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i _ ~ i r ; + \ r ~ ~ SEE SHEET C104 / , ~ ~ ? ; PACKAGE 1 19.94 ACRES
a ~ _ W T ,QUAL I + ~ ~ ~ ~ / ~ ~ ' ~ . '
i ~ ~ ~ _r.._ ~ 6 ~ S SH -'STS A v \ i' ~ 1 i ~ i \ \ i i gTOR v~ 't ~ BST \ ~i ~ ~ ~ \ ~ , ~ ; 1 g ~ r ~ ~ ~ , \ ~ % ~ GARAGE .4~ ~ PACKAGE B 7.5 ACRES
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N ~ r ~ , TRU K STO SEWS 1 ~ ~ ! r ~ r._..__ ~ i TOTAL 27.45 ACRES
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No Iss No Issue Date
ment !m rovements rmwater Mana e Sta p 9 01 Pacl 01 Package B - Construction Documents 30 Apr 2007
02 Stflr 02 Stormwater Revision 03 March 2008
03 Wet 03 Wetland Revisions 27 June 2008
I
r in L D aw _ ~ 9 ; _ : Drawing List
6 . , _
~ / SW101 Sta . SW101 Stormwater Management Improvements
~ ; SW142 Era ~ ~ ; 6 ; SW102 Erosion Control Plan SW103 Stormwater Management Details -1
~ _ ~ ~ ~ ~ ~ ~ - SW104 Sta ' ' SW104 Stormwater Management Details - 2
e ~ % ~ . ~ i.. . SW105 Tar SW105 Landscaping Plan
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' ~ ~ ~ ALT NAT SW-4 WITHIN XED AREA ' ^ / l i le en otes Notes
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SCO-04-06201-01E FOR UPSTREAM IMPROVEMENTS , A~ ~ ' ~ limits of Disturbance Disturbance -
AND EROSION CONTROL FEATURES $ • . B . - A • EX INV. _ ~ / ~
i - , - , - A / ! 395.0' . 399 .
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~ , . SEE SCO 04-06201-01 E ~ ~ l NOTES
72.48 LF 30 HDPE (PACKAGE E) FOR STORM SEWER' i~ ~ `DEWATER-ANDREGR DE POND I;
UPSTREAM INV. 428.86' ~ ~ ' ABOVE MANHOLE 1 ~3 ' s '6 ~ EE~ WETLAND PLAN' SHE SW106'~ ~ ` i ~ ~ i ~ 398.7 ~ ~ O
~ ~y ~,DOWNSTREAM iNV. 423. ~ a ~ s ,-,Q i ~ I + ~ ~ a~ ~ 1. SEE PROTECT SPEE ~ ~ ~ i i < ~ ~ ~ ~ / I,: ~ r 'j ~ l PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT
~ ~ ~ (REMOVE AND DISPOSE ~.o , ~ 't ~ ~ `v ,1 ,O Ste', t y A V ~L ~ \ T G PIPE AND FES ~ v RAVEL ~ ~ OF EXIS IN ) ~ , , 1 ~ ; ~ CONST UCT 0 , ' 4STRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND
\ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ PLANTINGS FOR SI i' i ~ , ' ~ 61 i l / rn ! , NTINGS FOR SPECIFIC INFORMATION RELATING TO THIS SHEET.
, \ \ ~ Q . A r:. , I ~ ~ ~ I r M ~ / ~ i ~ , \ ~ € ~ / ~ ~ r { 4 ~6 ; \ ''ti ' MAINTAIN i
~ ~ ~ j i ~ ~ I ~ i ~ ` 2. SEE EXISTING SUR l l l i I ~`'1 EXISTING SURVEY AND UTILITY PLANS FOR ADDITIONAL SYMBOL
_ / A \ V ~ . ~ I I I ~ / i~ / / ~ ~ ~ i ~ ~ ~ o EXISTING STRUCTURE / i i / / l E t~ `~9 ~ ` E ~ i ~ ~ ~ MODIFY PER DETAIL ~ LEGENDS A ENDS AND LOCATION OF FOUND UTILITIES. OTHER UTILITIES MAY
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~ ~ :i ~ ~ ~ 1 ~ ~ ~ x ; h i ~ / ~ ! ~ ! ~ f ~ ~ ~ \ ! ~ ~ CONTRACTOR. tx i~ 1 ~ i ~ T~ \ I 4TRACTOR.
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1 \ ~ ' 1. ~ 1, \ ~ ~ 1 - \ \ / 4,~' / ; i A ~ ~ Oj ~ '1 I ~ ~ ~ ~ V ~ 3. EXISTING UTIUTIE. j/ ~ i ~ ~ ~ ~ ~ STING UTILITIES MAY EXIST WITHIN THE LIMITS OF DISTURBANCE..
i \ 1 ~ ~ CONSTRUCT SEDIMEN BASIN AND W , ~ ~ i` ~1 ~ ~ SEE DETAIL NO.~`~3 SW~ ~ 2~ i / ~ ~ ~ \P ~ 1 I ; ~ 1 ~ 1~ ~ ~ A 1 ; ~ ~ ~ ~ ~ All UTILITIES ARE UTILITIES ARE TO PROTECTED IN PLACE WHERE POSSIBLE, OR
I ~p V r ~V ~f~ ~ ~ ~ \ ~ ; , t j y r' ~ ~ it ~ l / ~ / ~ ti ~ 398.7 , 1 1 ~ e i f RELOCATED TO THI OCATED TO THE NEAREST PRACTICAL ALIGNMENT, WITH THE
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~ v ~ 1 d' , ~ \ ,y' ~ ~ ~ / ~ ~ / ~ / 1 ,.~p~, ~ \ ' ~i 0 ~ ~ ,
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~ ~ ` ~ ~ O ~ I ! R ~ LACE GRATE WI S 'yCOVER ; , , EP ROCK DROP STRICTURE ;CREST 420.0 i ~ CONSTRUC SIDE FLOW ~,WE1R ,1 ~ \ ~ ~ ~ ~ ~ y' ~ y " ,i ~ ~ ~ 4. SEE ER0510N CON ~ ~ / ~ i ~ i MAINTAIN EXISTING i, ; EROSION CONTROL PLAN SHEET SW102 FOR SEDIMENT
i i ~ ~ ~ 'AN'D SEAL JOINTS \ ~ r`~ 1 ~ ~ ~ 1 AN ROCK CASE DE F ~ CREST 424.0 , - HEIGHT 2.0;= ~ , ~ ~ P ,s ~ ~ i i 1 1 j ' ~ v ~ ~ MANAGEMENTAN ~ / / • i CULVERT IN J?LACE i A 1 NAGEMENT AND EROSION CONTROLS AND BEST MANAGEMENT
~ , ~ I ' . SEES DETA N0, 1 ~~SW1~.04'~ ~ ~'~sz ~ ~ ~ HEIGHT 2.0 A ~ REFER TO'SHEET ~ ~ ~ v ~ ~ ~ ~ ~ _v ? ROCK OUTFLOW WEIR ~ i , ;l ~ ~ ~ , i SF(APE PROPOSED/ I; I ~ ~ ~ ~ PRACTICES. I 1 ~CTICES.
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~ W REFER TO SHEET NOTE N0. 6 ~ ~ ~ ~ 1 ~ w e ~ 1SEE~~DETAIL N0. 2 SW104, ~ ~ ~~5 ~ ~ MATCH -CULVERT ~ ~ ~ ~ ~ ~ ~ r / ~ l , ~ ~ ~ v ~ ~ ; 1 T.O~ MATCH EXISTING. GRADE ; , / ~ ~ 5. SEE LANDSCAPE P LANDSCAPE PLAN SHEET SW105 AND SW107 FOR PROPOSED
~ 1 ~ ~ ~ 1 'y ~ ~ INV. ~ \ i i / ' EX IN~V .394.98 ~ ~ I ~0+ ~ , ~ / 'EXISTING RIM .(L)~ 413.65 ~ i i ~ 0~ ~ PLANTING SCHEDI I o~- ,NTING SCHEDULE AND REQUIREMENTS.
~ ~ 423 + t r ,.EXISTING,-RIM R 408.2 r i + sa.7 ~ ~ / ` ~ / / ~ ~ i i '
v ~ , , ~ \ v ~ y ~ ~ i • ~ v ;
. , ~ \ ~ , \ ~ ~ ~ ~ .r ~ , ; , , /i 6. ISH GRADES SHOWN ARE APPROXIMATE AND MAY NEED TO BE
\ ~ ~ ~~i ~ \ ~ ~a~~~~~111 INV. / %J , . . \ ~ \ \ ~ .PROP SE l[ \ INV. ; ~ ~ ~ ` . ~ ~ ' i l ~ OCK DR~o`P STRUCTURE / ~ ~ ADJUSTED IOCAII V Hp ~ ~ • 1 ~ ~ ; ~ I i IUSTED LOCALLY FOR SMOOTH TRANSITIONS BETWEEN EXISTING
~ , \ ~ ~ ~ ~ ~ ~ ~ R 427.0 y 425 18.5 - ~ ~ INV:' . ~ • 0 ~ INV:' 41 411.5 CREST,~408.0 L~ ~ ~ M ; ~ ! 4 ! AND PROPOSED S D PROPOSED STRUCTURES AND TO MATCH FIELD CONDITIONS.
~ ~ \ \ ~ \ ANGLE M TO _ =412. ~ 1 1 ~ v \ \ V ~ ~ . " ~p~l i` O ; ~ / i / ~ ~i i ~ ~ -412. ~ r HEIGHT 2.0 ~ I ~ ~ \ \ 3 M I ~ i ~ l ' 1~ ~ Q l l i~ ~o ~ 1I i i
` ~ ~ \ MAT H BAYVK S PE'\ ~ ~ '~D 20. : - ; ~ ~ ~ ~ A ~ . ~t A A ~ ~ ~ _ 6 ~ ; ! ~ I ~ ~ 1 i I li 411 0 i ~,9 i ; , 7. NOTIFY ENGINEER / / ~ ~ ~ ~ i , ~ i TIFY ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO ANY TREE
t `t ~ ~ ~ A ~ A ~ V ~ \ . r / ~ 398 i r 9 ! ~ ~
. 1 1, 1 ~ ~ ~ ~ 1, ~ \ 1 . ~ 1 ~ ~ . ~ ~ s ~ ~ DISTURBANCE OR ' ~ ~ ~ 6.5 ; ~ ~ ~ TURBANCE OR REMOVAL
. ~ \ \ ~ ~ - 1 . - , . . ~
\ \ 4 .5 \ V \ V~ _ , ~ ~ 3 - 8. CONTRACTOR TO , „ , ti , ~ ~ 5 r ~ 1 NTRACTOR TO PROVIDE AN IN-PLACE MOCKUP OF PROPOSED ROCK
t...._ , , • L 42 ' ~ ~ ~ ' ~ ~ _ I STRUCTURES USI IUCTURES, USING APPROVED ROCK SAMPLES AND DESCRIPTIONS.
, , y ~ ~ 0 . ~i '1 koo 3s~.z ~ ~ ~ ~ ~ \ PROJECT OWNER, ~ )JECT OWNER, LANDSCAPE ARCHITECH, AND ENGINEER TO APPROVE
~1 _ _ v v. ~ ~ r 0 ~ ~ ~ ~ 9 l o 3. { 3s _ . , - ~ \ CONSTRUCTION N ~ ~ NSTRUCTION METHODS, MATERIALS AND FINAL APPEARANCE PRIOR
A - , ~ ~r~ ~ ~ ~ \ _ i \ ~ 5 ~ 't INV. ~ ~ ~ ~ g. ~ - ~ ~ ~ ~ ~ ~ , ; , . o ~ TO CONSTRUCTIOI CONSTRUCTION. SEE DETAILS SW103 AND SW104 FOR MORE
' i \ ~ _ ~ v . • - ~ ; ~ ~ 4 - os.5 ~ ~ ~ ~ . ~ ~ _ i~ ' INFORMATION.
\ \ \ \ EXISTING RIM ~ 3 -43 , ~ • . I ~ ~ ~ ~ ! 402 _ 9 r ` \ OORMATION.
1 ~ \ \ ~ OUTSIDE, OF tOD,• d ~ \ \ ~ CHANNEL•~POOL~_.CONST , T. ~ 404.5 ~ ~ ~ ~ _ v ~ - \ ~ SIN . ~ 1.5 q.0 ~ - - 4'~.
~ ...r ~ '•r •~~TO GRADES, SHOW \ 1 A ~ V ~ ~ How ~ ~ ~ ~ 9. REFER TO SCO 04 . " ` _ _ A ~e? 6. INV. _ / ~ ~ p2. - \ ~ y ~ ~ ~ =ER TO SCO 04-06201-01 E FOR RELATED IMPROVEMENTS AND
' \ ~.,q _ 03.5 404- 405----~"` _ , : ~ i~ i _ ~ ; ~ , \ ~o - PROJECT SPECIFIC )JECT SPECIFICATIONS.
t ~ _ ~ - ROGK DROP STR \ C DROP STR I~RES~ 2 ~ ~ 405 . _ _ _ ph ~ _ A Z
~ ~ ~ , v, ~.CR SZ 4.3x.0'' \ E 1 V A ~ ~ ~ ~ ~ ~ ~ CONSl.RUC'f.-STR CHANNEL , .RES 413.0A 411..0, ~,~_,.__r__ . PARTOFTHEI _ _ ~ 10. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN AS
~ V ~ ~ V \ y ~ v.. CHANNEL POOL ~y ~ ~ FREIGHT` \ ~ ~ A ~ A ~~~..CONSTRUCT TO.,~ ~ REF TO~SHEET~. ~ ~ ~ \ SEE DETAI _ N0. 6..,SW1 ~ ,......w~ ,a,~ 40 _ TO SHEET~~NOTE~NO., ~ MAPPED BYFEMA
\ ~ ~ ' ~ G ES S QWN TYP.. . _ TUBE - CHANNEL POOL._ -ROCK"DR9P RUC ~ ~ -406 ~ - - AGENCY. ,PPED BY FEMA OR AS DEFINED BY ANY FEDERAL STATE OR LOCAL
v v y ( J ~,v, - _ _ rub"" _ _ ~ . . STRUCT TO ~ . CREST...., - ~ ENCY.
y ~ ~ ~ \ ` 'GRADES .SHO. . _ - - H ~ T, 2:0'. . MAINTAIN ,.EXISTING EMBANKMENT . ~ _ \
~ ~ ~ . _ 0 -SHEET....... TE N0; ~6 ........-_AND.--CO""NCRETE _PATH -1N ;P E
, ADJUST-FINISH,_ GRADES AS DO NOT DfST RB SSARY TO PROTECT- - ME P _ _ ~ ~ ~ ~ ~ _ MB ) . ~
~ ~ v 450 ~ ~ ~ ~ ~ ~ E ANK NT ~ _ - EXISTIN -REF- CE _ _ _ ~ _ ~ _ .
~ \ \ ,V ,v. ~ ~ ~ y ~~v ,
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440.0 ~ ~ ~ . '';EXISTING .INLET TO REMAIN i 1 ~ ~ ! 1 , r NOTE ' ! i ~ i ~ r ~ ~ ~ r.
ISTIN~ INLET EX EXISTING RIM 436.31, _ __.._....._.w.._.__.. _ _ _ - ~ _ ~ ~ ~ ~ ~ SEE PLAN FOR RELATiONSH P
f EXISTING RIM 424.1'2 ; ~IOUTSIDE 0~' LIMITS O,F DISTUF~BANCE~~~ ~ ~ ~ i . BETWEEN EXISTING INLETS
' REPLACE GRATE WITH r ~ ~ II -AND PROPOSED .-FEATURES..... _ ~
_ _ _r _ S r- , ~ ~ I F RAISE R1M TO 424.75 ;PROPOSED INLET I I , ~
I ~ PROPOSED DESIGN PROFILE FOR ,CENTERLINE STREAM _ CHANNEL ,
' - ; RIM. 427.0_......-_..__ t..__..~ _ . , , .~.a_.. . , . _ . _ ~ ,..........PROP-OSED -SIDE~LOW _-WEIR-;....... _ ~ , GRADES MAY VARI~ LOCALLY ; i ANGLE RIM TO M ~f~H i i ~ ~ I ~ ~ , ~ , ;
SEE DETAIL N0.15 SW104 ~ BANK SLOPE I I SEE PLAN FOR GRADING INFORMATION ~ i i ; , i ~ , _ r , - - , ~ 430.0
II.___._____ _ 430.0 I r__ ` II i j ~ ~ - ~ T
` ~ ~ ' ~ i
v~^------r----- ' I -_._..v. _ .I-.1._ . . . . _ -PROPOSE OCK D S E I# D R ROP~ TR CT R , _ . _._r.. ~ ~
- I 3 _ - '.SEE DETAIL N0. 2 SW10 (TYP} I ' i ~ ~
. _ . _ _ s. _ ~ _ - _ _ _ _ SHEET NOTE. N0.6..._ _ _ ; _ - ; . r . _ . _ ~ REFER TO
i I ~ EXISTING GRADE I~
I _ II ~ .w _ . - _ _ _ . _ _ . . _ . _ - _ i
' I I EXISTING INLE I 72.48 LF 30 HDPE - XISTING INLET TO REMAIN
I 86 ~ ' ~ . ..__...I._L. _ _ _ _EXS~ING_._RLM. UPSTREAM_ INV 428 I I _ : I ~ iS ING Rl~ 41.3..6.5__.._. _ _ _ _ ___.._._..w._.___,.__.._ . . . X ~ _ 420.0
420.0 _ I I ; ~ ~ _ MATCH FINISH DOWNSTREAM INV. 423,0 E:X - _ I I I I ~ ~ ~~1ATCH FINISH GRADES TO'
ISTI - - r- .ACTUAL RIM I G 18 ~ CULVERT ~ i I - - I I (REMOVE AND DISPOSE _ _ J I U RIM EL~ ATION ACT AL EV r ,
_ I ~ ~ - ~ ~ _ _ OF EXISTING PIPE AND FES - V.ER.~_ --J I ,
- PROPOSED SEDIMENT BASlN -L_ Z ~ - _ _ _ _ - - _ _ . , _ f ' E XISTING INLET TO REMAIN Z
, _ _ _ WITH WEIR ~ - O - ; ~ EXISTING RIM 408.8 PROPOSED GRADE ; ~
~ SEE DETAIL N0.3 SW102 ' c ` I ~ t'a MATCH FINISH GRADES TO_ AT_CENTERLINE OF _ ; _ ~ v...._....._...... _ Q
Q ~ _ _ ~ _ _ > ~ e i ' . ACTUAL :RIM ELEVATION ~ ~ ~ W
k~srr ' I Lt1 EXISTING INLET NG ! „ I I , , _ , _ . _ _ _ _ , . f . _ _ W
XISTING-RIM_..424.~2.__._ . . . _ ~ . _.i .l_ w 410.0 _ _ _ - . _ . _ ~ _ _ . _ _ ~U~ I I -
REPLACE GRATE WiTH'; Rr ; II - - - ; i _ -
~ SOLiD COVER _ . _ _ . _.._.i_i_ i ~ ~ _ _ _ _ _ . , _ _ . _ - r~ ,
RAISE RIM TO 424.75: ~e~ , I I i i i ii , ii
I 1 I { ~ ~ f ~ _ _ . _ _ _ _ . _ . - _ _t_ _ _W. _ _ . _ _ _ _ . ~
N ~ `~II APPROXi~ATE LOCATIO , y I ~i PROPOSED SEDIMENT POOL ;~i PROPOSED POND I i ~ ' ! ~ FOR EXISTING OUTFACE
" I ;EXISTING 10 D.LP SANITAR I I i ~ _ . SEWER _ _ EXISTING`_STORM_ DRA1N~ '_-i F ~ _ _ _ _ ~ _ _ . _ . _ _ _ SURFACE ELEV.: 399.25'
I ~ XISl)h TO REMAIN IN PLACE 1:X 11`x.! ~ PROPOSED POND GRADE i , 3 - i
6 ~ i V _ _ _ 400.0
400.0 _ _ _ _ , _ _ _ _ - - . _ _ _ - _ _ . _ , _ £RT 'i ' - - i~ - - , \\~~~~~\\\\111t111CiIAItR/~
4 _ AP_PROXIMAT_E_LOCA _ r-- ; ' _ , )XIMATE LOCATION i i._.._... ; _ _ __-EXISTING 48"~ CULVERT . ~ ;
_ _ . t_ - _ . _ _ _ _ . _ _ - _ _ _ _ _ _ _ . . ~ .i iiEXISTiNG WATERLINE ~G WATERLINE ; , i ~ , RC-~0 ESS/0
~ EXISTI 0 i ( - - 1 Q i u
_ „ _
V "
_ . _ _ r . APPROXIMATE INVERT 394.00' , FA FNG IN EED
390,0 H ii111g~ P\ 1111)11
390.0 1 +00 10 38 7+00 8+00 9+00 0 6+00
00 3+00 4+00 5+00 o+o0 1+00 2+
STATION ~TION
'1':1NCMA EXPANSIONICADiSTORMWATERMANAGEMENT IMPROVEMENTS-SW101.DWG STEPHEN BLAKE 7/112008 3:20:27 PM
Arti1 i Horn and Associates Kim e A v er P s + Ha en La a + Lee nkl Cease Bi e P rce r Y M na ement Im rovements Horizontal Scale;1"=30' eum of Art tarmwater a r lina Mus N hCao n n l Desi n ort g p if Enviro me to Art ex 9
r nd Partners ea Thom s Phife a a pP Y VerticaLScaie.1"=6' Ralel h North Carolina
Den' m Ralel h R l l h Durha g New York a e g Denver g ,
.720 919 4191199 919 677 2000 212 37 0334 919 836 9751 3 Pr 'e t No. 040620101 SCO o c .720 855 3721 ~
swiol

No No Issue Date
rm to wat r Mana m n Im r v n e e e t o eme is p
a1 i 01 Package B - Construction Documents 30 Apr 2007
42 ~ 02 Stormwater Revision 03 March 2008
~ 1 r i i ~ / / r 43 A 03 Wetland Revisions 27 June 2008
_ 00 i' % l /
\ . , . . .r ~ , - ~ ,r rawlnt
r / ~ / \ t Ir i / j o - - / ~ / 1 r ,r. ~ ~ ~ Drawing List
( / ~ 1 f i / ~ / - a 1 . SiN141 ~ ~ / ~ 1 ~ ~ ~ SW101 Stormwater Management Improvements
r ~ ~ \ f + l ~ / i ~ ~ ~ ~ ~ I i ~ i / l / t SW142 SW102 Erosion Control Plan
i f r / r i / ' - 410. p _ = _ ~ ~ , ' r SW103 Stormwater Management Details -1
if ~r A f ! ( ~ ~ i ~ i ~ ~ / i ~ ~ i 0 ' ! ~ ~ SW104 ~ SW104 Stormwater Management Details - 2
\ / / l ( ry I b ~ / ; i / ~ ~ i f ~ LL ~ SW145 ~ i , 1 _ ~ r _ , SW105 Landscaping Plan
/ ~ f ~ f ' i r' ' 1 i f ! % ~ i ~ I f ~ 1 r / , r _ • r f 1
~ ~ % i ~ / ~ ~ / lr ~ i` ~
~ / i~ i i ~ ~ i ~ / ~ p '
j~ `'f ; i j' r ( i f / ; j j t f % ~ - 1
J ~ ~ ~ r'
~ ~ i ~ f ( f ~ i / \ I t - ! i ~ ~ l~ ~ / I ~ ~ % ~ /
/ ' \ j r ~ ) ~ l % / ~ / ~ ~ , f ~ ! / J / / i~ i I i ~ ' . ~ r' i
% ~ ~ ~ ` i ~'r 1 ~ ~ I ~r~ ~ j ~ / / I ~ ~ t~ ~i Jl,.r \ ti~,- ,
~ ~ . i I f ~ ~ ~r 1 ~ f r ~ ! ~
/ f r I i r 1 ~ I l nd Notes ~ - _ i ege d Notes
t ~ r i i it ~ ~ ~ f J 1 1 f/ l i / i ~ ;
f l / ~ , - P oposed Co 0 . ~ ~ , ~ , J Contour
~ ~ ~ ~ ~ r` r ; i~ S
~ I I ~ f l ~ l 1 ; i ~ ff i Existin Contour ~ ~ 9 Contour
~ ~ r t ~ ; ~ f ~ I ~ t f i ~ ~ , ~ i ~ ~ ~ i 401 ~ r ! ,
r \ ' 4p Existing Storm Sewer Storm Sewer - - - - -
~ ' ~ ~ ' ~V f i f f F i ~ i1 / o ~ s } ~ ~ i' / / _ ~ - : o ~ ~ ~ ~ , - - ' \ _
/ \ ~ ~ ~ ~ ~ i ( I I ~ / ~ ~ ? Pro osed Storm Sewer
~ ~ ' ~ ~ r f r ~ I j r i~ f ~ ; i ~ p J Storm Sewer III WE
} t l t ! ~ ~ f 0 r ~ ~ ~ i` ~St 1
~ ~ r ~ i i f i / ! / ~ ( j j ~ ~ ~ l i ~ ~ ~ r~ I r ~ i' ~ ~'i , ~ ~ I 9 , _ Existin Storm Sewer ~ Storm Sewer Manhole
r I I i ~ j i ! i I ~ ~ ~ , r r t ~ ` ~ , ~ _ ,
~ ~ ( ~ ~ ~ i ~ t t ~ r ~ t ~ r ~V ~ ; i j r r; ~ / r ~ ~ t~ i NOTE SEE SW101 FOR~~ ~ _ - ~ 399 ~ / ~ ~ - ~ ~ A ~ Existing Storm Sewer li Storm Sewer Inlet 1771
i ! I ~ r ! l ' STO M SEWER IMPROVEMENTS - - 0~ ~ ~ ~ r ~ ~ ~ , i
r ~ ~ •i i ! r i rr ! r' h ' V ~ ~ ~ r ~ ~ ~ { ~ ~ t _ ~ . ~ nce i ~ ~ ~ o "Disturbance - -Loo -Loo -
j ~ ~ ' t ~ Q f i - ~ / ~ ~ ~ ` ~ ~ ~ ~ ~ / ~~~w ~ s i i _ . ~ ~ ` i ~ ~ _ ~ ~ _ ~ ,
i j1 r i ~ ~ ! ( I r f ! 1 ~ ~ ; r + ~ f r I r ' , _ _ ~ r ~ ~ _ ~ LINE SCOUR ;POOLS ITH / / i ~ ~ ~ I ~ I i
~ ~ / ~ ' ~ E ~ l ' f ' / f I ~ ' ~ 1~ F ~ i N ~ f + f ~ i ~ 1 _ o_... ~ I , I Proposed TopOf~Bank t ~ ~ CLASS 2 SyONE ~ - J Top Of Bank
~ ' ~ { i ~ ~ i+ , \ i / i I r / I f ~ _ - ~ ~ 18 ~ DEEP LAYER _ _ ~ , t ~ ~ ° ~ i
~ 1 ~ i f; f ~ f i v, ~ ~ ! ~ ! Pro osed Outfall Prote+ ! 12 WIDE X 12; LONG ph , / ~ ! p ; J Outfall Protection Area
' i r` f i , \ ~ J I 7 r , f 1 t 7 • r` ! r ~ ~ ~ i _ ~ ~ , , ~ - ~ I
i i r ~ ^ J I i' ~ f ~ ~ i ~ ~ J 0 j 1'~ 1 Ij r : ~ ~ 1 ~ ~ ~ ~ i \ ~
f ~ ~ ~ f r r 1 jf l O ~ f ! r i 1 r ~ r I ~ ~ ~ ~ f ~ i ! / _ ~ , 7 ~ ~ ~ ~ f - ~ ~ 1 i ,r ~ ~ l ~ ~ ~ i : r ~
~ J i 1 i j 1 i' f ~ ! i' f ~ j` r ~ ~ ~ i ~ ~ - i S : ~ i ~ _ i ; { ~ , ~ - r i ~ ~ ~ ~ ' . , i ( ; ~ 1 _ f
r i~ l i ! ~ ~ ~ if j _ : i G ~ ~ ~ 1 m ~ i ~ ~ ~ I i
% ~ I i ~ ~ ~ ( 1 t i i , r ~ j ~ l ~ Pro osed Rock Dro St - _ , f ~ ~ _ o, , ~ J Rock Drop Structure
r ! i i ~ t t ~ I i ~ f , hj ~ ~ " ti ~ 1 ~ i
r l i r i 0 i f 1 ~ r~ + ~ i ~ i t ~ o; ~ _ 3i ~ 1 ~ ~ ~ ~ ~ ~ ~ , Proposed Shallow Land J Shallow Land
r ~ ~ f i' i i i 1 f
lr i f 1 i If 1 1 ~ , i~ ~ ; . ~ _ ~ ; ~ ~ Proposed Shallow Wat~ J Shallow Water
i f r l 1 1 / r f E r 1 t ~ ~ r r 1 , C i ~ 1 r ~ I ~ I - : ~
r f ~ i ~ I j 7 l ~ l t ~ , V ! , !EDGE OF NORMAL POOL , ( ~ ~ ; , , ( ; I !
~ i 1 - ~ ~ t / r' ~ 1 ri r f n ~ l ~ 1 1 ! r ~ ' r f j ~ ~ i ~ ~ - ~ i € ~ ~ Pro osed Dee Pool ELEVA ION=398.7 `1.. L , ~ ~ : ,r ~ ~ ~ ~ P p V f I ~ - - ~ f ! ; ~ 1 ~ , { J Deep Pool
t ~ ~ ~ tf ~ i t r 7 o°I ~ J' ~ r ~ ~ ( , 1 _ : ~ ~ r ~ I ~ ~ ~ ~ / - r ~ / ~ I j ~
f ~ ~ ~ j 11 1 ~ ~ ~ f ' / r ~ , . : ~ _ ~ 1 Pr sed Foreb ~ ~ f o o ay ~ i , ~ _ ~ c t p J Forebay
~ ~ / i r` j f' I ( ~ 1 I ~ , 1 i 1~ i ~
l / r i / i t ! ! _ _ ~ r i , 3 ~ ~ ~ FOREBAY ~ ~ , ' ~ ~ ~ 1 t I ? ~ i
/ / ~ % 1 i ~ ~ j ~ ^ ~ ~ l ~ 1 y ~ _ r i ~ : ~ ~ - 1 _
y i f i ~ ~ : . Y! i. 1 ~ : f
~ ~ / r i Ir ~ , _ i . . o~ ~ 1. SEE PROJECT . M SEE PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT
i ~ % it r r i ~ ~ I / i f CONSTRUCTIO i I i CONSTRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND
/ ~ ~ ~ I i ~ i ~ i/ ~r / r i : I , l , ,r ~ 1 ~ . PLANTINGS FOR SPECIFIC INFORMATION RELATING TO THIS SHEET.
~ / ~ , ' ~ ' ~ l r'` rl l ~ ~ 1 ~ t i I 1 ~ ~ i :
,,r' ~ / % ~ / ~ ~ ~ l i i / ~ ~ I f / ~ d + / / i ~ ~ , ~ ~ ,
r r ~ ~ ~ Z. SEE EXISTING , - ~ ~ ~ ~ ~ LEGENDS AND SEE EXISTING SURVEY AND UTILITY PLANS FOR ADDITIONAL SYMBOL
/ f / %i ; LEGENDS AND LOCATION OF FOUND UTILITIES. OTHER UTILITIES MAY
/ W ~ ~ ~ S O( ' ~ ~ ~ ~ ~ EXI TAND l HIGH MARSH S ALLOW LAN D EXIST AND LOCATION AND PROTECTION IS THE RESPONSIBNILITY OFTHE
r I / ~ i" / / I ! l~ r ~ ~ i ~ ~ ~ti o . ~ CONTRACTOR. . , t ~ CONTRACTOR.
: i % ~
~ ~ r ~ , ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ i, ~ 3. EXISTING UTIL EXISTING UTILITIES MAY EXIST WITHIN THE LIMITS OF DISTURBANCE..
i / i ' I f r r i i r ~ r r , ' . o . . ~ ~ ~ I ~ ~ All UTILITIES 1 ALL UTILITIES ARE TO PROTECTED IN PLACE WHERE POSSIBLE, OR
i ~ ~ / ~ ~ ~ ' ~ \ ; % i / Q l l i l ~ ~ ~ / „ \ _ ~ . ~ ~ :
i i / i i' / i; / / / / i ~ : RELOCATED TO , , . ~ - ~ I RELOCATED TO THE NEAREST PRACTICAL ALIGNMENT., WITH THE
~ i ~ / ~ / ~ / i / ~ / ~ ~ , ~ i' 1 ~ o ! CONSTRU STORMWATER , ~ _ ~ ~ o ~ ~ ; APPROVAL OF THE ENGINEER.
/ i / % ~ / ~ ~ f rf ~ / l % 0 ~ / r i ~ ~ WETLAN 0 RAE A I1 ~ ~L ~ ~ ~ i
/ r i ~ ~ / / i' i / v~ : : DiMENSio s sHOWN ~ _ _ ~ 4. SEE EROSION ~ ~ ~ ; SEE EROSION CONTROL PLAN SHEET SW102 FOR SEDIMENT
~ _ % / f ~ ~ ' ~ `_W;` ,o ~ ~ MANAGEMENT , MANAGEMENT AND EROSION CONTROLS AND BEST MANAGEMENT
V 1 ~ ~ ~ i ~ i ~ ~ ~ i ~ i / / ~ / \ j %l d~ % i % / / ~ ~ i % ~ PRACTICES. PRACTICES.
~ ~ / j' i / / ~V ~ ~ / j,' / I li / ~ , ~ - - 1 , 0 EN WAT
V i ~ ~ ~ ~ / ~ ~ ~ .i' / / ~ ~ ~ ! ~ ; NORMAL POOL WATER ~ ~ _ ,l_; i~ ~ ~ .
~ ~ ~ ~ ~ / ~ / / i l A i' i : ~ ELEVATiaN X98.7 ~ ~ o ! ' 5. SEE LANDSCAI i ~ ~ ~ ~ ~ ~ , ~ o ~ SEE LANDSCAPE PLAN SHEET SW105 AND SW107 FOR PROPOSED
w 1 ~ ~i ~ / / i ~ i 1 ~ ~ ~ ~ i ~ ~ / ~ / / ~ LOW M RSH~SI~ALLOW WATER ~ .`j I~'~ 1" , ~ ~`w\ ~ ! PLANTING SCE J , ~ ~ ~ ~ , PLANTING SCHEDULE AND REQUIREMENTS.
~ i l / ~ 1 r ~ C :
~ ~ / ; i i ~ ; ~ ~ FINISH GRADE 1 6. ~ ~ ~ - ~ FINISH GRADES SHOWN ARE APPROXIMATE AND MAY NEED TO BE
~ ~ , ' ~ , ~ , , s ADJUSTED l0( ADJUSTED LOCALLY FOR SMOOTH TRANSITIONS BETWEEN EXISTING
~~A , / / 1 , , ; , : ~ : , ~ , ~ ~ AND PROPOSE S I ~ ~ ~ , AND PROPOSED STRUCTURES AND TO MATCH FIELD CONDITIONS.
r'' i'' ~ / / / ~ ~ ! l : : , i 1 l ; ~ i n ~ ~
~ / - i ~ i 1 / , 0 / j i % r f ~ n ~ m , ~ - _ - e , ,I l i ~ ~ :
. - ~ • i / i / ' r / ~ / ~ / ~ f / - t NOTIFY ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO ANY TREE
/ ~ j i i ' , ' ~ DISTURBANCE ~ i i ~ FOREBAY ~ I' - ; ' , DISTURBANCE OR REMOVAL
i ~ / i ~ / ~ _ ~ , i ~ .i j / ~ ~ ,
/ . ' r . / / / ~ i / NOTE• SW101 FOR i ~ ~ ~ _ ; . , , 1 . ' ~ f ~ 8. REFER TO SCO ; ~ REFER TO SCO 04-06201-01 E FOR RELATED IMPROVEMENTS AND
~ ~ a01 d - • ~ ~ SW IMPROVEMENTS i r r ~ ~ i - ~ ~ ti . , 1 E RJE ! i P 0 CT SPEC PROJECT SPECIFICATIONS.
~ ~ / ~ ~ , r t `1 ~ i
- , ' / ~ % ~ 425 , ! ~ ' i" 410. , ' ~ / - - ; 1 ~ o j 1 ~ , , ~ j, ~ ko , . ` ~ ~ 9. NO PART OF T
% pc , O / ~ , _ ~ ; NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN AS
. r. Z v ~ ~ ~ r ~ ~ ~ ~ ~ : M ~ MAPPED BY FI r ~ i MAPPED BY FEMA OR AS DEFINED BY ANY FEDERAL STATE OR LOCAL
i . - - - , , 11 i ~ - ` AGENCY. i V ~ ~ ~ ~ ~ ~ ~ ~ AGENCY.
' ~ ~ ~ i \
~ I i ~ ~ i^ - / 39 , ~39 ~ ~ , ; , , 8 ~ ~ < ~ - ~ ~ - it ; ~ ,
~ 5 : l~. - ~ , ~ r ~ O :
~ •-....~;:.,,~,r; jam"" t j ~ ~ 1 ~ 1 ~ , ~ J ~ t
. % • ~ i ~ V ~ ~ / r / _ t 1 i / / / o' ` , ~ I ~ ' ~ , i
1 i i , ~ r . i ~ , ~ ~ ~t f ~ A ~9j ~ ~ N 1 r l
. , i ~ ~ \ 5 ~ ~g ~ j
_ ~ i r r.~~. ~ - 6 ~ ~ % ' , Oh ~9 > ~ ~y9 0 V 'h
42.__ ~ . ~ I _ ~ ~ , ~ , . ~
sec ~ \ \ ~
1
~ ~ ~ ~ ~ ~ V i ~ I _ j O ~ 3 _ / _ ~ ~ 9
LOD ~ ~ _ ~ Q ~ ~ Y
~,0 - - - _ i ~ ~ ~ ~ ~ , F
. ~ ~ pp\ ~ ~ ~ ~ \ ~ 1 t . , , g~ ~ A .
_ ~ \ \ . `a ~ ~ t ~ . . ~ _ . _ ~ ~ ~ _ ~ , _ ~ _ \ ~ . r . r . ~ ~ ~ Li
~ ~ \ ~ ~ ~ A A... • 1 e^ gg _ 2. ~ _ ~ ~ ~ , . , ,
y v ~ A . , v ~ ~ , , _ ~ Qi . , . ~ _ . ~ ~ ~ ~p , ,
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0 _J .3
OD v.. ~V A v. ~V ~ ~ 404 405 ~ yy v _ . p ~ - - ~ 40 ~ ;
. ~ 0 5 DEERWATER.. POOLS _ - _ - p~' , , _ ~
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- _ . ~ ~ ~
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- . D ~ . \ ~ ~ `
~ _ ~ ~ _ ~ _ _ 40 _
~ ~ ` `v OD / ,
_ . ` \ ~ . 430 ' ~ _ _ v , _ ;
\ ~ ~ , , _ NOTE: SEE SW101 FOR ~ ~ ~ , . ~ ~
~ ~ - ` r ` _ ~ HILLSIDE GRADING ,
~ `v ~ ` , - , . _ . ,
\ - ~ - _ _ - _ 1
~ ~ , . ~ ~ _ ~ e
, . .
o . ...1, , ,

_ _ _ . EXISTING _ _ _ _ _ _ _ _ _ _ _ _ EXISTING _ _ . _ _ . GRADE
POND WETLAND ZONES AREA (SF) RELATIVE DEPTH* _ _ _ OUTLET _
0 SHALLOW LAND 10,250 0" TO +12" PROPOSED STRUCTURE
` SHALLOW WATER 10 760 -6" TO 0" DEEP POOL
a , FOREBAY 2 855 ~ -18" TO -36"
.....DEEP POOL 1,765 > -18" TO -36" Q PERMANENT POOL WSE 398.7
*aanmE o~ m Noa?,w. aorro PROPOSED POSED ` _ _
GRADE 4DE ~ DEEP POOL WSE 398.2' _ _ _ _ _
POND WETLAND DIMENSIONS
AVERAGE LENGTH 296' _ EXISTING 36" RCP
AVERAGE WIDTH 43' PROPOSED _ CAI~o
LENGTH:WIDTH RATIO 6.8:1 FOREBAY sl
_ _ PROPOSED
MAIN POND
0 tj~,85
0+00 +00 2+50 3+00 3+50 4+00 0+50 1+00 1+50 2
P:INCMA EXPANSLONiCADISTORMWATER WETLAND-SW106.DWG SBLAKE 7!112008 4:15:07 PM
Kiml Horn i Ar B le L PA a and Assoc to n r P r rink ease + ee l a+ H vener a s ¦ ~ e f I n P) n H riz nt I S ale:1=20 rm r Wet a a o o a c lin Museum of Art to Ovate No h aro a A i v~r nm n al Desi n rt rt fex En o e t
Phif rand Part e s ea ce a s a Thomas e v ~ y pp 9 .
i D New York Ralel h Durham Rale h e g g Ralei h North Carolina Vertical Scale:l=5 Denver 9
91 9751 1 919 77 2000 72 212 337 0334 9 836 9 9 4191199 6 11 720 855 3721 SCO Pra ect Na. 040620 0 J
SW1 06

tormwater Man
a ement im r ovements 9 p
N No Issue Date
Wetland Plantin g Schedule _ oo ' a~ 01 Package B - Construction Documents 30 Apr 2007
0 0 o^ ~ - I 02 o 02 Stormwater Revision 03 March 2008
Code Scientific Name Common Name Quantit % of Total for r y A ea Container Type Spacing ; oa 03 Wetland Revisions 27 June 2008
Trees r
Td Taxodium distichum Bald Cypress 21 100 6 Caliper Per Plan ~h _
a
' Herbaceous Plants
Ai Ascle ias incarnate P Swamp MLkweed 25 7 4 container Per Plan _ ,
` DI Dichromena latifoli a White Star Grass 35 10 4 container Per Plan
He Hibiscus coccinea Scarlet Rose Mallow 30 8 3 gal. container Per Plan o 40 s ,
Hm Hibiscus moscheutus Rose Mallow 20 5 ~ 3 gal, container Per Plan
Ls Lobelia siphilitica, elon ata and allies Blue Lobelia 25 , 9 7 4 container Per Plan .
Sat Scirpus Atrovirens Green Bulrush 55 15 4 container Per Plan , 407 \
Ci Carex lurida Lurid (Shallow) Sedge- 30 8 4" container Per Pla ~ 0 n CI Carex vul inoidea " 6 ~ I e end N !gend Notes
p Fox Sedge 45 12 4 container Per Plan Gc GI ceria canadensis of g o
Y Rattlesnake Grass 25 7 4 container Per Plan ~ Scy Scirpus cyperinus Wool Grass 20 5 4" c o
ontainer Per Plan p Ev ElymuS virginicus Virginia Wild Rye 30 8 4" container Per Plan A PR P I p , 0 OSED CONT OPOSED CONTOUR
Seu S ar anium eu car um Giant Bu ' P 9 ?Y P r Reed 25 7 4 container Per Plan _
~ ~ ~ EXISTING CONTOI (STING CONTOUR
Herbaceous Plant Total 365 Min' _ imum 360 ~.'.:,.-::399. ,
Herbaceous Plant T es 12 YP AO y
~ ~ ` ? . EXISTING STORM _ - . (STING STORM SEWER
.Shrubs 0~ Aa Aronia arbutifolia Red Chokeberry 25 10 3 al. container Per Plan _ . . . o r.
9 Co Cephalanthus occidentalis Common Buttonbush 48 19 ~ ~ • . ' PROP ED / . ' , OS STORE . . , . - OPOSED STORM SEWER ELM =1 W-M
3 gal. container Per Plan Cam Cornus amomum Silky Dogwood 50 20 3 al. containe - _ - t
g r Per Plan lvi Itea virginica Sweetspire 30 12 3 al. container Per Plan , EXISTING STORM STING STORM SEWER MANHOLE
g Iv Ilex verticillata Winterberry 40 16 3 al. container P g er Plan ~ vv _ .
Rp Rosa palustris Swamp Rose 22 9 3 al. container Per Plan g ~ . . vvve .
Sc Sambucus canadensis Elderber 40 16 SLPU 1 ?Y 3 gal. container Per Plan o 0 v vv , sLPU 1 ' ° ° ° EXISTING STORM' i - STING STORM SEWER INLET
RED' Shrub Total 255 Minimum=240 O RED'CHOKEBE RY 5 °~o v v vv r.:~
C) ELDE Shrub Types- 7 • ~ LIMITS OP DISTUR DERB " Q ERRY 15) a r n co ZITS OF DISTURBANCE - Loc - LOD -
COM COMMON BU ONBUSH;5 °n° ) v A~ann
Floating Aquatic Plants # WINT i , PROPOSED TOP 01 WINTERBER Y 6 v°]~ a n v v n POSED TOP OF BANK
Np Nuphar polysepalum Spatterdock 28 50 1 al. container 12" min. 9 O ~ . «~~~<XXXXXX N ; Q' vv • v vac
No Nymphaea odorata Fragrant Water Lil 28 50 1 al. cont ' o Y g ainer 12 mm. p - : . ~ , O~ Q; v v;v v a v~v / - ~ n n9' : % ' . ' = , , ; PROPOSED ROCK. )POSED ROCK DROP STRUCTURE
SW SWPU 1 ~ 4°nV° O
Floating A vatic Plant Total 56 .Minimum=53 _ q 'G Floating Aquatic Plant Types 2 ' v Vv an ~ 4 ' ~ SW MP ROSE (14 P v'n n n . ' i;': ~ / va v vav •
' n 4vOV- - SIL Y DOGW04D (29) ° e ° ° ° ° v
Submer ed A vatic Pl g q ants r "v vva v . v o acvv PLANTING LEGI v r vvav ANTING LEGEND
Ea Eleocharia acicul , ins Spikerush 33 49 1 gal. container Per Plan ~ I vvvovv ~v v v a v v %
0~ Lo Lilaeopsis occidentalis Lilaeopsis 23 34 1 al. container Per Plan 9 SLPU 2 ` v .vav. / ' vvvovv
Zp Zannichellia palustris Horned Pondweed 12 18 ' 1 gal. container Per Plan SLPU 2 vv~~vvvvavv PRE S TREE . ' _i vvav avv 'v v + ova v ~ 'PRESS TREE
RED Submerged A vatic Plant Total 68 Minimum=53 RED CHOKER RRY (8) n ° p i vvvovv BALD CYPRESS
q 'COMMA Submerged Aquatic Plant Types 3 `COMMON BU ONRUSH 5 ~ ' 9 ~
' Q SWEET q •vv 9 r. Q SWEETSPIRE ~ vvav ` vo:TVv
Emergent Plants 0 . 0 v ono _
Ac Acorus americanus Sweet flag 30 8 4 container 12 min. E v o ov ~ ~ BALD CYP ESS //2 n env ~ o~ SHALLOW WATER 1 ) v vav (ALLOW WATER PLANTING UNIT LOW MARSH SEED
Car C erus aristatus YP Flat Sedge 30 $ 4 container 12 min. vv , v M vn n° SWPU
!n Iris nelsonii Nelson's Iris 20 5 4 container 12 mm. f n n v ° v ~ ~ ~ ~ - 'nve0 v / uPU SEE SHEET SW105
Ivir Iris vir inica Blue fla " ~ r~ 9 g Iris 25 6 4 container 12 min. nv ° nn .On° nD 0n an
Ive Iris versicolor Biue flag Iris 25 6 4" container ~ ` 12 mm. 0 vvav vov / i vv v vv ~ Q
If Iris fulva Co er Iris • PP 25 6 4 container 12 min. vn n nan • ::+i'. • ' • N SHALIOWIANDPI nv 4 °o I !ALLOW LAND PLANTING UNIT
Je Juncus effusus o » S ft Rush. 40 10 4 container 12 min. SLPU 3 SLPU 3 vvav vvav / ' \ I LPU v vv v HIGH MARSH SEED vvvvovvvvv vvvvvvvvv
Pv Peltandra vir inica g Arrow Arum 25 6 4 container 12 min. ~ RED `C i o ~avv / > RED !CHOKE9ERRY (3) nnnvnv ~ ~ . vvvvvvvvvv °vv°vvv°° SEE SHEET SWI 05
Pc Pontederia cordata Pickerelweed 35 9 4" container 12" min. ~ 0 / / ~ Q COMMC v vva i• Q COMMON BUTTONS SH 1:1 v°',Q~v° v
Sla Sagittaria lancifolia Bullton ue 20 5 4 con ai e 0 9 t n r 12 mm. , ( ) ~ 'y a `.v v v v / , SWEETSP ° ' v i , ~
Slo Sa ittari ~ Q SWEET. g a longiloba Arrowhead 30 8 4 container 12 min. ! i IRE `(14) a aqv ° vav v , RED CHOKEBERRY
Sce Saururus cernuus Lizard Tail " WINTEI; 25 6 4 container 12 mm. St Schoeno WINTERBERRY (5) n n° na ° n dvv v'v vv v "J COMMON BUTTONBUSH
plectus tabernaemontan~ Softstem Bulrush 35 9 4 container 12 min. p~ SILK`S Sa Scirpus americanus Three-s uare Bulrush 20 SILKY DOGW v vv bavavv vvnn v / OOD (3 0 D, ~ v "v ~ o`.v v v v n v v ~ l., i i, vav, vv vro vv v ~ I
q 5 4 container 12 min, i Q ELDERf =vav w v, v A `~V I Q ELDERBERRY ~;(3) ~ vb v'vv vv v~ v 1 ~ t i i n ° v n i l 'i SILKY DOGWOOD
Emer ent Plant Total = g 385 Minimum 381 vw v v ~ I C 9 v n `.i.. ' 0 SWEETSPIRE
Emer ent Plant T es 14 ' ~ B, 9 YP % i ~ ~ vav v vv vvav ~ 1~ 0 ;BALD CYPRESS (3) ~ "v v;v v a, n n n n ~ o .
' ~ Q n n n ° n v n n ~ • ~ OPEN WATER NORMAL POOL A ~ i ~ vav, vva vv O1 ~ n n n ° a -~M WATER SURFACE ELEVATION=398.7 WINTERBERRY
~ i WETLAND PLANTING NOTES ti0 j ~ i v';v v. v v v 'ry v v 1 Q SWAMP ROSE
rx v, v a vav r 1 ~ l p v~d~av ~vv ~ , ~ ~ A , ~
REFER TO PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT CONSTRUCTION, AND 02940 r n v 9 v ~ SW U 2 ° o n .n.v n \ v' v vav av t ~ ~ Q ELDERBERRY
STORMWATER LAWNS, GRASSES, AND PLANTINGS FOR SPECIFIC INFORMATION RELATED TO THIS SHEET. v vv v + I v ~ a a • 1• ~ t ~
/ i / ~ ; v : v. ``',t ~ ~ BALD CYPRESS J7 ~ ° na°~ ~ ~ ` ' y,`, ~ o HIGH MARSH SEED
1, TEMPORARY SEEDING i V ) •v - ~ ~ r a v
~ ~ \ ~ ~ i J v V v v t , \ , \ ab vv SEE SHEET SW105
TEMPORARY SEEDING IS RE UIR D Q E FOR ALL GRADED WETLAND AREAS WITH NO CONSTRUCTION ACTIVITIES FOR , r i i of v v v o vdo ~ ? ~ ?'~Q. tip. / ,vav vvavb ~ . ~ ~ ~ , (NO WOODY SPECIES PERMITTED)
SEVEN (7) DAYS OR LONGER. THE STABILIZATION SEED MIX SHALL CONSIST OFT HEPOND MARGINS-DETENTION % 'n~ y~icn .i.~~ i I i avvvalvv ~ 1 ~
ZONE SW105 SEED MIX. THE SEEDING SHALL BE PLACED TO AN ELEVA ( ) TION OF 398.0, UNLESS THE AREA IS ~ SLPU 4 / SLPU 4 v va vv i ~ + vv ,vav \
INUNDATED. IF THE WETLAND BENCH BELOW ( EL. 398.7) IS INUNDATED, TEMPORARY SEEDING IS NOT REQUIRED , ELD OMMENCE AS DETAILED ON THIS SHEET. - ; O ELDERBERRY (7) ° v ° ° ~ ~ v ~ ~ DEEP WATER POOL ~ ~ vv vav t ~ :P WATER POOLS
i i ~ C0~ COMMON B TTONBUSH 7 ~ ~°vvo v• ~ \ DWP O ~P
ANY GIVEN SPECIES FROM THE LIST SHALL MAKE UP NO GREATER THAN 20 PERCENT OF THE ENTIRE MIX. ~ ;'SILK i , A m ~ ~ i' % .~r v v v l ~ ~ ;SILKY DO OOD 12 ; ~ ~ 'v
, ~ , HER THAN THOSE IN THE SPECIFIED MIX WILL BE ACCEPTED WITHOUT THE APPROVAL OF THE , ; ( ) ° i ' ` 7 , i v vv ~ o:., ~ 1
ENGINEER. v1v v ~ ~ v v bb ° • ~ ~ 1 f SPIKERUSH
. ~ ; - , ~ NOTE: SW101 FOR B D CYPRESS (1) / i v n ~ ~ v v ~ i ;i i / j v o v i I y.~`' ~ i
F SEEDING TAKES PLACE DURING THE PERIOD OF AUGUST 16TH--MAY 16TH S IMPROVEMENTS r ; / ; v •vav a it ~ .A I + v o v a I' ~ i ~ O LILAEOPSIS
` ~ ALL BASIN AREAS WILL BE SEEDED WITH T HE SEED MIX AS SPECIFIED IN SEED MIX FOR POND f ~ ~ v n 9' V ' j 'i ~ I t i I' n ' ° n/n j , ~
MARGINS-DETENTION ZONE SW105 410 ( ) AT A RATE OF 15 LB/ACRE, AND MIXED WITH RYE ABRUZZI TO BE , ° ° + ° / ~ ~ NOTES NOTES o HORNED PONDWEED
( ) f o APPLIED AT A RATE OF 25 LB ACRE, FOR A TOTAL APPLICATION OF 0 / 4 LB/ACRE, ~ v a v ~ ii I C i v v ~ ~ 0 ~i
v ~ . ~ ~ 1. SEE ~ ~ 1. SEE PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT
, , ~ 411 , F SEEDING TAKES PLACE DURING THE PERIOD OF MAY 17TH--AUGUST 15TH \ COP i ~ v- i CONSTRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND
-o PLANTINGS FOR SPECIFIC INFORMATION RELATING TO THIS SHEET.
ALL BASIN AREAS WILL B _ E SEEDED WITH SEED MIX (15 LB/ACRE) AS SPECIFIED IN SEED MIX FOR POND ° o ' ~ u v ? ,3,96` ~ ~ ~ v ~ ~ ~ ,
M - Q - ARGINS DETENTION ZONE (SW105). AND MIXED WITH TALL FESCUE TO BE APPLIED AT A RATE OF 120 - - ~ - - - _ $v -V9 vv v ' n 6 ~ j v,v n~ ~ 1 , ~ 2. SEE 2. SEE EXISTING SURVEY AND UTILITY PLANS FOR ADDITIONAL SYMBOL
LB ACRE FOR A TOTAL APPLICATION ~ - / OF 135 LB/ACRE. g ~ ~ ~ d ° ~f~ ! i` ~ -v°v ~ 1 i ~ j ~ I ,a ~ , ~ , O LEG
` 2. PERMANENT SEEDING r , ~ ~ v p o v. O v ~ q ~ v,' , ~ , va ~ 1 ~ LEGENDS AND LOCATION OF FOUND UTILITIES. OTHER UTILITIES MAY
r ~ EXI. ~ v. ~ l ~ 1 , b y d ~ ~ I 'I 7 \ i i EXIST AND LOCATION AND PROTECTION IS THE RESPONSIBILITY OF TH
r % AFTER WETLAND PLANT SCHEDULE PLANTING IS COMPLETED, PERMANENT SEEDING SHALL BE APPLIED IN ~ , ~ Q _ ~ _ v v ~ , ' 9 • +avv' ~ ` CONTRACTOR.
WETLAND AREAS AND DISTU I b RBED UPLANDS IN THE VICINITY OF THE WETLAND. SEEDING IN WETLAND AREAS p \ ~J vav ~
SHALL FOLLOW SEED SPECIFICATION AS NOTED IN PLAN LEGEND. THE PERMANENT SEED MIX FOR THE UPLAN ' ~ ~ ~ \ vdovvw v I ~ , 1, ~ ~ ~ ~ o one o / ~ 1 3. IXI~ 3. EXISTING UTILITIES MAY EXIST WITHIN THE LIMITS OF DISTURBANCE..
AREAS SHALL CONSIST OF A MINIMUM OF 6 SPECIES FROM THE SEED MIX FOR THE POND ~ + 1 ALL UTILITIES ARE TO PROTECTED IN PLACE WHERE POSSIBLE, OR
MARGINS-DETENTION ZONE SW105 AT A RATE OF 15 LB ACRE. ANY G ~ i ( ) / IVEN SPECIES FROM THE MIX SHALL . ~ v ~ ~ ~ rovvvvv v ~ ~ 1 W All , / O
MA ~ ~ ~ KE UP NO GREATER THAN 15 PERCENT OF THE ENTIRE MIX. NO SPECIES OTHER THAN THOSE IN SPECIFIED ; 5 SEED MIX WILL BE ACCEPTED WITHOU T ~ I 3 \ . ~ o n ° cnnn,¢ ~ ~ HORNED POND~WEED (3) . . p(~~ ' . RELOCATED TO THE NEAREST PRACTICAL ALIGNMENT., WITH THE
T HE APPROVAL OF THE ENGINEER. ~ 1 ~ vo .voW+bvv:n \ \ ~ APP I ~ v vwvrvv ~ S _ Q v Q ..vav v o v v v" v , ; - j' \ \ PIKERUSH 5 ~ .v APPROVAL OF THE ENGINEER.
, ~ i ~:,I, 3, PLANTING vv v . \ t v v v ~ - 'vvvvvvv n- v / ~ ILAEO , ~ . . , nn / \ PSIS (4) .,,,,,,,.._.-..,r-- ~ :vav , vvvvovav-v'd"v o v, / , \ vav v ~
i ' v v v vav v v v„ ..vv v ~ i , ~ ~ 4 SEE . ; \ \ ' v ~ ~ ~ • • ' • ` ~ . _ v v-v-v-vro 'v v ti d v v v v v.v v v v v ` ~ 4. SEE EROSION CONTROL PLAN SHEET SW102 FOR SEDIMENT
\ ~ BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE WETLAND SHALL BE LOWERED TO BELOW EL 397. \ ~ ' \ v.. vvav vav, v \ \ ~ ' ~ v vvav ~ v vvav vav vav vv„ -vwvvat o.. b vvvovv ~ ..A^ ~ \ ~ MAP ,'T~2. ~ ~ \ v"v vv vav vv v vva, oa_ v'nvvvv v vav v vv v ~ MANAGEMENT AND EROSION CONTROLS AND BEST MANAGEMENT
L4D, . ~ r,.~' v v a v v ~..v..v v. v-v-v-v v v "v v' v v v v v a v v ,vv a v v v ro - ° • v 'v v vav-. vnvv vvvovv.... vv vv v v vv'"v i" / \SLPU\ PRA °V nnnv nnnnn nnno_ .n. bn nan n OV..O'V p / 1 ~ , PRACTICES.
MATERIAL ~Q ~ ~ ~ ` v v v ~vvvv v-v..vv "o v v~ aavn vnvv_v v , \ \ V ° b V V V n n n ° 9 n ~ nnn 4 9~9'n ; ,ELDERBERRY 7
~ , , ~0~..~ \ ~ Vn~p JnnOn nnnn V OP 1 ~ . - v av ~vvvv vav nnn _e.a.v..vss v v O ON NBUSH 5. SEE 0
1. PLANT MATERIAL MAY NO T BE SUBSTITUTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. \ 404 ~~.-.-v.n an-.° n ~ v _ v-v _ ° - 405 _ ...3 ~ ~_,WI' ERBERRY 12~- _ _ 5. SEE LANDSCAPE PLAN SHEET SW105 FOR ADDITIONAL PLANTING
2. IF GRADES DIFFER FROM THOSE DEPICTED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER - 5 40 _ _ _ . ~ SCH . \ - ~ ,J , SCHEDULE AND REQUIREMENTS.
, PRIOR TO PLANTING. ~ • -,RED CHOKEBERRY 3
_ ~ , - O , ~ \ 6. PINT. , ~o J _ 6. FINISH GRADES SHOWN ARE APPROXIMATE AND MAY NEED TO BE
2 TLIr M innl Irn/n1 nr Al 1 nrrnn ~.in ..r'.rT..r.....
V^~ ~,uv ~ - _ _ _ _ _ " , _ . ADJUSTED LOCALLY FOR SMOOTH TRANSITIONS BETWEEN EXISTING
VEGETATION FROM WHERE THEY ORIGINATED IS FROM THE APPROPRIATE PHYSIOGRAPHIC REGION WITHIN THE LOD ~ ~~--n ~ _ _ _...-_.....,..w__.-___-__~~ MoD ~ ANC - ~ ~ ~ . . _ o HORNED POND WEED (3) ~ AND PROPOSED STRUCTURES AND TO MATCH FIELD CONDITIONS.
SOUTHEASTERN U.S., EXCLUDING FLORIDA.. p _ ~
4. TH ~ ~ E PLANTS SELECTED SHALL BE GROWN AND ADAPTED TO THE SPECIFI - ED DESIGN HYDROLOGY FROM THE ~ ~ ~ SPIKERUSH 8 app 1_ ~ 7
NURSER .VARIATIONS BETWEEN NURSERY CONDITIONS AND FIELD CONDITIONS, INCLUDING WATER - _ _ ~ - ~ _.L-OD-""'-""~..__.___._._.......__..____.___..._~_.. LILAEOPSIS 8 I 7. NOTIFY ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO ANY TREE
SLPU•, 5 DEPTH, MAY RESULT IN EXCESSIVE PLANT MORTALITY AND WILL REQUIRE REPLACEMENT BY THE ."SLPU s . _ DIST _ ~ SLPU 7 ~ DISTURBANCE OR REMOVAL
NTRACTOR WITHOUT ADDITIONAL CHARGE TO THE OWNER. ` . • ~ .,ELDERBERRY,. (1 _ © MP ROSE 8 - DERBERRY _ P 1 _ pW , 2 , ~ ~ , _ U_ ELDERBERRY (7)
COMMQN BUTTC ~ _ 8. REFI ~MMON_ BUTTONBUSH- 3) O ' ~ HORNED POND WEfD-(3)~ - 4 HORNED POND WEED 3; COMMON BUTTONBUSH (9)~~..,_.~_...._. 8. REFER TO SCO 04-06201-01E FOR RELATED IMPROVEMENTS AND
TED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR .NORMAL ~ . ~ ~ SILKY DO SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURAL PRACTICES AND GROWN IN A CLIMATE ~ ~ GWOO[ _ _ ~ _ . ~ PRO WINT~RBERRY 3 _ ~ ICY DOGWOOD (6)__y . SPIKERUSH_ (9 SPIKERUSH 11 ~ ~ . PROJECT SPECIFICATIONS.
SIMILAR TO THE PROJECT AREA. PLANTS SHALL BE VIGOROUS HEALT ~ HY AND FREE OF D4SEASE, . , _ # WINTERBERRY WINTERBE~7 t ( ) ~ o ,
INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF OBJECTIONABLE DISFIGUREMENTS. TRUNKS ~ JTERBERRY . 2_ ! - LILAEOPSIS 2 Q%' ~ , ~ ~ O ED LILAEOPSIS 9 - R_._._ CHOKEBERRY (3) ~ O i _ - ~ _ . ~ b
AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM TO ALL ASPECTS OF \ ..BALD -CYPRESS.._.(4) -~.,`4 r._ ~ 9. NO D CHOKEB.E.RRY (3) ~ - - _ - _ ~ - - ~ 1 MAP 9. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN AS
THE CURRENT EDITION OF THE AMR E 1CAN STANDARD FOR NURSERY STOCK ANSI 760.1 FOR BALD CYPRESS (3) - MAPPED BY FEMA OR AS DEFINED BY ANY FEDERAL STATE OR LOCAL
CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED. • \ - _ \BALD CY ~BALD CY ` - AGE AGENCY.
6. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE FORMED THROUGHOUT THE - ~l
POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE MEDIUM WILL HOLD TOGETHER WHEN PLA r'' ~ 1 r - fi
NTED ~ ~ ~ {REFER TO AMERICAN STANDARD FOR NURSERY STOCK , ~ _ r _ - ~ ~1 ~ - f
~ / \ / ~ s'
7, THE FINAL LOCATION AND ORIENTATION OF ALL. PLANT MATERIAL AS WELL AS THE LOCATION OF ALL -,``yam j' _
PLATING ZONES WILL BE SUBJECT T ~ ~ . ~ _ 0 THE APPROVAL OF THE ENGINEER. THE CONTRACTOR WILL BE ~ . ~ ~ 1 it
RESPONSIBLE FOR .REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF { JLF
THE ENGINEER.
8. THE CONTRACTOR WILL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL PLANT MATERIAL FOR
TWENTY-FOUR (24j MONTHS (CARE AND REPLACEMENT PERIOD OR UNTIL FINAL ACCEPTANCE ~f: `•t; ei 1`y !
,WHICHEVER gp ECIFICATIONS CONT,I IS SHORTEST. 4 4. CONTRACTOR INSP ECTION
.
9. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES FROM SUN AND 1' 1. THE CONTRACTOR SHAL L iNS~'ECT AND VERIFY THE DISTRIBUTION AND PLANTING TO ENSURE PLANTS ARE ;
DRYING .WINDS. PLANTS THAT CANNOT BE PLANTED SPECIFICATIONS IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF APP OF ACCEPTABLE QUALITY AND THAT THE PLANTING SPECIFICATIONS HAVE BEEN MET TO THE FULLEST r' {
ROVAL MUST BE PRQVIDED WITH ADEQUATE IRRIGATION AND ON-SITE PROTECTION FROM THE ELEMENTS. DORMANT PLANT EXTENT POSSIBLE. THE CONTRACTOR SHALL REPORT THE WRITTEN RESULTS TO THE .OWNER.
1. PLANT SPECIES FROM THE WETLAND PLANTING .SCHEDULE ARE TO 8E PLANTED BY HAND, WITHIN THE ZONES AS MATERIALS MUST BE KEPT IN COLD STORAGE 38°-42°F AT 75% HUMIDITY AN ( ) D NOT REMOVED EARLIER THAN 48 t, t ~
SHOWN ON THE GRADING PLAN. SPECIES ARE TO BE MIXED TO PROVIDE A VARIETY OF PLANTS OVERT HOURS BEFORE PLANTING. 2' HE ,BASIN 2. IN AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PIANTED MATERIAL. AT TWIS TIME THE CONTRACTOR WILL L 1g
AREA WITHIN THE SPECIFIED ZONE. DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES. ~ ~r±~ 'E ~
10.PLANTS SHALL BE PREPARED FOR SHI PMENT iN A MANNER THAT WILL NOT CAUSE DAMAGE TO BARK, BUDS, 2. TREES AND SHRUBS ARE TO BE PLANTED IN THE LOCATIONS AND SPACING ACCORDING TO PLAN. REFER TO THESE BRANCHES OR OVERALL CONDITION, CONTAINER GROWN AND CONTAINERIZED PLA
NTS SHALL BE TRANSPORTED IN THE 3, NOTES, THE PROJECT SPECIFICATIONS AND DETAILS ON SHEET SW103 FOR SPECIFIC REQUIREMENTS. CONTAINERS IN WHICH THEY WERE GROWN OR PLACED, IN ADDITION PLANTS SHA 3. THE CONTRACTOR IS RESPONSIBLE FOR R - EPLACING NON SURVIVING PLANTS DURING THE CARE AND
LL NOT BE HANDLED BY THE STEMS DURING TRANSPORT TO THE PLANTING SITE OR DURING PLANTING, REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR
3. HERBACEOUS SPECIES ARE TO BE PLANTED IN RANDOM CLUSTERS ACCORDIN G TO THE MINIMUM SPACING SPACING IN UNTIL FINAL ACCEPTANCE, WHICHEVER IS SNORTER.
THE WETLAND PLANTING SCHEDULE. 11.PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE INS ERTED INTO THE PLANTING 4.
HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT THEY ARE NOT POT BOUND. POT BOUND OR ORAMPED 4. PLANT NO MORE THAN 30 PERCENT OF ANY SINGLE PLANT SPECIES WITHIN EACH ZONE. ROOTS SHOULD BE CAREFULLY SEPARATED AND SPREAD WHEN PLACING THE PLANT 4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 15% OF THE ORIGINAL NUMBER OF PLANT STOCK.
TO FACILITATE ROOT GROWTH WITHOUT FURTHER CONSTRICTION OF THE ROOT BALL.
5. 5. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION SHOULD BE PLANTED IN THE 5. IF NATURALLY RECOLONIZED NATIVE. SP I EC ES OF EQUIVALENT WETLAND INDICATOR STATUS EQUAL OR
EARLY SPRING APRIL--JUNE OR LATE FALL OCTOBER--NOVEMBER . V 12.PLANTING HOLES SHALL BE BAC ( ) ( ) EGETATION PLANTED OUTSIDE THE DORMANT KFILLED WITH TOPSOIL FOR PLANTING PLANTS FURNISHED BY TN E CONTRACTOR. EXCEED 80% SURVIVAL, REPLACEMENT STOCK WILL NOT BE REQUIRED.
SEASON SHALL BE WATERED TO ENSURE SURVIVABILITY. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH ORGANIC MATTER. IF THE PH IS NOT
WITHIN THE SPECIFIED RANGE, THE PH SHALL BE CORRECTED AT THE C 6' ONTRACTORS EXPENSE OR AN ALTERNATIVE 6. THE. CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN INSPECTION BY THE OWNER
6. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE FILLING SUPPLY OF TOPSOIL SHALL BE SELECTED. CONFIRMS THAT. THE PLANTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
AROUND THE ROOTS TO APPROXIMATELY 75% OF THE HOLE, TAMPING AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS 13.PERMANENT SEEDING SHALL BE APPLIED IN ALL ZONES AFTER PLUGS AND CONTAINER PLANTS ARE PLANTED,
5, OF THIS PROCEDURE SHOULD OCCUR IN THE SAME DAY. ALL ASPECTS OF THIS PROCEDURE SHOULD ALSO BE 5. MAN G A EMENT AND MONITORING
FOLLOWED FOR REPLACEMENT PLANTINGS,
1. 1. SURVIVABILITY OF THE PLANTING WILL BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING
7. THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE CONTRACTOR AND APPROVED BY T HE ANY OF THE FIRST TWO GROWING SEASONS. IF THE DESIGNED HYDROLOGY iS NOT MET.
ENGINEER, DURING THE FIRST 24 MONTHS {CARE AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, 2. SHOULD WILDLIFE NUISANCES RESULT I
WHICHEVER IS SHORTER. 2. N PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE IS DEEMED EXCESSIVE OR DOES NOT MEET THE PROJECT SPECIFICATIONS. SEAL
8. THE FOLLOWING MINIMUM QUANTITIES OF WATER ..SHALL BE USED TO WATER EACH PLANT UNLESS OTHER I 5~ ~N
W SE 3. DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF WATERING IS REQUIRED} -1 GALLON, SHRUBS -2 3. POST CARE AND REPLACEMENT PERIOD MONITORING SHALL BE CONDUCTED TO LOCAL PERMIT CONDITIONS
GALLONS, TREES -15 GALLONS. AND THE CONTRACT DOCUMENTS. /F,py G IN SW1 07
P:WCMA EXPANSIONtCADISTORMWATERWETLAND PLANTING•SW107.DWG TEP _ S HEN BLAKE 7/1/2008 3:10:49 PM
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