . •.•y ~ • 1~ti 1 ~ . . 1 GA 120 GORI~ A1r10N11M /SILKY D061"iDOD 16-24" CONT.
I . i, ~ E • ' • • • • • i • • • r • • 1• ~ \ IV 62 ILEX 1/H?TIGILLATA /WINTRY 18-24" CoONT.
t• ' • i•• • r? ~ • ~ • • ~ • • , • . ~ N..M•MM•y 1y....~_~~ 1 • • . • • • ~ • f. I • ~M ~ -~•'Mv ~ RA 65 RI~N15 AROMATIGA /FRAGRANT 51JM~4G 18-24" COW,
1 • • y~ • ? . • SS ` • .
~ • • ` • ~ ? : Iq t • • •ti••j ~ ~ ~ ~ RH 12 ROBINIA HISPIDA /BRISTLY LO~GGU~'T 18-24" C ONT.
1 ~I ••l, ' • ! • i • • { ~ ff • ` • • • • 1 t ~ 1 • 4 { y1•~• • i ' { • ~ • ~ ~ ~ ~ ~y~~ ~ VD 54 VI~RNJM DENTATUM / ARROWhrDOD IS-24" WNT.
1 ` ~ • ~ 4 ~ i t
~ ~ 1 1! • • IV a • • 1 • I• •i • ~ ••v.«•~.
/ . ; 9 ` . 4 f• ~ • • • • • I • • ` • •~I ~ \ ~
1 • Zti~ • I~ ~r ` iiI • ~ , h • • S • N • t ` • • M r • V• i t 4• • 'L • N• ~
A / ''r ~
• N • t ? i ti I ~ •
•1.4• 1 ~ ~ N j =r•~ I I I l i ••i i 4• 1 • w ? 1 ? • ~
i / i • • • ~ • • ~ i••• • .r , • ~ T• M ~ ~ ?M i r•Y• • i • ? • ? •
• 4 • • ~ ~ ••••1 Nt i • M I ? ; •yi • M S ~ ! i i • • • ~ ~
i I • 1 i qP i • •1? ~ , ? f• • t 1 , ,y... ~ ~ e 1 • i • r • • 7 . rr GG / ~ ~
~ • .i V • ~ • • I~ • }
~ t i z t . ••••S ! i N?• i ~ Q • • f ~ • ~ • • ~ ?N ~ t • ?y • • . 4 ~v ~ 1 ;.A /
• 1 + • •ti ~f t • 1 . i yy' •i • •0 t ~ •t• . • ~ w l• i ~ ~
/ \ m i ~ ? • • • • •.N ~ • ~ h ~ ~
• • t • • ~ • i
t • • ti.~• 1 , ~ .w ~ 1 O •
ti ? i aa•'• ~ t S t ~ ..q.. • ti • 2 ~ ~ ~
C ~ 1 ° .i• ~ t E ~ • q .00 a.. ~ t • • i t i ~
~ / \ • t s ? F •?I • / • Z • • • ~
• i ~ • ? r. ~ • • • • • • • • Y
• , 1 • : • • y ••t • ~ • ~ •I • Z ~ ~ • • GG ~ ~
~ S • • S • ` •i ~ ~ t
,Y,..~.....- p 1 ~ • • • ` • t ; r i
• i • ICY ` t ~ • ~ •r t . r •
ti ~1 N ~ ~ ~ s ! . r~ 1 t ..•••.,l f . r' .
~ r ~ p ~~iyy~y~ INM~NM/N ~ ~ ' • + 's • " + • • ~ q •.1 ' . a
~~ywM ~ ' t ; • i t ti ~ 1 i t w,t• j . • r • M »•S•
M E f i • ' « t• • • ~ w•r,•~~ • • • 2 •s ~ • ~ ~ • 1 • ~ • • .
/t ?if• ~ • N• • _ _ ! • • E • } . r . . •
~ N ~ ~ E r ~ . ~ • . , .
N ~ r ~ N dJ ~ ~ ~ N f ~ N = ~ t _ ~ ; ' 1 • . +...ti •
w • y~, t i t N K ? f 0 = • ti • .
rAyIYMY A N • • . W ~ • •
, / 1 • • N r
y, '1 • • ~ ~ _ r ! • K ~ , • • , ~ • . •i . ~ ` j1
1 y A _ i ~ i • • ~ • • ~ti s ~ . • 1 • • i i • : ~1 t ` . 1
r ~ I+ h~1I~ = t •1 , • • r • • ~ _ • •a•• ;1 S t t .r ~
wNM'~Ir~N~~ ~NNIYMM~ W~'~~ ~ ~ ` ? ~ r ~ J = ~ • • • _ _ • • S • ~ 1• ~ • • • t ~
s •t • t ~ , • w • • • _ ' , s• • i
r = • • 1 ! ~ • • ~ t E _
. , '
.e ~''v ~'1 a ~ r • • ' S • ' ' ~ 4t T• . ?
1 i r ~ i ~ ~ - + ~r + E _ . ~ ~
~ i f~ ~ ~ • • ~ n t . 1'
~ r ~ • • • ~ • i • ~ • • • • ,~i• ` ~ ' r . . •
• ? • • • ~ • ~ } •r • ~ • i • • • 1 N.
~ ? i » ~ .r• l
~y~y1WN, W~ 1Niw,r....wr ww+.MrN~w f .r• ~ . • • L . ~
~,~I. NAB ~MIMIi~ WIIM1V`Mw'~ ,IINMMY~~ NSA IYV1Y~ M/~~~w~wi+ MYVN~~~w ~YN,~J~M I ~ r~ fN ' ~ ` • ~ f:. a t ~ ~ • • • yN ~ ~ •
~MN~~~' 1 « ~ A 1 •+,r: • / ~ • ` ~ ' STORMDRAIN SYSTEM T . 0 BE . TEMf'ORARI Y RE I L D REGTED TO
~~y t VV. • A ~ • . • ~ • • r. il• _ ' ~ MANHOI.~ Y 53 B MEANS 01= y ~ a
~ rte.. -w..., t "w...,,, w......a„ ~ ~ t • M , ~ O ~ • ~ . ~ ~ . • . EXISTING 42 RGP 1 t
~ . 1 = r ».i r
~ i ~ ~ j E _ ••r • . 't ~ . ,
~D + ~ 1 t i • E • ..p• ~ • + l t ' ~ s • = 1 ' , : ~ ~ 1•• w •t• ? ! • PROP. FOOT6RIDGE M ~
~ i r' r' ~ 1 _ • , •M f • • i • , b • f ~ _ i ~ p• ~ t••• 1 r + 1
w+ ~ ~ •t ••M • • • . • ~ •Z ••.i ~ ~ w . '
~ ~~I ` ~~M~ • r # ~ ~ ~ • • • • • ~ ~ S r ~ PEDEStRIAN IRAN. ~
~~/I ~l '~~Y1~ N~~M M/~N,.d' r•~ • J / ~ 1 ~ t i . . . • r:. .
_ ~ S'.{ ` • • . • • f . Z N . w • •f , •t• • w••.• } ~t + • . j{ ~ t• ~ . • • ••i .s.. v 5 YMN]E FESCUE 80R~R N . ~ ~ . ~
~ 1 ~ • • i• V • t Z f• • . ~ ~ + ~ • ~ ~ • ` • , • • t 3
.M~ AW'~ 1~_" ~ e y ~ ~ > > .r ~ / ~ s, . ' 0-
MyMV+MM M~'~~ ~ M~ tiYWNAM ,M//'~~ ~yw~' ' ~ ` V • ~ • vi r Civil Engineers • Land Surveyors *Landscape Architects
M r ~ ~ : M , • t • ~ • 1• •h . anners tanners a Geotechnical Engineers • Environmental Engineers co
r b r • 215 Bynum Road
1.,.`" J { . ` t • • • /f • t ~ i~ ~y~ wr•""- ~ ~ r ,r... P c 'r Forest Hill, Maryland 21050 m Phone [phone] Fax [phone] N
r"''~r. f t i ~ ~ ~ , • ~ ~ t • E-mail: cnamailOcno-engineers.com N
r,'+' ~ • ` / ~ i f • / ' ~ • ~ 1 • • • 1 • 1 • •.t.' .t ' •r t co
~rw~ ~ t 1 a ! E / _ ~ • e• I •••i • S ~ •y •j• • ~ .y • ZIAN AND LANDSCAPING PLAN ° 0
,w+,,,,,~,M., ,,h,,,M,wn ,.wwnJ+M ~ ~ ~ ~NAMMV NMYW~'M • 1 f ~ ~ ' _ , , ~ • ' ~ • ri • ti • v• ` ~ ~ • / ~ ~ . ~ • / $ ~ / / . ? • $
t r t_ • • A + ft • f• M 7 E ( f • •t rrw 1 1 ( _ J t • • 11 i • • ~ • ~ • Its ~ / / • ~ FOR o O
' Vf. t • • • i • ~ ~ ! r 1, `rE • l , , • r • • ~ ~ I ~
. ~ wa.w. ,M,Mwrr•N ~u 'Mwwy~ i ~Ny~ t ! _ { + J .1 ,p • • • • ~ a v • ~ ~ • • .rte o ~ • • 1 ~ ~ NTH BRANCH E
4 E ~ _ ~ s i X ~ . • c 3, , . 9 ~ 1 ~ f ~ ~ ` ~ ~ i I I
i s 2, li F + s ~ ~ . I / • • • • 'f M 'REAM RESTORATION 3
"~wN,~« • ' 1 ~ { ~ ~ ~ ' : 1 •,N.. = i t • ~ i t ' ; t 4 • i / • , S i ti , . , . 1` .r,....w.... •v .j
I ~ ~ ~y _ ~ 41 ~ i ' . ~ ~ q . . CI1Y OF WINSTON-SALEM M c SALEM FORSYTH COUNTY, NORTH CAROLINA 6
NIAATCHLINE STA. 4+00 SEE SHEET 26 FOR CO NTINUA ON . . Date: Scale:
v
f ',i 6/22/07 1 10 =20' ZO"
7 f 1 S £ ;t f sJ I
111 i I 1 _ 4 . Drawn By. Job No.*
E AA c 0
i i Design CByS 05058
~~2~ I~nop~ Ida ~arErtts~?ilic, ~r.arytand ~~U~. ~~ia~ ~9~ 2I : cis host:
j Revises By: 25 of 30
1: CRC Z
I
f
- ~

MATCHUNE STA. S 4+00 S HEFT 25 fOR CONTINUATI ON
4 i t.~ . • ~ °I'~I ~ f I, , • ~ • c
e _ ~ • • • • fi4 • ? • • l . • / f •t r 0 ~
~ ~ ~ , i I ~ S ~ ~ E t t t ~ iJ ~ • s~ jrt~w`{ 7 N t , S • ~ N r~ ~ Y //l r
"Y + , ? • • • 1 1 . ~ , • ~ f • ~ • ,
1 • • • 1 O I H • t• • • { ~ 'Kd » ~ • • . ~ 1, f {fj
h . • ~ • • ' • 1 f
~ • . w• I i••1~ • 3 ~ ~y~ M.~^'"}'
. t ' L , p ~S • ~ ~ ? ?••t. •b7 " • h Y f V.~ f 1 ~h.. /
. • ~ •Z • ~ f • r
~ ~ / ~ ~ ~ • ~ • 4 • •1 ? i f i • • i • + C" % 1
• •2 • ' .1s • ~ ~ 1•? t • t. ..s
.s ~ • •,~Y N • 'xM f ~
! ~ s • ~ ~'f' ~ • f ~ _ • • f. .
' •t. ~ • • - ? 1 1 ~ • • • • f J: •
• ? • i•~ Q • ? i • f 1 a i h J l
~ 1 ! I a ~ ; 1 • ~ ~
~ • • • • i • • • ~ } • t f
~ • • ~f / • 1, ~ • _ i • ~I 7 • ~ ~ . , POO ~ . 11 .~'I
• •
P h' ~ • •i w• ? ~ r .~.ww~ r~
~ • . ~.~'t • 4 r,,"~' r~•
• H • ~ • ~ M ? 1 i..r • ~ • • ~I
• • • f •..r•• A is a.''•, • ti h • • • Z ..r..~~~'~~r.wANM...MyMN....w'r'W. NvV.wM..~? . 'py.~..i.~
"i 6 . • • •ti A 1 • ~f i• ~ •i • ~I, • ~ } • •
• + • • i • N • . ~ ~ ! • ~ , • ~••~j ~ • •~•i • • • t , • ` ~ ' ~ • ~ wj •
. • E T BE ~ • ~g2.5O t /r .
• • • ~ • L}i j t • • ?i ~ 7 ~ J, ~ t? ~ ' • f ~ \ ~ 1 1~ 1
ti • Y .f. • p rfi • M t r ti
• „ Y~ ~•1 ~ ~ ~ ~X15TING b" RGP i ' . ' f ~ f 4 1"•
• ' ~ ~ OUTPACE B~ i z ~ i ABANUO ~ ~ .'1 r ~ . t:
• t~ • •••1 • f r ~~ii•1-iV YLri/ • • 'N • • ~ 1 ~ ~
r f ~ , ~ . ? . • •y • I • ~ . • •y •I I " • • ? • t ~ • • , . i
I~ ~ •r• ~ • ' s 1 ti ~ ~ 4 1
/ / / z. , • ~ • wry t • ~ r ~ • , / ~ ,b• • • ~ ~ • i ,•,t, ;•••t• S • ~ i ...t. y •
• ~ ' 1 i ~ • 4 i i• ~ ~ ,
~ b ~ i ~ i ~ • • • • Z • ~ i ~ / ,c.,.. ~ • ~ ~ ? ~ a / t
• ! . . '
~ • i •M~ V ` , ~ _ • a l •*~f iMZ ~I' '
~ l i i ~f ~,~X.~o~T~E' ~ f l • ~"~I ti • • ~ r t ~ ? • • • 4 Z 1 • I~' ~ ~ {
~ Q E . _ f Q r ~ O M • ' i i ~ ~ ~ I I t ~ M Z
~ • ~ ~ ~ • • • . • N I.1 ~ t r 3 ~ 1 ~ tt i .wi r 1
. ? C' . ? ~ . w ~ ~ ~ ~ { t f : I
~ J / , MM MM 1 ~ ~ . . ' i 1 ~ _ ~ . ` ! M • L I
. 6 ' . • PROP. s ~ • • ~ . i.~ i ~ V ! i•{.~ • 1 3 . ~ ~ ~
. r • . . CL• IY i, / • • , 1 ~ t ~ ~t ~ , • RIPRAP u i• ~ . ' •ti 1 ~ ti t i 1 ~Z~.~n
. ~ ~ ~ . • ~ POOL ~ • • t { ~~I ~ ~ t • • . _ • U'• ~ ! ~ w •
•t? ~ ~ . • y • ( ,T ~ L • • ' ~ 9 ; Q ,,,r,. 33
• ` • • ' • ! • , • •N ~ ! ~ . ' ,.,i
• • ' f. • ? ~ • ~ 1 1~~~•••• V Ww.rMti? ~ ~ ~•j • . . E . t
w "i ~ • 1 ~ • i. • ` • • .r.• ~ } i , t ~
t• . • ~ ~ ~ ~ } • I . t + / i
y~ 3 • . rr . •ri . t?1 i
~ r, <tir{:::::...:f. .F;Y;V ~1~~.:::, ` . r ~ ~ 7 : t ~ • ~ ~ • ! t ~ •t, . • .
~,~.~y_w~^r-~ ••4, ....11111. ~ :l: ~ ~ . ~ ~ ~ ~ • , • • , • • ~ i 1 M
.w~~ r • ? • + ~ ~ t• • I '~f ~ t r •r •t••• • ~ ^ :~A•i •i~• r • ; ~ ~ ;fir / • f 1 • • ~
.Mrr. w» »r~"~ J1~ • ` r • jV • ..r• f t t • ~ r. w r t rr •~w • 1 l • • / / M • •
i• ~ • t ~ 1 •p r •wr' ` ~ • rr , •ir f h •A~r ' r• v: • • A; t ~ • • ~ . r . Z • 4 M• • / ; ' w . ~
_ ~ r 1 •••••fr~ y •r \ • \ ~ t ~ ~ . • •1 ~ f it y • • ~
~yyyiptlWM r • •r ` ` ~ ~ / • t . i t { ••t•7•~ t • • • ••y • i ' f ~ w? ~
} • t V • • _ ~ rat i ~ • • • ~ ~ •
• • • • ` r ~ ~ Ca ~ . K / / . t ~a ~ t ~
. • t / •w • ~ f ' . ~ ~t 1• • • ~ /
_ ' ~ . 3.1 ~1~. ~Ch=TORI~G ~ ® ~ 3. ~ ~ .r.~ ~ ~ • _ • ~ • ? .f
W~~~ . ~ . ~ 6 i • • •r~ • ~y! • • • •1 ~
wr • J ~ t ~ i••'~ ~ 1 • w ` ••ti 'r
P • • ~ ~ • ~'r i• I ~ ~ ~ •i ~ ~
Q _ ~ • i ' • ~ • N ~ ; f • • • = M r• / • • ~ ~ l 1
~ ••r ~ • t 7 • r t ~ ' ~ n • • ~ ' S 1 • = 7 ~ ~ ••d ~ % 3 r. . / / / j
_ ~ + • L ~ { f % . . J w A•r,...r
....by~> •t ? ""j t h • • ` r.r,.•r • ~ r•r ~ ;i ~ .w••'•
~X. ~~P~€1'~R~~tir w r • • ` • • . • S i' • r"' } a V • • • r~~r•+ V • • i ,•,.,,,,•.r..r...•...•.•w• ~ .
~~>w~~ . t ? r • i 1 ' ± r~ . ~ r~M • ~ ~ •r• • • • • ,
1• ? •1• ° ' 1 • ~h C . ~ $ ~s y~ • ~ • h~ i • Z • ? ~ ~
. Q 4 w d 0 2 Y ~ R RA 0 P M E T t ~ ~ . • .3 .
0 r• •+"''ir •ri a •ti•• w ~ ~ E 15TiNG 42 R e.• ~ ~ • • h r r• • I
0 ~ ~ . . ~ ~B~NbO D. ~ R~MO ~ N • r,•N •••1 ~ ~ t , oi?' ~ t t f • • •••••r••+y „ l
s ~ . • u e GONN~G 10N 1 ~ G • . t • • • •••+h.•M.• •.+•'•.rr• (/~r.•r••"' ~r,•r•~,r,r•
N .r 3 . • h~• ~ ,,,,•r•'•'^'•M..•.. K. .r r). IS ..rw\N++'~„r..r.r""Yr•+~
0 rn y} . • • ~ • •f • r r O •7 rwra"•+ 1 ~ • TI • A E • S • • • • ~ ~ ~ ~ r ••+•r• ~,y,..r•,••••r•r•r~ • • r~„yr~ / «r•^^'"r•,r.n1 r.w+.rr~+ • ~ ~ t
1 N 0 . C • T N E ~ R . P Iwo' ~ Y I ~~y~~ A•r.r•r .M~.•A•rr•r.r.r•r?'M• _~.MY• / h r•~I.w.. 1.r IIIIr rrn.__ .r.,,, ~r,.,,•.r~r j ••1~•• „~,M•w:
• h, r r r ; •w•••w... 1bY f~ .r•" ~yr•r' I• • ~y^~'~^.•wrr~ r~.. r.r..+•""}ww."'r•.+ , MMrJr ~ • ~ ~VMA~~ .w~•^'•••r
rr~ r w•r' ."'""pew wq,y~•M • • V f ...n / •r d f w~.~.~• ~ ~r .•r•r r• .r^ • ~•M•nnN+•r r••~'r• r•r•r•r • i"
~`Mw w~'•M.1w 3 1. : r•"'•'•r NrwM•• ~1W.M~ ? ? , Mr r •r,r.r•~ ••r•r'r'• ' ~ f ~ ••i1 II M Jam/' • ` r _ r••~•
•••+N Mwyr •+Vl•r •.b11•w• w.MyJ' I N • YtiMM M~•~M' ~ ,~'I_
Y! • ~ ~ w r i',.•rL. tt••• I ,wr•.w•• ^'nr•++r•` ~ ~ i ..+,,...+•M"'rr ww,W PROP HC l r."
.M»•U1 NI ~ ylYl• ~ M••1•'•~ .r1MM• W+"• ,rw _ • •y ~.rrw ~ r~rr e.r"" ~ 1 ...+•r~•~, ~ r•+
111.••••'-~ ' x~1 I~w Y r••'•~ .r••w r.llrl Z WC r• wr•'"'•"r .r•r".r' w,,,.•r r
•11V•••• I rr• ••rK Mr ,r•r•^"'•• ••,•rr M \I ••r N+ .,.•./.•"~"•-~~--.•••yy/M`^" 1 . M-~/(f~ V ~rrM~ ~ 1 • ~ I/" f •M•M^"^' ~rr N ~ ~ rJ .r • v'" ~ ~ r,N•r•r•r•_~w~•^ •~•1.•A•' y,~•Mr r• er r•.•••.••+~rwr•w •r• ••r••M:A •M••r•P•M• ~rMM•••
M Y.r~ w.yyl•w1w• ~rlt ..r~ ' w„1' M MM1.W ~ ~ , w•„•rr ••11r•.•M _~y~ wl• ~ • r •r• r• ti .r t 5 r•r,r.r• r .~,I~' M••••~ err/ .w••r•r.r~~ 'r'te r„„•„••rr•'r / •w•`M••~••rM N } M .r . i ~..r• 1
~rN ~ X••1•+• S ~ M•~' ~ •111••• 1 ~ ~ M ••...w•• •r•r•~,.r r..•r"'. „y'~MM~• ; i ~•..r•+y+""r~ 43 ra r.. ,r.r MA,? US 3
• _ 7• r .•11~y •N••1••r•M ~ y r•r w»~M.. .nM1...w111. .J1 .•wrM•.r .ly~l.• ~ w~^.. r."rr .M•A1' w.•r•r•M . ~il » r,w•r• ,r,~,..r_rrrll~ rp,,,.r•~''r• ,...r•• M~,,.nv/+.wlr »w+r••••11.r ,I r r ~,•,•1r••r ~M'_"_ nr^"' ~lr.r~ ~.w { .,••w w•,p.r•• • r.r.•^u•r• 4{ 1 t P P • H w rM ,••.N C rw• ~_rrw fir. r'' r• r~•r•+•••'•r ~ . M ` • • hywN / .r+••'•. ~.+•w•.r+• ~ M~yr • ~ r •r..r•r.r ~ "r M.r'w ~ r yrr•..• ~ o.. .J
' r rr.••rNn __r~l.~ wr•.'»~• t """"Ww1.r r•r•r•~ ~ .w•r~M ~~M .y!~ ~ r r ~ ~ RAMP . n ~ ham' , ~ c `l ry ~ • ~ i •r•r• •r• yr.MM M~yNr'- ••Ir•N ~ • ~ " rr•r••"' rrr.r•'~• • ~ t
.r•• _ p rr r • • ••r • .•p" P. HC ~ ~ ~ ,,,r- ~ ~ anners ~ Civil Engineers • Land Surveyors • Landscape Architects C anners • Geotechnical Engineers • Environmental Engineers m
.r~w~ w•r• 1.1•• Mr w~r ' ~ ~__ryll »y ` A RAMP ~ w~ • .J. ~ 215 Bynum Road
•r• ~ •Wr• MrI111~••r ~ .lr•••••••r' w••r •1M~• r~.r•r . •,,,r• , ~ l ~ i t ! G Forest Hill. Maryland 21050
\ dC• rwr•r~rr y M~ i~ r~ r Phone [phone] • Fax [phone] N E-mail: cnamailOcna-engineem,com
{ a ~ • . rr • » r..1»r' _ •t ••.yr . •b~r w.w`• • • N ? r In
! _ •rrr i o•~__ N I••'•'"~ ~ ` ••+•r•}•• r,,,,.r wr•~"•'""••+• ~rw•,r•r •w+w.n•?• ti ~ ~ • • ~1 ••r • rwrMM~W t ,r•w • r•,•n••'~• rr~ ~ ••w.•.^vw • 1 }7 i J/ i • { 0
.•r w•"'• • M~..r"a 5 N r.r E • r• ~ ; 3~~ o~ j IAN 01 AND LANDSCAPING PLAN
r•r•~ • . I11N r,.w,r• \•ww.,,.•r .r•M ~ •I• ~ • .•r•• ,,,,,..r••" M.r•.w• ww,.. N+• ..~.IIw• r f ir•r r•„••r W y? ~ rAywM•M~ MIr~.~_ ~ • • f ~ • ~ r.~•" / \ • • / / ~ ~ S :.j FOR
I ~ ~,.M•r'• r•M••i1•M M• w•r• W E .r.w r• .r•••1•r•• •,•.r• •r•. r•rr~ 1 • • i .r••"""•• w„•.•r•w •.rn•• y~yw••• 1`I, • ~ • =i r / ~ ~ ~ / r' t ~ • / ~ ~ i? 20
t• ~ w•r•11.+•. •r•r."' r• •111. •v 1KV M~ , N 1 # r / ,rte E 0
yl ~ • r ~w• • : ~"y t ~ . • . ~ M i • • r j ~t r• t ~ . v . ~ ~ ! t M • ~ • ~ TH BRANCH
r .r• • ` v ~•r~r r r•r^~r•~ ~r r• .r,w« r•r•...w..... r,+~r~ . ~ • .v• : S . ~ . f ,r• • •ti ? ' f r • ~ ~ ~ M , , E .r • s S ~ ~ ~ ~ ~ f ,f' ~ • ~ ~ ~ ~ • ~
..r .•.r.r rr r,r.r .1.rM~~, ~ \ ~ Sw • . \ •rr I• r ~ AMM• { ~ 1 ..W N • o } f ~ • . U ~ ~ ~ TR ; S • 0 C ~ • • ~ • ~ • ~ / • • AM 1.71 RE RESTORATION. 3
••r.•• .1rrM•r \y.~ ? . . , , ~ ~ r . • i P •t. t T . j ~ r l ' • ~ FOR~SYTH C U 0 MY i NORTH CAROUNA
.
MATCHUNE STA. $+50 SEE SHEET 27 F OR CONTINUA TION Date: Scale:
6/22/07 1 "=20'
c$
Drawn By: Job No.*
Tcl.
-.'-':S:ULT.. Design By: 05058
. i~~~'.Kaopp~~~c~vin~,M~rl~ndi'~~o~ : 0.0 cis Sheet:
Review 8y:
CRC 2s of 30 z
1
ti.

I~w~.1 I'' ~ Nf . CO TINUATION FOR EE SHE A. 50 S E ST 8+ TCHUN MA 1 ~
.NM.N/Y. A ~ •YM..•. • • • • .Ny . ~ • S ! • . 1 ~ 1 t~ j . . . I
• ~ • ~ ~ ~rr ~ ji • 1 • • 2 • R
• •i••' 1 ~ 1 •Z~' f M • • • • i ~ ,N • 1 i'
.,r,,.,,...,.•.....-. ~ • • I r,,,,,,,,..r. .~..f • ' • ~ . ~ _ ~ .1 j
. • v . ~ ~ i` i`
N~.M"'. ~ i . • • • • } • ` : .r. ~ ~ •y~I••+. ~ • • • ,y(~ .M•~•Ir• . f
• f•• e ~ • ~ . t tN • I ~ ~ • • • t • st•• ti•• , 1 t .~rt•• q f r
~ tit . r . • 1 • ~ r i : ~
• f • 1 ? f fj f ' i a ' . . i
. • • • • • EX. • ti ~ ~t• 'l
A ' . • ~ t ~ . ..r? : i t ~
( ' • • • • N••• i . Ni • • .......y.... • . . . • . • • LJ • r~ + . ..y.... ~ • t i
• M• . t • " N i • f ~ • ' • • 1 Y • • • ' • i
ri ~ ' 8.00 .r ~ I 1 • N. • ti
. t• I ~ . : • h/ Y l~ i t tP .•1 • ' ~ i t ~
• _ • ~~i ; ~Q ~ + S• • ~ ••Y !•i • ~ ~ : t ca ~ i . . ~ i ~ ~ . • . t i t
~ ~ • • M8 / ~ ' • _7 r ~ t • s a~ i ~ t t t i
• ~ ~ • h••• ~ ~ ~Z f . t 1 ~ ! ~ i { y t l ~ t • ~ v . .A _ i
Z ~ ' f t ~ J 0 i ~ t N ~ • • 1
H\ ~ ~ . .ti • ~ • ~ • , ~ ',,e < ~ ! • :r• , • : t N i ~ 'r• ~ • 1 ~ i ~ i t
.fir f •~~••i 4 E 7 r • i.
~ • ± Mkt f)•r ti' ~ ~ N ~ i 1 . ~ ~ •y i•s+ 1 i i 1 i f i i i
~ i ~ . i • ~ ~ K i
y . •t' ~ 1 ~ • ~J • , s 4 • t • I r ~ . t Q ~ 4 ~ 1
• / ~ ~ 8.O . , w • • • O ~ ~ 1 1 t { . ~ i
• ~ . ,yJ,.If / I~ / • ~ ~ u. , . I tit. 1 i f
• • . fN . ~ . O , ~ / ~ ti ~ ~ /I • 1 , « ~Z ~ ~ i
~Y~ Y j • F. ~ N i i • ~ i t 3 i i : s
•M • • p: ti• •y .a • • f I ~ • t I ~ ~ , ~ . • f ~ ~ i t i
• H•• . • • w 1 . ~ # / s # 1 f t ~ • J f ! / ~ e i t
4' 4 ? ti. i • ~ f I ~ ~ r l a j r t 1
1.' i . . 1 • • ti • • x .a. t ~ , ~ 1
h•• j •f • ~i • . • ~ f • i f ~ 1 1 ; ~
1 ' ~ ~ 8.' w. . 1 . • , / •
• 'r . f • f I• ~ • • • ~ • ~ ~ ~ • • , ~
•~A• ' ~ ~ 1 + t ~ • ~ ~ i • ? ~ i . 1
• . ~•f.. • rr~~ I ~ \ vl .L.•.•.i' t 1 •
• .r . 1 { .
f . • t i r • • •11 • ~ ~ ~ ~ • • • 1• ~
to ...1 ? ~ 1« • h • •ti • I ~"w, ? •Jr •1 ~ ` • • I •~N ~ . i 4 • ti
• • f • • •l' . • ~ t 45 l~ 1
' .t • • •1 •i t • • •b '.1 • M w.~ i
• • 1.« 1. - j • ~ • 1 l ) ~~~I
.fy . + • ~t ~ t . ~ 1 ~ +~NiW .~~N~N i 1 l~~ i. ~
z ••i •f ~ ~ • v i t ~ ; • • . f i~ . • , 1 4? r , r,~.....1"." ~ ~ ~ ..r•w•n"..+"' 1 ~ ~ 1
M • f / , . ; . • . ~ of . i ~..-.....N-'- • _ _ ~ .r S ~r~ E DG . , .
~ . • s • ~ l "y 1 ~ . ~ • ti 1 i
'~w,,~N ' ' ~ { „ ~ . 1 • , •ii• .~'f
• • . a• i • • i L ,V 1 • ~ ~ 1 "1 •V V • • ~ • { I ' j • • t / ~ ~ • ~ • 1 1
p~ a = , k ~a r d? H~••• ••,••i .M ; l I • : • at ~ I • 6.. i r
i 7 i
v • , .r .w ^r...M,,, w~,,,,..w" n.-N ~ ""r+.~
~ ~ • • Vw.•'"• ~ `i•
~j ~ Z ; ~ ~ ` ~ •l • h t • Nr ti~ • t ~ Y ? d ~ • t
rN • r~ r r ~ ~ ; i . • .i t~•~~ • ...+y^""
• v ~ • riN•~ • O / N • •
.id•t ~ y • ~•r • ~ t E .BLDG B
_ ? t. K, t ~ r ~ 4 • ~ ~ 1 • . RAZED
~ ~ 't .r.. ~ i Mr l a ! .~,,..r•». • 0 t ; • . . ww,'. r~",y„r' ~.~w.~M raw
~ ` i ,1; . 1 ~ ~ II • • • a,i~) , 'I~~"I ~ • • •r mfr • 5 • ••ti • i ~ i . .w r 1 / • r'rr.w~ ~Ir" .M1r..yy~..~ W7w~'"" .~YW~ .Mw~~ r~ww„,.~ • r ,
' ~ ~ J • •
.t.. s ~ ? t ? r ~ ~ ~ ~ 1 4. • N • I~ • . \ x{ P p • . • t N j /
~ ~ 1 .N r~ rr ~ ~ M ~ ~ • • ~ ~ . • ~ ~ L ti ~ • ~ i'.
• • . .r .j r' hlti ~bs t ~ t ,o
~~_,,,~rrr•'"•' ILL • ti , d ~ I ~ d~• t ~ ti ~ • ~ s S~ ~ , .rt. r
• r ~ ~ ti ~ i•..1. i
',I ' ~ • ~ i ~ • SS 1 ~ ~ • . ti •aS ~ ! ~ f ~ 1, ~ ~ ~ s O ~ rr"''"~
;,,.a. • t.• fr ~ 1 ~ ~ ~ i A i s ~ ~ I • }7''
i r ti #
.•h r • ~ Y • ~ • I!( • • ~ off ~ I.••~ 1r~ 4 r - V 1 t
w.• ~ • ~ ~ ~ • ' t t. t } ~ t ~ I 1? • s ~I t
O • . • f • ~ t ~ ~ L. ~ 1 l 1 ~ ~ i N 1 ` ii~
~~r~' r J ~ 1 / ' • ~ ~ N'•r • t • • r~• • • • ` ~ 9 r R + ~ / ~ ! i . ti 1
• i ~ N ti ~ 4~'I • ' • i 1 . a. ~ • + ~ ~ ~ h~• • • • ~ • • •1 • • „r,,,rw~" ,w~"'"
•'I ' ~~r ~ 1 } ti r• • ~ ~ lr t' ~ ii w « ~ 1 ~ • •S • . » M ~ 1 „r„r.r• i ~
ti t ` 1 ~ ~ ~ V/ ~ t t. r^ • • ` 1 V' • .Y ~ ~ ~ ~ ' •
1 ' ~ ~ • ~ x ~ ,
~ , O ~ 1 • _ • • 1N ~ 1 w ~ ~ ~ ~ l ~ ,
O fr • ' ~ 1 M • ` ~ ~ • 't~• ~ Z N•• , ~ ~ 1
~ . S • ~ r. •.o 1 • r' 1 •~•w~ .r • r a w l r • ~ ~ 1 , i
rr{ t . ~ ~ ~ 1 •S: t ~ ~ • ~ Nr ? i • 1•? • ••J ~ 1 r~+ E
~ ~ M ' 1 fr1 ? , . ~ s~..~, ~ ~ • • l ~ 4, } ..ti ~l }
...t . • r 1 • N•~ • •r Z • • ? Sr ~ : q .ti ~ • •?»•Nti •1•~ v~ ~ . • . • • • p : r •r ~
i N ~ ~ • • \ • • ~ • i 1 1 • • • • • • { 1 ~ • I ~r,,,,,w rw,,,,,r
/ ? ' 1 ~ ~ rr~' r~I ~ r• ~ ` • AI ~ R 1 h• • ~ ~ ~ • ; t . ti i `y i • ~ • • 1~~ r•..M ,•w•~„w1 ~ ~.MM,. Mw"_"
ib•' Ar ~ S s .q { / • ~ / • l y.~ 1 ' • • • ,w..~~
• ti • . ~ ~ ~ • ~ . 1. •.•.•ti•' • ~ -''r t f v ` ~ t ~ ~ w ~.~,N
• ' ~ •r 4~ t • • • • • I. vn, ~ • w + •
N,rrrw""' t ~ r• .t ~ try r• ~ ~ ~ V~ r~ • ~ t i } ~ j ~ . 6 •t l•~•w i,~~i•• s ~ 2 1• 4 iT 3
M.. 4~ ~ • t t 1 ) ~ ? • > Y - i l }
I ~ • . • •tir. t, ~t { n. • •N t ~ ~ f ~ i, , i J t
'I~•'~ ti r'~ ~ r ~~I t v~ • t .M~. , • a ~ 1.. ~ • • ~ ~ 2 ~ } i { IVI Civil Engineers • Land Surveyors • Landscape Architects
~ i ~ 1 •r~ l r ~ ~ r ~ v J. anners Manners • Geotechnical Engineers • Environmental Engineers
. • S ~y ~ ~ ~ ~ • ~ ~ ` • ~ i i ..1 • 1 215 Bynum Road o Forest Hill, Maryland 21050
v. ~~I •I • • • • . 1• r'.. ~V` . r 't • ~ . ~ 4 ~ ~ Phone [phone] • Fax [phone] N
. .rM••••r""" • ~ . f ~ N„vrn~ . • . . h .S ~ ~ ••~ti ~ 4 r» t M...~' 1 E-mail: cnamailOcna-engineem.com - N
4• ~ N'ii • • III : N . . , ti. • • •f~ ~ 1 t ~ 1 h {1 L ~ , 0
~ ~ •y ~v• S ' tiI• t • f S . • h • ~ t • 1 • i • • I ~ ~ ` l ~ ~ RIAN AND LANDSCAPING PLAN C
R ~ • ' ~ Z , ti!•~• ~ 1 1 • { ) T 1• • 1 7 ~ ~ ~ ~ ti • • / ~ ~ ~ r • / r... ~ / / ~ . S • O
`1.. t ' 4 t • ~ r~Z ~ 1 ~ • •~r •i • ~ • • ~ ~ ~ i ~ ti ~ ! ` ~ / ~ ? ~ ~ ~ FOR 0
~ err ~ ~ r ,t • • • \ ~ i ~ ~ i, Z ~ i • ,ti..~ • •1• i i i i t~.
! ~ ~~~rr i • ~ .r i • 1 ~ f~ h • : ~ • • •A ~ ~ ~1• 4t • i ~ I ti • ATH BRANCH E y
~ it Ir i~ . . 1 t ~ t t i ~ 1 ; •a •S ~ i ~ i I ~ ~ J ~ / t , • y\ ~t ~ ~
t~, . ~ ' i ~ Z ~ ? • t ~ ` , • ` 1 ~ 1 • 1 / • j ~ ~ ~ • ~ / PREAM RESTORATION 3
I . ~ 4~ N r • ~ ~ 1 s ! 1 r ? ~ r~ ~ ~ / ~ ail =f `
j I~•'I' F ~ f ~ S' ' ~ } r . 1•••/•• I•~ • •~A ~ ~ r ~ 1 ~ • ~ ~ F~~~.71 1 ~1 ~i~V1~ 1 1 t tt K 1 ~ i ! \ NORTH CAROUNA
~ » If r.• •r . 1 .ir ~ ~ f t•• • ~ ~ i ~ 1 t i. i t~~ ~s l • Date: Scale:
~ . • ~ ,rte ~ • • ~ ~ • • ~ ~ ••t h t \ r 1~~~ t i. • 1 Inn M-7
i ; ~ ~1 t 1 . r, ~ . • . . r r~• m t
~ i 1 ' • w..• { ` • co Drawn By: Job No.
1 y { ~V t~ •A , TCL
..ti t t. . ~•~M • ? •i• .0 •U•• _ N'S • ViL'iL. •i• • 05058 Design By.
~ > ~l • • • M: cis sheet:
~ .w . is xc f 4K 1.2-1.084 • + 1ii'AW7 W. . • • . 1~ - . Review By: .
CONTINUATION SHEET SEE 8 f0 14+50 cHuN a. MAT 27 of 30 A CRC z

SHEET SEE 15+50 NE STA. TCHLI MA ' A ON U TI ONTIN 7FORC ET 2 . SHE • • ~ •...•t•' ~ .r
•3 ~ ' ' ~ ~ i ~ ~ ~1 ~1 t f • 1
" . ° 1 • ° : ~ J i ~ _ ~ 1 i
N ~ • V. • ••y • t k ll ~ .1 t i ~ . t. 1 i 1 ~ . Y ~ t. i
• ~ ~ • 1 .•A 1 ~ t . , i ti .~k Ln ; t . ; , .t 1..,.•r ~ ? i 1 L'`
~ 1•• • y 9 ti•~ ~ ? . .ti t • a I • i . . ti ~ t~ i
/ ~ t' :t ~ • . . • ~ ` . A 1 N • • ~ i ' ,
~ ~ \ ~ N • .x ~
~.1 • •'ti ` f ; .•r+~" i . s 1 ~ .
.w O ' t t 1~ ~ i l
: , 1 ~ q • • • • q . ~ 1 1 1 • • • 1 ' i ~E • . . ~ ~ . w . . ~ .t . w•
• r • ~ ~ , 1 P i' t ~ 4
j ~ ` ~ et 4 ~ i ~ ~ ` 1 ~ + ~ ` I A
~ 1 ! . ~ t • • ~ • .y { ~ f1 ~ • ~f •~~'Mw k \ 1 ' w"""""w..~ O
i ~ ~ iJ, ~M, s • i •t • ~M • Z • ~ • • . s . ~ 1 i
~ . v a ~ t 1 vj •4. V• ~ t t ~ • ` 1 ! Z • t ~ ~ /ify S ~ , • ~e~ 1 V' ` 1 l ~ • • ; • ~ 1 ~ f, w , i
t} • a r • • . • ! i f L • • . . . ~ ~ .
~ ~ ~ ~ . w . w • P R1 i
i : ~ • l ~ 1 ' • ~ ~ ~ ;p , ~ ~
f . ~ . / ~ • ~ • / •r,M~•~• y •r• ti .tip ~ Z . N ~ (n 4
• • t f ? • f i • . ~ Z . ~ to ~ Ka .a
• • ••9 • ~ ~ ~ ~ ~ ~ t ~ ~ ti~ c ; .
• .l~~ t • ' . .N 1 Z ~ 1 N j V t ~ t ~
•N ~ ~ ~ ~M .~f • ~ • • ~ W
• • • 1 i~? • • ~S • 1 ? • i • ~ • ~ •A ~ 1. ~ • 1 • i O ..x
• h • .M • / Z ~ h ~ { • ' i '
. • •iI' .~i . 1
• • . • 1 • h • { 1 .M..w+""" . • ~ 1 ~ A N
• • . •1••• 41• • d1 1 • ~ ~ '"""+•www wo f~ m • ~.aM,,,,,,M, .wa~Ma'"' ~ ~ , ..r
1• •.Y'1 . q'; • ; M
{t ~ MGM ..M+' . ~ q 1
y' • 3 . . ~ h..• Z ~ ~Z ~ ,
~ • . ~ ~ =t M i
i ~~I ~,,,r?''' iF V r ~ ~t i~ ,r ~ v` {
{ i•A ~ t t A V i ~l ~ ~ ~ ~ •S~••
• ~ / .~..•.r•• • , r+•• ,N'" ~ .......w.'^" ~ ~
~ { • • ~ r ~ ~ ~ ~ ~t~
11 • P: • • / ~ • • r: ~ • . r 'd~'• l ~ r r
t + .e' i ~ i~ •i,•.• f ~ ~ : ~ _ ,1''
~ ~ ~ • • !'l ~ + Y 1 ~ • ~ r.r.r ..w.•~ i11M '
r ' • • • M- r~r..r y..+• ~.....""w.• ~ r~ ~ ~ 1 r i fr„
G • • • r,.,,.. . 1• • f• » r r• y 1 ~
„ `•r ~ ~ M ~3
.•.r~~' r ~ • .+?'r S t ~ ~ ~ . ~
J ~ ~N I/ r J M
/~f r a ..t )»l
r•" ~ PROP. HC ~ 1 RAMP ~ ~ w~ 1"'~ k ~ .r'' . ~ . •1 ~ ~ 1 1..
s
1 X• .t
w•~ ~....••••~""'""M ~ w ~~X\ ~ ~
r~ N'rM• r • rR r~ r rA.^ ' .rl.-" • r• IM. a.IrM• ~ r••r'r .r r W e ,•r~r.. ,,...w rE .+r ~ ~
4 ..rr ..•+r•"•~ . M•w ,•N • ~ M^. rc
mow" .r • t ~ r W ~ 7 NN t • • • • w+~ 1'"" i"~ r'"~ r•< J
•r? r~ { . ~••r. ~,••r••r• . • w ,N•N• ~ •~•h . ~ ~+w{ rK rK ` ~
1~ ~r..M•~ ~.ry.rrAr •y~ ~ ~ _ ~ , ,..c ••.•.s • ~ ~ ~ ~ ~ ~ { rc
Mew, W~ rN?•• I ~.,WMiA ` V ~//y] . Mr•r•N r•W.r••~••r' • • .ti. J f • • • • ~ • . • r • , N ~...r" ~>..t . ~ ~
t u '°}..r , ~i ~ ~ r~
~ wr""•~r^" w~ • • f S :r. • • . •~y~ • • ~ A < r ~
• N~~ • 1 N • • • • • ~ • r~ .~r'r 1 1•• •i1 ~J • • ~ • '•w • ~ : ~ • • • r{•• • • ~ ~ 1 • ••.r • • ~-r ` ~ Y,
~rr•'r 1 • . .r' ~ ~ t.
. •a ~ • a / M~ . • • • t• • • • • / N i~•
••f,••,~•~•• r~ • 1 J'• • •h • • ~ x 1 • 1.'~. I :vk 6 • • w f ~ ~'%rti> ~ 6 ~ ~ L is
yrM'~ I~r N• • • • •i~• I s •J f .II M ~ • • •~e ..~.•'h • • ~ 1 ~ l r y' Mr.~ • ! M v r ..1' ~ ..1 ;
rr/~ 1 • • 1 • i•••1 u x z i i
~r~r ( yr • ~ • ~ ~ • • ~ • • • • rrr ~y.M • • • • K• i 1• • ~ J r'~ ~ ~ r • ! • • ~ ~ I • ~ . ~ • r ~ ~ • • •i ~ •
rlrn • y • I i • IM• j rr' j . ri ? • • • ~ ~.vr • = i• y h•~1 • ' • 0 ~ ~ ~ ~ ...1 ' .1 . ;
I ~ • • ~ r" ~I`~ N P.M ~ 1 • i ~ t • ~ . • ~ ~ f ' .•1•~ • • • ~ s ' / ~?U ~ ~ LI ` 'AVM' L~ ` rw 'N ` ,~vwJ •M ` ~ww 'M
• . a . • . • . . • ~ t • ' v
_,~r? R .r~"~ ' S . ' • rr.r"~ ~ I ~ ' .1 rr•+ X . t• ..;.s• , • . POOL
} .1 ~ ~ 1 t •.i i•: ~ ~ L . ~ • • ~W •'vM. •N • ~'wwI i ~,i +tj'~./~,t Jt•~ 1`1]}x- j. ::3~
~,rr+r f ti . itt t i • •ri? _,~.r • . • • • . • ~s •r.,,; • tir; , ~ . ••a~: ~
• w ~ •t r•~r ~ J ~l ~ ; •M •t t•1 i •r • w ~ ` ~ • • w • vwM, tiw ~ J?4r •,vwif ~M
1 ~ • Mi •M'I ~ ~,~v ~ M'- ~ ~•i•~A M••'" • • ~ V• ~ • I • M . • t two • t r S• t t~ f f Y. ,~.3
~ • ~ _~+'r • M ~ •i• • ~ • • ti r• • ~ t { I ~
r'w • _~r • • i _,r+~' • f . • y ~ t ; . . Q :~•.•r ~ 1 = • • • ~ t ~ ~ r i \ ` i t ~ f1 ~ ,t fi ~ 1
~vr'" i1•~ ~ • . . ~ , • 1 1r t.., r . /~1 . • r 'w
.sr'.'"_ j 7 • • ~ ~ . . a• ~ Z ;l...i ~
~J r ~ • • ~ . • ~ r1• ~ ~ s • r ~ f r'' •
. . s . • • ~ ~ M by • . • ` • • • 1 ti • ~ •rI •I • S
~ • t • t • , • h
~ ~ t ~ i. ~ t. • ~ i ~ • ~
E..~ 1 . f
1 . • • • ~ •r • bb • • • ~r . , .
-1 y Lr t • ; ~
'0 ~ ~ O i . • ; ~ ...1 ~ ~ . • lY ~ ~ r . . M••~• ~ j. • 1• • 1• •
J' S •p••• • _ ~ N~t••• r •f li•• i ~ • ~ , ~ i•
• M • • • • ~ t • r ••A v t • • • • Y' • • ~ ~ • •
N ~ o • ~ 1 ~ ` \ ~ r•• • ~ • ` • • 6 00 ~ , • . M 3 .p
n 0 o x • z o • . • M• • ~ •r•N w • } r• r
t1~ Z ~ cn 4~ • ~ ~ i • • ` ~ • i~ J t
~ < ~o ~ C 4 ~ ~•NNti ~ • V~ Civil Engineers • Land Surveyors • Landscape Architects o
-t C~ o /f • ~y • ~ I ~ •'1 • • • . . • Ir.! ~ anners planners a Geotechnicai Engineers • Environmental Engineers 215 Bynum Road 0
2 0 • Forest Hill, Maryland 21050
•~rrN • ~ •M• • t • ~ • Phone [phone] Fox (410) 838--1811 N
~ ~ ~ ~ t• • ~ ~ • • ~ . E-mail., cnomailOcna-engineers.com
z ~n ~ ~ h~ i• • ~ i? • • • • 1 » ••r . r 764.00 ti 1 . ~ . X4.00 '
~ E • r• • ~ y ,S•• . /t• ~ RIAN AND LANDSCAPING PLAN
r.r • • •r; •t• . ~ib4.00 .{t.• • • 4• • ~ • ~ • / ty ~ ~ ~ / 4.00 ~ 3 ~ ~ / i FOR o
e • • r ~ : i• f. , P• j •/i j • o o •
.:i••• ~ t y 1 • ti Z t• ~ r E ~ATH BRANCH
• •~r ~ . ~ • f ~ q . : X f ~
r POOL • ..d ~ ~ • . ? t t v • y • ~ ~ ~ • ~ rREAM RESTORATIO."N.
~ ? ~ ' t t•r •4 • •rr1 . ~ , . •ti • ' ` • ~ 1 ~ t . • t = 5 . • • • ~ • ~ ~
.5 r ' F COUNTY o~~ NORTH CAROLINA
• . ; t R• ;t''• 4 ~ ~ . ! • ••M • ~ +Mr. ...w...w
~ ~ • ~ • ~ ~ Date: Scale:
• { •1 • • • •r x loo /n7 ~ t~'
i . • • • ti k0\ . i f..~h V' tiri' V I •
!b' . Drawn By: Job No,
f TCL %
MAT FOR CONTINUATION CHUNE STA. 19+00 SEE SHEET 29 TK~ 05058 Design By.
cis Shoot:
~tts~lr,.'I.ary~anci 2~518~ f'~lU)`~9~ 214 < Review By.
1-11 8 of 30 CRC Z

4
MATC UNE A. 1 00 S F H 9+ EE SHEET 28 OR CONTINUATION
tai ' • _ ~ :w} ' 1 ; ~ ~ •w . JAY, S • E ~ ~•~Jr
• ~ ~ i , J . . .
'•r ~ i ••i 1 r r ~M ~ i • • • ~ • Nt 1 • t4 . 1 ~ 1
• v~ P G R 1 ~ .•r, ® f • P G R ~
i ~ y.~ ' ' r. • r'• ~ ~
N •r•• •r• •1~ :w ~ `I • X
i V~r.~• . ~:i • • ,C.r 1 • "v • 1.. 1 r
. A r •ti • ,
i ~ • ~ • r •,rr; • • ~ • _
ti t ,y. • . f ~ . POOL r ~ j X .
i • • • . {f•« ~ ••t i 4' • .
i ~ ~ •'i • ~ 1 a ti ~ • • . s r'• ..r ~ .t
.i. :r .
.1:• 7~ Z•• • ~ • wi ~ ,per V • . , ~'V
~ t ~ 2. 5. J~ ti t~ ~ . .
i • •r • Or • • • • ? • • • ~ M~~
i ~ ff 4 t r~ • • ljr ~ • • ~ • r.
r • . 1 M
~J •1 ••~r•~ ~ a• 1 ~ •r + , ~ • r ~ 1 `
i N ,.yti r . • ~ ~ ~ • ~ ~ • f ~ ~ ~ ~ ~
J ~ • ' • ~••ii ' • ~ • . r • PROP. FENCE
v 1r / ~ fr ~ • ~ • •i • •r 1 • I •N •
• ;t ~ • ~ • . •;J J~ • ,i • , _ 0 ~ I' ~ •
• • ~ ••i •••h,••j I • • ? ~ ••i • •
•••1• ~ ' ~ •••i•, • . ' • M •f ® • r
i{ +t • • Sr I . 1 ' • i ~ ....•..•...r.r.r.,.•..... .,N..`.......~.~..,~.. ....N..MIIUIMIMMMNN. IJi1U1..N.
' r ; • • MN1 • Mr rrrrYM•MMFMY~MMrMrr..MY~r~~'M'WYM.r , N Mr ` n•a••r~,rwrrrM.rwr,wn•••••rw•.+rrrr • • • , ~ rr • II III + Y i4 ~
~ N m J. . M ~ • • / , 1 ~N f/~ ~ ANhMn.My ...N.MM~ /H MNMiY f .i? . Y'_ 1
• •Z •h ••i ~ ~ ~ • .r • • • ~ ~ i ( ~•wr•.I ~ w ..,NM..... (V
• w I I r•••• r • ~ N'"t •""w•~..,,
1N~ N • • • ~ , ••••a~•••Mw 6 . wMn•. • • : r ` • • • • ~ , , •.r•.r•n.rr r.•••....M•,•, " _'~'~~NIA wMMMM~ tiM.N...,. ww..~ C1. ~x
• • ~ • • ~ ' ~ ~ V, ~ •••+r•r•••w P ~y ? +w..1.M1.iI.V .WWM..YM NMHM.~M A~
O J
'z ~ r' • 1i• •y' • ~Mw.~wM. ...••ww.gr
G 7 • • ' ~ ~ • ~ v ~ ~ c
C~ •i P
O Z '0 1 . s • ~ f~ ~ . ~ ~,,,...•w
. • • POOL ~ ~ ~ . . : ~P S S
'w • e ;
2 ~ Z Z ~ ~~~4 • i• YO ~ .fi P~ • • •Q,• . ~ • • ~fti t
- ~ ~ ~ , • ~ ~
O ~ ~ 2 cn • • ~ ~ ' ~53.g0 ' rw : ' vF 11 /
X ~ ~ ~ • 1, ~ ~ i . ~ •ti• ~i
L q ~ ~ • M 1 • • f
O Mme.... 2 / ,.,.,....w.. t. ~ . . ~ . • • • e• ~
~ • . . ~t a • .
` . 9 Z J? . 1 ' • i N ~ ..M ~ Z • ~ 1 yw. ~
J J M.
. i • / . r~ . _ .tip : a~. / ~ + f L M ~Tw ~ ~ ' f,, 1
~ti. $
r4` N~~,rw ~ M ~ ! . ~ ~ ~ r O ~ s'''" -''r"'
t~ y ~ . ~ • • i •f { ~ ` y~.+~' • ~ • • ~ •
.•s•~ . • A • M ~.wr . ~ • ~
N •~.••'a' • K' ~ • ~ ~ K • ~ 1 j
, ~ • . ~ . • . .rrw~•r. N'" K • wr••w.Mr 1
~ . ~ • . PO """"""M
4 ~ j j ,1 c /
~ti ry ~ •h ~ t ! /
•y1 ~ 4~ 5 . r'
~5 •t 'ti., '•ti ~ 1~ .~4
/ ~ ,........w.
• 1 • N... MCI.' MMMMM4WyMw~ M .www..,nr j ~
r s .
X ! M~~~Y
PROP. NCDOT BRIDGE ~ ~ ,r f .r"'
1 ~
,.r ,,,..N'"
a
s V
.3
Civil E Planners Civil Engineers • Land Surveyors • Landscape Architects
tanners • Geotechnical Engineers • Environmental Engineers 11-1
215 Bynum Road o
e 'ears, serve ors do landsca architects Ph ~~~~~~~~~ARiii,, RIPARIAN Forest Hill, Maryland 21050 Phone [phone] • Fax [phone] N
E-mail: cnamailOcna-engineers.com ~
RIAN AND LANDSCAPING PLAN
~ o~ ~i
2 FOR
= a ' ~ BA 5 ` ATH BRANCH
,...E.•~-~~ ~ STRE ~,,~R~ c,~?RO~~~~~~~~wa 'REAM RESTORATION..
5 to
1• F~RSYTH COUNTY Nom cnROUw4 ~
Date Revisions Date: Scale: ~
U c
6/22/07 1 "=20'
Drawn By: Job No.*
E T EKS t3 ~~JL~NG> L TCL 05058
Design By,* cis sheet;
1~1~ Ind, Jarr~t s~nlte, MOW ~~084 ~41a} ~~2- 164 Review By: a
CRC 29 of 30
Z

\ PLANT MATERIALS AND PLANTING METH 0 D S
~1..~, 5. Plant Pruning, Edging and Mulching ~ ~p~, BOTA~NIG~L. a. Each. tree, shrub or vine shall be pruned in an appropriate manner to its ~g '1.~NT SG~~i'~UL~
A. Plant Materials 5. PI The landscape contractor shall furnish and install and/or dig. ball, burlap, and transplant GAEL. / GOMMON NAME 51Z~ NOTES
all of the plant materials called for on drawings and/or listed in the Plant Schedule. a. particular requirements, in accordance with accepted standard practice.
1. Plant Names Broken or bruised branches shall be removed with clean cuts flush with ~ ~o M'S5A 5YL1/ATIGA / HL~GK the adjacent tn.ink or branches. All cuts over 1" in diameter shall Po 23 PL-~kTAMJS OC.GID~MALIS / 5 be painted with an approved antiseptic tree wound dressing. ~ 21 q~q ~ o,~ L~GK 6UF~1 2' GAL. t
Plant names used in the Plant Schedule shall conform to "Standardized Plant _IS / SYGAIHORE 2" GAL. w+•
Names", latest edition. OAK 2' GAL. ~
2. Plant Standards b. All Trenches and shrub beds shall be edged and cultivated to the lines c~a ? GiUERGU5 PALU5TRI5 /PIN OA shown on the drawing. The areas around isolated plants shall be edged ~ ~ p~,~ ~ W~~W and cultivated to the full diameter of the pit. Sod which has been ~ ~ ~ ~ o~ PIN OAK 2' GAL. ~ ~ Y ~
AU .plant material shall be equal to or better than the requirements of the "USA b• LLOW OAK 2' GAL. t 'ti` ~'k,~°~„~ 2' GAL. .tr ~ ~~t. 3 Or
Standard for Nursery Stock", latest edition, as published by the American
Association of Nurserymen (hereafter referred to as AAN Standards). All plants removed and stacked shall be used to trim the edges of all excavated
shall be typical of their species and variety, shall have a normal habit of growth, and shall be first quality, sound, vigorous, well-branched and with healthy, well- o~eas to the neat lines of the plant pit saucers. the edges of shrub TG 10 T5U6A GANADEN515 / GANADI areas, hedge trenches and vine pockets. ~ IANADIAN ~MLOGK 8-IO' Bd B ' ~ " F ' ~ n ' ~ ~ ~ s N +
furnished root systems. They shall be free of disease, insect pests and ~ ~ ~s J 7
mechanical injuries. c. After cultivation all plant materials shall be mulched with a 4" layer of cv s2 GRATAEuUS YIRIDIS / W4WT}I tan bark, peat moss, or another approved material over the entire area ~ F~AMR~IOR~I 1.5' GAL. r { 3sy
a. All plants shall be nursery. grown and shall have been grown under the
same climate as the location of this project for at least two years before of the bed or saucer. AL. 41 AMELAWGHIER LAE1/15 / S~R1/ 6. Plant Inspection and Acceptance cG y5 G~RGIS G/VrAD~N515 / R~DHU The Department of Planning and Code Enforcement Review Official M/ 23 H~AMANELIS YIRGINIGA / WITG4 shall be responsible for inspecting all planting projects on a period ~ ~ y~ p~~~~~ ~ basis to assure that all .work is proceeding in accordance with the / S~RYIG~ERRY 5-b' B3B ~ ~ / WITGH HAZEL 5-b' BiB
planting. Neither heeled-in plants nor plants from cold storage will be
accepted. 6. PI b. Collected plants or transplanted trees may be called for T by the landscape architect and used, provided, however, that locations s and soil conditions will permit proper balling. b 3. Plant Measurements a All plants shall conform to the measurements specified in the Plont Schedule
...1' ~ / BLAGK HAW 5-b' BiB ~ ~ ~i ~ y,
i.
approved plans and specifications. as ~ a.ws rA ~ sr~oon~ 7. Plant Guarantee cA ~2o cow~u5 ~ / s~ucr All Plant material shall be guaranteed for the duration of two full growing ~ 62 ILEX YERTIGILLATA / WINT~R9 seasons, after final inspection and acceptance of the work in the planting project. 00,
as approved by the Department of Planning and Code Enforcement Reviewing Official 7. PI a. Caliper measurements shall be taken six inches (6'~ above grade for trees Al under four-inch (4") caliper and twelve inches (12'~ above grade for trees s four inches (4" in caliper and over. P~ b. Minimum branching height for all trees shall be six feet (6'), maximum e eight feet (8'). a, KY D~06WDOD 18-24' GOVT. . ` j`~-.• ~
QNT~R9~RR1' 18-24" GOVT. k~' - ~ ~'ef
Plants shall be alive and in satisfactory growing condition at the rte pis RI~JS AROMATIGA / ~RA6RAN end of the guarantee peflod. Rt~t -t2 R4BINIA HISPIDA /BRISTLY L a. For this purpose. the "growing season" shall be that period between the ~ ~ ~ ~ A6RANT 5UNtAG 18-24" CONT.
STtY LOG1~'T 18- 4' GOVT. ~r
ARROYVWOOD 18-24' GONT'. ~`j
c. Minimum size for plcnting shade trees 2 1 /2" - 3" caliper 12' - 14' in ' end of the "Spring" planting season, and the commencement of the
height. "Fall" planting season. .
e. Caliper height, spread and size of ball shall be generally as follows: b. b. Guarantee for planting performed after the specified end of the "Spring"
Caliper Height Spread Size of Baii planting season, shall be extended through the end of the next following
2 1 /2" - 3" 12' - 14' 6' - 8' 28" diameter "Spring" planting season.
3" - 3 1 /2" 14' - 16' 6' - 8' 32" diameter ~t,cfw i
3 1 /2" - 4" 14' - 16' 8' - 10' 36" diameter it 4EM,
4" - 4 1 /2" 16' - 18' 8' - 10' 40" diameter w ~x ,r
4 1 /2" - 5" 16' - 18' 10' - 12' 34" diameter w t
5" - 5 1 /2" 16' - 20' 10' - 12' 48" diameter i~ .t
5 1 /2" - 6" 1 S' - ~20' 12' - 14' 52" diameter 6ENE All plant material- shall generally average the median for the size ranges indicated 6ENER~L NOTES + , . ~0'~ ' T4 x'L'~~i try. ~1'!~'4V BOULDER STEP P NOrT TO SCALE s ~w
I. A~II plant matartals shall ba nursery grown and shall conform to
above as indicated in the "AAN Standards". ~ • p`~ ~4merican Assoclatton of Nursorym~n, Inc. standards.
4. Plant Identification ' Legible labels shall be attached to all shade trees, minor trees, specimen shrubs 2• A~ 2. All planting pro~sdures and sp~~tftcatton~ shall conform to
and bundles or boxes of other plant material giving the botanical and common " names, size and quantity of each. Each shipment of plants shall bear "Landsc~e Sp~~lflcatton c5utdsltnes.
certificates of inspection as required by Federal State and County authorities. cam~rrswcae ~xw?ase POOLS
5. Plant Inspection ~~x~a~s
The Department of ,Planning and Code Enforcement Reviewing Official may,
upon request by the builder or developer, at least ten (10) days YYY
prior to the installation of any proposed plant material. inspect all proposed plant v .o
material at the- source of origin.
B. Planting Methods S' I~I~fA1 I I GOIIfNet NV SGOIIE IIOiDrl1~7@~1
Ail proposed plant material that meet the specifications in Section A (preceding page) rLIWIM~ I~%IH1!
aye to be planted in accordance with the following planting methods during the proper
planting seosons as described in the following:
1. Planting Seasons S~iZUB PUNTING D~T~IL ~ ~•o
- The planting of deciduous trees, shrubs and vines shall be from March 1st to Vii'
June 15th and from September 15th to December 15th. Planting of deciduous
material may be continued during the winter months providing there is no frost in the ground -and frost-free topsoil planting mixtures are used. r•'.e
.y ~~~~5
The planting of evergreen material shall be from March 15th to June 15th and F`
from August 15th to December 1st. No planting shall be done when ground is I ~.t
frozen or excessively moist. No frozen or wet topsoil shall be used of any time. {f~, 01
2. Digging 10' PAVED PEDESTRIAN ob
All plant material shall be dug, balled. and burlapped (B+B) in accordance with the "AAN Standards." 'a: . 44ND~ 12.5' MM :~GOMPACTE . ~ . ~ . ~,a ~ ~
3. Excovation of Plant Pits e
The landscaping contractor shall excavate all plant pits. vine pits, hedge iIOL~!'N~1! Or 111 S IC/~If , ~ ~ ~ a ~ . ' i PROFILE
trenches and shrub beds in accordance with the following schedule: rC4 .'P
a. Locations of all proposed plant material shall be staked and approved in ~~.~r,'~' 2 `1/.~''HOT~.MIX ~I?F~IAI.t ~AND~~1 r~n~ a4 Nam , , :s' " ' . ' , ~ . ~r~°"e~~in or err. ~i~s ~e a*°°~° R~r°
the field by the landscape architect before any of the proposed plant
material is installed by the landscape contractor.
b. All pits shall be generally circular in outline. vertical sides; depth shall not ~C ~nr~eet~w.~ Q i € 0~..1Q(j ~ 3/
be less than 6" deeper than the root ball, diameter shall not be less than two times the diameter of the root ball as set forth in the following . , QED ~ O t~ ~ Y f
schedule. ~Qo ~~o
c. If areas are designated as shrub beds or hedge trenches, they shall be ,
excavated to at least 18" depth minimum. Areas designated for ground ~ r~~ ~ E1/EfiZGREEN PL~NTI NG DET~ I L '-'C~~ " ~ R~~~ ~ ~Jt ~ . r.
covers and vines shall be excavated to at least 12" in depth minimum.
d. Diameter and depth of tree pits shall generally be as follows:
Pit Pit OQD ~~~`~'Ca~l~ OT a~ ~1~ ~O Ca C? Ca ~x
Plant Size Root Ball Diameter Depth ~OC~o
t~~~ ~~~~o~ ~ ~ ...1~. ~ rnO ~ ~C ~~oo ~ O ~ i.
2~° - 3" cal. 28" 56~ 24"
3" - 3'~i" col. 32" 64" 28••
3~" - 4" cal. 36" 72" 32" ~ suecw PEDESTRI~~1~T T SUBGRADE
4" - 4'~i" cal. 40" 80" 36" BOULDER CASCADE
4~" - 5" cal. 44" 88" 40" J
5~ - 5~~ cal. 48" 96" 44" ~Idls p011A~ M A I~ILT TRAIL SECTION ~T S~ rn
5~" - 6" cal. 52" 104" 48" Or 71dt r101YC NOT TO SCALE 1 T~I~O~Or o~ CL
A 20~ compaction figure of the soil to be removed is assumed and will be !T/~ J
allowed in calculation of extra topsoil. The tabulated pit sizes ore for purposes of uniform calculation and shall not override the specified depths below the Civil E Planners Civil Engineers • Land Surveyors • Landscape Architects c
bottoms of the root balls. iMl! canners • Geotechnicai Engineers • Environmental Engineers m
4. Staking. Guying and Wrapping 215 Bynum Road $ Forest Hill, Maryland 21050
. All plant material shall be staked or guyed, .and wrapped in accordance with the Phone [phone] • Fax [phone]
following specifications: ~~~11~5G~i~~ ~L~1~ Gt G~~~~~~.. ~OT~S e ~ ~?8~ serve ors do landsca e architects Ph IB6, WiEN NOTED ON 11~ PL.ANT LIST, ARE ~ UPOW 11iE F~RAPHIG 5YN~01.5 SHDV~1 ON TtE DRAWIW65. ~~~\~`11CA E-mail: cnamailOcna--engineers.com
0
a. Stakes: Shall be sound wood 2" x 2" rough sawn oak or similar durable NOTES & DETAILS
woods, or lengths minimum 7' - 0" for major trees and 5' - 0" minimum r-a~ GONTR^GTOR 5F1/1U.. PRD'VIDE NrD IN5TALL THIS PI.p DIFF~BrGE 15 ~lArD B~1Y~l TFE QUAN'fl'fIES NOT A ~"'~ie~oo i ' w~c a. 6ROIR~D coN~, eu.eb, P~~las, Arwu,4L5 Farm VI s~ r~u cM wax. ~ rat 5YN801.5 51~OWd ON TFE ORAWIN65. 'HI5 PLAI~f MATBZIAL H~~5ED UPON 6RAPHIG 5Yh~01_ C~IIANTITIES. GONTAGT 1.AND5GAPE ^RGHITSGT IPA ~\~~'~N... ;40~ 5 NOTED IN 1'1~ PLANT LIST AND ThE 5YMB01_ GOUPIT OF MATERIALS SFIOY~1 ON THE DRAWIN65. ?~Q''. F ES S j • ~ I ~i
for minor trees. b. Wire and Cable:. ire shall be #10 ga. galvanized or bethanized annealed FOR o 0
steel wire. For trees over 3" caliper, provide 5/1.6" turn buckles, eye and ~ AND VIPE QUIrNTITIES SHALL 8E A5 NOTEV IN TF~ f'I.,AMT U5T RE6ARDLE56 OF TFE N1h6FR OF 6RAPHIG ~ a
eye with 4" takeup. For trees over 5" caliper, provide 3/16", 7 strand - - BA , E ATH BRANCH m
cable cadmium plated steel with galvanized "eyes thimbles of wire and i ~`r~°e°~~ ~ ' '~'~s•' 3. GONTR/rGTOR 15 RESP+ON~181.~ TO YERIFY W.L UTILIT s' ~ ' ~ •t' r _ o~ ANY GROUND HRF~ICIN6. UTILITY 1.OGATIONS PRIOR TO PLANTING MATERiN.. IP GOI~LIGTS ARISE, GNI~, MIG. M15T 8E WO'TIFIED PRIOR TO ~ ~ STRE ~
hose on trees up to 3" in caliper. REAM RESTORATION..
c. Hose: Shall be new. 2 ply reinforced rubber hose, minimum I.D. sow ?rxtuat
"Plastic Lock Ties" or "Paul's tree Braces" may be used in place of wire cdi~c sarno~t v Mr. /~~~~/llc j~j jR~~~~\\\\~•~~ 1 FORSYTH CO~MY NORTH CAROUHA
and hose on trees up to 3" in caliper. Date Revisions Date: Scale:
a. All trees unaer 3 in caliper are to ne pianiea ana SIQK6Q in accoraance 6/29/07 1'=20' m
with the attached "Typical Tree Stoking Detail". All trees over 3" in TREE FLANTIN& DETAIL i
caliper are to be planted and guyed in accordance with the attached Drawn By: Job No. ~ TCL
"Typical Tree Guying Detail." RE K%. --ON 135058 Design By:
41t1~ G~2 MI6 Cis Sheet:
2~ ead, ~xrret sv~lte~:~!Iaryi . '00'. Review By. 30 of 313 ~
CRC
z