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HomeMy WebLinkAboutC-133 SWPP PlansBASIS OF BEARING IS N 0' 24' 05' E ON THE NEST LINE OF THE PROPERTY AS RECORDED IN DEC. N.. 2009026972.'', ELEVATIONS ARE NAVD 88. BENCHMARK dry - MAG NAIL SET IN ASPHA_T, ELEVATION =836. 08 N: 1716629.0902, E: 199842.9594 BENCHMARK f2 - MAG NAIL SET IN PAVEMENT. ELEVATION- 838.89 N: 1717000.1510, E:200096.7235 VI` / Oh � t8a / ORS °' q REP rf, 24' R f t r Bap _I � P ul 91I \ EI O CC- OA1R0P BOK M-2OE34RL 1 A - Fl PEE' I 2 s. O 0- 3000r I i CrA lei j \ BM i 5 - PB K _ � y T, g v v 'p� I CAA DOC 1, RKI9026972 SE IA F�, ~: Sr 2 6,12 T Y R S:E T uE1 9 ­5Y FF . 640. ISISAMUM 'OIECiRMI GLADE = a83�i WN LOti£Si GIACEiT GRADE ADE I' A STO \ \ \ vb z\ 1{11 Ilk- "DON'T�'EY DIG BLIND" CaU U-Idq 8BU FMSY - 7 am to 8 pn 1 -800 3382 -5544 TOLL 1_800-428-5200 01A9BE P@A7` U NOTICE TO CONTRACTOR PER 1149" STATE LAW 15 -69 -1991, tr IS NnnAn Tt£ Df EXCAVATE 7WJ(N S RUICE FWO (2) WRX4NC DAYS BEFORE COMAAENC /NG WORX, T n BM 2 t� 12' RCP I o3Ph' N/10 J'-Gub rl \ yrass� Y�3jV `F Y C gp0/ q r/ i / 1 E 66 /9 ico ( I \\ I /OSptt� ?A s f ✓ g9 CARMEL RACQUET 1 CLUB, INC. BOOK 312, PAGE 707 0- 31- 00 -00- 027.000 N 6Dp1 \ \ e do Z , LIST OF POST CONSTRUCTION WATER QUALITY MEASURES 1. STORMTECH INSOLATOR ROW 2. STORMTECH OPEN BOTTOM IMPLICATION SYSTEM 3. HYDRODYNAMIC SEPARATOR 4. POROUS ASPHALT PAVEMENT S. CATCH BASIN RUMPS 6. VEGETATED $WALES 'SNOW STORM SEWER SYSTEM CHAMBERS AND POROUS ASPHALT AT NORMAL. UTILITY PLAN LINE WEIGHTS OR COLORS. POST CONSTRUCTION BMP NOTES 1. SEAL COATING OF POROUS ASPHALT PAVEMENT IS STRICTLY PROHIBITED. 2. COAL -TAR BASED SEALANTS ARE PROHIBITED FROM USE ANYWHERE CU THE PREMISES. 3. ANY PRCoOSEO CHANGES 0 HE WATER QUALITY BEST MANAGEMENT PRACTICES (BMP'.) MUST BE REVIEWED AND APPROVED BY THE CITY w CARMEL ENGINEERING D PARTMZNT. 4. CONSTRUCTICN 'RAFFIC OR STAGING ON POROUS ASPHALT PAVEMENT IS STRICTL! PROHBITEO 5. THE FIRST ANNUAL INSPECTION AND MAINTENANCE REPORT IS DUE oNE YEAR AFTER CONSTRUCIOr I;; C_rygPLETED, WITH SUBSEQUENT REPORTS DUE EACH YEAR MTNN TH SAME MONTH CF THE INITIAL REPORT, IF THERE ARE ANY DEFICIENCIES FOUND DURING THE INSPECTIONS, THESE SHOULD BE ADDRESSED. IF THE INSPECTION REPORT IS NOT RECEIVED WITHIN THE MONTH IT IS DUE IF THERE ARE DEFICIENCIES WHICH WERE NOT INCLUDE D N THE REPORT, OR IF ANY DEFICIENCIES INCLUDED IN THE REPORT ARE NOT ADDRESSED IN A TIMELY MANNER, THE BMP OWNER FACES ENFORCEMENT ACTION FROIA THE CITY. 6. THE BMP OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND INSPECTION OF ALL ON SITE IMIER QUALITY SMP'a AND THE SUBMISSION OF THE ANNUAL �I:SPECTION AND MAINTENANCE REPORT, 7. THE CITY OF CARMEL RESERVES THE RIGHT TO ENTER THE SUBJECT PROPERTY 10 PERFORM PERIODIC INSPECT)ONS. 8. BASED ON RECORDED MATER QUALITY BMP CONDITIONS, ADJUST INSPECTION AND MAINTENANCE SCHEDULES ACCORDINGLY. THE CITY CF CARMEL. RESERVES THE RIGHT TO ADJUSF INSPECTION AND MAINTENANCE SCHEDULES BASED ON ME RESULTS OF THE SUBMITTED ANNUAL INSPECTION AND MAINTENANCE REPORT$, POST CONSTRUCTION BMP LEG Nn I.-M meesme aaM- d!dmxml se v allydurmg Fintyrx6 _FRUNS_ UN S-HNTI IetVSI: e-_ntedsedlme w N FILTR TION DETENTION & INFILTRATION SYSTEM coiled for dupmel POROUS ASPHALT PAVEMENT Br STORMIECH INSOLATOR ROW wT¢n xreaGas 25 RSIRSM GRASS SWA_i kvalu HYDRODYNAMIC SEPARATOR ��- CATCH BASIN WITH SUMP �\ \I Tbaee ro fax Nmrs -'- E GE /MAINTENANCE ACCESS EASEMENT EASEMENT isolator Raw Step By Step Maiutenaece Procedures UFF inwnaasoaNr ROwfm mIXrnam 6formTetn Mdebreow (Pptto sczei A) Eapub (n 1 iw Ynma �r)N g X eJl^ b tlm m0 I Il as a o• boo 9:nd�i IX.h�pwmoC Ss¢P 2. II:KK aj Aa :;Aar Rem-M1Ad umn d aIirm aP grr" m<+ei a�rlr�lrP: Raavdt x' mar l».sparo Law mrmm aPUa way d IaxkrerAaWn�ditleren nuea(a Brswd>Ma nMP�q � PnamreaN 3lrcnceJPa¢eeou SlePR, SI,o2l gerAauNmi 6o Maaeb IJ�Pmrees ASAmad M cke B M wa,,xerrn¢,-P,,,aa>B aP:eaael a6vseHgwm=ebpetemda A.'WM e b dJeNac wibaclmusnv�pt is clwrn DS ea: mr¢y}:ad avaal RepMm eN cam. aas aw marr, oxma aavnwwnsud priwls I.S.lmpm: a cka. mrcn Inane awmwlnamaw.arr�avm IN, SbrmTeda ev:»m sUSPk MISTS. me LVa 6dK uevar�paan Fw ebaf,ameecomaa -- A., rnLdvaSMSmlcFmwWS,rau ry Mah4e -far Iadator Ii- aaivin xtl¢dma I.-M meesme aaM- d!dmxml se v allydurmg Fintyrx6 _FRUNS_ wiry thSSMANY IetVSI: e-_ntedsedlme w Ac rey.I'm coiled for dupmel forebay pPntl {d Imrs1e0 V, MANTENANCE AND INSPECROlJ HJCLUD8IG VIDEO OFMONSTRAT10N5 UN BE FOUND AT: hem:!lwww..o.maRmm VEGETATED SWALES Y T-W.2 M t $cbadukfor ✓egetalod Borate. MAP UNIT As needed duen:4 gmwT.9 awsc:r MoDUg( mum. algr d3 IIueMS1 irrspact ror and ranee ea.sion Trace a.dmirml yra, amrmy Pmaw.s trremanw Ramrrvesearnmrc,neshalN tleWk kwn rvvwffiyarm«aimgwnny ifnm-led forebay pPntl {d Imrs1e0 Br Remove ssdmenr from swa.e wT¢n xreaGas 25 RSIRSM None kvalu M.nRCr vegetuiva grawPo A M" pm to dcicm'rcif S ewhat one goasx zPerJCa is mma Tbaee ro fax Nmrs :ffi sRe ccndbons MAP UNIT Oe:bew;uknanrelogpw;aedty Hydro W emadnnai, reaM the Wte, ol:rt bcaam.eztlmsml wF nudlMraWez DUMAII NUr gvemml dewasers betwemi storm semis. reawwf,aMfie dgah oFSedlvwal measw N. mm+a mt-0fony floambkaare MO3 mm -0 Ste- MAP VNIT NAME DRAINAGE CLASS FREgUENC.Y OF FLOODItJG AVAnJ33LE WATER CAPACITY Br B. eton Mu, cloy loam Poorly dr.FSed None High (.bout 10.0 inches) CIA Orosby sift loom, S ewhat roma �anmm 6rasew�¢ Tbaee ro fax Nmrs aro maam„� -1U rim x., y <¢ " 0 to ,i percent .bps pemly drained None Low (.bout 5.4 hens.) MmB2 MSUI, SRt inert., 2 to 6 M.dcrotely wdaceamewmer wNh Pw vx o: Ness r®ve 9. m pwLasxhazaSlWg5ludgr° m wI Uw kµca'eui p-1i slegR, eroded w&I droned None Low (about 5.2 in<nes) � vrtr�a 3. w a Uargm sYmnw aeph of and reco G Qrw 1E0 EQUIPMENT aderbcl to remowgalewlta Oe:bew;uknanrelogpw;aedty Hydro W emadnnai, reaM the Wte, ol:rt bcaam.eztlmsml wF nudlMraWez DUMAII NUr gvemml dewasers betwemi storm semis. reawwf,aMfie dgah oFSedlvwal measw N. mm+a mt-0fony floambkaare MO3 mm -0 nW m�vcsamris nr aPPamm megm,:wg aw h a. damaaea F. µ,rn Asa N,dge Adge°: = prt>mne:,umbl:efaga i@.:M¢t (etammrndcM 9. SacuMYrgd,ce lFa gaeq na D¢recdv rxd:amaac¢tag pary<ar PEN SEDWEN'I CLEAN OUTPRDVEDURES erazuys,rwyGtipmu. arcuM Ne pc,ss NNe nma.etuam DeteMvxwpo4v.0 S, � a6. SW+ryepfipmemshWan Tr a.uYS iNnaa paryear roma �anmm 6rasew�¢ Tbaee ro fax Nmrs aro maam„� -1U rim x., y <¢ " 1 ;-g Uevessel, laW dp rhamSerw ode. Ma1A pm¢aary:n¢garo,.az. As needed .aerwno„rmameE,,:Ipeomalmd x�e:� wdaceamewmer wNh Pw vx o: Ness r®ve 9. m pwLasxhazaSlWg5ludgr° m wI Uw kµca'eui 'i, eu. II Ma" wnaxe tug 4.+se fr. I1 Na - mopd,¢�aw nwfm the Cewd Arses, III p FV Vac or oat the Rmndelris Na rAe wmp •e -Frgwe 6. nwaMS.vq�arcnr.verem>MmWa 6v�e9: reru a.Fs FREQUENCY PepwYP. -aag I epr a p(msulirtion -Every6 - h tF fa�t¢aroF rrslalbt on cr:I maF ae: D.e a a , Remaml . Polla..g a mril n me,.- vaagc�al Setlurc � i Qrla fnlfou g ry." h age ama NOTE:fw'v na to remarcd nnangeW msM vasN.O wv'ag the fin: (c, ind:eaU �tV» bkz andeYc udm c+agevdv,:e s:w,vrea. uN CONL;ERNING DOWNTNREAM Di1ENDERMAINTENANCE AND INSPERION 1 %MONSTRATIONS CAN BE FOUND.AT:AnP /rwwsv nydroinittnatlonai .bb/usr dowm Nh RhP POROUS ASPHALT SYSTEMS Maintenance P us Iy,Iel . require Additi..al .miatee -, as competed i. conveu fiovat asph,.it FIUI WC of ib- ¢yyems <aa1 Vynahy be aihxbuted to yam deatgn, Pwrwnsuuct:on, U,&., P., uuintenancc, During covswr N p a UPbah yyum Aautd be mpwW 1lim and&Sgn p.F t Mmld be- ingeoay RlIeWeel and SUIMRNI Thew Ya< should A110 III inspected several hma dMi. ILe Fuss r moMLs folbwmg eoe�i f umsWCbon k mRae Goat ,he system waa mamped coawiy and r .bovine PTOPmTY. RlIaly Sebed.1M USE- A.d meet _.,e cAa b P'Lfarmed @:racaficr TTn: I'o9owiag table Lyra severe? r.uNae mamtenan<e sae es and idc.tifirs remmme.ded E.-P pn and mamtensvca ���Mandee�.anx for Pcrous A5phan Systems Ev.ne Ina pavemenrfs <ez *.ad�W wlnsmlmar,L MomNy -_ DUMAII NUr gvemml dewasers betwemi storm semis. tdoMNy SMIN PeV,ASe -, ct+tict anB rePa'vauorN:g ir. SemiCmualA ow«P u:a�a.v.m nr¢m =+caper. napery dFawas mrea rouy.timea r make . pary<ar M�ea+mn Pa.G W'WarS'do- of rerrgvetl sI MI M'NN: P'eanue wasFyM mlme Three tofour pmosMn 4 from dogging iNnaa paryear EvffiDam %aPe.t al_YSSe`_U lara Tbaee ro fax Nmrs wl,agoim. rice P¢ryea. Mow arwn tMi Yma W'ous asphak sYSrem aM otlnrlrasl�i <ik�9s. h- sH+beac�onidenn td As needed Measures should i o be taken fo -id Y­ ing _I ng the porous ayyESI, wawa mmpar .aM<nels. Several wi.. iedee a Ira n.t limited b sig.age o. oradjacent to the PUN -,-,p h..face and maiMeaa.ce gui INIme, CATCH BASIN SUMPS TYPICAL MAINTENANCE OF CA (CH BASINS SHOULD INCLUDE TRASH AND SEDIMENT REMOVAL UIAYG AVICTOR TRUCK MAINTENANCE SHOULD INCLUDE KEEPING A LOG OF THE . OUNT OF SEDIMENT COLLECTED AND THE DATE OF REMOVAL. CATCH BASINS SHOULD BE VAL "AID OMEN TRASH AND allMEW IXCU %ES APPROXIMATELY 6o PERCENT Of THE SUMP y LU IE TO PREVENT RE5U5PEN5fON OF SEDIMENTS TRAPPED IN THE CATCH BASIN SUM,. AT A W EL ItM, CATCH BA,SENS SHOULD BE CTtANID TN',CE PIR YEAR Mai..- for Caleb &w-. sups A vnr gcAeduk ImPecP om we pM rercod lruL am Qua nnlua tr mm8mtn¢�d p u, I maim raaammwa: n m tIr n Va �� azeumueted.ash al(i X.aanmuHy ed BMP OWNER CONTACT INFOk, MATiON NAME: JEFFREY; WAGNER ADDRESS: 1000 TOWN CENTER, SUITE 1600, MD JTWN3D SOUTHFIELD, Mi 48075 TELEPHONE: 248 - 2491 0112 EMAIL ADDRESS: jeffrey.w 'p9ner053.com DRANNBY TRW CNE-LI BY JWN ISSUE'. - 11/14/11 _��uak GPD GROUP 1801 Wa:mrcark Drs e, Suee 150 COInmlwy, ONio 43215 614 - 2100751 Paz614- 21Dr1752 >. w9 N � K Q Q O U z UN n J 00 J U- J W X P�RORES NA4afi P r�aa�lyy�u. . 4 *(i�R1ti1M1 PRDF1 1NA6G SHEETIFTLE a, PLANS C -133 PROJECrIq: 2011123,14 .q 1' i y