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HomeMy WebLinkAbout20072163 Ver 1_Site Plan_20071217t I~l~~'~, urJ - - L =I-, ~ ~ ~i)~~ a 7- 2 1 6 3 STORMWATER MANAGEMENT PLAN FORS ~~ ~~t~~ `'1~11.ANCgIFrr J oTG~aal~~+iFR BRANCH PLANNING ANDINSPECTIONS- PLANNINGDEPARTMENT MARJ(LOCKLEAR, MANAGER OF PLANNING SERVICES P.0.80%fi5 LILLINGTON, Nc 275as (9t0)893-1525 (970) 8148459 F0.% ~SiREETS AND HIGHWAYS~NCDOT DiwsloN s, DlsrRlcT 2 DISTRICT ENGINEER, CHRIS McGEE P.E. P.O. SO%7150 FAVETTEVILIE, NC 20302 (910)486d49fi (910)137-2518 FAX SITE AND BUILDING INSPECTIONS - BUILDINGINSPECTIONS DEPARTMENT LYNWOOD MtDONALO, BUILDING CODES ADMINISTRATOR P.O. BOX 85 LIILINGTON, NC275/8 (870) 09&7525 (910)8148459 FAX PUBLIC WORKS - TOWNOFLILLINGTON PUBLIC WORKS DEPARTMENT TIMOTHY SMITH, DIRECTOR P.a. Box 298 L0.LINGTON, NC 2751fi (970) 893-3807 ~EROSIONCONTROL- NCDENR-LAND OUALITYSECTION STEVE COOK, REGIONAL ENGINEER 225 GREEN STREET SURE 714 FAYETTEVILLE, NC 28301 (870)433x300 (910) 48fi-07W FAX WATER AND SEWER - H0.RNETTCOIMTYDEPARTMFNTOF PUBLIC UTILITIES TIM PAVSEUR P,a, Box nt9 LILLINGTON NC 27548 (8101 8917576 (810) 8932643 FAX ELECTRIC SERVICE -PROGRESS ENERGY 1 ZOOd52-2777 PROPANE GAS SERVICE-FARMER LP GAS SERVICE TELEPHONE SERVICE ~ SPRINT MUNICIPAL CONTACT LIST LILLINGTON COMMERCIAL LILLINGTON, HARNETT COUNTY, NORTH CAROLINA ^V',^~"T P~)I~ . 1',t`~t-'I' PIN(S): 0650-78-2199 0650-78-5349 ZONING: LILLINGT SITE AREA: 7.55 Ac. (TO C1L ACCESS ESMT) WATERSUPPLY: WS-IV (PROTECTED AREA) RIVERBASIN: CAPE FEAR FLOODPLAIN: NONE (MAP No.: 3720064000) PANEL 0640) IMPERVIOUS 179,053 SF SURFACE: 179,053 / 328,993 =54.42% INDEX TO PLANS C-0.0 COVER SHEET C-1.0 EXISTING CONDITIONS f DEMO PLAN C-3.0 STORMWATER MANAGEMENT PLAN C-4.1 STMWTR BMP PLAN AND PROFILE C-4.2 STMWTR BMP PLAN AND PROFILE C-5.1 SITE DRAINAGE AREA MAP C-5.2 OVERALL DRAINAGE AREA MAP L-1 BMP LANDSCAPE PLAN Owner. Stafford Land Company, Inc. 246 Valley Field Lane Southem Pines, NC 28387 Develo er: Staffed Land Company, Inc. 246 Valley Field Lane Southem Pines, NC 28387 Engineer: Spaulding ~ Norris, P.A. 972 Trinity Road Raleigh, NC 27607 Enviromental Hal Owen & Associates, Inc. PO Bax 400 Lillington, NC 27446 Land Surveying Mauldin-Watkins Surveying, P.A. 1301 Broad Street Fuquay-Varina, NC 27526 FOR REVIEW ONLY- N07 FOR CONSTRUCTION THIS DRAWING IS THE PROPERTY OF: Spaulding & Norris, PA and is na b be repotluced a coPled r while a In pert widroUl permissron Bwn SpauMing 8 Nare, PA. This tlrawng Is not t° ba used an enY oNa P'olaO aid a to 6e relwbd to SpaWdin98 Noms, PA, upon requmt ~~ N~ N I! ~ a ~ ~~~ III, a~ °~ N~ ~I~ a pi0a` w, 0., ~I,~`04 A ~ a~ C;'. t C III yNl I I~ a D m ~ O r ^'~=rn Wa ^ '. ~m rla~ a Cg~' Q U, a ~ 2 ~ W U ~ {-~ k WW OpQi Uw2~ 3 ~ ~ W p= wo ° 1- U J ~ 0 r•~ DRAWING SHEET C-0.0 PROJECT NUMBER 643-07 3y ~G ~~~ SITE ~~F)? a~~ ~~S ~07J A ~~ ~ ~P 4~ Q~ 6ti. x ~ z 4 ~ROR i ALE%~ VICINITY MAP 1" = 500' _~__ ~ ~ ~ I 1 j w I ~ I / l / ~ \ f 1 1 i \ 1 ~ \ ~ / ~ ~ ~ /~ ." ~ LV ~ / / ~___ 1 i i i' / \ ~ 1 f ~ / i \ / _ ___ _~~ , ~ 'I /___~ % / I { / i r / I ~, r ~ ~ L ...., / / ~ 1 ~ 1 \\ j ~ z ~, ~ o / - / ~-~ ~ i I I ', ~, ~ '~~ r ~ / i ~. ~ -_ / L -_ ~ ~ __ ._ _ i ~ -- ----- ~ ~ -_ a , i 1 I {I \ rl ~ 1.. ~~ V I { ~ - ~ ~ ~ ~ { ~ I. ~ --__ , . { ~ ~ '. _ '~ ~, __ _ ~~ i '~ \ - I - 'i -- - - -. _ i v / ~ ~~, - - ' ~ I a~ ~ I / ~ ~ ~" _. r I ~ -_ { _ _ __ _ --_ , ~ / GRAPHIC SCALE aP.; I /: ~ _ ~_ ~ ~ wk ~ ~ ! G w / ~ ,, 0 1ao --- i ~ ~~ / ~V ~ '~~ ~ ~H =r, ~~~ ~_ ) ~~ `_ ~ ' / I _/ / \ it ~ U ~ ~ ~ ~ ~ ~ /' /~ ~ i ~ ~ o i ~ ~ - - - r--, to r; (M ~) a`•°.a, i __ i ~ I m ~ ~ ~_\\ / ~ // / 1 I ~~ r aMMERCIA PARM 4~.'J I i7 / / l / ij 1 hbh = 00 }L Gry •..._,....~P~~ ~ _ I- ~_ __ N ` N ~ f \\ \ / ___ ~ / I ! I I rnap a2ro2 Rs.ttt ~` w ~ _ ` \ / / L ~~ ~ I i ~ ~ sncPl ~~ IE ~ ~ I 1 I ~ GENERAL NOTES rr ~~ ~__.__: "\ _- ,- __.- EfS i0 -"ECG ~ \.~ .~: ~ t 1 ~ ~ _ Il 'le r~ I `, ~\ j "~ 1. ALL UTILITIES OR STRUCNRES NOT DESIGNATED FOR REMOVrY OR ~.j ~ I 6~55aBE 's°s4-.. ~~ai u+ns' F o P assaa56e ~~ L - I ~ I~ I _ / 1 \ y ~ ~---- \ caA~m~i I I -r \ i^I ~ / ~ ~ / MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE ~ ~ ~\I ~ v ~ I ~ .__..- - - ~- I wk / /~ V ~ ` ~ I ~~ ` \ ~ I V { ~ ~ 2 ALL DEMOLITION WORK 6HALLBE PERFORMED WffH'WECARE AND r~ ~ U, ~^ _--_-~_ \ \\' IE / \ \ DILIGENCE"SO AB TO PREVENT THEARBITRARY DESTRUCTION OR ~ ~~. ~ PP. I ~ IMERRUPTION OF CONCEAlEO UTILITIES WHICH ARE INTENDED TO REMAININ ti ~~ \{ ~_-_ ~ ~ t / ~ ~~. 11 A / ~~ L I ` UBE AND THE ROUTING OFWHICH COULD NOT BEPREOETERMINEDUNTIL ~_ \ / ~\~\ ~ \~\ \\ I \i\ DEMOLITION WA85TARTED ALL SUCH DISCOVERIES Of UT0.RIESDUPoNGTHE ^olxau \ GUY WIRE ^_._ _.. _- .: ' \ I' 1 i / ~ "~ I y ~I ~ I \ , i / / r / • -. \ WDMCATED ORAtTE UNI EN1T6 m SNALL BOGATIREPORTED 0 THE 0 ER,T c L ,, ~ ~ ~ ~ ~ ~ ~ ~ V o ' i1 ~ y~l \ ~ `~ ENGINEER ANDARCMITECT BEFORE REMOVAL FOR PINAL DISPOSITION. ! _oi \ / A ~ II !,- ~/ ICI \ I\~ ~~-~ ~~~ ~ `~ & ALL WASTE MATERJAL GENERATED FROM DEMOLITION WORK SHALL BE 1L^~`1 N~~<~ I1 I / - i'~/ ) ~L ~ `. ~ ~~ ~ DISPOSED OF OFF SITE IN ACCORDANCE WITH l00AL MUNIPAL AND STATE 1 1 ~~ mi ~ ~I ~ J 1 / /~ ~ REGULATIONS III~~~FFF O ~ = '~ I ~ I t I ~ ~ p~+E 6TarE \ ' ~ 6 ~ ~ cGU.MERCwtpuix/ ` ~ ,`7 'II ~ m _ L /` II ~ ~ I'.~ ,{ ~\I ~ MaS asoas ecT~Y ~~~ 4. SALVAGEABLE FILL MATERIALS FROM 817E DEMOLITION DETERMINED TO BE ~ / it o p / ~ / ~~^~ ~ r #~ / ~ ~ / ,/ ~ ~ ACCEPTABLE BY AN INDEPENDEM801LS TESTING LABORg70RY SHALL BE I~~ ~ L / \ / ~ _ _ _` ~ ~ UTIL12E0 FOR FILLM4TERIALWHEREAPPROPRIATE. WWW ~~~"'lll ~ / I / / ~. ~ / ~ ~-- I ~ I ~ ~ i f -- ~' P P ~ / ~ ~ _ u~ R. ~ \ I { ~~ _ ~ ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICN DOES NOT SPECIFY ~ L~ c / ~` - ~ ~~ ~ I I '{ m ~ / j ~ ~~ ACTION 8Y THE CONTPACTOR SHF1L BE CONSTRUED AS INFORMATION ONLY. I / i ~~ \~wro ~ ! \ ~- ~ / / , ~,_ ~~m, / ~~ ~~ 6. CLEAR AND GRUB ALL AREAS 70 RECEIVE PAVEMENTfBTRUCTUREBAS / \\ -i°--- w`3 I I O~ _~ •' ~ _ _ _ ~ REOUIREO BY SPECS. _ - / /1~r ~ ~_ yA \ *, ,- {~~ I ~LL~`°?'= 1J / ,'~ ~ ` `~ 7 AILSTRUCTURESNTILITIES DESIGNATED fOR MODIFICATION SHALL BE HAPoJE*TF wand ~, I / ~ ~ r iocemEncoN EE Y x n r ! ~ ~ otn pRGp. a~RE ~ \ RI \ I mu~iN // / ~ \ `~ \ PROTECTED BY THECONTRACTOR DURING CONSTRUCTION. I ~ / 1 0.02)52 pG 911' _ o J ~r / / ~ L I / / I~a ~ I 0a ~~ 0. STRIP TOP8011, CLEARAND GRUB AS REDUIRED WITHIN CONSTRUCTION / /r I ~ ~~ I ~ r Jm¢ LIMITS. STOCKPILE TOPBOa WITHIN CONSTRUCTION LIMITS FOR / i I S .~ I i \ / // ~ ,s' / RID781RI8UITON AFTER FMIAL GRADING OPERATIONS ARE COMPLETED. F~ N j / ~~ ., ~~ W / % / I ~ I ~ VEY INFORMATION WAS PROVIDED MAULOIN WATKINB / ~ ~ I ~~ 0, BOUNDARY 6UR I, ~~I ~ ' ~ ~ 2 ._-.._' Od . --' { `, ~ ~ I i n _ ~ /~ / SURVEYING,RA I ! r ~ \~~ ICI ~ L `~ 10. E%ISTMG LOCATION AND TOPIX'RAPHYSURVEY WA9 PROVIDED BY z ~ `~ I ~~~ / / r ` MAULDIN-WATKINS SURVEYING, P.A. Y I 1 - CI ~. I o~ ! / 3 / ~, v \ ~ ~ t,~ I' 2A~6E~ ~ ~__ / _ R ~ z ~ ~ ~ - / ~. UFES ]~93. CG 1 ~ P3 r ~ .- / OISil111BE0 WETlANO~~ 6590 y~ ~ I 111.'!1 _ - ~FIGELIi BdJlh _. ) Z ~ y~ '"9 ~__ __ \ ~ _ aREn1 C sa dcp uwa n~ rss L ~~ gg Y 3 33 I ~ ro Lwnnneos SA26 FL ~1 ~ z ncp '`"/.eox oafaa6pa 36 ~ ~ H~n° € ~~¢ &8 g~ t I ~~ ~. I, ARF aeas aouES-, A ~ I ~i, a I~nRirvlr~ ~~\ L1 1 ~'~~. / i is rF~ { 'I c ~~ ~~ ~ ,_. , ,~,'~ ~ ee o2 ~1.{ III I '{ 1, rre 1~ ;I /~ -- ~ olsmRe~n xF ueo _~' ~ ~ f` I I , r ~ AAE0.2 ~~ ~ n~ioie~~o>NAreR,rwoaa ~ ms~uneEO ~ /~ / { ~p~ I ~ I / ~ t ~ ~ E-2asa,n2 oAS AroROx cn.GOnoN ~ ~ I / ownnum aaEaa/ x ~sn raEa '/ ~ / ~. o'. 6 1 82 ` / NORI)NN GWAiER6GOi[0AI IG FUi { ~ % . 4 „~_ru41RES ~ /tr ' 1 I ~ __/ _ ~ \ / 3096 - 'r~ J 5 PPS ~~ ~~~_ t266s.x MaR O~ I~r~nRe~ 3?.2a. « ~. ~5s.1.tf1 _ LPP '~_ sas,ga- _ canwmnaGwlrs_ _ ~/ ~~ ~/ ~ I _ ' 621'Y! ^rv 11I N L' 'S5^rv - 6] 8B (70TALI ~ ~- / ) - f E%R~VJ ' ? W 90E62A' BaGEES I ,NW fi914 DITCN , \ / - '~' /~ 15 RCp PP / G61'20J6'E/ 8 V Q Irvvfi95 W,/ 3005/ y, ~{ 5 05 M1\ ~~~ ..' t ~ __ - - r US 401 (100' PUBLICC R~VI~ \\'\ ~~\ z ., ,, ~, a ~ -a ~_-- E ,/ ~ , / / ~ - ~ ~ -- - - - -- R,W ~ ~ ~- 2 -- ~~ ~'~ ~ ~ I /~ r ~ o ~ 0 ~ U ~// ~N~G GRO COOR0INA[E6, NA-05 ~ ~~ ' % / / ` ? ~ f~ 1 / ~y lJ / r 20E6.9~2905 1 ' / ~ ~ / . / / III ~ /. / ~ i \ /~ / ~ a V' ~ --'~ ~'~( -_ I - -~- k ENTRANCE TO CDyrvtt / L BUILDING ' / '. / i ~ ~~ 1 ~ ~ ~~ ` POR REVIEW ONLY- / i / > ~ ~ - _ _ ~, wv NOT FOR CONSTRUCTION _ DRAWING I ~ ~ \\ THIS DRAWING [S THE PROPERTY OF: SHEET / ~~ ,_ / Spaulding & Nmns, PA ~ i ~ ~ ~ I , `, ~ ' ~, ardlsmtrolxmproduadmcopied wlnleormpaM1widuw C-1.0 ` prnnisvm from Spaulding&NaH PA. Tlusdrewingis not __i i I r ~'~ - abe nam oR any ah~lxojutand.aroheminnedro PROJECT NUMBER ~_--~ Spaulding&Nmrie, PA,upu ~ueat 643-07 t I -- 1 ~ ~ l~~l '~ o ~ `v `v ~ w I / ~ _ I v ~~~ I - _ ~~ ~' \ ~ ~ i .-__ __ to ~ i I - ----_- ~\~ ~ _ W~_ ~ ~ ~~ i f ~ - ~ r- la // 1 1 L ~ ~?~ I '~ - ~ wmueamu vnax L ~ ~' ~ I , e , a t I ~ ~ 1 _. _... nv~asoaz av.-r3s ~ 4 sss ~' , °~ / i ~ ~~uc~s ~6~ ~ / ,6 v w% F / v --- ~ fi met \ _ h 1 1 --- ,6 -~ - - ~ ~ _ r / _~ ~ ( ~ I SWA1E (3 f SIDE SLOPES) CTK)N LIMITS 70 _ ~so~ caN_~rRU -- - -~1 I 6 ~ ~ /'/ °z 1 ~ ~ ~ ~ GRAPHIC SCALE ~ j Ds _- _ _ __. ~ - i . _-t- ' I v I v i ~~ - a w I 1 I /~ ~~ N J ~ ~ s'~ ~~ ~ 1 1 _ ~ I ~ 1~ I (st / ~ ~ ~ ~~ (ate) ~m~ew ~0 -a' ~ °p! / I I~( ~ Ilona=+o rt s m~ ~~ ~~ ~ ~ \ ~\. _ \ r :'off, c ~ , ~ ) ~ I S I ~ d..v \ \ Ili. //, \O~YwiPE _ ~_ _._._ -- ~. S I `. // ___ ~ ~ ..., - \ ~ \ 1 ~ I SWALE ?SIDE SLOPES ,m v ~ y ~ ~ ) / ~,,~`~ I I % ~' GENERAL NOTES ~ ~ st ~1 I ~/# ~ I ~' ~ ~~ ,1 ) / j' 1. GENERAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL 0 ~ \ J J I '' Z I". \~ v\ j - OF ALL WABTE MATERIALS OFF SITE. THIS RESPONSIBILffYSHALL INCLUDE ~ ~ C / /~ ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE ~ s\ 1 ~1 ///~~ I J I ~~ ~I ~ / p I I \~ ~ i EROSION CONTROL AUTHORITIES. ~~ ` ~ ~~J /r ~ U/ p I I\~ ~, / J Q1 o u~ I I I ~~ ~ C _ J ~ f~ OFFICEIRETAIL ~ ~ ~ '4' 'I i s -1 2. ALL OPEN STORM GRAIN PIPES SHALL BE PROTECTED WITN STONE FlITER ~ V t Ij ~~ -~ / 8,00175E ~~ ^'/ OF}1OEl RETAIL i `L \ ~ PROTECTION AFTERSTOPPAGE OF WORK EACHDAY. ~~`^h -~ ~~-~ -, ~ ` I / V , / FFE 11P.9S / ffE17d.33 ~~ I DNE5i9iE % ~-~ 7. UNLESS OTHERWISE NOTED. ALL SPOT ELEVATIONS INDICATED AT CUPS ANO ' / '~ FOREBAY I / 11 I A ~'^""~w^•'nex o a o m \ 1 (~ / / GUTTER ARE TOP OF CURB. l ~ V ~ ,~ ~/,/ / .,.~Ilm I ~V u~rw nam aa,m/ ! ~~~0.- x 1 ~/ j`~ STORMWATER s\/ -~, II ~ \\ ~ i I. UNLESS OTHERWISE NOTED PROVIDE SEEDING AND 4'TOPSOII OVER ALL ~ III '~~~ ~ I I ` J ~ ~ W~_ ~2 Y, I I j AREA9 OF SfTE WITHIN CONSTRUCTION LIMITS,. ~ I ^ i \ / ~ i/SWALE 16:1 SLOPES) I ~ / ~ 5. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OURINED ~ c l m i ~ I `\/ Aq ~ 15'RCP I / PARCELS ~ ~~, ~~ ( ~ t I\ \ / / / IASSOC ATEOHCONSTRUCTIONACTOIRME ATER DISCHARGE ~ ~ ~ 0 I ~ J a9 ~ \ Qi ~ i I 1,61 AC ts' ... 1ssAC ~ ~, v I ~ ~ ~ ~ 61 J / -~.\. • -w R \',. 1, J _ ~ / -_._ _. 6. TOTAL DISTURBED AREA=6.70 ACRES. O / ~ I ~~ ' _._,ra `O~ r~ / (PB ~SF'_.~C '-_. (66.608 SF_ i I ~~~ / i i'', c ¢. J/ ~¢~ I ~ ~ w 1 7. BOUNDARY StIRUEY INFORMATION WAS PROVIDED BY MAULOIN-WATKINS /~ / pm I R. 6 4 tt \ / / SURVEYING, PA. L^L1• ~~~"'II '~' - i zy ~I I MAINT ~ I imwU / ~ r~ li v II O I EASEMEM _ mmm j / 6.EXISTING LOCATION AND TOPOGRAPGHIC SURVEYWAS PROVIDED BY V1 1 0 (TYP.) - _ 4z ~ I ,~W tta ~ MAULDIN-WATKINS SURVEYNG, PA. s\\ ~ I ' OFFICE (RETAIL ~. ~ ~ ~R - v /, ~ ~ ,n - 6~ ~' ~w~D 9. LAND DISTURBING PERMIT WILL BE REQUIRED FOR THIS SRE. i J ~ i DEEP 6.000 SF OFFICE( RETAIL '\ Ify ~ © % F3 FFE 170.00' ~ I`. - # / / ~ POOL 12,5478E I i i~K / neaNan roPwAa~oca3nEa ~ ~ I ; ~ ... FFE 171.BT ~ Q z~\ i i / cowNmee . 05 . ,~ " ~ `~ A ~ i/ 0.0128 PG9 r o \~ .U_ `. _ -__ m ~` ,>p uo . ; ~f ~~~, vz I I `~ j I H. m F \ i / ~__ -_-- I I II \ ~fifi ~~~ i I~w`w / ~ ' ~ ~ MH \\ 1 ..n6 ~-" ___ J3 0 ? ~~~__ gill ~ II \ ~^~ ,.~ + c J ~ cP i ~~ ~, ~ ASP. I 1 ~ I -~ ~ ~ r 03 _.._ _ _. s i~ ~ ~ '- - o; ' ~ !J S•gCP . ` __ - tI~ ~II ~ III ~ Y4n (~~ / ~~, In ~ -- --~I', ~ v I ~ / T~ g ~~ 1 1q B~ I °' ~ o~~ ~ ~ ~r ~ 5 a i ~'~, .l / ~ FgiEBAY - - ___ I -7T6 ' 1 ~ ~ I ( ~ ~ G \ gg qg 33 P.P. c / ~ PARB~P '~. ~ Ir 1 ~ ~ \\~ H~n= 3 S° H° a ~I~, _ y, - (77~6T99F) ___- - l f 1 ,~' DrtGx !"~~I !!!""~~~ } OFFICEIPETAR~ PARCEL AREA ~ oaz ~. I %u~res 1 ) '/ ~ I ~ MAINT. 6.000 SF DOES NOT -' ~ ~ I ~/S6r3z __ -___' Q FFE 186DU Tj I f. _ __ ~/ MAINT. 1p~STORMWATER I EASEMENT UND TUBBED U ~, ca I Av .~,1'' T E o~un anrvx TYP. __~ __., EA~EMP'NT ~ hW>:TLAND3~` ~ t. I _ ( ) iALE`191D: BL0'61 'M1'ET & ,A~" p 1 ~.. ,~a 3<RCO~xI ~ Mac as9 PG.ra - /A I ~ / D8139fi PG.3B _ 2 Y 1 ~ 60% ~~ _. ._._ _. ._._ \ Ill i I INV ti1.fi0 ~ I P1~ ~ BANK I / 1 ,~a .., m ~-. \~/ / N9 ~I ~' / - \~_~ STORMWATER {IC p' 30003E % ~I I L \\ E - _.~ / y~ ~I ~, A ~ ( WETLAND( 1~ ~ FFE 1T2.fiT ~~ ~ i '~ I A~ f ~' ~ '~' ~, F1 VA ~ J ~ f - , - ~_ _ /PO ' II I r ~ Z n ~ y i ~ \ \ DEEP) .3 ..~ / ~ ~ i ~ IAWALE ~ I I [0r- ' / ~ POOL i _ ~ ~ 3g.R~`, / I ~ ~. Z ~ W J / NS ~ ~ ~i CP ~• J ) I \\ C Q Nf PARCEL? I O Q z Q 8 1~ 1 I Is of ,,,,.r''~<~/ ~ /<1 %~~ ~~ t86 AC fl f I I U ~ ~ Q y" - p V'~ d~iFA / / K1 166 ~ `I \ ~__ _ ~ Of N2 n/C - i l (60176 SF) ~ / ~ j ~ ~\ v _____. 102H ~~ - __. ___ _ ,~~ .. _..- __ I ~.c ' / ~ ' \ PARCEL MEA DOES NOT INCLWE / I i ~ 1 ~ 1 ~~_ __.._..._ I.., 3 J _ -- II NDIST ' ~ _ ~ 136--' E I ~~ ~ '. uv wlr#s~ ~.. .. - = ,<<~,<~_ J _ __ __.. URGED WETIPNDS~JtEA _ _. 11 f' ~j u W 166 \ J _ N was ~y/, ~P ~~ BIgtETENTIGN / /~ ~ ~ 1 2 ~ w J N Y I n1 I P I1 ~ ~ ~t7 / 110 ~ o --.- .~ 13^13 -. _~~ ~ _. _ 3' 3a3~ _ _ _ _ _ _ S I Q 7cRioi easEO6is ~ ~ ,_ ,,- CONSTRUCTION LLIMITS ioa ss 7o79~E~~ ~E%~^' ~ -J+ ~ rc oa e srtvfsrv srzen norul / ss /'~ - -wv iss.rs circa '~ ~ "~ SWALE ~ wm~ ~_ - .2 racc a MAINT. / n ovv fnF) y p / c, c~ PREFORMED - EASEMENT ~ / 1 ! scouaHaE ITm.> j ; ' a - ~~ ~ ; ~ ~ r , v a -- o ~~~~ /~ ~ /` ~ ~ - ~U9401 (100'PUBLICRIW)-~- ----~--- - -- - 1 rv~c. calocoowirvaFES Nnn a~N-wfizezs~ / % E=]A56ytz9p6 A ~ \ ~ / ~ ' _ ~ ~ ~ n ~ ' ~`v ,, ~~ , ~ 1 ~ ~ FOR REVIEW ONLY- 2 ' _ -- ~ ~ , p, -- --- ~-~~ - 1- ~~ d _ __ NOTFGRCGNSTRUCTIGN oRnwlNc ~ ' I -- ~ i THIS DRAWING IS THE PROPERTY OP: SHEET n . ~ j ~ Spaulding ~@ Nortis, PA I ~ ~ ~ ~ ------'--- rl widlom redin whole or n vd~s nofmkre ro&~cedacu C ~3 o ~ I ~ i ~ /'~ j - p p { penmss~oo from Spauldmgffi Nome, PA This dsxwing is m[ j , _ I J -__- - ~ / /~ / 7nkused on auY dlwrpmlect vtrs m6c reaunedm PROJECT NUMBER ~ d ~ ' Spaulding & Noms, PA, uppnrtqum. rI ,~ , ,= 643-07 4 ~ I ~ ~ ~{~ ~ I \ ~\ II I i ^~ L I L ~ ' ~ I i MN ~ t / ~I ',I r i. ___ A , ~ ,__ - ; r~ I PR i _.. __ ._ . _ ~\ 9 -~--- `~ 9Nl11NKNOWN', m o. SHALLOW WATER `~ - - - F _ p _' ~._._. ;. ra ~ I SHALLOW LAND `._.. _. c._...- _._._._. _~, ~~ n ~ (TYPJ ~ ~ ~ . • ~ ~ C' _ _ I~ '~~i ~ ,. ~ MAINT i a, a iiii ~ / EASEMENT s ~ ~ . rNeR / , ~ ' ii ~~ HA0.NETi FOR'N tl •. ~ dONMITIFE ~ G1 ' ~ ~~ ~ iii ~'RCP~ ~ 0,62252PG 911 ~ < . '4 _ ~ J ~ ~~ ~ ~' ~ ~ M~~'° r ~ GRAPHIC SCALE ~~ ~,-%`~,~, • ORMWATER _ _ i~-- ~ ~^'6°`J~ve ~ ~ '~I:I ~ _ • WET~AroQ3 -~.~NT.---ii ~ `lam I ~~ ' • FOREBAY ii ~ ss7~, % 1 inch = 8D 1L MRCP ~V ~ ~t•-' ~ F~~~•• ~.,~-~ m ~ ~. ~P.) ~ ~ i iii i ~ ~~ sNAUary P _ (m wear ) ~ ~ WATER ~ ~ ~~ ~ ,.1 -~- ~-~ FI DE I Inv -~~.,, o ~ ~ + ~ ~ ITYp.) ~ ~. ~, Paa • ~ N Fs • ~ y- _` ~, J iMii ~: ``_ SHALLOW LAND i / ~ ~~ ` ~ I i RCP CnP'I .. +¢ ,-I ~ ~, ~~I \ YI ~ ~•+' p9 (1 ~ o~ y~ (j(q~ -~ ?0 •yw.~ iiii \~ RETREBMENTI F t _t~ it N.r--^ 07," ~ ~ m P if ~ ~~ 1'~„ i A m ~ ' ~ I _ _-A 11 - ~,~~ M~,~ ~ ~ ~ ~ ~~ 1 ~ ~ ~ i ~N ', rt ~ ( _~ fir- '1 ~ ii ias A. ' ~ P ~ 1°, '~ ~ ~ IPRETREAty~ENr)1~o ( w~ ~ ~ ~ ~ hii ~~ ~s I ,~ ` Ys ~ ~. ANO ', , . ~~~ ~ slduLOwL 1 ~ i ~ ~~ ~ e I ~ ~ ".~ _ R"~ I~ SHALLOW IVA7ER ~ ~ ~ --- I ~"~~ _ ° '~ '.' I (TY"PI I ~~ y, ~ 1 ds DEEP ~ MAINT ~ ~ - ' • FORESAY ~ ~ ~ 6 ~~ ~ ~~~ I S 1 Pool EABEMErm STORMWATER ~ ~ ~ 1, t ~ 1 ~ ~' I ( ~ (TYPI g WETLAND2 ~ 1. I ~ v"~\qq I~ I ~ ~ ~ ~~ ~; `F~ i i~~ , ' \ -5- ~~ ~~ ~ ~ I I ~ -2- S -B- OFFICE l RETAIL I 1 ~- ~`' ~~ ~ ~ i I OPFICE I RETAIL ~S I OFFICE I RETAIL 8,000 SF I ~ 1 ~ ~ a ~ p_- i ~ ~ I ~' 8,000 9F a 8,000 SF ~ll ~ PFE 172.33' ~ Ii~ ~ b IG ,l 444 1 ~ A PFE 170 00 I _ ~~ 1~ ~~~ I ~~s ~ - 1 ~ ~ ti I ~` ~ \~~ ~ ~ ~~' ' ~' i~ LEGEND SHALLOW LAND SHALLOW WATER FOREBAYI DEEP POOL (-~ C STORMWATER WETLAND NOTES i. CLAY LINER TO BE INSTALLED UNDER THE ENTIRE BOTTOM OF THE DEEP POOLS AND THE SHALLOW WATER ARERS. 4" OFIOPSOILTO BE PLACED OVER CLAY LAYER. 2. NO SIDE SLOPE TO E%CEED 9:1 SIDE SLOPE. ~3 ~~_' `p ' D D ~,_ I - - -- ~__ ~ ___ ~ EMBANKMEN't!CORE MATERIAL SHALL'BE __ _.__ CLASSIFIED ACL, CH, ML, OR MH TYPE '~~ TOPOF DAM IDENTIFIED BY THE L.S.C.S.OR PER I I, ~.~ ELEV. 164.00' GEOTECHNICA.L RECOMMENDATIONS .. SP- ------ ~_ - - _ g y -..--.._ SHALLOW LANG ~ yF (TEMP POOL) ~~ ~ '~ ifi2.75 WSEL ~ 7EMP0 POOL ~ 1 I' i i 16"RCiP. (3) NTP ',. _-.- _ \~ _ T _ __ ~ :: - - _- CONCRETE HEADWALL DEEP -~ FOREBAY CLAYA_INER(TYP.~/ POOL TOPSOIL (TYP) 4 4 TOPSOIL (TYP) ,CLAY LINER (7YP.) I'I ~ BOT. 159.50 ~ i 80T 1~9.W' ' STORMWATER WETLAND (3) m HORIZONTAL: 1"=30' „ VERTICAL: 1"=3' EMBANKMENT CORE MATERIAL SHAL4 BE TOP'-0F DAM '. CLRSSIFIED PS A CL. CH, ML, OR MH T.YPE IDENTffIEO ELEY. 17000' THE L B.C.S. OR PEA '~L RECOMMENDATIONS GE T '~' SHA~OW LAND ''~ ~ (TEMP POOL) BOT. STORMWATER WETLAND (2) HORIZONTAL:1"=30' VERTICAL: 1"=3' FOR REVIEW ONLY- NOT FOR CONSTRUCTION THIS DRAWING IS THE PROPERTY OF: Spaulding ~ Norris, PA and is naa be rcprodumd orcopied in wnde w Npartwidpm pamhsion &am Spaulding @ Novie, PA. TM drawing isr~a rt be used on any oNer p<oject aM is w k rUwne4 m Spaulding & Nmris, PA, uponrequesl. ah No ti ^~ A l ww"-il I ~ w ~ ~- ~ ~ 0 ~ Q ~~ZO U 3 ~Q ZZwZ Oaa¢ F (L~ v C DRAWING SHEET C-4.1 PROJECT NUMBER 643-07 t o', i ' F.P. ~~ cs I ~~ ~7 ~I~1 ~ ~ , , _ _ I t~ 16%'v~ no- :, - F-- I li ~ i_ I -- __... I I ~,~ c', _. '~ ~ I ~ 'i I~ ~ 1 A ~ L 166-1--- /~~ _ ,~'~~~ -:2:,_ ' .. ' II ~ I 7 ~ I I I ~ t OFFICEIRETAI6.~ --- ~~~ ~ "~~f 1 I ~ I I 6,OOOSF ~ Tee, _ oeL~~; I ~~ I I'r y~~ I ~ I ~ H ~ S70RMWATER ~- - - ---- ~ ~~ ~~j II I ~ _, j ~ I ~/ - ~ ~ WETLANDI ~.. a TL? ` ~~ ~ ~t72'. a.,.,_ ~ I I ;/ ~ ~ MAINT ~ ~ ` ~ I ~ 1 -/ I EasEMENT 's~ _ ~ _~ ~I -- e m ~ .o ~ - ~ ` ~"~ 164 & ~ ~ ~-a`_ ~ 1 ~ 1 ~I ~ / w P~ ~ ~ BANK ~ II 1 - 1 ~~~ i` " ~ 1 ._ 1 ~~ ~~~~i ~I ~ .._ - --n I ,e RD P E~2s7 ~ • ~~~, ~ I ~I~ ~' ~ i ~N GRAPHIC SCALE .y ~ , 1 ~ -~~~ ~ ~ ~ / . __.,_ 1r ' // ~' ~~ E3 , Q 1 , ~ , ~ x a is .m ss ~ ~ !/ ~ ~ - ~ _ - IR ~ _~~ - • -- ~'~' 7 ~ I ~ I I (a rear r ~ ... , ~~ r II H ~ ~ ~ >~ •~~ --~ ~ ^F " I ' ~ j ' Limn = SD tr I ~ , 1 11 ~~. \ 1 g'; .°~'h _ ,y> ~(PRETREAJME/F'41"`~~ 71 I't ~I x16 L~ ~ ~~ ,r ,/`swLLOwwaTER - ~ l ~ 14 I ~ ~~f ~~ `~ ~I I ~ ~ ~~ ~~ IrvP7 /' ~ '~'RC~~~~ I ; I j "~ ~% SFULLOw LANG ~ „ /~ ~ ~~ ~ 7 ~ tr~~ I 3 ~ p ITVa.I ~ . , cLEn ~ P.} • ~ I I I rHEFIDELnvanw~`, I l , ~ Q PoflL- 15B ~ ~ ~ '' 1 DSLU6PC3a LEGEND 162 ~ ~, ~ 184 ~ ~ '~ R -.- 7 ~_ ~~ i tea"°6 ~~ _ / ~ I 1 '! VV\ ~~ ~ X01 E I - ~ Y7 I I SHALLOW LAND ~~ .~ ~.. "'"~ ~ _ I I ~ 2 ~ - P N „6r x~RE6 . ~ ----~ ~ 170 4 SHALLOW WATER (-•----'~cHSa ~ 7 ~ ~ _ X164 ~~ I ~~,_ I ~ " II ~ FOREBAY I DEEP POOL ES NAIL'S - ~~ - Cc SASE EIS 1 ~ " ~~ -... ~~ -. {+ 39~.' ._-_ _ ~ - ~- _ __ _ C9 ~ I ~r 8 ~ M~....~r~. gM - ~ NS 1rS5W \ 67288 (FOTF -.._ _ _. JO04 SY2099°E "~- __ _- b ~ F MNNr, BIORETENTJOIV~4) swaE ^10 ~" 3oA6 ,= RIEI ;~ ' ; ' PREFORMED E _ EASEMENT ~~ r -- SCOUR HOLE [TYP.J ' . i` ~ i I _. ; - >----- i - __. - - --- - -- ~ ~.~ ~ ~`~ -_-__ ~ ,, ~__ `. ~ I ' ~1 ~ ~ ~ ~- _-- __-- ,___--- - T-~. ~ _.~ ;~ ,-' ! ~--_. ~ ~`. STORMWATERWETLANDNOTES ___ --- 7 ~ --- - - - __ _ -- -- i i L - - `' - - ~ - - '- -- -- - ---.- 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 .i ~I I CLAV LAYER. - ~ 2.NO SIDE SLOPE TO EKCEED 3:I SIDE SLOPE '~. ~.,, '. ~', ',, '. ~ INLET ELEV=164.00 THROATED INLET COVER '.. ~',. I,. ~~'~ ~ ~, PONdNG LEVEL PONOING LEVEL I.. .., ~,' ~. ~ ', 12" PONDING DEPTH _.-_.-_._ -_--._ _..__..__ -. __...___r ____..._ --._..-..-.. i-_.._ LLBE EMBANKMENT CORE MATERIAL SHA ~. ~. GROUiO ELEV 16300 - . ' TYPE 0.SACL, CH, ML, OR MH OLASS7FIEd '', -~+~:. -.- - . • ~ 4'MULCH "6~^- ~~ CONCRETE ' .. / 4" r.,. 9 V.e: i I. IDENfIFIEDIBV THE LS.OS.OR PER ~ I ~~. ~ ' DROP BOx ' GEOTECHNICAL RECOMMENDATI S. ~ ~ ' FILL SdL MEDIA 0 TOP OF DAM ', '. I, '~ '', '. Mlx. 0588%SANO, ELEV. 17806 I _...__. -_. _. __....-- - ~... _...._ ___-__. . ... _-..... ~_ __.__ _. _._._ .._._ 0-12%FINES. ~ ~ ~ " 7 .- E .__-._ -38 ...._.. __..., __ ~ -_ SHALLOW LAND '', ~ &5%ORGANIC '~ DEPTH'TREESISHUR85=3 Fi - !! I I ~ (TEM~POOL) -i, i TEMPORARY POOL ~I 16275'WSEI ; ~ 139GRASS n ~~~III ~ J. FILTER FABRIC T CHOMNO S ONE OR ( 1 ~ _ MANENT POOL 'P 162 on se PE - ; , - -- - 4'WASNEDSAND f; r: ? .w .-ar ~~ _ - _ __ - -- -~- - I -- 1` ~ = a' ~ ~ 1EMPORARY P L i8d 00' WSEL 8"M579TONE I t I ~ FOREBAY ~ DEEP - ' ' o i. POOL 4"TOPSOIL (!YP] ~ BOT4 OM ELEV 183.00 i P A TIC " t a OLAY LINER LTVP) I ~ `iy CLAY LINERITI'P) _.____.. _.. _.. .__ ___..__... ~ -- _._... ... _. ... _ I 12"PONOING .. _.-_ , 1 SMOOTH L S PIP~($CH.40 UNDEROP,NN OUTLET PIPE FOR OVERFLOW AND DRAINAGE. ., ____._. .._ _. _. __-_ _....._ _ I BOT. 159.$0' BOT 159.50' SEE BI~ETENTION o m CROSS CTION DETAIL ', Bio-R~rmoN CROSS-sECnoN wI oYERFLOw DROP Box , c _ __. NTS , FOR REVIEW ONLY- __-- -_ ____ __ ___- ,. ._ ~_ _ ___ __. NOT FOR CONSTRUCTION >~ THIS DRAWIn'G ]S THE PROPERTY OF: STORMWATER WETLAND (1) BIORETENTION (4) S112DIQ~Dg B'ND1T16, PA ith t i n qn w m and is Irol m k reproduced or copied in whoieoa penniseion (rmn Spaulding & Nortis, PA. This dmwing is not HORIZONTAL: 1 "=30' HORIZONTAL:1 "=30' In be na"u nn any ana pro1M ana;a msaunroea ro _ VERTICAL: t"=3' VERTICAL: 1"=3' Spaulding&Nams PA, upon request A:ii ~rv u iw s}~ a I ~, ~i ` n ~a ^ a A ~~ '~ 1 ~_ ~ ._ ~ ~ ~a U > W F ~ O 0~2~ 3 0 4 Q ~7`j 2 M W a DRAWING SHEET C-4.2 PROJECT NUMBER 64_ ,~ ,rl ~:a , I ;I '' ~ ~I~.I ~,~ I : ~ ~ ~ ~ I' f C~ 1 1 ~ ~ i `Y, y ' , u~ 1 t 1 jL 1 mou taaw ~ 1- ~ 4 r '-0 l ~`~ ~ ~ rs : mo uwaa u3Nana axrM'JN NOlOHl7717 ~ ~ ~ U ~, a y a S , ` ` ` q} y,~ Y , b~ ~ ~' ` ~ ~ ~ ~, ~ ~ ~_ __ ~~S ._... 1 ~.. ^ .~ ,,,R . a " w ~_.. YW V l l ` Vl ti i ii 1 ~8 o ~ ~~a ;~ ~0. ~~~ ~ ~ ~~ ~ ~ ~s 33~QoZ ~ z ~~~ U ~ ~ WU ~ ~ E<,~~ ~ a~ >a v ' - ao ~ ~ ~~ Sz c a em ~ ~~ i f I V 1 I I ~~l 1111 /~/ 1 / 11 \ / \ / \\ i / ~~i ~\ ~ \ \ ~~ \ \ I j `\\ \ 1 ~ i I 11 I I I 1 1 i "`444 \\ / ~ j / ~ / ~ 0 ~ I i % I / / \ CII ~ ~ 1 ~ i ~ M~iIN ~IIBM A911331LIR~31V18 3NId j ' / ~~ / ~ ~i / / ~$w3gy38g3N`J399~11'JNI ABU / _ ~.. \~ \~ _ _. _. -. _._. -. _. _. _. _._ _.r._ _ _~__----'~ i~ ~~ ~ j ~ ~ ' ~ /TI _.__l_V98E301~~~~8WJ1Vld) ,_,_,c _.~_. __---------- --- ,_ _ - ~J I IBAd pl ~ i / ~ /// d ,i S 31~ 3N Id ~ ~ ! /--- _--_-_IAltd2.9C4 --- a ~ --{------------- ~_ 3 r i ~3 ~~`. ~ ~~ I - f i ,. `~ . / / / ~ ~ I ,~ / 000 ~ 1 4, ~ ~ 1 I m~ I / T \ ~ *; 4 ~/ / ~ /1 ~ ~ e ~ ~~ I ~, i I ~ %~ ~~~ ~ 1 1 \ l } \ i l ` ~"~„~ 1 v ~ ~ g® i a~ >c i 1 ~ ( 1, 1~\~ ~ ~ ~ \\ 1 ~ I i ) 1 / 1 \ ~ ` ' I I' ~ \\ . ~ \\ ~ \ \\ I \l\ I 1 \\ • ` \ , ^ n \ I \ o I \ I ~ sue) ~~ ~ 1 I ~ \\ I ~\ ~ II 1 ~~ ---------~. / ~~\ a 'OjhP I ' r- - I 1 d ~ ~ ~6 II II ~ ~' 1 /'~-.. -;____ 1 / , _ I ~ \\ \~ r i/ ~ \~ - - _ _ _ ~ ~ _ y \ /i ~ / \\ _ ~ X11 ~ \~~~\ 1 i ~ I \\\ 1 I ~~ \\\Y. j ~ I \1 I I ~ ~ \\ ~~~ K 1 1 I '\ ~ --------- ~ 11 ! ~ o ~ \\ i-'- __ i i i ~ \\\ / --- `- ~ / 1 ~. ~ :Wa i~u 1 ~U~t~ i I ~r, > ~ ~ aoicm ooa ~aiw. rnr.nurow i~ .,~r ..bT ~ ~ N 0 ~ a Y~ ~ ~ ° ,oo uwwoa~tiuvwawrM~•~o~rrv~ s ~ ~ ~ ~ 3.~ ~ ,~~ s . "~. + = ~ ~` ~'~ ~ .°~ - -~~ ~-~-~', '1~I~2I~1Ur1i0~ I1i0~LJI~II'I'Il'I 75 ~ co ~~ e c ~~ Z ~ ~~a i~~ ~ a b~~ ~~ ~ Z~~~~~de ~ ~~ 3~ ~ ~ ~~1~ GL Z ~ y p ~ggg 88 r H ~,91~ r JJ Q O O _~ 0 ~~ f J1 iJl'~ ~' v ~~ I r5 / J1 ~< ~~ Ci-BA 3 IB '. W -... 3-IB -_~ F-BPB ._~ ~ 43-!- 6 MH - 5 BA- _- ~ MN 46 SM 3 B 5 BA 5 BA ,~\ 5 SPB _>~ Q3 SM - MH ,. 3 18 ~~ i Vi ~ ~ 3 BB 6-SPB t lI 83-SR _ 1 \ 1 r~ 5-BA J _ 3-IB ! 118 EP_ 7- q2 ~ _ S SPB _.. ~~ -' b-VI- 46-SR ',1% a`~' ' 3-BB ~ ~ `~~~ W a STORMWATER ~~- WE AND Maw I EASEMEN t~ (TYP ll2-CF . ~ ~_ ~ 3 IB ~ 3-BA-- i W' 5 SPB ~ I bb ..... Io0 SG 5 MHO ~~ I 7 VI- I 36B _ T/ I - ~, .. I y~. .. ~ ' ', (, /, `J _ `":,8 I ~il1 _II~ ~ it ~~ ~ rawrFNANCE PuxenuRES :aer POND ~ ,,I 5f _. / ~~i ' 1. 1"+r'EC 7TE.` OF ER -I. lET D TEN IpJ BASH I~ ESTABLISHED 'HE PLAt 1 0" TIE AUti471C ' ~ ~ i`` ~ G~ { SHELF AND THE PER METER BASIN SHALL BE WATERED TWICE WEEKLY IF NEEDED JNTIL THE PLANTS G _ T" BECO„ _. ABL SHED .;PECT lE /ELT JR A In~n'Jn OF b I~EErS. - 5-ElB it 1R ~ ! / 2 AF7 ER TFIE INIT AL FER,TILIZA. (`I AT .HE TI"tE OF PLANTING NO FURTHER FFR I ACTON SH. f L t 1 FCR[BAT P ~ ._.~ ~ `.:J R FOR THE Pt rT5 ON THE AQUATIC SHELF. i ~ 4p_yP .- {- ~, ABLE RJ'Inlp,nV R x -L B rl N1AINm N THE DRat.JAGE ARF TO RED E THE ,En n_N. _. aD - STCh2MWAT ER '. II I r0 lt+ WIT DE. EN ON BAS N. OVER StFD ALL BARE SPOTS TO ENSURE A DEN OVER. Il ~ J, F B N r Sl VRAIIV D Ok AN Ei IERGENCY OR TO PER fRf I`fAIN I AN ~E, THE U,H Or WETLAAD 7 - ! _ >~i .. Ji II ~ r «E. EI 'IFN. TNRJt1G tH' EMEKGtI DRAIN yN0ULt7 BE MINIMI ED TO THE tl. Xf'UM EXTEI ,- IG5 Sk ~ / ~~ OSSIBLC .- 3 I, ~ - ~ I :,B~. ~ C .IC .?E'7 C Eti ON POND 5.1-L:. BE IN-PE ED V2! .. nc,P ti' BA` ~ .:":D 1 -Rt3 - ~. i t I:THN 24 HOURS A ERE R. ST R"1 EV CNT GREATER THAN I.E INCUES. .. 4V ,75-'.x+ ~ I~ ~ ~ ;;. RECOR..S S41ALl BC MPI4,Aw ED Of ALL 1IJSPECTIONS ANC MAINTENANCE PRCCEEDURES THE `•'N{ _ y ALE / , -. - ;-~ -_ I~ ~ ~ ~~s, REC,.RCS SHALLL B_ Y.- J n KNOB:: _Ih.ATION AND WADE !-.VAI.ABLE UPON P,EOL EST. 3 15'DE SLGPE51 ,~r-,,,,=,TT y ~ _.- - ~~ 4-BB ~ I V4 ' P / a i 5 ..e - '. p p ~~ 1~ L~ 7-SPB ~ T I~ ~~ N 7P , ,. MH ~ -- ~ . B Y _ DEEP t.. ~- a.7DL: i _ ~,E _ i B IB f -5-BA - eeB -~_ ~ ~ I p `h~2 SP ~ ~ I - ~ ~ ~ ''~~„ -:_ ~. 1 r I ~- \ ~ ~- ~~~ ~ ~ ~'' ~~ _7 ~_ JI ),f ~~ ,ef, ~-° } yI \~ I { ~_ _ - ~~ _ _ 3 IB -L~ ` ~~-3 VI ,,,~ - /t W _ - - ~. ~ ~ I b ' I2q G ~_ '° r '~ 4 ~ ~~ ,{ TT Ir/ I/ M17+ ~}18 yl ~ ~/ _ _ 1 + - I ~ I'OREBA7 ~J _ ~6-SPB 1~ 1 ~ ~ 5 BA ~ ~ ~~ II73-SP I. S-BB - ~~ l ,~ 5-BA l ~,~ _ I w MH ~ ~ II 1d ~ . r F' ~- ~ l .~. A17 G ~ _- _. ~I~ b.Bar {- ~ ~,y { ;~1~1rsr E ~~ r~ - 5-6P6 { _ ~ - EASEMENT yg k ~ T p r IIO-I ~ - ,I 3-v1+L~~ I ~~ oeF $5~~~ EwALE 3d SIDE ~LGNES) I I I ~~ ~~ ~ i BPB fi ~ ~ ~ vl s sve t ~: ,E ~I - 1~ ~ _ '. a. j ~ _ - ', ~y - ~ _ 7 BBB r _ '. y ~.~ ~-. .ter- '.... ~~75-nHL 3-IA l~ ~ ~3-IB _ ~~ ,~ . -; ~.+ -{ , ~ ~ r 1 \ "~~ ~ ~ .,.1- -- -°~ ^.. ~~\ STORMWATER -"~ ~ '. V ~ 3 BBL' :~ .y ~~ RB LAND I -.. ,{~{~ ~ ~ - gr.~5-InH5 BA t~1 _ T ~+ r i ~ e~' - ~ ~~-, ~~; 39 BP3 iB ~~- ~~- I _~ ~ 1 ~ _. ~ ~ _ ~~- EOREBAY Y~~~6 sPBaA ~ is ~ ~ ~ ~ i ~ // ~y ~t '. \ ~ .SSBA 5 BB-~'~ ~i ~ ` 1 ~F 5 B9 B~/, ~~ • ~'~~~~~ +, 6 SPB'r W V 'Y ~ ~ E, ~ x, ' 5-881 4 "" 1 IDI ~P, _ - ~ T1H 65-CFV ~ ` I NrbA/ ~rq -173 SPTW I ',. " 1 ~ SR VI ) 3 ~ ~ //__,/_R81 5 IB ~ ~ ~ ~~ PEEP ~! co oR ~^ y~"~. POOL ~ ~' 5-S~^ l - f } ~ .~. +3,-VI r3-VI 7-VI ~ " SPB,k i -J I /~ a ~ ~T la2 -sP !~ / - J5 sR s aA y i .. A ~ IB - r ~~ ~„ f - -. , ~ f ~:-__ _ - -1 - f NOTES L THE TOP Of- TN BERM PND THE RIOR 5 D 5 OPES SN -L BE SFECED W CENTIPED GRA55. "L. -H t GETATN LTt TRI 5 L BE SE TtJ cal H CEN 'F' DE R7`~ 3 NO kEES OR 5+P IBS SN,...L Bh PL --J W!I I+N .0 FtEI' OF I^:Lt. OK N'_t r Ii Ems; OR oInMADE DRAINAGE STRUCTURES SUCH AS SF1 LtJAYS OR FLCMJ SPkEADERS 4 P N 'J 5 SF.h J T 8 P_d L N BE 7. 5. LAN J~ A, E C ivTrt,lc, '~R ' RE PGN P E R ERIK .rG A ANT UAt 11 .^ SFIA 3RING ANT D[SCREPANCIE 70 THE ATTEr TION OF IE LAN SOAP ARCH TECT. E. SE .! .~ BE l I AT "H EC E 9 TIIE ' A OF T .REF ANT ESTABLISHM_N' Cnt`NO BE L.lE 6E WT.J L Dlh, B. THE TI IE 0 BS, F'JTI4 CC`MPLE Ch Cf uE SiORMWATER FACtLIY PORTITt OF NE PROJEC T tN HE CONTRA TOR SMALL PLAN THE ARF WITH wILDtLOWFR. SCD, P ~ r' n 4M a ff ~ or ~ l u _n.NS T Gn: ?E 1 Y C.' E~ N: Nr_.. AND PROTFLT AGAINST tRC` '~ Bf WAT P. I At L aED TC N HE STOR'i IATER BMP \Cli ITY. ] ALL NEWLT PLAN tV YLAN7 L S ALL Bt KUi tCIEJ U NYAS vt t+ttVJ ..ND AN fIAL DAMAGE (STAKwC, I.FTTIPIG ?l FNSUFF P ANT (PVIN'4 0. P L 5 AK.NC 5H4iL BE Ret'104 HN -2 CNTNS FO PREVENT IkDUNC - rLANT~ ~u1LL kAVE A 2 W"+RK<NT ~ c E J 1ST R FNV AGA'N Ff. '~_ FND Of TN YEAR WARREM1TY PERT ALL P N1 NP DO IcT R'IJF BE REP( ACEC. - 76 `~ ~ MAINT.6 SG RB PREFORMED JE ~ EABEMENT scauR HOLE (TTP.J PLANT LISi _ _ _ KEY BOTANICAL NAME COMMON NAME SIB R00T QTY. COMMENTS W _ RB Salix ni r9 a -__„__ _ BeNda nlgra __.. _f f l ~ BIacN W Ilow Rrvrx B~ ch ~ ~ -~ perhush ~ Sweet Pe 58 N~. B86 56 Hi. I 686 96"fiL ont _ 12 8 102 ___ SPE~ N I B8 IB o r _ J Clethra am NEumum toss neldes C alanNS occidnetalJS ~ Ilex abra _ p INorM~em_W_IId Ra'ISin Butlonbush trlkherry ~ _~ . 38' FR. Cant 38' Hi. LConl.~ FiT. ~CoM. - 64 5J 58 _ ___ __ ~MH __ litescus moschetnas __ I Mazch htibiscus I 1824'M. Cant. " _7b _I .___-.- &4 Berbeds thuMe i Barbe 18 -24 HT. CoM. 137 I I ( Ins virgiroca Southern Blue Fla krs ~ iGal Corft. _451 - SG ______ ___ Pankum vlr9atum _____ -____ - Switc rass ____ _4"Pot Cont. 947 SR BM Juncus eftesus __.__ -_--._~ Ascela les incer~(e Sofl Rtem BNrush _ ISwamP Mlkweed~ } 4;P t_+Cont 4 Pot ± Cml ~1~_015 508 ~ ~ _.. _. __ Cf Lobelia cardinelis Cardinal Plover 4"Pot Cont. 588 10- ANT SOL AMEND t HT' HOUtD DDEG T NE ENC T HE 5 L CGN TRl/ TL ~ PRwE THE , BMP ' ~.~ BL PLA'v C .,N~ UL~~~~ Ei/I AI ~ ..F G. -"`E4,. Nu '~[ `_L .. , -MG~~ZL .IE ~~ ~.. F tANT SOURCES A.' PI aN FKIAI ao-_I COM FR[I I I')C.A'. A,IRSER~ AS 5OON AS POSSIBLE. STaK. IF A 501 RCE EC7K PF .VIED cNT LPN NOT Bt LOOTED, SHALLOW WHTc'.R PLANTS ARE BEST PLANTED BET4JEEIJ APRIL I AND TLiLI" 15. AVOID 4i1NT ER LAND`v~'APE COM FACT ~R rNAi .-UHT v'CT TNF. LANDSCAPE ARCHITECT PLANTWGS. FUR A SUITABLE SUBSTITUTION. L.gfilk~n e.J 11.untennt~c[ Wuviaolu' Iw'Nel Oekntia+&nL+s 4Nmtirnbesfe ~ guAl~l h d tl xaJf irhenpinrrca ~mmd d unN ite ' rrrca, PP~Nn ve~uwno` rr I in.; a. m:lym:4 ~ `' _ Wwu<:;~ rm ,~.1. ~ me tkpReuao~a ~ ' __ PL- ud su' as u,x,.'rar i ~~r, ~ _ ]1vPi uaui¢d A BFI da'WL'e hen ~ I Nw ire r•& M R.p de M I J ry 1.Fax. n ai ,d. - i~ !w<N ~ at Pr P 7J 4~ Thefrrebay SnivnmeXa baJro Ike hf the b!k JjV p^~a M Ua xd mefl p bl _I! rq'ruld gJPM ip, bkN k J' Iuid II xJ .big iSPmf Vatl ~s x NI W - . ~- - ,u n K~ F u4orcN ! ~ 1l,S F a Mi mdsarcp Fr? ',&mo du cared P koblY by ~ 1 Iwdlfl J ucrl »ipe dcr - Mw wlp,un~s~vedrd pait.~x ': ,~, pPawalaa LL I I A mn„-rva ad arcn.H r.. _ ika~rJae dx trr~e Jamg P~M1kn I , JeRY S .ce ~R J+xep>FA. W . ~rvl p xk RxWle ppll bll N po d J I ' JMn Wmde le P ; Ysmo tk F'ah+bry by ~. __... ~ a w ti~ v N d [pee ueJ Ik Ms FnN N~ P - aN s nt n me aumrnumw w .l~ta, u. sw u, ~ gim,tl~g d:mx p bk I Mad 1 '. ~ E..d ryR du W 1 h I JI P+' ~ AbJ Rr n c I p. 1 ,ax u w wu~ m I < k Fb agm~ R. Ih I by IF R N I ~ Flmrc 50 M Idrb~vr MPUdad N. pnv). 1 The rnib.~nwrt I v n m mn nk 1 I s. W d .w, Ir..,.,,r~ F E ~ - ~ ~ I v f I I I no-rewa~.raan x~o i ILanawf,aamaafn sFa elW~ic~'II ,,»a rW,~„e ~ h 4 ., ~,, I ;v ~~ ~, " ~b w , ,~Gb. , h. . ~ouND wER LEGErro _ ~ Panicum .Irga[um (5G ) s r~s v names ;~+P) IIIGGG Ascelev~o 'rurm ~o'_e (5M) - -, Lobelia w anuFs (CF j TRbinli2 Memo ~d n~mwn:u,Lr Ikov,m+b Pu Pam~sbPr Ld to V ~' when d _. 7'rKre d w 4~a x xe;ar Meese ~ m mm~ I fHek I9p IrMe1'M&xvhµ,BvM Mel el lip,aM N nx win piuc gnauN and yylvyx-el t w I kd Reed. I'ruv~de Tors and a m¢-tiuce.en111zer ~ra~w ~~ Y Y a - pa Wx ~b° ~ ~ ~ epee l r aE PLANTING DEAILS GENFI2AL I~LANToa,m «~~ .~..ro . + «~a.a .m+L xra ao, f +6L c a n+ . sraxz a +xe u.ouul ~susss~'m~ vw<<~m ePr`wow'~`w aour AVev'wa a o r ,,~~~,a,~~xs~, a~ r~ ~~m gun R N~r ~ ~ r. bxi+Iro+of tla~ler i'p _ _ uFd t w/ ~'~ IM r4J - b ' jvll¢haveGVmat. Ine eWly aml tl¢n waM I _. T ( fa emm Sludy ll 1 J W~yx dandgad ripap 11 g sh d eMeP.leJugeN h wPa Jr wnhdl ) Ahre A MAh w r -_. _ ~ I M __ trolmaknaf. .___. EoN Musr ~ ~O~Jr~SILITY ppN,a`~ 5~ ~ 'or Py 2 J~ F~ ~ U~ ~~ 7 ~ O -I ~ Z ' w as DF% liy B~ORBYOUffilf 1-SOU-~9r9 GRAPHIC SCALE (W FEET) 1 i eh •= do !l. N I RELIMINARY ~~I F(~Rn~L `..~N CTRUI. TI VN E Tony M Tate Landscape 4rclllt~cN[e, PA i°a`°~ tw~hy~ -, << ~, 1`~= •; ~r w i~~b n n .~i.'~> ~~~~ L R rii z 0 V; W a U i.e 0 ~U a y 0 bq z f.~o G ~ w SCAL6: -- I-~ DRAWN RY': P.M; C. PROJfC7 A Q~tlb DATI: 1 ?071(77 SNEFT - L-1 OF