20081749 Ver 1_Site Plan_20081124

- .-~pu~ RIGHT OF WAY LINE
FIRE HYDRANT BOULDER WALL PROTECTION ~ EXISTING STREAM ~ w -WATER
DETAIL SHEET 11 -°~--PROPOSED STREAM ss--- SANITARY SEWER SEE ~ O WATER METER
-c-CUT LINE uNK--UNKNOWN UNDER GROUND BOULDER TOE PROTEC110N .~F- FlLL LINE ® WATER VALVE UTILITY 0
~ ET 11 y SEE DETAIL SHE -._-PROPOSED BANKFULL NATURAL GAS a
~ ~Jppp~p PLACED BOULDERS ss SANITARY SEWER MANHOLE - MAJOR CONTOURS U
SEE SPECIFICATIONS MINOR CONTOURS POWER/U11UlY POLE A
m p WITH GUY WIRE TREEUNE PLACED BOULDERS TO BE ~ GRADATION OF 2 -12 STONE EDGE OF PAVEMENT INSTALLED PER SPECIFICATIONS CONSTRUCT CONCRETE
~ ~ SIGN N 6.08. AND APPENDIX A SECTIO A-VANE TO MEET THE I~~
r EXISTING GABION BASKET I
~ CROSS VANE TREE ROCK WALL BY TRUNCATING THE.
o SEE DETAIL SHEET 13 A-VANE ARM ~
0 " ECI END OF INFORMATION ~ ~
T~~F~332~4 ~ ~ ~ ~ ~
PLACED BOULDERS TO BE ENV ~~~T~O II~~~~~ ~N~~32~04 ~ ~ ~ Q~r~ w~
T~~~a CONCRETE A-VANE WALL INSTALLED PER SPECIFICATIONS REDISTRIBU ONSTRUCT HEAD I,~~
> SEE DETAIL SHEET 12 - SECTION 6.08 AND APPENDIX A EXISTING ROCK AND o TOP ELEVAl10N - 340.8 ~ AND IN~~ ~S)~3~04 ~ n ~a
z ~ _ ~ NATURAL BED PIPE INVERT-335.0
~ MATERIAL AROUND SEE XS#1 SHEET 14 ~ ~F ~g ~
CONCRETE A-VANE DROP BOX ~ ~ _ ~ ~m ~ ENE ~ ,~p,. XS~4 ~ ~ ~
~ DB S°M~~~ ~ ~ SEE DETAIL SHEET ~2 ~ I~C~ w~ ~ ~ ( SEE DETAIL SHEET ~ ' OOG ~ m 4- 4~ , , ~ ~,yu.LL ~.o. ,w ~ EE ~(S SHED=
mE PUBL XS 2 ~ FC0T~8RID~ IC R/W
XS#1 ' - XS~3 ~ ~ ~ ti~,p~ ~I//~/~ ; o~'rc~' 6d~ ~ s yr; d^"'~ ~i.. e / ,f4 ~~a ~ d../ ~ m : Q"'i ~ ? ..I r 1~ i H
HEADWALL ~v _ ~
SEE DETAIL SHEET 14 ~ ~ e ° . ~ ~ ` ~ . r ~ 'v' ~ a x..~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y~ ° X06./
E d / a Ems" ~ ~ « ~ A' ~ I~ 6 ° ~Y s" „w~ "am ® ~ to ~'/----a -Ti... ~ :a ~ ~ s~.~' ~V p ••.....••op ~ ,
mP 205 ~t - ~ m ~ ~ ~
STORMWATER PIPE ~ b , ~ ~ ~ ~ ~ ~ ~~a~ ~ _ , @,,.~ ~ ~ o~ ~ ~ e, ~ e ti ti ~ ~ ~ONCET~ ~
. n
~ ~ ~b _
~ w --v_ ~ Q
~ _Nn..~ °m° ~ ~ ti titi
~ ` ~
~
~ Q i 4 ~ j` ~ Doti ~ti @~ ~ ~ ~ Q ti e ~~fl e~ c
~ ' ~s . o! ~ ~~aa ''w, ~...,g. ~ ~ 'q~, ~ `V \ a yIl~y~i i~.~,aLi`~`~$ "1`.. 'ia ~°~S:r..~,
,,i~q B ~ °"'~w. ~ m ~d' & ~ `~'m ,.-.~*.,=~,+w.~• °v~r0 mow: - v °jh` `'h.
O .r~65TY ~F.i y ~ ~`9'm `4ea. a ~0 ~,n..~ td i°gpi° Y/ `'fie ~~,a...-..~.~.-
i ~ ~ ~ CONSTRUCT RACK INV~3~~~5 ~ ~ CROSS VANE ~
~ POOL TO BE FILLED WITH 2' ~ I DA ON OF CLAS I i e w n-,_ ~ ~ .W. ~ _ ~ ~ Po~
DEEP GRA ~ ~ ~ ~ ~ ~ ~ ~ ~ . X00 E ~ TO TH
.AND II RIP R P STRUCT ONCRETE ~ REMOVE PART OF CON I GROUT CRACK ~ PROPOSED GRADE SHOWN ON ~ PUBLIC R/ ETE ;OUT CRACK IN I ~
A-VANE TO EET HEADWALL I CENTER OF E)t PROFILE ~ STRUCTURE TO DIR :LATER OF EXISTING ~ CONSTRUCT DROP BOX = Q ~I
INVERT OUT=335.0 REPLACE 16 LF OF 42 RCP ~ WEIR FLOW BI~G~=,INTO :IR RIM ELEV. = 329.80 3
~ INVERT MAY AND EXTEND TO HEADWALL CENTER 4F CH~4NNEL ~ ~ INV. IN (15" RCP) = 327.38 ~W ~ p~
~ REQUIRE WITH SPLASH PAD. PER SPECIFI6AT( S INV. OUT = 321.90 ~ ~ ~
ADJUSTMENT TO SEE DETAIL SHEET 14 SEC110N 5.02 A D SEE DETAIL SHEET 14 ~ Z
MEET SLOPE OF ~ (TWO 8 SECTIONS OR FOUR APPENDIX A - SEE XS#5 SHEET 17 w W ~
EXISTING CULVERT 4' SEC110NS s z ~ J ~ ~
~ ! - _ ~h ~w...-.,...~~~ - - -
~ I
a ~ 5 ~ M 6 F ~ ~ SEE DETAILED PROFILE ~ Q A U W > ~
g w I C7 ~q w ~ ~ SHEET 19 OF 23 ~ ~
w Q i I O
- Uf U ' ~ w ~ ~w o w ~
~ I ~ I ~ I ~ PRO.OSED BA KFULL ~ I { ~ ~ z ° Z ~ • z ~i ao ° Z ~ ~ ~ ~ Z
> M > ~ J+~ ~ 336 a W
° 336 _ _ ~ ~ ~ ~ I QN p Q~ II Q~ II Om I II ~ NN
-0.002/` 3 ~ gg w+ w+j w+ j ~ ~°N I, ~ p+~
3 e ~ ~ WIZ wOZ IwOZ OQ> ~ voz 0011 ~ U O U N~ U N~ W to W Y N~ d. N;
a
i ~ e I S € M i I ' ~ ~ ~ Ot~-~ O~~ ~ OfQ-~ I ~ O~~ wc~nw ~ ~1
¢ ~ GRAPHIC SCALE . n, . , f ' U~w U~w ~ U~w ~ ~cnw ~ Uj I
30' 0 15' 30' 60' ';-d~,:~~. , .-~,~.~4u..~.a ~.a. ..~...,:~.,.<:~~..~...3 - ~.~..~,z ~,~..w~.~ 1.5 D 332 ~ ~ ~ ~w ,d 332 1.5 DROP OVER
1.5 DROP OVER ~ ~ ~ ~ STRU( I ~ STRUCTURE 1.5' DROP 1.0' DROP
STRUCTURE ~ ! I TRANS TRANSITION OVER OVER 0.4' DROP
I ~ ~ I I TRANSITION ~ ~ § ~ BENCh BENCHES STRUCTURE STRUCTURE OVER
BENCHES _ k I ~ ~ o I ' ~ TRANSITION TRANSITION ~ ~ STRUCTURE # ~ ~ ~ ~ ~
N O - ( ~ ~ ~ I = I ~ ~ . - ~ ~ M ~ BENCHES BENCHES ~ ~ I m N ~ A ~ ~ s
Op U M ~.o w s~ ~ ~ o o II ~ 328 ~ o
328 - o ± zw ~
NOTES:.. m O II I~ ~ II ~ I ~ o
1. SEE SHEETS 11-14 FOR STRUCTURE ~ N > w i ~ EXISTING CHANNEL > O ~ I-N> I ~ 3 DETAILS Q w o w w ~ BO~fTOM I I I I ~ 0~ 0291 I ~ ~ w~ ~ W ~
NE MAY HAVE CHANGED ° t~n w z a o w .m...W.f 2. EXISTING GRADE LI a ~ N w ~ ~ a ~ 0:292 ~ ~ w
AS CONDUCTED. ~ cn ~ g ' _ SINCE SURVEY W _ z Q I
w ~ a xo~-> ~ I R z U wUCn? I I ~z Q
a € I a j ~ ~ ..w.,... ~,..o..~..a.,.~,,.~ . ~ ,,,..,...p . -0.01 w ~a
J 324 ~ p ~ w s I N ..r. ~ ~ „ ..off ~ o A Q
_ Q~ II v, d' 'nM I I i j w+ Op JN~,,~ I
o ~O> ±W O± ~ a ..a, yy ti .r ' ~ 8
3 UN N O aN g b J ~ a > 4 9 f ~ ~ I
Q OIQ-O Q O OQw ~ I
~ U(nIJL WSW 4 ~ ~ ~ ~ ~ ~ _M~ 320
z 320 Q F ¢g mo ~i ~o~~ ~ ~ omo
~ ~ ~ 2 g~g t I 3 N f
• • PROPOSED TOP OF I ~ I I ~ JQW I f-~M ~ ~ W ~ ° o~ o~ i
~ BANKFULL I I I .-a..;~,.~-~.~~„~ ` l p ~ c~n w m o II e m o i~ ~ - ~ . ~ ~ N N
i PROPOSED CHANNEL ~ ~ oQW oQW STA 207+13 = N
I I BOTTOM ~ ~c~nw dc~nw ~ ELEV. = 319.2 ® j,en
i ~ ~ ~ ~ I I ~ v~/ N Q
316 ~ I ~ ~ I o - - - - ~ OF NEW CHANNEL ON
~ EXISTING GROUND s U C ~
0 m EXISTING I~ O ~ r- N O O O O ~ N ~ O
~ v7 O 0) M O d1 O ~ O O O to O ~ ~ ~ ~ ~ ~ d' d' N N N r~ ~ rn ~ rn rn ao 00 ~ 00 a0
GROUND ~ M ~ M ~ M ~ M r7 N N N N N N N N N o ROCK CROSS VANE ~ ~ ~ ~ ~ ~ M ~ M ~ M M ~ ~ ~ ELEV. N tN M ~ ~ ~ ~ M ~ ~ M ~ ~ ~ a
I W
o I
204+00 204+5C +50 202+00 202+50 203+00 203+50 200.+00 200+50 201 +00 201 0 204+50 205+00 205+50 206+00 206+50 207+00 207+50 ~ ~ ~ x~
M
O Ml O a~.
a , . CONCRETE A-VANE ¦~AOA®® ,,,.n~r., ,.n
r' Itl 0 aHr G i ur
h
RIP RAP Do Not Use For Construction 5 23
FR~ 8® 1 749
NOV 2008
OS Ai0 ST(PRM4 PR"N BPMCtf

tQ
EXTEND EXISTING 1 )EXISTING 15" RCP
- - w 24 LF TO PROPOSI = BOULDER TOE PROTEC1ON WIDTH SHOULD .,°-,~m- RIGHT ~ WAY LINE BOX. MATCH EXISII TO PROPOSED DROP
~ FlRE HYDRANT ~ EXTEND AS NECESSARY TO THE GABION w--- WATER IATCH EXISTING SLOPE. o
ss--- WALL FOR A CONTINUOUS BANKFULL BENCH.
~ O WATER METER SANITARY SEWER w i CONSTRUCT DROP uNK-- UNKNOWN UNDER GROUND W RUCT DROP BOX- .EV. = 325.0
WATER VALVE ~ RIM ELEV. = 325.( ® UTILITY ~ m ___c___ w INV. IN (15 RCP) I (15~ RCP) = 322.6 Q
£ ss NATURAL GAS - a SANITARY SEWER MANHOLE _ _ MAJOR CONTOURS Z INV. OUT - 318.2 UT = 318.2
- MINOR CONTOURS J ANTI-FLOTATION IP ~LOTATION INV. = 314.8
r ~ POWER/UTII.ITY POLE _ TREELINE ~ ~ SEE DETAIL SHEET ~ WITH GUY WIRE U ~ ° ~ :TAIL SHEET. 14
EDGE OF PAVEMENT ~ ~
o ~ SIGN Q - a ~ 0~ ~ ~ ~ REMOVE EXISTING N E EXISTING CULVERT
. ! ~ ~S#7 AND REMOVE POR ~EMOVE PORTION OF EXISTING ~
TREE " BASKET WALL (SET T WALL (SEE XS X10 SHEET 18) A
~ ~~~b~~~ ~
s ~01 END OF INFORMATION
> ~ ~ ~ XS~8 ~ ~ ~.4 z ~ ~ ~ ° 0
z
e ` ` IA(l , , u l l n l ~ , , ~
r"`~v
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'Q:y Q~ Z~y: v sy w ® r~
~ sip 3
9 e n i, r .dd . o ,,,I0,6®N ~~s..~e~.~®o ,,s,~
BOULDER WALL PROTECTON ~ ~ ~ ~ ti ~ e ti ~ ~ ~ ~ ~ ~
E%ISiING STREAM ~ ~ ° ~ ~ # : ~ : ~ ~ ! ~ SEE DETAIL SHEET 11 ~ oo ~ ~ ~ ~ t ~ ,t,,///111111111~j1,,,,,
PR~OS'ED STREAM ~ a ~ . ~ ~ . ~ R ~ BOULDER TOE PROTECTION ~ a, ~ ~ ~ = b' ~ ;
-c- tXJT LINE . ~ o e ti~ ° 5 xt ° SEE DETAIL SHEET 11 ' ~ . P e• e Q~ -F- FLU. LINE P o 0 0 ;
CKJ00OIO PLACED BOULDERS -•••-PROPOSED BANKFUU. o~~- ti ti~ ` . ~ , d ~ ~ ~
SEE SPECIFICATIONS .
,tom a~~
GRADATION OF 2 -12 STONE ~ , ~ ~ c~ 0
~ a~
STEP POOL m ~ ~ ~s: v
~~F b ~ +.?:,.q STRUCTURE ~ `s ~~,c ~ ~
~ SEE DETAIL ~ ~ ~ R EXISTING GABION BASKETS TO ~ - ~ ~ ~ BASKETS TO
SHEET 11 ~ y~,9 e W . ~ C ~ , R REMAIN IN PLACE. BACKFILL ~C BACKFILL
~ ~g1. Q BEHIND EXISTING STRUCTURES 51RUC1URES
WITH BOULDERS.
I GRAPHIC SCALE
CONCRETE A-VANE 0 15' 30' 60' 120' H
SEE DETAIL SHEET 12 U
I
(C
DROP BOX P~
DB SEE DETAIL SHEET 14
~I
1 E
i T^
~ ~ w Vela
a
336 ~ 33 N ~ T\ r V
I M
- ~ p .a,., ~ w..~,~..h. ~ N O
J P7
O~ Oo II ~ ~ W
~N a
- ~ > 332 Q W 332
z~-~ ~ w p w~nw I
z ~ o~ Q N >
> } Q ~ _ _ _ . ~ W ~ w
Q~ II W~ p W to W ~ W i~ O W~ O U N tQ t~ Z .,.J Z ~ Z ~ Z ~ ~ ~ Q ~ ~ ~ a
~ j Q D O Q ~ s Q ~ Q Z Z~ ~ ~ N ~
WIZ >O ~ > ~ ; > r`) > ~ OpU~ C9f~ r~
W ~ ~ ~ 1-p» r Jwx 328 ~ ~ M ~ N ~ ~ ~ II 28 = U 3 ~ it ~ JM II I ~ ~o II ~ ~o II UQ~ II ~ w
~ zQp ~Wp p0+ 9 p0+ 00+ ~Ot- zrn+ . OI-J ~ O > ~ O > O > Z > N-Q
Utnw ~ u~oo> ~ ~-~z ~ n-00z ~ ~-°°z W~ wo Q c~°°W 1. W U pZ O_ O_ O_ >ZWJO =ZpNW 1. SEE SHEETS 11-14 FOR STRUCTURE DETAILS
W ~ YZN Y~ ~ ! Ya. ~•Y~ ~ O~YWN,_ Uf- 2. 2. EXISTING GRADE LINE MAY HAVE CHANGED SINCE ~
~ U ~ ~ ~QO I ~ ~QO ~ ~QO •Q ~Q ' O W~OJ O ~F-J O ~HJ O (nf-J WXQ>I- W XI-> SURVEY WAS CONDUCTED. ~ A ~ ~
W m d' ~(n W ~ ~ ~s(n L~ ~ ~(n Li ~ W U1 Z Ul F- W (n Z iA
J ~ ~ ~ • • • PROPOSED TOP OF = ' f 4 x a U
324 32 BANKFULL U I I ~ x
F- ~ I ~ i ~ a . ,o ~ N a
•0 s i i E PROPOSED CHANNEL g ~ ~ S I w a
BOTTOM = .0 I ~ I ~W ~ tL,
~ ~ ~ e 3 z ~ NEW CHANNEL ON _ A U
Q STING GROUND ~
~ 6~-0.0005 a. ~ ~
320 m~.~ 320 o ~ ~ ~ ~I ~ , PROPOSE BANK Ft1LL , ; z° Q w
o i i~ o i o ~ ~ ~ ~ w a
o ROCK CROSS VANE , I 3 ' I - a ¢
Q € J
~ ~
z d. ~ U
Q I d 316 T- ~ ~ p ~ _ _a 316 C
. ~ I o +
~ ~ r I I N W N N
rn ~ +M tNl~ ~ ZIO- a CONCRETE A-VANE j 00 p r~ o co r~ O v ~ a a..~
~ hw N p II o~ Q~~ h p w
~ W Q t j N ~ t~ (9 r- p II +
~ RIP RAP v~i w Q w N O~ I II I-J > ~ ZWp z ~Q E
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0 2 lr~ry
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EXISTING rn O O 0) N d' O ~ t0 O W 1~
n. N N N N O O 00 pi GROUND N ~t N N N N N N r
M ELEV. V1 3 K~"v
0
0
207+50 208+00 208+50 209+00
~HLE 1 UN
Do Not Use For Construction 6 23
l

NOTE:
1. REFER TO THE GENET THE GENERAL NOTES SHEET (SHEET 2) FOR EROSION CONTROL
NOTES.
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STOCK PILE AREA ~ ~ ~ a a o°
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m IS1'ING SURVEY vi
rn 3 PERMANENT EASEMENT ~ FIRE HYDRANT ~ ® v
EXISTING STREAM (L
v ~ O WATER METER ~ PROPOSED STREAM ~ A ~ _ ~ - CUT UNE Z a ~ Q ^
d~ d~ 0 ® WATER VALVE -F- FlLL l1NE
i SS r SILT FENt~ ~ a Y ~ ss SANITARY SEWER MANHOLE TpF-TREE PROTEC110N FENCE
U C O POWER/UTILITY POLE ~TPF PROPOSED FENCE PROTECTION/ALT FENCE ~ o
L } m ~mJ WITH GUY WIRE
-••-PROPOSED TOP OF BANK (BANKFULL) ao' o ~5' ao' so' ~ A SIGN -~,pp-- uMiTS OF DISTi1RBANCE Q ~
C O
N m TREE W
a
~ ~4 0 M ~GI END OF INFORMATION ~ ' ~ TEMPORARY SILT CHECK DAM ~ ~
O ~ ~
O
c a
TEMPORARY CONSTRUCTION ~ . ®®s _ .
OF I t ENTRANCE/ACCESS FINAL AL
~
Do Not Use For Construction 23

~i
1. REFER TO THE GENE i THE GENERAL NOTES SHEET (SHEET 2) FOR EROSION CONTROL
NOTES.
E 0
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m SYMBOLS-EXISTING cn a~
rn 3 v PEi~IANENT EASEMENT FIRE HYDRANT EXISi1NG STREAM t~, L
v 0 v
O WATER METER ~ ~ A ~ _ ~ -c-CUT LINE ~ a ~ ~
d. `t O ® WATER VALVE Flll IJNE Z a ~ Q ~
SS s ss .SANITARY SEINER MANHOLE SILT FENCE -mF TREE PROTECTION FENCE ~ W Y
U C O -•-1PF- COMBINA110N TREE PROTEC110N/SIIT FENt~ POWER/UTIUTY POLE _x _ PROPOSED FENCE H
m WITH GUY WIRE ~
N N a -PROPOSED TOP OF BANK (BANKFULL) ao' 0 15' 30' so' SIGN -ipo--UNITS OF DISTURBANCE ~
0 2
0 Z
N d TREE W ~ U
d' ~ Via' O w.~1~ M EGI END OF INFORMATION ~ TEMPORARY SILT CHECK DAM ~
O
O 4
C
g IE.MP®R~~. ~4~~IRUCTION ® - ® -
tN IKANUL/AGGtbS 'e, SHEET OF r 1 o Not Use For Construction 8 23
~

LANDSCAPING NOTES:
SPECIFICATIONS PERMANENT EA~IENT t 1. ALL DISTURBED AREAS WILL BE REPLANTED WITH TEMPORARY OR PERMANENT
SYM. KEY BOTANICAL NAME COMMON NAME ~ ~ EXISiiNG STREAM ~
/ s~ PR~OSED STREAM CALIPER HEIGHT ROOT SPACING OTHER QUANTITY ~ PLANTINGS (BASED ON SEASON) IMMEDIATELY AFTER CONSTRUCTION TO o
Y -x -PROPOSED FENCE STABILIZE AREAS OF BARE SOIL.
, a ~ PROPO~D TOP OF BANK (BANKFULL~ AR Acer rubrum Autumn Blaze Red Maple 2 10-12 B&B AS SHOWN 3 TREES ~K (eArll~uu.)
m 2. PERMANENT OVERSEEDING OF FESTUCA RUBRA, CREEPING RED FESCUE ON THE Q
~ NS Nyasa s~vatica Black Tupelo 2" 10-12' B&B AS SHOWN 7 0 SLOPED STREAM BANKS WILL BE PROVIDED IN SEASON.
m - ,
FG Fagus grandifoloa American Beech 2 10 12 B&B AS SHOWN 5 ZONE 1: GROUP B ~uP s 3. PERMANENT OVERSEEDING OF A MIX OF FESTUCA RUBRA, CREEPING RED
~ -disturbed areas lower ( areas (lower FESCUE AND THE SPECIES MATCHING EXISTING WILL BE PROVIDED ALONG THE
C Quercus coccinea Scarlet Oak 2" 10-12' B&B AS SHOWN 7 bank-SHADE) o Q 0 N TOP OF SLOPE. AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF
' ~ - B&B AS SHOWN ZONE 2: GROUP 6 - CONSTRUCTON, EXCEPT FOR THE SLOPED STREAM BANKS, OR FOR OTHER ~uP e - SPECIFIED PLANTING AREAS.
CL Cladrastis kentukea Rosea Yellowwood 2 10 12 12 disturbed areas (upper 3as (upper A
n bank-SHADE BN Betula ni ra Herita a River Birch 1.5 10-12 B&B AS SHOWN 3 stem min.
~ 9 9 2 ) 4. AREAS DISTURBED BY CONSTRUCTION WILL BE RE-PLANTED ACCORDING TO THE
° incess' D w od 6-8' B&B AS SHOWN - Z CF Comus florida Cherokee Pr og o 1.5 g A PLANTING CALL OUT REFERENCED FERENCED ZONES SPECIFIED ON THIS SHEET. o
ON THE LANDSCAPE PLAN IS IS z
AG Amelanchier randiaflora 'Autumn Blaze' Serviceberr 1.5" 6-8' B&B AS SHOWN IDENTiFlED AS FOLLOWS: 9 Y 3 5. CONTAINER AND B&B PLANTINGS ARE SPECIFIED ON THE LANDSCAPE PLAN,
" SHEETS 21-24. ~,,e~~~~tiiu~uua~~~~~.'~
, " NUM®ER OF PLANTS PO Plautus x acerfolia Yarwood Sycamore 1.5" 6-8 B&B AS SHOWN 2 P••..
SPECIES CODE FROM MASTER I MASTER 6. OVERSEEDING AND ADDITIONAL PLANTING WILL OCCUR AS ENHANCEMENT IN `.°`°~~@,RCHIIF~'~6y
PLANT LIST THIS SHEET ZONE 1: GROUP B -disturbed areas (lower bank-SHADE) IEET NON-DISTURBED AREAS AS AN EFFORT TO IMPROVE THE STREAM AND URBAN ' . ?:c~' m
PERENNIALS/ ENVIRONMENT AND REDUCE. THE NUMBER OF EXOTIC PLANT REGENERATION. IN 9 v2 c
GROUNDCOVERS Carex lento inea Sedge 2.5 pot 12 o.c. DESIGNATED AREAS AS SPECIFIED ON THE PLAN. = ti`:~ ~ v c
:r o c
2,845s .ft. Mertensia vir mica Bluebells plug 8 o.c, q 7. 49 TREES REMOVED AND 49 TREES REPLACED N Q
Poch andra terminalis Pach andro 2.5 pot 12 o.c.
~ ~ ~
2.5" of " Sis mchium an ustifolium Bluee d rass p 12 o.c. ~GJ b b
ZONE 2: GROUP B -disturbed areas u er bank-SHADE PP )
a v
Adiantum ca ilus-venris Southern maidenhair p plug 8 o.c. o ~ ~
A uile is canadensis Columbine q g plug 8 o.c. ~ ~ I
Lobelia cardinalis Cardinal flower plug 8 o.c. 7,725sq.ft. r~ ~
' ~ A Geranium cinerum Lawrence Flatman Cranesbill plug 8 o.c. u
Pennisetum alo ecuroides 'Cession' Dwarf Fountain Grass p plug 8 o.c.
Trillium randiflorum Trillium lu " o.c. g pg 8 ~
~ ~
a € .~'."''',r e x^
~ ~ ,ate ~ i - BCD F
~ 3
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FINAL DESIGN SHEET OF
Do Not Use For Construction 22 23
l

ETYPES_,P,B,4e~, LANDSCAPING NOTES:
-----PERMANENT EASEM MANENT EASEMENT 1. ALL DISTURBED AREAS WILL 8E REPLANTED WITH TEMPORARY OR PERMANENT
E~gS11NG STitEAM G SPECIFICATIONS ~ PRr~'OSED STREAM ~o~D S1REAM~r~ PLANTINGS (BASED ON SEASON) IMMEDIATELY AFTER CONSTRUC110N TO °
~ SYM. KEY BOTANICAL NAME COMMON NAME Y ~ -X - PROPOSED FENCE a
~ CALIPER HEIGHT ROOT SPACING OTHER QUANTITY PROPOSED TOP OF ~o~ ~ ~ BANK (BANKFUII) STABILIZE AREAS OF BARE SOIL. a
" 14-12' B&B AS SHOWN 3 m AR Acer rubrum Autumn Blaze Red Maple 2 2. PERMANENT OVERSEEDING OF FESTUCA RUBRA, CREEPING RED FESCUE ON THE A
TREES SLOPED. STREAM BANKS WILL BE PROVIDED IN SEASON.
0 ° NS N assa s vatica Black Tupelo 2" 10-12' B&B AS SHOWN 7
° Y YI ~o ZONE t; G ZONE t; GROUP 8 3. PERMANENT OVERSEEDING OF A MIX OF FESTUCA RUBRA, CREEPING RED
~ " _ B&B AS SHOWN 5 -disturber FG Fagus grandafolia American Beech 2 10 12 -disturbed areos (lower FESCUE AND THE SPECIES MATCHING EXISTING WILL BE PROVIDED ALONG THE
o bank-SHAI o " , bank-SHADE) TOP OF SLOPE AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF
" uercus coccinea Scarlet Oak 2 10-12 B&B AS SHOWN 7 QG Q
ZONE 2: ZONE 2: GROUP B - CONSTRUCTION, EXCEPT FOR THE SLOPED STREAM BANKS,. OR FOR OTHER
, " - , disturbed i CL Cladrastis kentukea Rosea Yellowwood 2 10 12 B&B AS SHOWN 12 ban - disturbed areas (upper SPECIFIED PLANTING AREAS. A bonk-SHADE)
E , , " ~
> BN Betula ni ra Heritage River Birch 1.5 10-12 BdcB AS SHOWN 3 stem min. 2 o g 4. AREAS DISTURBED BY CONSTRUCTION WILL BE RE-PLANTED ACCORDING TO THE
z A PLANTING CALL-OUT G CALL-ouT REFERENCED ZONES SPECIFIED ON THIS SHEET. °
' " 6-8' B&B AS SHOWN ON THE LANDSCAPE PU CF Cornus Honda Cherokee Pnncess Dogwood 1.5 8 IDENTIFIED AS FOLLOWS: ~NDSCAPE PLAN IS AS FoIloVYS: 5. CONTAINER AND B&B PLANTINGS ARE SPECIFIED ON THE LANDSCAPE PLAN,
' - ' B&8 AS SHOWN AG Amelanchier grandiaflora Autumn Blaze Serv~ceberry 1.5 6 8 3 " NUMBER aF PLANTS 9ER OF PLANTS SHEETS 21-24. ,~>~~~,11 W 'Uf'~~~si~o
, " ~ SPEGES CODE FR GES CODE FROM MASTER ~.~`,~?~°aRCHirF~~bd%,
PO Plautus x acerfolia Yanaood Sycamore 1.5 6-8 B&B AS SHOWN 2 PLANT LIST THIS 6. OVERSEEDING AND ADDITIONAL PLANTING WILL OCCUR AS ENHANCEMENT IN ; o;~ c~ ;y NT LIST THIS SHEET ~ v~ w m _
NON-DISTURBED AREAS AS AN EFFORT TO IMPROVE THE STREAM AND URBAN o _
1: GROUP B -disturbed areas lower bank-SHADE ZONE ( ) ENVIRONMENT AND REDUCE THE NUMBER OF EXOTIC PLANT REGENERATION. IN
PERENNIALS DESIGNATED AREAS AS SPECIFIED ON THE PLAN. `,y~p~ ®~'~'~Q,, ~ , d p N ~ 31 S ~ . . • Q P ~ ~
GROUNDCOVERS 2.5" of 12" o.c. Carex lanta mea Sedge P
" 2,845s .ft. 7. 49 TREES REMOVED AND 49 TREES REPLACED.. ~~''''~~~~~1?~"`~~~~
Mertensia vir mica Bluebells plug 8 o.c. q
.5" of . . Pach andra termmalis Pach andra 2 p 12 o c b ~
~ b ® ~
2.5" of 12" o.c. Sis inchium an ustifolium Blueeyed grass P
:GROUP 8 -disturbed areas u er bank-SHADE ZONE 2 (pp ) 0
~ ~
- Southern maidenhair " Adiantum capilus venris plug 8 o.c. U eC
' canadensis .Columbine lu 8" o.c. Aquilegia p g ~ ~
" 7 725s .ft. Lobelea cardinahs Cardinal flower plug 8 o.c. q
' r nesbill " Geranium cinerum Lawrence Flatman C a plug 8 o.c.
ennisetum alo ecuroides 'Cassian' Dwarf Fountain Grass lu 8" o.c. P P P9 N
(V~
' ium randiflorum Trillium lu 8" o.c. Trill g p g E-r O
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FINAL JHLE 1 Ull
Do Not Use For Construction 23 23

FIRE HYDRANT
I O WATER METER PROPOSED ROCK A-VANE z 0
Y H T 9 FOR DETAIL ~ ® WATER VALVE SEE S EE a
a
ss SANITARY SEWER MANHOLE m A
s BOULDER TOE PROTECTION a POWER /UTILITY POLE SEE SHEET 9 FOR DETAIL
~ s ~ ~
° SIGN I ~ O
' PIPE PILE WALL j ~ o---o-o PLACE BOULDERS TO ABUT .RS TO ABUT EXISTING
o SEE SHEET 8 FOR DETAIL ~ I ~ BEDROCK WITH OUT GAPS. N TREE OUT GAPS. DO NOT
_ , I I ~ EXCAVATE BED ROCK TO PL ~ ROCK TO PLACE
r ~ Q ~ ~ ` BOULDERS EXCEPT AS APPF ECG END OF INFORMATION - --PERMANENT EA~MENT ~ Q~ PROJF~T ENgNEER. ;EPT AS APPROVED BY a~~ ~ JEER. o= Q
~ EfgSTING STREAM ~ ~ XSt XS2 . ~ a
s TREE TO BE REMOVED ---~-PROPOSED STREAM y ~v~ ~ ~ _ ~ - ~ ' > -c-CUT IJNE ~ o~ XS3 . ~ ~ a ,
o _ ~l z -F- FlLL LINE ~ ~ I a,. ~ ~ o
RIgiT OF WAY LINE SILT FENCE ~ ~r ~ ~ ~=,~,a,~-,ti,-~.„,~ ~~r ` ~ z
1PF- PR0TEC11ON FENCE ~ ~ ~ --W--- WATER ~ ~ ~ ~ ~ ~ - JO ~ ~ ~ H
_ ~ ~ N - SO ss -SANITARY EWER 1PF-COMBINATION TREE PROTEC11ON/ ~ ~ ~ ~ - n . ,ay N P --?uT~ -UNKNOWN UNDER GROUND -x-PROPOSED FENCE ~ ,.4 . ~ g ~ - ' ~ -K~ OBLI HNS~N S T ~ ; N
UTILITY - - PR~OSED TOP OF BANK BANKFULL1 ~ - - g e' .,..r rl~. a S Qom.` z~'~»°.'°~:
---G--- ~ , . NATURAL GAS -ioD-LIMITS OF DISTURBANCE 1~ ~ ~ ~ ~ ~ • ~ ~_.q:- , y ~ ~ ,,,~x~
- - - R CONTOURS ~ ~ ~ r. y~ ~ ; C I , ,m ~ w v"a .F7 ,rs, ~ ~ .fie 3.,:. .rB
-MINOR CONTOURS ~C p ~ ~a ~ ; ,~f ~ ~ ~ ~ ~ ~ ~ ~ ~ y~~
TREELINE P~ ~ t ~ ~ ~s ~ e ~ ~ ,~,w . EDGE OF PAVEMENT - ~ ~ ~ ~ ~ ~ , r~ ~ ~ , ~ - a s 3 :as
p p
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cWVe.@C~ `~+.t ~ 4. Fs_ Pis `0' j{, $ ~ 4ia~ _ y' p"° ~V ~ ~ 1 _ ~ ~ bm..`~..w~a.~Eg ~r~ $ ,..j J° Yd r9"4'~Y _ni Y'°i 4a P-
mWw om J ~ 4°a ~ ~ ~~4° ~o ~ F t e~~ PILE PIPE WALL ~ ~ ~ ~ ~ ~
<w. u~ $t e~ ~ ~ ~ .3 "'R t ~,4 `E~. r ~ ~ ?e~ 9 t ~ ~ r ; ~ ~ I ~ 1 n
~:,,k, ~ ~ ~ eF' sya mow, i ~ a `S 1 ^ ~ ~ w1
~ ~ : ~ Wyk 2 v'a-Ft°w. ti ~ p,F?~~,~+~e~` 44w } ~ T s° d~~ ~ 7 y'9w rv. a+t° d.:.v^~J~ w` w.v rc+n^ r+m u°n.
~ ey" S ~ -.fib ' a.~
S~ `fir s' ~ g•~ t~ 1~ ^~y m__ u- a W
PLACE BOULDER ~ ~ ~ ~ a
~ TO ABUT ~ ~:~~.~~a ~ ° BOULDER TOE ~ L ~~~a
PROTECTION ° ~ Q ~~t ~ ~ ~ ~ ~ .erg ~ II~~ r , hil
ce WITHOUT GAPS J ~ ~ y ~ °t 4 ~ gg .g ~ ~ 6
~ Q ~ ` ~,f' ~ .yam .y - ~ ~ ~ w
~ ` ~ . E@
- cop CUT AS NEEDED ~ ~ TO MEET OSHA
REQUIREMENTS ~ ~z ~
~ ~ ~ ~ ~ ~ W U
F ~ PPARK ~R ~ ~
~ P ~.r ~ U ~BLIC R/w ~ ~ ~ d ~
a
~ ~ ~
NTAL SCALE HORIZO
_ 9
so' o ~s' ~o' so' Asa - - € ~ I 4 - - _ WW ' e
0.0 ~ ~
o~ I ' Q n= ~
~ o ~a,,..~~. ~n .~x. ~ • • • PROPOSED BANKFULL ~
m I I ~ ~ ~ I
s,o° - ~ ..01.5
312 ~x ~E ~ ~ 312 ~ "A
-o-oo I ~ 6 PROPOSED CHANNEL BOTTOM x
W ~ - I ~ x
M ~ 4 ~ J t. ~ ~ ~ ~ ~ ~ OF NEW CHANNEL ON a
~ t I ~ ~ ~ EXISTING GRAND ~
~ ~~r~ w
RIFFLE SLOPE ~ ~ ~ ~
z ~ 308 o - - - ~z . ~ Q _ ~ ~ ~ $ 3OH ROCK A-VANE ~ ~
M ~ i H + } f ~ ~ ~ p A A
i 0o it ~ ~ I 1 ~ ~ m ~ ~
N M ~ I I ~ ® ~ I. f ' 0 p, ~
~ Q ~ i WI-~ ~ ; ~
Q =tAW I ~ F
o ~ 5 ~ ~ W ~ I ~ ~ ~ 0.5 DROP I ~ r _ ~ - 9 ~
Z 304 ~..~a~.,,~....w~_~ ~m a OVER ~ ~ 304 c.i
d STRUCTURE f i
° I I a TRANSI110N END OF ~I
m Y ~ BANKS RIFFLE ~ s.~# ~ I W ~
3 ~ ~ ~
W ~ W ~ ~ ~ v Z O Z 0~ e ~ ~ Q ~ O W ~ d I ~ ~ w o
~I ~ M ~ W ~ Q M N C O ~ ~
o QN II O~® _NO Ito II O~'p I ~ ~ ~ ~ Q E
M Q=OM QsF ~M Q:I~M I • ~ ~ ~ a
wp? m°o II Op II W'"Z mo II Op II ~ f ~ SEE SHEET 9 FOR STRUCTURE DETAILS. ~ ~ ~
OM M M OM~ M M I ~ ~ I • SEE SHEET 2 FOR GENERAL NOTES,
QO QW QQW ~Q QW QQW I ~ ~ N O ~ B ~ OHJ OI-J WI-J OI-J OI-J WF-J 6 f I r ~
_ m~W Q.f~W =fAW mNW Q.tAW SfnW I ~ ¢ I ~ t 1p ¢
C ° I € 3 I N ~ a.,Y..~.... ~
a I I _
~ ~ d~ i~ ~p
° EXISTING
°
.GROUND b O ~ O ~ ~ N O rn ~ O O 00 O O O o ~ o 0 0 ~ ao d
ELEVATIONS o 0 0 ~ ~ ~ oo ai o0 0o ao ~ r ~ ~ ~ j ~ c- ~ M ~ O O O O O O O O O O t~ t~ r~ r''1 r~ M r~ ~ M M ~ ~ ~ O 0 r0 O O O O ~ .
FINAL DESIGN antra i uH
Do Not Use For Construction 4 14
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 -D 0 304+00 304+50 305+00 n- r , A
us LIS ~ Lc~ [I W
NO V 2 4 2008
t ill • WAII QUA ITY SAWDSToll AIUTY

i
~a ~-z~, • STAGING AREAS SHOULD ENCOMPASS LESS THAN
HALF DF THE ENTIRE ~ ~ ~ ~ o
~ ~ STREET WIDTH ~
~ _ ~ a ~ ~
4 ~ moo ~ .;w...... JO m ~ M. JOHNSON ST.~~`~`° ~ ~
.r~ • . .....!!1
s • :`.r
`V F
° ~w qy 0 ti 1 0 a
*e ~ STAGING/ '~`1 ~'qq, ~ ~ C C~~ :.yPP K'H.ti. ~y9 •ti q..
N .vim ~ X p~ v4r ~ ~ •~c.~~d:^^:: ~ ti • ~ ~ a •.STOCKPILE AREA;~:~;`::~::::: ~ Qe ~ A
a ~ . ~ Cp
~ ~ e ~ ~Q $l d' `y6 ~ t~.: +~,m'v_"°t` ~ ~n.~i ~ `"eta k~ r` x~j p er° ~ p i o i 1.~ „V 3 ~ e~,` r, 5 ~.e ~ •u °.R=k ~ ao . , < Z d' ~ ~r ~ Ee..$ ~lP F ~v`~c. ~s. _ 'r~ 1 .s ~•"s • r' ~ ti ~ ~
4 ° d g' y ~.v f Lr. rc\ m ~ 000 ~ ~ y,.~ . ~ ~
~ ~ _ m'" ~ OAK ~ e 9. °a„
0 ~ ; sy + O ~C`~'.~°t~P`i 0~ OV S ~ q P ~ 2y~~ s° ~ ~J~,~Qr~rr....r~7® ~~i~
~ \'m,`~ ~ O ~tpv 0~`°"" Ds, . ~ ® 0~•' G J~, ~ s1i1 fA N ~e w a
`.,4a ~ 0 ,;s i~ a ~4 ~ q f .~9 ~6 `C e ~4 ~I ~I ror .r.
~ , ~ ".m ~ Z. ~ r,,~ /jy pv~4 ° .gyp tr~ <F° 1 "y(7• Od~~'~ ° a~6 A vs ~ ~ o ~ ~ P •J ~ ~ e ..rrr ~®o e,~
. P
} x-,- r
/ ~e
~b ~ ~ m >n ~ ~ ~ ~
A ~ ~ ~ ~ o~ ~ ~
TREE TO BE REMOVED ~ ~ a o ~ ~
ONLY IF NECESSARY TO o,~a;. s ~ ' ~ `
MEET OSHA ~ P Q~'° ,s-~`~t ~-~W
REQUIREMENTS ~ ~ w ~ ~`~`~a~~&~ g ~~g
~ of ~ °
• ~.a _ ~ 3~
~ ~ ~~~F a ~
~ °r ~ ~ E
°,o ~ ~ ~ U ~
m° ~1 ~ O r
i ~ ® OOI
X f 9 O
~ ~,i Qi N
S~• . ~ ~
rs ~ NOTE: I ~ a W ~
~~~~~~pp~-~ ~'•P+:a ~S
b ~3' S 1. STAGING WILL BE LOCATED AT THE DESIGNATED ~ W ~ a
STREET PARKING AREA ON JOHNSON STREET ~
ADJACENT TO THE PROJECT SITE. ~ I ~ ~
2. REFER TO THE GENERAL NOTES SHEET 2 FOR
TRAFFIC CONTROL REQUIREMENTS REGARDING THE W ~
STAGING AREA. ~ Z ~
3. COIR FIBER MATTING TO BE INSTALLED ~ ~ U
ACCORDING TO THE DETAIL ON SHEET 9 ALONG ~
THE ENTIRE DISTURBED LENGTH OF LEFT BANK. W ~
E-+ ~
~ ~
d' U ~ A
x U
x
a w a
w
U
W ~ ~ p A A
- - ° - W W
N -----PERMANENT EASEMENT ~ FlRE HYDRANT E1aSTING STREAM ~ 0 ~ a ~ ~ W f].
~ ~ i~ ~
~ PROPOSED STREAM O WATER METER PROPOSED ~ z -c-
° ROCK A-VANE CUT UNE W ® WATER VALVE -F- FlLL UNE i
N SiLT FENCE
Q ss SANITARY SEWER MANHOLE 1P~ TREE PROTEC110N FENCE a ~ -+-1PF-COMBINATION TREE PROTEC110N V G
BOULDER TOE PROTECTION ~ POWER / UTIUTY POLE -x-PROPOSED FENCE 0
° -•••-PROPOSED T~ ~ BANK (BANKFUU.) N
3 ~ SIGN -LOD- UNITS ~ DISTURBANCE
i o-o--0 PIPE PILE WALL O U
-i TREE _ ~ ~ a ~
0 zl~ ~Q~
M ~ TREE TO BE REMOVED
U 0 EC€ END INFORMATION TEMPORARY SILT CHECK DAM ~Wa Y~
m 0
N
o °°°~94°-RIGHT OF WAY UNE _ --w--- WATER ®~z
o --SS--- TEMP RARY CONSTRUCTION SANITARY SEWER ENTR NCE/ACCESS
--?uT~ -UNKNOWN UNDER GROUND a w ~
UTILITY v ~
~ ---G--- NATURAL GAS 0
- - -MAJOR CONTOURS ° MINOR CONTOURS ~ s
b .~YYI. ~ TREEUNE 30' 0 15' 30' 60' ~ i
EDGE OF PAVEMENT 1 r
g
~I ® FINAL SHEET OF
LDD o Not Use For Construction 5 14
l

GENERAL NOTES:
E 0
Y E SPECIFICATIONS 1. ALL DISTURBED AREAS WILL BE REPLANTED WITH TEMPORARY OR PERMANENT a
SYM. BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPAgNG 01HER QUAN11Ti' AREA PLANTING (BASED ON SEASON) IMMEDIATELY AFTER CONSTRUCTION TO
/ m STABILIZE AREAS OF BARE SOIL A
FG Fa s raidifolio American Beech 2' 12-14' B~8 ~ SHOWN 2 E Tt~ES g ZONE 1: GROUP B 0
~ QC Quenxis coccinaa Scaiet Oak 2" 12-14' Bd~B AS SHOWN ~ -disturbed areas (lower lower 2. PERMANENT OVERSEEDING OF FESTUCA RUBRA, CREEPING RED FESCUE ON THE
bank-SHADE) i CL Cladrastia kaitukeo 'Roses YaNowwood 2 12-14 8~ ~ 2 SLOPED STREAM BANKS WILL BE PROVIDED IN SEASON.
o ' Brllence' Servkxb 1' 8-10' Bdd'3 AS SHOWN 3 stem min, 3 ZONE 2: GROUP B - o AG ter x aro N disturbed areas (upper per 3. PERMANENT OVERSEEDING OF A MIX OF FESTUCA RUBRA, CREEPING RED
BN Betula ni ra Hertta a River Birch 1.5 10-12' Bdd3 AS SHOWN 3 stem min, 2 bunk-SHADE) FESCUE. AND THE SPECIES MATCHING EXISTING WILL BE PROVIDED ALONG THE ~
PERENNIALS/ ZONE 1: GROUP B -disturbed areas (bwer bank-SHADE] 7~ . TOP OF SLOPE AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF Q
b GROUNDCOVERS ~ a Carex plantaginea Sedge 2,5" pot 12' as A PLANTiNG CALL-OUT REFERENCED
E ON THE LANDSCAPE PLAN IS QED CONSTRUCTION, EXCEPT FOR THE SLOPED STREAM BANKS, OR FOR OTHER SPECIFIED PLANTING AREAS.
o Mertenaia vi tnkk~ Blu~elle plug 8' oa Z IDENTiFlED AS FOLLOWS. 0
Pach ro tarmtnalia Poch 25' pot 12' as z 4. AREAS DISTURBED BY CONSTRUCTION WILL BE RE PLANTED IN ACCORDANCE TO
N NUMBER ~ PLANTS ZONES.
Sisyrinchium angustifdtum Blueeyed gross 25"pot 12" oa N SPECIES CODE FROM MASTER ,111111111111//~~' DER
ZONE 2: GROUP B -disturbed areas (upper bank-SHADE) PLANT UST ON SHEET 12 2,285 SQ. FT. 5. CONTAINER AND B&B PLANTINGS ARE SPECIFIED ON THE PLAN. ,o`~° P *
CN•~, d.,
Adlantum co nua-vends Southern Maidenhair plug 8" oa m ~ ~ ~ j~••; y'
A n to can~enete Cdumbine plug 8' oa 6. OVERSEEDING AND ADDITIONAL PLANTING WILL OCCUR AS ENHANCEMENT IN
' lu 8' o.a NON DISTURBED AREAS AS AN EFFORT TO IMPROVE THE STREAM AND URBAN ti v'6 0 '~c
Labedia cardinaUs Cardinal flower plug 8" o.a ENVIRONMENT AND REDUCE THE NUMBER OF EXOTIC PLANT REGENERATION. IN d>~~~315~`?~'~'~Q~`'~
DESIGNATED AREAS AS SPECIFIED ON THE PLAN. %,,®N QP,o`
Pennbetum clopecurotdea 'Caeeian' Dwarf Fountain Groea .plug 8' o.a '''~Innmin`I°`~
TrnlNun gron~flarum Trnlium plug 8" as 7. 10 TREES REMOVED AND 10 TREES REPLACED
a~~~ ~
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o~
v
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