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~ 6' PVG Weser Lino CTyp~ /'~A yP FORCE MAIN MANHOLE
~ ~ Shown P'or Raf~rence Ottiy ~ ` \ ~ ICS p
TREATMENT PLANT
\ \ ~ ~ ' Plvn Prof il~
/ ~ w~~ ~ . l
~ L~~t station ~1 ~or~e Main 5~~ ~.3+5U ~a C~utf call
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270
1
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240
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11 milli
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. ~ ~ho~rn Por Reference C1nly ~
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or ~.n ~rizontal 1' - 5(Q'
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cr) w
Q fi
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270
GL GQeney
auw~ erg Chuck
2Go0 aft of
i
11- Oct 14
--.Yr e' PVC 5 Llr C yp) -
X50 ~ _ v _ F r~itsfi23 250
SC~Lf~ tls. shown
240
woo . 230
- PVG F re Main CTyp~
--.MOV Palo
2~G
220 - ..._l,if t ~ e~lran #
~\~~t~ttf~ttrri~r
`x CAR 'f~,i
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Fri
L - Y-1
RcvksEO: iz-os-os ~
7 8 9 10+00 11 12 13 1 11.1 NIPPON- / L -09
O+OQ 5+00 6 Now I
v . . ~ n . ~ a,:
8" P'VC Llne Cl"ypa ~nswws
i , ~ , , o~rE
i . 1T Jul X15 Chuck
~~~1~' Sewer E~~ement ~
i ~on~~ruct~lon Limi.~tg CTyp
/ i
• ~ i i
e
122 ~ ~ 21
~ , . ,
~ / ~ ~ r 5~dlmen~ Fence ~CyT~-~--
L~ FT s-cpT ~ n~ , Rork Gheck Dam C~'yp~ ~ _ _ _ ~ 2
. . ~K. p
' P. } ~ 0 R
} i ti R 0.. 0
i i M,Ft B12 i ~ MH N1 ~ ~ r. ? ~*~r~a. . a e i iw~www i - Nwr~Mrii i ~ . ~
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•
. _ ~ ~ y r ~ 2.70 O~S1Gd OY= CL G05fICy
" ~ Y IP ORA1116Y? Chuck
~F A ~ , ' - ~ ~ha r ~n
AT -
41.30, z GOQ -v 17 Oic25a
240
2.40 m . -Typ
250 2q._5 F VG 5 Line CTyp 0.021 a
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i loli4 9
mH Hl B12 mri B13 MH 11 MH l
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0+00. i
4
~ ~ 8` PYC 55 Llna KTyp~ / / OAtE . 6Y
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~ ~ ~ _ ; ~~i / ~ / 17 Jul x'15 Ghuck
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I' > ~~R ~ a ~ \ ~ Mt't ' ~ E2 - - - ~ q+(OO . Ga 3 6' o G Writer l,N~es CTypa ~i J ~ ~ ' ~ 5h wn For reference, 'Only
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~ 7 +01.7.4 , - ~ ~ ~ ~ ~ ~ ; ~ ~
i ~ t 8q ~ - ~ ~ p _ f ~ \ ~ Rock Gheck pin tTyp ~
- ~ ~ g ~
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r Easement ~ ~ ~ ~ ~ ~ Mt't E5
~ ~1 . • i ~e~limen~ Fence ~Typ~ , f ~ ~ ~ - ` Gon ~ruc~ion ~.imi
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X13+37.5q
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r
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_ ~ _ - ~
s \
Pir~n + ProfIIG
o.~oc~ ~.Q 1~+~a
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~ _ Scale= ~cale= Norizont~l 1` = 50`
~ ~
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4 CV)
'V' r
to io
2~0 - ~ - = - - - - - 270
C~s
_ _
260
T2,587'•:2 2.50
Exis aad CTyp~ - ~ ~ ~ ~ pow
z5o_ - - - - - - - - - - - - - ~ _ 5 .5Q ~ W 250
f~ o
24Q ~ ! _ - __----v-~.__ _.-___~~1._~ ~ ~ ~ i ~ J ~ . b' I~' ~i5 C7vD ~ ~n nsi~ I 240
1 _ - -
0. k-dr
- 234.241.00 ~ ~ •-00-_- 5 ~ .C73C77 civc;k
pow .230 KJO
230
17 Oct 94 :
2
010 ~..WZ
qoall
220 . • ~ ......~w.rw.rv.....wW+~+rr~r+~+m~. nw..+~w.nrw-r++n++~.r.wu..~r .w~ww~ ~w~w~.y~rnur .a+~.•~••pv.n~- r.rr...n. 220
. M now"I low i
215-005 as shown
S = 00341
S, 0.0345 21CJ
.0.0187
w
le.
U T JOL T F
. ``t~tt~ttrittrt?NU~y~ -
r~ 'OFESSt~,y' L .
MH 13 2 MH El MH E3 I ~ Y E Mkt E2 I MHa E
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~~lt t J J f J I N t l l it 0ttit
- 5+00 -JA
-ro M~4r~~o~E
Seta.) (~2 Pc.. A IiU'T OAfE; _ pp
~ `
~ 17 Jul C15- Chuck
. . .r' r.~
R. J /
. .r ` ~ f;.,,
ti . ~ ~ 18 8 Mkt 1~ ~ 5 ~ . G
;
. e - . .:187 $ 40+g4~70~~. •~±~~.72
R e r _ i
. p ,.j~. i ~ ~ ~ - e R
t ~ 84'8' ' i~''
,w. i • \ ro' PV(~ Wa~cr Line CTyp , ' ~
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l w ` ~ Shown Apr Reference. . ''r O'4~O 2~ \ \ ~ 1X13
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C7C1 ill ~ a ~'UG C1 S' PVC 55 Llne ~TYi~~ ~~J' ~...~111` .l~G~ 2~"1"~'Q~ ~.Q 't~'~'~ Scales Horizontal 1' = so' ; 4-mon+77
Vertical 1' = t o' b .
W n_
Q ~
_ t---
i V) rn ~o ~
~ ~'IMsh reds C ~ hf~' 1 h C;d r3
27o Z
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25 :0C3
•
w.r • f 8' VG 55 Ins CTy ~ , . l
~ .25 I G~~ I 25 2.5ta oest~ erg GL Gostiey
;r ""n ~ auw~ sr= Ghuck
_ r
245. O _ Rj
S = 005 - - S = U. 025 .41
243.5 ~ QA TO O,t q4 17
0. 330 I - -
13LKT\550G
qoq'
23C S = Q. 07Q _
s a owr~
220 5 = .0368 I,
I~
i
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H B 1 M H 1311 MHI B 12 m H 1314 M ff B15
7+24. 7 ! 4 0+ 4.70
28+q 4G 3 +18.2 3+74; 7 1 -y ,
• 1
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'l
29+00 30 31 3 2 33 34 35+00 3~ : t2-o ff 43+40 37 38 3q q+0~ 41 1~ n. JJllifllll11t111` V
_ . MFt B
7+45.~~ Lade ~~arolin~: AIft py
17 Jv.l huc
f,,,. 5 invent fence CTYP~ Mt1 B5
:''~Y ~ . ~ 13+89.89
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f
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d- ~'rof lle
a~~ O+QC) ~0 14+5Q
w M~'. ~n 'iz.ontal 1' = 50'
'ertical 1' = t
Cl) LLJ
f
_T_
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w
A'
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LLJ
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. ..~..........~.Y... 1..'.; cy.
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230 23
~xi ding Gr e CTYp t 51G~ ~Y C;L Go6ne: Y
M". 6Y= Ch' k
2. 2 0 22 22.E
215.95 - 6. 3, . 17~lro
2 4.38 5 C)5
oAfe 17 0ct q
15.75 IZ~ P VG 5 t,lne 1`yP) o~ ~o
210 214.5
Oqj
9 own
5 O.0002 O_a 25 0.0 025 4, 25, 15 = 0.0025
-17
~v f ~ t
L L 9m
`~~~~tt1111t(l~ilA)llp
j ~ ( I I
I ; MH 5 1 ZOi O~JV~~~
M~ 3 ~ "fit B4
lift 5tation MH B t1 B2 -7 . q3I q (5q 10+1
2 ~ + B 4 5 0+00 7 +4 q 3
r •r„ e ...S:e. YxMAaaN+i ~ v.ry+.rmr~MH~ NWr^o-a r
OAif by
1 17 Jul q5 Ghuck
'
. ' -
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' ' ' /a! .
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J ' S ` ' ~
~ ' ? ' `
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,t w
i. i ; ' ~ ~ . f:. 5hdwn fc~- R~~~renc~ Only C Q.
Y •w« . a 4 ~ , I 0
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min ~nc~
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MN G~ q+ 6.77
45
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w ~ ;
• m Iq ~ •
e, ' r c ~ c
~
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ne , , r ~ , 47 4~
1l.' { • ~
p
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~ ~ Plan d- Proflie
' ~ - t ~~a Ling 'G` Sta Ca+(~C) to q+27
~~.~la? Horizontal 1 ~ 50
Vertical 1" ~ ~ o
c~
~ M
-
0 to~
' ' ~
~'4:
4d
~~Q
Ftnish Gr de ~Ty ~ U
. , a ~ .....r+~ ...r... " . . ~!~µr.w..a+Yn.w..ww..H.w
U.
'
.........-...+.e
?T~~~ ' ~~~de ~ Y~'~ - :,:.r --~`_PV `Wi~~Eer ~;(ne ~~'y 5 - a
T _ Shown for Rcf r~r?~~ rily ~ -
_ _ _
r ~ ~ 24~ .oo ~
---f- - - - CL Gosney
~s anti er Chuck
w..+ ~-w...q...+ 2 ' . . criGtc er:: , ~ ~n
PVC. S Line Poe C P } _ ~ ~ ~ L 250.
.~4 21.00 ogre 17 q 4.
BLK\55G2
- - ,lam ttl. .
220. ~.O..OZ54 5 4
000
44 18.(oQ
0.044
- S = 0.02 1 _ - ~ - -two
i
Of
CSR /
MN AG , M ~
MH G MFi G4I
0+00 2.+ r .q1 3+q ,74- +80.1 7 +2G.7~' I I ~
s 72 1
i I
•FyGIN~`;~``4
a+ao _ ~ z 3 4 5+00 G ~~fiirr!!ti J tt $ Itl~`~~~
7 8 9 10+00 gurseo: 12- 0~
-Mvwww~.l oil
IT Jul 95 Chuck
i \ ~ ~ I I
7 I I ` -
iii ~ ~ ~ ~ ~ ~ 5 ~
i v 3 1 ~ ~
F~V~ Wa er Lln~ C e y~J\,
/ ~ 31 ~ shown far ~~ference tail
Mfi A13 h
\7_748.16 ~ \
/ f \ 2 / Mys _ achman _W
17to"22'4rv'
_ ~ Ff A17 ~ x.04
_ q-+.27..05
~e~~ ~ A1.~ ~
C
37 7.43
1 ~8 P SS Line CTyp> _ 205::
I ~ 2~7
\ Rock Gheck D 2Oq 20~
~ . j \ 211 I ' 210 2O8
tl~ ~ N
\ o~ i I 4) ~
1.
A n~i Q
I ~ o ~
~ p
T
30+10.80 - -
- 0 p ~1
Plan + Prof ile
R A V
Ci Goachm~n Wray ~-~~a 27+OQ to ~q+2
Sca[e= htorizontal 1' = 5O'
Vertical 1" = ~ a'
7wT `Z _ - - - - -
0
~ M
w
Sediment Fence CTyp~
Q ~
- - - -i-- _ U ~ V N
(7 cp
VII
r/j
f VG aver L6i CT' J 280 280
- pawn fa Refer' nce On y
~ _ 270
270
N U..
- - ~ ~ LLJ CV)
I ' ` Z~ .00 ~ ~ 2~OQ 2roQ Q ~
..r.- , LIa Q
U4
r~ 25a 25(a o~s~ er' GL Gasne
oRnx~ ar• , Chuck
5 0.0~ ~
_
61~` R,1B
247. ?-47. 0 240 2 40 OKr
o+ to.
4 5 0-0571 13LKT\ 'a 5G.
41- - - - - - - I 2,30
0 OAL
230
as. shown
Bit
225.8
2R5. 10 00 .0.0578 22 i
ZZO - 220
210 21
210 . ..w.+..•-»w+......w.... a+.~..~m .n-aa~ ..a.rw, w..wm'.vnw •..,.......wA»w•r.++. TM
JU I L
. ~ pttNitIH1N1Us
' n a •wa...«r..w.........»..- w!.~ ..,+w~.+~,e+..ris+M•....»+.. m..++.w«,r. .r+vn+ar+.... ,w.+,..+,., n....... _ ' .
t A14 MH I A 5 ~ Mfi IA ~ rH:Al7
2 7 30 ~-lo 3q • a 33+8174 37+3-.~r~ i , 3 +21.G . , N G I i . , c.
33 30 wt 7 d.e l1("1 3435+00 36 ~7 38 3 4~ rt~ _ ~ 40+00
r,
~ 7~~
~ '
I ~ ~ ~
/ ~ ~4' P VG PVG ~ Lin CTyP~ ~ ~ 17 Juf Gnuck
\ 3~ ~ /
• ~ - ~!l t / F
38
Mrt ~~2
25+82.1 1 dock Gheck b~n CTyp~
• y~ ~ ~ ~ 116' ~ ' ' 8
5 2 ~ I
05'2'3 , ' ~ \ ` ~ ~ ~ \
~ a~ ~
"P4k1. A13 .
27 4 ~
32
~ y ~ 3 4 /
MFG AS
. / _ ~ 135`4.8.3 /
~ 1G +4:.~.4q
OOPWAWM
+
/ , 5edimen~ e'en e CT ~ ~ +74.Q5
E ! j ~ ~P
~ ~ ~
~ ~ ~ ~ ~.~k~ .Ga . Carolina
soma
' ~
1
~ _ Like G~roOf~na
~
Ml~fi A Pian -I~ Pr -I~ Profile
. , . ~~ale ~ Nori~ant V~rt(c ~ 1~+~Q ~0 27+C~0
~a~t~~ ~ So
~rt(c~l 1' - ~o'
Cl)
LJ
to
cr) C~d
~P
.AJ
- - - - l ti Y~
W ~
~ n _
230 - ~ - --1 ~xi ing Gra ~ CTyp>
Om" Oyi
J 23 1 2 3, -65 2 4.58 Chub k
too "a 4P
25:00 220 KJO
220 219.53 ~ 20x.2 220 . 7 ; "P~ 20 17 od~t . 9
220.E i 12'uc 2 q.33. 1g2 1 2 PVG 55 Line (210 12uctile Er n P(pe
z1o
sty as shown.
= 0.0 025 5 0.002 ( S 0.0025 0 0 G 7 5 = O.DO 5 5 ~ .0025 ~ . 402 _
off
i 4
0
C~14
2%5
L I
``\`~`~~~~~urt~t~r~ir?~rrri
' 7 MN ~ Sz; sit
A A- 8 M A9 , N 'A~.~ ~ Mkt Al ~ M H IA13 N A 1
11 s s
1AG+4 4q 18 G:~ 1+75.70 2 +74.~ 27+ 8.1G 2 8AG
I
i i R C
R~~,g D~. ice- s-os
13 7~' 15+00 ~6 17 16 19 20+0( 27
tr^~~¢
I~tYISIRK
w
c o~ta er
.Ji . f jul q5 Ghu*c: k
. ' f JJ
1' o /,r 1 / 4 ~ A ~ ~
p. ' PVG 55 Lhe CTy~7
? . 4 " . « ~ ' / ,`3 ~
. r ~ . '
' t . f ;
r
' / . ~ , Mfi Ah / / 4+90.97
' .i..~. - -+51.53
- ~
F M. ~ ; ~ , _ ,r «
~ r m } - 0 ~ ' ' '
Q,
. ' ~ : . A ~ \ \ / ~
~ /r .1., \ \ / I \ 10
~ . , . '
1.
« , . , -
. ~ O > r . . ~ \ Rock Gh ck Dam CTyp~~ DI'44'49/ ~ ~ Vv
~ -44
" ' ~ 1 Garolina ~ ~ vii ~ /
. . ~ ~ IY] ~ O
. p;'.
}
. ' ' ~ \ \ ~ 54 I 53 91 ~7 / / MI1 Aro N 4 T
~ ~ / 12+79.27
1.' ~ e ~ I_ ~ 1..~LCf N
~ r `1 ~ ` \92.`y.23~/ ~
.
~ ~ ~ ice.. Lake Carolina
-T.a . . ~ a
.
. . Sediment. pce CTyp~ ~ 'G 4A
I ~ ~ _.-~~AS
c
11+0}.72
T Plan + Profile
e 1M
_ ~ ' Sta 0+00 to 13-~-50
i e' Ftorizontal 1' _
Vertical 1' _ ~o'
I
w CY)
pi N
i
f ~ ~ I - - b~
- to to
- ,.:..:......,...~......,w:..».~......
cr)
~ ,.::.....y..M-.~ V...~.:....
-
W a ~ U
a
M-
230 o0t~ erg GL Gosney~
Y
- ~ - Existing. Gre i YP M *v oy - Ghvr..-k
am OY= KJC3
11, or q4
9 W0041
215.97 - 2 5.2 A 21, G4 MIN o GO
WNW" -2 qoql
214::4
Scuff as shown
215. 4 2115-7-7
~ 5 = o. o~~ s 0.00 s o. 02. G, s = 0.00 G 0.0025
5 ~ O.OCO25. S - 0.002-5
13
AF
~ A~ A ' kFf kFi MH q4 N1N MH AC
MH O. U25 r ~ a
L if t t 6 1..~ira . I 4+3~. -?-22.G 7+5 .53 ~ i i 11+ .4.72 ~ 2+7q, 7
25.7
T, J•, ````N
. 14 ti tt tnr~ gt1~1~t~ t
0 5+00, ~ l ~ q 10 +C) ~3 ii CU lSEO'. 13 O - 14 Room-
2
i ORtt
/ I
I,/'
17 Jul 95 Chuck
11 ~
I \ Cyfivert + Dl~sip~tor # 5 I
~,i 24' RGP - ~~1.OQ7,
L4 = 07'56'43'
31+74.54.
R , ~ 18(7.00' Sin 31+7 T = 125a~ ~ I Basln #'12 a X 5 2+47.05
05
Stn O~*U~?
I t:
Grease L.~~ : Ghel CT ] B~~In #11
Sees C nnnel Deata Table Besln ~F13 . ' 2'~BJow OPf
p ~r 1q'42~5' visa C 1~ h?
Guivert Disslpato # 4 ~ = 180.0 T Spa 30+(~ 78 6' PVC Water line
24' RGP s=1.U~?. T ~ 31..27' PG to 29+78.82 v ~ N
6asln ~1 L = ~1.q3' , ~l~,~--~'' x I
Baal #12 - ~""'i J V c
~edimc t fences ETyp~ \ grass Lied Gh~nnel prat~a 4
P 9
5~~ X-Sec Mlnlmum Teem Llnin I
P7 Stn 2737 20 Green 5tratf ord ` l ~ I '
- '1~~I ~
2co+fJQ ~0 29+ PG~ t~ . 2~.+~ 2' 0 29+00 L y . Straw wf Nat , 00
r'VG 55 Line CT ~
• 29+00 to 31+ ~ ~ ~ ~ ~ ~ 31+75. ~ ' v Woven Pdper Nat ar Ra erencs On y
8' PVG ~.~e~ CTyp3
dome Vlew Gaurt C43`
Co' PVG WntGr Line ~'or Reference Only..
Oa-00 to 1+50 1+50 R v ' Oo~ble ~li~ergl~+ss Rovhg
Plnr~ Profile
_ _ Plan ~ Profile p ~
tome View Gvurt Spa O+C.~U to 2+4~
5celet Norizvn~z~) 1 50 Q
~tr~~f ord ~r~~n 2c~+00 Ica ~1+7~ t1L -
5cr~le~ ~torizon~ral 1 5Q Vertical ; 1' - 1~'
Vertt~al 1' 14`
t!1
W n ; C4
o a. ~
c~ ~ r
t~ p N p ~ j to
N ~ D ~ _ N N
~ N ,~N N N tr? N N
?R
:lam 00' a~ N a
? W ~
0O L~ 00` L~ O'
W H~lr:ll'
Q
Gt'~tr#e 5.Q0 7. Goad 6.6
made ~ 4,507. ade a 2.077. Gr~ada 4.837. m
aw Gobney
~~n m' Chuck
250 RJB
a~ 17- o - t q4
ring Oft 0 13LKT\RDCGON-q
-240
Existln Grads 240 q{7q1
Nh 6 ~a or
allow loft "M wmm Ina as shown
23C
n rya ~ ~ F 230
2
2~0 PYG ater Lin .040
` PVG S line yp~ 22 220 220: .zzo
Pvrli, I--- Volk Tv 220
12
FFo Re arence nly'
AO
AO
V
+Q0 31 3:2-1400 Q
26+00 27 28 2q 30
M1fq~f
C
A?iM _ K
~ 17 Jul 95 e
~ ~ f ~ ~ ~
r~ _ ~ c~ ~
Grass Llned Ghpruicl CTyp? ~
Sediment ~'~n CTyp~ /
Sadtmant F ca C ypa ~c tnne o t~ a s
~ ~
* ~ PT - . ~ ~ x " Stea C~+00 Sts 4+86.74 ~ I ~ M ~ ~ x ...i 2' 814w Q ~ 25`51'49' PT Sta 6+20.16
Gt~'vtrt t D~gipator #10
~ ~ ` YD' tt~P s~.50~ x
Basin #2Cf
4
x
r low&
5te +O+OG~ B sln #2q Basin #3C) 5ta, 5+77.33
I ~ I , ' R a 2UQ.00'
49
6' PVG W~a~ar Lfnd T ~ 45.92
L a °10.8' ~~a ~+~2.a~ Gr ss lined Ghmm ' I tTyP~ ~~T. flt o-
fii~t-D~~r' blur"'
r ' L O
to
49
G~' PVG Wt+~ar Lines R a 200:OC7
Grasp Lind Gh~a .~to x-~a~ Gh~nnei D~att~ r = Zo.il•
~ = a.oa~
ac Mtnlmum Temp Lloing - .
_ Full View Ga 3+25 to 5+q5~ L V
w GQUrt
Straw w~. Nei
5+q5 to 6+ZQ L v Jutc Net LM3
:w Govrt Pion + Prof Ile p 0`
Plan + Prof lle Point Vlew G - Full- Vlew: G ~ut't (~±C~(~ ,to Ga+2~Q - o+oo to 4*od R v
~~t~: N~~ Point View ~out'~ Sta O+~O to 5+78 O
OL
5cal ~ Horizontal 1 _ ~ 5J ~~t~e~ tforizontal 1 50'
V~rtiGa) 1' - ~,0" 4+0~ ~0 5+Q0 R t/ Wvye~n ~'cPGr Nct Vertical 1' = 10' .
o
`9
F-~ N
Q
t9
to to
ION.
o `T` ~ It's
o c~ ' u~
o ~ ~ ~ N Z ~
LAJ
u Q > ~ ~n ~
~i ~ >
L~*204' L~+ 00'
_ Grade -0.63
0.957. pD
Grade ~ ~..~p,g T: Grads G do ~ p, zoo -
GL Goeney
Chuck
. two r. - n kin.
KJO
xistin made C7 Ocot:
somww two"*"
250 250 Z 50 . SLKT\R,DCIO.--1
as bhown
FYG ter Lln 240 240 .240 240,
BMW
Zoo vG wo e~ L' 230 a50
23C)
r. -A L C. 12
a
Ile
. emu.
Ric N~ *A vd.
.ova .
T J. ~
O+U4 1 2 R 4 ~+UO ~ o+oo ~ 2 ~ 4 5+00
mom m*46 olf* MM" W4"" 11 ".""M
:.~_i.
i ~ ~ o~n n
i
17 Jul q5 Chuck
PG 5~~ 3 43.31 l
PT 3t 4+42.39. a I l /
•
5edima~ ~en~a CT YP~
O ~ 22'42'25'
~1'
R 250.00' ' -~1 fit!! 1C)+45.28 O
R = ~C3.00' ~ g9.C)8' 7=1 1.36' ~
L = 7.62' ~ G i~~ PG Stn 0+8 .44 ~ ~ ~ I V Q
rnss L.InGd Gheum~l C1'yp~ .yL
~e nnne a ea ~ fe 'Dt~sht #~31 U
Q o
I I
. ~ t~l
I u., o
I to ~ ' A
5tra 4+00 ~ PVG Water Llne
l ~ 1
Q N
....1 to
i
L'
Grr~sS Lind Gh~nnel Date
Ste X-Sac :Minimum. Temp LlninQ soon* 4 p
e C)+C)O tta 2+CU0 R V Jv~a'Net
Plan + Profi lle
~"'~'QQ tQ -1~"~"'~ 7+~ to 10+45 R V Clouble Fiberglass Roving
- - - - - f~igh -View court a~~ (~+Q Scale= Horizontal 1'
1' = 50'
Vertical 1" 1 " 14 ' 0
oc
0
cn , ~ CY)
w
a~
4~ n
o Q a~ N
o ~ N °o, ~ o
a t..
a - S
oN ~N ~N N cy)
46
w ~ ~ > v V
~n w W ~ m
L= OU' L= C?C~' W T3 ~ H
L 200•
Y o, ~
V ~ H o w
rad~ 2. 57. G e --3.0 Grade Grade 2.40T Gra e -3.3 T.
CD ~
°w 'GL Gasne
o~ UhUCK
RJ1325a
250 `250
a~ l C)c
Exls Ing Gra Is CTyp~
finis Grade 7 ) low - KT i2W-4 4--17
woo*
1111" WARM follow 240
240 ~ 240
f V f V Water Me ~ :.s shown
230 230 23Ca
220 220 22cJ
0,12
AO
0+00 G 1 _ 2 3 4 5+00 10+00
i
ans~a~s
~ \ I
?ths~nn
~ D 10'3'53' PT 5~a G+ ~a G+12.4. . / / / oqf[ ~f
~
R 33Q;00' 17 Jul q5 Ghu'ok
T 30.51," ~ . 8~~~~ #z~
~ ~
P'T ~ Spa ' + 4.31 ~
k /
~Pi~, i'G Sta 1+7'3.4Gi, ~ t~~SE~ ~7
~s (I~ e ,a
'r'~ ~ PG 5ta ~~40.3~1 ~ ~.la~,~,~~i k
k Sedlmsnt ence CTyp~
~a 2-+-37.36 R 37CQ.04; rereUNc ` •1' 142:50`
~ ~ /
. x ~ ~ ~A'~° 1, 272,~?%4' Grass I ~ ~ ~ i~ ~ 5e~e .
rasa ILined " Ghc?nnei CT . X
e' arntel t ~
~ pa a 1't~ble Y.D v' iT C ~
~k~o
sty o 'o. (w)
.
'tom x Z /i 0 49.
C) 4 p
fs ` • • '
/ /
'~6' F'VG Wader l.lne / ~ , eta 11+ 5.57
~ 8' f VC 5S Line CTyp~
q~ k :;'Sta 11+85.57
Grr~~~ ~ Ined ~h~a nil p~at~
tv ~Aft
Step X_5 c Mlntmum T,~m Linin
0+00 ~.o ` 2+37 R ; ' V ' Jute Net 1' a
1~3 ~ v
L V. av~e Net
a
2+3Z ~0 6+25 f~ T b=~.0' Single flbergla~s Roving
L T b=~.Q' po~ble Fiber~.lass Rovinr~ _ _
6+25 ~0 11+66 R 'V 5~raw;. wf Net _ Plan d- P Gl~ar View GQUr-~ 5~ Scale= tiorizont VertiG p I _ d- Pr_af(le
n~
~izonta) 1" ~ ~O
'ertiGa) 1" - 1lO'
Q
LLJ r
~ Q
VO)
.~.I o ~ N Q ~
so ~,V-~ c? -
O N 'a'~ N ' N - ~ ~ th ~ N N ~ ~
z
w
~ w } ~ ~.n p 'a > Iit cv)
~n 42
~0 ` ~ + L=30 280 Grade -0.85 Z Grade -7.297_ _=300 -
Q o
Grade 3:48. m
vJ zso a,
Q 6Y+ C:1 f:nnnev
t ar= Chuck
270 .27'
KJB
14
2a, 0
- - iv' s N z-4 ~5 2t~C~ KT\RDGI.0-13.
Stopc gotl1
as shown
250
NOW M-R
- - -
240 ~ 'PVC star Lin
.2-4.0
IN
230, +00 1 z 3 4_ 5+00 6 23Q
a~
ppvc
223
-.oip US
Mv 5&e: 12 X05-05 2
AGIMO~
~ e 9 io+oo ii 12
I~A15gK
9AtY OY
~ ~ ~ ~,K~~ e g,,,~~„ 17 Jul 95 Chuck
I / G` Sta 1+56.5 P~1' ~~a 3±18.~~ ~ / 8' PVG 5S Line CTyp~
~fzsr-._Rr~~-~fily
x~__x x
=n-~ Fence 1" a /
x-~~ 4
x
m p _ ~ ,1~
• ~ ~ p ~ Gra~~ L.in~d G annel C~ypJ
a Besin #24
( Q'
I ~ ~ ~ x
C~ ~ , PG 5ta G~-~57. 4 X57. 2 \ G'
,,r"•~ ~ d = I37'07'5T c0
I ~ = ,250.00 j r ` 5ta 8+87'.89 ~T Sta 7+46.6G~
• ~ - f 83.97' V c
5ta 8+67.89
> ~ ~ .162.02'. D 20'.35"21" Q_
~,1 I R 250.00. Q ~
I T - 45.41' 1
L 89.,84' '
41
i ~ ~ ' Gra~~? Lined Gh~nnel t~~
G' PVG Wader Line
5~.~ X-Sec Minimum Tem . Llnin Ru
-1 i o
0+t~4 to 1+^~O L
V bouble, f ibergiass f2oving tC~
c p
Y+5C~ ~~r `3+~C~ 1. ba2.0' , double Flbergla~s Rovtng
3-*(70 tv 9+~5 L - T b-2.C~" Woven Piper Nei
- - - - f Ian d- Pra~ile
N ~T
5~y View ~o~rr~ C)~-~(~ Scab= Ffor-izontal 1' = 5p' ~.Q ~ 9+79 to D+~rC~ T b=~i.0' Dauble ~ibergiass Roving
Q" t4
4
Vertical 1' _ ~.p` J`
w
Q ~
n.. C~ to
o 0
~ o v to
N ~ ~ ____-,_15~ ~q+ ~ Et~9-- ~
_ a0 N
I e ~ _ to N ~ N
~
w
t~.i U w
L 75' _ L=2fO0~ to tI~ J
7 _ ~ _
~w~ Qom
Grey e - _5, (O7» G ode .5.57 Gr de ~ - .U97.
reds = --5.4G~7. ClC
Q --1--------~ - t
CL o 9ney
Chuck
- .280
Q ~ ~Q RJB
N r -
-Oct q4
r
KT\RD010--13
lnish Gr de CTYP
gogl
as shown
~th~t~ -Gr . t
""W"Wwwo"" lop Typ
`i Q
G ~ I
477 NOUN-
-
- 7
2 ~•87~a - d I
~t~~~i~utitutuu?~1~~~.
3
N t _
291
2
.r .x.rcs.svMPeH~MYn~naxiw~aeFMlml/u~AXbi
1 l:
17 Jul. ~q5 Chuck
l / ~ 29'24"~6'
~ R = 230.00' I
7 ` = 60..37`..
2 c'~ L = 118.07'
/ / ` ~ ~ /
3~ I f
Rip-Rap annel C7yp~ /
~ ce ~t a -T3~a~'1`~ie ' r St 19+~1.q9 . ~ 3 4 ~5 3
I
I
~ ~ - Spa 18+2(0. 5 ` `2 A ~``2 ~ ( Gut~ert + t~'issip~aor #9 _
lt!" FtGp ~r~*.507. Se invent Fence CTyp~ Sta +97 - B(ow Off +97.14
N
/ t ~ q
~~T`~ Bash #21 ~ x x x
c Ngo Qo
Gr ss L(ned h nel CTyp~ ' ~ ~ J u t.ta..s?F....~
` ~.,~~~,f V c ~ 0 blow-of,
e ~ar~e ~ a a z+ e ~1~,
~ a51n #2Q~ i~ ~..J Basin #2~
~ Basle #22 Nye Grass Lined Gh~n el CT p3 ,
PG ~ta 15+87.62 / L~„ astn #2D e G anne Tai a e
~J. I (ate ~ ~ ~ T~ ~ ~ Cr, ~ €Z~ ~ F~ +,~,4 V,4t_u c;~ Bnsin #23 #23 Q~`
PT eta .7+05.~q 1 ~ + I ~ ~
a .
~ , ~
l G ~ - , ~ z
Gass Lind Gh~nnel 17a~~
spa
eta X-Ssc Minlmvm Tem Limn ~ q
Spring Forest r,
C ~ ~ 3
Pian d- Prof lle 12+5o To ].9+
~ ].9+62 L T bR4.0' Rip-RzagP Glass .B. flan Profile
t~.ing ~c~~re~t: 5~~a 1~-~C~l~ ~o ~.~i+82
i~i~t view court Inlet View Gc~ur~ 5~a O+QC~ to 3+~8
Scale= Horizontal 1" = 5p Sc~l~e= ~tariz.on~al 1' 50'
Vertical 1" = 10'
I 0-r~00 70 2+0 (v~'1'~ ~ ~~?er~. ~r-i~ ~ 2+00 TQ 3+q I 2+OC~ R V Jude Net Ve~'t1G~l 1' 14'
3+q8 R V 5ingle Fiberglass Roving
~oTS a
w
~t
C
~
O ~ ~
+ ~ a~1 ' N p ,
uU N
~ ~ N c7 N
Iv ~ -F~
~ W to Lt.1 ~ W _
W d z
L fJU`
_
U ~ o
Grade -2.87 de ~ .771 Grad ~ -4.5 7
X11 _
r A~ o
l cL,
a
26 ~ ~ °w °Yt GL Gvsney
r ,r
~xnrx e~ Ghuck
77-
RJB
Wawa
250 ant 17. ort 94
Existing Grade j)
Q
rl"V& 7-
qCJg
240 o Fi sh Grad ~ 240 240.. finis Grady 240
-Wow s shown
SL6 pe 6 Exle ad,
S r
230 ' pc..4, 6 230 230 230 , o~J ~
77 5~ L e C7yp -.I VI cl Um --L~
N N ~ 8" P G
6 PVG Water - L.Ine
p c~
- 2 IJ4
2 ~
10
j o -
c~
72 y
Z
:05. 10.
ts Ix
I I Ir
J. g r~rrrritt~tttnttttit~t~
1C~ 17 18 19 13+00 15~+15+00 2D+{~O O+oG l Z 3 ~.~pp
` Fer~tn~s
onn , aY
.__.._n_~---~---- ~ 17 Jul 95 Ghuck
x ' Grass L.in~d Channel C7yp~
ate 7+33.41 ~e an e a s a~ e PG S 10+47._87
I PT 5~.a ~0+54.7G~
~ ~ ~ ~
• I
~ PG 5~~ 6 21.7.7
.t - . ~ ~ h
1 x
I Sediment ~e~e C1' J yp
8' PVG S5 l.lne CT~rp "
or e erence n x . x h ~ PT ~a, 12+45.3CO
N o 1 ~.s' Rc~ / s~l.~ . ~ 51'Z5'OZ' ~ t'`"' c Q
~ R = 220.00'
F Q
Qi ~ _ _ ;Ca- = CO ~ ~ R 22 5 ~ g.~=-' P~' Spa ~4-~21.33 T = ~16. ~ 4 \ 105.92' + COB'44`~O' ~ ~ = 197.43'
220.0` \
16.83' ~ V ~
~t:a 0+00 1 PG Sta 3-f 8.36 1. = 33 vo ~ 4 49
\ r-- ~ ~
6'- f VG Water ~ L.lne l~ 08'44'54' ~ ~ ~ ~ ~ I ~ - 42.07p'o
. ~
L. 83.g7' a
~ Gr~a~s Lln~ad ~htx~l pr~~a !Q v
? "1 Af)
Sta. X Sec M~Imum Temp L)ning 43
0+00 to 2+00 R V Straw w/ Net
C 44 o
v " t7ouble Fiberglass Roving.
f Plan Profile
Rip-Rap Channel CTyP~ ~ 2+00 t4 5+75 I~ V ~tr~e Net ee anne a s a e
` spring ~or~s-~ fit. C~~-t C~ Ica 1.~-~~
a, , l ~ 5+75 ~a 7+35 R V Jwte Nest
Scale, Fiorizonta) 1 - 50',
7+35 ~o ~.2+50 L V Synthetic Mat
04"
7,2+5C~ ~0 19+82 R V ~Ongle ~Iberglass Roving
L t b*~4.0' its-Rap, Glass. "B'
W
1=' N
~ I
O CIO
~ o to
~ ~ c*v ~ u~ n
~ N ~
O N -F-' N N N ~I? N
~ ~ ~ a
~ p~j
W ? ~ ~ij } G7 !tJ Z ~
- - _ L= 00`
U
rade ~ .OQ7. rade ~ 2.34.9. Grade -4.50. ade -2 877. -2 877.
~ N o to _ m Q
2~10~ - - ' O'= CL GoSney
~Q f , I%A" erg Chuck*
t ~xi~ RA3
28fiJ _ O C)ct4
r T F"tnish Grade t
'~~LK \f~t7G6--q
• - ~iP G wElt
Water Line. _ T Q mow qoql
270 270
I o~0 8 PVG 5 Line C o. as shown
G
2603
O N N 2.O.
_ to vi sl,
Am~
:may 25C)
Z O N i o 2, 8
? 24(O N 2-403
NNt`11~t1tlllii~ alb t/~r~
065 w Q w :
F ff'rh' s ' f w i S
fw•ww G . R RP r
fit
0+010 ~ 2 3 ~F 5+00 7 8 9 10+0~ i:. 12 13
+Vt'L
I~NlS~.1K
~ ~ ~ ~
y ~ Jul. 9M chuck IT
5 Line.: CT J 6' PVG Water Lln~ 8' PVG
~vr Refercnc~ Only { ~
O~ ~ PT to 2 23 ~ I ~ aye ~ ~
L ~ 8, ~ ~ Basin #3 8t~sln ~1~1 r ~asM ~1!"~ ~ 5ta `.10+34.47
,Basin #15 ~ ti~ ~ 3~g!n . ~i6 St~l 3+1~. Bagtn Bagtn #17: `47
.,.t
.w .r.._..-.- V.~E ~ 1~ l
i G'~ ~ i y, x ~ 1 O
/Z~~ ~IAWO~ Ana . .
~ r 4-{Yf~ a
has{n #~4 P ~ ~ _ ~ ~ + S Imtnt ~'enc~ C ~ Gulver`t -1- Dissipt~tcm #7 ~ ~ ~ ' l ~ Q
PG Ste xt8q.99 " ~.t~ v u v . ~„~r~~..
~ pG Sta 4-~ X01.10 Gulv~f ~ + DI r~~~ + Dlssip for ~ < 2d~' t~CF~ ~~.507. 1 f1 ,
RGP - s- .00~ J4 V Q:
Lined Ghe~nnel C7vp~ I PY `Sty 4+g2.48 2~t' RGP I I ~ iii
Gr I r~ See Gh~rm~~' pe~ta T ble 1
o
I ~ i , p ~ '37.27
L1 ~ 10`~7'27" I I ~ ~ 1g~.00' It ~
1
~ _ 1801.00 T ~ 10.74' N t'. O
'1' 1.74' L 33.38
L = 33..38.
~r~s~ Lined Ghx~nne) Data.
5t~ l X-sec Minimum Temp Lining
e e _
~ . ~ U+t~O to 3+00 R V Stt-~w w/ Net
~ V S~caw w/ Net:,
0
~+OC) to (o+~~ R v Woven Peper Net
_ ~ L V Jute Net RRf ~ o
-1- Profile ~O+C3t~ to 10- 35 L V Straw w/ Net. Q
Plan + Pr [iL
,a Q+C.~~ ~ta 1C~+~4
~'ore~t ~~ne 5ta Sct~le= tlorizont Venic o
Izontfll 1` a0'
erticei 1' = 10' 0
h
-t N
I
h r.
W
_ r
O O p ~ ~
o ~ ~
'9 Q
O pQ I Q p N d n w
{ lA N ~ ~ y } ~ '
1f1 N v ~~w N
~ N 0_ y •p ~ 0.. ~1 .270 ~ w ca°
r j
m
~ pp' ~
QO Gr~d~ ~ ~-3.9 y
i ~ r, " G ~d~ ~ .67T. 2Ga 01~ CL GoSne
r ' i a~u~ _ GhV~k
' Grad 4.6 7. N CIO e0 Rio
y A (
:25a off 17 Oct 14, .
0" OBLKT\RDC. 0 1
alow"
IOCII
i . 240
shown
Finish G t~dc
Zoo
el_c t o
i
250 P ~ o
m
a~
I- ?t'
1
7 V
•1 : /yam ~ t =
2 2
f
mnr? 11h~
i l ~ Y
p 09
ba
+oo
s;
4
' ~ I 1
ph~E . oY
17 jul 95 Chuck
t
•
edimen~ nce CTypa
~ x r"' r M~a R-- x r, a~ .
x
~f ...tee-.
K Y ~ a., y ~ 5ta 10.20.00
. f ~ fem..--=- .r- G 5ta ~4-+~g6.75
~g6.75 ~ 5ta ~.O-~OO.OCO.
Q
~ to 7+:.~7'~~ ~ ~ limp..
f ; ~T-----~..`~." basin #27
Q
Sta 0+00 ~,~c~~G wA Gra~~ Llned Ghnnne TyP~ ~ I O O 18'54'22' ' il
e~ anne a a e 1 ~ ~ ^ f~ = 550.00` I a
T = g1.57'
l 181.48'' Q Q
s '
I
~ f , .
~ l ~
l ~ 1
v t~~ ~.~n~ M~~ ~ ~ c w~ IN
Grr~~~ Lined Channel Dada Q
~tr~ X-Sec Minimum Temp Lining
~ E'
C3+UC~ do 1+50 R V bovble Fiberglass Roving
t
R 1+~iC~ ~d 3+0(O R V Straw w/ Net Q p
3#C)O ~0 10+OQ R V Jute Net Lao
la ~ > ,
Plan d-• ProFlle C Q
- - - ` _ _ - Vi11~-Green ~t~ C~~-C~t Ica 0
r - Scale= ttoriz:ontal = 5 Vertical 1" ~ 10 ~Q 1C)+ n~C
= 50'
10'
W
to.
r Q a
IRV
a ~ .
~n - ~ N r„~ -
C~ N ~ " N z~
y - W
~ ~ u ti'.J tri j~ -
w ~ ti,~ _ _ th to
l.- 50'
aCW Q°~
w~
Grad -fl. 47 m o
Gre~de -4.$O ~ n,
- ei^= GL Gosney
--f
er Chuck
I Z SC)
zao
r~ 17. Oot 1
~ - 270 270
*44 gOgl
Finish rr'de Cl"
as shown
ZGO
Yp
SmW
250 6,. PVG Wa er Line 25C
\
.240,
240 } .t
i
1 t l 1 g 1111 l/ r r l i~ i
FE 5/p •
• 91
I~
0 +QCO 2 3 4 5.40 6
a 9 io+oo _D
WON"
v
_ . ~
ks, , f AriSkMs
OAiE . O
~ I
17 Jvi 95 Ghuck
i
I ~ ` 4~ _ ~ P - 5~a: 21±q9.~1 ~
PT Sta 2L+1 ~;79' - Sta 2 +~1.3Q
p~,: ~ ~ 6 PVG Water L p~
~ +~YD ~
~ ~ edkne~rt F'e ~ ~}~o y%u Gulva Disc iator #3 art F'enca CTyp~ ~ Bash #11 8~sln
• • w
, 2q.' P s=:509 X ~ x -T--------- ~~T~~ ~ Gross Lined Gh e) CT J
„yam .
p
5ta 20+97.42 ~ ~I ~~a~s ~ . ~ ' N~t?
-N N
- pz~sln #9 5ee~ Ghanw~l pe ~a 1'e~ble stot* #4.
4 Q
R = 180.0.0' ~ .
T 9:70' l~ c Q
~ ~i h
L. 19.38' ~
8' PVC 55 _ CTyPa _ ~ ~ -
Far ;RGferan e Ong l I ' ~ >
t0 z...
~ I
Graas i e~! ~h~ann~.l: i~~~a
C
5ta X-sac MlMmutn Te l.lnln 10
X10 : Q to 14+50 R v Sk~gle Fbergl~ss Ravhg
Pisan + Profile lD 4
~ratfi`ord Green ~~a ~.3+(.~(Q tv Z.r~+~Jt
14+ O to ~G+6Q R V Double: Flbergl~as~ Rov&~g ~~I~'a ~Cv O to 22~Ko~ R.,. , . V straw w/ Net ,
5cr~le= Horizont~r~l 1' = 50' J~
Vertical 1' - 10'
22 Q fi~ 2G,+U0 R T b,~~},p• ~~,-Rasp Gloss 'B'
1, ~ 5tr~w`: w/ Net o-
t/~ ' M
I
o
4
4 _ T
N ~
- t N
N N ~ ~ N
SCL N -
t~; ~ tR _ ~ w
~ ~o. ~~Q' ~30t~' L. 00' L~.I O1
. ~ .81 K 22.35
Cyr ~ ~ --4.5 Gr e ~ 4. 37.
Gr~+ ~ -~C~. 79. 0 de~ ~ 4 29T. ada ~ 2~~T. :T 37. ~ w
t m ~
v
2 GL Oosna y
2G,Q? ~ Ex~~~k~pl Grtade _ TYPE ~ - - -j- ~ cn ~ aary sr- Chuck
- F shy {Types - _ - _
250 -----5~ - - -~~.---T-~- canr~ 17 Oct q4
m Pa 13LKT\RDCZ--5
PVG Water L CT
MIMI" . ^2 a . gogl
2400
240__ ~c as bh®wn
RRUP. NNW"
Slp
for we resnce Ply 23t)
220 N _ -Y t IA
4
``,`~,???1t1urH~,~i
-
RGuvs' ?-Z. w.- ~ L 91 =
0<0 L
LRIL F ~ ~ ~ os 23 -off, o %
~»~t~ttitini?11tN'~~
20+00 21 . 22 23 24 2-5+00 Z6
13 OU 14 150 16 17 18 19 24
Cc° ~
~ ~Sta 6~+-. t :a 6~+-~4~1.31 ~v?~o~s
Gr-~as~ ~.ined Gh~nnel l~~ta a?te ev
~2 . ~ Ste X-sec Mlnhnum 7a
.Ining 17 Jul 95 CFiuck
~ _ , ~ O*40 tc~ 3+00 I. i/ Woven Piper Net
r PG 5t~ 4+90.00 ~ R" ~ ~.,.C~ / 300 to 3+80 1.
~
\ ~ ' / V Double Fbergless~ Rovin t 3+80 to x+00 R V Roving
G;
Jute Net
~ Basin #7 ,~o Spa 8+76.62 ~ ~ Uoubie Flbergl~~ Rovin \ ~ !l+OO to 6+75 R V
~ ~ ~ Roving
GuWart pissl~vr
Roving
~ 1~' RGP - s~.05. ~ - ~O' _ ~ asin ' #6 R 280 ~ -r - 2so. ~lo'oa'coC~' ~ ~ Sk~gie Fberglass Roving
280.00' PT 5ta +Zq.82
280.00` ~ ~i~75 to 10+00 R V ; Woven Paper Nei
Basin #4 • Q
~8''S~ e Q ~ St~a 3+7 _28 ~ L = 439. ~ ~sC C~~ J~ + ~ 439.82' ~ 10*00 to 14+50 R T b=2.0'
5ingie Fiberglaa~s RovM~g RovM~g
l~'!~1
~Gr~asa Gin~d Ghe~nn _I C~T~p~ / f
JC
F \
Rt ~ Vv
\ c - Pvc wnt~~ y 4 4
0
~ .
~ r \ ,rte to 4. Q'
N ~ L \ /
40.
8' P'VG _ 55 Line CT ~ ~ . \ ~
- For References Only ` ~ ~
tQ 3 c~
• t \ , ~
Q -p ~o
sta o+oo '
l0 O
Pinn + Profile ~ ~
. - ' - - - ~ - ~~r~~fc~rc~ Green Q~-Ca Cad ~o + Qa /
Gale horizontal 1 5U
- Vertical 1` = 1Q - o ~ ~oR ~
M,
B~3 Cli
'Q ~.N
I •a
uA-
~ ,
t9 N ~p ~j _
- ~ - _
cr)
~ ~ -A ~ ~
l.= ~Q~ ~n° Op~ z~
1.~1U0 - LAJ
X ocr ~ a
Grade ~ ~0.45X G~r~da -2.6a nde ~ .2~7. .~7. Grad ~ -0.4 7. Grad a -6. 77. 4 w o
N~
CD*
290 90
F.,, , i
T _ CL: Gosnay
M r
. v ~ ¦vvn ~
80
RO,,j . .
kVWAqMr4j
"Pop 9 air 11'. Oct q
FVG td tn. .27 .0
yp.
o S pe 2 9
PVC 5 LMw C as shoin
00
0
25(7 _ Or, 250
- o
i
04
I
QS-23 OCv y • Q •
r---7 Fro,
i ~ ~ f a4- 2c.- o
LL
Q+UO 1 2 ~ ~ 5+00 co 7 ~ 9 iD+Ofl ~ 1 12 13 ~~fillllt? !1111 1~~~~~
F~nsias
oni~ ev
I'G 5~ 20+64.Q3 _ ~ ~ ( ~ fit? ~ 17 1. AA 1145
ar I ~ basin ~'iG F f'T 5~a 20+g1.51 NYD
I I ~~~z ~
\ Bastin ~3 ~ Q
PVG a~~er Lhe G7yp~ ~ ~ ~ ~ PG S 17+35.3
T ~ ~ Sta 23+Sq,24
Gr'~ss Lin Ghax~el CTyp~ _ ~ PT 5ta 17+~~.78
See-G ern i~~~~Y~'e~6~-_ + G ry .u°~ En - ,
x
--~-x"~`~ a = 08~~44'SO culvert Dlss~~tor ~1
_ _ u x x 5~ecl~netr ;dhnetr~ FGA CTyp~ R 180.00' 18' RGP - a~.C~S1.
x x x x x , X T - 13.77. w
L 27.48' I ~ ~ ~ J
I - L~ = Q8'44"
5ta 1 +83.3 R = 180.00' ~ ~ S5 Llne CTyp~ - T = 13.77' ` ~ ?3
i I
lop
~Frir R fare C)niy L, = 27.48'
~ ~.~~~3 19~ ~ ~ r~
Q
1
fi
i..
~r~s~ ~.~r~~~! ~#~r~nnc~l 1~~~a
5t~ X--5ec MM~h~m Tame LntnA
Ian + Prof tlE 11+5t~ tv 14+~5 L V Woven Pnpcr Nat
lC~ 4 ~
GoaGhm~n W~}/ ~ aka 13+00 t.0 23+~q _ _ ~ _ - Sc~aIG~" oriz,an~al ~ ' _ '50'- -
14+ZS to i~r*73 L V _ Jute Nab
Vertical 1' = 1C)' 20-*~!~ ~a 23+GC) 1. Y 'Jute Net
o
cl)
w h
Q ~
i ~ ~ tillr~ .~~r
~ -
N N 03,
rn.
N i V
- ~ ~ ~ J~ ~.1
w
.-T _ ~
~-~50 _ T ~5a5.5 Qw o°~
a
Gne - -=4.q 7. _ 'grade ~ -L33T-
an Q
N ~ _ .r~. _
m 'I I ` N ~ --L--- r' GL C.osney
A19 fffs
2qo
R
29C
~S r~ ro e yP r~ 17 Oct q4
280 BL.KT\RDC2-5
9-f rid -ZT_~ Ids' o•1
280 or "mom
S PE ~ oho
PVG 5 l,lne T as shown
wpm"
27th
PVG ater 1. c CTypa
270 q O -I q~ S ~
1119
Tio
N - , 2GO
20_1
U3
r
11 Al.
21'
L
I
~btoo ~gfioa ~ ZIDtoo ~~t0a 22+C~v 25+~t~
14t0o Oo +00
~c
1~' ~ ~ f
oo~rc ~T Of
~k~sr ~ S ~ , ~ ~ ~ PG 5ta 4+54.57 17 Jul 95 Ghuck
G~ l
P1' Sta 1+8.05 h
"S'c .
Gonstr ~ o~?~ii~r~nc~ ~ PT 5ta 5+72:64
Grass L)t~d GhAnnel CT a
~c ~ nneT-6a z+ a
Endo of ~xis~ a
Pavemen ~ Ba~M' ~fi2 r
- . ~ f
~+np~ _ O = 29'24'4 ~ ~ 52'25'O~" ' y ~ ~ ~ ~ 2 4.18' C~
P~ ~.a fO~~-gyp R - 230.00' J
o~~t 1~ - 1 1.63'
L 118.07/x, 6' PVG We r Lhe C'fyp3 ~ 4.OC' a
" PT Sta 12+36.15 /
R - 230.00' ~ ~ ~ ~ / 8. 8' PVG 5 Lha tT ~ ~
For Ref. ence Ot~y ~
~i~ = 60.36' ~ ~ Fo ~
~ - ~.1a.o5~
~
mo a
I
~r~a~~ i~ln~d ~h~~n~l t~~~:a ~1 PG Spa 9+ 2.15 ~ - " ~ 5ecibnent Fence CT J
5~a X--Sec M~imum Tem l.in~ /
I
O+Ut~ ~o ~.+88 k Y Jude Nit N ;C1 ~ VAt.VE f~
~ Jv~G Nat _ _
~ ~ , ~
/ ~ ~
1.88 to 4+75 i~ T ba2.Q' bouble ~'~srglr~sa Rovtng
L , Y b~2.Q' S~r~aw w/ Net c
4
4+75 to 7+0o R v .lu~d Nei
- V ~ktgle fq~~~gless Rovhg t..
' ~ ~ o ~
7+04 ~0 1~+50 R T b~2.0' 5ingle Flbe~gimsa Rovhg Phan PrvfMe
L. V 5ynth~~fc Mgt _
Gcaachman VI/ay eta (J+OCC~ ~o ~.3+ 4
Scale= horizontal 1 ~ 54
~1+5Q to 14+25 L V `?Voven Paper Nat
Verttcr~l 1' ~ 1(~`
VI M
W
Q
o ~ ~ T ~ ~ r Ckol
_ ~n
Q ~
~ ~ ~ G
1.20 L.~200' ~ y N v ~ W ~ Cl
L~ UU. - ~ ~ t7' to
t'C~~~1.
- K- 7.5q
Grid 9.2 _ G~~ -0:90. 2.00?. ~:Xls C~r-a~da T Q w
2'9Q G ~ai~e ~ 133T. ~de._ ~ 6.431:. ~ Grade - 2.00 290 Ey_ ~
- - ~ ~ -
R
-I -
~?r, ~ I ~ ~ ~ I ~ I 1 %e 28~ ~ sr= GL Gosnev
war= Chuck
. or= RJO
olp
. o S
zoo _ _ 270 17 Oct 94
: ~3~1KT~~'I7G~
~eo goo
qoqj
2GO
Zoo - shown
6' PYG Water Line ' TypS Z ` .
250 t .
240 ~ - - 240
r
~ 4 s ~ P~' (V
230
• o
7291 0
! I I Q,~UgE 12-oS~ 05
i~oo - 2,±00 ` 3.+oa 4 ~roo ~+oo ~-roo -t~0o --l1-DD q+oG 10460
00 .00
2 RL:..v Scv
• REVP510N5
OAtE OY
1:M alntain Mlnlmum of 1B inches of se eratio
_ - ~ p n between water:. Ilnes, sewer Ilnes, and Culver s t. id culverts: 17 Jul q5 Chuck
2. Mai ~ ntain .minimum of 36 inches of cover over
~ 11 all water. lines.
3. Erosio n Control .Measures to be installed and maintaine
d according to .the North Carolina I - of Natural Reno urces, Land C~2uallty Section, Erosion and h Carolina Department
Sediment Control Planning and Desi n A. Gonstructia _ 9 n Entrance/Exit.. Practice 6.06.1 and Design Manual.
,B. 5eedin l'r c g a tice -6.10.1 + 6.11.1
G: Grass... Lined. Ghanneis - Prac tice 6.30:1
D. Outlet Steblli - _ nation Structure Cnissipator) -Practice 6.41.1 Tem ar`ar Sediment Tra
P Y p CSedlment Basin Type ~l) -Practice 6.64 5 A nw edlmtnt ~asfnn ,CT y „ B2) - Prac ice 6 r t .61.1. .
, _ G. 5edlanent Fence Practice 6.62.1. :
. " H. Pock (lax : rn Practice 6:3.1
, 4. Erosion - Go t n rol. measuees Shown for of f road sanltar sewer
~ y canstrtlctiurt only, for measur :required.. For on `.road construction see o Pad .Water--Erosion Gontro) drawl s;. for measures
9
tD L~LLINGI'ON _ NC 27 SANf'ORb
NG ~1 e'
.-P
tG CAMERON NG 27 . _
51'ONEY CREEK _
P-ra sect ~escrJption
Gonstrv ct 1q,615 If of sewer Nne and 1~4 .255; If of two fane reads, with, shoulde rs and c Jers and ditches.
- _ for access . within a new residential are a. Approximately 22.4 acres .will be' disturb ca , ed durl nstruction. The ro'ect is vacated in B :urbed during
P J arbecue TWP, Harnett Count , Nort of f ` B Y aralfna, c uffalo Lakes Pd, within: a~n exfstin Sub-di Garolina, off
0 , c - P~ g vision. The new residential area will have 2J ots for• single famii homes. - Y will have 212 4 ~ D ~ ~ v
- 0 P
FF h GARaLINA LAKES ~ Garoli ,Site . Clescription ~ ~ T he site has rollln to a ra h wit c
l.: ake na 9 P 9 p Y h maximum slo es of 127.. 1 ne .new i P construction wdl not adversly, affect ad scent r~~ ert ion will not
63 y~ „ 81 ~ J P P yawners. - i L c
GAROL~IA HiLlS 82 Panne Erosion ~ Sediment Gantrof _ 5
j ~ q2 ~ hift 5ta~bn ~ , 1. Sediment/Filter. Basins -There are .j P ~ r ~ 31 basins. planned .Far the ro ect, the ball are; rimarll located to . the basins
ti w( 4o x ~o ~ ~ 1 TO CAMERON q3 , \ , I? Y protect .flow within the 1C) culverts ,required on the ro ect. P ar located p ~ ~ at thew inlet side of culverts,-at project. Basins
~c~ Z4 NG 24 ~ R w ~d q I~ 1 ~ - the ends of drains e ~ g channels leading to 98 cu}~!ert outf ells, or at the ends of t °~3 he channels at Gulp-Sacs. leading to ~ ~ ~
~ - i \ f orcc C1'yp~ 99 , 97 2.Temporar Gravei GonStructio _ Y n Entrance -the .entrant to the project at the at the
~6 1 73 5,4 1 Al ` ~ 94 J ~G ~ ~ qF the exfstin avement on Goac ~ ~ 9 P hman Way, the be Innln of t 9 9 he new protect.
10 FAYE W to 90 . q5 ~ ~ _ 11'E ILLS NG 87 ~ ~ . -L ~ / ~ 3. Land Grading Far the total (en t 100 g h aF the roads cut and Flil o erations will p b~ y required. During these o erations, the road b dons will be L
_ I . ~a.. ~ j P r that P ed will be sio ed in such a manne ~ wfll enter the drains e rune eke C arol ~ channels; this will II it a 9 a ow all but the side slo e runof f • that runvf f
_ 72 - ~ El ,a<'t . ~ p to be dlrecte uc~ ~ Into sediment basins. All side sla es w' Go 1 p ill be 2~1 or ~ less< and u on final radi • 101 ac P 9 ng. wdl be vegei be directed II be vegetated 4j_ be directed into
- o~ ~ cording to the seeder: schedule; g ~ 102 / 4. Sediment Pe ' . a
IGI~I _ A2 ~ 1103 1 ~ ~aa r?cU ~ his wli, be ,utilized in all areas we re runof f can not be direct 1103 ~ one of the sediment bases.
8 ~ a - ~ , f 104 • ; ~ - 5. Gr•asa Lined G~~annels 104 ~ \ V and Tra ezaidal she d p pe channels will be utilized as itvte
7D 1 1 106 ~ ` the plans. due to the to o r~a ~ ~ p g phy of the land, channels are not required on sane of the :d a5 noted on V J y ne of the roads.
77. _ 1 ~ \ 136 ROC 1 ~ i.7 k Check pains then w ' 135 Nl be utilized :aloe the of f road s w
87 \ 9 e , er line. i B6 ~ 134 _
A ~ ` 78 - 107 LS l.8 ~ ~ \ :
~ Garoll A5 A4 ~ 133 13 2
68 110 _ - 110 / ~ , ~ 131 137 .
54 79 I r i 1130 r \ ~ L _ CY)
\ . 55 ~ 1 ~fi 1 ~ / ~ 67 - \ 1oa ~ 1 1 / ~ 1 ` ~ 85 1 / ' ..129 ~ ` _
53 1 ~ ~ ~ 1 1 4 ` ~ . 5 ~ ~ \ o ~ 1,35 . t t?r G v~ ~ ~ w CIO
- A6 ~ e ~ 1 ~ ao 5; .111 \ 1
1 Gl 6 _ .r- - 82 ~ l ~ ~ 140. ~ 1 1 - _ ~ 153 127 141 ~ ~ ~ L3
52 ` I ~ \ % ~ 142 \ o. 1. C)btaln . Pion ap revs; anr~ all o ~ ~ \ N1 152 p then applicable ermi~s.
I I 3 ~ 5'T ~ 1.12 ~ 6 ~ 143 1 1 ~ ~ p ~ 11.7_ I .
~I s 65 1 ` ~ ~ 113 I E 1 ~ 114 ~ _ ..v _ 151 \ 154. 2. Install the tem 1 _ porary gravel construction entrance I i _ / .exit at the. deli na~.:ed z \ construction entrant g C (0
10 d ~ ~ 116 115 , t . ~ A7 i i Cr 117. I I 1?_~ ~ ~ .150 \ e. ~ i ! ~ ~ ~ ~ t3
52 ~ I I I 35 58 ~ 8 149, ~ , ~a?~~ ' ~ } 144 ~ ~ 147 ~ 148 3. Be in rubb!n and I . 811 _ 145 14G ~1 9 9 g c ezr~ng opera~tfans.
\ ~ \ 64 118 it „t. ~ l I k ~ \ ~ ~ E_._ I I I ~ 155. ~ l..- g ~
38 ~ j c !11 124 I ~ / ~ 5q \ B12 I 1 \ 4: 1 nstall erosion: control measures as eat 1z4 I ~ ~ ~ ~ G~ ~ the h olnt alone : ~ 1z5 P road is reached b the . \ \ ~ rubble a~n ; Ilea Y
*~0 123 I 1 63 ~ ~ s 1 ~ I 5~ 9 9 ~ ring crew. ~ l L 1 \ \
~ 120 ~ ' 122, ~ v ~ ~ ~ 1.,21 I I - M4 13 M2 157 ~ M~ i . \ \ 5. Go Gn ...---~..:w.. - 1 \ \ mplete grubbin and, clearing the ro 9 y ad right of wa ,Insure all erosio Ora
+A[ atr~tford C 3 ~ M6 atr~tford Gre _ r , 158 y n control. ~ . \ measurer, are installed r . _ \ p for to be innin ..cut. and f ~ i 159 , 9 9 i I ,operations:
fi ~ 62 " ~ / i - C \ / \ i r . 1~0 \ \ 1 1~7 , f ~ ~ , ~ 6. Be in ca,~;~ and
3q / 1. 8 40 / C I ~ \ / / s ~ ` 1 g fit a erations;: fallow t o ~ } _ , ~ \ p h maintenance rocedures autl' 1~8 ~ ~ 162 161 , , p ined an the I 1~9 L1 lens for t;h LLJ C
48 Alt ~ C / I 61 \ 17~i 172 / 32 ~ ~ 174 170 ~ U ~1 1 P e erosion. control devices... t ~ 171- 7~i 172 ` 1io~
175 \ ~z I / / ~ 176 I ~ ~ ~ Gam let:e . ~ _ > _ _ ~ M1 p .cut and f ill o erations, erf orm f ~ Lam. P p anal grading and ,stabilize the road b
D] \ / C4 177.. ~ I 1.78 I 41 47 ~ l .~zl'-.~ as ' shown v ed n q n the plans. _ :.rL.._...,. ed C) W ~
p2 / _ _ \ / _ _ " _;1 ~ q ~ r 5tetion ~y'~.o ~ 40 1: Luc,
1 _ 'C. ~ 0 / q ~ \ / 2q SA / ~ 45 ~ ~ `r r 1~5 ~ m,~,..cc final pull .back of the ditches and !_tx.At raceed w t ~-4 \ E ~ p i h the vegetation Ian. see Design Gf Grass L(ned .Chan P .~'~®M eels far temporar- measures re uir gee
T ,L 1 I 183 184 182 ` 185 \ Y q ed. / 1G4 ~ L~ O .
`'r / a ~ 1 I ~ : - ~ 180- ' 181 1 '1 / a 42 _ _ - install Culver ,i t aissJpators.
28 1 2 10..Q. ter the site i~as be OESIGN BY-
I t B 44 1 ~ 3 / ~ ~ ~ ;nQ ~arE 186 en full stabilized,. remo Y ve all temporar erosiancontral - measures. Y r t ~xor- lh8~/
\ \ i 27 Jl i
g I 17 11: T17 he, total construction e= nod is 18 Of'.AWN BY- Chuck,
187 D4 19 - ' 212 P " . 0 .days. . (MCK BY.*
26 cJ' 20 j 5 21 - t n t l~ixl 1hq.~.i N PJ13
211, d / 1 + 22 -n 25 I 188 'See 1;:71~T,4 I Ate: 17 Jun ~!5
24 } 15 16 1 23
210 6 14 i / a - 1 owo NO 1106 No, q 01
/ 13 1 189 / 2a9 Seeding eGl {G
12 815 1 ni i i 11 {on5
190 Apply 4.000lbs dolomitic ~~e~tona
I / c'Om l! ,r- 194 „ per acre Apply 1.20Q Ibs 10-10-10 fertilizer per acre fo Summer p r grass seedings. or : SGALE- 5
7 1 20 } 191 Grass Apply 1.200 Ibs 5-10-10 Fertilizer per acre for rays-le ume mixtures and legume seed) g 9 Tall Fescue 60 Ibs per acre o w n -sh
195 i Lime and fertilizers are to be disked into the s 8rowntop Millet 35 Ibs per acre., oil surface to a minimum P depth of 4 inches. 5orgum-Sudan Hybrids 35 !bs per acre
1q6 206 "197
} 199 . 193 192 i I i q8 i i Note, E.-owntop Millet and 5or m-Sudan Hybrids 9u Ids must _ The following are seedling rates of rasa and rasa- be kept at 10-12 inches 9 g legume mixtures for to allow for establish
200 205, i 201 i } _ _ - 2a- . 3 different times of the year. ment of the Tall Fescue, Late Winter - Earl5Prin Late 5ummcr Srt~Et" _
204 20 } _ - - I Y g Grass Grassi
Tall Fescue 60 `s Tall Fescue 80 Ibs lb per ecru per acre Ryegrain Go Ibs per acre Ryegraln 60 Ibs per acre
Grass-Le9ume Mixture= Grans -Legume Mixture
Tall Fescue 40 -Ibs Tall Fescue 50 his per acre per acre R e rain 3Q Ibs er acre Grownwetch 25 Ibs et, acr
Y9 p p e Early Fall Ea; ly 1Nlnter eerecia Lespedeza Cscd-lfled) 60 fb s per acre -
• 1 GRAPHIC, S I Early Spring, Grass? Grp. Tani Fescue 100 Ibs
per acre 1 n.. }scue 100 lbs per acre ,yegraln 45 Ibs per acre
R e 'raM 50 Ibs per acre Grass - Legume Mixture Y 9 p Gras-, - Legume Mixture
C ALE. Tali Fescue BO fbs pcr acre Pensacola Bahiagress 50 nos per acre Pensacola Bahia rass 50
200 0 100, 206 400 z 80Q Serecia Le 9 Ibs per acre spedeza Csct~ifled) 3C Ibs per acre 5erecla 1es edeza (scarifle P d) 30 Ibs per, acre. Common Bermuddgrass 10."Nas er acre , ~~EAI•
p Kobe Lesredeza.l0 Ibs per. acre Ga.-man Millet 10, ibs per acre
_ e Late Spring After seudMg the, area It Is to be toile d or cult(packed to insure that th Grass= seed Is pressed Into contact with the soil surface. AN seeded areas are to e\ G A RO ,o
IN FEE'" all f act e 100 Ib9 per acre be mulched with straw at- a rate of 3000 Ibs er P anchore p acre. Mulch to be
I inch` = 2004t, Ryegral,, 50.lbs per acre d by either mechanical meats or with an asphalt tack. Grass - Legume mu M,x 4ure
Tall, Fer+cue 80 bs per, acre Ap t Ir
Pensacola Bahl grass 50 II)s Per acre 5er.ecla Les uc-,za Lscerlfled) 30 ibs per., acre - ;Kobe LesPedeze 10 ibs
Pr-,r G..r~