20072163 Ver 1_Site Plan_20080128

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MUNICIPAL CONTACT LIST N D EX TO PLANS ~ a =4
-PLANNING AND INSPECTIONS - Q0'
PLANNING DEPARTMENT ~ F ~ MARK LOCKLEAR, MANAGER 0 ~~t, C-0.0 COVER SHEET ~ ` ~ ~
PLANNING SERVICES P
P.0. BOX 65 ~ C-1.0 EXISTING CONDITIONS /DEMO PLAN ~ ~~'-~~~e•.•.n. ~ ~ a
LILLINGTON, NC 27546 C-3.0 STORMWATER MANAGEMENT PLAN:. ~ '
(91.0) 893-7525
[phone] FAX C-4.1 STMWTR BMP PLAN AND PROFILE
C-4.2 STMWTR BMP PLAN AND PROFILE j
• STREETS AND HIGHWAYS - NCDOT DIVISION 6, DISTRICT 2 ~2 C-5.1 SITE DRAINAGE AREA MAP
DISTRICT ENGINEER CHRIS McGEE P.E. •CO
P.0. BOX 1150 F<~ C-5.2 OVERALL DRAINAGE AREA MAP ~ ~ U
FAYETTEVILLE, NC 28302 GS C-6.1 CULVERT CROSS SECTIONS ~ i'
910 486-1496 yq ( ) R
910 437-2529 FAX NF ( ) L-1 BMP LANDSCAPE PLAN r 4; 9
9~G • SITE AND BUILDING INSPECTIONS - 0 ~ fi~ ~
BUILDING INSPECTIONS DEPARTMENT /G t I~ s~ 1'
S~ LYNWOOD McDONALD, BUILDING 0~ ~ G ~I ~
CODES ADMINISTRATOR ~ ~ ~ U ~ e~
P.0. BOX 65 ~ ~ El ~ rn
LILLINGTON, NC 27546 ' . ~ ;
[phone] ~ ~ ~ ~ G ~~r _ ~
[phone] FAX ` Q ~ 9 ~~~~5~
• PUBLIGWORKS- ~ . , ~ O ~ x, r;~,
TOWN OF LILLINGTON PUBLIC WORKS Q ~r,
DEPARTMENT . ` r-., Owner: Stafford Land Company, Inc.
TIMOTHY SMITH, DIRECTOR ~ 246 Valley Fie d Lane I v
P.0. BOX 296 ~ y
LILLINGTON, NC 27546 z ~P Southern Pines, NC 28387
[phone] m i; !.1_
'o EROSION CONTROL - D Developer: Stafford Land Company, Inc..
NCDENR -LAND QUALITY SECTION p
STEVE COOK, REGIONAL ENGINEER Z 246 Valley Field Lane
225 GREEN' STREET R~ D NpER D -c Southern Pines, NC 28387
SUITE 714 ALES
FAYETTEVILLE, NC 28301 (910}433-3300
[phone] FAX En ineer: Spaulding & Norris, P.A.
972 Trinity Road
- WATER AND SEWER -
HARNETTCOUNTY DEPARTMENT OF Raleigh, NC 27607
PUBLIC UTILITIES
TIM PAYSEUR
P.0. BOX 1119 LILLINGTON, NC 27546 Enviromental Heal Owen & Associates, Inc.
(91'0) 893-7575 PO Box. 400
[phone] FAX i, Lillington, NC 27446
11 1
• ELECTRIC SERVICE -PROGRESS - n r Cr ~ U fJ yd: CIl
ENERGY Land Surveying Mauldin-Watkins Surveying., P.A. ~ ,z ~ z a
1-8(10-452-2777
• PROPANE GAS SERVICE - FARMER LP 1301 Broad Street ~k w N s ou7~ ~
PINS : 0650-78-2199 GAS SERVICE Fuquay-Varina, NC 21526 a ° ~ w ~ ~
a~nNr o an as a~
- TELEPHONE SERVICE -SPRINT 0650-70-5349
ZONING: C~3
SITE AREA: 7.55 A . c
TO CIL ACCESS ESMT
Q WATERSUPPLY: WS-IV
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PR TE TED AREA oc
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RIVERBASIN: CAPE FEAR ti
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FLOODPLAIN: NONE 0 U
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MAP No.: 3720064000) o ~ ~
N ~ _ ~
° PANEL 0640
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IMP ERVIOUS 179 053 SF 0 8 ?~a~
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SURFACE: 179 053 1 328 993 - 54.42 /o U 1 1 ~ o ~
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0 THIS DRAINING IS THE PROPERTY OF:
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0 0 Spaulding & Norris, PA C-0.0
~r and is not to be reproduced or copied in whole or in part
without permission from Spaulding & Norris, PA. This drawing PROJECT NUMBER
0 is not to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request. 643-0

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~ GRAPHIC SCALE , ~ ~
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~ ~ ~ 1 - ~ i r' ~ i 1 ~ Ito 1 / ~V i 1 v i i i / i / ~ 1 inch = BD ft~ ~w ~ \ / ~ ~ / j
~ t ~ ~ ~ f-a ! ~ i ~ 1 ~ PINE STATE C1) , ~ - ~ t ~ _ i
i ` ~ • ! G'OMMERCIAL PARK ~ ~ ~ / ( ~ MAP fi2002 PG.733 ~;U f ~ f / l / ~ cry - ~ ~ ~ ~ l ~ r~ i i
~ ! - I I , ~ i r CB , ~ , ` ~ 1 ~ i
f \ 15" RCP k,: ~ ~l ~ -
_ _ - - _ - , cL v ~ _ _ , ~ ~ ~ ~ " `v. ~ ~ GENERAL NOTES Ii, ' ~ ~
I ( E~ ~ 39~.59~ k - \ rr ;1 1( ( 1. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR
1 ' ~ ~ 55'56'45'E ~ - pN LIMiTS _ _ S ~ CONSTR I > ~ .io'S6"E ~ ' ~ ~ ~ I MODIFICATION ARE TO REMAIN AND BE:PROTECTED FROM DAMAGE.
- t V ~ ~ _ - _ , _ ~ ;E. C; ~ _ ,i 7 ~ ~ i I to
~ = ~ r ~ / ! j I 2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND ; ~
i V ~ \ / i ~6i j ~ / 1 r ~ DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR ~ r""~ f~
~ Jam' ~ ~ ~ ~ INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN 1 ~ l ! s_ t ~
USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL ~ ~ ` \ , ~ -
- ` ~ ~ , _ ~ , ~ GUY WIRE ~ ~ - ~ ~ , ~ ~ ti \ , DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE ~ ~ ~ ~ r; ~ DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT , ~ a,
~ . ~ , ~ I o ~ ~ ~ ~ Z % ~ ~ \ INDICATED OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE OWNER,
~ /i ENGINEER AND ARCHITECT BEFORE REMOVAI. FOR FINAL DISPOSITION. c ~ L ~ cs
A ~ ~ ~ , ~ ~ -
f ~ ~ ~ p~~ ~ 3. ALL WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE ~ ~ (j I,
1 ~ ~ % i Z i~ ~ ` DISPOSED OF OFF SITE IN ACCORDANCE WITH LOCAL MUNIPAL AND STATE ~ r~. I I ~ u
~ r j _ ~ REGULATIONS. ~ [I
i~ ~ i ~ ~ .I ( ~ `J PINE STATE ' N / ~ ~ ~ COMINERCIALPP.RK/ rESTaTc i ~ ~ ~ ~~s,.:~. ERCIALPP.RK/ Ii j~ {S'
' ~ f ~ / ~ / ~ ~ ' I' ~ , ~ MA'~ #2002 PG.733~ _ ' ~ ~zoo2 PG.733~ 4. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE ~ ~ r._
i ~ / ~ ~ I ~r. ~ ~ ~ ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY SHALL BE ; ~ 'r
UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE. ~ w
/ ~ / f, b / ~ .i_ ~ ~ ~~rv~~----_ ~
i P.P. ~ _ uo ~ - / r' ~ ~ 5. ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES it~T SPECIFY ~ y_,
/ t ~ ~ ~ ; co 1~ ~ ~ ~ I I ~ ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY. r ~ ~ `y
~ ~ ~ / ( ~ 1 1`;-ramp f 0~ ~ ~ i~I
~ n Gym ' / / ~ 6. CLEAR AND GRUB ALL AREAS TO RECEIVE PAVEMENTlSTRUCTURES AS ~ \
~ _ ~ ~ 1 to l ~ ~ ~ a. REQUIRED BY SPECS.
s. ~ ~ i ' ,.K-- _,x ~ ~ l ~ j ~ t ~ ~ ~ I ~ 0 i r'` A /i \ V
I HARNETT F WRRD , ~ I--- i " \ ~ 7. ALL STRUCTURESIUTILITIES DESIGNATED FOR MODIFICATION SHALL BE
I / ~ i "T . R COM TTEE ~ ~ i, ~ . TOGt HE Z ~ _ ~ ~ p. LINE \ ~ A ~ ~ ~ OLD PRO ; r`,. ~ . ~ i f?,f~.2252 RG.911 ~ ~ ~ O I I / ~ ~ , ~ , Z ~ ~ Q ~ ~Y , / ' ~ \ \ ~ PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. \ V A
\ STR[P TOPSOIL, CLEAR AND GRUB AS :REQUIRED WITHIN CONSTRUCTION
~ o W / I ~ ~ ~ i) 1, LIMITS. STQCKPILE TOPSOIL WITHIN CONSTRUCTtONllMITS FOR
I Q ~ > / ! \ REDISTRIBUTION AFTER FINAL GRADING OPERATIONS ARE COMPLETED.
/ i _ / / t
f f / ~ i~ it 9. BOUNDARY SURVEY INFORMATION WAS PROVIDED'MAULD{N-WATKINS
f, / ~ SURVEYING, P.A.
t ~ l ~ . -:1, ~ - j ! _
1 r~~ ~ ~ ~ 1 ! i l ~ 10. EXISTING LOCATION AND TOPOGRAPHY SURVEY WAS PROVIDED BY «
i ,r~,~ G ~ ~ :i ~ / MAULDIN-WATKINS SURVEYING,. P.A.
, ~ z E W s / ~ rte, c ^ t7
I P.P_ ' ~ i ~ j ~ / i I ~ i 24" FES J ~
I ~ , I ~ . ~ Ji / ~y,- - n
i - , . t , `;t- DITCH - ~ ~ 24" f ES~~ ~ ~ a i ~ ~ o i c w u~i~
- - l~ ~ ~ ~ r ~ I II °7177 DISTURBEDUIE,LAND 165 .r ~ ` ~ it 7fiEFiDELITYB.A>gfe- - Fi~ELETY 8.G>gK- _ ~ I ! \ w o wit ~ ~ ~ + W W W ~
- AREA 1 ~ ' 124' f?CP . i%~ ~ MAP #99 PG.637 i - 1 .1. - ' 5.923 5F L', J BOX L.B.1396 PG.38 ,P #99 PG.637 l / ~ ~ ~ ~ 6.1396 PG.38 /J ~ rc i` w ~ ~ o ~ i`
~ ~ µ TOTAL WETLANDS ~ . , 24' f~CP ! as ~z o an a,A. a~
I ~ I e, '+f AREA = 0.445 ACRES \ / ~ ~ ~ ~ RIPA 172 ~Q~' ~ ~ ~ ` ! ~ 3 'I. ~ INV 171'60
i ~ ~ \ ~ r ti - 1 ~ ~ ~ 24" FES ~ ~ 17178
166.02 CB ' i l ' - - i i - ~ ~ !i7~Z. ~~'v. ' ~ i ~ 1 r
~ i ; _ N.C G 5. "NAIL ~ f.'i ~ ` : - ~ . . ''V ! ~ I i i
N.C. G~15't;t)ORE7INATES. NAD 83 DISTURBED WETLAND --T-~ ~ ~ ~ ~ ~ I I - ~ - - - AREA 2 ~ ~ ~ i
~ N 61 ~ 7 ~E, rU4 ~ 1-1 2,945 SF ~ Z i ~ ~ - ~ ' - ll ,4 '~.11IJ ~ ~r ~ I r E-1,.~ 85 ~ I ~
_ ~ ~ APPROX. ClL BOT?Ohh i ~ ~ e I ~ ~ ~ c _ ~ ! DfSTURBED Bf~CSI<L~yR~ ~ C ~ ~ ~ ~ ~ ~ ~ ~ ,
r i ~ •L p WETLANDAREA~, i l _ / ' ~ -
- , - ~ 1,69 5F ~ NO RUNNING WATER & BOTTOM IS FLAT i i ~ -t , _ ~ i ,
it ~`'ti I ~ \ 1 ~ ,n~;l ~ '
E GUY ~ ~ • . ~-~GUY C~UfRES ~ / I ~ 3045.&1' WIPE' ~ /1 ~ + ~ ~ ~ ~ 1". H , ,
P.P.~ ~ a ~ N 51 °25'27"W (HORiZ i - ~.Z~---~ - ~ _ 4.. ~.z''_.~_ P. P. ~ _ _ ~4~3' _ CoNSrnu~cpciN UMrrs _ ~ y' I ` . ~ N ti2~55"W 672.$8' (TOTAL. ~ ~
N 51°2527„W .~AiLj NAiL @ ~ r ; ~ ~ e - t: iJU n CS l 3045.24' BA5E EIS INy'15974' 19' RCP DI~CN i P.P. ~ 5 `.'.1"2039°E o
INV159.75 ~ ~ tn,.05' ~ ~ ~ iTl'"cji U
2~ ~ / i / ~ w U°~
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~ US 401 1U0' PUBLIC RMt' ~ ~ ! r l ~ ~ _
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/ ~ ~ ~ : P.P.
o ~ J ~ f - ~ _ ; J - ' - - - EX RAW f , _ - / ; ~ ,
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M 'J ~ N.Q GRID COCRDNATES NAD 83 1 ~ i ~ J
/ ~ ~ ~ / ;
E - 2,056,912.805 ` CF: 0.999876 i ' ~ ~1
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~ i o ( i ~ ~ /
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' ~ `4 i N E TO COU TY J ENTRA C ~ /
' BUILDING ~ j / / ~
/ i 1,
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7 d I ~ / ~ ~ ~ 1 FOR REVIEW ONLY-
~ i a ~ ~ i , , ~
I \ NOT FOR CONSTRUCTION DRAWING
. ~
~ y r THIS DRAWING IS THE PROPERTY OF: SHEET
t ~ ~ i ~ u ~ ~ 1 ! ~
~ j / .o r' Spaulding & Norris, PA
a ~ ~ and is not to be reproduced or copied in whole or in part without C-1 .0
Q ~ ~ / ~ ~ ~ ~ ~ , permission from Spaulding & Norris, PA. This drawing is not
i \ r to be used on any other project and is to be returned to PROJECT NUMBER
Spaulding & Norris, PA, upon request.
j ~
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PINE STATE ~ ~ i' ( ! ~ ~ ~ COf~MFRCIAL PARK i~, I ~ I`
i ~ r I r (~3AP #2602 PG.733 ~
/ ! ~ j1 ' ~ r;4~ i , - , 36 36"E `36`36"i=
J~~ _ . ~ ~ G~
_ _ ~I i TI ' ~ . i _ _ ~ ~ 5. , 1 ,T- ,
_ . l ~ ; ~ 1 ~ ~ ~;h N LIMITS pc; 01 / ~ m
SWALE 3:1 SIDE SLOPES TRUCTI0 I ! ( ) _ r; CONS - - - asa.~~ I f ~ ~ ~ _ -
/ ~ O Z
` ~ ~ ; _ _ - - , E15 _ _ _ 1 i r - DI - ~ ~ GRAPHIC SCALE
~ , . - _ F1 ~ w ~
l - , - . _ \ ` - ~ ~ i o ~ a ~r~
~ ~ i ~ s ' 1 - ~ , i ~I ~ V s / ,
I - CB ~ T. ~ ~ a~~ ~ ~ _ ~ , k.P- Al ~ ~ 16 W FEET.) ~ ~ ; ~ ~ ~ r, N
~ ~ ~ ~ I
~ , . ~ ~ w , / ~ I y / / ~ 1 inch = 40 ft. ~ ~ ~ Q / ~ .m
1 ~ GUY WIRE A _ I ~ ~ ^ _ ^ ~ I ,,/I / ~ ~°°a~. 1 \ / (y 4 f
/ ~ I \
SWALE (3:1 SIDE SLOPES) / ~ i ~ ~ ~ 6 ~ ~ ~ ~ _v ..i I 7J ~1 ~
1 , ~ - - - - - ~ j, I ~i I ~ GENERAL NOTES. i C ~
4 ` _ ~ I Z I 4 ~ O~ \ ~ ~ 1. GENERAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL
i h)~ I ~ N ~ i 1 1 ~ ~ I I ~ \ j / ~ OF ALL WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ~ 1 ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE I'
1 ~ ~ ~ I11 ~ \ R I i ; ~ ~ Q ~ ~ EROSION CONTROL AUTHORITIES. ~ ~
< ~ i / ~ ~ I I' i ~ i / r, u ~fi
` ! ~72~ ' OFFICE !RETAIL ~ ~ ~ -4- ~ ~ ~ - ~ ~ ~ ~ ~ I , ' _ ~ ~ O ' ~ 2. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER ~ ~
I 1,;, _ - 7 ~ 8,000 SF OF~fCEl RETAIL z I ~ ~ 1 i ~ ® FFE 172.33 12,547 SF . , ~ , ~ i ~ ~ _ ~ _ i I ~ / PROTECTION AFTER STOPQAGE OF WORK EACH DAY. " ~
y ~ 1 ~ I FFE 174.33 ~ - _ ` ~ PINE sTATE ~ ~ ' 3. UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS INDICATED AT CURB v '
i j / i DI N 1 COMMERCIAL PARK ~ AND i 15~ MAP ;~2ooz PG :~33 GUTTER ARE TOP OF CURB. ~ ~ ~ U { ~
I ~ / a .I- / ~ F2 i I i STORMWATER ~ a j1 I
/ WETLAND 2 s i 4. UNLESS OTHERWISE NOTED, PROVIDE SEEDING AND 4" TOPSOIL OVER ALL ' L
~ i ~ / A3 ~ , i ~ I , - / AREAS OF SITE WITHIN CONSTRUCTION LIMITS,.
WALE (3:1~St9E SLOPES) ~ ''~J ' ~ ~ l 1~ / ~ ~ i( w~ '
~ ~ ~ - I~. I , 5. CONTRACTOR SHALT ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED 11.~
~ 15 15 RCP ~ ~ r ~ - RC I \ ~ ~ PARCEL 4 - 1 \ ~ / IN THE. GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE t~., ~ r
- ~ I I PARCEL 3 - ~ , % ASSOCIATED WITH CONSTRUCTION ACTWITIES. > I
P:P 2 1.81 AC ES I - / 6. TOTAL DISTURBED AREA = 6.73 ACR€S. ~ i t "~f
! , 0 / A4 ~ I 1.92 AC I - ! , ~ 170 ~ (78,901 SF) ~ (83,808 SF) ~ I ~p ~ ~ ' - / E i ~J
J ~ ~ ~ - t I `I I w 7. BOUNDARY SURVEY 1NFORMATIQN WAS PROVIDED BY MAULDtN-WATKINS ~ ~ - , i r
i ~ 0 ~o I MAINT. ~ - . ~ i ~ ~ ~ ~ ~ / ~ SURVEYING, PA. l .L~
~ - a EASEMENT \ ~ ~ ~ I 1 ~ ~ I i ~ ~ ~1~ ! ~ ~
- , 170--____ ~ _ I ~ ~ ~ ~ ] ~ / f~ 8. EXISTING LOCATION ANfl TOPOGRAPGHIC SURVEY WAS PROVIDED BY ~ ~ \ / MAULDIN-WATKtNS SURVEYING, PA. ~ '
1 ~ 1 -6- ~ ~ - ~ ~ ~ I ~ I N I I OFFICE I RETAIL _3_ - ~ ~ ~ .a W tp i ~
~ I rr~ \y~ ~ ~ V 8 000 SF i ~ W 13 ~ J / ,i 9. LAND DISTURBING PERM{T WILL BE REQUIRED FOR THIS SITE.
1 DEEP ~ OFFICE !RETAIL ~ ~ ~ i I F3 ~ POOL FFE 170.00' ~ I . ~ - u
!i~ t~i~_~rr FQRWAI<G~TnGETH~H ~ I 12,547 SF ~ ~ ~ ~ ~ ~ ~ FFE 171. ~1,
co~~~i ~ ~ r.~ , ~ I 67 ~ a D.B:2252 PG.941'`-. RIS ~ j f < .U_~~\ / /
~ 0 ~ i i 'dog ~ / ~
~ ~ ~ - L
I~ , ~ _ - J2 ~ I - d ~
~ r --.t-~-- ` ~ \7~ i i
o ~
~ i ~ ~ ~ ~ I ~ ~ I I I ~ ~ /
ES ~5 s i = ~ , I ~ ~ s ~ /
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r. r - ,_r -4::. Q l ~ N I iv ~
\ ~ ID " i ~ CB ~ ~ ~ ~ P - ~ ~ I I N ~ i / r,?
5" RC D ~ C I ~ ~ -
~ - - - - - ,t I ~ ~ n ~ I ~ z Q ~ z
i ~ - ~g8 '0 / ~ ~ ~ c rr ~ ~ ~r ~
/ P I ~ ~ - + ~ ~ - 5" RC I I~~ i~~9 ` x~~~'~ ~ i ~ Oz
e ;1 ~ ~ 170 ' I - ~ %
~ , PARCEL 2 ' I ~ P.P. C. / I ~ ~ / ~ ~ ~ a ~ a w ~ w
1.78 AC 1 . ~ I 1 ~ ~,-~o ~
~ -2- ~ (77,679 SF) ' 166 7 - - 1~_ ~ ~ DITCH _ ~ a w N= o a° a a
OFF ~ PARCEL AREA - ' ~ - _ ICE !RETAIL ' DBL',, ~ II I ' Lr 24" FES /
! ~ 6 000 SF ! DOES NOT I I 1 CB I, i / ~ MAINT. ~ - FFE 166.00 - CLI~[1€- _ E1 ~ ~ ~ ` 167.32'
I E SEM N n. I; I! ~ ~C-B.~ 1 ~ B .,-THE F16ELITY BANK ,
MAINT. ~G STORMWATER ~ I A E T ~ UND TURBED , c.B i c.B r~ ' P. I V f ~ 24"RCP I ` . _ EASEMENT ro -WETLAND 3 - SWALE (3:1 SIDE SLOPES) WETLA S AREA ~ 24"RCP
1 ¦ ° "r - ~ i'~ MAP #99 PG.637 r r ~ i ~ ~ D.B.1396 PG.38
ES 24" RCP `fi 8.24" RCP t J. BOX C,B'~ INV 172.60' -
t ` m ` I GQ ~ ~ BANK ~ E I IhII"'' I ~ ~ ~

' ~ I - STORMWATER "C 3,900 SF ~ ' r ; ~ ~ I - 18 R Hw FFE 172.67 ' ; I i E ! / ~ ~ Hw - . ~ WETLAND 1 ' I
E3 ~ ;I ~ ro F1 ~ ~ Q I 1 G ~ 'I ~ Hw ~ _ I r '
- r ~ I ; i ~ ~ ~ ~ ~ ~ I .~r._ ~ ~
, I n ~ ~ ~ , ~ '
~ - DEEP ~ ~ ~ ~ f I SWALE ~ I a ~J TALE ~ ~ j 0
N POOL ~ ~ ~ , 36~
~ f RIS ~ RC ~ ; ~ I i
V i , ~ ~ ~ i . ~ ~ ~ IS ~ PARCEL 1
Q kiS DI . , fa~1£~ L1ND?Sf~ ~ . / • ~ \ ~ ~ ~ H2 h ~ Vv Tf.A~q.r~`R~A y ~ Kt . 166 1.38 AC ~ I ~ ~ Q I ~ ~1
ES Gt ~ ~ i ~ /Q ~ ~~i1 s~ ~ 60,175 SF r' I
~ • i PARCEL AREA DOES NOT INCLUDE ' ' ~ o' 62 - i
• , - - ~ --1 - - NDISTURBED WETLANDS AREA , M - _ - ~ ~ 16 - . _ ~ I o / - - _ rI ~ "^tin
v I ~ 1fi4 I I CP I / B R P~ 1 / ~ / R E I ~ 10 ETENTION i I' I ~ Z ,I i Q
o GUY ~ 7 1 - / ~ ~ ~ .JYYVfRESi - - - - 1 P.P 62 1 I 11 ~ 170 ~ . ~ I i
WIRES - ~ - , - - o
~o NAIL ~ - : ~ . - - - - - - - - ' X45.43 - - - - - - i CS iGR{D) - ~ - - , ~3 ~ i [-F-~ i(7 Ga ':S 51'20'39"E''' -EX R/W r
BASE EIS MH j' ~ _ P.P. 6,~~' ES N 51~°29'S'5"W 672.88' (r01"AL) CONS~UCTION LIMITS ~ sa G~ s 5120'3 G2 INV 159.75' OITCH I ,~6 ~5E ,~t~ 30.G5' 15° RcP ~ : - ' . ~ MAINT. SWALE / rIE 30.05' J V z
~ ' PREFORMED ~ ~ ~PP. t (TIE) ~ _ -
~ % EASEMENT / ~ ES MH I `i ~ ~ ~ SCOUR HOLE (gyp-) i
o G4 G3 ~ ~ to ~ % / /
~ / 1~1
/ ~ t , , ~ / - - - - - _ _ _ y- _ - _ ~
; ~ / US 401 100' PUBLIC RlW ~ ) ~ ' ` \ \ `
a N C GRID C,00RDINA7 ES NFC3 $3 N v 608,287151 ~ t w E 2,056,y12 d05 ,T
~ CF 0,yR9876 / ~ ~ ~ / / / ~ ~ \
~ r' _ / ~ t
n / / / ~ T_ FOR REVIEW ONLY-
f I ~ I M T ~ 7~" i
T P.P. ` i NOT FOR f'fIN~TRTTf TTt1N
j y. Ex RM DRAWING
THIS DRAWING IS THE PROPERTY OF: SHEET
Spaulding & Norris, PA
i and is not to be reproduced or copied in whole or in part without C-3-0
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request. PROJECT NUMBER
li. ~
643-0

~
m ' ~ ~ ~ P.P.
- ~ - - y -
_ , , , i _E ~i _ _ l - -E- -
r I ~ ~ - -
~ SHALLOW WATER _ ~ . Pa i .3 _ ~ _ OHPi (RlWUNKNO'~~
_ !NI - ~ (TYP ) ~ _ ~ - ~ ~ 1 - - - mz`
~ ~ ~ ~ Fa SHALLOW LAND _ _ - ~ _ _ . ~ -
m r I ~ (TYP.) F m i~ - _ A ~ ~ i - _ i
I ~ @ ~ @ Z O
~ ~ @ v1
~ ~ @. MAINT. , ~ ~ 7 1: ~ _ _ - ~
l~ E EASE ~ ~ MENT
~ ,
p T~. ~~N~ ~ r
I ~ ~ ~ RNETT F~RWA,.D ~ ~ E , Gz r, ~a?~ 3g~ ~-IA co;~!r~ITTI=~ rn ~ r, . @ RcP\,, r 2 i~G 91 ~
~ ca ~ i,' I ~ ~ ~ ~ ~ ~ ~az~5 @ . _ .
{ ~ ~Q~ ~ ~ ~ ~ , O - Z
I I ~ 36 ; ? ~ ORMWATE ~\4. eve ~nitlii[~F~
i ~ .'r ~ R @ @ o q~, f "r• ~ ~s 18"E RCS' ~ ~ WET~.A~iU 3 ®e
` ~ GRAF''HIC SCALE ,
G3 1I i Hw ~ EASEMi`N DI ~ D 15 30 ~J e x • y BD 80 ~ ~7 ~ ~ '
, I i \ ~ ~ i ~ ~ , ~ ' ~ ~ FOREBAY ~ sgs qty w; i 1. ~ ~ ~.u W{~,i ~a ~
@- ~ - DE ~ ~ SHALLOW WATER _ = - _ (IN FEET } . r~ =a~~a . j
,o•,.. 1 inch = 30 ft~ ~ ~
~ I i 1 . ~ i ~ ~ ~ J SHALLOW LAND ~ ~
I - ~ ~ @ RCP (TYP.)
~t ~ I Boa 1 ~ - ~ ~ ~ \ ~ F2
~ '@ ~ ~ :~,r
FOREBAY ~ ~ in.
/ ~ @- ~(PRETREA '.(PRETREATMENT) E'
` ` ~ LEGEND 1,
I . \ . ~ - o i~F~ ~ @@ ~ ` = ,r, ~ i a`'
' l ~ a ~ 65~ w '@~a
~ FOR AY I „ n~ ~ ~ f ~ N ` i ~ y 1 ~ (PRETREA ENT 0 ~ ~ 3s~ ~ SHALLOW LAND { ~ ' ~
l ~ ) '0 MH ~r ~ ' ~ . I r~ . SHALLOW WATER ~ ~ _ pis ~ ~ ; ~
i ~ W LAND I B ~ ~ I P. m') 2 ~ ~ , FOREBAY !DEEP POOL ~ ; ~ : ~ j' ~ ~ ` . ,
_ SHALLOW W ER - ~ ~ . ~ ~ . _ ~ - ~ _
~ ~ . 4 ~ r ~ ~ - _ c- - " _ ~ ~ \ , I (TYP.) ~GUY~WkE~E ~ ~ '
- r,, ~ ~ ~ , . - DEEP MAIN FOREBAY FOREBAY `
1 J~~ ~ ' T. - ~ ~ POOL EASEMENT I ~ - i
k ~ ~ - ~ i o ~ STORMWATER CATER ; , , r~, ~ c i ~ ~ F1 ~ 1 - ~~',`a
~ I ~ " \ ~ ~ ~ TYP. I ~ ~ ( ) WETLAND 2 vD 2 ~ ~
~ ~ l ~ ~ t 1 ~ I ~ ~ _ \ r ' ~1 ~ 1
~ -2- ~ I -
~ v - -5- ~ \ ~ ~ 1 -6- ; QFFICE 1 RETAIL ~ l' OFFICE 1 RETAIL ~E 1 RETAIL i ~
i i ~ I ~ ~ OFFICE l RETAf 1 L
'3, ~ x,000 SF 8,000 SF k G.- ~ , ~ 8 000 SF ~ ,000 SF ~ ~1 • ~ ~ -
~ ~ ; I ~ ~ ~ FFE 172.33 _ ~ FFE 170.00 E 172.33` ; ~ ~ i _
I' ~ ' - _ - ~ 4 ~ ~ r ~ ~ 1 1:
' '~3 C ~ ~ ' ~ ` % I - ~ I ~ ~ ~
` ~ R ~ I ~ ES
i~ i ~
l\ ~
STO~MINATER WETLAND NOTES
1. CLAY LINER TO BE INSTALLED UNDER THE ENTIRE BOTTOM OF THE DEEP
POOLS AND THE SHALLOW WATER AREAS. 4""OF TOPSOIL TO BE PLACED OVER
CLAY LAYC~R.
2. NO SIDE SLOPE TO EXCEED 3:1 SIDE SLOPE.
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m ~ EMBANKMENIjCOREMATERIALSHALL,BE ' CLASSIFIED A A GL, CH, ML, OR MH PE I
E TOP!OF DAM IDEN i IFIED B THE L.S.C.S. OR PER n EMBANKMENt CORE MATERIAL SHAD. BE
FLEW. 164.00 GEOTECHNICI~L RECOMMENDATIONS.: ~ ~ TOP,'OF DAM CLASSIFIED ASS A CL, CH, ML, OR MH TYPE
r _.._v_._~ ~ .r._ ~ ~ i ~ ELEW.170.00' ~ _ W IDENTIFIED By THE L.S.C.S. OR PER j I
~ i ~ _ _ - GEOTECHNIC~IL RECOMMENDATIONS; ~ 2
o _ - ~ 1 ~ ; SHALLOW LAID ~ 0. -
c+i ~ I (TEMP POOL)! ~ ~ ca r ' SHALLOW LAND
o ~ 162.75' WSE i ` (TEMP POOL) _ U
_ , TEMPO Y POOL m ~ w _ ' ~ ~ ' ~ TEMPi I ~ ! TEMPORARY POOL ! 168.75' ~ SEL i
~__w_._._. ; _...y„ 162.00' WSE' 18" R.G;P. (3) ~ - ~ ' ! I ~ ~ PER NENT P00
v y, 1 ~ PERMANENT POOL ~ . _ _ 168.00` WSEI
O ~ I ~ i ~ CON ' - _ _ fir/ Y
o DEEP i CR~TEiHEADWALL FOREBAY ~ i DEEP f ~ ~ POgL F(JREBAY ~ POgL 4" TOPSOIL (TYP.)
n ~ POOL ~ i CLAYsLINER (TYP.) 4;TOPSOiL (TYP.) ~i ( )
4 ,TOPSOIL (TYP.) i CLAY LINER TYP. I ~ ~ i ~..__~~.____-___._..~_-__.___i__- CLAY LINER P. M m' ) ~ i
eh i ~ ~1 c0' i _ - - - . _ CLjAY LINER (TYP.) ~o
BOT.159.50' 3 BOT.159.50'
v ~ BC BOT.165.50' BOT.165.5~'
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iNv.t rv!< WIN31KULIWIN
DRAWING
STORMWATER WETLAND (3) STORMW
R THIS DRAWING IS THE PROPERTY OF: SHEET MWATER WETLAND (2) Spaulding &Norns, PA
HORIZONTAL' 1'=30' and is not to be reproduced or copied in whole or in part without C-4 ¦ 1
- I HORIZONTAL 1"=30' permission from Spaulding & Norris, PA. This drawing is not
VERTICAL: 1"=3' to be used on any other project and is to be returned to
VERTICAL: 1 19=3' Spaulding & Norris, PA, upon request. PROJECT NUMBER
3-07

r ` / ~ 16
. ~ ~ - - - - - i rn I w m
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w
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1 - ~ B _ _ ; . s6 -2= h_ ~ I
~ _ OFFICE / RETQ I ~ I _ ~ ~ ~ I ~ o
6,000 SF - I ~ - i; ~ ~ ~
I I I DBL
- STO _ _ - - - - cB ca ~ ~ jI I I
I ~ I ~ RMWATER . I ~ ~ E1 • 1 ~ WETLAND 1 E1 ! I ~ ~~I I®
. INT. U ~ _ , { o, ~ I r,; ' ~
` ~ ~ l EASEMENT o ~ ~ o -1r2-~
~ _ ~;~re ~ r~~~--_r
~ - ~ _ B3 ~ ~ e~ ~~i~~ i~ ~ ~i z
~ 1 -1- ~ - ~ ~ i ~
~ 1 I ~ ~ . 164 BANK ' j~- I 1 ~ ~
L; " ~ ~ 3900 SF O ~ _ , ~ ~ 18 RCP , ~f ~ f I ~ ~1'y
\ \ ~ HW ~ \ a _ / ~ FFE 172.67 ~ ~ ~ ~ ~ ~ ! I GRAPHIC SCALE •
\ " . E3 ~ ~ j ~ 0 t6 30 80 80 ~
~ ~ ' t i, I ~ rr _
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1 1 . ~ I ~ ,f "(P TREAT - ~ t ~ ! :l, ~l ~ ~ ~ i (IN FEES') ~~a ~
- ~ ~ ~ r~ 'I 1 inch - 30 ft ~ ~ `
RIS t ~ ~ ~ ~ ~ s ~ I S~VAL r~ ~ ~ w ~ E ,i cn
LON~:~VfATER ~ 1
RCp ~ I , - ~ SHALLO~I:CI~Np ~ }r t i I,; ~I I I ~ ~ I j ~ r_r~
I _ I~ i ~ i
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H2 ~ ~ K1 ~ . 166 ' _ ~ MAP #93 PG.637 ~ I D.B.1396 PG.38 ~j t
. ~ I / - , ~ E2 j _ ~ i j LEGEND it `r;
r IN ~ ~ - • ~ ~ / ~ ! ~ i
~ "
~ 164 ~ P ~ ~ _ • ~ ` ~ ~ ~ ~ SHALLOW LAND C~ M : , I, i I SHALLOW WATER C..~"~ ~ `
/ 7 - 164 ~ ~ 6" R ~ E I ~ - 95' _
-~Y " - - 170 r<
. _ . ~ FS +~~111: c77 - - - - - - ~ I I FOREBAY I DEEP POOL , ~ , ~ n~
44~ - _ , f, - - =-r S~S~ ~ ~ _ _ , - _ _ _ - _ _ i i ~ „u-~_
- ..E ~ ES N 51 °~g~g{Wt - - 1~~ _ - - i I ; ~ E CS ~ i' ~ 3:
67288' ` , M , ' i ~ - - ~ ~ , 3Q.OA S 51 °20'39"E _ !
~ _ ~ ~ _ BIO ~ SWALE MAINT. RETEN710~ 4 ~ 30.05' ~
PREFOR ~ Ems, MED ~ EASEMENT 3 f .P. , ~ (TIE} ~ rn
SCOUR HOLE (TYP ) r ~ i ji
li ' V ~ ' ~ II
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"i
I STORMWATER WETLAND NOTES
I - - - i - - `J P P 1 _
- - /J ~
1 /r ~ i ~ _ 1. CLAY LINER TO BE INSTALLED UNDER THE ENTIRE BOTTOM OF THE QEEP
'I I , i POOLS AND THE SHALLOW WATER AREAS, 4" OF TOPSOIL TO BE PLACED OVER
C 1 ~ } I r - i ~ CLAY LAYER.
t ' ' Z. NO SIDE SLOPE TO EXCEED 3:1 SIDE SLOPE.
r:
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i I f U V U' a INLET ELEV=164.00 THROATED INLET COVER W
w__, r i_- _ _ _ _ ~C a ~ a. " ~ .z~
; j
1 F I PONDING LEVEL PONDING LEVEL i
t _ 12" PONDING DEPTH:
~ EMBANKMENT CORE MATERIAL SHALL BE
CLASSIFIEC) AS A CL CH ML OR MH TYPE i ~ ~ IDENTIFIEDIBY THE L.S.C.S. OR PEp 4" MULCH ' ` ` ~ ~ ~ ~ GROUND ELEV=163.00
o ` ~ ~T i I i J GEOTECHN~CAL RECOMMENDATIONS. i -.:;'~s:`~'' CONCRETE ~:,':"f`'`,~~,~ ~ ~ 4" ~ DROP BOX .
m TOP OF DAM I r ~ ~ ; FILL SOIL MEDIA -•--+i~,~~. z'
m ELEV,170.00' I _ _ i . _ MIX: B--r~128o F NES, ~~~W~~~~ r~~~
E . _ SHAL bW LAND ~ ~ 4 ~ ~ ~ tr _ . ,.,~M ,car ~ r~ x fi ~p
(TEMPS POOL) ~ ~ ~ I DEPTH OTREESASHI UR65 = 3 FT xt~ ~ ~ 1 ~ y ~ 3'
~ W I ~ ~ - ~ ~ ~ ~ i _ ~ ~ F`c" r
162.75 WSEL ~ ;TEMPORARY POOL " i 3 5' GRASS o ! _ i, ~ - ~ - , r fs FILTER FABRIC O ~ ~ " ~ ~ (OR CHOKING STONE]
° ~ 162.00' .._SE _ _ _ PE MANENT POOL ~c ~ . _ - - . 4"WASHED SAND r~~ ~,4~a:..~~::y:. 2
a ~ ~
TEMPORARY POOL 164.00' WSEL ~ FOREBAY i 8" #57 STONE ~ Q
m DEEP - ° ~ 4" TOPSOIL P.
POOL C~' ) BOTfiOM ELEV. 163.00 ~W
;o CLAY LINER TYP. ( ~ ~ CLAY LINER (TYF~.) ' ' ~ ~ ~ 12" PONDING o - ___.r_ 4"SMOOTH PLASTIC ~ VDING ~ PERFERATED UNDERDRAIN OUTLET PIPE FOR OVERFLOU4
o t- _ _ - _ ~ PIPE (SCH.40j AND DRAINAGE. ~1 2
O 1 ~ 1 ~ BOT.159.~0 BOT.159.50 Z
r SEE BIOaRETENTION o
t CROSS SECTION DETAIL E-~ ~ "
BIO-RETENTION CROSS-SECTION W~ OVERFLOW DROP BOX
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~ FOR REVIEW ONLY-
I ' NOT FOR CONSTRUCTION
nn.. Al A.11\!n
THIS DRAWING IS THE PROPERTY OF: SHEET
STORMWATER WETLAND (1) BIORETENTION (4) Spaulding & Norris, PA
a
and is not to be reproduced or copied in whole or in part without C-4.2
~ HORIZONTAL: 1"=30' HORIZONTAL: 1"=30' permission from Spaulding & Norris, PA. This drawing is not to be used on any other project and is to be returned to ROJECT NUMBER
o VERTICAL: 1"=3' VERTICAL: 119=31 Spaulding & Norris, PA, upon request..
643P-071

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I ( 12 \ ~0 1 1 \ O \ S 56°36 6"E
I \ / 15 RCP ~ 30.01 1
I \ - / 8~ CB (TIE) 1 -•-._176 \ -
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12547 SF I\ # HARNETfFORWAR OGETHER I I I ~ \ -a R"~ FFE 171.67 I - m
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I I WETLA S AREA ~ 24 RCP ~ ~ .112 ` THE FIDELITY BANK % MAP #99 PG.637
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~ / / ~ \ / / ! 1 - ~ \ \ / , \ \ ~
o / / ,l / \ ~ FOR REVIEW ONLY-
1 I / ~ \ ~ P.P. , ~ NOT FOR CONSTRUCTION
~L J I
EX RJW kD AWING
Ile i THIS DRAWING IS THE PROPERTY OF; HEET
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without C-5.1
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to CT NUMB ESpaulding Norris, PA, upon request.
to 10
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3-7

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Spaulding & Noms, PA
a_ and is not to be reproduced or copied in whole or in part without C-5.2
0 permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to PROJECT NUMBER
Spaulding & Norris, PA, upon request.
co
643-07

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~ - ~ BIORETE~VTt6N (4) i _ PREFORMED EASEMENT
~ P. SCOUR HOLE (TY)
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!PROPOSED ~ PROPCS~L i GRADE, ~ GRADE.. _ i
I PROPOSED ~ ~
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;,e' RCP ~ F" ;p i ~ A ~Lf~SIlt~G EX`:STING ~ 3~ Rt I ~
C;RAbE 2., i GRADE IPi~? 181.2~~ iE~~ 161_ggf' , 4F~ ~,i,.~ ,X,, ~6 R~.;i~ 1 tiX!ST1RG - i IkaSTiN~ d
il"~`,r ir>01er ~ GRADE j t'=RnJc ~r ')F. ~ ~f:,: ~t.,4; r,11i 'I~ ~ k_}, 4; GFtkDE { r, w a, _ ' :Sty R~ ~ z r,
> ~ w
ATUAf ELEV DA?7IAl ELEV, ! DATUAf ELEV. DATUAf ELEV. ! DATU1! Ei DATl1Af F,LEV I D DATU1! ELEV ! ~ T c~ i o Y
155.00 155.00 180.00 180.00 180.00 155 00 ~ 160.00 p ' , ~ ~ ~
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~ •y N cV N C5 N N ('7 efl t0 ~ cC ~0 ~O :D :L r A ~ rj ~ ~ c~ f~l'
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~ ~ d~u 10+00 i 1 X00 i ~ruu ~ 1.,,00 ~
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O p NO ~O ~ p pO O
} t + + O O O O O t
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O O i GRA(?E '
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ti ~ ,2j 24 R ~ ~
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st' ~.I ' ~ ~ J
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3 DATUJI ELEV. DATUAf ELEV. DA7'U1l 1 v 180.00 180.00 180.0 DATUM ELEY 180.00
v ~'~1
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M :D CJ N - - - - n. O C
0
Q O O 10fQC 1?xQC?
O O V' O O
y to O v N N FQR REVIEW ONLY-
~ ~ ~
Q Q O' f- ~ N NOT FOR C©NSTRUCTIaN o~aw#~~
I N ~
THIS DRAWING IS THE PROPERTY OF: CULVERT 2 SHEET
41 Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without C-o A
a CROSS SECTION (CULVERT 1) CROSS SECTION (CUL HORIZONTAL: 1" = 50' HORIZONTAL: 1" = 50' } permission from Spaulding & Norris, PA. This drawing is not
= 50' to be used on any other project and is to be returned to PROJECT NUMBER
51 Spaulding & Norris, PA, upon request.
VERTICAL: 1" = 5' VERTICAL: 1" = 5' s e
643-7

, il.l r-1AlNTF~~ANCE PRO~~EDL ~ ~ ~ ; ~ ~ la ,I - CE PROt~EDURES: WET POND
5-BA - ~I ,^''LC<,TEL r ~-TEF ~ i I„ EL 'v n~-r.r Tl C ~T rs, ! nr•lr. Ir Irn it !Tr lr IIeT ~.T v- ; ~ , I rE ~I~T D,_ I uiTlOP+ Br,~m1 i5 ESTABL!~~~v, T{-+~ FLAhti I ; Ohl TNe .~.~vN. iC
3-iB I ~HFr F .~.~D ! HF PERIf1 ~ 1 r~-~ ~ 1 1 N III III NF P=R!f'lE T ER ~A~IN SuA! L E~E I~JATERFD TWICE WEEK` Y, iF NEEDED, UNTIL THE PLANTS 1 Qn~ jVj. Tate
1a '1114 ~ ~ • , RI Ic C^ t`I~PE~T tIEEKELY FOP. ~,ha!r"I;~r'I (1F ~ I1EFK~..
-I ~ ~ ~J-BB ~il IN I i1i nc ~ ~ 7.I- rr.:ITI nl FOREBAY I ~ ~ , ~ ~ Tr ~i' ~ OCCUR F.~F , ~?E pLA.N1 TIIF INITIAL FERTI!_IZATInN GT T>-IE ~Ir1E OF PUNTING, NO FURTIaER FERTi! 17ATION SI-(A.l_L Landscape ~QI'ChI~~C~l1r~, Pr~ Ti-?E PUNTS ON THE AOUAT!~ SHELF.
6-SPB - _ ~li ~`u ! Iii l'. . I_ / i+ , 43-SP y ! i i i i I r t k'rii iN~ L"r i 1., - ~ 1i; - - _ - I ! u,hruuk tfi , ate A • u Irhnm NC.?7i i i r.k'r_Ji_IN_i_r_)VFk -~F~Q11 HF 1111IPJ'I,t;iIVFI) ihJ Tt-IE ()kAIN:,I~f_ F1I~ct I(1 k'F~~I_;r_r II-Ir "~_J~~'"IJ_P;I ~r1Q`? I..~,._„ l.a,t,y~;l
b-MN- _ ~STORI`1WATER MI I~ +1! TD Ti-iL l^iET ~iETErdTIC T •%ETENTION BASIN. OVER SEED .ALL BARE SPOTS TO ENSURE A. DENSE CO~iEQ, 7,.,!:~ ,fl~Dr,~,s,~ r ~t
5-BA - - WETLAND ~ III ~ ; ~ r-s .~Ir; 7 M N: ~Ij ~'I f1 - - _ - t ' ' 1 - ~ <'I!IJI Ill 1..:1(rBVC!r!. ~I!'I C, 1:~1~: UST ~E tJKHIIVE V `(JK AN tI'IEkCstIVC.~I Uk I V PtKrOkl I'IH.IIV . tiVANCE, I Ht r UL'SH Vr
/-11H- t; II I I', j '~I IH~ 7-L'IIiC!Vi it-!rR'iJ1~L Eh ~ 1-iRUi)i~Fi T NE EIiEi<'GEhvCY i)R,~,ih~i ~i-r'Ui)LLi tiE IilNli'~!IZED T HE i l~;x i~IiJh i EXTENT
46-5!"! / ~ IQ5-SR '~1 l I i' i,l FOSSIBLE. _ _ - - ~ x~ ~i l Dill J. VIYl.~ LJ l HUL~.J~'?LU .-.Y 1r~l I.:I Ir"rl Tilr !,ICY n Y~t•1T!,~'}nl C%lr.ltl f!IA,I ! C']C ni,~1~/'Yr11 ,'1n1 , JIrvTl. r~ Anlfn. '^ULI.JrILU i Y'i lL YVL I VE I LMIV ! iViV I V!VpV J!'!h.LL UL IV"/I Ut. I LL/ L/!V ! riL U~"~~ ~ t'+!VL/
/ l il~ 1~ I 11 Y rl I ,lA I/ll lfl T / 5-BA - T ~bZv,-7r1 I iii !II i I,yy itii?~ n~ ~ .,,,r.S ."~,F I E _ - 75-5G I ~ L,~e~i f~~ I~,FT EK E1L~EiCY ~'Tv~f I E~~ENT `?i'~EATLK TNF, h~~ II'~~.N L."i. 1 , tltrl{{rll rl/J~f
5-BA ~ ;i; i~ ~ ~ ;y 6. RECORDS SN.ALL Bl 1, SHALL BE PIAINTAINED OF ALL INSPECTIONS AND f 1A.iNTENANCE PROCEEDURES. THE .1`''`~ ~ARO~''~,
p c - 1 nP - o. LI, - PF-,G~,~ ~~~.LL RF ~G J '.I ! RF KEPT Ihl t~~.f(ll,~j!~I L,~A,TI(T~I A~r`ffl r-~p,nE , .b,'r! d~RLG ~IP~lt~l PG~I~IE~.T ~~0~;`?~r••,t~~.~~,~~:
- t° i d .l,
3-VI- ~ ~ 71 ,I~i - ' ~ 34-CF r.~.~
1,' 6-5PB 5-BA 11 I I II, I I
i , I~, . I . I. ~ !j i , I ~'~'~st~t M~ 1`I rr t rrr+ll Htt lllrtl
f~ ~ 7 -5PB , N ~:i
. f~ 136-5P/ ~ ! rlrl/tit tl llr!
5- BA - _ ~ ~ ~ ~ EASEMENT ~ ~ i ~ _ ~ ~r ~ ui ?~~I i ,iI 1, ,It c a ~ r., ~ 41
3-IB- _ -r " jury (TYP.) III I , 118-CF - ~ ~ ~ I I I'. I~
~~-5v E ~ -MI-1 b ~
5-SPB / r v" ~ I, ~G 1165'
i ~ F , 40-CF t. ~-VI ~fl~- ki II rll ~i - tDEEP ill I N, ' ti~~ i
-IYJ JR ~i • i 3-BB y'''` POOL H' ~ ~ I, I
3-fB , , i ~ i l ~ I~, J+ 14 ~r`~` R I~c~~4,
~ 6-BA I,: r i r r}rl Nllt/ill Table 10~ I Table 13-2 ~
I.' ; j ; t.?,~.Yn LttipLti Ilan and 1•ivnitn;utce Yrac7sinn.5 for Bret Qetelltf~n Basins Inspechc~r< end Maint~tance 1'rarisictrLS tYTr Filter strips
r • I, ~ I III . i - ill ~ li I ' ii j 1tMPe[ement' - iI elratenL Potential problems: 'How to zemediate the probtem: ~ t;MY element: i
i~ i I~ I I.~ l ~ The entire AMP - - - F- II' I l ,Potential lem: ~ Hew to rtmcdiaM the rob[emt entire AMP 1 rash ~debrs IS mce*,t. F.errroti•e the gash %dehrts.
c A~ 1! ~ , it i ~•i~ I ~ ~ B ~ ~ e ~ I I ; ~ I 1 r ~ rrimetet of the we i i ~ v i III ~ II ~ ~ it d t I The entire fifer strip i Trashidebris is presort. ~ hemi,trP tt7a trash; ct?hris. !rrimeter of the wet Areas of bare soil end, or j Regrade the coil it necessazti to , I i SY~ 1 !
_ I , I,, c cation basin / 3 B Wit. / ~I :r l i 2-SP- ~ - II, , Rion basin , ercuive geliiv~ ?rave turn,efl. ~ rtrttua~ tl>E giWy tad then plan: a j I I I - ~ The flow spGtter device (t he'ftow s litkr dt v is r- ib ~ Urttivv tree cvnve ante and ais >se t 6>ri>und over and 7rater wTtil it ~ ~ ~ p a y F~ ! I
L _ II r .1 II i I j ~ 152-SR i'-~ ;I; !;I (i# a lieable -reel. I of anyse~f imenk af;-site. ! F i CSMbliched Provide lime anti a III I ~ ~ jl
j nnP-Hme ferklh~L~r applicahor,• f I I I The Sot. sputter device is ~ Make anv necessary repairs ~r ~
1 ~ i' - / , / f \ = I i 1 4 III ' ~'~~'lallan a LVO Shart..r t.,;, ! P~d,l tarn r n<trt at a h,i rht of ; I i I ! :tanlancd. Ire ]see if lama *e is :ve L.r^c for " i long. ~ apprcrxtmat^h sa irc~hcs. II
~1 i . i ~ I I 1 •I'hr. inlet device. pipe n -I~- - s ~ ~ ~ C i - ~ relta,,. b ~ I stet device. pipe rK !The pipe tS dcrgRed L'tuiog the ptpe. l}ispose cN 1he i I The Swale and the iev~ ! 1 nc Shale is cln~;cd with ~ Kentnve the eeditnent atxi disprasr !
l ~ , i Swale i`i ~ ~ ~ _ i r I I ~ rr ~ I The is cracked oT' Repia~~e the pi}>e. I f ~ ; The level lip i5 crarlwd, , Repair or replace lip. I I
iii ~~_:-mow ~ ~ ~I~ 111 ~ i+ ~ I P'Pe I scxlimern nit site. ~ ~ I 1 lip I ~diment. ! of it otf-like. I nfhencise dame eel ' I i 1~ I settled, utldercutr evaded ar I ~ i
i t ~ g J ; li t ~r l %i ~ i~Y N~ it ~II I I i hrLUiun is c%:+vrring in tlk' 1 R~~,I'adr the style rf nnesgaty to ~ ~ I Dtller4wr.P damaged. _ i i i
~tifafe. sm t th ~t r vet and pr, >,utr. ,_cvnTVn _ r ~ I I There is erosion around the (Relrade the ctil m rmatr a 1xniT nnh~l des Ives such as ram, orced I I r*ncl of the level slrreader hhat that f~ hlPnlTer than the I~vtl Itp, aik I
ill \ ' l lI; i li 1 tort mattlrg, ar nprap ht avoid ~ pp
~ 80 S ;r i !y ~ I ~ it i i slu,wrs stnrnrw;Tter teas then plartk a gr!?turd cotter artd I t { I futur4 prablams ~ittt anTSian. I I , t ~ I ~ bypassed Tt. water until it i5 establr~ci,rci Prcl~•idt' G
i 11 ' ; d' ~ ~ ~ - '~1 II i The fnreha~ .j i I ~ ~ gr iif xr ~ _ _i!r I rrrehay ~ ~diment has accumLla+xd to ~ Search t_n h? source of the I a depth ,greater than. t1tP I .o{tTrl7enS Silt{ re ~7~ti? kl7?+3rrlilertr 'f i I I 1tIILC and a One-trmf fCrilltZer ~ I
~ I iI ! ti 1 j 3-IB-~ ' '~-3-Vt _ ~ I ! ~ application. 4ri~fnal design depth for i p,ttirThle l2r'mnyv the SPiun?~71 uTd I - _
~ ! r ~ \ W ~ ar - II~ I I i ~ ~ t r+~, err shrub here b Remove Yllem. I ~ ! r I sediment StCrrd~,'_ . rlslnrn «f tt n, n ttv;,Tiu 71,1 ik•rr u i ~
6 SPBI - - - I ' ~ >:+,~1' Tln' caxs+s impacts t~ r,trranTS ! I ~ la prn4Y On the 9t4'ale t1f lU4t ~ ~ I I ' I i I 1 the 64fP, ~ ~ d0ay~rnln of the level tier. ! ( ~ ~
i ~ i ~ ~ ' _ ii , ? t ~Z~ ~ 18 _ i i E:rttsinn has t>rcurred. ' Prcwuie addTtxrnai ere5ic7n I The bypass channel Areas of bare suit and Jor Regrade the sod !f neeessar4 h~ i i I I
3-$B - ~ - - 7r` i ~ II i i:I I it ``A ~i / l ~ ~ - _ i i i _ _ ~j- ~ - - ~ prntrcHi±n nu.h ab muttvrCZd tart ~ ( erosive gullies have furIIled. reuwve the gully and then ~ , ! ; mut>n 'r r Ira Tf nerd i to
I rf I ~ ~ ~ 113 ~ ~ N I i II ~N•,1 ' ii I I I g P ~ reestablish rn ererastoiriu;itrvL ~ 1 i ln'vrnl Itr illl~+'1'USP)TI ,Inl7(eII45. ~ ~ ! ~ I
( 1 J 1 AY ~FCREB~. ~ ~ ; I k % r 1 I f I Ttrrf reinfnrt~zntent is 5lttdy the site. to ~ it n tai err 4ti'rrds err present. I Picntvt+c the weeds, praftrai+iY by ~ ~ I da>Ktaged ur ripap is rr>Iling nypass ct7an»el is needed (enlat~,e if I I ! '
~ ~ • ; f 6--SPB 'J I' S-BA ~ r i~: ( r _ L•. .a III ~~u ! IT~Td It pcahude is ustd retie it w7 t r 1 I 1 I I dr.nvnhfll tTPC7essarvl After tMs reeStablTCYS I i t 'r t _ ;the an#s ranter than ti rar'in_ . _ ' r 1
ill ~ u ~ - ~ ~ F n i.- 5-MH ;I I ~ , BA p' p ~ the emsinn contrtrl iTeatenal I i I - K I _ _ - ~ _ _
1 I i J ~i I ~ ent; element; Potential mblcros 1•low Co retnedrate the blew. 'I 1 fi I j
` ' 3-B~i ~ ~ ~ cif ~'I y ; ;The~•egetatedshelf t_ ~ _ t; I~ I, I I eget:ted shelf &est pmfession:d practictis P , a,, urdtn}~ to be ,t pr,frcei,>m.! ; I ~ i show that prumnp is nr~eded pnchres ~ ~ ~ ~ I'
is-. G~ 40-• - I i+ h I 1 m Tnaintain optimal rtant ~ ! k
STORMWATER ' ~ - ! - _ I 1 -----1~ l~ 5 BA I~ I I;I I i I !E , ,N,. 3 R . I i.. ) i 8 ~ 85-~R , ~ I j l7ealttt I do not toD trex I J I 'i l I Hole didmeter
li ii', i! i 6-BA ~ fY~ MAiNT• _a o I i x PlaTttc are dead, diseased nr [lCtrrmini "t'c source c+f ttte dying pntihlenr snits hurls. c r 1.N;tw i up M [ cN,rwke nnu dram i ~ 1 ,I ,g_ i5_ grenrer than 2", 2' larger that! tinll ~ t p
3-Int-}~-- - EASEMENT ' j ~ ~1 If 1. ,III I i i ' I ef`. Retnedt the un,blem and ` ?pieces re 1 -ced rubber tense v I i
i~al T 5-SPB: TYP ~ III-r a ll 'i I , ~ ~ 3-Vt~ ~~130-CF,,•`5-Ml~,k ~ j i j ' ey d r t,la It i I r,~,d~ d „Te-tam I ~ t2 qo. golvonrred were H ~ i frt~tltter ap} h •a„{ter to estdb?ich the I
EA5Er1Er~T , . SWALE (3:I 5(DE SL.~PES 1 I ~ ~ fair! .•I : ~ ~,_ul / { olWrr Yoe oetteetion I I ! f,t,rund c;r7 er tt a stuff tLwt indtl:ates ~ -
TYP ~ ~ I _ Ij'i III ~~-r~ I I `I i _aR _i ~ ~ ~ v 7-BA,, 6-SPB, ~ I10-SP dl li ! ' ~ IG-"i _ III tLs nECe-.~u}'. ' I -2":2"r8' treated stoke 2'x2"x6' I~
i ~ < < 1 ~ j5_BA, ~ , ~ . ,i l II ~~i I 7-6A / W, I I lNeeds ,irc resent. Ren7ove .the rr enis, reterabl , by i i , tamp batkfli in 6- layers ~ ! ' p P } ~ ~ ~ oocktill wan eKtouated moterlot I hand IE*.+estx-ieisused nineunn ~ N i
1 ' ~l~ ; 3-58 i I and 5R mo>t, orgomcs W _ _ i the lasts rather than s ravin . ~ 14" mukh as specdied ~ ~ ,
1 1 5-r11-1 .1 f50 S.a . ',,3-IB: i~ ~ ',3-!B i --3-tB 1 'I I Them~intxeatmentare~ r ~ I Ira iA trYdktaerit drEa i .rw'd1A1E151 ila5 ai~illr+Ulalyd W Sedl'ilr fUr tli<5utriic tier tli2 { I undislwbed subgrode ~
~ ; ` ~ ~ I I w'\` ~ I ~ ~ ~ _ u . " STORiiWATER I a de,t17 Baler than'he sediment and ren7ed>: tfle ,rablem if } - r } I. E3! settle oil plantings w~kh wotzr I adginat design sedimem possihle. 1te no, e the sediment a,7d I 1 remove burlap and wire tram top
j T III I 1 I r ~ u~ WE I LAND I I ! LARGE TREE SMALL TREE I ctOraQC. dt"pill. t'.,15UVFri Of Lt t2l a l(h:i,kti~il K'here U I ! remove reintnrtement of{er t year -
112-C~-~ • !i 3-BB' ; , ~ I S-Mw ~ - ~•I o o r=~ o il'~~ I l ~ wilt nOt t~1uSe llnpai;lS to strCdtriS ~:~t I i carNuuy prune ou damaged roots and prcncnes I the ftA~P ~ ` a" >n;~. m I~h u_r,r
. r~,~ L , ~ I I I - I Algdl growth+:owrs over C'OnSUIt a prniessiRr7al tt7 remtirvp 1
~ IR- r'1 ~ ~-SP 3 IB ~ ~ ~o ~ , ~ I i I i II I? N ~ ~ I , } ~ q 6- A ~ ~ ~ ~ I k l Y li ~ 1 I ~ I set top al root batl fi" 8 above grade .~~~a Vf ll1C OrCFI. aiUt lUfttrUt rite ai ' i Ow LJr. ~ I I prepare entire beu, not naiviauotiy_
FOREBA , i _ _ I C.attaik, phragrrrites r nthcr Rtawt^ the ~7ldnt5 Y`~r Lr lp,lt}~th~!t' I PLANTING DETAILS mvdiive plants fOVZt Ali re Of with pebfiride (dO std sera;^,. ~ SHRUB BED PLANTING
~ / i ~ - Y a , y , 'i 3 B 5- H ~ ~ ' .I ; I A ~ 3 B~ I i I r'~`! i . - 1 ; I ~ I ~ 5-B it _ ~ the basin surface. I
~ li ` ~ t/_ ~ T 1 eembankment 5-SPB- ~ 3 IB I! ill I 7ti i- ~ E~-SPFY~ '~:~:iy". i' <76-SG II ~ l it I I embankment tihnnc~ have ctarleA Tn Erna PPn7nvP SI71'IINS inunPdialPly i 1 GENERAL PL,MTTI>'VG NOTES
86-I ~ W ~ ~ ~ b-B ~ S-BB- .I. i lilt: I t?n the embankment. _ l - )~~dence al muskrat or Lke kraps to remove muskrats and ~ t. VERIFICATION r,F TOTAL OLtANIitES AS SHOWN. ON THE PLANT UST SHALL BE THE
ICI-Sf~~' _ _ i, 128-Sf - l" ,,'~:-3-VI ,I a ~~-f11a ~w ~ `b9 OF ~ 145 SR III I lwaver xiivity iv?rmFrnt rr rrvuira prllnr~iurui to rrnr,!vr ~ ! RESrDN5t61 ^F T'iE t',,,NTItrG CONTRACTOR ~tiD THE AL OLtAtitTE ,HALL $E
1 ~ ~ yy 15-MN 65-CFI- ~ ti ~ I . '-75-5F?f 173-SP, !I I I - ~ { REDUIRED DN THE PLANTINU PLAN. r'Lat~c~TS. _ I t. ALL TREES. SHRUBS. ANv BEDDING PLANTS SHAD CONFI}RM i0 THE AGCEPTE"v 5TAN0,4RD5
' -5R 3-Vi-'i i~-35-51~,y~ -r~1'I R6,'~ -I - ~ .1 ~ I A tree 1185 9tarked to gro>ti' an (:Dn°itlt'9 dam 9afeh~ sper:ialist to ~ ~ ESTABLISHED Br THE AMERICAN ASSOCUnpN DF NURSERrMEN. ! 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLDYIlNG thp't'ntlrankTTlBnt. remt?ve the tree. I I ptaNTWG.
- I -DEEP -'1 1 1 83 -SP.- ~ ~ i j X I I -d ~ POOL I ~ 'r5-SPB / ~ , A ~ I ~ _ I I :_i :i. / ~50-SM ' ~-t68-SG / c cP l 1-'t"~f ?i i i An~rltq;al lIt,peCtiotT b} art 14akc all needed repairs. 'i V < SET i0P DF RQ(}T BALL B--B" ABOVE GRADE, PREPARE ENTIRE BED, { NOT INDNIDUAIIr,
F:., ~ ~ ~-J e , ~ppn.gti:teprnf:sS:Jrwl I 5. THE STYE DF Au Rvul EzAiii inAtt i.GNFDRM iv AAN STAhEWiDS. shtrws that the emharrkment I 6. FERTILQE ALL PLANTS WITH AGRIFDRM FERTIUIER TABLETS OR EDUAL t0 $E APPLtEC
- ; ~ ~ I 3 BB , c ~ r-. ~ _ i _ '~-I~-;3~-~P i ~ ~-14~-.,R 5-BA-, ~ r~,;r~ -a V ! - needSCe .C. i ! AT MANUFACTURERS RECCOMENDED RATE • 1"I _ ' 7. GUYRIG. If NECESSARY SHALL BE REMOVED AFTER ONE GRONgNG SEASON
• } X ~ ; 5 - I B ! ~ ; 'rne ouuet device I rullel device C1o r~in~ h<,s rx.urntl Clt ~n ui,t hY i,utlet d,~r ire ~islu>.v~ ~ I fl. ALL ROOT BALLS RFI/OyED FROM ONTAINERS SHALL BE SC,ARIFlFD PRIOR BACKFILLINr,
f ~ - ~ I i Of tlTe 51.d1n7t.ntUf•-yitt' I 3. AL' THE HAVE °EE .,cA-E„ RE,. ~„T PRDFG,,w DR EXIS .A„l,. 'EC OR 5?RUCTURES. ~ .A ~ (hr c?1ttlel dPVrra js clams . d P,P ate nr rr 1Rt•t't17F,tUtlt't,i~vj, t' I I l0. OWNERS SHALL MAINTAIN ALL FLANT BEDS AND FLANT MATERIAL IN GOOD H€ALTH, AND
! I ~ ? ~ ORETE ON - 1 ~ ! ~ 1 ~ l~ ~ , i 77ie receivitlg wdtet ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL 8E REPLACED WITH LfrCALLY ADAPTED eceivhtg Wdtet Er(tglcxt br,dtk•t Si~Ytti ut (frntact the Taal NC [h~lslon of i I yEi,FTATIDN WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
/ ~ 1 ~ i I I ~ 1 a ~ ~ v , ~ ! II ; deTnaEO tldre+~w.~.urikd dt trite l dice (~udl t~ I~e~!kri 1 t ' L~, uC ~ I nRnINANfF rrr~~~ I 11 REPORT ANY DESCREPANCIES TD THE PROJECT ~ANDSGAPE ARCHITECT.
i B. RB 6- A , , 3-JPB~/ ~ ~ _ I uutlc•t tfit4pl fh+, rn~htUu,td~r'19?3~ ~ ~ 1t SUBSTIiUTIDNS OR A TERATIDNS ~iiAlL NOT BE MADE lYl'hOUi PRIOR WPtT7%N NvTir!„A'~vN .llkfr, - --_I ! ur Ir;E rRwECT L1uvoSCAPE ARCHTECT,
~L ' _ . - - - - - _ _ - 5- A. 53-S~t_ - - ~ 1 _ 5 ? 5 SPB 3 VI B ~ ~ I 13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN OtTALITY.
1
\ - ~ ,3
I f1A.iNT, PREFORMED _ 'mot t . ~ ~ ~>~r•~ a THIS NOTE WILL BE REMOVED UPON FINAL 1A,`` r
1 ~n EASEMENT ! S~.~UR HOLE ~ (TYP.) APPROVAL OF GOVERNMENTAL AGENCY APPROVING ((,l ,O!Y MUS J ~7n/(~ ~ O
I ' DO NOT BID THIS SET ~ PLANS UNTIL LABELED Vv t t L 1 T Y pl•"" r/~!1 ~ ~l
'A~PgOVED t~ (,plS7ttuLt10tr 7CNY M. TATS t-~ ~4'~ ~J LANDSCAPE ARCHITECTURE P.A. IS M NQ PART F(,^~~ \Q UJ' V RESPONSIBLE FOR 81D5 OR BID CHANGES. ~vl V\_ ( . ~ v
' OL•aJER/DEVELOPER/SURVEYOR SHALL OBTAIN ~ Q ~ ~,1 ~ ~ t~ bU
.PLANT LIST i ~,Rr,iitJi;r"r~",irK i ~iFivi? NOTES; - - - - - i f_ IV I ! j FINAL CONSTRVLTiON DOCUMENTS FROM DESIGNER V ~ ~ ~ C~ I~,i t-~t .r. PRIOR TO CON5TRt1CTION STAKING. O ~ ~ • r~I
KEY BOTANICAL NAME COMMON NAME SIB ROOT QTY. COMMENTS I 'THE CLIENT SHALL BE FULLY RESPONSIBLE FOR ~ ~ •~1
I, Tt-iF TQP OF TNF gE(?P~ ,q~~ THE FXTEt?ILlj? ~,IDF SLOPES SHALL EiE SEEDED WTII-I (ENTiPFLIF ~t?c1•~~ W Salixni ra Black Willow 5'-6'HT. B&B 1 12 ~ IriS virginica (I virginica (I~ THE E%PLORATION AND IDENTffKAT10N Of ALL ~ W ~ y ~ ~R SUB-SURFACE CONDITIONS ON THE SITE AND Q fr! GHALL PROVIDE ANY AND ALL INFQFr;MATI(rN TA Z ~ ~
1 THt 'v'r.u~" ! ~"dG~C rIL I tK STlklh' ~F-1/-~,!_L BE ~t~ UtL! V~tl I H (,~hJTIF't-DE (~R'A~~. I _ RB Betu{a nt ra R!ver B!rch 5'-6' HT. B&B 8 I 1 THE DESIGN TEAM. ~ S ~ I \
3. Nv i f?1=t~ i3f~ `~~i='Jr3S `~1-!r.! L 13E PLAC.EU wl 1 Nif~i iU (=cL i tf" !t•SLE Ufr UU i Lc i Plf'tS. vK riAiNl IHL)L SP8 Clethra ainifolia Sweet PeNperbush 36" FiT. ' ' • ~ • DRAINAG'E STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS, C"r` I~` I ..•:•.••I Nanicum virgati } • THE CuENTiDEVELOPER sHALt FOLLY REVIEW I ~ I ~ % ( \1 SC!~l.F,: IICUrYI VIr~QtUYYI ~SC7 / ~ AND UNDERSTAND THE INFORMATION DEPICTED ON - 1 ~ ~T T ~ "t rr ,
,T,,,_,- ~ ,~T ~ 1 I VI uburnum cassmaides Northern Wi{d Raisin 36" HT I Gont I 64 l i I • • • • • • • 1 4• F"LAfV I llVl.]~ ya-1H1:.L IVi_11 S.G rLHL.CU VI`! DCKI~IS I THESE PLANS AND SHALT APPROVE THE RELEASE \yAl?/ ~ ~ _ ~a I OF THESE PLANS TO BE SENT GY1T FJR _
~-riD ~ ~A~T-~R ~ ~~1= F;?R RI ~ . A~.I PLANT ;~uANTITIES AN~~ ~,1ALL LJR" •N 11 BB Ce halantus occidnetalis Buttonbush 36" HT. Gont 53 „ , I t c;U ti Rt~POt 11 ,Y EI F ~ N a ~ L P ! CONSTRLKTION,
ANY DESCREPANCIES TO THE ATTEtdT+ON OF THE LANDSCAPE ARCHITECT. IB Ilex labra Inkber 36" HT. ( Cont. j 58 ~;%/%,/iii/;/%,-~ -,~Irp~ly p~lnc~ens I ~ ~ DRA~~'`~i BY• OWNER, DATE: X i • '~L5 ~LlnQans (SP) rI'.1~1, I~.
..r"iEEV C'~ r ?C hRPLIw AT TFiE PATE ~PEC,F ICr1 qY TIJE Mh hII ICArTIIDCP IF DLAr`,IT „ I t./..~/// Uni%(L~ JI ~r 1~~ . ~,,.,,1 ~1.~ MH fiibisct!s moscheutos March Niblscus id -c4 HT. t,ont. ~5 I I {~=rno1 rcllr,trxiT Q~I nT _pF ndl ft~'F 1-IIT~.I eFF~#N~ 1 F Ll"fE rr;F cilocTG~, IGI r-OMpI FTln ~ TIIF .a r , • , , E~ l ~~L C ~P•!f: _ ~D ~ B+Y T,~- T;; dT,. ..N 4F ' TwS ORAMR'. ri t?t! l~fJt'LRiT 0! LEA\i~~~ j TONY M, TATE -LANDSCAPE ARCHITECURE PA
I BA Berberis ±hunber ii Barber 18"-24" HT. Cont. I 13? I I ff%s~„ f ~ STOR"~~~~~~ ER FACtLTY PORTIOtJ OF THE PROJECT THEN THE CONTRACTOR SHALL PLAN-i THE AREA WITH - f~r~rrr ~r r I anTp IS NOT TO BE REPRODUCED OR COPIED IN i I pRt) IE("[' WFIDL.E OR TN PART WITHOUT PERMI5510N. II ^T
- - - - - - - C - - I r• i j r~~frrr rr rsr _I ~ 1 _ P ~ 5 _ 5 - I Is v r trnca Southern Blue Fla Ins 1 Gal. Cant. 451 !^!t L,i ~ _~i,.i`v ~,l?t?r FI1,~:~, ~Llnl~t"a:!Ni~~? ~'L.a:N~fh ~rF~ ~~i~!Ff<? r~Fp.NS -tri ~nt~li-, F~I"F- ~(ur` ~P r!Fi~ii PLa,nji!nlr~~, g 9 i Fr~,fffffff ~fr~ • • - , - - ~ - - ! u~rrur rrrrrrrrr~ p{{~„IS ~SR~ I • IT 15 NOT TO 8E uSED GN ANT OTHER PROJECT ~1 ~ Ih AND IS TO BE RETURNED UPON REQUEST,
AND PRGTF::T Ac=,,~.!n!5T ER:'~!G~N BEFORE WATER tS ALLOt1Ei? T~~ ENTER THE STORMt^iA,TFi~ grip FA.CIL!T7~ SG Panicum virgatum Switchgrass 4" Pot Gont. 947 I - I vATE:
ALL NtUJL7 KLAN 1 tU ~'LAN`I I`VA I K(AL SHALL tit NkU t:. 1 tU !~k(1!`I INVASIVE WttL~ ANll ANII'"IAL SP Scirpus pun ens -Solt Stem Bulrush 4 Pot Gont. 1,290 j j i - - . - - P1A1'1A(~r '1, I ~~IN.a, tvF T TIhJt; F I ~ f `I ~ FNSi,RF Pi_ANT tii1RvIVA{ ~R r.liinr~ic auacllc ~::rt RIICh d" Pn+ ('.^.r.! n~c E ~ I •-A•~`reiEi;IQS ~nCul eiepiQS ~nCuCnute i S'v11 j 1`~~~~Q7
r~.ADVtr ~r AT r
8: ALL STAKING SNAiLL BE i ~ ED WITI~ N 12 MONTI-(S TO PREVENT GIRDLING. BE R t i I
`1. ALL Pt-ANTS '?Hf-l1rtL NNVC H L- I th1K WHRKtN1 1 . AT THE CND OF THE I'71 YEAR AND HtaHIIV AT THE SM Ascelepias incarnate Swamp Milkweed 4" Pot Cont. H508 SHEET 30 0 15 30 60 110
CF Lobelia cardinalis Cardinal Flower 4" Pot Cont. 588 P ~ -R~PENTI Y rERI ALL PLANTS I NOT SURVIVE SHALL BE REPLACED Cdr-dind END OF T E 2 Y OD, DO ello CQrdinoifS (CI") i
10. ANY SOIL A~IE ID 1ENTS SPOULD EE ADDED AT THE END OF THE SITE CNSTRUGTiCP~ PROCESS. TiaE _I _ _ _ IF _ _ _ i - I ril l ! n U r- I.IT rr: AN MI k-"L1--P M~t-L/ T['I Y "ITT r^ AM(-AI1111. 1! TIIC r/1I1 Tf5 rD M1[711 LIL -0"" E ! T.r I'' i-~IV IT ~~~I) lam. f'~' al I I'~ /-31y I i li`I I F IC IFAI `IH /-11 I r (_)I_ Ir I" I[' I_/tI- I 41 I iVI l _ I['J UI u- .1 t'Ir-ALL C I ~t. r,lv I LV Miv.V i nJLI-I"n.V ii I ILVIA. LL I ra i LfRt MI IL.IV V+IVIa I nL -JVIL I ~J -J I t'?UILL L vi I L PRE'MNARY
T/'l/' A A IT A NOT I r~r AT rl h:~ SOCN AS POSCISLE. GTnrK. IF SOURCE FOR r, SP--I--FD Ll l( IPI L AAN. r.~d I~10, BE LlJ E~ ( IN FEET) NOT FOR
II. SNALLGlJ A TER PLANTS ARE SFS I PI:A:NTED BETNEEN APRIL I AND JULY 15. AVOID WINTER -C n 11 r i ,orT nln l_ANp_I ~PE CONTRACTOR ,H., _I_ ~.~,N .Tr,. I TN;. _ AN r-" ARC.NITF~;.T i inch = 30 rt. N ` P T;,
pL1a, n!T I Mlu~= FOR A SUITABLE SUBSTITUTION. I ! L 1 1 OF