PRELIMINARY/ FINAL

LAND DEVELOPMENT PLAN g ol ~ 8~ ' ~ 6~ ::;n ~ ~ ~ § s ABINGTON FRIENDS SCHOOL ~

"'()wz ...... "' ~~,!~g£ I:DWw"z :l: - itil ~ o=> 6,.~;: PROPOSED ATHLETIC FIELD IMPROVEMENTS w :I X ..,a: 0:: .... 0 z WASHINGTON LANE AND GREENWOOD A VENUE ~~

c.j ;;; ABINGTON TOVVNSHIP ~ ~ rt ~ ~ w~ "'I oE MONTGOMERY COUNTY, PA. ~to -.;"' u ~ >< "'.! ~§lE

·~.SI·£.E1S 1~ANO POS;t CONSoTR\.Cn~ ST~TER IMNACEJ.EH'f PLANS. St-£ETS IOTHRO..JC.M W"::J 11, iO 8E Rf~AtfHEc:::oLHTY R[CORQEA ~DUOS OFFIC:£ .. Q x ~~ ...... , ~EfS 1-,e ,hla..USIVE, AMll'HE v.NOSCAPE N..o l!CkT\Mi PlANS. ON RfCORO~T ADII'.c.TON J: .w., u 'T1:JWN:iHP,SM.l. 8t IDNSHJEIEDAPARTOF 'n1£APPRC7Vf:D FlfW...P...AH AS lr RECORDCDW.TH SAlE. CERT1FICAT10N OF NOTARY PUBLIC ~g en 111 8 LAST FEVISED COMMOPNv£AlTH OF PCNNSYJ..VANIA z~ stEEr NO. CM... liTE PLANS SS: weg COUNTY OF MONTGOMEA'I' ~.J 1 or 1s •COVER SHEET 01/26/2018 CIH- _,,. ONTHE. ~l'CF :Z017, 111EJ'OREIIIE.n£SUBSCRIBERANOTMYP\AIJCOF-n£ W " "'" 2 OF 16 LAND DEVELOPMENT PLAN 01/26/2018 ~111r;w:PEH"4 Y LYANIA,Pf~YAPP£AR£D , OF .J~ ~TONFRit:hOSSCHOOl.A.~V~ANOH-PAIOFlta:uPANr, v.t" ______. 2011. ~ a. SI"EST NO. DE9CIFTlON LAST FEVISED ATTUT; ,.: JOHN BARNES TRUSTEES, INC. ~ ...J I- LP-1 PLANTING PLAN WITH CREDITS AND SCHEDULE 01/26/2018 :>:: 520 MEETINGHOUSE ROAD 0 ::::l PLANTING REQUIREMENTS WITH CREDITS AND DETAILS 01/26/2018 ... ~ 0 0 LP-2 0 u APPROVAL OF THE ABINGTON TOWNSHIP BOARD OF COMMISSIONERS w I LP-J JENKINTOWN CREEK RESTORATION PROJECT 01/26/2018 JENKINTOWN, PA 19046 ~ (.) >- (/) D< U-1 LIGHTING PLAN 01/26/2018 w ~ w ---"""''------·701• . ::E /liJIPIP/LIJ(e;/liJfMtr :X: Cl ~ (/) 0 ATTE!iT': ill Cl (!) en ,... !il z I-z ABINGTON FRIENDS SCHOOL ~LI; ~ w 0 575 WASHINGTON LANE SECRfTAR'I' ~ ~e;ii: ::E MONTGOMERY COUNTY RECORDER OF DEEDS w il:LL. a.. JENKINTOWN, PA 19046 ~CORO£DT11.S_DII.Y OF ,2D11, INTHt:Offla. fOR nERl'COROI~O'OEfDS, I NAHO~ THEcz:JUfl"'' z :r OFMOHT'GOI.I€A"f, JITNDRRIS~.~l'LYANA "'PlAN BOOK NO --· """'---· > ~ 0 Vl Jil/9CM17TEC71" GEO~CMM/JCAII!.. fEIMGINIEIER z 0 1- ~ WRT EARTH ENGINEERING, INC. " (!) 0 (.) ~ z I- 1700 MARKET STREET, SUITE 2800 135 W. GERMANTOWN PIKE, SUITE 200 ~ z EAST NORRITON, PA 19401 iii 0 PHILADELPHIA, PA 19103 ex: I- & (!) 215-732-5215 610-277-o880 :>:: ~ a; MCPC No. ______< IUJIM!DSC§;J/P/E JiJRCPffff/EC7TS

P~OCESSED ond ,liE'II['WED. Rt-pot1 pr~por~ b~ 1! WRT !EIMG/1/M~IERS / SU/J9'Y'E'li'ORS )olontqamrry C:oul'll.- Ploru1in9_ C:ol'tl~is.sio n JAJfJJRfU. 2011!1 in IQ tt orclo~ct • •1.'1 ihr lrotiJniC:p(lli\j~J Pto'lni.,Q Codr . owe HO 1700 MARKET STREET, SUITE 2800 Al-ll-IU!i CHARLES E SHOEMAKER. INC. Crrttlif'd tt~s datr ______PHILADELPHIA, PA 19103 JOB NO. 215-732-5215 1007 EDGE HILL ROAD 24509 ABINGTON, PA 19001 For 111e Oi•rdor t.jQII,'TCO~tRY COUNTY PI.NiNrNC CCt.jt.itSSIDf'rl' S>

------'"·""'BULDI~"' &ETIW)(UN£ IICl

______J ...... NOTr: S/NiT[O mtT DENOTES EXISTING FEATURES PROPOSED FEATURES LEGEND c:c.N:RET£ 51DEWAUC

~ ------Btll.Dif'GACDTIDN BAU..STCPM:T UGHTSTAPOt.RD ~/ / LOCATION MAP // , SCALE: 1" = 500' MAIN PARCEL ZONING REQUIREMENTS ZONE 'CS' COMMUNITY SERVICE OISlRJCT

SE.c;flDNN). RJ:QUR£0 UJSllNO IIIH. LOTAREA SEC"TlCWSIDS .""""' Q.?ACRU ct.7ACRES LQTWIOllt SEC11CNI05 «llFT. ..N. -FT. SEC110NIII:I$

SEC110H2tln.HJI 17fT.- UGKT&TAICliUtDI-€1CHT'tW1111N SETBACK /#tV. NlJN:ENT TO SECTION2m'I.H.10 7UFT.- _:; RESIIJEN'l'IAI. DISTRICT • INDC'AlES ElUSTitG Ht1NCCN'CIRIMNG CONDnoH - INlERPR!TATlONORV.vaAH;E M:Ol.EST£0 - VARINCE R£Ql.£STED lRJANGLE PARCEL ZONING REQUIREMENlS ZONE 'CS' COMMUNITY SERVICE OISlRJCT REOURED EXISTING lr.IH. LOTMU. .N;R£.5 42AO!IE.S ClOFT.I.tN. >

LOTCEPT>i"''"""" .OOFT. YN. ~400 FT. 0 0 FAOHTYMD 1'5FT. J.IN. 5e.3 FT. SIDE YAR0(2J SOFT.MN. ... RENIYARD 511 FY. YN. NIA """"""'MEIOHT efT. MU.. <40FT. LOT IMPERVIOUS 31.Kott..33ACRH "'"""""'c:ovtRACE ZS'IIWAJ.. 7.1'1 CIRO.JOACRES --· 0 0 GREEN~ CCYERAGE ..,...... fi1.7' OR. 2.11 ACR.EI U'l l2CIFT. WAJ.W BULDNG LENQTH 150FT. R£QUR£0 OfnETS 0 0 PARKING REQUIREMENTS USE: E·14, SCHOOl. OR COLLEGE 1 SFtACE FOR EVERY CLASSROOM + 1 SPACE FOR EVERY 4 STWENTS IN TENTH GRACE & HIGHER + 1 SFtACE FOR EVERY 10 FIXED AUDTORIUM SEATS EXJSTJNG FtARKING "'20C SPACES PROPOSED PARKING.., 201 SPACES

NOTE: lliERE IS NO INCREASE IN lliE NUMBER OF STUDENTS, CLASSROOMS OR AUDITORIUM SEATING PROPOSED W lli nilS SUBMISSION. THE EXISTING FtARKING IS ADEQUATE FOR OPERATION OF lliE SCHOOL

1. EICI..NlMY IP#ORMo\TlON SH:7I\IN ~TAKEN FRQI TOfiOGRAA«: st.RV£T PlAN PREPARED 8Y ICEY&TOHE SLRYEYIPG r:x:JW'"~, INC ~ ~TED 5-2....,NCJ ~TED B'l' OIARI..ES E. SHOaWCER, ftC. ti.RINO-U£, 2001.

2. TCIPOCRAPHCINFORI&AnoN$tOJIIM~ TAX!:NfROM"TCPQI'JAAPHC SUNEY F'lAN PREPARED B'l' KEl'STON; SIJN£Y1NJ r:.t:IIIIWI'f, INC. ~TED ~IIS. IHJ ~TED B'l' CI1UaH E. 5HOE.WJ

:S. ElJSTINQ t.NCERCAOUCtUTI..m' LOCATIONS~ PlaTTED FRQI LltUTY cr::JIIIP~ PI.ANS Sl.PPUEDTO US IN AO::ORQt.NCE wmt PA ON; CALL OR B'l' Ptft'SCAL.&LRVEY LOCATIONS. AU. LNJERCROl..NJl1TJL.JTY LC:X:AllONS MfE. APPRO.lUIMTE ON.'t . CONTRACTORS ARE RfQUREIJ 8Y PAct€ CALL TO \IIRIFY Tt£ EXACT L.QCATWJHS 011' AU. UN:lERGROl.Nl lmUTif.S PRICIA TO c:a.o..EICINCi f.JtCAVATIONACTMllU. ...I F'EMGYLYAHA ON: CALL SY&TE.tta, ltC.. PI-DE. NO. 1.aJ»d.t711 ...I ~ w ~

rr JA.HUirRf 26, 2D UI TRIANGLE PARCEL owe NO MAIN PARCEL A-12-1141 TIRACT AREA TO TITLE LINES TIRACT AREA TO TITLE LINES JOB NO. 219,714 S.F. or 5.0439 ACRES 1,966,974 S.F. or 45.1555 ACRES 24509 TIRACT AREA TO LEGAL RIGHT-OF-WAY LINES TIRACT AREA TO LEGAL RIGHT-OF-WAY LINES Stirn NO. 184,590 S.F. or 4.2376 ACRES 1, 903,905 S.F. or 43.7078 ACRES 2 OF 16 ''

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ENLARGED LAND DEVELOPMENT PLAN o · OF CHARLES E. SHOEMAKER, INC. ..., C NG/N£CRS ck SURVE:YORS CCXJflT'r PARCO.. NO. PROPOSED ATHLETIC FIELD IMPROVEMEN TS 1007 EDGE HILL ROAD REC O RD OWNE R JD-oo-•ueo-oo-, PREPARED FOR ASINCTON, PA. 19001 .. 30-00-70672- 00- :z PHONE: 2 15- 887-2165 F"AX: 215-576- 7?91 JOHN BARNES ABINGTON FRIENDS SCHOOL £-M.\11...: etaffOce•hD41makel".c am TRUSTEES, INC. BLOCK - UNrr .l70 - 0()1 SCALE: I "•40 ' 520 I.IEETINGHOUSE ROAD .. 370- 002 . NGTON TOWNSHIP, MONTGOMERY COUNTY, PA. JENKINTOWN, PA 19046 40' 0 40' a DEED BOOK - PAC( eo· 2058- 0415!!1 AI: J77e- Q1 e.J I I I I I I I I -----...... I f" I / I TO BE REMOVED l / //

AND BASK REMOVED ETI!ALL ~- ___c:~ -l!_~!~ TO BE ' ----~ -' -- -­ ' -- [--[ ~- ' __ ,

EXISTING AELD . AND BACKSTOP , TO BE REMOVED

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EXISTING FIEi.o .- . . AND BACKSTOP TO BE REMOVED ·wt .IIFNDY £. 8/IOMJ£!1 10-012-00/

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EXISTING FEATURES LEGEND 0 ,. , _ IRON PIPE FOl.ICI 0 - , .., ..,...... ,. f O - 11-....- 11- ...... ,"'"""OVfRJ£AOWR£ . 0" GASVALYE Or- Wr\TER VALVE 0" SANTAR'I'CI..EAM:lJT! -<> LmUTY POU '<1 FIRE HYDAANT -"- SIGH "9 UCHT STNO\RO 0 ~­ --·-- ""'""""SANTARY Sf.WER E~ t ----•----· ----· ---- · STORYSE\'IIER . . • ••, 200'lt360' .• 0 N.ET · " SYNTHeTIC TURF ~------. ~ . ~ OECIDJOU$ TREE . "··MULTI-PURPOSE \.r~ 1 ""F.IELD WI SUBSURFACE . EVERGREEN TREE

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TURF FIELD STONE BED TO LIMITS OF TuRF

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EROSION CONTROL LEGEND

EROSION CONTROL PLAN OBJECTIVES illlliJ~

~EXlVIT&DURATlONOJ"EAATHDSTl.ABA.NCe-Tht-.lle)'OCotrzlltdpraieawll""lpiO~ID~Iiiii!Dfl&nd TtlPSOL STOO Kt-..hlggda. Tht~•~.t:lbiWI~..._....,.,..,....~l* . lnltwM Doll!trlr..twtllni~Mall. cr-nFWiilo.r....ln;~--- ...... ~ble• ....,_Mid~n.llllnr!n:w.MI, .,...,... , "-"'Y~•~wilt.~.,.._.,ndorly~Mh ..... and....:si-oa_..._MUftUIJini'I'IO'III'ca-. hPNd., !1ldl, ltD.-., .....,__.._wM.-pNI.Mdpridl.biDdr.,orcorcrelllllramcons~MtiDnend~~a.t" ldiryWnlltn.lcltn, ln:I~P"*' .... ~..trlnh,.,;.:sii.,IG\tal~cf'tltlaoblrw:::.ltrwqWidf'CifiCDI'IIIn.Clioll llftW Mpir.litPfvmllCMf-*lrd .. ~a.ud\. n.~ent~ctunrd:lnci.dii/NIIIrillll ,_,."WDnU.WaiMcltht ~""'""~·~('nlllllf'll'l.,..,_.....,.,..nallnd.dl ...... ,., ... o-~.....a-~. n.blaflldii!Ut.,_.,..._...SDnhEraslonConlroiPiln. bMnproc:n.Mdtor ...... ) . i" -"I IUJOMIZED PROJECTIO'II Of EX!SIJN9 QBAINA.C£ F'EA!\JRE.S & VEGETAllON • ~ ct.Ng~ w.p111n tht h. wllbllodbd a.nr•·~~._,..,._...,,!'llglbW~II....,.Iilaltllcbdbf'•SIIil•....._rzl,,...... !_ andPfOIIdld. Tlwrr.jcwfl)toiO. alltchft~lllltildlrlgpofllfht ...... lrtolofl'llll ...... ThilpiDim... ~- suilllatad.,.W...IIdallfilprwldiM:I'Ihl.r.g-alllhll.hMinltlrit1aftaN~rzi~IICII I~ PROTECTION aubstancaht-W,.t...... _&orc.hT... FP.tlai'IIIFP-1 .. -...hh~P*J..,....,.,.niDf ~ l.IINIUIZIOCCIIM'ACTlON- n._... ,.oc.tllll'lhl~wi ..IJmnlrtll..tll•~tianfll~ . llw~ro.cblncl .... -..-tu~ ... du~Ud.....,. ..~~~~~ ...... PI...,...,...t.rew~.-~•_,.__,"'*.,...~ · '" .... !Uitt'.,..tl....,.lbtwt.rc.ialnnCabl., ...... , ~ . diwtfwilbl....,.lml:.a.l'ldof'fylnilfl ..... al'ldi~Wit. Al"fpet~C~n~danftlhlt.lbMn•ltldlllllf'h-f!lor...... ,.fll• r.....,~~~- P'P.(IQtlll ,...... ,hnlllllmML lrMr.tion a...a..e t. protlldlllllt..m ...... _ · c:DIIIpldblcUinga-lrudDnwth-19~ Jlroc. Qlttlyhot!ginflltt.ftlmallriii iNih,_,..flltt.....,._.frndr-vloqwo~hrMtlftlll adurafii. F-P'P-«U _.._,..w.a-.,.u._. ,,. JIDPII111~,.ra. AtopJrlllf"llll"''ftf"P4!1_.. t...... ,..llll,.•ndGIIt-. a .,..,...,onh p!IM. At.a Ill ,..._.~dian •nd ~ 1r11 ~.-...,,. ~ContnM~"- TOTAL AREA OF N.P.D.E.S. PERMIT • 5..3 ACRES cmERIEASl.AE.S -~.a;,tjnCJI'IIhis .... -.ilhlllp ~ kla.l~w.o~a..SIIDN . SA101:b 1rd i"M\ E~ t Ow Di9..:.: Tht•pp(antmulllo plllfrgml Enftoomwrt.!Ow Oil.,_.,~ Itt. M _ ...... ~wllt.I.IMd...,thl ... ilo'IICibaftdtu~-*"'tnli.._dtr! ...~.,.m,g,.o.-.n-.BMPt•,.~ontt. .-aw.ct~a.,_.jJrd~••O...Fii..E~Ow~lldalnda::n..lp;..~ , EraUN!Corerwl,..ns. lnh _,..Df~•I'OMn~orrr.~llnain!BW' dlwicas, U. Owrwr &hDuld - · Kludirlg. bo.l nc~~Jmlldle , 'IIIWII prapllltr'.....,_, Mct1ori; diW t.. -.rchn,,...Df...... ,-..Np. ,...... ~-ty~t.T~~. Prgjed:EnvW-, orMCCDivr~r...,._hllftbiMI. I TOTAL. AREA TO BE D&STURBEO. 5.3 ACRES I llf~ltr'-lft:tlwy, S.~~. ~~--tmts.dbn~UM,.. , ~ ..... ~ 101 UIN!!Z£ THER¥A!, !..,ACTS- TlllrrMI.,...cllar. ~lllrptfilr, W~t. ~'-d...ah dn9"1_..t'lliDnl~h ~IHiids. AMJrtical~.ltncll,.,....da•pottdDul[)liglona!llnll'rilo&I~IIIWJior,....Df IIJOII[ 'I'OU DC Ntm-£RE t1 pntlll'lll .. rlll t,.,._.,ft:l....,lhltlhlr•.....,.,.... bMn~tuaaplar,.,_..llf•,...... _.~. • ~Wirm.,~m•-•,..lrttlenairlc.:ontrib..ltotta:htt.m.l p;~IIL!on. Dwringthtcoi'IIINdiot!JN-DftNP"¥d. POih'SYLVNM! CAI..I.. 1- 800-242- 1715 SITE DRAINS TO THE A TRiBUTARY TO THE TACONY CREEK --...!...... t./NVftaiUio .. lldr:Dfhui:Nb.Hrig ...... Niouaatla . ThtprnfoYJdi#..rWI,_wlconnbl.all,..,...,toe. II'IIOI,_,IwWbaotftlllltdlld"t'I_Of,..Mflllr.gWIIIdMII:atara,I!TIUIIbllllli:Mdtll ...... fl.-r-all ~111411/CttUIC!III~r c:JI,Inl'ii. T•tlir1jltllo:luidt.~lniiiXOPdontllw.tl'oo\ppl.ncbADf!l'll [)tparlml rlllpoliq'.,.,..,._.crf FW'. CHAPTER tl STORMWATER CL.ASSIFICATlON-'WWF, MF ....,._, anrSU.M"~~~n.-.wllt.~llf'~~ra"""--r.....-and~CDMinldiDn ln ,.,.f~~~~ •lrMf1fnHIDn. ,_.,pcnntllll,..honnal~wllt.fl'itlgl'-d,_...IN..- Ilf tt.dl:lm-•r~r-•ru-.Thl~ C*L ILIISI" DII!DaBI pipa wil c:Dofh _.,lt1nKI;Ih~ •Nih illiDPI ~ U.CMM.I~Y*mwlll•gt.• tt. oulfd ..blr-""d'wlllurtfwaoft hh Fll Mlt.Wihll dMs nell...., • Clt•n Fl' B ~-Fl . ~ F• II wat111rlf n..a bl r!W\101111 ~ .::c:grduoa SHEET HO wti!INDI$IIIrcn.c'l ~flt ~ ...,...... beMdDI'IZ5Pio . CodiChi~217AHWrolli W.. pooc:.allfbe~~- 201801110710 1: .20180160781 THE MONTGOMERY COUNTY CONSERVATION DISTRICT SHAll. BE Man..,....Ot:l71 ...... ,...,w.a. .,.,..._.,....,._ •• ppli:;abll. n... ~ .... --~~~~ ...... """ "'"""" NOTIFIED OF THE DATE OF THE PRE-CONSTRUC"nON MEEnNG 7 OF 16 ~ CONCRETE WASHOUT CONCRETE WASHOUT PI'[ 1511. erA. VJi . CONTAINMENT AREA. BERMEO CONTAINMENT AREA· EXCAVATED

EliSTJNC CONTOURS ',

""'ORS.Oil.TO "" B[US(DAS wr.1 stOPE

1. P[l!fORJol WASHOUT OF CQ'IC:II£7( TRUCICS OR PUt.IPS OfTSIT( OR ~ ~lEO AREAS OM.Y. 00 HOT P9l OUT CONCI!fl[ TRVCJ(S ~0 STQRU ~.r HOOK PLACEMENT [)IWIIS, OF(H DnCH~. STREITS OR STREJ,WS . .!i.Q.![S.: 1 rOR ON-511I 'MSHOUT Rtlo(IY[ TOPSDl. PRIOR TO NST,tLVonON or AOC.X COHSTRUCTION ENTAA'+I:£. DT[N!I --5-~--- 1. !iOCX fABRIC SliAI.L ltffi SlANDoiRDS or 1A8LE ~.1 (J5l-21J.4-ooti/IWICH J1, 2012/PACE: r.J). ROCK CMJI f\.U ~OTH Of (NTRM'C[ . o. UlCAT! 'III'ASHOOT AA.fJ. Al l£AST ~ fiD 1110\1 STCRU QR.l.'t>'S. OPEH PLANVJEW OOCia, WATER 800(5 OR S!EtP SlOPES. W,ISOJT LDCATXI~ ltlliST 9t 2. COII?OST Sfw.L um TH! SIAH[l.IJI'I)S Of TABI..[ 4.2 {J5l-21l~ - OO!/IMROI ]1, 2012/I'ACE 64). RUNOFF SWU 8C OMRT£tl ~OM ROOW'AY TO A SU!Io\81.£ S!Dl\I[HJ REuov.:. SUP S&N(O AS N[C[SWlTiO (HSIJFIE THAT COI>CRQE TRUtk DRIV'ERS 1H1IT PROITC:TION N:ll l.lilO TO IJAS(I1 OR 1AAP 51-W.l PRIOR TO OOUIIN G ROO< OOP.'STAUCTlO"' EfifRA..,'tE. SHAJ..L. BE REOUIIiED fOR TJiiSUTAR't' SEDIII(NT B(RWS lJTILIUI'ROPER.AR£AS. BE REOUIR£D FDA All INSTAllATIONS /tOT LOCATID AT A LOW POIN1. J. CO\IPOST riLT!Ji SOCK 5HA!J. liE PVCm Al [XIS1\I'.I:i lML C!W>E. BQTH ~OS Of THE SOCK S1W.1. BE (Xl[NllEO AT IIAST II f[(T Ui" SLOPE AT 45 OEGRHS TO THE WA!H SOC1< AI..ICH\IENT AS SHCMN [)"! DETA.'l. I.LUII,j!Ai SlOPE L!h'Cili AIKlVE MT SOC:X SHALl NOT Elltm! THA.l SI«::WH .,OUNTMLE BERV SHAI.l BE IHSTAULD WHEAMA OPOOS.:. C'Ul.V[IH P~ IS US ED A.o,!Q b C:ONTAlN RUNOfF ~OP.'STRliCT !p.l; A T!IIPOAA!fl PIT OR BERWEO A.Q[A Br ROUID ENflii(N BEIIW: IN ROADWAY StW.L BE PRIMOm AND IUJM.IJMD IWI.t~lloTD.J COW'N CRADOO Cf' 1HE OH nG'URE 4.2 (l6J-2ll4-«[ SHALl. II£ 5P£CFOTWS OF RfP!X.EO WfTHIN 2~ HOURS or tNSP[CTIOH. .IU£W.TID 0~ L\'SlAI.l WASH PXIt. W..SHING nl[ RCADIWAY OR SWU:Pfo!G lH[ OD"'SIIS S'lll££1 OR ST ~W DiWN STSIDI: COU!CT AUl R£1\JRH ~S TO i ,I.,QJAC(NT 1KM.D PQS[ SNUr IHTO ltOA!WAY OllCIIES, SDrltS. CtA.vtAIS, OR OTHER DIWIW>E CotJAS£S IS MOT AT IIAST 1... '0'£5 BElOW ROIDWAY F POJ«lCD WATER A IWAiiD TO TRAme. AC.GJI:[CJ.Tt: BAS£ SlOCICPU OR 06POSl AS WASTt E'AATHEN !{}tV SHIU BE RetiED. 7. BIODECRAOo\BI.E FLn::R SOOIS SIW..L Bf REPLACID AFTER !i WONlHS; PH(JTOOEGilAilABL[ SOCkS ..IFIER I Yfll/. PCUPROP't't.EHE SOCKS 5Kot.Ll BE KCO'IA8!£. REPL.AC[O ACCCIR!J:p,(j Ttl WMJf'A(TIJR[R'S R[CQWWEN~TrJSS.. 4, Cl.[.l,loj OUT 'll'tO COHTAJNII E"" AR~ IS !Sill fU.1. TO CAPAtnY. DSPOSC S[[)IW(Nl SIWJ. Bi ROI.CMD 1t1EH IT REACHES HALF THE HElGKT Of THE ST~'E. ~(ll OR Q.OGG[O COIEh'TACJOUS 'fl Or HAAOD;EO COS'CR[l[ 6- WASTE ACCO!IQAN.CE WllH AU I~AWT'OSS S~ II[ REPA'RED OR REPI.AC(.Q IW(l)A.T!LT. ! UPON STABUZA~ OF' THE NltJo TTilllJTIRY TO 1HE SOCK. STAll~ StO.lD IE R01CMD Th! 500(. WAl' IE tD1 IN PIKE 1NJ YECUATED ~ ROCK CONSTRUCTION ENTRANCE R£\o!CM!I. ~ lh'E LATIER CASC. THE ll[5H SHAU 8( CIJT OPtH A.~tl lH( Wtii.CH SPROD AS A sot. ~[N'l ""' f'OO STS11)1S OISCI'W'ClHC TO HO 0!1 [\1 SlMACE WATER. A r. IN. TttCK tOIIPOSl lJoY[R 9W..1. 8( S!C\JR!l'f ANOIOilED OS OUTSDE AND MR TOP or STIJ.II[. c:t)ijPO'Sf 5AAU. wrn M S1A.'i00!n IN 114! 4.2 Dr mE 9. SCCKTDIEPI..ACWW>Ioii.IMOi81IOI1KlaoiTHETOE:OfSlDPt. PA DO' O!OSION CDh'TI'OC. WAHIJoi.L COMPOST FILTER SOCK DETAIL 00 NOT US( ~ WAJOll PAVED AOIOk.l.tS ln'IER( PUJj CICNC lti.Y CAUSE li!Nn; tWARtlS. H.T.S

OPJ'ItltoW. r. IN. COVPOST STANDARD CONSTRUCTION DETAIL #4-20 I.Al(RflilloiLYA.'ICrt'JII[D STONE INLET PROTECTION AND BERM - TYPE M INLET

14 BAAS (TYP.) wnoco To H.T.S. THEAf.Q.!SAI>ItiATEACH IHTtRSEtnosorTKEeAAS

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0• R&JIP!P(~ T • COfUl\JC.,TON O£Pn1 Of RISE'R ll=OISCiwrc£PJP[!XA.

TRASH RACK AND ANTI-VORTEX DEVICE DETAIL N.l.S.

UP-SLOPE FACE STAA£:5 SPAC(.Q 0 II' ma•. USE 2"• 2"X 411" (tJ/111 WOOD OR EOUNAI.EHT STW. (U OA T) STA!

A IIOCK flUIR OVlL(l SHAll BE lt.'S'Tof.U!D WHLRE rA:l.ffi( or" SILT rtHCE ~ STRAW BAU BARR IER KAS OCCURit£0 DUE TO CONCEilTRo\1[0 FtO'N . .I.'ICH()R[l) CO~POSl LA'JtR SIW.l. SE USED O'i UPSUJPE fACE N fMJRC 51-W.l HAVE THE WIN: INW PROPE!mE5 AS SHOfrW ~ li8L[ 4.J H0 A."D [\1 WAT!RSil(tlS fA3ffiC WiDTH SHAll BE 42" WIHIGJW STAiltS SIW.l. IE tWWMXIO OR [ot.IYAI..fHT Slm. (U Oil T) STM[S. ~ 15" Sl.PPORT SEOIIoi(HT SHALL BE RE\IOVEO WHEN ACCU.\1\MTlONS REACH 1/J TlfE HDGHT or M DIITlfT STAXE SIW.l. B[ OIWEN 12• W:WtWUW ltiTO USMMBal CROUND

STANDARD CONSTRUCTION DETAIL #4-6 SU fflo'C( SK-\U. at IN'ST"il.!O AT £XImoC 1L'r'R CR.ID[ , BOTH Q.'DS Of' EACii f'U.;c[ SECTION !WotL SE O'TU'DED AT liAST B I'I[T UPSlDPE AT ~5 OECRE£:5 TOM WJN fiNCE .q)Ct,'\100 (fiCUR( ~.1). ROCK FILTER OUTLET t.'tli[S: N.T.S. SE1lii.IEN1 SfW.l BE ROICMD 'II'H(RE ACCUVUL.AnOHs REACH H.IJl THE A!lar'ECROUNO HOCHT Of TH.C llNC£. WEU. 'rt'CnATEO. GRASSY AR£A IWIIM.Jr.l QR.I.!H,.I,G£ AA£A • 1/ '1 ACR(. AA"r SECTION Of SlLT f'INC( ~lCH W.S i£DI UIURif.NED Olf TOHI(O SfW.l. BE fWilEOtAffiY REPIXEO 'II1'TH A ROCK f'lllUl OISCH.IRCE Nl[l PROTEC:TIOH SfW.l NOT e£ RtOI.HREO FOR IIUT ntiBUTNi'f TO 5£DIW[Hl BAS:N OR TRAP. BOIWS 5!-W.l. OIJTlfT (STA...-cw.RD CO!ISTRVCTJON lk"'TA.t I 4-5). HOS( 8( R£:0UIREO FOR HJ. IHSTAUATlONS rlNC[SI".AlLB(R[WMlJN.tiPROi>ERL'I'OISPOS[OorW~NTRIIII./'LWY1A£AISPCRirU.'IEN1LYST&.!JUZEO . 11\'l[l PRCTECTlON SHAU. HOT 8£. REOUIROI FOR I~ TTIIBUTAAT TO S£01WEN'l BASIS OR TllAI'. ~~~5 StW.L 11£ REQUiRED fOil A1..1 IHSTAUATIONS . REINFORCED FILTER FABRIC FENCE (30")

llfl.liD rNITHEN EERW 9WJ. liE WA.'HTA....,.ED LMTIL RGIDII'AY IS 51~. I!OAD ~ 8£Rll SIWJ. Bl N.l.S. w.\ffi'Aif'G UN'Tl ROioO'III'.I.Y 15 PA'w{D . Sll' 1:\'tH II.: PII WU!II ~ ASPHALT &AW StW1 IE WAIHTNN~O ll'o'll ROJtlfiAY SU!fAa RECEM5 niW. t:OioT.

AT A Y:t.'!Wiol, 1)1( rABAtC SIWJ. HA'rt A YN.,lN QWJ IDGlE SlRWhf or 120 LBS, A loll iiiWIJ\I IV'Si ~tf200PSI.A/I()AiotN:II\NTII.AP£IOO.U.TtARS1A£Ht;l'HOr::.OLBS.nLTER&loCSSfW.l.E£ CN'A&I Of' T/W'I'N; JU PAATQ.£5 HOT PASS!~ A NO. 40 S['r{.

tNu:'l n.LTER 8..c5 SIW.l. BE INSPECTtD ON A 'fffXLY BASIS A.'oiO AJ1i.'JI EN."'i RVSOFf EYOIT. fiAC'S 9W..1. BE (W?T!D NID RNSED OR REPlACED WHEN IWI F\JL1 OR WHEN fU7Jf CIPACtTY HAS BrrN REOOC£0 SO M. TO CAIJSL FtClC:ONG OR lfi'PASSH«: tf THE ~. DAIUaD OA ClOCr;[.Q BACS SIW.L BE R(P[J,C[O. A Sl!i'Pl'f SfW.l. BE WJNIA."SED ON SIT[ fOR fiU'LAC[IIEifl Ot !lACS. A1..1 t.t:rO(l) R[PAIRS $K.IU BE INITLAT[D NIIEOIIomY MlU THE lh'SPECIION DISPOSE OF' ACCUVULAITD SEtr.WOO AS 'tEll AS ALL usm SACS WELL ACCORDt.'ICi TO THE F\AN "«1m.

00 N01 USE ON .I.II.JOR PAV[[l RQ.IQWAYS 'lrt(JI( P0H01HC WAY CALIS( w.mc 1WNIDS. lTEST MF:THOD MINIJJU1A STANDARD •• , ._ • 1 101 ~ """· " • IN., ".U• 11 "'· N.l.S. ASTU 60 1.8/IH Ill• I .. • 11 •• Wlfoi.• )"' ~ WAl• It IOoL AVC . WiDE 'I"Dn-t STRENGTH 0 4684 • POSTS SPACED 0 10' IMIC. USE '1 l/'1" DLA.. CALVANIZED OR ALUMINUM POSTS . 20S lB AU APRCifS SlW.1 BE CO~STRUCTED TO THE. OiW(HSXI,\'S SHQW1i. TERii.PW. II',OTHS 5UAI.l OC Ali.AJSTED AS N(C(SSAJh' CRAB TENSILE ASTW D-~6J2 TD WATti! R[C[MN(; OWIS{LS. PUNCTURE ASTM 0 ~BJJ 110 LB HJ. AF'RO.'iS SI-W.1 BE ltiSPECTID AT IL\ST WEOO.Y o\,"1() Nl[R EACH R\HtOfT MHT. u CHAIN UNK TO POST FA.STENERS SPACEO 0 ~~· .t.I.U, USE No . 6 Ga. AI.UWINU.t.l WIR( WULLEN BURST A.STM 0 J786 350 PSI O:SPlAtEORIPRAPWITHL'iTHEAPRONSHA.U.BEREPVoCEOUIW[OIATELY. OR Na. 9 STEEL CAL.VANIZ([) PREFORioiEO CUPS. CliAIN LINK TO TeNSION WIRE fAST[N[RS UV RESISTANCE A.S'N D 4J55 70::::: A90't'E Qlii[NSlONS ARE iii.¥111N REOU:RCD CllltHSIONS. la 10 !I~ CAU.~.,...,..,. {IIOTTOI!I SUII.[Dj SPACED 0 60" IMX. USE No. 13.5 GA. G'-I..VANIZED STEEL WIRE. fABRIC TO CHAIN UNK rtlLl.O'N PLAN fOR AC11.1Al R:P!UP LAl'tlUT AND C!IIIEHS1DNS. WHICH 11ITT OA (J:C([D THE lollNtl.ll.Jt.l REOUIRED. 1-• F'[)ll'fON.fOIS, • I" HOI'Il.ZDJ."'.t.L ...,.0 fASTENERS SPACED 0 2~· .t.IAX . c, TO C. ADS :t RETAINED ASTM 0 051 60 SIEVE I"KIITCAL$1'...C.C 2"•2·~-.ooosu.n A SI.KIABI..[ \lEANS or AC~~ TI~E 8A(; WIHol toLI.CiiiNERY REOUIRI:O rtlll DIS~ PURPOS£:5 SIIAI.l B! PRCMOCD. STANDARD CONSTRUCTION DETAIL# 9-1 (MODIFIED) • e· HOil:aCNT..... :sPJ.CII'C C( ..... ~l)I(IIO>IIIttt.. """"'' nLTEJI &loCS SfW.l BE REPI.ACED Wli[~ THLY B~COIAE 1/2 f1Jll SEOII.I(p(J. SPARE l!ACS Slw.L BE KEPT AVA.V.Bl! rOR fABRIC SHAll HAV( lHE .t.I INI IJU~ PROPERTIES AS Sh'OWIII IN TABLE 4.J. RIP RAP APRON AT PIPE OUTLET WITH FLARED END SECTION OR ENDWALL 1'1..rur~.t.llllUJ01ltC REI'LACBI.DIT or THOSE THAT HAV( f.I.UD OR ARr fll.llil. 81-CS SKAll. BE P!.JIC(I) Q.~ STRAPS TO fAC IUTAIT RC\10\'AI. 1W1An ...... 410 SI.&TS. UNLE'S'S 84GS COil!: WITH llffi"C 5T1W"S AI.READl' AnAC~./ N.T.S. FABRIC WlOTH SHALL BE 42" I.IINIMU'-1.

84GS SIW.l. BE' lOCAITD ~ Yr£U-V(C(l.l1ro {CAASSY) AR(A. oUIO OIS(KJRC! O.'flO STABl.[, EROSEtlN RESISTA.'il ,I.IIU.S. POSTS SHALL BE INSTAI.L£0 USING A POSTHOLE Offill, ~ nilS IS t:OT POSSIBU. A ct:otttr.l.E liHD£Jit.AT\I(Hl MiD rtOW PATH SHAU. 8( PiiOVDrn. lllGS WAY 8£ PlJCm ON f'llttR STOtl E 10 INOif.AS£ OISC!WrCE CAPACITY. 8AC5 S!Wl ~ T 6E l"tAC£0 ON Sl OPES CR£AT[ll TltAH ~X . F05I S!.QP[S CKAIN UNK SKALL Bt CAL.VANIZED NO. 11.5 GA.. STEEL WIRE WITH :Z-1/~- OPEN!NC, NO. 11 CA. CX((rt).1.& 5:t, Cl!'AH ROO: OR Ofll[R Net4 - Q'O!r.BI..E At.'O NO:i-POU.UJlNe II.AltF".AL IH,Y BE PI.AC[D UNIXR THE 8A!;. 10 ALV~INU~ COAT[C STCE'L WlRE IN ACCO~D.A.NCE WITH ASTI.I-Ao-~91, OR GAI.VANIZCC NO. g CA . RECut£ SUlP( ST[(PfiESS. ~ ST£El WIRE TOP .ANQ BOTIO.t.l WITH G'-I..VANIZED NO. t 1 CA. STEEL INTERJoiECIAT£ WIRES . NO. 7 GA.CE TENSION WIRE TO BE IN'SlAI.l£0 HORIZONTAU. Y THR'OUCH HOlES A.T lOP AND BOITOU Of HO OO*'NSLOP£ SEOliENl &.'lf~(R IS R[OUIREO FOil. !.lOST 1:\'STAI..l.&TIONS . COWPOST BERW OR COWF'OST FlLTUI SOCk SHAll CHAIN-liNK fENCE OR' ATTACHED WITH HOG RINGS AT ~ · (LWt.) CENTERS. BE NSlAI..illl BNJI' BAGS LOCATED IN HO OA N WATIRSH(DS, W1THI:'II 50 JU7 or A.Vf RECEN.~ SUf'FACr WATER OR ln'IERf [;RAS~ AR£A IS NOT AVA.VBL[ . SILT fENCE SHALL 8( PLACED AT EXISTING LEVEL C.QAO£. BOTH ENDS OF THE FENCE SHALL BE Sill n: OOENOEO AT lEAST 8 f[[l UPSLOPE AT '15 DECREES TO MAJN BARRIER AI.IGN1o4ENT {FICURE JANIJARY 2!i, 201! Tl'( PUW1' DISC~ HOSE Stw..L II£ I~SER n:D ~TO THE BA(;S IN n£ ~~»~NUl SPECl riED BY THE IIA.\\II",I.CTURCR A.'iO 0 '""___.;>---1-----'~ PLANVJEW 4,1) SCCURI:LY ClAI,IP£0_ A Pl[C:[ or PVC PIPE IS R(C:OIIIIENOEO FOR THI5 PLIFIPOS£. DWC NO !iQIES.: SEOI1o4ENT SHAll BE R[.UOVED WHERE ACCU.t.IUI.ATIONS REACH HALF THE ABOV[CROUNO HEICHl AB12-11~1 THE: PIN?.he RATE SKI.ll. BE 1<>0 CRCAT(R THAN 7)(1 CF'tll OR 1/2 THE w.r ahould uw mvthodl ar.dln ~llftllra, drlwrsionSWo~ln, ~n t.f'fftl Otl•mporw.rypiplng 10 dftd ll'dftN ~ STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES 1. TlwiOdlllllallationa.ho'*ibll~afterCIWI'f~iDI'Irftnll!'ldon•-•k!rllolsii.Mynoc.Uot" ..,.tar 1o tt. W.rk!UI ~edm.n&,..manlfKiililll inckxli'lg Mdiffllnl t.lltll, wdinwnttr.pa, ail aoeb and lor.tl&ytl. TMM Um1.,. M I , Ala~dill~ . ir'E~u~Mgdllari-l(land~•-lua.ttandr.WitladollllinaCI:IIIt'dancaw.tllhaaptRVMUSplan . ACDpyof ,w r.p.lllirl wi:lllol madllmrNdilwty. .tw..n., ll"oe !*n U kl IN dynamic:ruhn Gf ..rttmo..r.g edMtia. Tamporary ~~ ah:IIAd t. p!Kadllllhll md dtha 1Ma~dmrW"9J(Itl"""""tlgnad,•rddat:Mibrh~a~,_,t..a¥tllablalltiNpn:~;.ct••taltlnlla.n.~agaorq w~ z l. ~.a s.e""-nb wiiM m'N!II.cl 11 reqund to Qep U. h~Ee fundiDNI. In aU enu, r•mow O.po~ltJ wvttc--.orprDttDraMI .....ruftonMrtodirec:t&lldi'Mif.lacknw.'"aiNaPfnpNtl~ . ahalt.nct.&dof&lfnmo...d Pram ltM lnPifl«ead'laiPm!IYIInl. e. Topaol~adlortt.~l'fofv.gal:alionWII:I'Istad;lil.cllllhloc:.IIDr(I)-'-GniNplanrna~•JtnlhaamadnMirSI.-'ItD URBI.H lANO (Ugll. Uufi!l) X ~di'lg adcttion. Ptle~~ Inlet prcM!dion lm~diltelt l.p)fllrnU.I!oltion d popmad rtl.b. c:o~hf.w.l\llfldingofal...,.,...aaraasthllanrliiJbaabbilredb'fw,.tltion. EIChUx~lolvlbaprollldedlniN_nr.r.,_.,h e. FN$h g,.o,. aru of prrapowd bl.ilding eddliunand ~ bl.ilcing cmmlr\I:Lirm. plln ...... ~ hiiQIU nl ld u.u.d l5 fM. SIM.. Ilopn WIt. 2H;IV or l\ltllrf. SOIL LIMITATION RESOLUTIONS 9. lnwn.cJe•"ti4X>"~...,_.,..dmmsbrc.npgs.\netU.~flll'a~rat.daf'CISlcnendlorwllimllltpolaion,U.cpenrlorWI 7. Co~l.t.l~ma~pi~,.localionardmtslll8"'pipallaa.lnend ...... ~ttwlM,..,..IthaiJJ"''addition. QJ'1'BANCS CAVE -OSHA STAHtWUJS AND REGUlATIONS MUST BE FOUOIM:OAT AIJ. TIMES TD ENS~ THE SAFETY Of w.JRKEA ClJAING MONITORING INSPECTION AND REPORTING REQUIREMENTS imparranlapprcprtala t.st IT'IIMgaiMI'I practE.rra lo mr.i'nin thl potertiii!Ot an~s.ior! end Wdinwnl pai"'Dn and~ thlloc:al a:lnllrYIIbion Ttm~ a&&l~ plp. 1o pr..../11 uiSIMnllldan-lilrfn>m artar119 tN syao.m. TFIENCHNOAHOEXCAVATJON dilllid .-di« IN ragiD~Wllllrir.ll oliN C.pertrna/11.. Visoal lnseedions CORROSIVE TO OOM:RETEISTEEL • SPECW.. SITE E.ltAMI~TION AJKJ DESIGN MAY BE REQURED; INS TAU. VTIUTlfS ENTlREU WITHN CltiE (CRITICAl STAGE OF CONSTRUCTION (SEE TABlE: CNFCSM PLAN- WSTBE CWERSEEN BY UCI;N$ED 10. AI iall and waata1 W.llla nrmavwd from llw *and nrqdod w dllpllllld of in KI:OiciafCII wlh IN C.partmanr• SGid Wn• TM ~rmilea and eo-~t(•) mlolli •~ ltl..ll'"-'-1 .,, impac1icnlar~ eol'ldui:Wd""llly, and wilf'VI2o4 hoU"'al'ler br.ildW'f ,.,.. ... KINO Of SCI'L OR SOIL LAYER PROFESSIONA.L)) ~II. 2!1 Pl. CoQa 2s:t.tat:Z71.1, andll7.1 •· HCf. Na bl.iklntlll••riall cr Wllln Ill' W~I.Md t:uildr.g INIIIa Nth IN'ISinbil rai~Qn 1-.vMihrv1.91'1o!AU. d1n1tion fA~NIIru:\IDn and l.l"'tii thl nrulptand Kknow'ildg.mwltoofthl Ma,.,..,.,. nvtm.tr. DROt.JGHTY. USE NA.TM VEGETATION 'M-ERE POSSIBLE. SUPPlf.MEHT.-.L IRRJGAT/011 MAY BE N:CESSMY FOR VEGETATION f'.DTDythldll~rur.Norauthorirtdur-,....tionlhlrid.. n.vir~~o~laiteir!Spec:ljgrosandr.-portaahiiYt.eof1111ct.cl'ln• JI1NIN rvofdnr'i1 p""' and kMPIIrvllr sulk! pnrverf. MC!iflllln!. ladtn....ator fn>m•mamct h l}'ll:orlll until roof Is c:of'lltrudolld. ~ . bi.IMd , dumpad,orchd'11rvadattt. a.1.1. ESTAIIUS~ . lonna! prt;Nidod try !he dol»fb'naN, and candidod b'f q1.111lr•d pe~l.lr~oir.d and •.opotrill"£:ad n crmian and 11. AI oft'•-* lnd borrcJIIo area I1IUII N.w'" E&S f*naw-<1 b'fU. b::ai~Mtiondiatril::l orlhor O.petln"olnl fut)o impla!NniM prillt'\0 EASILY EROCIBL.E: • MEOiANICAU.Y COM"A.CT AREAS Of F1U. PLAC£MENT. USE SOD OR ER0510N CONTROL t.ETTING INARU.$ OF STEEP wdiment ~,.,... tc nurtan thllt E&S BMPI and PCSM BMPIIf• ''~ ccf'G1!\Idlld and rnalntlinc!d tc d~"t baing adwat.d. n. cortr.:tor .. nrsponaibla loranwringthlll enyrmlilrblbr'oughl ontila a dunM.formA'~ ltNII t. .... talnadb'(U. lmtallarry nrmaft"lil utiliin . (i.e . wal•. •an;. cunmo.r!Calianri, •lc.) SLOf>E60R~TRATEDFl.OW:S . rNVninpo!UiontaU.watarsllfttkc:c~al!h, A....tlen ra partoluthm.padionWIIIallllplandlndvdlltata propaltf_..,banyM,...roalaha.dbota~or~•Mofan~ ... d~f'ICIIIIU:ql.-w,illlillldoanPild~.o~tca~lnting. FlOODING · POS./TN'E STORM DRAJNo\GE. P\.JollP ALL SEDIMEHT LACEN WATER INTO FllTER BAG OR SEDMEHT TRAP/BASIN. tl. Al~olw.1.rfra"'a"''Mftl:•ra•U.It.done~ngloh~ISnalblldniMpll.n,c'llfund::lturt.d~eda,..• ...... ,. 10. E~:~~nlolralng~~rdlnfrvmOI.bWI,..InprdlntD~cottoptdkln..Piae.Orwlnlfil~oiSionl,undarchk,and,Unlirlg ~ SAJVMTED ZOP£1SEA.SQNA.L HGH WATER TABLE. STORWJATER w.NAGE.I.IEHT SYSTEMS NC) JNF1L TRATION AREAS SHCllJLD mad11 . 1m1alchntlninendd1Kharg. pipa. F1nlah gract. ,..n ttantanand pta,.. ph.lp orprOfJOMd pllf'linp f1l M.cl'mile• Uawnon 13. V•hdatand~NITII'fllllt.rartardllw!fyfiVft"'FD""ildirK1t)oortoP'Oicia. BE SITUATED A8CNE THESE UMITII'G Zet.ES. BMPS SHCXA.O BE DESIGNED WITH A LARGE FOOTPRJHT TO INCREASE CONTACT AREA IN 14. Unlil tt. .. ilatabllmd, alanr., and IIICUna/11 BMPs ~lila tnaW!talnad ptcpa~ . MalnJII\IICII .t.a r.c.~ inlflllctD. of alareliorl end 1. , MlmiNf'1 oiU:a ~.E&.S BW andPC.SM BW", ~marulilln ard ma~,.MUI and ccmpl~ M:1!otll: LAnrhc.apePian SOILS WITH POC.f'.INFlLTR.Ir.TlON PROPERTIES. Mdm.ri BMPiallar •ach l1llOfl' _,.and on • -klr tlafoll , AI ptawntat1¥11nd !'1~1 l'ftli'!faiWta WGr\, irldul:flf'Q dun OIA.IWPI~ • .... (c:RJTlCAl STAGE OF CONSTRUCTION (SEE TABlE ON PCSM P\.AN ·MUST SE OVERSEEN BY UCC:NSED PROFESSIONAL)) HYDRICIHYI:IRJC IICLUSIONS -ITORIIWATER w.NA.GEMENT SYSTEMS JWOIM'ILTR.Ir.TIOH ARf.AS SHOU..O BE .SITUATED ABOVE UMITJIIG 2. tt. dalil,llma, nama and.q,..lln ofU.P~JBQn ~"Iii tho [Mpedkm. raP,.CllrTWN, ~ling. riii'MadirtnBWPIW.I t..~!hp~Mdolntt.m~rnr dllacm.clonhpland~ . sindrtiiiiDrnatiJ.IMgandlltNr_,_,..., • FERTlt.JZlNG, AND SOIL PRfAARA.TlON FOR AD'o'CRSE CONDITIONS II. Mn....t.ir:tlaratat.1Q9SOitedlhllt.tc~rf"lldloiiTinirtUmdeJ:Itlol3loSlnd'lll·ltD\Zindw:aC!ti~IGb·priort.cpbcarnartl>ft3 dr,._'foiGlnnwoadAII"'IVI andlnltlil radr~nener.nar .-. w-011 ~ti"lillftl;lttha,IYIIAI::hor~banllatingahalt.appliildalde:Krib.clthlhapllon.Arasrv~&llf.,itn.dgt~~da.tr+Khwillt. thll.~ AI ..DI,.. ee~cbct.rgatllm.in.rotionan~tat..wllllllllhl Ollpal1menlora"'~dconw,..,.~clilltid . ~w.nwr II'11'1$1Cftll' .t~i::t! wit ~and Sedim.t( Carlln:ll P.sn. nr.lldita!H....., 1 t.lltlllolind n aca.da.nc:a..., IN ltl.biiafiorraped"£11ioM. Th1M .,... rd t.. raadiwalld Tlw NOT n'M11 c:o~ln IN f~ Woi'!!Wilon: !Kilt'f ,.,._, addnl .., 11"111 IDc:a!ion, Gpem.ruiMand adchu. pai'II'J\ wUWI! ~~WIt. &tabiliftd i'l ~nee wilt! ll"oe pemYNnl lllbiliationlpoaclialiDr.. ~r. ~wdproaloiK~dtlmanlfrcmhP~JBQn<-)wt.owilt.r~larop.nrtiDnMCI tf'GUJI.at lancWIOdl. •• sno..n on Erulon and SeOimanl C.otdrral Plan. 27. ~naraatabllcationisdcf...daaa/TI...,._,unlorm,perwvUI1D'Io~-roroltwrpernwn.ntriO::In-wg~~bliooa=-will'ladmaq. malrl-.ra oliN PCSM EIMPri r. ~QZ~F'$N:I.nth 1M •wcwd FICSM Plan, and h rauon lor p.rrnl: ta....n.t.i;>n. '· Ek~ Fftpanrtion ofh proJIDMd s'lflll'otl:ietlllfpiaringf•ld$Ubgndll. CIA, fill, and lrnpot\ lilaa raqvnd. SI.K.o;iart Ia ....,..IQ:>t .. rat..cl•f.....,. OA end R11l::lpa lhal t.apebla dnr:sisZing lllklnr MID llumping, a..tGnt. or.,_rff'll-lb. Llnlilhpemia•"-,_~dwra.n~ITIII'II:ollhaNOl,tl"oepermil!HwillraiT'IIr.rlllfiCII'IIIi~forop.f'ld~ 21. E&S BMPr. V.ltai!'raei'VItDn lhlrid ... Khcdu... llnallrapedion. CoNIIn.dicn an ltlbili:n .... ,..;n"ll C:01'9;n.br or pcdat11.1n wab tlnughoUIII"oe IW~d . 10'ithU.Ie11!'111andc:ordlDM olthll pemolandhappro'IOdE&S •rrdf'CSMpt..,.. ll. Failurli kl ml"r'KKI'f lnltal E&S BMPa, faM~n 1111 pnryanlaollrnant·.., turd!' from laari1g ._ CDIDiludion ..,, f1l tal.., kl lib imiMd•ll 1:Z. lmpantopt.cilendtin.algradllany,.rnaiftng..aa,..,l,.\:lorlc.clllplatiDndtt.r.r.lgrad"''.n.t:.RifVSion~lblllnkalcnaU A:!rrecr;.,. ea.Drlla tHG..._.Ialll.n of E&S BW"I rna'l rllll.dl i-1 adMIIIral..... cMI. ~or oimil'lll pe111.l!ill baing Jmi!\Mdb'(U. Daparti!WIII u 0 ]~1 ~end l)'as!M II ir6a!C!d on pl.an, la/ldst::IJina lnd a~ perTNNniiNdi'lg end l!lllictl uf'llll papal' Yl!gDIJIM CMt II dorf'nadin~802rltt.~niaO..nStre-~.n.et-nS!ru,.~IW~•IrorupflaS10.0IXIplf•'llnddpelll.itft,upk:l asbblishMI.Menr•-'""lllaCCII'IIiderl!dtD ...... adllavwctl\nalab.~iDbionwhani!;hnamin~llliforrn70'1openrnnU.I~ $10,Dalft~UmT~Srr~rP'f'ltln.•ndr..,tDI2!5,co::lr.mbdl,.•norctmllll.lpenai'Jonfarud!W>IJtiort . "' .:DWI'OiolhilrparmaNIIIran--wgaUtiw~r~haO!Iralty~tDraJ.i:ll.acz.lenllild.wt.CIII...... ,,ndsllbwl'la..-d\Jo!'lldlralil::a Sl.lfodoll1tDrasDI.alicllllilend~rrroowrnara . 1J. AtlarfiNitl•sbbitationhlls~Khiawd.,,.,...,.,.~p'Otadillndaoncn . Ainsllhh.riNdclumi_....oltt.BMPa ADDITIONAL EROSION AND SEDIMENT CONTROL PLAN NOTES mLIIlllalllbi!imdr..n-tial:al)o. 1. n.o,_..,,.,.•• ._h\U.appi'O'I'IIdafft.icn•ndw~c.omalplan .. prrap.rlyandc:e"'platl'lrlmp!!,rr.niDd. 2. n..,....~~~orw•a~th:a\an•f'll'llon•nd ..lirnant~lplenhBIIa.nprap~r.cl,eppi'O'I'IIdbot._•ppaprillaCo~bionDoUric:i.anetll 14. R.~c.ct!ll7\.ldionalllraneaaf'llllnltalprilngcnnralign.cl'•ccn.acfrM. beingmp~~J,._...,,,..,.inbincodlorala.oR•rD'Otmdr.lpoilandbc'rr-al'lla,~ofU.IrlcaliDn. ·~ 3. All~ dMdimmt ladllnwallrW.I b.!Mlugh aiOdft/11 C0'1hJ BMP, MDI as a p.mped wat•fftar bag diKNt;ing -noi'Hilllll'twcl' ara1. 4. Tlw COI'hdot laetMI.d lD taea:.on. ._fDllflvtfariil.rwthlhl ~larll aflhiiAJIPII"'M ""· Ervsior\CAIIII'tll RI!Wiaf'IIIRagul;a!irlns, TO. S, Pattt . ~oiE~~ . SuilplnC,P'rctadionofNIU.IRII~Aibl:lallt,Wl_.Ralourt. , OIIpt.,IO:Z.Eroalon CoNd. DETENTION BASIN CONSTRUCTION SEQUENCE: :!. CW.,MIIed ...... N:a-'lbllpel'!t>ba41oprvwidaiQ:>tUktiPIIMdirMnl.tw..U.andcl;...ra.bnt.nnlorglllltngand~bornlrwlo conatrudhMM.IPt.. 1. Ueavat.pR~poMd~bninareaa••..,_led.,tMPCS .. Aan. 1. ElmMin llld~ntBMPa mu:lllla c:ollltn.dad, sbbilimd. endf'wnc:tiDnal._,11111 .a. ~N:I t.gjrw 'fl'iihrrlhl Oit..a:~rreraat oflhou :z . lnltalsaor.t...... 3. lna1aldetlf'ltion~send~Dnalr~alaoiaU!rosendt..dfofwthf57s.loN, 7. .An.rhiiAIIOWbtlll'l hn baena~d. t.lnp<>lll)'llln.Vn MCI Mdirnanl. 8MP cortr•must t.. ram:~llecl. A/1111 cii~Ubadclumg r-.1 4. IIIStalf"tarfabriccntDpoofl1oM. ooftt. BUPI mut~ t. sW~.lmd mmacr•• .,.. S. P\a~:~~~ and ~mped. slana t.ekfillo lha propoHd ftakl aedion boaam etcw.tio;lnl. e. P.rmiOrnendCDillmlill... a,.~frw•~lhltatan:Nd~~..,.f1911~1orfll•aignproper I . Continuorwthtll'ff•td~ltiborl. ~flltt.BWPIIOanlifiedi'liNP'CSMpll'npiortDChor~olhNOTfvrlhiaperrnt. Tlwkaraed~l.r.ICI!Irtifylhll IPIIEJMPaldanlilltlad~hpllfl~bft.nn..taladn~•h•pprwwcfp.n_tt.INfttaniMUiidi.~Gf!i"oef'C.S.,_EJMPa~ m~n.,.,_ ,..._ra c:.ncalnad ...tltWI U. •PJIIV"WCC PCSM pllfl ~ Ill lllllow.d and l'alt.rnl 111 ,.."""" 'fl1lh lhl n.t.l"-lilln ~ .. a violalGnolll'lil.pef'IIIC,IhaCtcanStnlanw.~.andtNCtcanW."'rAd.. ol'I-ERM.CPs lt. s.r...rirnnat.,.,,_dfi'Difi~OI'IPiwalar"ftlllt~an.r•achi'W"'IIt'l-111. RAIN GARDEN CONSTRUCTION SEQUENCE: 10. ~lllrurn~.'Y1bl*ranr.eaahouldt.fnllrtainec:f.Onbull'tre,durl"''l,t.Oddn:ruftg~ ...a ... tion,and~n:tftl:ahoutdt.. 1. Rcughgnrda tcwittmoN (l)foCIIafh finaltlir'wW\Dndtt. i'!larfar;abnManh prgpoMdlubg,.O,.al"lllthabiorrtlntiDn mimrrlz..::I.ActiYitinaudlaltac:kir'glogl;,burringduradt:nah,di:lctllrghgralnwat.rfrviTitnlnt'-,~pipalll;1.ioro~..nrflllrr,.end p.lf.i'lgaoil. E.aonllci•~Et~IMI u. ~oofP.ntinQIln8W"'W.IIIad~dllt"'ftla~Kit.apearaaaoL.Caidllcl...,t.!Dpn,-o.l'1ltl,f\oodplii ..,Otdll~-ln•nd $. f'\anl:pro,!IIMoll:dllndlcapir~nar. T_,-c:r-trandlha 0\lpMrllc:ln.r~ .. WNF. MF. Z. Sa.ri)oJubprada. 11. n._,..,IIIWfJIOI'IItiafloriPIIIIIng~Ptr~~o,.rat'-nand~ · oflha&MPs . 3.PIII~~Itklp5oil lt. Uplln~llt'-rnp;MVfcanlliDnoofh ._,dllll.lbanc:a.v.ir't,IPIIprojaQU.ah.lit.lrTJm.dilllllfllliDizwdr.KCOrc:t.f'allilt!h -4, Seadllld~ . -ncSit.illm conbNdi-1 h Elmlonaf'lll S.riiNnl F'1*.aian Corbai.MIII.W (ELSMana), Ccmmonwulh ofP.msytranla, O.pe/DI"II/11 d E~IProtlldio;on No. 35J.:Z!.)4.0CII, Mwd'I2'0'1Z, l&lllllndadlf'lll ..lad. El'tllionMCI Sadm.lll Conb'oiBMP. WI b. mpla-flllrd end-illa"--l.l'ltil pell'tiiiWt lb.biU:aliDn ia ~and PCSM BMPiaN ..,..tad. 20. lfU.sillllwillrwadlaftopOt'IOfe.. por'lnwtan.lfrvmlhaMe,thl~ifylotperftlrrni'o;'E~nCIIIOu.OiigiiCII'af'lll~.rmlrrionol 'OaanFWd,...wthtlwc:ol'll.nrdDr.

Clew!F'•ircW...:In : II'JCiriamnn.cl.,..,._..,uUM.,~.ftut,soli:lmaarlal n.t~~m~~ssol.ndt,..,.,rlfldoad ~lii:Mduptlal,-prid:.llladl.ar--.c.~ ClDfl'lll\lttionllldltlndirillnaaM!i.s'lhltla~lahmol!.rwallllallldla ~ata.di . Tlwlllmldonrvl&ftdlidiiT'IIIIflaiapbcar.orOfllhi'WI.,.olhCo.,.__a.W~~rwiu•~ . (Tha 111"" \aad...,_r-.. rdr.a.di rnillrd•lt'Ml e~r ...,_.thai IIIIa been ~Mdlcr ,..liM), O.anMahc»dbotaaplorra•auoofl~..,a.tai'CII:Iilma•,_JtarhGadb'fa.PIOtraluMIIII.,.U..IItdaubslaN:a1oii~W..II TREE PROTECTION FENCE DETAIL du.nM~._Iil'1lirclt,.....lthlthariii!M1erilllcerur..CDI"'I::rrhlil:llralolrwgW:I..c!lut.bf'll:fttlllllnrllaV.hrn.ir:llltrllil~mitai'l Tabla A'·1• and A'-1bll:ll.fti In tl"oe Dapaftmet'C'spcicy"'MI,.aai!WIII oii'F.

hPtpariOII~dunf•II'IIINit.na"-dHlf1thlapiOt,.._Mola...._...llcl~tnUII...,.fvrFP.cxt\111Uftfythaorigirloflta MIT'IIti.ralandtha,...oftt.a,..¥.icllla*'l!toqwWyiPII,..•rilllaJc.laanOI . fGI'IIIA'~tllldltlal'lita"-db'fh_._oofU.prapany twaftoingiPIIM. AC119'1oiF-FP'.OOiant.'-'dltlhlarrdol ..... n.tn.dions.

E~Mnlnmei'IIIIJ Dua D'liglarce: Tha aFJPkanl ITIUII periD"" EIIWRnmlntal Dua Dtiv-f'CIIo ~ l fie,. m.!arials aNOCI!IIad wUih prvjadqwr#(aO..n,..~ltl.-O:iptnc.•dllrr.da:t:"""i;atNatedri:jiiQ,Irduling,IL'Inellimllad II:I,Yilialp-1:1perty ~.elKirvric:daLIIIaw-tdln,,...... olfii'GI!liiii'Y~.rr.oiatl'ofpraparty,..hiltot'f,5allbomnl.lpl,arrWormal'lll .-stionnara, hrud:iorl K~MrW,Iflll~llllling, -nrwnent.la-1111 or allli!s.Ana~l'"*'l Ia r10::11 raquiradas a pat! Ill Dill OJilget'celi'llasW....Ir..c:-t0narwfrw,.....dpe.landU1cllt.propel'f)'~nlhl\thafiiiM)'PII ... t.... ~lldiDII.,tlGI,.._ olata~aut.laroc:. . WIPIIf.,...,hll'llllbHnal'ltciadbotaspilor""'aMofa~aubata,...,IIMIIIblllona.diDOal~lfl qwll'.,atc.lranfJI . T•stirQ~t..p«formMirl•a::ordanCIIIwilhAppandkAollheO.~p.ky'" ...... mor&offtr.

F•-""'lthalcbas retq.ally" O.an F'•aR..-IaO ~ ~lild r. ii..Uindmllllt. rn.vgadr. acc:.ordMCII wth IPII O.p.ltmml'a ~lilt' l'elidl.lll wute ragU.II.iDnallaMd on 2'5 Pl. Coa. O.~M'I 217 Rllsiltual WaDI Mlnllaai!WIII or :Z71 MunicipaiWuta Man•garN/11, ~itapPC:abla . TlwM~tioraanraYitablacNN.Idwwwp!C!d!.c»fft . 7'b'TE oWfJNtt' 21ii. 2DIS OWC NO ABIZ-1152 JOB NO. 24509 SHffi NO , 9 Of 16 EXISTING FEATURES LEGEND I o 1> ,.,_, IRON PIP£ Fc:uc:J c~r..- ~ Foutc:l \ FEHC< ~ -11--11- CMI&£AD"""' \ _,.,. \ .... GAS YA.LVE ·Oll­'f W.,TERYA.LYE ' SANITARr a..EANJUTS ' -o""' """"'""'-' " 'C1 e R!HYDW

~ ...... · ...... _ - - ~w- - WATERI.WN --ws----·-- ...... WATEASERVIa: --t -- LNJERCRCl.Nlfl£CTRIC - - - ' --- c:ow.LNCAn ONSUNE -'-'T--~T- LATfRAI.. !i! --oo--- - ;.JI- - CON'TOUl""""''"'" "-"L'NC IUUJN: $ETBAOt UNE IIOI.NO'.R1' ------EXISTlNGfbCHT-OF·WAY - -- - ZONN: UIE lta.NO PALIIOI..N),AA't NO][, 5/mfEO /[17 DENOITS""""'" [ XISllNG FEATURES PROPOSED FEATURES LEGEND USGS QUADRANGLE COHCRET£..,..,....,. FRANKFORD, PA EJRS:nONS Ttl Srrt (FROM PA Tl.rN"IICE): TAKE UIT :DI TO UIEitG£ ONTO PA-3DI&IS TCliWNIJ PtflADELPtiA.. T\.RN LUT DHTD GRE£HNOOD AVE. 1\.IRN RICHT ONTO PA-ll f.OIJROi Alil'oD. T\.RN LEFT DHTD WASJotNDTDN INE. TAICE A SU0HT RIGHT TO STAY DH WASHNOTDN lN\IE,$ITE MJ. BE ON TH£ 8AU. STOP hET ""' IOCHT(!iPS~TDNLNE. .ENCIN'TtMN, PA t _,.., -$-S! UCHTST...,.,., WATER QUAU TY COMPLIANCE FOR NITRATES --~~-- <lRiiiiSEWW:A FT'MI•r-m-pN...,..,.OI•NcaliDoUI'Tr;Jiii!P...... OIKCDIIIOAin} ...IPAGf'OaEOwmi.TMI I TCia-.U b --328-- "'"""'"' ...u.&GUODIT PUUI, TMDI TK1 WATDI Ou.o.un' IIIQUIII.u.wf Hill l fYitiTI" AOIIE\Im !·. • • · I CODETE S10EWALK BMP INTENT Rl!l """'ROCF'DfW N PROPOS£[) IULD'/'GS N4l PARKING ARE. Loc::AT£0 --w-- W'.TfRUIIE. TOWA.RDS n£ CENTER c:# SITE LnVINC THE PERIIoETER --I'S-- AR£s

----.- UM T OFDfS~ ~ PAOTfCTIVTIIJz:E POA1lON5 OF iHE SfTE DWNS TO Nol E.liSTWG RESTORED JECCHIWfr MF IA~ ~~~E ~~==~lHS PAMRNWU. Sf

NnE: lEE PU.'IVEWC. I'CSTCCifoi!TIU:TDIIJCIMU.t!R ..TMI:RJfll N..llaRBJLDCAl'IQfraiCiffiiOS*YOim.N c; / u ...., ~ "' . ci ~ ~ ~ / ' • w~ ~ ~ ~oN~ CRITICAL STAGES OF CONSTRUCTION ~~::>"'-~E :il "" ~ o ITEM RESPONSJBLE PARrt' RECOMMEMlEDOVIRSIGI-n "S , , i w \ll ::t l.: 8 T AELD DET'E"""'"""HTlON BASI N COHTRACTOA Sto..lD SI.JF'f'\,V AS-8ULT [LEVAn ONS Of BASIN3 NoD OI.Jtl.ET STJU:TIJRES TOl c::MNSHP 84SIN ELEVA~ SfTE CCINSlJV,CTOR 0 xi, ~ ~ l ~ ----~~ ~~ N/F --- AHJ PROPOSED BASIN Eh~G'NEER ND PROJECT EN:!PE ER TO VfJOF't E1EVA110N5 AiC VQ.LA.IES PRIOR TO FINAL COfMRS.ION. J: ~ ltJ . ll'l ~ ~ 1 WrNOr ! . BROW/J£11 RESPONSIBlE PARTY SHOUlD OVERSEE SOIL AMEN:lMEHT AND PREPARATlOHOF n£ DETEHnON 8ASI'il BOTTtM$, Ill 8 i!i~g

TOPSal iS hOT TO Sf COMPIICTED. flESPONSIBL£ PAATT SN1tD I.IONTOA f"ROGRE&S ON P\ACElENf OF TOPSOIL CCN'1llACTOA 51-WJ.. U$E CNtE 'M£N PU.QN; ltlf'SOILIN ORDER Ttl A\IQD COMPACTION Of TCPSOfl lAHOSCAP£ AU.. PROPOSED LA'Mill NoD SUBSOD... PROJECT ENGINEER. TtMNSHP £NGit-£fJ\, OR LOCAL CONSERVA TION CISTRICTRESVlVE tt£ RIGHT TOPSOIL R£5TOR.Al'IDN CXINSU.TN(f OR C\l1t. -- -;-- - - TD P£RFOAM SOL. ANALYSIS C# TOPSOI.OA AME1«:1ED SOL. OR REOUEST SOL AN.IL.~I RESU..T!i, AJIW.'f'&a: ...... ~ RESl.LTS MAY BE USED TO VERIFY TOP$CIUAMEN:IED SOL PAOPERTIES N.:J TtlloWCE. ~TlONS C111 j 0..< SEED MtXTURES, PL.AHnNCS, FEA'TlUZEA. ETC. IL f! N/F. . z .; AlJID{T l/JIJ£N.- . w'" ~ ..J 1- POST CONSTRUCTION STORMWATER BMP'S PEA PNJ!UI • Mlof. Rf~ 10- 0 /2-00J ::E z S£CT1CN($) 0 ::::> 5ITE Loc:.AnDN' PARCEL. NO<>CfREai'ONSlBl£ w .... TTPEC# SIP (SEE NTRATICJN R!:C'Dir!IW.IICJED 0P£RA'nCN loWNTENot.NCE PROCEIJILRES FOA E.AOi BMP ~ M..IMBEROF iHEBIW I'ORTHEBMP Cl :s 0 0 . COMPUANCE TABlE) cc 0 I u IN.£15 SK)l.lD BE INSP£CTED AKl a.£NEO AT LEAST Tv.o TilE$ PEA '!'EAR & AFTER l.NJIERPROPOSED z RUNOFF EYEHT8. INSPECT THE BASIN AFTER RIJIIDFf EYEHTS NDIM.IC!. SLRE lHAT () , ur«RGRRUNl D£ID- ~- AI..NlFF DfWNS DCIWNW THN 72 HOLRS. ADIO\IE ACCI.M..I.ATED $EDMENT FROM ~ It rn """""""'""""" M.SIN Ali. REOURE.O. "'LoJ "'""" """""""'"ElD a: ~ ::1: 8£CS SHCU..D BE INSPECTED AT LEAST TWO TlMES PER YEAR & AFTER RUNOff" AOW:nMMtM!dsarid. ThiNOT""""c:ortalntholfllllow"vi'lfbmlltion:bi:DyiWIM,....,_,_,Iec:alliort,openkw, r111N IIftd.cl"*--, J TOTAL roBE lliSTURBEO•!UACRD J PD1iiCCiniiNiiilitiSiDmwlt.r r.AII~rtAIIIII, InU.•vacct~.,..;cnw.u.tio~Of!MI~~BMPdnlan,U.OwNr baddJingwilt.MIAOI'IbinedlndMJII.ra\lfltlniC'II ... Inll~ll'ld ... rn.tontion MEA Pl""'lll.l'llber,i:MrUic:lllbn •ndP"'ttofl~rthmthlipilrsoro(•JYofto wilbe~ lot ..lltlon lndiNI.... ~of hF'C:StroteMPt l . ~....,....,.,_.lionii131A1diJt"lullh stMM~c:otDd .. T-"'p f.nglrw.r, Prv)fdE~.«UCCOJof guid:lra ta 1di:lnsh ,._.,., lrtteall'd~t>c:e-..ithh~PCSMP'In,lllfttwi'HMIIIor~wmlntlillai'I. I.HiiU.~t.lrwc:eNedwrtlanl~l'lllclhNDT. lnd~op.alionr . lhlllrt.rc:.•dM!t.l l.ltallt.h ~fll thol 1 .UIOiezaYIItiMI'fnrm,_hnc:hwilt..-..en huptll.-crtthlhrdl. IN pMrit~Hwilr.mAin~frKopenlq al"'d ,...n.Wng 11 EI.S BloiPII • ttdPCStiBMPI Dl'lh pn~jl:ctMI11'1dwl: t. n111~1Df~ -plrJDI'II3-.audludftlllrt~tignlo~llinlm oc:cwri'acllll'l h P"'Jedd• . d ahded .u'b!CM, dran.g. ~ 11'1d _ ._, 4.. ~~ tr.l'ldl •.antionahii"G[[hclpiplpl-cen.l'lll., pluglr'llllllllilwl, •ndbldi'*"D SITE DRAJNS TO THE A TRIBUTARY TO THE TACONY CREEK =-~~:.::~~:~~~:====~:=.:=-.=-~tw;::-rr:==wll aH.nn, o,... , ,.:~...,., 1nd \o repM any d.arr-g. thllr::an-~lrttt.-a.r, t.NWN!d~mu.-.:kot,._.~~·rwn . n.p~ron-~-wil~r!WWNtytaltn ~,.,III'Ce. llldlheM Completion Certificate and Final Plant CHAPTER ll STORMWATER CLASSIACAnoN . WWF, MF !l WIW.tM:tl •c:c:wn&AIIilalnlteop.ntrlndlwilt.~I)'~IJt ~._._ IIIITipll,.,llwmallmp.CDwl .. WIINnJOdloytll'll r hcarn~olulth~rc.~~bt~p.mll..lndudngh~l"'lrtlb.baa-.crth..-al'ldpogper lilrlhd~Jt~.tsturt.I'EIIwN_,~.nd~arNln.dioi'!Malinefyblsiion...... ~~"'· P'f- pliKI!Nrt andiOf t.dlfol~.,.._. W..,..,._.linlmh trllllc:tl WI._ ~ lndln.tlor! ofPCSM 8MP'I n U~:DrU&rqwitht.I~PCSM Plln, or ~.,on...... ,.l!lh NOT IIOOIW, IN pwrnllM W\al<wtl\h 4. Al•rmlar! • nd....,.....lion ;oiCnii....C..Io._ lrt ~ l ftlndiclfldrric:l . MW~II~ , h l-'h~ltll ...rp&rdp!pft:_. twt...,_ .. Klal,_. .... (nlllhrw.ltllm.I':"'!Wfnwrr hlolw •~rt...riUihorind gjraerwf.i:ll'ldlstridlltiMmel'lll~by•b~d~laoldbr'h,.,..._~ht-'.PtnbMrt~ pllapri!Hioi"' ..... ~Kiiwly. MONTGOMERY COUNTY CONSERVATION DISTRICT SHN.l. • . On h*rfolowing pipl~c:.rr.rt..tlrlldl~ . hdielwtled _ ..... gradaod THE BE ~~~~k:Mw~mpll'llta.n)d ... compo,_. .... ll'llptnl~ ta ltelft'lll.alMPty. PRI....-~pJI" Itcl ., acz:onma 1rl'ill U. Ierma 1nd conddol"'l afthil petml t nd U. a~ E&SINI PCSW Pllrll. .,,.,c:Dt!DLnllld~lb.bilibd. NOTIFJEO OF THE DATE OF THE PRE..CONSTRUC:nON MEE'nNG --~....oaJibdtll~bl'lh~MI'fllc:a-....and ..e.ltt. -•rllal'lbWIIJIIII.ufiCI-IIIrw. «~WIIIIH ~------~rncruRF~E~------~~

P.llECAST TOP SL'S VN'l' (0.12 so. ,.._Sl£0. RU~/Fl/ 0CH WA'f ~E~ EL.EV. 301.00

IM..fTBCI ill OET.&:lS rOR DlWE!lSTU\'S TRENCH DRAIN RAIUNG 6" WIDE GRATE 3" CONCRffi COUAR SECTION VIEW OF STORM MANHOLE !JQJCi 1. IWIHCI.t CA571~ AAO CMF!S SIWl ~OIU.t TO PENNffiVAA~ CONCRffi CURB OEPA1nloi~NI Of ~SPORTAT!ON F'\191XATION 72 A.~O ~oa. LJ,TrST RrVISrtWS. 2. ~·HOL[ C~ S\Wl HA'!t 1HE WQRO "STOFII.I' US! IN TWO (2") ISOMETRIC VIEW OF STORM MANHOLE INOl HICH t£TT!RS ON HIE TOP Of THE CC'itR. STORM MANHOLE "" TURF FIELD Wffi-1 TFIACK SECTION 0 .UIOFifLO

N g gI &:UXA:IMTIIOOit!fOIU!i[ ~ ~ N:t¢ CO'CIII1[ c:. IMSO«<' cl ~ I OU.XIQM1l0'1..:) I ~ IC'IQJ WI !;a&.'t i ;!i ~ I """C"\CI ~ :i! ...... ~ 8 ~ ,-•- § ~ ~

IS{e"ClR. AlEIIDS 0<"' Llrr-~-·,.. 111~· Er • ~~ wVJU OJ [ ,1-r 1 ~· Lei zwz l&J- j{_,_,,,...... ,...,.,. :t z- VI O~ffi~~ omw uz" =a:~J 2 1/ 2' loo g~~6~ u a=>"' !z w,a::::::~:x 5lltnlll ( Er t-o[5 ""~""' 1 1/ 2" :;~-, ELEVATION VIEW SIDE VIEW 10' ,. ,,.. ...ml :!5" ~ NTS OUTLET STRUCTURE DETAIL --ms­ BAR AND ROO SP'ACING 4' TYPE 'M' INLET DETAIL 261/2" DETAIL SE~A-A' ~ NTS 4' TYPE 'C' INLET DETAIL {lYP) ,''',· ',~ (TYP l ~ SECTION D-0 ~•L 1. W[lO STRUCTURAL ST[[l._ CRATES IN -'CCOROM'C( WITH THE REC LI!R[t.I ENT'S Of" P\.IOUCATICN <101!. SECTION !IC!i.OJ(R). WELDING SHOPS AAE NOT A[OI.JIIED TO B( ~ ,I..U[RIC»> INSTrTVT£ Of 5T£[L COP.~!A VCT I O~ (AISC) CUUifiW. \.~'· --,I=r--.:....:C'-='----,r• 2 PRCMOC TRAvtRSE RODS , o.tEfliNC THI: AEOU:.IIHIOOS or MSifT0-~17 OR W?ZS, GAAIJ[ 70, 71 OR 80, nuSH WllH CAATt. SURFACE . Pf>{()P[HNC CJJfS:l(~~lA) I~ rKZ• 2~ I loW nP.--, a J. PIIQ~OE BIC'«:IL SAl'( CRATES , 5111\JCTUilAL Sl[[L fOR IN5TA~.UTION WHERE BC'I'ClL MSit( r...a:- 2a·• w.u 3' _, 1/~· g··-··~ . TIW'TIC IS .t.HTlCIPAITO. SUCH AS CURB£0 ROADWA'I'"S, ~ URIJN>I AReAS OR OR ,..... -~ R04ti'WAY1 SPEC:Ifie'LLY ESToiBUSH£0 AND SICNEO AS 81-EWAY"S OR ~"'iNC 811([ 1..,.\N[S ~ I 4. INSTAll STRUCTURAl.. STEU CRAfts W/T'H THE CRATE SPAC(RS LOC.o,TtO flUSH AlONG U mu Tlol[ TOP SURFACE Of THE CRAT(. :...

5. rASIIICAT[ SLCTS Bl' BURNINC . DRILUtC:, SHf.A.IIING OR PUNCHlNC fil.'o'E' 1l4[ SCTTCU Or AU. BUR/liED OR ORtU.[D 5LDTS CON r CRt.l TO THE 51-W'E Of lH( RODS . u~ . 0 BICYCLE SAFE GRATE I "' "" ~I I,II'IIIA.I PLAN VIEW omct r.u rt'I'P.) NlS ~

1. ~ KCIIOFU to OCt~["""""" nc lltUJftWUo'l'J 17 P'laLoTO< -o1. I. "-'C(~worotoii..III:I'UC T.C:II;~~tlf,..a..:.orot-. lll:lOO ~o:rGI114 l:IQ11t1 i POIU.I'("1~UITVA~'TI'1M'I!Jocm.t' ltl nc tiC:IoCI:'I ~ IIUO""""- ro ncllllCT,.., t:UI .....:u.n ..n CO'Cl %"'UD l'f4 -OCT\IlO LlfiD•IUtl.Ln't u ShOU.. l't)lloniDL r1111 auDW n Lll'flt<. ,...... ,.11' • J 1 · ~ S>o>­ 7 rM""'~lNIWIO.Wlt'. lll(w:&:;IRDTI"'':IN.I'TICI. ftl'ftC...... UIII"~-WJtltAI.ltll!(U(SMOJm'IOIO-fli'O ~ ....., ~ 111( a.-n "" tt..W tH. rtlll IWUJT IOn1 '" , ~·:. ~IJOIC:DI- .. -·~c• OJ:W't.,,.~"Y:• IOCIOif1llfn'l:l J ~l'\.liOWI'll'oiCTICIClYO~~"""'rnou·rur.r ~lt~JT-"'01119T~~'ll

N.l'l) n.or a= n< """""""' ~- !""'1.1.1:1.~ • !.1'[011. CVAL .oH~ ==~~ltl~~"N.!'IS"*lt:lw.:JI~I'tnll Ul lll'.fliCICl 'MI.r"'': ,..,, loQICUTI< ~ ...-.c; crNillliX'IO< .o;n o:5 ..:ouRm.

~ l«..lt'I'{CJII,PU,'"-\NICAIIll,.m!TII(K.CIIIm!ltoi~IOC"...... uT~C oi , P'IO'J:II:~TIT!TlD.IO.S[DI;H~~OOClltiiC)CA!i[US! f\QIIIOMitQI)I[C\IIUT,_,"[_ <"WEll - C.U .,'llJ. to" "'1D I'm~ {CCII .,'/L-r, • II'Wl, (1101 ... . PRECAST INLET BOXES

w.NHCL£ RIN 301.62

-lOOYR. WS orv. 11>4..2~

= : ! :=:. L~~~ =: .!=:! • .\!::':'2::~=~=-"';:='--'f::=:-7-':::::',-~ I .= i =- TE JANUART26,2C18 OWG NO AB12-11S4 JOB NO. SECTION THRU PROPOSED STORM PIPE I TRENCH sEcnoN A - A 24509 NOTE: SEE TRENCH RESTORATION OE:TAll FOR PERVIOUS AREAS. OUUET STRUCTURE H.T.S. SHEET NO. 11 OF 16 l!1l!L =- mll<.ML 4 :::~ .... :~::~ SEQUENCE OF CONSTRUCTION r.-r_,.. GENEJU.l NOTES: r.. r- ~~~ 1. TN conltadoflltD,..,..,..thl T~NtdT__,..E,..U.«4tlolmptb1Dtbtl.alc:ombudioft 2. AJI-W~IIllm-'cln•-"'aiM~thmugfll~lfyt&YtteodHdiment~rbag , :J. C.U..IIon Df••~ Jdiwftyllll' o4 d.}'lllll' ~~ rtqtirnWmp;.r.ry 'lltbliutilln 4. n. CGrtr.dorahouldll.. PM!.Nim tud!•s-t.rt-1"1, d~ -.In, ciMn.iDI'I t.rrm1 Olla~I"I"J' piprQtoOfvd MdirN,..IIod.n -,-s...."'"" ...... ,...... nMrtrdi .. CidjloMof..,.,._..,~ lf.t- lla.2 io ...a.~~~o,... f ...... _... llooNtciAINrllf- 4 ....,_ SI"W'f< RIP TEETM ON REAR OR TRACK tu.Oi!NE. wn.rt~:~llwvarlouswdi'Mntrm>~~.,.lb.c:iilln~ngMdlrrMf'llbQi,.,loOifitMnllnrop~,a.il.ac;blndPIII'ata.p.Tt.MitiT'IIInllna!. EXISTlNCl TREE ROOTS. SP.&Cf. RIP CHMN.:LS 1T lho..nonllw plan"'-1Dl~t:tyr.mlcnaluniQINI1hnocMI'Qtc:fiytiel . Ttr'J'90111')'choa~ion~..ica•lhould t. po:~...,dtllhlardolh ~~: ... ~...... , .... ktllll~lhillpleia~ ...... ,.~ Y 8E OONE. Willi ROT011UEA. DSK~ROW. ~ -rk-•k. or pri<;lriD l'lir'lhll•venb In 11nilrtll dr.ct.Mdmlnt llcMnw.,wta thlapp-apri.ta bl;i!Un. ~ ...... ~~u.:.., ...... n,...... ~~...... ,. OROn-ERSI..ITABl.E EQUP\.ENTOR 5. T_,.INp ptrmll.cl d•rnaltion ml'fCCimrnti'IOII ~ iuUOI~ ollt. p.rmla. ~-. !'11;1 tti'U10M.itt.~ (fi!Urld.lltion 1011'1:111111, llwkh-•rl .. tma,h ...... ,...,.,....,. .. ~ ...... w-o~...... -..-~Wid U'Untion, aE.) nwyrool occ~ untildrownl.trum .,a&~on cof'IC1tlb 11"1 in P'ICII ~;:J!_OD,.,...... 1tO,..,... rll'l01. n JeD,...- M lt10),., --..- IMft ....,.. W.h _. .... !ial RESlOAATIOH MAJNTENANCE:: 8. AU.. EARTH OIST\JRBAACE ACTMnES SHM! PROCEED IN ACCORONCE Wlli Tt-£ FOU.OW.N:i SEOlENCE. EAOI WATER GRASS AS NEEOf:DFOR 111G0R0U5 t-EALTH. APP\.'1' Aa:liTIONAl.. COMPOST AS STAGE SHALl. 8E COMP\.El'ED IEFOAE AH'J FOU.OW.N:i STAGE JS !MllATED. C.EAR! NO ~0 GR\..88INCi SHALL BE ltW--..IIUdl.tll'-fw ... ota,..lfliiN,....n. NEEOED FOR NOURLSHMCNT. AVOID CONMERCW. FERTILIZER AHJ PESTIC!CE.:S. Ut.ITEOTO ONLY 1l-40SE AREAS OE.SCRIBEO IN EAOiSTAGE. r.. ~..t....., w- n~ooqwN...,...... ,. ~ ,.,-.. 111 ..-lot~ .... n ~ ...,.) ...... ,, tlnllof'l p.,..r cWDt"' IF lACK OFVCGETATNE GROWTH IS ENCDI..HI'EREO, CONSlA..T A DE.S!G"" PROFESS!c:;)W.L SEQUENCE CGYM ADDITION): =..."""::::....,.~·---=-~~'::::-=.n.an~..=..,":m~~~u. TO PRE.PARE A CORRECTM ACTION f"LAN 1. AI ~ut 7 d.JII t.for• Ita~ •nr aartn rT'CI¥41'Q dllll.l'bll~ lld.Pritin,lha opar•lor '"-'-Q ~Yh all ='lin! tUn. lnii'DMid in .:::. ~.. :::::.t1E~(::: ::.:.,";!:. ~}...... ,.... ~ Pt..tL llo ...,...... -r..t ~ ...... pHSET\\o£EN.5,.S..e3 3 UaM adioritin, !hoi .. rw:lcrlronlt. al IWOPfl.lt.d m161~1 olfieill:l, U. anaa.lon and Mdirnanl c:o:>mn~l plan pro,_r.-, al'dthl Morltgom.ry AT LEAST SO. ORGANICS ~GEOmcTILE No ...... _.,.....,. .. ,...... ,_ till ... •Willi• o,al. CG!ri)'Com-rvrion OiAic:l to'" orHU ~ling.~. 11 ...113 d.lrr bofor. sr.rt,. rurr unh c'm.rtant.e adiv~ils, •I mntr:.l:lon SE<:llON Y-Y ~gl*f'~krW~ nwfrrn.d i1 ,_ adivtin ahal1111tifytt. Pw~rM ON C.l!ptem lta!rpol"'ltd at 1-80(1..242-tno~o r bui«S LA:iMIH bc.ationt. SxmJ:. c(olftl(TlLE ~ !mOL SOIL RESTORATION DETAIL (TOPSOIL AREAS) ) NO SLAI.£ lracalait,.~andinWMdlrNnlpd~nK.,_Oftf.roPHI•ndSe:imei'(Cor*;oiPtan. 2•111 4. CGN ...... w«h"'1'~1lamtwtlid'l~l.ntrdlltur11ranet. 2, ~ .. 4 ) 5. Raugh 11~ ~ p1dand t.g., "bclrl~nofuil.ting ll~;Wmw~~\., m.~na;emorl ays~m nouu.ryro oc:c:ommodllll ,_ 2.lwlll t...l.l:li'IQ •ddtion_ Place 1n11t PI~ ftvrwdimlly~n m111b1~n rJipr~;~powcl.,loill• IS. Firish;radol•r.• ofprop;llld bulldinjjad~Mlon •nd bogin blldi-og UIM!rudion. 11 7. ComplniUDrmonill'mll'llll'lfiWnlpipll reloclltlon1nd h18131S" plpt bui'llnd~;~LA,.III.I\.dul1othltMMih gym16ditlon. Tampon~rily Mil W!Dw pip. tG .,...... ,. ..dimlrC ~cltn w.•rtn~m arC..riong ~ spt~~m . (CRITICAl. STAGE Of c.oNSTRUCTlOH (SEE TABlE ONPCS.,_PLAN • NUST BE OVERSEEN 8'1' UCf.NSED ~ PROfESSIONAL)) lnAall r-r lhl"l pipe• •rd tem~r.ril)l Mol ID pr.,..rC Mlimonl .. dlln -tar !rom orCer\rlg h s.,.ttm Lni.l roof Is coriJoi/UCSed.

9. lnttalla~ fllmaki .. I.Cltias. O.a. 'llr.lblr, tlldril=. mi!VTI~tiom •• ~.) N 10. Ea~n~"- r.ln ;ardionf~Drn olbidl rain IJIIrct.n ID rnirlimD mmpuiion. Pl&c. d ..tn.-g. t.pr olstoN, ~n:ntn. tnd plllrCilQ chin t.Mland pipl. F'.nh ;radii ,.In oardan plarl plvgl &e~d o";'c!, medii. lnllalt disdlatga tnd or p!opoM"d pi;lrC!ng. 01 rni>: 11 shcrwrl on Z QO Lancbi:Jip.F\an ~ d?~ ~ (CRITICAI..STN;E Of' CONSTRU:110N(SEE TABLE ONPCSiol PLAN-MUST DE OVERSEEN BY UCENSEDPROfESSK:lNAI.J) ' 11 . Comln.ldGnan.ctbliaNmalrlng~~LlhM.. All Gpronl ahc:~U bl consln.rdtd IG tl'l.l dimtnaiont al'lown . Terminal widlht 1holl be odju31~ as ~~~ IL~'I 12. Comll\d and .a.biln &ldllwskl. ncctSJOF)' lg m01.dl recei¥ing du:;mnelt. ~ All gprc1n1 shGII be inspaclrcl at ~eQ,I wukty Gncl alter eoth runoff event. Oisplottd riprcp ~·s 1:1. Ptacetapsallnd!'n.lg,.d&any ... mtin... si••... •-1.41oncompilllil;lrloft~rlt\lllilflldi~Q.~rro:sltratorCrDitUrQional g, within the apron ahoiJ be rep~ed immtdiottly. ~ i 3:tW;)p.s•ndllrulitlllhlir;;;t18donpiln.~ping•nd•P!)Itp.nn.nonl.otd~•ndrnuldlun.Jpropwt~!ivwCO'o'Orb a , ntabblwd.hl•,.. shall bl coraldlrad to lllvw adlia'ftVftwill'ta dol,.ll'yaulfCieni.IDI'ftollollc:AII,_ds.ul'fta~lnnionlndsubl.urt.lt~~ tlv.rxt~ diml1naior1s, •hich meet ar o:~~cwd the minimum required. • ~dltt 111 rnill. Udr!g and oer.r -.ru. STANOARD CONSTRUCnoN DETAIL f 9-1 (1.40DIF1ED) 14. 1.41onc:omp6etionof••anhw0ttc . -analn..clCinentrl~•ndinllllrenuW.,cwballdw.s-a!k . ~k:hlllfrOpli'l"' RIPfW' APRON AT PIPE OLJTLET WITH Fl..AREO END SEcnON OR ENCWAU 0 pnwd·,..···~- N.T.S. 15. An.rl'inal.-.abiliaotionh.asb"'ni~VWif.rllfnOW'IIt-.procltdioncko~' · "'ondlltllrl;l.d~tJTngr•mo'tiiiiii..,.BMPs oo 0:: 'It:""""' rnullbl:stlobiizldlrrrT>I!bbrly. WV1U m zwz w.- 17. Conllru::lion~a .. P~Iac;o~inSpring.'SI.m.,.r2018 . ~~~g~ SOIL LIMITATION AND RESOLUTIONS mw :I:- 0 t..J t!JZ SEQUENCE (TURF FIELDl: ~ w I . AIIM.ta1doyrbitare.tilfrlglr!Jelntlmmr.dat~~.hDpefllarW i hvti.Utom.CIIItli'MII¥edln z ~i~ ~~ ~~ Q ~ lf"ose.ci.WiH,Itoall.,.._,,l11~~ofrcilob,lt-.ln;JloOOI'IIndMdioftert~lplanPflplrlt' , arodltoaMonfvoml'7 ~~ ill 'j ~Q~ ~~ Cowty ~,.rwtion Gslricl 11111n -.ste .,_ting. Also, ollusl. 3 ell~ t.ta ... ltlrti'IQ •ny tanh lblurban;.o adiW.Ies. al c.cntrac:1on 'j !S ~ i-M!Nwdftlhose•c:tivfiosWa~II'IIP.rnsytrsniiiO...C.IS~mlta!rporlttd•t1-a:D-lo(2-1771!111rbt.nldutittinloeatioM. :;!g a 0:: ~~ ~ ~ ~ 1:; u :z. Ra.,.,...ponionofom.ting•tcet.~~olf~Ainlnuo•ndirlltaDrod<:ggnstn..ll:iklnentnl'£1'n,mw,or~ )!>::. ~ g §i ~ ~ ~ ~ z ~ ~ ~ 0 E~ and Sediman~ Cortrol P'lall. §~ i5 ~ 1;1 ~i i[ ' 3. lnstdsll,.~l'sodlll~onElvt.aon•rdSI~CorCroiPIIn. i ~ ~~ z~ ~ ~ :s ~ ~ ~ ... Bouh pRpllmiotldl:hlpropr..-1 aynlfwti;t..-f "'~ '-'d ....q,.,dii. CU. ,.,.,ldi'!lpon 11111 lllalirld. " :;: ~ 8~ ~ I'!J. ! ~ E ili 5. A.fnOW'Ipo!'lian~co;,DrQ11rRCP•NI...,_.OU'!IItltn.ldl.nlnd~r~~~~·~~DI'1plan . I ~ ~ ~ 1. E.I13YIIIh111ont~lnchnaionghr:;ropoMdfllld g ~ ~~ ~ ~ ti "'~ SOIL NAME "~ J, ·o., 9. Plat~~ alona blw, ptnol drii'rs and g:,hdion pipn t.d;filod wlh d1111n *"'· ln:sbrl n:mal~ng t!OITTIW.Iler toRoction ard ~ELC (CnB) c ~ eormrpr-co I)'Wm •rd lltruaurl'l. ' SAWCUl[D(;[A.'IDS(.IL ClEtMU.E (CitA. CsB) ' C/5 ' X X' 'X X X' X' X' X' ci~ ~- 'IIT1M HOT MULI;.'OJS lJRB,I,N LI.ND (UgB, U\JI,IB) 'X c X X X X X X X X X wo "' 11 . CoflllNI:IiDnansatoiO Nln&i.ning cotvftl•r ,....mun-lkro twoughai.C *""' pnrjed. IIJ.T[InAL(II-20)T'fP. ~~a-;< tz. lmpartiDpsolandfnll..-.cr.•nrr.mtlrWlg.t.INI . ~cornpolionoft,.rNOignodi'-9 , ir'Dbolar'H0n~bl•nblon.n 2• WIOC SOL TYP. SOIL LIMITATION RESOLUTIONS <~C!Sg .. 3:1 """'P'• andgr•t.rlllndC.IItd!W'Ipill\,~pingandapplt~,.nlwodiflgardmukhwdpropw~~rilr ClJIBANKS CAVE - OS~ STANDARDS AND REGULATIONS WUST BE FOLlOW[O AT AU nuES TO ENSURE TUE SA.FUY Of :::p"'~~ -~ -~ ..u.bisl'M. An I !WI Wit. r;~~~~ntdlo """ -=hir\~Wdfr~alst.bl'ation .....n.n• hal • .,_,llftml uniform 70'1' ptntfW'IiaiWI'I)Utlltiw WORKER DURINC TRENCHING Nm OCAVAnON w~:J ."" t.,...roroct.rptf'rNir-.nl,_,_~ I:D\flll'wilhacllro.4yaul'l".r;ilrl'rttoriiJIS1nu'-r,_ds.ul'fKIII'I:IIionlndWt:..IJ11ar;~~~d>:rrtldeor . (SE.ENOTCS) 1- ....J 1- STORYWAT[R t.I.ANACOIENT S'r'STDG AND INF'llTRA.naN AREAS SHOULD BE SJ11JA1EO A80V[ THESE UWmHC ZONE'S. 2. AJt.raU~IfOIIIII .... bolnatabif.nd.nt,_lll~dsedimcrtlndlifl'lclllofontl.ubirtdtr•ll'l'll.iDn .AI [[)(;£ or EX15nNC--r-'---'.., z z PAVHIEHT w ~ 0 ::::> n:g.... ~"~tlbldor-.fromollll'rMfllocJri"I••YIIicl~"- :s: 3 T111MI!oorwthfW'7tile .. orcbll~taprtMdrr•..-.ll•lflllld•ndh9'11yporor.rssurfac.•rw. ::E 0 0 ol. AIIM bltin1r111with P.,rCJlgsoiJu .tlownlndetr.l, """ttUMn!Jhautlba lrlldtlofll!.ories11rda;g.l'jjy1CGmpaded.l~l w 0 u urdlrdt:~inwt.TirtquirN . I '- Pl&nt~~pftgn~onhf'ICbgpeP.,n . ~ (.) >- ~ 0:: ; C/) w ~ C/) ::I; TOPSOIL RESTORATION CONSTRUCTION SEQUENCE: !If -., 0 w (!) 1. RD~.Vhgno.dll ... .,.., ...... c.r. sl'lor.H:I t. r.tantolmleomptetianlllld~artn 0 5vn.l&£ 8AOUl..L---+---­ 9~ 1- 2. Smtfy •ubgnrcll. TAWPED IN !' lAYGr.i ,._l(j z 3. Placem~r~r:~psgl. ::l z ... S..d.lf'lllrtllkh. oi;: ~ w 0 ui!i ir ::I; I0 u. :;; ffi2: "- z z :;: 0 ;i! 0 Vl I= f..; z u

I. STONE AIJOV[ Pli'( SHOLILD EE 6' IN DEFTH roR LATOW.S .t: = T[ 12'fQR,I(LDTHERliT\LITT'PlP£5. JAMIJ,IrRt' 16. 1018 2. Tr?E 111 SlCti[ 8C00:t.:G 51-W.J. S£ USED IN A.J.ct: or P[NSOOT !IACKfU ~T[Rlfl!. 51-W.J. II( CO'UPirCTrD 10 A ~'!Will Oi DWC NO Tit[P.:CH OPEN!~ USS THAN J' rROY Ttl( toe{ or A..'l O:ISllllC PA'o[O SURr.aa: =!i~t ltll WAliiiiUIIII M KS.'IY = :U woonro STONE fOR PJC PIPt cr OR'1 A812-1155 51-W.l Ef.: BACICfUIO WITH A V. CCW!S£ lrCCREGIITt loi[Cl'.N!CALLY TAWP£0 IH !• !J.'T(RS. PIPE BEDDING DETAIL STORM SEWER TRENCH BACKFILL DETAIL JOB NO. TRENCH RESTORATION IN UNPAVED AREA NTS NTS NTS 24509 SHEET NO. 12 OF 16 fr\ST£N£D li'ITM ACU~

oooooooooooooooooo l[C[M)"" AND SOROOI - oooooooooooooooooo GREIN SICKGROONO - WHIT[ ooooooooooooooetooo SIGNSiji,U!£R1-8 Q00000000000000000 (12"KT8l oooooooooooooooooo oooooooooooooooooo t-1!----Wttfl[ $Y\1:90l oooooooooooooooooo 01'1 BtU£ oooooooooooooooooo BACICGI!OOh'D

'111TH ACORN -~--~~~~~;--rASTL'-'(0NUT 2-l:i RCIHFORCtl.ltNT BAAS CI:NT[RCtl V£Rl'lCAU.T IN WHER£ APPLCA&r LLGWO - W'RtSSCD C\1118 sttODN GRITN BACKGROUND - WHITE ,.,. nu f.ME ,t,CC[SS OIIL'f (RUROfUCTM) PRO'f!.l. VAH ACCLSSW SICN (12);61 WH[R[ ~ R!DUIR[D{R7-8P} FLUSH HANDICAP DEPRESSED CONCRETE CURB DETAIL DETAIL A TYPICAL ON-SITE l[C[ND - lllJoCK BAOtGROUND CONTRACTION JOINT CROSS SECTION NTS g - WHITt (RmLCTM) SIGN NOTE: I ~ SHAI.LB!R7-5f(T2'):1!!"} "'"'1.0CTCC114.[1'1.1!1>1M;SSI-W..LaJ'fTAAST'I'ISl.WJ.l.,l"~,hG 1. PROVIDE PAlMTm WHLUCHAIR ST VUOL Al [ACH OESICMATm ., 5l.flf.t£n.FCC I!CD. HANDICAP STAlL - C[NT[A. STMBCL IN STALL WI~. FIN[ S50 2. TM(~MI(lt.I.:.IJSElllOi'RCI'IXI(COSTMST~B(Nl!P(J[WI. PARKI,t,'G .. PA/11 OI"MWALKI~"CSU!lf"ACL IJ~ . n.~E S200 f. ="r;}o... ,.;.. ~~ C~:~~~D~;;~ItU:U::~~;~.;~,/~~~~ft~~~\tc I lor o11 ""'"" ....,...,, .,_,,,, c11r~ tlltl~r. - ~ n• ,, • ...,ern...... ~ HANDICAP WHEELCHAIR SYMBOL u\fo..,... 2. S,OCo ccn\rO<"Ij..,portio irl..,..;le•>utlo ...r1ou . p ... f------PJrOOl SllrfOJ!O 1YP[ ~- ;~'}.J.,'::,'~=~";:,:!:";'O:~.,"~":.":, "::'!:..:. :~~~~ 1 \c ""lm c•lolinl "B' CHM'~BA.qPOST ~ ~· lrljoc.... l CO"

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J._ EKPANSION JOINT MATERIAL JD UIN. .. I s· \ .. LA~DING AREA ,. I ADA ACCESSIBILITY NOTES: SlO?E: ZERO i2.00X I (Vr\N ACCE.SS .) *

II: ncnd,cc:l~Cc :;:Jc~:. , ,..g :s::~occs c~c ccn.•ss o.slcs 1c :~c .,c~c:cap :lC' .. ' "~Ii spcce~ ,_co«;lllT[TOIIt:'OOCIP51•T28011YS. ~~~ ;, c~~;: ;!o~eeto..,,_rr c' 2~ s•o:~c ·, ell t:~ ·.,,•.,ecs r.:n.- -~ s1o:le 2 1/'f PII!:WOLtiD 00'»6tllrr ..atfTS TO fiE l'l.lro':CD MJn' ) rt(l {w,&J;WlN) . ~ Ul(liiUS M! ~InTO II(~ rut WOC,NIO AI,tLl\.OCAl"'C);5 ~01[ HANDICAP PARKING SPACE MARKINGS ~ Pfolr'(WENT 0A UlOid WEE11 PI!O?aSlD St{IIUU(, lnOI£ Sll('I:.IJJ! .13m CUll! 011 ono !.'WUA :m\.CTUR!S. MJ 'ft([J![ slt!C\Ulk "fP,I,HSiiac'!i ll!OU , . NTS "" occcsS•O c • o~;:l" lfo-> I"'C ;~u:'l o:; s t rc c~ C! s •C:cwu• .. to c Ou iiC;,... o;;r c ra•e--cc ~ .. s~ \.:C lHDf 10 t IHCJt (!)IIMWAl'S liPIICI'6. [TC.) 3. WIIH N.J. PROP'Il'iiD S:OCW.I.U. A M)II ~Sl.JI' sutr.ta: JUTIJ!tt s;w.J. II: BIIOO&Ill ~;a~-;c~cc~:·::::~r.c\~~~i;l~"';::ot~o:s "':~~ clleec o~~"" ~~";:;co~,~~; ;~:~ :~~ : /~~~~;,.,c~•c~,~~c :!~ . TLti!OI'S(TOTIC:!il.QPEOI"Thi:SlOC'Sillt J. Slo ;:;c s cx;::~:cclor ; 5:': :'ILJl 'C!.S 1ncn er. w:: rcQU''~' c rc"'c c~.c rnu sl ca.,lorm :o \'10 SECTION VIEW 4.alJICif:Tt:SIX.llU.S)'.IUII£PROP£iUCUilCIIIII1Wifti'I'ECUIIUCCCVF'O.HD rcc .. ;•c..,cr:s !o r •om!l des·; -- (no.-.e·c ol s. c u•bs. •cnd1no;:s). \:o •orr;~!> ~. Mr;f c~rc:cc ASSI'£Cfl.lll!n"IH(P[.N~VA\...._0E:PAAJWOITCI'Ti!.L'G'!!IITATOITQINtOI! 8~ • .,--ir.; s-opc: o• 2~ cto:;s :; Ieee. DEPRESSED CURB I RAMP SECTION 1.. ,.. :•1c case ~no: c new soccwc·.< ,.;u tc con:;:r .. c:I'C r. :~c :::Z-0-\"1 c' o ~ - :..,, !kl' •:,.l'lni.,c CONCRETE SIDEWALK DETAIL N.T.S. s l o;~c o! 1~.c ~,"cewo11. s.-:ct' no-: c ~ccc:C: ~~ cnC: Inc era~:; s 'o:::c- s"atl nc: c~cccc 7;., ~ N.T.S ·-,s stc r.cc•c cccl;cs :: crc~s -.;-o l~5 ,,., \he: c:•\·ewoy cs wei· cnC: .,...;., rcCh·· ·e soccrc ,...m c::l'n:ocn d ur : .-~ s: c ~'"'c; \o "'C~C so.•c: \Pc 2::. c•oss sloec ·s ,.-...:: ;,. Inc cross we .: . u ,... t wrl :::Je 1"'C •c s pc115i:l·i~y o! tne Cc--.crc' Ccn:•oc:o• lo c"su·•c l"c: \I'H; ,.,c .,doC C;l ~ J, :r. r • • "'- ~ s;:~c:cc~ . ccecssi::e ro.:t~s. ere !."cc wc l.. jcrosswa!~s c·c ccr.:o;\•ur:cc tc rr.cc: .~ ~ E fiJI\ rcc"''rt.~I""''I''~1 S. ffi ~ ~ ~

~~c~N:s "'~~ E wi/J..J L.r..: PLAN VIEW 0 :i~ :I: ~LIJ "11'1 tl) t!IZ~a co~ .IIJLolt;N UJ ffib~,.!. m~~~~ -~ ---..L--'1 !lc-.L,-:-:':_:;"..:e:O..... ,-=rc; ~ ..J" "' a:~ ;:; <( ,;; 10" z ::t 0 0 r a.

<. e? "- U) ~ _J ~ CURB UNE ..J I- SIGN POST SET IN BOLLARD DETAIL ~ 0 z lYPICAL PARKING SPACE MARKINGS ( :s ~ H.T.S 0 0 ms 0 I u I'Vo,_C("-!;IfiCO!ICit[Y[ .... CUM! CHIIK •.r.u. 0 tUI NOl l 2), StaT 1). w ~ >- en 0:: c ~ w ~ QO:CI) 0 ,.J~o (!) (!)SICCI"l..AIIt..SID~,..,.SUlf'l: z I- 0~.J.l:ll: lolloJJW.IP SLOP[ o ... ~., z z -o l.iJ W 0 @~ ~:,~ ~r.!.~tl~OII.. fJ:1.._~~ ~ TM(III!IMIUN12lll(t"-4'} .... (.) ~ ~ (!)st.OPtV.tiiOSU:-DCI'A:l..S lL @tiJIIIDIWIP!IIt:CUIIIC,._U20(••-d')WH"IJioiLUIII!IOC g ~a: "- .,Tlol"'-... cROn 5loPt NG LCifCIIIOINool nonar 2.rxnr -CM~~1UI'olllt~~;Wff!:~ I 5lt DCI'.Io'l.S l"'D'I LJ)t.lono.d AHO I)N["~!.IO!ft z 30~J<30" ~ ~ TYPE 4A z ~(WllA-2) ::3Q"'M30" .,:; 0 "' .... ~ 8 ~ (Rl-1) f- (PERPENDICULAR) U) "' (.!) 0 PEDESTRIAN I- PEDESTRIAN CROSS WALK 'STOP SIGN' z fa z PAVEMENT MARKINGS DETAIL CROSSING SIGN z ~ - T.S. 0 NOTE; EITHER AlL METRIC OR All ENGUSH V.ALUES N. T.S. 0 ~ mI- ~UST BE USED ON PLANS. ~ETRIC AND N. T .S . ~1 ,ltAI.j'""Tcmll I (uf .. i>~ I NEW CONSTRUCTION OR .te-12-11~ ALTERATION DETAILS JOB NO. E? ~~~ 24509 TYPE

All ElevoUons ore based upon NGW 1988. 2. Unless otherwise slated, all consi.nx;tion or mo\eriol standards no\ spccificoi!J shown or referred to herein shall complt with the provisions of Penn s ~onio Deportment of JtcSra~~~~) . Pp:~~~n~0~0:~.bl~f~;o67 7 ~h~;t;,doa~ {~,~:d~oyon~on~i:,~~ ~~~~CZS otp'T~a~s~'rau~~d5~~;~"~f:~')~otf:X ,"~~r a~/'~1~~~or';e~~ic7.f;~ain the ord1nonce or staled herein, sho11 be appro ved by the Tow nship Engineer. 3. All concrde ulili1ed in the conslruclion of opp~ed si.ructuru/fodlilies shall, as o minimum be PennOOT Closs ·A· {<4,000 p.s.i - 28 day comprusive strenght) ~t~~ ~roi~ pt;;it)O} ~~~~~~n~'~oT::Ji~r e~2~here on \he construction 4. Eaistin~ underground utilities were plotted from utility company plans supplied ~~e ~e~ir~dc~clo~~e~lh ~ ~~E d~m~d ~~~e e~~~toi~~oi~n ~~ · alft'~~d~~;%'und ulilitin prior to commencing conslruc.lion. 5. All storm sewer pipn 5ho ll be HIGH DENSITY POLYETH'IUNE PIPE (HOPE) except os noted. 6. Invert elevations of erisling slructures and pi~s in lM vicinity of eroposed ~~~~~n~io~ "fo ~~:~n~tf~~s n~~ l:d~~~~e~~ ~~t4o ~v~d :~~~flitb . 1' ~~o~i li ~~c~.'t~~~~n~ ' ~~~~~ i ~~e~u~p't~t :~~~~d t~~. q~~hi~fhe; · li~~fs1 "~i ~fs~~:b~n~~.d shell be vert~ and hori.tonlolly located. The Contractor shall use and comply •ilh ~~it~~ ~r to ec~h'dTst~rl! n~~~s i \e inYeSi iqal ions to locale aU \he underground B. ~~e r~~00~~ 0~~~~io~ ~~rl~~~~ ~~il~c~~~ds~~~~ti:~thG:~i:ch~~~~s E~;~n e~r i rico\ions, and 9. :~n~ll~~~e~ r~lesire;~,m~ ~ ~o~ld~~~bo~ctobe9Sd~e~e;~~~~~o~~oc~;' ~~ox i mum O..ncr or O.ner's represenl.o\ivt, subbase is lhe be rem~ed and filled wit h approved fm material compac:ted to 95":; optimum demity. 10. TM Conboctor shall bt required to stcure oil necessary permits (including Conservation District and O.E.P. , etc.) for on off-site haul ond/or borrow sites. ci,.. 1 \. ~8~ ~ ~i\nop&~~~Jrmse·~~~~il~~~ ~~~efi~~i;ti,;, ~u~~~i~~~~d ·~:Cl,W~s~ericons I 1"M Contractor shall Ensure the maximum 2.0% slope across A.OA po rkln g spoce ~ ortos and access aisles in ony diret\ion. ~~~ a.. ~'I . ~ ::;~ 12. All new curb on-site shall be concrete curt wi\.h sit (6) inch reveal unless o\herwOe noted. ~ ~·8 ~ ,8 . ~ I 3. Contractor shall notify Township end Township Engineer 4B prior to start of construction. ~ hou~ s~: ~ 14. !pl~'o/•~!0' ~ to be

15. All water servicel skoll meet opplicoble Aqua Pennsylvonio, Inc . Specirttolions ot\d Requiremtnls . 16. All slarm se .. er inlets shell be standard PennDOT precast Type: 'C', Type 'IJ' or •ilh slondord inlet boxe3 unless otherwise noted os lofodified Bo• lor laf9er pipe. 17. ~:;t~i~o7a:~:hi~ ~f:Jc"~ ~~~~IC~iras~;u~~n ~~l:s .be Ductile Iron or SOR 35 pipe per 18 0 0 0 . ~~ig~ ~~,o~:~c~s b~~~~~s i~flt! ~a~:~~:lif~c~r~~~ ;;~~s~ r, o ~~~~ir~~e~~~:~~~;~~u! otcess, and e•leriar grading. 19. ~d: r i:~,bij~c~~f~~ol:n~ns~~e~ 10u~;3:~nd in occordonce with lhe utility/service 20. The Contractor shell ensure the mo•imum 2.0':; slope ccross ADA porklnq spoce areas end access aisles in any direction. 0 0 1 0 21 · ~\nr~~~'ofi'f:~~~u~r"~J~~~~ ~ ~ rc~~er~j ~'o el~\r i ~,f ~':n~~n l~tnlc~ ~~~th the ~~\\~~ 11\~:~· ;ko,ih:i~:;o~d'b~~:!d W:rC:hfi~~ividucl utility, whichever is greoler.

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1fi.TE ,wu.wn· 25, 2o1e owe NO M-12-11!11 JOB NO. 24509 SHEET NO. 14 OF 16 RELOCATED STORM SWER

315 ,------~------,~------~------,------~------,

290

351.f .;e"PERF. HOPE 0 0

0+00 1+00

< ~ C- HORIZONTAL en ~ ...J >,_ SCALE' , ~=<-0' w z ...J ~ 0 => ::;; 0 0 40' 40' 80' l1. C) u VERTICAL I SCALE: 1"=4' 0 ~ () >- 0::: ~ en ...... "' .. 4' a· Q. ;:!; o"'cn 0 0::: ,..,~ 0 ,_(!) w._\!!s z z oLI:~ W 0 ~ ~eii'i: ;:!; wt;~u.. C- en ;E z :I: f;: 0"' :e - I- CD z <( 0 en ·>-(!) ~ z lt iii <

IITOii['tUJDIC»n'MiOII:Ii TE I'Ofm\YAHW tAll"' 1-MJ-242-Ine; JAHUAAY26, 2Dlll __..,.. .SICCJMIDC ~r DWG NO "Duf~~~~ AB-12-11~ -.L IUS'Ttll DDaJ5It *SEIIAI.NU\HI[It JOB NO. 20180210760 41': 20180210781 24509 SHEET NO. 15 OF 16 CHARLES E. SHOEMAKER, INC...... ~ ~ ~ r1 AERIAL EXHIBIT PLAN m 8 £NG/N£~RS & SURV~ORS z 1\J ii H or 1007 EDGE HILL ROAD RECORD OWNER p ~ - A91NCTON, PA. 1900t JOHN BARNES 0 t11 PROPOSED ATHLETIC FIELD IMPROVEMENTS .., 5 PHON£; 2 15- 687- 2 165 fAX: 2 15-576- 7791 TRUSTEES, INC • 0 PREPARED FOR tO . 520 loiEETINGHOUSE ROAD ..... ~ ABINGTON FRIENDS SCHOOL SCALE: 1"-100" JENKINTOWN, PA 19045 Ol N • • •; -OATE+-+IJ--..... ABIN.GTO N TOWNSHIP, MONTGOMERY COUNTY, PA. 1oo· sa· a 100' 200' ~-·~-i-S-r--.'-~~ ~[~--- ION--+1.~] ~ lEGEND .·: ® 2"-2(CAL. EVERGREEN 0 :r-3i'" CAL DECIDUOUS :• 0 2'"-2 j" CAL. DECIDUOUS

0 ORNAMENTAL

. ·~··.:,.. . c:JLAw< ·-.. SHRUBS _ ',• ·""'· lllHJ ~ ~ ORNAMENTAl GRASSES, GROUNOCOVER, . . PERENNIAl& ., . --- LIMIT OF DISTURBANCE

· ..

PLANT SCHEDULE

8 & 8 =BALL & BURLAP C = CAUPER HT=HEIGHT OC =ON CENTER CNT = CONTAINER GAL =GALLON

(1)AS ~ QTY I SYM. I BOTANICAL NAME COMMON NAME I SIZE SPACING _j COMMENT (2)TP ~ CANOPY TREES B AR Acer rubrum 'October Glory' October Glory Red Maple 2"·2 112" Col. B& B (1)AS:~ 5 AT Acer trifoUum Three-noworcd Maple 2"·2112" Cal. B &B Bonftre Maple (2)JV ~ 5 AS Accr saccharum 'Bonfire' 2"·2 112"Cal. B &B 1 FG Fagus sytvaUca European Beech 3"-3 112" Col. B &B (1)A~---E) 1 QP Quercus pheUos 1MIIow Oak 3"-3 112" Cal. B &B 4 TC Tilia cordata Uttloleaf Unden 2"·2112"Col. B &B EVERGREEN TREES 4 10 lie.: opaca 'Ange6ca' Ange'ca American Holly 12' HT/2·2 112" Col B &B 5 IY IIex opaca 'Yellow Berry' Yellow Beny American Holty 12' HT/2·2112" Col B &B ....u e .N Juniperus Yirglnlana burkii Eastern Red Cedar 8'·10' HT/2-2112" Cal B &B .... 5 TP Thuja plicata Giani western Arborvitae 12' HT/2·2 112" Cal B&B UNDERSTORY TREES 3 AG Acergriseum j Paperback Maple 2 112" • 3" Cal. B &B 2 Al2 Amelanchler x grandinora IApple Sorvlceberry 2112"·3" Col. B &B • I SHRUBS 8 CA Calicarpa americana Beautybeny 30"-36" HT 3' 0 .C. 17 CR Comus raeemosa Gray Dogwood 18"-24" HT 3' 0 .C. 7 cs Cornus seric:oa Red Twig Oogwood 18"·2~"HT 3' 0 .C.

7 IG llox glabra 'Gem Box' Gem Box lnkbcny Holly 18"·2~" HT 4' 0 .C. B&B orCNT 5 IVJ /lex verticlllata 'Jim Candy' Jim Candy Wnterberry 24"-30" HT 4' 0 .C. Male - B&B or CNT

5 IVR I lex verticiUata 'Red Sprite' Red Sprite Winlerbeny 24"· 30"HT ~· o .c . Female- B&B or CNT 12 IV Ilea virglnlca 'Henry's Gamer Henry's Garm~t Ilea 24"· 30" HT 3' 0.C. B&B orCNT

6 KL Kalmia Anguistifolla Sheep Laurel 18"·24" HT ~ · o.c. 3 KL Kafmla Lal.ifotia Mountain Laura! B'O.C.

B PO Physacarpus Opu~ fotius 'Carts Gold' Ninebark 30·38" HT ~ · o .c . 10 SP sanx purpurea Purple Willow 18"· 24"HT 4"0.C. 7 VA Viburnum acerifotium MspleleafViburnum 3D"·38"HT l ' O.C. 12 vc Viburnum cassinoides Wilherod Viburnum 30"·36" HT 5' 0 .C. 5 VD Viburnum dentatum Arrawwood Viburnum 30"·36" HT 5' o.c. ORNAMENTAL GRASSES GROUNOCOVERS AND PERENNIALS .,. AH Amsonia hubrichtil Blue Star 1 GAL 18" 0 .C. CNT CB Carex bnrvlor Plains Oval Sedge 1 GAL 10"0.C. CNT - .,...... :---.• .. -·~··· · -·~· ··- CG Carex grayil Gray Sedge 1 GAL 18"0.C. CNT CP Carex pennsyN'snlc:a Oak Sedge 1 GAL 10"0.C. CNT

Cl Chasmanlhlum lalifolie River Oat Grn' 1 GAL 2~"0C CNT DC Ceschampsia latifolium 'Bronzchleter' Bronzchleler Tufted Hair Grass 1 GAL 18"0C CNT HS He~d ron sompervirens 'Saphirsprudef' Saphirsprudel Blue Oat Grass 1 GAL 12" 0C CNT AJ Asclepias incarnata Swamp Milkweed 4"PLUG 12"0C CNT o460'.()" LF SCREEN AB Aster laevls 'Bluebird' Smooth Aster ~"PLUG 18"0C CNT {46) EVERGREEN TREES CG Chalone lyonii 'Hot Up$' Hot Ups Turtle Head 4" PLUG 12"0C CNT EPR Echlnacea 'Ruby Srar' Ruby Star Cone Flower 4"PLUG 12"0C CNT SN Salvia nemorosa 'Marcus' Marcus Garden Sage 4" PLUG 8"0C CNT SH Sporobolus hclerolepsis Pra i ~e Cropseod 1 Gal 18"0.C. CNT LAWN 1 j Fescue mix I SEED I See :specs. for mir

1 OF 3 PLANTING NOTES: PLANnNG CODE REQUIREMENTS 'J. THE CONTRACTOR SHALL SE RESPONSIBLE FOR MAKING HIMSEL.f FAMIL.IAA WTH ALL UNDERGROUND UnUTIES AND STRUCTURES. THE PLANTING PROVIDED IN CONTRACTOR SHALl TAKE SOLE RESPONSIStuTY FOR ANV COST INCURRED DUE TO DAMAGE OF SAID UTiliTIES FOR STRUCTURES DESCRIPTION PLANTING REQUIRED BY CODE NUMBER PROVIDED CODE SECTION OTHER CODE SECTION 2. THE CONTRACTOR SHALL. NOT PROCEED 'NTH PL.ANnNG OPERATIONS AS DESIGNED \MiEN IT IS OBVIOUS THAT UNKNCMN OSSTRUCTIONS ANOI OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE SEEN KNO'Mrl DURING TliE DESIGN PROCESS. SUCH Deciduous Evergreen _I ShJUbs QTY J Scdlon Provided Deciduous I Evergreen I Shrubs CONDITIONS SHAL.L. BE IMMEDIATELY BROUGHT TO THE ATIENTION OF TliE DESIGN PROFESSIONAL. .. 2402, A.2.d.(1).(a) REPLACEMENT TREES 3. THE CONTRACTOR SHALL. 8E RESPONSIBLE FOR ANY COORD!NA.n ON W Tli OTHER CONTRACTORS OR SUBCONTRACTORS AS REQUIRED .; TO ACCOMPUSH HIS PLAHnNG OPERATIONS. Every tree greater thane· cal to be removod, must be 6 30 3D BUFFERJSCAEENS 6 0 I :: replaced with 2 trees at 3-3·1/T caUper 4. THE LANDSCAPE CONTRACTOR IS TO RECEIVE THE ON-GRADE PORTION OF THE SITE AT :&1110 OF A FOOT. THE CONTRACTOR SHAll --·--·1 I OBTAIN A L.ETIER OF GRACE CERTIFICATION FROM THE CONSTRUCTION MANAGER PRIOR TO BEGIN~NG V\ORIC. 18 tree.s lobe remo...ed = 3ts tree.s 5. REFER TO THE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION, 2402.A PARKING LOT LANDSCAPING N/A NIA NIA N/A NIA NIA NIA NIA ~ -··' 2402.B.c. STIREET TREES 8. All TREES AAE SUBJECT TO SELECTION (TAGGING) BY THE DESIGN PROFESSIONAL. TAGGING MAY BEAT A NURSERY SELECTED BY THE --· : CONTRACTOR OR AT THE DISCRETION OF THE DESIGN PROfESSIONAL ~-t -· · for every 40 If of street frontage (save for existing trees), 18 18 1 canopy t'ee must be planted 1. FINAL. lOCATION OF All PlANT MATERIAlS SHAll BE SUBJECT TO THE APPROVAl OF TliE DESIGN PROfESSIONAl PRIOR TO DIGGING ANY HOLES. CONTRACTOR IS TO COMPLETE THE FOL.LO'MNG BEFORE BEGINNING PLANTING OPERAnONS : 725 ff of .street frontage= 18/ree.s I TREES- CHAlK OR STAKE THE lOCATIONS BEFORE DIGGING HOLES. ANY TREE PLANTED WITHOUT rrs FINAL. LOCA nON APPROVED BY 2403.C.6.c.(1) BUFFERS/SCREENS THE DESIGN PROfESSIONAL MAY BE REQUESTEO TO BE RElOCATED AT THE SOlE EXPENSE OF THE CONTRACTOR. High intensity screening raquire10 a double row or 72 18 STREET TREES s.. 8. THE CONTRACTOR SHAll NOn FY THE DESIGN PROfESSIONAL AT l EAST 72 HOURS IN ADVANCE PRIOR TO COM~NCEMEHT OF 'NORK TO evergreen treea, rrln 6' Ht spaced 10' to provide a COORDINATE PROJECT OBSERVATION SCHEDUlES. continuous screen 8. IF CONFUCTS ARISE BET\\1:EN THE ACTUAL. SIZE OF AREAS ON THE SITE AND THE OR.A.WNGS, THE CONTRACTOR SHAll CONTACT THE 3aeen length=72S or 72 tree.s DESIGN PROFESSIONAL. FOR RESOLUT10N.

2403.D.2 BUILDING FOUNDATION LANDSCAPING 10. IT IS THE CONTRACTOR'S RESPONSIBIUTYTO FURNISH PLANT MATERIAl FREE OF PESTS OF PLANT DISEASES. PAE-5ELECTEC OR •DESIGN 25% of liner area along building foundation shall be 5 110 5 110 PROFESSfONAL- TAGGED"' PI.AHT MATERIAl. MUST BE INSPECTED BY THE CONTRACTOR AND CERTlAEC PEST AND DISEASE FREE. rr IS THE CONTRACTOR'S OBLIGATION TO WARRANTY All PLANT MATERIAL PER THE SPECIFICATIONS. planted with ornamental or evergreen trees and shrubs 11, GROUNDCOVERS AND SHRUBS AAE TO BE TRIANGULARLY SPACED UNLESS OTHERWSE INDtCATED ON THE DRAWNGS. building foundation•877 12. All SHRUB ANO GROUNDCOVER AAEAS ARE TO BE MULCHED, EXCLUDING CONSTRUCTION WETL.ANDS. REFER TO THE PlANT PALETIE ZS" of 877= 220LF or 110 !hrub.s+ 5 omamentsl.s AND DRAWNGS FOR SPECIFIC LOCATIONS. 2403.E.4.a GROUND COVER 13. ALL. PL.ANT MATERIAl. TO BE SIZED MID IN CONDITION AS SPECIFIED IN THE AMERICAN NURSERYW.N AND lANDSCAPE ASSOCIATION min or 1 dedduous or evergreen tree (2S cal.} for each 53 53 BUFFER/SCREENS 0 AMERICAN STANDARD FOR NURSERY STOCK. 2004 EDITION. ROOT BALL SIZES ON All TRANSPLAHTED MATERIALS SHAlL. AlSO MEET THIS 1,000 sf of green area. 3 evergreen shJUbs at 2.5' ht may REQUIREMENT. substitute one tree at a max of SO% 14. CONTRACTOR TO CONFIRM All FINAl PLANT QUANnTIES, SPECIES, AND stZES TROUGH SUBMITTAlS. Green space=53, S79sf or (53 tre-e.s) 15. CONTAINER GAO\"vN VS. BAJ..LEDMID BUR LAPPED PLANT SELECTIONS ARE SUBJECT TO CONFIRMATION IN FINAL SPECIFICATIONS, SUBJECT TO CONFORMANCE W TH PLANT SIZE REQUIREMENTS.

18. BEFORE PLACING FILl AND OR TOPSOIL IN PLANTING AREAS THE SUSGRADE MUST BE lOOSENED AND FREE OF AN'( HARDPAN. DESIGN PROFESSIONAL AND AT REPRESENTATIVE TO INSPECT SUBGRADE BEFORE PLACEMENT OF TOPSOIL AND/OR Fill IN All PL.ANnNG. EQUAl EQUAL TIREE PRESERVATION CREDITS + ----J-- TREE PLANTING 146-39.B.(4) CALIPER OF VARIES. SEE CREDIT NUMBER OF TREES PRESERVED NUMBER OF TREES TIREE BEING PLANTING PLAN VALUE CREDITED REMOVED Deciduous Evergreen 04" 1 4 4 08" 1 1 1 09"' 1 2 2 12" 1 1 1 13" 2 1 2 BUFFER/SCREEN PLANTING- PLAN VIEW SCALE: 2" = 1 '~" 23" 3 5 15 3 u 24" 3 1 3 .... 31" 6 1 6 PI.AHT'TOP Of ROOT BAlL. FLUSH 'MTH FINISH GRACE 0 TOTAL 34 0 NOTE: PLANTS ONLY 0 ~MULCH LAYER. PLACE \\t!ERE NOTED ON ~ PLANTING PLAN THROUGHOUT BED \MiERE NOTE: SEE PLANTING L.Av.t.l OR GROUNDCOVER ~ SCHEDULE FOR THE NOT INDICATED PLANT SPACING - PLAN VALUE OF -x". 4 N.T.S. B" PI.ANnNG SOIL

NOTE:· PLACE TREE IN SAME RELATION TO FINlSH GRADE AS IT HAD BEEN IN THE NURSERY DO NOT HEAVILY PRUNE THE ------_.c;"'"­ TREEAT PLANTING. PRUNE NOTE:- PLACE TREE IN SAME ONLY CROSSOVER LIMBS, RELATION TO FINISH GRADE Co-DOMINANT lEADERS. AND AS IT HAD BEEN IN THE NURSERY &ROKfN OR DEAD BRANCHES. SOME ltiTERIOR TVv'IGSANO LATERAL BRANCHES MAY BE S USGRAOE I ClEAN FILL PRUNED; DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CAQ!Mll. NOTE: PlACE SHAUB IN SAME RELATION TO FINISH GRACE AS IT HAD IN NURSERY SHRUB PLANTING I BED- SECTION 2 SCALE: 1" = 1'-0" ~---EACH TREE MUST SE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BAI..l. TREES \\t!ERE THE TRUNK FLARE IS NOT VISIBlE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BAU WITH SOIL

SNOW FD«:£ OR OfWtC£ SAFTY ...... ,.,.

T111I PS1niC1U1 llX( lO BE ...... """'lfiTAWll Nfi1Nl Cfll:tPS r:E IWKJt TlWf IIMlW.._ TRm WETAI.. OR WOOD PLANTING SOIL MIX P05TSD4'-o· c.c.

3ST.A.KES EQUAUY SPACED '*-~=====::.... REMOVE All TWNE. ROPE AND WIRE, AND BURLAP FROM TOP HALF OF 3"' MULCH - 00 NOT PLACE ROOT BAll MULCH IN CONTACT WTH TREElAUNK. IF PlANT IS SHIPPED WTH A WRE BASKET AROUND THE ROOT 8All, CUT THE WIRE BASKETIN FOUR PlACES AND FOLD OOV'tW BIN. INTO PLANTING HOLE

+---\--:;:-:::;:c;:;::;-;=~:;-;----~f"'~----- PLACE ROOT BALL ON UNEXCAVATEO OR TAMPED SOIL

'------~~--- TAMP SOIL. AROUND ROOT BAI..l BASE FIAMLYWITH FOOT PRESSUR E SO THAT TREE PROTECTION FENCE DETAIL DECIDUOUS TREE PLANTING - SECTION ROOT BALL DOES NOT SHIFT. EVERGREEN TREE PLANTING -SECTION 1 N.T.S. 6 SCALE: 3/B" c 1'..()'' 5 SCALE: 3/8" = 1'-0" JENKINTOWN CREEK RESTORATION PROJECT: BUFFER PLANTING· DATED OCTOBER 2014 BY OTHERS.

ABINGTON FRIENDS SCHOOL WOUW LIKE TO RECEIVE SOME ACKNOWLEDGEMENT IN THE FORM OF SUPPLEMENTAL TREE CREDITS, IN ADDITlON TO THE TREE PRESERVATION CREDITS USTED ON SHEET LP·2, THAT MAY BE APPLIED TO THIS PROPOSED ATHLETIC FIELD IMPROVEMENTS PROJECT. D

.,. .... ;, .,,,. I .c.u•.1 L AIND AruE

Bo«a.. l "-'-112.1 Planting Area A """ TREES Area to be planted densely with native, canopy trees, understory ., Bdultlk!nb &tiC~$ P\.AHTLI!ST trees and shrubs that tolerate wet ~ Ta.odium ctlstlc.hium ..... 03 """"' .-..- conditions. ComJs...... allemlfolla Altamat. Dogwood .."' Cornut llor""- 110 DiosprrosWsiniena , Planting Area .. M..,_ ...... ·---PerMntnon .• Area B will Include native " WJiowOall 0""""'- • .. -~-.. canopy/understory trees as well " ()uara.lsiiiiD Whii1110... • ... - --Ouercu:~bia:*:lr s-mpwtwro.v. as #7,#10 containers, perennials "'•• --s-mpWhi!.eOIIt • ,., ···--..... ____ .. .. and shrubs as a focal point at .., ... o .. •' . ·-__... _ --- bridge. 12-tr """"""-- ...... • 12-tlr ---"""""'Aairnin81rik:lbll ...... __,,_... · _--·~ - --·~-...... - .­.. 12-ur c:«nu1 a!letnifol,...... ,,,_ --...... - -- .... \&-14'" ~c:xdftana - -- - ...u Planting Area C 12-18" Maonclll lripemla ------. 20 native edge understory trees to ,...,. TPOCIUnd~ """"'"-BaldC:rpr.ll ~-­ 12-tlr ...... WMIOM . .... -··- ·· be tucked in along canopy line. Rltd Oiilk ~•' r;': 1&-ZC ~tubfll ., 2.1 l OUIUtln ., •• 20 SHRUBS Bome!r'u5heucbJ'I )~ Planting Area D 18-24" 16-24' ...... This area will be planted densely 18-ZC" Cephanlhul oa:idcrUb -~BUUDnbush 1&--24- CleltnalniloU with dry/Wet tolerant native canopy, -- 12 11-24- Comu•amomum SlkyDOglliiOOd understory trees and shrubs. 2 te.zc- ·-- PI..UGNOT[S; .... """""-Comus t!ltwmOM ""'"- 2-1 Redos•Oov'III'OOd .._...... , ....,...... 15-15"' """""-HOI'NIImeis vifvWNI w""""'"' ___ Planting Area E 11n:vvnodl:na Y'l~ll:fllon'Y .,..,.,...._ ... -- ,___ _,_ ... _...,_ ...... ~-·­ This area will be planted with wet tz-tr ,,....,...... ,...... , ---_ tolerant native understory trees and 2-r Sati&dllc:olar "'-tyWilcM ,...... _ S.yWIDIM 1 - ..-- .. -·--~ o..c-u shrubs. ... SMlbut:I.IIICinandenlrl ...... , , \Otalshrubll 22 .." .

50 100 150 200ft u......

NORTH

Abington Friends School :-. . \~1 rtaaala& .. DtsJcp.,U.C ~ Tookany/Tacony·Fr.mklord ~I .L L ~ ~ ~ . , .t. N "' ~ Tookany/Tacony·Frankford 151&W.Nngkwl Ln, Jri"*"""- PA 1D041J .. . · --··· ...... • Abington Friends School AF..-· - ~ -· fl] Watershed Part nen hip. lnc. TO U "DA T I ON 515Wut'*1gl0n Ln. Jcridnlawn, PA 19046 ~ ~ Yt'alershed Pattnenhip.lnc. .- J _L. l . ~ ~-~ ." P 'l. ,!trl" ~ CJUSD..t. T IUS WGES XA:\1 Plannlna.lc.lkllign., U .C Rain Garden Aptl Jenkintown Creek Restoration Project: Buffer Planting PA CARBON OFFSETS ;o;.:;-- ,:.;.::~::;;,~.;;; ·"·~ir:.ii 20111 Octaber, 2014

-···------··------··-·-· .. . --·------·· ----- ·-·· ------. ----·--·--

I - I /"'·, .;_ (. /I - I'!. ; --·-·. ·· ~:;~ i l 1 - i I i - i --j i ! i - l<:w L...... _~, i w 0:: - ..... , - I u ·...... ~·- z - -. :· ·- . ~j •. ~· .. ~ :-· I::::=:':'~,.:,.. I ~ z~ / ;::-_:...._-=z~=~ ~":..":'"'..: ...,w ~ TCJH tlii{JoiMSOIOQ. PII ~O CO'O TI ~~ ~ 71 WA!iHII'ftiH LNC It 01/26/18 .... NO LP-3 -- JOB N0.245Q9 SHUT NO. 3 OF 3 Abington Friends School Abington Friends School Jenldntown,P" knkfntDwn,PA GLARE IMPACT ~...... , fUme: ILanbiGrtd Spadrc; 10.0' • 10.0' Map indiuta tile mulmumandN an obilrter would ~e btfltllte~l liatrt sourcr D HtlaM: 3.0' 1bow: and• when fKk1t Ow from Olf'Y direCTion.

t.tAINTo\lfl:tOttOIJZO'U).LfOOJUJ;OlU A we~nfti Jl&hUni SY'Il!m D:Jntroho lit,h\ to Uilllllllllllllllll~ ~ ...... provldr ~dmum uK"ful Gft-fteld lllllmlNt\on Scan ArMap: zua· with mlnltNI dHlr\ld:tn ofklta ala r~. Mulrnwn: 63 = Mlnlrnum: o AVJ/MII'I; 458.00 GLARE 0 Maa/llltl:. 1247.40 UG (- ...t. 7.05 at. U!l Klrh G l~rr. 1SO.OOO or mort a~ Ho..ofPolrW: 21D2 Should only oa:UI' Gr'I OI' Y'l iTM.Jtthe ht ~ r• .J 'III'Mre lhe W~ftWRl INfOIIMo\IIOH I1Qhl WJIHc« h In dk•ct 'lin'. tire miAt be t.Jken to Colaf/CIU: S1CD• · 75CIU mlnlmlnhltl'laJt,.IOI'Ift. l~Output: llJ,OCOiumem No.ofl.Wftlnlfts: •1 Sla:nllk.llnt GLirw: 25,000 to "15.000 C*ndt,. [quiY.Jient to hleh be•m Midll&hll of ~ u r.

r ....:.::.- .,:: ..... ,,hn Mlt\hNitD No Giant: 500 arlnsarKiirll TlC LltHlS.O >Sl.OOO >Sl 000 >51,000 fqulv»tntto I OOW lncandesao"' lia ht bulb. ( llt:x>rted~~• l i.1J1ll ~~ ~ l'!'.n l 'ed,l;tJ!\I"•II~;~rd

m ,..... 50.000 !U IOD 1lO (XXX) ... CXXXJ mu~- mu~~

P'tlleloation(1) +~-'~ tD0.0~~~PGIIII(1) ~ we Make It Happen, We Make It Happen. Noi.IDt:.~rtiON)I(Icrr,_..WIIhclulh~~ of lolUII'IO NaliDM~ .,...... ,..Oil*JWIIhNIM_._.. carsentof....,_ ENGINEERED DESIGN By: Nathan Chizek • File #11900448 • 27-0ec-17 s,xn.I...V'*Ig. ~. O'IIIIJ 1 , 2017 ~~ L.,.., LLC. ENGINEERED DESIGN By: Nathom Chi1ek • File 111900448 • 27-0ec-17 Spora~UC.01.1,:Z017&.Uat~t.v'*9-UC ILLUMINATION SUMMARY ENVIRONME NTAL GLARE IMPACT

ABINGTON FRIENDS SCHOOL JENKINTOWN, PENNSYLVANIA

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