20011452 Ver 1_Site Plan_20011008

1
•
WATER WELL
® GAS METER
® WATER METER
WATER VALVE
~ POWER POLE
1 COVER SHEET Property Line Located In Field
Iron Pin/Pipe Found
2 EXISTING TOPO ~ ~ Iron Pin Set 5 8" Rebar With
Cop Stomped Vaughn & Melton)
3 PROPOSED LANDSCAPE PLAN Concrete Monument Found
4 EROSION CONTROL Yj Power/Utility Pole
Sanitary Sewer Manhole
5 STREAK PROFILE SHEET /DETAILS - ~ ROW Right-Of-Way To City Of Asheville
- ~ - Existing Gas Lines
---sS--- Existing Sanitary Sewer - -
• - Fence
- - - - - Stream Or Pond
-o~+ E-_ Overhead Electric Lines
-sic Underground Electric lines
Fire Hydrant
T ~ Manhole
0~ ~ ~
CRO ~Ew 50 I v Cu ert
- - 0p0 ~ R ~ ® Proposed Catch Basin ,p CB
~ ROJECT ~'0 ?JECT 0
~ o SITE o ~ TE ® Proposed Junction Box With Manhole Frome & Grated Cover
m ,~o ,~0
fn -.i ~ D v ClU ~p Existing Light Pole 0
e Vje W SD Ex. Storm Drain
~ ~ ~
~ z ~ ~ ~ THE GROVE PARK INN T y~ ree
~ AND RESORT 2 O~ Remove Existing Tree
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WES1 `~--wEST 9 25 01 BOUN D TO WEST A
SHEI~LLE
EASTBOUND ~STB OUND TO 4
TO 0
.r ~
vau nn & Metion
Consulting Engineers
VICINITY MA NO SCALE vIAP Park Terrace Center
1318-F Patton Avenue
Asheville NC 28806
[phone]

1 ~ REVISIONS
I --r-
~~~Fwo-.. N0. DATE DESCRIPT. N a: ~a?~1 ~ ~__/F oirF~'~~c
d~~ ~ ~
v~ ~t ,m - t ~ c,
f~~1 m j ~ ~,Ew ~ Y
E N A ~ s`i l; < Zy 1v ;o
r - ahD RESORT ~
~ ~ - \ F.
MANHOLE l ® TOP=2124.76 I I l
INV, IN = 2121.76 iNV. OUT=2121.11
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~i ~ Q , ,MANHOLE r
ti~ ~ TOP=2116.84 / ~ INV. IN = 2113.94 INV• OUT=2113.89 p
tih ~
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~ GREEN / ~ Z ~ -
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/ ~ ~ _ POND _ _ i ~ Q / \ ~ ~
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/ / _ ~ _ \ _
/ ~ F--
/ ~ ~ \ O
/ ~ ~ 18' OYERFLON PIPE L aTlQ~1 APPROXII~fiTE- - - i E'-_ -.~~,e~- ~ ND ~ ~ 1~1 ~ Z
/ / / TOP=2115.36 3 -0NVER1 NVACCESSIBIE / / / / ~ !N: 2106.27 ` MANHO f _ \ ~TR \ AP ~ a INHOII,,f - ~1 \ W
/ ` I TO =211 .17 _ / ` _ . _ _ INV. ~4 = 21o7.eg ~-211j.17 1 ' = 21oT.eg ~ ' ~ ~ .J
/ ~ _ 215.84 ~ ~'•OUT=2f07,29 uT=~o7zs ~ ~ I ~
.4,. '~'~o.SJ - - ~ L - ~ ~2n~.6~ ~ yI
~ , A GREEN ~ 1 ~ W _
~ ~ti8.69
/ ~ ~ .2115 ~J~ \ i' . \ ~ ~1 ~
~ ~ ~~`~.~V ` . ~ POND . ~ - \ ~ 1- I 2is\_
~ ~ ~ _ / ; , ~ i- / , ~ ~ W.E.=2 09 2' II ~ ~
+
/ / % ~r~~.a8 ' ~ / ~ SOD CKPILE _ ~ ~ / / SIO ~ ~ )CKPILE , \ ~ ~ ,
ti~ti' / / I ~ ,
/ \ / / _ . \
~ ~ / ~ / j \ _ ; 21~Rao
\ ~ ~ j ~ , / / \ ~ ~ ,
~ -1 ~ \ ~ ~
~ ~ V ~ ~ ~ +
~ \ Q / %.'r ~ \ Q / ± le OVERFLOW piaE ~ ~0 ~ i /
_ / , - \ TOP-211D.23 `v INV.=2101.31 ~ J i
\ 69 G ~ Q
/ , / /
f i A ~ _ - ~ p~
~ '
~ - \
MANHOLE / TOP=2110.60 \
NY,N=2101.13 \ NV. OUT=2100.93 _ ` "
2no.oe ~ ~ SS \ ~ ` ~ LOCATION APPRO IMATE I ~ `
ZC N CCESSNIf - ~ ~ ~ ~
_ v ~~~lo~
~f -P~MP~ \ p ~ -
G \ 0 ~ ~yX=21Q439 ~ ~
~ \ \ ~ I~ M dd esb , ~ ? Kentucky
~ ~ II \ 48 PUMP ~ sos ~24e 66aa
CObR ill A \ ~ ~ _ Greenev e,
~ ~ ~ \ ~ ~ ~ ~ ~ ? Tennessee
i \ ~ ~ 423 639 0271
~ \o ~ ~ 'I oz Ashevil e,
Q ~ ~ ~ ;I I I PUMP \ ' ~Ie~ ar~LDw PIKE ¦ North Carolina i ~ OP= a,3o, 828 253 Q796
U~ Z SHED ~ ~ ~ - _ i~v:~ry.9s ~ ~ . I
Z EGEND ~ v Copyright ® X998 va~gn~ ~ Me~a~ L ~ All R(ghts Reserved \ ~
\ ~xi~tinq pipe _ V ~ I
s\ \ s ~ ` ~ ~ ~ idW DRAWN: DAW
~S V ~ ~ CHECKED: LDB
r. I ~ r ~ e w e / ~ "`'.~J ® a j \ Q i
~ V ~ JOB N0: 30131-0 I
pe ~ SCALE: I'=40' + Q ~
<ICa,_3 ~ ~ ~ ~ DATE: 19 JULY 01
• ~ ` ~ ~iGOdS Lir6 ~ ~
- - L ~ ~ ~ ~
~I~~<.,~ ~ (~G., SHEET TITLE:
~~^~ater wive i ~ ti ' / ~ , NHpLE,.~ ~ ,
T -210 .90
I~;,,+ I~,o GnulPr wi TP~P~,n~~~,P !u~ N~r_~ ;60 EXISTING
. v y r 1 V. 1(- TOPOGRAPHY
?c'e w/ Base 0 80 40 20 0 4 SHEET SHEET NO-

SCALE ~ OF SCALE 1 409 2

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_ ~~'c~t,_!ill ;ubgr~~~e 4 r~:f~es dee~~ bNt~ 'q 'opso~~ - - - j ~ ~x~. ~ I I _ - . o r ~,~io ~ ~ ~
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la~, ~~pc+role ~~mFodrr~e~<ts listed GE~i~=vv S i I r
- ? F!,°,h grGde ~rr~l ~flftXfYl f~ Ff'~~E~ il~ 711 ;~dl~ 'r~r tree ,i1 ~i;~4- I'.~J F_~, r- F'~ p" ~~w ,~'e;, Vd `i~~ h Jv ~!i In~ef`P rP 1h l?t i)~1~~C"1~tF ,,ffnCP jr~~., ,,p ~i~ .'~4- -I'. i ~ "I Ir ~ .
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`~~er,j~r~ lMo~. M~7y 10 2r Auq. 1 - ; 5). ~~°e~i 011 O~POS ~,f °o~ cf ~ ~ I I s~~ PONC ~ I M~ddiesbor~~,
ja+urb~~~ ~~a~~? geed n~u,tt,r~; ~?r !_rf i,.~:'~;,win,~ r~q~~rements_ i ~~tie Biueste~- 4G~ by ~~ol~~_~rne t,; ~ r- ~ w.~~~~~~ ~I ' ~ hgfltLi~G~
~RE'~~ A~;,~, _H~C~~'~ ~N~~r-~ fescue 30% by Uc~~.,me ~I ~ 606 X48 EeOO i
E ~~y ~;rran , o by vo~~~r~e ~t , i ~i ~ I ',~PPnFVII~F',
r•' ~ ~ ~~16 ~~~7fS '~r;:;rr~~0 ' Sa by v0un1E' ~ ? ~@Of1ESSee p , a:~ 6~9
~~at a rote c,f 'S pounds pPr a-,e `.Pr `CFdP~7 ~7(POS W~f1'! e~OS~~ f' r~ntr^~'. t!CJr~~ket, tde,fth, A~"iP~iri7n (~rPer~~ ri7n Green
~:15C~ straw bl,~r~~et, or .qua! ~t~~i• e~~ ~.N, ma~ufo~tu~e~s recor7irr~er~dai~or, - , I Ast~,~,~;1:~ ~.or7irr~er~~ai~r,n.
~ ~ ~ 7r ~ j ~ ~ : ,a r , - ~ ~I ~ I ? Pd rth C: roGrn, I o . ~l 1 ~0: , 828 253 )798
~ ti Y 1 r r, ~ r .t,~~ C ~.opyr~gh? ~ i999 ~oughr & FAe~lun ~
`_tc~e ~I,ar' ~ :)l~r~~r, for ~t~~ro~a: ~ ~ r ~ _ ~ r. ~'~Gr'~~ _h'7V ('I'~(:Im~ fl' .Jf Su(F r71 ~t1~J (p qUC~ ~y ~f ii', ~i', iP?in. a.~ I ~ Alt Rights Feserv?d - ptin, a.- ~ - Ii i 1 >J
~ . - Frye ~!"l r' ~{f'lnr,l Jr'. h„iiUOfli fl Gf dal ~r7~fT are ;.UfrPfl± r.. pit ~.4 _ ~ _ _ _ .1i i~rb._(l~a_ ~t~l jJ`,d ~~I~f~~f,,11 ~~~~r~ ~
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l bi+ ~ ~ i ` ~la('t': cif S~frl? `;~eCIPS ~hG!1 CP C f'"'~'~'<I' .''~~P, f ,~;rl ~P '7n~1 " f"~ It"`~r'_i r'~~. ! %(L'e)':7!~'~ i; _ lt~:C'fWISP n~-1F'i 1 A DATE t~ ~EP1 ~1 ~ r
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`ut ,(,fir! : ~,rr ~~i~t _ ~E° ~a' n~~r~y se~,~ ~ a~~.~ i! through thrn~gh
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I
~a h- r. A _ i'ir JOHN A. BROADBOOKS
LANDSCAPE ARCHITECT/PLANNER
46 HAYWOOD ST , SUM 201 'vOR H I uF
60 FEE* ASHEVILLE, NC 28801
PH~ [phone] FAX: [phone] i

e
REVISIONS
~ '~a ~3 Construction Notes: ~o ~
~Q rf'? N0. DATE DESCRIPT. ~ ao ~
EXIRI STRFACIN f11(IER FA61Px' z° JTE o r IIII h nh nl t f rm o
A~fOED MPAA?UT MAP£ A~SYI SLA°PCYPT .The under ound ut t es s ow ave bee oca ed o m ~o 9
S1EE1 AP & , MGgD PG1ST .The curve or makes no uarantee the the ~ ~ ~ field survey y g m ~w
ATTACH nx1fR fAS9l, , ~ MANHOLE n r r and utllltles shown com rlse all such utll~t~es In the udego p
sfcuPec r ro owsnv~w ~ Fbsr TOP=2124,16 m area either In service or abandoned. The curve or further T"EaNO RESORT'""'
~;S:w~.,.~r;- INU. IN = 2121.76 ~r r INV.OUT=2121,11 .•r Y
t• r~ does certl that the are located as accurate) as osslble Y Y p
from the Information available. The curve or has not h slcali Y pY Y
::f. ,,e. y:~.; r,. located the under round utllltles. The contractor Shall be ~
!0' (Jm)) 1itXM/(AU SPACING Nl7N MAPS SCWi°q~Pr fEMCE 9
6' /l.d>n1)~Ia~A/NAU Sn31l.M11G MAnd(X/T NAB' Sf,PPb14T ffTGf res onslble for locatin ail under round utll~tles before ~ 9 9
be inrnn construction. 9 9
. '~"`~Tp F
STEEZ LYP MtlOO POST 16' (fmJ MCni Aax.
PGYVAP,G hAIIGNr PIAngING He~WT 2. Erosion control devices shall be Installed and maintained by 0
f ~ the contractor until construction Is com l eted • D p N
ANA! A91A' ROLYf ~.4V c r' r N r w
1~ . ?L0~ 9" IaA: 3. No watercourse or 100 ear flood lain as ma ed by m ~
SrpPAG~ HT s' Y p pp ~ 0
F.E.M.A, or as defined b an federal state or local authorit ~ Y Y y ~ F~
1N 1?" AAIK (J+~j PP ~s located on this ~Jronerty. - ~"-_-EAST r r 90UND TO
~ ,JOOhwn (JaMnm~ PEST asHEyA~E _ >YESTBOUNp TO I-40
I:r6` (fA0 X 15Ghrm))
lR£ACH Mr1H G1;11A°AG7FD s+arnxc 4. Landsca in , as shown on the Landsca e Architect's Ian, p9 ~ p _
TRSNCS DZ?~1L II~fBT~LLTION >Ali'HOt1T '1'1t~NCl~iG shall be Installed around the erimeter and In the Islands of p
Hares MANHOLE the arkln lot. p 9
r. sKr nT7ur~ snNtt of PCA(~D Av ,SLA°e TOP=2116.84 caaTWRS m AaxAlaz£ PcNanG effx~Aa?: Aar m scALF
INU. IN = 2113.94 Avsl~r AAa REPAIR fEACf Aflf)P eAG14 INU. OUT=2113.89
sraP~ EtitA~r AM7 s~aw~+r Mt~rr ~n s Aaxarreu 5. Ail disturbed areas shall be seeded and mulched.
,z nD sE snHCC s£ aEtasrrea
ro AN AREA nar MNL Anr c>avnPreu>F SILT FENCE sm~vr oef-sr~ AAr~ c,A~ a~ r~u,A~n~nr 6. Erosion control roles are to be laced alon the areas of
STAB/1LIED. p 9
the meanderln stream where the direction than es. The 9 9
TO BE REMOVED roles are to be lard that enure len th of the radius of the 9
18"OVERFLOW PIPE AND 36"PIPE h Chan in curve of t e stream.
99
~ ~P ~ ~
Existing Pipe
LEE
'P' Q Sanitar Sewer Ir~i O ® Y
z cn
PON W J Tres
+ W.E. =21 .82' Lr 0
- OEATION APP130XIMATE , ROXIMATE ~
INVERT INAC(~SSIBL€- , ins i--` ~SSIBL€ ~ woodle ltne
r' ~ ~ z O ,
' tr _ ms ` ~ - , wa a Vdve ,,,.r.-._.~••-~ z ail, - `
--z„z _21R 7!3 _ O ~ ~
CAa. zrra _ ..2111 _ _ ~ - ~ ? 0 Joint Use Power w/ Telephone N
'~k carp lL q T(44P ~
.5 f i .5 Q O _ _ Pole w/ Byes
~ 1 Z
I 1 I, + g ~ W
ti I,~ > W
S _ :V ~.A •r.-r / ~ Rio
\ O • ~
~ ~ ~ ~ ~ - O ~
. ~ ~ ~ LANDSCAPE PLAN ti~ ' _ W
MANHOLE 'r, _ _ _ W O ~
/ TOP=2113.11 ~ ' J~,.i 12 PIPE WITH A BUTTERFLY VALVE INV. IN = 2107.89 \~5
~ ELEV. AND PIPE LENGTHS LISTED ON PROFILE _ } / INV.OUi-2107.29 1 ~ ' 1. ~ 0 id 10 ~ i~fB1 I- Q
~ 1.5 CONT1Nl10U5 FIOW ~
/ SOD STOCKPILE ~ / DCKPILE CHANNEL. 1o1E1WDERING @ 1 ~ zj~3 ~ SCALE: 1 - 40 ES16N DETPH ~ 1
~ , ~ i i FUTURE BRIDGE ~
• AND DIRT PATH
~f , ' . i BY OTHERS
_ i ' i , , ti°>
1 i; e ~ - j • , ~
,'C" ~ 1 ~ ? + f~ HP 10.15 - ~
r o,,a
' ~
~ ~ ~~J'~1 , ~ L1'.9.5 I ~ Io'! ~ ~ , ~ .
f~_ .h' ?
TO BE REMOVED ~ 18' OVERFLOW PIPE - ~ +
, ? ro riot _ AND 36 PIPE _ , ~ _
~ • ti,~ ~ _
1 ? - ~3'
+ ~ ? ~ r LOCATION APPRO%IhfR~
OVERLAP s' (I.sa~m) AAA9Al(Al/ aaw Aar>wvG nar O ~ INVERT INACCESSIBLE
EXCAYAIE (.Yf41NN'L lt7 111E AI~NIC K~A'W~ MAM PLIMS ~LfD MANHOLE ~ ' r~•. ~ ' rn~ TOP=2110.68 / ~ -~~b
m oES>rAv rraaE A ?A~navGlc aaNrorAP fQP ev 1l7r><7A1xiV PIAN ° IN Ann ass s><crnw ~~WWQ~ i ~r INV. IN = 2102.13 , ~ ~ , ,
~ ~ ~ ~ ~y IN INV.OUT=2100.93 ~ i ~ ~ ~ PUMP i
~ 1 M./L. ~ ~ ~ ,'~r ~ ~P 0~5UMP, ~ ~ Middlesboro,
DESIGN DEPTH M 0 ~ k ~ I ( W L i~ `~c~' Q ~ W. ,=21Q4. ? Kentuck y i , ~ 006.24!! •6600
OVE%Cllr CI6Wn?I ,~nqp , i..i.. W (SOmm) it7 ALLOW - , ~ ~ ,
B(ALA'AW^ D(MMC StFD9e0 (xNP INTIN~G - - l~' ~ PREPAIUTX,IN ~ M ~ ,K ~•W ~ ~ k V 48" PUMP... , + Greeneville, CO` ~ ~ ? Tennessee
423 839.0271
~ ~ (t~lnnrJ ~ I .f ' ~ Asheville,
rrP~+c a ~ruurA~w L FORM SAUCER WITH p 0 North Carolino
~r ~ ~ µ ~ ` Woo ~ MULCH ~ ~ ; ~F CONTINUOUS RIM - ~ 820 253 2796
~ , ~ , . pup CoprlgM 0 1999 Youghn ~ Wkon SI1~ ~ NI Righb R~rwd
j...
nrmoa>l~t c®a ALO? I x I r/2" (,raxaa~,) aau~ STARTS Ao1A7W/L Rtznaet~ i,
cIa?P AarTmG m eE w~ ~ a~snaer IETG~F! ~ Sze DRAWN: RDH
Ru~ecEL f10iY ~ e'" ~'R"~ SPECIFIED PLANTING MIX CHECKED: PDD \ ~
~ _ PREPARE 5>71L Ann APPLY ~ W ~ ~ N 30131-01 MANHOLE JOB 0
.SEED BEFAPf ANSTALLMVG ~ G' R PCAC)< 1,1;1YP ROfI SLC>'I flaT /l~ RAfI EX/EAI0.S Hers gars aw on,~ W z• (so Aen?f AIEW IW1FR fIEVATkW a TOP=2102.90 , INV. IN = 2097,60 SCALE: 1 X40
rEwA<nRARr cx~nrA<c tox~R s>5>F~ I INV.OUi=2097.50
~ a „b DATE: 17 SEPT. 01 Ot'~ ~ ~ ~ .
w~ MM>~
- - - w EIEYAAgV ~ ~ LY.m _ 18' OVERFLOW PI SHEET TITLE:
TP=1 .0 ~ 0 204 3 Q INV.=2096.95
x r~~ V Z• P P E
* s,_ ~ OYPIVF STAKE INPOI'AaM AEJTNrC Z A LAN LAND
%J I I I IV V 1 L.1 11 1 1 11 1 %A I
MOMV.. NOT TO SC&F Ayr m SC.iIE
1. DESIGN YFLOWX-5 DrCrECS 1 FT/Sfc (0.5,"I"C) aFaulw m3o"WY &NO(EM SCALE: NOT TO SCALE SHEET SHEET N0.
wis oR sAwAR imcks m PwolmcT SEED AND SON( UNnL WaMnW WCOWS
ESTABLLSHfD. OF 4

REV SIONS
No. DaT~ DESC~~T.
Note: The distance that the butterfl valve is located may than a with design y 9 22.0'
of dam. The valve should be placed awa from dam so that replacement and 10.25 10,25
Y
repair can be easily done. The distance should not be so great that it is 1.5'
unreachable for openin and closing 9 I .l r,,r;,
I I r.yF ~ l ~ S1
I ~ , t '~f: i w ICI
I I=1 : ~ ~ ~ , ;r r :.i!, .+'h,.qt. ~.;~.-t v III _ ` I
DAM TO BE DESIGNED BY OTHERS _I I_L ,AI I`_ll J- II
_I I I 1,5'
t'0~ 1)Ah1SELIltI 0.083'
DAM TO BE DESIGNED BY OTHERS
1,Qfy bBA06 _ _ _ _ - WATER LEVEL 2114,82 ELEV. AT START OF DITCH • * F,
- - ~ 2110.63 i ~ 2108.51 ' • . ~ 3. " ~.r`~ "
- - - _ ~ - - - _ - - - _ ~ 2110.59 .r;; S 1 T R F
INV. 2113.97 - - ~ ~ ~ 12" CMP 1,0% GRADE + ~ \ -
. ' INV. 2111.99 2107.01
BUTTERFLY BOTTOM OF DITCH 3
VALVE NOT TO SCALE SW3
~ t' THICK L - - BOTTOM OF POND CONCRETE PAD
RIP RAP
EXISTING 8" _ 6„ :XISTIN6 8" 12" CRUSHED
SA SEYVER A SEWER STONE
12"
#4 REBAR ON 3" O.C. NOT TO SCALE
FOR TRASH RACK
Q
0 z
cn
W J
~ O
zQ
zU
2140
2140 Z
SPILLWAY FEATURE WEIR - ELEV. DESIGNED BY OTHERS ELEV. ~
BY OTHERS 2108.51 2120 ~ ~ 2707.0 ~ _ 2120 Q
W.E. POND ~
~-1 z• CRUSHED 383.1 T @ ,4% z 2104.3 2110
STONE 2110 1 W
_ W
t' THKK RIP RAP :2100 J O
2100 CONL PAD _ ~ J
' EXISTING 8' i BUTTERFLY 20 10 0 20 ~0 , SA. SEWER .T ELEV. CHANGE
2090 _ 2090
w ~ Z W _
SCALE i =20 2080
21180 ~ Q
S~i I~~ ~M i !!!s. 33 k`;g as ~ b F+ tt
RIP-RAP WATERFALL
ELEV. 1,5 FEET RIVER COBBLE
2107.0 2 INCH RIVER COBBLE TO FILL IN UOIDS
_ ~I 11 -III I i 5.4°Yo GRADE WATER ELEVATION ;
~rlll,ll=~~=11_ill ri I 2104.3
TI' ~ I I =1 i 1i r1 I I ~I I I- I- I. --1 I I I I I I-III- - ~ _i i _I i _i I I 1 1,1 I I I- I I , _ - I, II
.~I ~ II 1111_ I I11- -I 11-\ I- ,I
' I I r` I Ir Middlesboro, 1 D Kentucky
~ •Y4E ~eoo
Greeneville, BOTTOM OF POND
4 NOT TO SCALE 37.0' D Tennesgee
4za aas t~sr~
- 4 g' Asheville,
- 1.0' 0 North Carolina see ~ ~~e
_ 4;1 4:~ ccvr~? O s >>~e v a
45.9' M Ram"e
I _ _ - ICI I_I !1 I 1=11 - VIII ~I_ -II=1 II _ - II 1.0'
.III-_ - _ I_ -III 1- I I=1 `1=11 I I DRAWN: DAW III-II~ ,
111 _ - ~,~~I ~1 I !i 1 '~'VI',y 'i! I CHECKED: LDB
- II II - -1II-- ~ DITCH SLOPE-.496 AMAX) II- II o
=11 I~ ~ ,109 N0: 30131-01 i1 _~=III~II-III--
t 0.0 NOTE: THIS SECTION REPRESENTS II~ i--' j l I I I C I I I-- ` 1 11= '1 ~ I ~vEe cosetf sECraN SCALE: 1"=40' 1~ ~ ~ ~ II
,I I I_~ I THE MINIMUM DESIGN CROSS DffCH SLOPE=SA% ~ -iIi I i lI ~ ~ OATE: 19 JULY 01
I-- .11 -1I I SECTION FOR THE 50 YEAR 1111 1 - I I=1 NATURAL DITCH IS TO BE STORM FILTER - FABRIC 10.0'
- ,III , " I ~ I- - - 1 DEEP AND WILL MEANDER II-I 1.0 SHEET TITLE:-
II- ACROSS THE BOTTOM OF
THE 10' STORM DITCH
2 EXISTING
t sw-2 r~r To SwaE TOPOGRAPHY NOT TO SCALE
NOT iOSCAIF cw~
VII VII dL..VI IVI~
SHEET SHEET NO:
OF 5