New Industrial Building. 250 N. Greenwood Street. as Prepared for Innovation Drive GENERAL ARCHITECTURAL NOTES

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1 New Industrial uilding Glaus, Pyle, Schomer, urns & ehaven, Inc. 0 South Main Street, Suite kron, OH Fax Simcote Inc. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc N. Greenwood Street Marion, Ohio as Prepared for 8 Innovation rive Marion, Ohio RG PL M IT LKG OT LG ERING ERING PLTE ENH MRK ITUMINOUS LOKING OR OTTOM UILING JT JOINT LG EM M T OL ON MU INET TH SIN EILING EMENT ENTIMETER (S) ERMI TILE OLUMN ONRETE ONRETE MSONRY UNIT ONST ONSTRUTION ONT ONTINUOUS OR ONTINUE ONTR ONTRT (OR) JT ONTROL JOINT ORR ORRUGTE RS OURSE (S) FT UI FOOT Y UI YR L TL IM IV R S WG E LO ETIL IMENSION IVISION OOR OWN SPOUT RWING E ELE EW EST ELETRI (L) ELETRI WTER OOLER ELEVTION EQUL EXISTING EXPNSION OLT EXPOSE EXTERIOR EL EQ EXIST E EXP EXT FIN FLR FN FO FOM FOS FR FTG FUR FLOOR RIN FIRE EXTINGUISHER FIRE EXTINGUISHER INET FINISH (E) FLOOR (ING) FOUNTION FE OF ONRETE FE OF MSONRY FE OF STUS FRME (), (ING) FOOTER (ING) FURRE (ING) G GL G GGE, GUGE GLSS, GLZING GR R HW HTG HV HRWRE HETING HETING/ VENTILTION/ IR ONITIONING LORTORY LG OLT LMINTE () LVTORY LEFT HN LIVE LO MT MH MFR MR MS MO MX MEH MTL M MM MIN MIR ML MT MTERIL (S) MNHOLE MNUFTURE (R) MRLE MSONRY MSONRY OPENING MXIMUM MEHNI (L) METL METER (S) MILLIMETER (S) MINIMUM MIRROR MOLING, MOULING MOUNT (E), (ING) NR NOM N NI NTS NOISE REUTION OEFFIIENT NOMINL NORTH NOT IN ONTRT NOT TO SLE O OPG OPP OPH O OH ON ENTER (S) OPENING OPPOSITE OPPOSITE HN OUTSIE IMETER OVERHE PNL PNEL PT PINTE PTN PRTITION PVMT PVEMENT PLM PLSTI LMINTE PL PLTE PLYW PLYWOO PV POLYVINYL HLORIE PF POUNS PER UI FOOT PFL POUNS PER LINEL FOOT PSF POUNS PER SQURE FOOT PSI POUNS PER SQURE INH PL PROPERTY LINE R R REF RET REV ROW R RM RO RETURN IR RIUS REFRIGERTOR RETURN REVISION (S), REVISE RIGHT OF WY RISER ROOF RIN ROOM ROUGH OPENING SHEULE SETION SHEET SIMILR SOLI ORE SOUTH SPEIFITION (S) SQURE STINLESS STEEL STNR STEEL STORM RIN SUSPENE SYMMETRY (IL) TEL TV THK T&G TSL TST TW T TYP TELEPHONE TELEVISION THIK (NESS) TONGUE N GROVE TOP OF SL TOP OF STEEL TOP OF WLL TOWEL R TYPIL UR URINL V VERT V VT VPOR RRIER VERTIL VINYL SE VINYL OMPOSITION TILE W WP WWF WTER LOSET WTERPROOF (ING) WELE WIRE FRI WEST WITH, WIE WITHOUT WOO W W W/O W. Governing ode Ohio uilding ode..0 UILING/WLL SETION REFERENE SHEET NUMER.0 SETION INITOR REFERENE SHEET NUMER 0 ROOM NUMER ELEVTION TRGET ETIL INITION REFERENE SHEET NUMER.0 OLUMN GRI 8 9. ll dimensions shall be verified at the job by the General ontractor and each Subcontractor. The rchitect must be notified of any discrepancies before proceeding 8. It is solely the ontractor's responsibility to follow the applicable safety codes with the work. and regulations during all phases of construction.. imensions are witnessed to face of masonry or to face of stud, unless otherwise noted. 9. The General ontractor shall comply with all uilding ode requirements of the local governing authority, and shall obtain and pay for all required local permits, fees, and inspections, with the exception of fees required for the Plumbing, HV,. utting into new work of other trades or into the existing structure shall be done by and Electrical portions of the work, which are the responsibility of the respective the trade requiring the cutting. ll cutting shall be done in a neat manner using saws Subcontractors. where possible. ny damage to the work of the other trades or to the existing structure in excess of the cutting required, which, in the opinion of the architect, is due to negligence, shall be repaired at the expense of the trade who did the cutting. ll 0. These documents were prepared on the basis of examination of visible portions patching and painting as a result of the cutting and not to the negligent action shall beof the existing structure. The rchitects/engineers assume no responsibility for done by the ontractor at his expense. any situations, dimensions, or other conditions of the existing structure which may arise during demolition or construction. OOR NUMER 7. Fill any masonry voids with mortar or concrete where anchors occur. W WINOW TYPE T. ll equipment furnished and work performed under the ontract ocuments shall be guaranteed against defects in materials and workmanship for a period of one () year from the date of final acceptance. ny failure of equipment or work 9. olting of wood to structural members or masonry shall be in general with a minimum of /" bolts at '0" o.c. except where shown otherwise. Situations requiringdue to defects in material or workmanship shall be corrected by the ontractor at no cost to the Owner. special bolting shall be with the size and spacing of bolts to suit the conditions. nchoring of wood to structural members, or concrete shall be, in general, with strap anchors fixed in place with expansion anchors or power driven anchors.. Patch all walls, floors, and ceilings and properly prepare all surfaces for new TEST ORING 80 NEW ONTOURS 8 EXISTING ONTOURS. Should any of the detailed instructions shown on the drawings conflict with these notes, structural notes, the specifications, or with each other, the strictest provision shall govern. 8. ll connections are to develop the full strength of the framing members, unless otherwise approved. INTERIOR ELEVTION INITION 8.0 NEW POINT ELEVTION 8.0 EXISTING POINT ELEVTION 7. Unless noted otherwise, all concrete curbs and equipment pads shall be furnished by the general contractor and sized and located by the ontractor installing the equipment.. o not cut or patch any work that will impair the structural load carrying capacity or reduce the load/deflection ratio.. This is a "uilders Set" of drawings. Obtain rchitect's specific approval prior to deviating from the drawings. It shall be the ontractor's sole responsibility to comply with standard building and construction practices and Manufacturer's. Provide adequate temporary support for work being cut and patched to prevent recommendations for all items not specifically indicated and detailed on the failure. o not endanger other work. Provide adequate protection of other work drawings. Follow the best trade practices and engineering for the items not during cutting and patching to prevent damage. ut work by method least likely to specifically detailed and indicated. damage work to be retained and adjoining work. REVISION finishes. Patch with seams which are durable and as invisible as possible. omply 0. The structure is designed to be selfsupporting and stable after the building is fullywith specified tolerances for the type of work being done. Restore exposed completed. It is solely the ontractor's responsibility to determine erection procedure finishes of patched areas and, where necessary, extend new finish restoration onto and sequence and to insure the safety of the building and its component parts during adjoining retained work in a manner which will eliminate evidence of patching. erection. This includes the addition of whatever shoring, sheeting, temporary bracing, guys or tie downs which might be necessary. Such material shall remain the. In general, new materials and materials for repair conditions shall match similar ontractor's property after the completion of the project. items in quality, detail, profile, and finish as those already built into the work. TYPE OF ONSTRUTION: USE GROUP:(MIXE) F, LOW HZR FTORY/INUSTRIL S, LOW HZR STORGE NEW FTORY UILING: LLOWLE HEIGHT & RE: LLOWLE TULR RE (TLE 0): (USE GROUP F, MOST RESTRITIVE) 0. The General ontractor shall be responsible for extending down spout leaders. oordinate locations and/or elevations of floor drains, registers, access panels, '0" minimum beyond face of building. The Site ontractor shall make final grilles, louvers, convectors, cabinet unit heaters, panels, etc., with Mechanical and connections to storm water system as required. Electrical ontractors.,000 SF HEIGHT: STORY (') RE:,000 SF/FLR HEIGHT: STORY (') JUSTE LLOWLE RE: FROM TLE 0:,000 sq.ft. FRONTGE INRESE: 7,0 sq.ft. * SEE LULTION TOTL LLOWLE RE:,0 sq.ft. *FRONTGE INRESE MOIFITION (SETION 0.): W I = 00 F 0. f P 0 0 = 7% I = f 0 =,000 + (,000)(7/00) =,0 sq ft a F = 70' (OPEN UILING PERIMETER) P = 70' (UILING PERIMETER) W = 0' (WITH OF PULI WY) MXIMUM OUPNT LO: (O TLE 00.. ) INUSTRIL RES : G0.0 OVER SHEET T TITLE SHEET GENERL NOTES EXISTING ONITIONS N EMOLITION PLN SITE PLN GRING PLN SWPPP NOTES SWPP PLN SWPPP NOTES N ETILS SWPP PLN ETILS UTILITY PLN ETILS ETILS WTER ETILS OVERLL UILING PLN N ENLRGE PLNS ENLRGE PLNS N INTERIOR ELEVTIONS EQUIPMENT PLN SHEULES N ETILS EXTERIOR ELEVTIONS PRTIL UILING SETION PRTIL UILING SETION WLL SETIONS N ETILS WLL SETIONS S0.0 S.0 S.0 S.0 S.0 S.0 S.0 GENERL STRUTURL NOTES & SPEIL INSPETIONS FOUNTION PLN ENLRGE FOUNTION PLN EILING FRMING PLN FOUNTION ETILS FOUNTION ETILS FRMING ETILS P.00 P.00 P.00 P.0 P.0 PLUMING PLN PLUMING SHEULES N ISOS PLUMING SPEIFITIONS PLUMING SPEIFITIONS PLUMING SPEIFITIONS M.00 M.00 M.00 M7.00 M7.0 M7.0 M7.0 MEHNIL FLOOR PLN MEHNIL ETILS MEHNIL SHEULES MEHNIL SPEIFITIONS MEHNIL SPEIFITIONS MEHNIL SPEIFITIONS MEHNIL SPEIFITIONS, SF. (GROSS) = TOTL MXIMUM OUPNY = OUPNTS EGRESS WITH PROVIE: 9. Size and location of all floor or roof openings to be verified with trade affected before proceeding with work. RE: UILING T:. ench mark: New finish floor elevations 00' 0" to match site datum elevation (98.0). (See Site Plan Sheet for locations of benchmarks).. In any room in which Plumbing, Heating or Electrical alterations are made, the ontractor requiring cutting into existing work shall make proper repairs to other building items affected (i.e., floors, walls, ceilings, base chair rail, trim, etc.). N PROJET ESRIPTION THIS PROJET ONSISTS OF ONSTRUTION OF NEW PREENGINEERE METL INUSTRIL UILING (PEM ESIGN Y OTHERS) FOR THE ELIVERY N STORGE RW OF MTERILS N STORGE OF FINISHE MTERILS PRIOR TO SHIPPING. THE NEW UILING WILL E MIXEUSE, NONSEPRTE, F LOW HZR FTORY N S LOW HZR STORGE. REQUIRE EGRESS WITH: plumbing, or electrical requirements are shown for bidding purposes only. ontractors shall obtain approval of the involved trades before proceeding with. Perform demolition as indicated on plans and details and as required for the completion of the project as indicated. Schedule and perform demolition procedures such portion of the work. Excess cost related to variation in these requirements to be borne by the appropriate contractor. taking necessary precautions to prevent water damage to the existing structure. SITE GOVERNING OE: 07 OHIO UILING OE (0 I w/ STTE MENMENTS). Provide lintels or headers over all openings including those required for ductwork,. onstruction joints permitted only where shown or as approved by the pipes, louvers, grilles, dampers, etc. Flash all openings in exterior walls. rchitect. 7. ll walls appearing shaded on reflected ceiling plans are to extend to underside of structure above. ll interior partitions not indicated to extend to the underside of the structure above shall extend through the ceiling system ", and be braced at intervals not exceeding '0" o.c.. Soil bearing pressure is assumed to be minimum,00 PSF. Verify soil bearing pressure and subsoil conditions. Notify rchitect immediately if conditions less than stated are encountered. 8. Equipment framing loads, openings and structure in any way related to HV, SITE LOTION MP LTERNTES: rawing Name:O:\08\088 Simcote\0wg\ad&RevitFiles\utoad\G\G0.0.dwg October, 08 swilliams F FE FE L L LM LV LH LL SH SE SHT SIM S S SPE SQ SS ST STL S SUSP SYM OUPNTS x.0"/oupnt = 8" ( EXIT ") = 7" PLUMING FIXTURE REQUIREMENTS: WTER LOSETS: TOTL OUPNTS / = 0 MLE N 0 FEMLE OUPNTS 0 MLE PER 00 =. = MLE WTER LOSET REQUIRE 0 FEMLE PER 00 =. = FEMLE WTER LOSET REQUIRE LVTORIES: TOTL OUPNTS / = 0 MLE N 0 FEMLE OUPNTS 0 MLE PER 00 =. = MLE LVTORY REQUIRE 0 FEMLE PER 00 =. = FEMLE LVTORY REQUIRE RINKING FOUNTINS: TOTL PER 0 = RINKING FOUNTIN (HI & LOW UNIT) REQUIRE SERVIE SINKS: SERVIE SINK REQUIRE FIRE RESISTNE T: (TLE 0) STRUTURL FRME: 0 HR. ERING WLLS: INTERIOR: 0 HR. EXTERIOR: 0 HR. NONERING WLLS (INTERIOR): 0 HR. (EXTERIOR): 0 HR. FLOOR ONSTRUTION: 0 HR. ROOF ONSTRUTION: 0 HR. OTHER REQUIREMENTS: FURNE ROOMS: EQUIPMENT < 0,000 TU, 0 HR., O 08. STORGE ROOMS > 00 SF: HR., O 08. LIMITE RE SPRINKLER: NO MNUL FIRE LRM SYSTEM: NO, FULL FIRE SUPPRESSION SYSTEM: NO FIRE N SMOKE ETETION SYSTEM: NO E0.0 ES.00 E.00 E.0 E.00 E.0 E.0 E.00 ELETRIL SYMOL LEGEN N GENERL NOTES SITE PLN LIGHTING PLN POWER PLN ELETRIL RISER IGRM N SHEULES ELETRIL ETILS ELETRIL ETILS ELETRIL SPEIFITIONS OVER SHEET HEIGHT HOLLOW ORE HOLLOW METL HORIZONTL HOSE I HOT WTER HETER INSIE IMETER INTERIOR INVERT INEX OF RWINGS 0 N. GREENWOO STREET MRION, OHIO HT H HM HOR H HWH I INT INV UILING OE T TE J / LT LUM NO SPH OVE FINISHE FLOOR JENT IR ONITIONING LTERNTE LUMINUM NHOR OLT NOIZE SPHLT GENERL RHITETURL NOTES FF SYMOLS SIMOTE IN. REVITIONS ESRIPTION 0//08 ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER SEW EHE JO NO G0.0

2 JEFFERSON ST. IMPROVEMENT PLNS SIMOTE Glaus, Pyle, Schomer, urns & ehaven, Inc. 0 South Main Street, Suite kron, OH Fax opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc N GREENWOO ST. MRION, OHIO OTOER, 08 VIINITY MP 0//08 PROJET SITE E. MRK ST. E. FRMING ST. QURRY ST. N. GREENWOO ST. E. GEORGE ST. NY LINES LL TE ESRIPTION INEX OF RWINGS TITLE SHEET T00 rawing Name: O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad PROJET ESRIPTION THIS SITE ONSIST OF N EXISTING FTORY UILING / SERVIE UILINGS WITH SPHLT N GRVEL PRKING RES. NEW UILING ON THE SOUTHWEST ORNER OF THE PROPERTY IS EING PROPOSE WITH LOING OK. THIS SITE IS LOTE T 0 N. GREENWOO ST. IN ITY OF MRION, OHIO N IS ENTIRELY INSIE MRION OUNTY. OHIO SPEIFITION THE STNR SPEIFITIONS OF THE STTE OF OHIO, EPRTMENT OF TRNSPORTTION, INLUING HNGES N SUPPLEMENTL SPEIFITIONS LISTE IN THE PROPOSL SHLL GOVERN THIS IMPROVEMENT. GENERL NOTES EXISTING ONITIONS N EMOLITION PLN SITE PLN GRING PLN SWPPP NOTES SWPPP PLN SWPP PLN NOTES N ETILS SWPP PLN ETILS UTILITY PLN ETILS WTER ETILS OWNER N EVELOPER TO 0 0 OUNRY SURVEY ISLIMER OUNRY SURVEY OF THIS PROPERTY IS NOT PERFORME. THESE PLNS RE SE ON LIMITE TOPOGRHI SURVEY OMPLETE Y GP GROUP. SIMOTE 0 N GREENWOO ST. MRION, OHIO ISSUE FOR: I ONSTRUTION REOR PROJET MNGER October 08 JO NO ESIGNER TITLE SHEET T00

3 GENERL PLN NOTES. REMOVE, REINSTLL, N RELOTE: REMOVE ITEMS INITE; LEN, SERVIE, N OTHERWISE PREPRE THEM FOR REUSE; STORE N PROTET GINST MGE. REINSTLL ITEMS IN LOTIONS INITE.. EXISTING TO REMIN: PROTET ITEMS INITE TO REMIN GINST MGE N. SOILING THROUGHOUT ONSTRUTION. WHEN TE Y THE ENGINEER, ITEMS MY E REMOVE TO SUITLE, PROTETE STORGE LOTION THROUGHOUT ONSTRUTION N THEN LENE N REINSTLLE IN THEIR ORIGINL LOTIONS... ONTRTOR SHLL SHEULE EMOLITION TIVITIES WITH THE ONSTRUTION/PROJET MNGER INLUING THE FOLLOWING:.. ETILE SEQUENE OF EMOLITION N REMOVL WORK, WITH STRTING N ENING TES FOR EH TIVITY... TES FOR SHUTOFF, PPING, N ONTINUTION OF UTILITY SERVIES... IENTIFY N URTELY LOTE UTILITIES N OTHER SUSURFE STRUTURL, ELETRIL, OR MEHNIL ONITIONS... REGULTORY REQUIREMENTS: OMPLY WITH GOVERNING EP NOTIFITION REGULTIONS EFORE STRTING EMOLITION. OMPLY WITH HULING N ISPOSL REGULTIONS OF UTHORITIES HVING JURISITION. 7. STORGE OR SLE OF REMOVE ITEMS OR MTERILS ONSITE WILL NOT E TE. 8. OTIN PPROVE ORROW SOIL MTERILS OFFSITE WHEN SUFFIIENT STISFTORY. SOIL MTERILS RE NOT VILLE ONSITE. 9. MINTIN EXISTING UTILITIES INITE TO REMIN IN SERVIE N PROTET THEM 7. GINST MGE THROUGHOUT ONSTRUTION OPERTIONS. 9.. O NOT INTERRUPT EXISTING UTILITIES SERVING OUPIE OR OPERTING FILITIES, EXEPT WHEN UTHORIZE IN WRITING Y ENGINEER N UTHORITIES 8. HVING JURISITION. PROVIE TEMPORRY SERVIES URING INTERRUPTIONS TO EXISTING UTILITIES, S EPTLE TO OWNER N TO GOVERNING UTHORITIES. 0. O NOT STRT EMOLITION WORK UNTIL UTILITY ISONNETING N SELING HVE 9. EEN OMPLETE N VERIFIE IN WRITING.. UTILITY REQUIREMENTS: LOTE, IENTIFY, ISONNET, N SEL OR P OFF INITE UTILITY SERVIES SERVING THE SITE... RRNGE TO SHUT OFF N P UTILITIES WITH UTILITY OMPNIES N FOLLOW THEIR RESPETIVE UTILITY KILL N P POLIIES. 0.. ONUT EMOLITION OPERTIONS TO PREVENT INJURY TO PEOPLE N MGE TO JENT UILINGS N FILITIES TO REMIN. ENSURE SFE PSSGE OF PEOPLE ROUN EMOLITION RE... ERET TEMPORRY PROTETION, RRIES S PER LOL GOVERNING UTHORITIES... PROTET EXISTING SITE IMPROVEMENTS N PPURTENNES TO REMIN.. EXPLOSIVES: USE OF EXPLOSIVES WILL NOT E TE.. REMOVE N TRNSPORT ERIS IN MNNER THT WILL PREVENT SPILLGE ON JENT SURFES N RES.. UTILITY NOTES (ONTINUE) PRIOR TO STRTING ONSTRUTION THE ONTRTOR SHLL E RESPONSILE TO MKE. EFORE STRTING GRING OPERTIONS, SEE SHEET THROUGH, STORMWTER STORM SEWER NOTES SURE THT LL REQUIRE S N PPROVLS HVE EEN OTINE. NO POLLUTION PREVENTION PLN NOTES N ETILS (SWPP). ONSTRUTION OR FRITION SHLL EGIN UNTIL THE ONTRTOR HS REEIVE N. LL HPE STORM SEWER PIPES S SHOWN ON THE PLNS SHLL E WITH WTER THOROUGHLY REVIEWE LL PLNS N OTHER OUMENTS PPROVE Y LL OF THE. EFORE STRTING GRING OPERTIONS, SEE N SOILS REPORT FOR TRETMENT OF TIGHT JOINTS PER STM F0. GSKETS SHLL MEET THE REQUIREMENTS OF TING UTHORITIES. EXISTING GRE. STM F77. PIPE SIZES " THROUGH 0" IMETERS SHLL HVE ELL GENERL LEGEN LEGEN: Glaus, Pyle, Schomer, urns & ehaven, Inc. REINFORE WITH POLYMER OMPOSITE N. THE ELL TOLERNE EVIE LL WORK SHLL E PERFORME IN ORNE WITH THESE PLNS, SPEIFITIONS. PRIOR TO SITE ONSTRUTION TIVITY, THE ONTRTOR SHLL INSTLL LL SWPP SHLL E INSTLLE Y THE MNUFTURER. N THE REQUIREMENTS N STNRS OF THE LOL GOVERNING UTHORITY. THE MESURES TO PROTET EXISTING RINGE FILITIES. ONTRTOR SHLL PREVENT SOILS REPORT N REOMMENTIONS SET FORTH THEREIN Y GP GROUP TE SILTTION FROM LEVING THE SITE T LL TIMES.. LL PV STORM SEWER, LESS THN " IN IMETER SHLL E SR, PER STM RE PRT OF THE REQUIRE ONSTRUTION OUMENTS N TKE PREEENE UNLESS SPEIFILLY NOTE OTHERWISE ON THE PLNS. THE ONTRTOR. STRIP UILING N PVEMENT RES OF LL ORGNI TOPSOILS. STOKPILE SUITLE 0 N JOINTS PER STM (OR PPROVE EQUL) OR S NOTE ON THE SHLL NOTIFY THE ONSTRUTION/PROJET MNGER OF NY ISREPNY ETWEEN TOPSOILS FOR RESPREING ONTO LNSPE RES. LL EXESS EXVTE PLNS. SOILS REPORT N PLNS, ET. MTERILS SHLL E REMOVE FROM THE SITE T THE ONTRTOR'S EXPENSE. SEE GEOTEHNIL REPORT FOR STRIPPING N TOPSOIL REQUIREMENTS.. LL RP STORM SEWER " N GRETER IN IMETER SHLL E L IV, PER STM THE TOPOGRPHI SURVEY Y GP GROUP, TE 0008 SHLL E ONSIERE 7, N JOINTS PER STM S. PRT OF THESE PLNS. THE G.. IS RESPONSILE FOR LOTING LL IMPROVEMENTS PER. SITE GRING SHLL E PERFORME IN ORNE WITH THESE PLNS N THESE PLNS. SPEIFITIONS N THE REOMMENTIONS SET FORTH IN THE SOILS REPORT Y GP. THE ONTRTOR SHLL E RESPONSILE FOR LL TRENHING, KFILLING N GROUP, TE N REFERENE IN THIS PLN SET. THE ONTRTOR SHLL E PIPE INSTLLTION, PIPE MTERIL N TP ONNETION. OORINTE LL THE LOTIONS OF UNERGROUN FILITIES SHOWN ON THE PLN RE SE ON RESPONSILE FOR REMOVING LL SOFT, YIELING OR UNSUITLE MTERILS N WORK WITH GOVERNING UTHORITIES. TOPOGRHI SURVEY Y GP GROUP TE 0008 N ITY REORS. IT SHLL E REPLING WITH SUITLE MTERILS S SPEIFIE IN THE SOILS REPORT. UNLESS THE ONTRTOR'S FULL RESPONSIILITY TO ONTT THE VRIOUS UTILITY OMPNIES OTHERWISE SPEIFIE IN THE PLNS, SPEIFITIONS, OR SOILS REPORT THE SITE TO LOTE THEIR FILITIES PRIOR TO STRTING ONSTRUTION. NO ITIONL GRING, EXVTION, N EMNKMENT SHLL E IN ORNE WITH THE STTE. LENOUTS TO E INSTLLE T LL PIPE ENS N NGLES, UNLESS OMPENSTION SHLL E PI TO THE ONTRTOR FOR MGE N REPIR TO THESE EPRTMENT OF TRNSPORTTION ONSTRUTION N MTERIL SPEIFITIONS. MNHOLE IS INITE. FILITIES USE Y HIS WORK FORE.. T MINIMUM LL EXVTE OR FILLE RES SHLL E OMPTE TO 98% OF. OORINTE LL WORK WITH ITY OF 787 LL IMENSIONS, GRES, N UTILITY LOTIONS SHOWN ON THESE PLNS WERE SE STNR PROTOR MXIMUM RY ENSITY PER.S.T.M. TEST 98. MOISTURE ONTENT ON OVE MENTIONE TOPOGRPHI SURVEY. THE ONTRTOR SHLL FIEL VERIFY LL T TIME OF PLEMENT SHLL NOT EXEE % OVE NOR % ELOW OPTIMUM. THE EXISTING ONITIONS PRIOR TO ONSTRUTION. ONTRTOR SHLL NOTIFY ONTRTOR SHLL FOLLOW THE REOMMENTIONS OF THE GEOTEHNIL REPORT SNITRY SEWER NOTES ONSTRUTION/PROJET MNGER IF NY ISREPNIES EXIST PRIOR TO PROEEING N RETIN QULIFIE SOILS ENGINEER REGISTERE WITHIN THE STTE TO ENSURE WITH ONSTRUTION FOR NEESSRY HNGES. NO EXTR OMPENSTION SHLL E PI OMPLINE WITH THE GEOTEHNIL REPORT, MKE GEOTEHNIL REOMMENTIONS. NY NEW SNITRY SEWER LTERLS INVERT ELEVTION RE SHOWN T TO THE ONTRTOR FOR WORK HVING TO E REONE UE TO INFORMTION SHOWN SE ON FIEL ONITIONS, N ENSURE THT LL SHORING N EWTERING MENS UILING. INORRETLY ON THESE PLNS IF SUH NOTIFITION HS NOT EEN GIVEN. N METHOS WILL NOT OMPROMISE THE STILITY OF EXISTING OR PROPOSE FOOTINGS/FOUNTIONS. THE REQUIREMENT TO HIRE N INEPENENT GEOTEHNIL. LENOUTS TO E INSTLLE T LL PIPE ENS N NGLES, UNLESS LL WORK WITHIN THE RIGHTS OF WY SHLL E IN ORNE WITH THE GOVERNING ENGINEER MY E WIVE IF N OWNER HIRE GEOTEHNIL ENGINEER IS ONSITE. THE MNHOLE IS INITE. JURISITION N SPEIFITIONS. OWNER RESERVES THE RIGHT TO REQUEST OMPTION REPORTS PREPRE Y THE ONTRTOR'S GEOTEHNIL ENGINEER, VERIFYING THT LL FILLE RES N ONTRTOR SHLL OORINTE NY MINTENNE OF TRFFI WITH THE OWNER'S. THE ONTRTOR SHLL HIRE LOL PLUMER LIENSE WITH THE LOL SUGRE RES WITHIN THE UILING P RE N RES TO E PVE HVE EEN REPRESENTTIVE N THE LOL JURISITION PRIOR TO ONSTRUTION. OMPTE IN ORNE WITH THESE PLNS N SPEIFITIONS N THE SNITRY JURISITION TO MKE LL ONNETIONS FROM THE UILING TO THE REOMMENTIONS SET FORTH IN THE SOILS REPORT. NOTIFY PROJET ONSTRUTION EXISTING SEWER. ONTRTOR SHLL SEURE SNITRY SEWER ONNETION ONTRTOR SHLL T LL TIMES ENSURE THT SWPP MESURES PROTETING EXISTING MNGER IF NY UNSUITLE SOILS RE FOUN. PRIOR TO NY ONSTRUTION. THE ONTRTORS PRIE FOR SNITRY RINGE FILITIES E IN PLE PRIOR TO THE OMMENEMENT OF NY PHSE OF THE SEWER INSTLLTION SHLL INLUE LL FEES N PPURTENNES SITE ONSTRUTION OR LN LTERTION. 7. FOLLOWING GRING OF SUSOIL TO SUGRE ELEVTIONS THE ONTRTOR SHLL REQUIRE Y THE LOL SNITRY JURISITION TO PROVIE OMPLETE PLE TOPSOIL TO " EPTH IN LL ISTURE RES WHIH RE NOT TO E PVE. WORKING SERVIE. OORINTE LL WORK WITH ITY OF UPON OMPLETION OF PROJET, ONTRTOR SHLL LEN THE PVE RES PRIOR TO SMOOTHLY FINISH GRE TO MEET SURROUNING LWN RES N ENSURE POSITIVE 787. REMOVL OF TEMPORRY SEIMENT ONTROLS, S IRETE Y THE ITY N/OR RINGE. STOKPILE TOPSOIL SHLL E SREENE PRIOR TO RESPREING. TOPSOIL ONSTRUTION/PROJET MNGER. IF POWER WSHING IS USE, NO SEIMENT LEN SHLL E FREE OF SUSOIL, ERIS, RUSH N STONES LRGER THN " IN NY WTER SHLL E WSHE INTO THE STORM SYSTEM. LL SEIMENT LEN MTERIL ON IMENSION. ROK HOUNING IN PLE WILL NOT E TE. LL EXESS TOPSOIL. LL SNITRY PIPE MTERIL WITHIN PRIVTE PROPERTY SHLL E " PV, SR PVEMENT OR WITHIN THE STORM SYSTEM SHLL E OLLETE N REMOVE FROM THESHLL E LEGLLY ISPOSE OF OFF SITE. ONFORMING TO STM 0, WITH JOINTS PER STM. SITE T ONTRTOR'S EXPENSE. 8. ELEVTIONS GIVEN RE T OTTOM FE OF UR N/OR FINISHE PVEMENT GRE THE ONTRTOR WILL, UPON EOMING WRE OF SUSURFE OR LTENT PHYSIL UNLESS OTHERWISE SPEIFIE ON GRING PLN. LL PVEMENT SHLL E LI ON WTER NOTES ONITIONS IFFERING FROM THOSE ISLOSE Y THE ORIGINL SOIL EXPLORTION STRIGHT, EVEN, N UNIFORM GRE WITH MINIMUM OF % SLOPE TOWR THE WORK, PROMPTLY NOTIFY THE OWNER VERLLY TO VERIFITION OF THE OLLETION POINTS UNLESS OTHERWISE SPEIFIE ON THE GRING PLN. O NOT. WTER SERVIE MTERILS SHLL E OPPER TYPE "K" UNLESS OTHERWISE ONITIONS N IN WRITING, S TO THE NTURE OF THE IFFERING ONITIONS. NO LIMLLOW NEGTIVE GRES OR PONING OF WTER. NOTE ON PLNS. IMETER SHLL E S NOTE ON THESE PLNS (SHEET ) Y THE ONTRTOR FOR NY ONITIONS IFFERING FROM THOSE NTIIPTE IN THE N SHLL E INSTLLE WITH MINIMUM OVER OF 8" OR ELOW FROST LINE, PLN N SPEIFITIONS N ISLOSE Y THE SOIL STUIES Y GP GROUP TE 9. SLOPE UILING SIEWLK WY FROM THE UILING T MXIMUM OF.% (UNLESS WHIHEVER IS GRETER WILL E LLOWE UNLESS THE ONTRTOR HS SO NOTIFIE THE OWNER, OTHERWISE INITE ON SHEET ). VERLLY N IN WRITING S REQUIRE OVE, OF SUH IFFERING ONITIONS.. ONSTRUTION N MTERILS PROVIE Y THE WTER OMPNY: 0. ONTRTOR SHLL PROVIE UTT EN JOINT TO MEET EXISTING PVEMENT IN ELEVTION THESE PROJET ONSTRUTION OUMENTS SHLL NOT ONSTITUTE ONTRTUL T RIVE RETURNS N ENSURE POSITIVE RINGE. TP MIN. RELTIONSHIP ETWEEN THE ENGINEER N THE ONTRTOR OR THE ENGINEER N THE FURNISH N INSTLL UR STOP & OX N WTER METER. SUONTRTOR. OORINTE LL WORK WITH QU LEN JENT UILINGS N IMPROVEMENT OF UST, IRT, N ERIS USE. Y THE ENGINEER WILL NOT E RESPONSILE FOR ONSTRUTION OR SFETY MENS, EMOLITION OPERTIONS. RETURN JENT RES TO ONITION EXISTING EFORE METHOS, TEHNIQUES, SEQUENES OR PROEURES UTILIZE IN ONSTRUTION Y THE STRT OF EMOLITION. ONTRTOR OR SUONTRTORS... MGES: PROMPTLY REPIR MGES TO JENT FILITIES USE Y EMOLITION. THE ONTRTOR SHLL RUN N INEPENENT VERTIL ONTROL TRVERSE TO HEK OPERTIONS T THE ONTRTORS OST. ENHMRKS N HORIZONTL ONTROL TRVERSE THROUGH THE REFERENE PROJET ONTROL TUM TO ONFIRM GEOMETRI T. IT IS THE ONTRTORS 7. GENERL: PROMPTLY ISPOSE OF EMOLISHE MTERILS. O NOT LLOW EMOLISHE RESPONSIILITY TO NOTIFY THE ENGINEER OF NY ISREPNIES PRIOR TO THE STRT OF MTERILS TO UMULTE ONSITE. ONSTRUTION. ELETRIL NOTES 0 South Main Street, Suite kron, OH Fax opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 0//08 ESRIPTION. EMOLITION INLUES THE FOLLOWING:... TRNSFER ENHMRK ONTROL TO NEW LOTIONS OUTSIE THE ISTURE RE PRIOR TO OMMENING EMOLITION OPERTIONS (WHEN PPLILE)... EMOLITION N REMOVL OF SITE IMPROVEMENTS... ISONNETING, PPING OR SELING, N NONING/REMOVING SITE UTILITIES IN PLE (WHIHEVER IS PPLILE)... REMOVE N LEGLLY ISPOSE OF ITEMS EXEPT THOSE INITE TO E REINSTLLE, SLVGE, OR TO REMIN. GRING PLN NOTES TE EMOLITION NOTES ONSTRUTION N MTERILS PROVIE Y THE ONTRTOR: FURNISH N INSTLL OPPER SERVIE LINE FROM METER TO UILING. LL TRENHING N KFILLING.. OORINTE LL WORK WITH OHIO EISON. 8. URNING: O NOT URN EMOLISHE MTERILS.. FILLING ELOWGRE RES: OMPLETELY FILL ELOWGRE RES N VOIS RESULTING FROM EMOLITION OF UILINGS N PVEMENTS WITH SOIL MTERILS ORING TO REQUIREMENTS PER SOILS REPORT. ONTRTOR SHLL ONTT ENGINEER PRIOR TO FILLING NY RES. ONTRTOR SHLL ONTT ENGINEER TO. OSERVE FILL PROEURES.. ONUT EMOLITION OPERTIONS N REMOVE ERIS TO ENSURE MINIMUM INTERFERENE WITH ROS, STREETS, WLKS, N OTHER JENT OUPIE N USE FILITIES... O NOT LOSE OR OSTRUT STREETS, WLKS, OR OTHER JENT OUPIE OR USE FILITIES WITHOUT PERMISSION FROM OWNER N UTHORITIES HVING JURISITION. PROVIE LTERNTE ROUTES ROUN LOSE OR OSTRUTE TRFFI WYS IF REQUIRE Y GOVERNING REGULTIONS. rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad. ONTRTOR TO SWUT EXISTING PVEMENT TO REMIN PRIOR TO UR, GUTTER, PVEMENT, ET REMOVL. ONSTRUTION N MTERILS PROVIE Y THE GS OMPNY: TP MIN. FURNISH N INSTLL SERVIE FROM TP TO METER. LL TRENHING N KFILLING VERIFY WITH GS OMPNY PRIOR TO LL IMENSIONS N RII RE GIVENFE TO OF UR UNLESS OTHERWISE NOTE. GENERL UTILITY NOTES ONSTRUTION. LL EXTERIOR SITE SPEIFI PORTLN ONRETE EMENT (I.E. SIEWLK, PVEMENT. ONTRTOR SHLL ONTT LL UTILITY OMPNIES IMMEITELY FTER I IS FURNISH N INSTLL METER. OR URING) SHLL MEET THE LTEST EITION OF THE STTE EPRTMENT OF OORINTE LL WORK WITH OLUMI GS. WRE N ENSURE THE UTILITY OMPNIES HVE THE ESSENTILS REQUIRE TRNSPORTTION SPEIFITIONS FOR MTERILS USE, MIXING, TRNSPORTTION, FOR OMPLETE SERVIE INSTLLTION. ONTRTOR SHLL NOTIFY PLEMENT N URING. THE MINIMUM STRENGTH FOR P LLOWE IS 00 PSI T 8. ONSTRUTION N MTERILS PROVIE Y THE ONTRTOR: ONSTRUTION MNGER N ENGINEER OF NY TIME FRMES ESTLISHE Y Y STRENGTH. IR ENTRINMENT SHLL E IN ORNE WITH OT SPEIFITIONS FURNISH N INSTLL SERVIE FROM METER TO UILING N UTILITY OMPNIES WHIH WILL NOT MEET OPENING TE. FOR EXTERIOR ONRETE. (ONTRTOR SHLL REFER TO ETILS WITHIN THIS THROUGHOUT THE UILING. RWING SET FOR NY VRITIONS TO THIS SPEIFITION). ONTRTOR SHLL INLUE LL FEES REQUIRE Y THE GS OMPNY. ONTRTOR SHLL VERIFY THE SIZE, LOTION, INVERT ELEVTION, N TO PROVIE OMPLETE WORKING SERVIE. LL EXTERIOR UR SHLL HVE EXPNSION JOINTS T 00'0" O., N ONTROL JOINTS ONITION OF EXISTING UTILITIES WHIH RE INTENE TO E UTILIZE S T 0'0" O.. (UNLESS OTHERWISE SPEIFIE ON THE ETIL SHEETS) LL EXTERIOR ONNETION POINT FOR LL PROPOSE UTILITIES (SEE SHEET ), PRIOR TO WLK SHLL HVE EXPNSION JOINTS T 0'0" O.. N ONTROL '0" MX. O.. NY ONSTRUTION. ONTRTOR TO ENSURE EXISTING UTILITIES RE IN GOO (UNLESS OTHERWISE SPEIFIE ON THE ETIL SHEETS). ONITION N FREE FLOWING (IF PPLILE). IF ELEVTIONS, SIZE, OR LOTION IFFER FROM WHT IS SHOWN ON SHEET, ONTRTOR SHLL LL ONRETE SHLL HVE MEIUM TRNSVERSE FINISH. NOTIFY ENGINEER IMMEITELY. UTILITY NOTES. WHERE PLNS PROVIE FOR PROPOSE WORK TO E ONNETE TO, OR ROSS OVER N EXISTING SEWER OR UNERGROUN UTILITY, THE ONTRTOR SHLL LOTE THE EXISTING PIPES OR UTILITIES OTH S TO LINE N GRE EFORE STRTING THE PROPOSE WORK. IF IT IS ETERMINE THT THE ELEVTION OF THE EXISTING ONUIT, OR EXISTING PPURTENNE RESULTS IN HNGE IN THE PLN, THE ENGINEER SHLL E NOTIFIE EFORE STRTING ONSTRUTION OF NY PORTION OF THE PROPOSE WORK WHIH WOUL E FFETE Y THE INTERFERENE WITH N EXISTING FILITY. PYMENT FOR LL THE OPERTIONS ESRIE OVE SHLL E INLUE IN THE ONTRT PRIE FOR THE PERTINENT ITEM. ISSUE FOR: PLN REPROUTION WRNING GENERL NOTES. ELOWGRE EMOLITION: EMOLISH FOUNTION WLLS N OTHER ELOWGRE EMOLITION, S FOLLOWS:.. OMPLETELY REMOVE ELOWGRE EMOLITION, INLUING FOUNTION WLLS FOOTINGS, N ELOW GRE ONRETE SLS... SITE PLN NOTES 0 N GREENWOO ST. MRION, OHIO 0. UILING P EMOLITION: EMOLISH UILING P OMPLETELY N REMOVE FROM. THE SITE. USE METHOS REQUIRE TO OMPLETE WORK WITHIN LIMITTIONS OF GOVERNING REGULTIONS N S FOLLOWS:. 0.. ISPOSE OF EMOLISHE ITEMS N MTERILS PROMPTLY. 0.. EMOLISH ONRETE N MSONRY IN SMLL SETIONS. 0.. REK UP N REMOVE ONRETE SLS ON GRE. NTURL GS NOTES SIMOTE 9. SESTOS: IT IS NOT EXPETE THT SESTOS WILL E ENOUNTERE IN THE OURSE OF THIS ONTRT. IF NY MTERILS SUSPETE OF ONTINING SESTOS RE ENOUNTERE, O NOT ISTUR THE MTERILS. IMMEITELY NOTIFY THE ENGINEER N THE OWNER. THE PLNS HVE EEN RETE ON NSI ("x")sheets, REFER TO GRPHI SLE. I ONSTRUTION REOR PROJET MNGER ESIGNER JO NO

4 L.F.± 9 L.F.± Glaus, Pyle, Schomer, urns & ehaven, Inc. N GREENWOO ST. 0 South Main Street, Suite kron, OH Fax opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 L.F.± 9 L..F± 8 L.F.± 0//08 PROJET RE (. RES) PROJET RE (. RES) L.F.± 9 L.F.± L.F.± 9 L..F± SEE ENLRGEMENT RE, THIS SHEET 8 L.F.± L.F.± EXISTING ONITIONS N EMOLITION PLN N GREENWOO ST. TE L.F.± F.±. L ESRIPTION L.F.± L.F.±.F.± L 0. L.F.± 0 L.F.± SIMOTE. L.F.± ENLRGEMENT RE SIS OF ERING: 0 0 L.F.± "=0' Horizontal Scale in Feet RES). ( T RE PROJE EXISTING STRUTURES rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad ENHMRKS: Underground Utilities PLN KEYNOTES # LEGEN (SEE SHEET 00 FOR GENERL LEGEN) EXISTING SPHLT TO E SWUT N REMOVE FULL EPTH 0 0 EXISTING ONRETE WLK TO E SWUT N REMOVE TO THE NEREST JOINT. 0 EX.GRVEL RE TO E REMOVE "=0' Horizontal Scale in Feet # EXISTING ONITIONS N EMOLITION PLN " = 0' ##L.F.± EMOLITION KEYNOTE ENOTES LIMITS OF SWUT 0 0 N GREENWOO ST. MRION, OHIO EMOLITION NOTE: LL EXISTING SITE N SURROUNING FETURES SUH S UTILITIES, PVEMENT,. EXISTING TH SIN N SSOITE STORM SEWERS TO E REMOVE. UR, LNSPING, ET. SHLL REMIN N E PROTETE THROUGHOUT. EXISTING UR TO E SWUT N REMOVE TO THE NEREST JOINT. ONSTRUTION UNLESS NOTE OTHERWISE, OR RE REQUIRE TO E MOIFIE OR. EXISTING ' HIGH HIN LINK GTE TO E REMOVE SLVGE N RELOTE REMOVE PER FOR THE INSTLLTION OF PROPOSE IMPROVEMENTS. LL ISTURE SITE PLN. FETURES SHLL E RESTORE OR RELOTE S REQUIRE TO THE STISFTION OF THE OWNER. ONTRTOR SHLL REPIR/REPLE NY SURROUNING FETURES MGE S RESULT OF ONSTRUTION TIVITIES T NO ITIONL 0. EXISTING UR TO REMIN N E PROTETE THROUGHOUT ONSTRUTION. OST N TO THE STISFTION OF THE OWNER.. EXISTING PVEMENT TO REMIN N E PROTETE THROUGHOUT ONSTRUTION.. EXISTING UTILITIES TO REMIN N E PROTETE THROUGHOUT ONSTRUTION. STRT. I STRUTURE ETILS T/ = 98. " SPP (W) = 98. 8" SPP (E) = OMINE SEWER MH 0 T/ = 98. " VP (N & S) = T/ = 98.9 " VP (SE) = 98. OMINE SEWER MH 087 T/ = 98.7 " VP (N) = " VP (NW & S) = T/ = SILT LEVEL = 98.9 OMINE SEWER MH 7 SN MH 0 T/ = " VP (SE & N) = T/ = 98.9 SILT LEVEL = T/ = NONE 00 T/ = 98.7 " SPP (N) = T/ = " SPP (E & W) = T/ = " VP (S) = T/ = " VP (NW) = " VP (E) = T/ = 98. TOP OF WTER = T/ = 98. " VP (NW) = 98.0 " VP (E & SW) = 980. ST MH 0 T/ = 98.9 " VP (NE) = 98. " VP (S) = 980. ST MH 00 T/ = 98.8 " SMP (NW) = 98. 8" VP (NW) = 980. " SPP (SW) = 98. ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER JO NO

5 Glaus, Pyle, Schomer, urns & ehaven, Inc. 0 South Main Street, Suite kron, OH Fax opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 RNER) (TO PRKING O.'.7' UNISTURE RE UNISTURE RE UNISTURE RE 0' (To Remain) 0//08 XFMR 8.0' 0'(TYP) 8' (TYP) (TO SIEWLK) 00' TE 80' 0' NEW UILING PROPOSE FF = ESRIPTION.' ELE. PNELS 8' N GREENWOO ST. UST OLLETOR P UNISTURE RE UNISTURE RE 8.0'.' (TO SIEWLK) 8.7' OUTLET STRUTURE HW PROPOSE ETENTION HW SITE PLN SIMOTE 9.9' 0 N GREENWOO ST. MRION, OHIO ONSTRUTION KEYNOTES rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad ONRETE PVEMENT MTERIL SIS OF ERING: 0" ITEM, TYPE, OOT PPROVE # RS T " (MIN) STEEL REINFOREMENT TOP N OTTOM GRE GG. SE " NOTE: LL ITIONL ISTURE RE ROUN PROPOSE UILING WILL E REPIRE IN KIN. ENHMRKS: PROPOSE OUTLET STRUTURE, SEE UTILITY PLN FOR ETILS. PROPOSE STORM TRENH RIN, SEE ETIL, SHEET 0 OR PPROVE EQUL PROPOSE 'X' FROST SL T OOR, SEE ETIL, SHEET 0. PROPOSE LENOUT, SEE ETIL, SHEET 0. PROPOSE HEVY UTY ONRETE PVEMENT, SEE ETIL, SHEET 0. PROPOSE ELETRI TRNSFORMER PER ELETRIL OMPNY SPEIFITIONS. G.. TO VERIFY EXT LOTION N SIZE WITH UTILITY ENGINEER I PROPOSE UST OLLETOR, SEE RHITETURL PLNS FOR ETILS. PROPOSE WLL / FENE / RILING, SEE RHITETURL N STRUTURL PLNS FOR ETILS. ONSTRUTION PROPOSE LOTION OF SLVGE ' HIGH HIN LINKE GTE. PROPOSE P... WLK, SEE ETIL, SHEET 0. REOR PROPOSE 'L X 'W X 8"T OOT 0.09 TYPE ROK HNNEL PROTETION T HEWLL OVER OOT 7.09 TYPE GEOTEXTILE FRI. PROJET MNGER ESIGNER PROPOSE 'L X 8'W X 8"T OOT 0.09 TYPE ROK HNNEL PROTETION WITH OOT 7.09 TYPE GEOTEXTILE FRI WRP. PROPOSE HEVY UTY ONRETE PRON, 0" ONRETE SL WITH " / EH WY PLE IN MIEPTH OF SL OVER " OOT 0 OMPTE GGREGTE SE. PROPOSE GRVEL RIVE WITH HEVY UTY STONE SE; () " OMPTE LIFTS OF OOT # 0 STONE. JO NO. PROPOSE SUMP PUMP PIT, SEE PLUMING PLNS FOR PUMP ETILS. PROPOSE OLLR, SEE SHEET 0 FOR ETILS. PROPOSE 'L X 'W X 8"T OOT 0.09 TYPE ROK HNNEL PROTETION WITH OOT 7.09 TYPE GEOTEXTILE FRI WRP. PROPOSE POWER POLE, SEE ELETRIL PLNS FOR ETILS. PROPOSE FULL EPTH GRVEL PVEMENT TO E REPIRE IN KIN. PROPOSE WTER METER, SEE UTILITY PLN FOR ETILS. HEVY UTY PVEMENT RE OOT SPEIFITIONS ITEM ONRETE PVEMENT Underground Utilities LEGEN (SEE SHEET 00 FOR GENERL LEGEN) ITEM 0, OOT PPROVE PROPOSE ONRETE PROPOSE UTILITIES REFER TO UTILITY PLN, SHEET FOR MORE INFORMTION. PROPOSE FULL EPTH PVEMENT REPIR IN KIN PROPOSE GRVEL PVEMENT, SEE KEYNOTE FOR ETILS. PROPOSE FULL EPTH GRVEL PVEMENT REPIR IN KIN "=0' Horizontal Scale in Feet ISSUE FOR:

6 rawing Name: O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad : N GREENWOO ST. SIS OF ERING: ENHMRKS: (To Remain) ELEV.= YR. WTER : OUTLET STRUTURE ETENTION HW PROPOSE : HW PROPOSE FF = NEW UILING UNISTURE RE ELE. PNELS UST OLLETOR P XFMR (To Remain) RE UNISTURE UNISTURE RE RE UNISTURE UNISTURE RE 0 South Main Street, Suite kron, OH Fax LEGEN (SEE SHEET 00 FOR GENERL LEGEN) * T= = XX PROPOSE ONTOUR MTH EXISTING GRE TOP OF WLL ELEVTION OTTOM OF WLL ELEVTION PROPOSE RINGE SLOPE & IRETION ISSUE FOR: I Underground Utilities ONSTRUTION REOR JO NO SIMOTE 0 N GREENWOO ST. MRION, OHIO TE ESRIPTION Glaus, Pyle, Schomer, urns & ehaven, Inc. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET MNGER ESIGNER GRING PLN 0 0 SEE ENLRGEMENT RE, THIS SHEET 0 "=0' Horizontal Scale in Feet EXISITING ONTOUR PROPOSE FINISHE GROUN ELEVTION TRUK PIT ENLRGEMENT RE 0 0 "=0' Horizontal Scale in Feet 0 LIMITS OF ISTURNE LIMITS OF ISTURNE 0//08 LIMITS OF ISTURNE

7 URING PREONSTRUTIONMEETING LL EROSION & SEIMENT ONTROL FILITIES & PROEURES SHLL E ISUSSE. THESE ONTRT RWING SHLL E ME VILLE ON SITE T LL TIMES N PRESENTE UPON REQUEST. IF UNFORESEEN STORM WTER POLLUTION IS ENOUNTERE, ITIONL STORM WTER POLLUTION PREVENTION (SWPP) MESURES SHLL E IMPLEMENTE TO MNGE THE URRENT SITE ONITIONS WHIH MY E REQUESTE Y THE OWNER, OUNTY ENGINEER, PROJET ENGINEER OR SOIL N WTER ONSERVTION SERVIE REPRESENTTIVE T NYTIME. SUH REQUESTS N HNGE IN SITE ONITIONS SHLL E IMPLEMENTE IMMEITELY T ONTRTOR'S EXPENSE. LL STORM WTER POLLUTION PREVENTION PRTIES WILL E INSTLLE EFORE NY OTHER ERTH MOVING OURS.. LL STORM WTER POLLUTION PREVENTION ITEMS SHLL E INSTLLE S SHOWN OR NOTE IN THESE PLNS. PLNT TEMPORRY SEEING N MULHING IN LL RES THT SHLL E INTIVE FOR YS OR MORE. LL ISTURE N EROE ERTH SHLL E REGRE N SEEE WITHIN 7 YS WITH SEEING, S EFINE ON THE TEMPORRY SEEING TLE WITHIN THESE PLNS, TO ESTLISH STILITY N PROVIE SEIMENT ONTROL. WHERE POSSILE, TEMPORRY SEEING GROWTH SHLL NOT E MOWE UNTIL IT HS GONE TO SEE FOR YER... PERMNENT VEGETTION SHLL E INSTLLE WITHIN 7 YS T THE OMPLETION OF NY GRE RES, WETHER TING.. 7. PRIOR TO THE TIME THT RINGE IVERTS TO INLETS, INLET SEIMENT FILTERS SHLL E INSTLLE T LL INLET STRUTURES TO KEEP PIPING SYSTEMS FREE OF SILTTION. 8. SILT RRIERS SHLL E INSTLLE ROUN LL EXISTING N NEW STORM INLETS, TH SINS, YR RINS. INSTLL ROK HEK MS FOR HEWLL INLETS FOR STORM WTER POLLUTION PREVENTION. 9.. STORM WTER POLLUTION PREVENTION MESURES SHLL E INSTLLE ROUN LL IRT OR TOPSOIL STOKPILES N OTHER TEMPORRILY ISTURE RES S SHOWN ON THESE PLNS N S IRETE Y THE ENGINEER. 0. ONTRTOR SHLL INSPET LL SWPP MESURES ILY N LOGGE Y THE ONTRTOR " RINFLL EVENT. REPIR FOR INSPETION, LOGGING SHLL E WEEKLY N FTER EVERY S NEESSRY TO PREVENT EROSION. SILTTION SHLL E REMOVE FROM RES WHERE FILURES HVE OURRE N ORRETIVE TION TKEN WITHIN HOURS TO MINTIN LL SWPP.. SILT RRIERS, ONSTRUTION ENTRNES, N SILT PERIMETER ONTROLS SHLL REMIN IN PLE UNTIL GOO STN OF GRSS HS EEN OTINE N/OR PVING OPERTIONS RE OMPLETE. ONTRTOR SHLL KEEP SILT FROM ENTERING NY STORM RINGE SYSTEM. ONE SITE HS EEN OMPLETELY STILIZE, NY SILT IN PIPES N RINGE SWLES SHLL E REMOVE WITHIN 0 YS.. TEMPORRY SEIMENTTION N STORM WTER POLLUTION PREVENTION MESURES MUST " RIN EVENTS. E INSPETE N FTER UTILITY OMPNIES MUST OMPLY WITH LL STORM WTER POLLUTION PREVENTION MESURES S EFINE ON THE STORM WTER POLLUTION PREVENTION PLNS, ETILS N NOTES.. LL EXISTING WTER OURSES WITHIN THE PROJET LIMITS SHLL E TEMPORRILY PROTETE URING LN LERING N GRING OPERTIONS. SOILS WITHIN 0 FEET OF SI WTER OURSES SHLL E STILIZE WITHIN YS OF THE INITIL LERING / GRING OPERTION S SHOWN ON PLNS. 9.. IT IS THE ONTRTOR'S RESPONSIILITY TO MINTIN LL SEIMENTTION N STORM WTER POLLUTION PREVENTION ITEMS T LL TIMES.. UST ONTROL SHLL E MINTINE THROUGHOUT ONSTRUTION. IF POSSILE GRING SHLL E ONE Y PHSING. IF PHSING IS NOT N OPTION, UST SHLL E ONTROLLE WITH WTER URING ERTHWORK. FTER ERTHWORK OPERTIONS, THE EXPOSE SOILS SHLL E OVERE WITH STRW OR MULH UNTIL SEEE. SEE ETIL WITHIN THESE PLNS. OIL IS NOT TO E USE S UST SUPPRESSNT. 7. NY ISHRGE OF PETROLEUM OR PETROLEUM PROUTS OF LESS THN GLLONS ONTO PERVIOUS SURFE SHLL E LEGLLY REMOVE N PROPERLY TRETE OR PROPERLY ISPOSE OF, OR OTHERWISE REMEITE, SO THT NO ONTMINTION FROM THE ISHRGE REMINS ONSITE. 8. IN THE EVENT OF LRGE PETROLEUM SPILL ( OR MORE GLLONS) ONTRTOR MUST ONTT OHIOEP. THE LOL FIRE EPRTMENT, N THE LOL EMERGENY PLNNING OMMITTEE (LEP) WITHIN 0 MINUTES OF SPILL OF OR MORE GLLONS.. IF NEESSRY, ELETRIL, TELEPHONE, LE, WTER, FIER OPTI LE N/OR GS LINES NEEING TO E REMOVE OR RELOTE SHLL E OORINTE WITH THE FFETE UTILITY OMPNY. EQUTE TIME SHLL E PROVIE FOR RELOTION N LOSE OORINTION WITH THE UTILITY OMPNY IS NEESSRY TO PROVIE SMOOTH TRNSITION IN UTILITY SERVIE. ONTRTOR SHLL PY LOSE TTENTION TO EXISTING UTILITIES WITHIN NY RO RIGHT OF WY URING ONSTRUTION.. ONTRTOR IS RESPONSILE FOR PLING N MINTINING ONSTRUTION FENE, SIGNS, ET. TO WRN N KEEP PEOPLE OFF SITE FOR THE URTION OF THE PROJET. N IF EXISTING FENE IS PRTILLY ROUN THE PERIMETER OF THE SITE IT OUL E UTILIZE S ONSTRUTION FENE URING INFRSTRUTURE WORK. rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad. IF ENOUNTERE URING SITE REEVELOPMENT, NY OIL/GS WELLS OR MINE SHFTS MUST E PROPERLY NONE, VULTE N VENTE IN ORNE WITH URRENT REGULTIONS N SPEIFITIONS OF LL GOVERNING UTHORITIES. IF, FOR NY RESON, THE PROJET IS SUSPENE, THE ONTRTOR SHLL INSURE THT LL INSTLLE EROSION MESURES RE FUNTIONING N PROPERLY MINTINE URING THIS PERIO, N THT LL RE SOILS RE SEEE N MULHE WITH TEMPORRY SEE MIXTURE.. THE FOLLOWING STORM WTER POLLUTION PREVENTION N SEIMENT ONTROL MESURES WHIH WILL E USE ON THIS SITE INLUE, UT RE NOT LIMITE TO THE FOLLOWING : a. SILT FENE b. SILT RRIER c. ONSTRUTION ENTRNE d. ONRETE WSHOUT FILITY ONTINERSSHLLE PROVIEFORTHE PROPEROLLETIONOF LL WSTEMTERIL INLUINGONSTRUTIONERIS,TRSH,PETROLEUMPROUTSN NY HZROUS MTERILSUSE ONSITE. ONTINERSSHLL E OVERE N NOT LEKING. LL WSTEMTERILSHLLE ISPOSEOF T FILITIESPPROVEFOR THT MTERIL. ONSTRUTIONEMOLITIONN ERIS(&)WSTEMUST E ISPOSEOF T THE OHIO EP PPROVE & LN FILL.. STKE N/OR FLG LIMITS OF LERING.. LERING& GRUING,S NEESSRY,FOR INSTLLTIONOF PERIMETERONTROLS. INSTLLSILT PERIMETERONTROLSS SHOWNON PLNS. SILT PERIMETERONTROLS SHLL E INSTLLELEVEL, LONG THE ONTOURS,WITH ENS TURNEUPSLOPETO PREVENT ONENTRTE FLOW T THE SILT PERIMETER ONTROLS.. INSTLL TEMPORRYSILT INLET PROTETIONON LL EXISTING TH SINS N INLETS, S ESIGNTEIN THE PLNS. REMOVLOF SILT INLET PROTETIONFROM ESIGNTEINLETS N ONLY OUR WHEN STRUTUREIS REMOVE, N S REQUIRE Y THE PROGRESSION OF THE EMOLITION N ONSTRUTION. HNLINGONSTRUTIONHEMILS: MIXING, PUMPING,TRNSFERRINGOR OTHER HNLING OF ONSTRUTIONHEMILS SUH S FERTILIZER, LIME, SPHLT, ONRETERYINGOMPOUNS,N LL OTHERPOTENTILLYHZROUSMTERILS SHLL E PERFORMEIN N RE WY FROM NY WTEROURSE,ITH OR STORM RIN. 7. LERING & GRUING THE REMINING SITE S NEESSRY. TOPSOIL SHLL E STRIPPENSTOKPILEON SITEFORREUSE,OR REMOVETO N PPROVEOFFSITE SPOIL RE. 8. EGIN FILLING & GRING S REQUIRE TO REH SUGRE. 9. UTILIZEUSTONTROLMESURESS REQUIRETO MINIMIZEIRORNEPOLLUTIONY METHOS PPROVE Y THE UTHORIZING EP OFFIE. EQUIPMENTFUELING N MINTENNE,OIL HNGING,ET., SHLL E PERFORME WYFROMWTEROURSES,ITHESOR STORMRINS,IN N REESIGNTEFOR THT PURPOSE.THE ESIGNTERE SHLL E EQUIPPEFOR REYLINGOIL N THINGSPILLS. SEONRYONTINMENTSHLL E PROVIEFOR LL FUEL OIL STORGETNKS.THESERESMUST E INSPETEEVERYSEVENYS N WITHIN HRS. OF 0. INH OR GRETERRIN EVENT TO ENSURE THERE RE NO EXPOSE MTERILSWHIH WOUL ONTMINTESTORM WTER. SITE OPERTORSMUST E WRE THT SPILL PREVENTION ONTROL N OUNTERMESURES (SP) REQUIREMENTSMY PPLY. N SP PLN IS REQUIREFOR SITES WITH ONE SINGLE OVE GROUN TNK OF 0 GLLONS OR MORE, UMULTIVEOVE GROUN STORGEOF 0 GLLONSOR MORE,OR,000GLLONSOF UNERGROUNSTORGE. ONTMINTE SOILS MUST E ISPOSE OF IN ORNE WITH ITEM 9. ONRETEWSH WTER SHLL NOT E LLOWETO FLOW TO STREMS,ITHES, STORMRINS,OR NY OTHERWTERONVEYNE. SUMPOR PIT WITHNO POTENTIL FOR ISHRGESHLL E ONSTRUTEIF NEEE TO ONTIN ONRETEWSH WTER.FIELTILE OR OTHERSUSURFERINGESTRUTURESWITHIN0 FT. OF THE SUMP SHLL E UT N PLUGGE.FOR SMLL PROJETS,TRUK HUTES MY E RINSE WY FROM NY WTER ONVEYNES. SPILL REPORTINGREQUIREMENTS: SPILLS ON PVEMENTSHLL E SOREWITH SWUSTOR KITTYLITTERN ISPOSEOF WITHTHE TRSHT LIENSESNITRY LN FILL. HZROUSOR INUSTRILWSTESSUH S MOST SOLVENTS,GSOLINE, OILSE PINTS, N EMENT URING OMPOUNSREQUIRE SPEIL HNLING. SPILLS SHLL E REPORTETO THE OHIO EP. SPILLS OF GLLONSOR MORE OF PETROLEUMPROUTS SHLL E REPORTE TO THE OHIO EP, THE LOL FIRE EPRTMENT,N THE LOLEMERGENYPLNNINGOMMITTEEWITHIN0 MINUTESOF THE ISOVERYOF THE RELESE.LL SPILLS WHIH ONTTWTERSOF THE STTE MUST E REPORTE TO THE OHIO EP. ONTMINTESOILS : IF SUSTNESSUH S OIL, IESEL FUEL, HYRULIFLUI, NTIFREEZE,ET.RE SPILLE,LEKE,OR RELESEONTOTHE SOIL,THE SOILSHOUL E UG UP N ISPOSEOF T LIENSESNITRYLN FILL OR OTHERPPROVE PETROLEUM ONTMINTE SOIL REMEITION FILITY (NOT ONSTRUTION/EMOLITION ERIS LN FILL). NOTE THOSE STORM WTER RUNOFFS SSOITEWITHONTMINTESOILSRE NOT E UTHORIZEUNERTHE OHIOEP GENERL STORM WTER SSOITE WITH ONSTRUTION TIVITIES. UST ONTROL OR UST SUPPRESSNTSSHLL E USE TO PREVENT NUISNE ONITIONS,IN ORNEWITH THE MNUFTURER'SSPEIFITIONSN IN MNNER, WHIH PREVENT ISHRGE TO WTERS OF THE STTE. SUFFIIENT ISTNEMUST E PROVIEETWEENPPLITIONSN NERY RIGES,TH SINS, N OTHER WTERWYS.PPLITION(EXLUINGWTER) MY NOT OUR WHENRINIS IMMINENTS NOTEIN THE SHORTTERMFOREST.USEOIL MY NOT E PPLIE FOR UST ONTROL.. OTHER IR TING REQUIREMENTS: ERTIN TIVITIES SSOITE WITH ONSTRUTIONWILL REQUIREIR S INLUINGUT NOT LIMITE TO: MOILE ONRETETH PLNTS, MOILE SPHLT PLNTS, ONRETERUSHERS,LRGE GENERTORS,ET.THESETIVITIESWILLREQUIRESPEIFIOHIOEP IR SFOR INSTLLTIONN OPERTION.OPERTORSMUST SEEK UTHORIZTIONFROM THE ORRESPONING ISTRITOF OHIO EP. FOR EMOLITIONOF LL OMMERILSITES, NOTIFITIONFOR RESTORTIONN EMOLITIONMUSTE SUMITTETO OHIO EP TO ETERMINE IF SESTOS ORRETIVE TIONS RE REQUIRE.. PROESS WSTE WTER/LEHTEMNGEMENT: EP'S ONSTRUTIONGENERL ONLYLLOWSTHE ISHRGEOF STORMWTERN OESNOT INLUEOTHER WSTESTREMS/ISHRGES SUH S VEHILEN/OREQUIPMENTWSHING,ONSITE SEPTI LEHTE ONRETE WSH OUTS, WHIH RE ONSIERE PROESS WSTEWTERS.LL PROESS WSTEWTERSMUST E OLLETEN PROPERLY ISPOSET N PPROVEISPOSLFILITY.IN THE EVENT,LEHTEOR SEPTGEIS ISHRGE;IT MUST E ISOLTE FOR OLLETIONN PROPER ISPOSL N ORRETIVE TIONS TKEN TO ELIMINTE THE SOURE OF WSTE WTER.. ELIVER ONSTRUTIONTRILER TO SITE N INSTLL TEMPORRYPOWER N TELEPHONE, IF REQUIRE. TEMPORRY UTILITY SERVIES RE THE SOLE RESPONSIILITY OF THE ONTRTOR. LERING& GRUING,S NEESSRY,FOR INSTLLTIONOF TEMPORRYSEIMENT TRP/SIN.INSTLLTEMPORRYSEIMENTTRP/SIN,IF REQUIRE,S ETILEIN THE PLNS. ONSTRUTN MINTIN TEMPORRYIVERSIONSWLE N / OR IVERSION ERM URING FILLING & GRING TIVITIES.... INSTLLONSTRUTIONENTRNES ETILEON PLNS.TEMPORRYONSTRUTION FENINGSHLL E INSTLLEROUNPERIMETEROF ONSTRUTIONSITE. WHERE THERE IS EXISTINGFENE LONG THE PERIMETEROF THE SITE, IT N E UTILIZE. FENING SHLL E USE TO RESTRIT OUTSIE TRFFI TO SITE.. OPEN URNING : NO OPEN URNING... NO ONSTRUTIONRELTE WSTE MTERILS RE TO E URIE ONSITE. Y EXEPTION,LENFILL (RIKS,HRENEONRETE,SOIL)MY E UTILIZEIN WY WHIH OES NOT ENROHUPON NTURL WETLNS,STREMS OR PLINS OR RESULT IN THE ONTMINTION OF WTERS OF THE STTE ONSTRUTION ENTRNE N ONRETE WSHOUT FILITY SHLL E UTILIZE, IF ONITIONS RE SUH THT MU IS OLLETING ON VEHILE TIRES, THE TIRES MUST E LENE EFORE THE VEHILES ENTER THE PULI ROWY. THE SITE ENTRNE SHLL E MINTINE IN ONITION THT WILL PREVENT THE TRKING OR FLOW OF MU ONTO THE PULI RIGHTOFWY. LL MTERILS SPILLE, ROPPE, WSHE OR TRKE FROM VEHILES ONTO THE ROWY MUST E REMOVE PROMPTLY. 0. IF NEESSRY, THE ONTRTOR SHLL OORINTE WITH RESPETIVE UTILITY OMPNIES PRIOR TO THE REMOVL N/OR RELOTION OF UTILITIES. THE ONTRTOR SHLL OORINTE WITH THE UTILITY OMPNY ONERNING PORTIONS OF WORK WHIH MY E PERFORME Y THE UTILITY OMPNY'S FORES N NY FEES WHIH RE TO E PI TO THE UTILITY OMPNY FOR THEIR SERVIES. THE ONTRTOR IS RESPONSILE FOR PYING LL FEES N HRGES. ONSTRUTIONPERSONNEL,INLUINGSUONTRTORSWHO MY USE OR HNLE HZROUSOR TOXIMTERILS,SHLLE MEWREOF THE FOLLOWINGGENERL GUIELINESREGRINGISPOSLN HNLINGOF HZROUSN ONSTRUTION WSTES: a) PREVENT SPILLS b) USE PROUTS UP c) FOLLOW LEL IRETIONS FOR ISPOSL d) REMOVE LIS FROM EMPTY OTTLES N NS WHEN ISPOSING IN TRSH e) REYLE WSTES WHENEVER POSSILE f) ON'T POUR INTO WTERWYS, STORM RINS OR ONTO THE GROUN g) ON'T POUR OWN THE SINK, OOR RIN OR SEPTI TNKS h) ON'T URY HEMILS OR ONTINERS i) ON'T URN HEMILS OR ONTINERS j) ON'T MIX HEMILS TOGETHER TO INSTLL (PTI) IS REQUIRE PRIOR TO THE ONSTRUTIONOF LL ENTRLIZESNITRY SYSTEMS, INLUING SEWER EXTENSIONS,N SEWERGE SYSTEMS (EXEPT THOSE SERVING ONE, TWO, N THREE FMILY WELLINGS)N POTLE WTER LINES. PLNS MUST E SUMITTEN PPROVEY OHIO EP. ISSUNEOF OHIO EP ONSTRUTIONGENERL STORM WTER OES NOT UTHORIZETHE INSTLLTIONOF NY SEWERGESYSTEMWHEREOHIO EP HS NOT PPROVE PTI. PLESEREFERTO THE ITY OF MRIONSTORMWTERMNGEMENTMNUL,URRENT EITION, FOR ITIONL INFORMTION. WSTES GENERTEY ONSTRUTIONTIVITIES (I.E. ONSTRUTIONMTERILS SUH S PINTS,SOLVENTS,FUELS,ONRETE,WOO,ET) MUST E ISPOSEOF IN ORNEWITH OHIO EP. HZROUSN TOXI SUSTNESRE USE ON VIRTULLYLL ONSTRUTIONSITES. GOO MNGEMENTOF THESE SUSTNESIS LWYS NEEE. 0. ONEPVEMENTGRESHVEEENESTLISHE,S ESIGNTEON THE PLNS,THE ONTRTOR SHLL UTILIZE THESE RES FOR STRUTURE ONSTRUTION.. IN PROPOSEGRSSRES,REPLETOPSOIL,FINE GREN SEE, S REQUIRE. STILIZE LL ISTURE RES WITH PERMNENT SEE N MULHING OR TEMPORRY SEEING IMMEITELY UPON REHING FINL GRE.. ONSTRUTUNERGROUNUTILITY WORK INLUINGSTORM RINGEFILITIES. UPON INSTLLTIONOF STORM RINGETH SINS, YR RINS N INLETS, INSTLL REQUIRE INLET PROTETION.. O NOT REPLE NY TOPSOIL, SEE OR INSTLL FINL PVEMENT PRIOR TO OMPLETIONOF UILINGSHELL. SHOULSITEWORKE OMPLETEPRIOR TO THIS TE, MULH ISTURERES TO E PLNTE N INSTLL STONE SUSE IN ISTURE RES TO E PVE. STORM WTER POLLUTION PREVENTION PLN NRRTIVE PROJET ESRIPTION THE EXISTING ONITION OF THIS SITE HS ITUMINOUS MIX GRVEL P N RUSHWEEGRSS MIX OVER WITH N INGRESS/EGRESS FROM N GRENNWOO ST. THE PROPOSE SITE WILL HVE UILING WHIH IS 80 FEET X 00 FEET (0. RES) N ONRETE PS T OVERHE OORS, MN OORS, LOING OK, ONE UST OLLETOR P N ONE ELETRI TRNSFORMER, TOTL OF,000 SF OF ONRETE PS. NEW ETENTION PON IS E TO THE SITE TO ONTROL RUNOFF N FOR WTER QULITY. Glaus, Pyle, Schomer, urns & ehaven, Inc. 0 South Main Street, Suite kron, OH Fax opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET OMPLETION STTISTIS PREL SIZE : TOTL ISTURE RE:.98RES PPROX..RES ESTIMTE PREONSTRUTION IMPERVIOUS RE (ITUMINOUS MIX GRVEL) ESTIMTE PREONSTRUTION IMPERVIOUS PERENTGE PREONSTRUTION URVE NUMER 0.79 RES 9.% 8 ESTIMTE POSTONSTRUTION IMPERVIOUS RE (ITUMINOUS MIX GRVEL & UILING) 0.90 RES ESTIMTE POST ONSTRUTION IMPERVIOUS PERENTGE % POSTONSTRUTION URVE NUMER 89 PROJET LOTION: LTITUE LONGITUE //08 EXISTING SITE SOIL TYPES: Ur: URN LN. REFERENE: US NTIONL RESOURES ONSERVTION SERVIE WE SOIL SURVEY. WETLN INFORMTION: THERE RE NO WETLNS ON THIS SITE, PER NTIONL WETLNS INVENTORY. FIRST N SUSEQUENT REEIVING STREM: INITIL REEIVING WTER IS GRVE REEK N THE SUSEQUENT REEIVING WTER IS ELWRE LKE.. FOLLOWINGOMPLETIONOF UILING SHELL N PVEMENT INSTLLTION.EGIN LNSPE INSTLLTION. ONTROL RTIONL N ESRIPTION. OMPLETESITEWORK,PVEMENTMRKINGSN FINLLENUP. RESEENY RES THT MY REQUIRETTENTIONIMMEITELY. NOTE THT LWN RES WILL NOT E EEME STLE UNTIL MINIMUM 80% VEGETTIVE ENSITY HS EEN HIEVE. THE ITY OF MRION STORM WTER REGULTIONS REQUIRE RITIL STORM METHOOLOGY TO ESIGN THE PROPOSE FILITY TO LIMIT THE INRESE IN RUNOFF T THE RITIL STORM K TO THE YER LLOWLE FLOW. NEW ETENTION SYSTEM IS PROPOSE N THE FLOW FROM THE PROPOSE IMPERVIOUS RE E TO THE SITE WILL E ROUTE THROUGH THE NEW ETENTION TO STORMWTER REPORT IS PREPRE USING HYRFLOW MEET THE RITIL STORM REQUIREMENT. TO SHOW LL LULTIONS. OWNER ONTT:. MINTINEROSION& SEIMENTTIONONTROLMESURESUNTIL THE SITE HS EEN OMPLETELYSTILIZE. LL RESOF VEGETTIVESURFE,WHETHERPERMNENT OR TEMPORRY,SHLL E ONSIERETO E IN PLE N FUNTIONLWHEN THE REQUIRE UNIFORM RTE OF OVERGE (80%) IS OTINE. 7. REMOVE SEIMENT ONTROLS. 8. THE FOLLOWINGITEMSMUSTE OMPLETEIN ORERY THE ONTRTOR,ONETHE SITE HS EEN EEME STLE: a) REMOVE ONSTRUTION ENTRNE PRIOR TO OMPLETION OF PVING b) SITE LEN UP c) RESEE NY RES THT REQUIRE ITIONL SEE d) SILT FENE SHOULE LENE,REMOVE,KFILLEN SEEEWITH PERMNENT SEEING. e) VERIFY POSITIVERINGEFLOW IN LL RINGESTRUTURES,REPIR S NEESSRY. SIMMET ENTERPRISES 0 N. GREENWOO ST. MRION, OHIO NTIIPTE TIMING: ONSTRUTION EGIN: ONSTRUTION OMPLETE: ONTRTOR: ONTT: PHONE NUMER: OTOER, 08 MY, 09 STEVENS ONSTRUTION P. IN. OUG STEVENS (7) 879 ONTRTOR SHLL MINTIN ONSTRUTION LOG OUMENTING LL GRING N STILIZTION TIVITIES. ** YERLY INSPETIONS, OMPLETE Y MY ST OF EH YER, MUST E OUMENTE. OPIES SHOUL E SENT TO THE LOL ITY S WELL S THE THE LOL OUNTY SOIL N WTER ONSERVTION ISTRIT. ONLY PPROVE SIGNE PLNS Y THE LOL SW RE TO E USE FOR ONSTRUTION. ONTRTORS INSPETOR SHLL E QULIFIE INIVIUL. SITE INSPETIONS SHLL E ONE WEEKLY N WITHIN HRS FTER EVERY RINFLL EVENT EXEEING /" OF RINFLL. LL NEESSRY REPIRS SHOUL E IMPLEMENTE IMMEITELY FTER SUH INSPETIONS. SWPP NOTES.. 0 N GREENWOO ST. MRION, OHIO. ONSTRUTION SEQUENE ESRIPTION. ITIONL ONSTRUTION SITE POLLUTION ONTROLS TE. LL WORK SPEIFIE S N OOT ITEM SHLL E GOVERNE Y THE URRENT STTE OF EPRTMENT OF TRNSPORTTION ONSTRUTION N MTERIL SPEIFITIONS S WELL S THE URRENT EITION OF THE ITY OF MRION STORM WTER MNGEMENT MNUL. IT IS THE ONTRTOR'S RESPONSIILITY TO POSSESS N TO E FMILIR WITH PPLILE SETIONS. STORM WTER POLLUTION PREVENTION NOTES. SIMOTE ONTRTOR'S INSPETOR SHLL E RESPONSILE FOR PREPRING N SIGNING WEEKLY N LL INTERMEITE EROSION ONTROL INSPETION REPORTS FTER EVERY INSPETION. SUH REPORTS SHLL E ME VILLE TO OWNER, ENGINEER N ITY / STTE OFFIILS UPON THEIR REQUEST. REPORTS SHLL E KEPT FOR YERS FTER TERMINTION OF THE ONSTRUTION TIVITIES. ONTRTOR MY SUMIT WIVER REQUEST TO THE STTE EP FOR REUTION TO MONTHLY INSPETIONS IF THE SITE WILL E STILIZE ORMNT SITE FOR LONG PERIO. ONLY QULIFIE INSPETION PERSONNEL IS TO PERFORM THE INSPETIONS. FOR MPS THT REQUIRE REPIR OR MINTENNE NON SEIMENT PON MPS RE TO E REPIRE WITHIN YS OF INSPETION N SEIMENT PONS RE TO E REPIRE OR LENE OUT WITHIN 0 YS OF INSPETION. ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER FOR MPS THT O NOT MEET THE INTENE FUNTION, NEW MP SHLL E INSTLLE WITHIN 0 YS OF THE INSPETION. FOR MISSING MPS REQUIRE, THE MISSING MPS SHLL E INSTLLE WITHIN 0 YS OF THE INSPETION. JO NO

8 rawing Name: O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad N GREENWOO ST. UST ELEV.= 98.9 PROJET RE 00 YR. WTER ETENTION HW PROPOSE PROPOSE FF = SIS OF ERING: ENHMRKS: OUTLET STRUTURE HW Underground Utilities NEW UILING UNISTURE RE ELE. PNELS OLLETOR P XFMR (To Remain) RE PROJET RE PROJET RE UNISTURE UNISTURE RE RE UNISTURE UNISTURE RE 0 0 "=0' Horizontal Scale in Feet 0 LEGEN 0 South Main Street, Suite kron, OH Fax ISSUE FOR: I ONSTRUTION REOR JO NO SIMOTE 0 N GREENWOO ST. MRION, OHIO TE ESRIPTION Glaus, Pyle, Schomer, urns & ehaven, Inc. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET MNGER ESIGNER SWPP PLN 0//08

9 FOR LL ONSTRUTION TIVITIES, NY ISTURE RE, INLUING SOIL STOKPILES, WITHIN 7 YS IF THE MOST REENT THT WILL E ORMNT FOR MORE THN ISTURNE WITHIN THE RE YS UT LESS THN ONE YER, N NOT WITHIN 0 FEET OF WTEROURSE ISTURE RES THT WILL E ILE OVERPRIOR TO NOVEMER. THE WINTER WRF FESUE 90 E/P TLL FESUE STEEP NKS OR UT SLOPES 0 / ROWN VETH TLL FESUE FLT PE TLL FESUE O NOT SEE LTER THN UGUST rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad KENTUKY LUEGRSS 000 PERENNIL RYEGRSS KENTUKY LUEGRSS 000 REEPING RE FESUE 0//08 SWPPP ONTT: MENMENT No. TE OF MENMENT MENMENT PREPRE Y [NME(S) N TITLE] ESRIPTION OF THE MENMENT ESRIPTION THE ONSTRUTION ENTRNE SHLL OINIE WITH THE PROPOSE RIVE S SHOWN ON THE PLN. E/P. PVEMENT THIKNESS STONE LYER SHLL E " THIK FOR STNR UTY TIVITY N 0" THIK FOR HEVY UTY TIVITY.. RIVEWY WITH THE ENTRNE SHLL E T LEST 0' WIE. ONTRTOR SHLL ENSURE LL VEHILES UTILIZE THE ONSTRUTION ENTRNE UNTIL PVEMENT IS IN PLE.. EING GEOTEXTILE SHLL E PLE OVER THE ENTIRE RE PRIOR TO PLING STONE. IT SHLL E OMPOSE OF STRONG ROTPROOF POLYMERI FIERS N MEET THE SPEIFITIONS SHOWN ELOW.. ULVERT PIPE OR ULVERT SHLL E ONSTRUTE UNER THE ENTRNE IF NEEE TO PREVENT SURFE WTER FLOWING ROSS THE ENTRNE OR TO PREVENT RUNOFF FROM EING IRETE OUT ONTO PVE SURFES. 7. WTER R WTER R SHLL E ONSTRUTE S PRT OF THE ONSTRUTION ENTRNE IF NEEE TO PREVENT SURFE RUNOFF FROM FLOWING THE LENGTH OF THE ONSTRUTION ENTRNE N OUT ONTO PVE SURFES. 8. MINTENNE TOP RESSING OF ITIONL STONE SHLL E PPLIE S ONITIONS EMN. MU SPILLE, ROPPE, WSHE OR TRKE ONTO PULI ROS, OR NY SURFE WHERE RUNOFF IS NOT HEKE Y SEIMENT ONTROLS, SHLL E REMOVE IMMEITELY. REMOVL SHLL E OMPLISHE Y SRPING OR SWEEPING. TE GRINGTEMPORRY OR TIVITY PERMNENT INITITE TIVITY LOTION N ESRIPTION OF THE GRING TIVITY TE TE OF GRING STILIZTION TIVITY MESURES ESE INITITE ESRIPTION OF THE STILIZTION MESURE N LOTION O NOT SEE LTER THN UGUST RO ITHES N SWLES TLL FESUE 0 / WRF FESUE 90 / KENTUKY LUEGRSS 0. LWNS /. WTER R / // // // // STONE SIZE NO. STONE SHLL E USE, OR REYLE ONRETE EQUIVLENT. 0'± (IF NEESSRY) 0' MIN. REEPING RE FESUE OMESTI RYEGRSS KENTUKY LUEGRSS TLL FESUE. 70' (OR 0' FOR ESS TO INIVIUL HOUSE LOT) GENERL USE / FOR LOSE MOWING & FOR WTERWYS / / WITH <.0 FT/SE VELOITY / / PROJET NME: SWPPP ONTT: L./. L./,000 SQ FT SWPPP MENMENT LOG SWPP PLN NOTES N ETILS SEEING RTE opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET NME: PERMNENT SEEING SEE MIX 0 South Main Street, Suite kron, OH Fax GRING N STILIZTION LOG NOTES Glaus, Pyle, Schomer, urns & ehaven, Inc. ONTRTOR SHLL E RESPONSILE FOR PREPRING WEEKLY EROSION ONTROL INSPETION REPORTS. SUH REPORTS SHLL E ME VILLE TO OWNER, ENGINEER N ITY / STTE OFFIILS UPON THEIR REQUEST. 0 N GREENWOO ST. MRION, OHIO NOTE: OTHER PPROVE SEE SPEIES MY E SUSTITUTE SITE INSPETIONS SHLL E ONE WEEKLY N FTER EVERY RINFLL EVENT EXEEING /" OF RINFLL. LL NEESSRY REPIRS SHOUL E IMPLEMENTE IMMEITELY FTER SUH INSPETIONS. TE PERMNENT SEEING ) MULH N OTHER PPROPRITE VEGETTIVE PRTIES SHLL E PPLIE TO ISTURE RES WITHIN 7 YS OF GRING IF THE RE IS TO REMIN ORMNT (UNISTURE) FOR ONSTRUTION SEQUENING N ISTURING ONLY SMLL RES T TIME N GRETLY) SUSOILER, PLOW, OR OTHER IMPLEMENT SHLL E USE TO REUE SOIL OMPTION MORE THN YS OR ON RES N PORTIONS OF THE SITE WHIH N E ROUGHT TOREUE FINL PROLEMTI UST FROM THE SITE. IF LN MUST E ISTURE, ITIONL N LLOW MXIMUM INFILTRTION. (MXIMUM INFILTRTION WILL HELP ONTROL OTH RUNOFF GRE. TEMPORRY STILIZTION MESURES SHOUL E ONSIERE PRIOR TO ISTURNES.RTE N WTER QULITY.) SUSOILING SHOUL E ONE WHEN THE SOIL MOISTURE IS LOW ENOUGH TO LLOW THE SOIL TO RK OR FRTURE. SUSOILING SHLL NOT E ONE ON ) MULH SHLL ONSIST OF ONE OF THE FOLLOWING: ) PPLY TEMPORRY OR PERMNENT SEEING N MULH TO RES THT WILL REMIN ILE SLIPPRONE RES WHERE SOIL PREPRTION SHOUL E LIMITE TO WHT IS NEESSRY FOR FOR OVER YS. SVING EXISTING TREES N LRGE SHRUS WILL LSO REUSE SOIL N IR ESTLISHING VEGETTION. STRW SHLL E UNROTTE SMLL GRIN STRW PPLIE T THE RTE OF TONS/. OR 90 MOVEMENT ROSS ISTURE RES. L./,000 SQ. FT. (TWO TO THREE LES) THE STRW MULH SHLL E SPRE UNIFORMLY Y ) THE SITE SHLL E GRE S NEEE TO THE USE OF ONVENTIONL EQUIPMENT HN OR MEHNILLY SO THE SOIL SURFE IS OVERE. FOR UNIFORM ISTRIUTION OF ) SPRY SITE WITH WTER UNTIL THE SURFE IS WET EFORE N URING GRINGFOR NSEEE PREPRTION N SEEING. HNSPRE MULH, IVIE RE INTO PPROXIMTELY,000 SQ. FT. SETIONS N PLE REPET TWO S NEEE, ESPEILLY ON HUL ROS N OTHER HEVY TRFFI ROUTES. WTERING L LES OF STRW IN EH SETION. SHLL E ONE T RTE THT PREVENTS UST UT OES NOT USE SOIL EROSION. WETTING ) TOPSOIL SHLL E PPLIE WHERE NEEE TO ESTLISH VEGETTION. GENTS SHLL E UTILIZE ORING TO MNUFTURERS INSTRUTIONS. WOO ELLULOSE FIER SHOUL E USE T,000 L., OR L/,000 SQ. FT. ) GRIULTURL GROUN LIMESTONE SHLL E PPLIE TO I SOIL S REOMMENE Y ) GRE ROWYS N OTHER SUITLE RES WILL E STLIZE USING RUSHE SOIL TEST. IN LIEU OF SOIL TEST, LIME SHLL E PPLIE T THE RTE OF 00 POUNS PER,000 EPTLE MULHES INLUE MULH MTTINGS N ROLLE EROSION ONTROL PROUTS STONE OR ORSE GRVEL S SOON S PRTILE FTER REHING N INTERIM OR FINL SQ. FT. OR TONS PER RE. PPLIE ORING TO MNUFTURER'S REOMMENTIONS OR WOO MULH/HIPS PPLIE GRE. RUSHE STONE OR ORSE GRVEL N E USE S PERMNENT OVER TO PROVIE T 00 TONS/. ) FERTILIZER SHLL E PPLIE S REOMMENE Y SOIL TEST. IN PLE OF SOIL TEST, ONTROL OF SOIL EMISSIONS. FERTILIZER SHLL E PPLIE T RTE OF POUNS PER,000 SQ. FT. OR,000 POUNS PER ) MULH SHLL E NHORE IMMEITELY TO MINIMIZE LOSS Y WIN OR RUNOFF. THE ) REOR OF 000 OR NLYSES. EXISTING WINREK VEGETTION SHLL E MRKE N PRESERVE. SNOW FENING FOLLOWING RE EPTLE METHOS FOR NHORING MULH. OTHER SUITLE RRIER MY E PLE PERPENIULR TO PREVILING IR URRENTS T ) THE LIME N FERTILIZER SHLL E WORKE INTO THE SOIL WITH ISK HRROW, INTERVLS OF OUT TIMES THE RRIER HEIGHTS TO ONTROL IR URRENTS N LOWING USE ISK, RIMPER, OR SIMILR TYPE TOOL SET STRIGHT TO PUNH OR NHOR THE MULH SPRINGTOOTH HRROW, OR OTHER SUITLE FIEL IMPLEMENT TO EPTH OF INHES. ON SOIL. MTERIL INTO THE SOIL. STRW MEHNILLY NHORE SHLL NOT E FINELY HOPPE UT SLOPING LN, THE SOIL SHLL E WORKE ON THE ONTOUR. E LEFT GENERLLY LONGER THN INHES. ) LIUM HLORIE MY E PPLIE Y MEHNIL SPREER S LOOSE, RY GRNULES 7) SEEING SHOUL E ONE MRH TO MY OR UGUST TO SEPTEMER 0. IF SEEING OR FLKES T RTE THT KEEPS THE SURFE MOIST UT NOT SO HIGH S TO USE WTER USE MULH NETTINGS ORING TO THE MNUFTURER'S REOMMENTIONS, FOLLOWING POLLUTION OR PLNT MGE. PPLITION RTES SHOUL E STRITLY IN ORNEOURS WITH OUTSIE OF THE OVESPEIFIE TES, ITIONL MULH N IRRIGTION MY E LL PLEMENT N NHORING REQUIREMENTS. USE IN RES OF WTER ONENTRTION N REQUIRE TO ENSURE MINIMUM OF 80% GERMINTION. TILLGE FOR SEEE PREPRTION SUPPLIERS' SPEIFIE RTES. STEEP SLOPES TO HOL MULH IN PLE. SHOUL E ONE WHEN THE SOIL IS RY ENOUGH TO RUMLE N NOT FORM RIONS WHEN ) WHEN TEMPORRY UST ONTROL MESURES RE USE; REPETITIVE TRETMENT SHOUL OMPRESSE Y HN. FOR WINTER SEEING, SEE THE FOLLOWING SETION ON ORMNT FOR STRW MULH, SYNTHETI INERS SUH S RYLI LR (GRIT), 70, PETROSET, E PPLIE S NEE TO OMPLISH ONTROL. SEEING. TERR TK OR EQUL MY E USE T RTES REOMMENE Y THE MNUFTURER. LL PPLITIONS OF SYNTHETI INERS MUST E ONUTE IN SUH MNNER WHERE THERE IS 7) PVE RES THT HVE UMULTE SEIMENT FROM ONSTRUTION SHOUL E 8) SEEING SHOUL NOT E ME FROM OTOER THROUGH NOVEMER 0. URING THIS NO ONTT WITH WTERS OF THE STTE. LENE ILY, OR S NEEE, UTILIZING STREET SWEEPER OR UKETTYPE ENLOER PERIO, OR THE SEES RE LIKELY TO GERMINTE UT PROLY WILL NOT E LE TO SURVIVE THE WINTER. SRPER. WOO ELLULOSE FIER MY E USE FOR NHORING STRW. THE FIER INER SHLL E PPLIE T NET RY WEIGHT OF 70 L/. THE WOO ELLULOSE FIER SHLL E MIXETEMPORRY WITH 9) THE FOLLOWING METHOS MY E USE FOR "ORMNT SEEING": SEEING WTER N THE MIXTURE SHLL ONTIN MXIMUM OF 0 L/00 GL. OF WOO ELLULOSE ) STRUTURL EROSION N SEIMENT ONTROL PRTIES SUH S IVERSIONS N FIER. SEIMENT TRPS SHLL E INSTLLE N STILIZE WITH TEMPORRY SEEING PRIOR TO FROM OTOER THROUGH NOVEMER 0, PREPRE THE SEEE, THE REQUIRE MOUNTS OF LIME N FERTILIZER, THEN MULH N NHOR. FTER NOVEMER 0. N GRING THE REST OF THE ONSTRUTION SITE. EFORE MRH, ROST THE SELETE SEE MIXTURE. INRESE THE SEEING TEMPORRY SEEING RTES Y 0% FOR THIS TYPE OF SEEING. ) TEMPORRY SEEING / STILIZTION SHLL E PPLIE ETWEEN ONSTRUTION OPERTIONS ON SOIL THT WILL NOT E GRE OR REWORKE FOR YS OR GRETER. FROM NOVEMER 0 THROUGH MRH, WHEN SOIL ONITIONS, PREPRE THE SEEING RTE SEEE, LIME N FERTILIZE, PPLY THE SELETE SEE MIXTURE, MULH N NHOR. SEEING TES SPEIES THESE ILE RES SHLL E SEEE WITHIN 7 YS FTER GRING. L./,000 SQ FT L./. INRESE THE SEEING RTES Y 0% FOR THIS TYPE OF SEEING. PPLY SEE UNIFORMLY WITH YLONE SEEER, RILL, ULTIPKER SEEER, OR THE SEEE SHOUL E PULVERIZE N LOOSE TO ENSURE THE SUESS OF OTS 8 ( USHEL) ) MRH TO UGUST HYROSEEER (SLURRY MY INLUE SEE N FERTILIZER) ON FIRM, MOIST SEEE. ESTLISHING VEGETTION. TEMPORRY SEEING SHOUL NOT E POSTPONE IF IEL TLL FESUE WHERE FESILE, EXEPT WHEN ULTIPKER TYPE SEEER IS USE, THE SEEE SEEE PREPRTION IS NOT POSSILE. NNUL RYEGRSS SHOUL E FIRME FOLLOWING SEEING OPERTIONS WITH ULTIPKER. ROLLER, OR PERENNIL RYEGRSS LIGHT RG. ON SLOPING LN, SEEING OPERTIONS SHOUL E ON THE ONTOUR WHERE ) TEMPORRY VEGETTION SEEING RTES SHLL ESTLISH EQUTE STNS OF TLL FESUE FESILE. VEGETTION, WHIH MY REQUIRE USE OF SOIL MENMENTS. SE RTES FOR LIME N NNUL RYEGRSS FERTILIZER SHLL E USE. NNUL RYEGRSS. 0) PERMNENT SEEING SHLL INLUE IRRIGTION TO ESTLISH VEGETTION URING RY PERENNIL RYEGRSS. WETHER OR ON VERSE SITE ONITIONS, WHIH REQUIRE EQUTE MOISTURE FOR SEE ) SEE SHLL E PPLIE UNIFORMLY WITH YLONE SPREER, RILL, ULTIPKER, REEPING RE FESUE 0. 7 GERMINTION N PLNT GROWTH. IRRIGTION SHLL E MONITORE TO PREVENT EROSION N SEEER, OR HYROSEEER. WHEN FESILE, SEE THT HS EEN ROST SHLL E KENTUKY LUEGRSS 0. 7 MGE TO SEEE RES FROM EXESSIVE RUNOFF. OVERE Y RKING OR RGGING N THEN LIGHTLY TMPE INTO PLE USING ROLLER OR OTS 8 ( USHEL) ULTIPKER. IF HYROSEEING IS USE, THE SEE N FERTILIZER WILL E MIXE ONSITE N TLL FESUE THE SEEING SHLL E ONE IMMEITELY N WITHOUT INTERRUPTION. RE REQUIRING PERMNENT STILIZTION TIME FRME TO PPLY EROSION ONTROLS NNUL RYEGRSS RYE ( USHEL) NOTE: NY RE THT WILL LIE ORMNT WITHIN 7 YS OF THE MOST REENT UGUST TO OTOER FOR ONE YER OR MORE. ISTURNE. TLL FESUE PPLITIONS OF TEMPORRY SEEING SHLL INLUE MULH, WHIH SHLL E PPLIE NNUL RYEGRSS URING OR IMMEITELY FTER SEEING. SEEINGS ME URING OPTIMUM SEEING TES ON NY RE WITHIN 0 FEET OF WITHIN YS OF REHING FINL GRE. WHET 0 ( USHEL) FVORLE, VERY FLT SOIL ONITIONS MY NOT NEE MULH TO HIEVE EQUTE WTEROURSE N T FINL GRE. STILIZTION. IF MULH SHLL E USE, FOLLOW THE REQUIREMENTS N INSTRUTIONS IN TLL FESUE THE MULH PPLITION. NNUL RYEGRSS NY RE T FINL GRE. WITHIN 7 YS OF REHING FINL GRE WITHIN THT RE. PERENNIL RYEGRSS NY ISTURE RES THT RE NOT GOING TO E WORKE FOR YS URING WINTER MUST TLL FESUE E SEEE N MULHE Y NOVEMER. NNUL RYEGRSS NNUL RYEGRSS. RE REQUIRING TEMPORRY STILIZTIONTIME FRME TO PPLY EROSION ONTROLS PERENNIL RYEGRSS. REEPING RE FESUE 0. NY ISTURE RE WITHIN 0 FEET OF WITHIN YS OF THE MOST REENT KENTUKY LUEGRSS 0. WTEROURSE N NOT T FINL GRE ISTURNE, IF THT RE WILL REMIN ILE FOR MORE THN YS NOVEMER TO FERURY 9 USE MULH ONLY OR ORMNT SEEING UST ONTROL SIMOTE MULHING RIGHT OF WY IVERSION S NEEE ULVERT S NEEE 8" OR SUFFIIENT TO IVERT RUNOFF 9. FOR SHE RES NOTE: OTHER PPROVE SEE SPEIES MY E SUSTITUTE TEMPORRY STILIZE ONSTRUTION ENTRNE ONSTRUTION ENTRNES SHLL NOT E RELIE UPON TO REMOVE MU FROM VEHILES N PREVENT OFF SITE TRKING. VEHILES THT ENTER N LEVE THE ONSTRUTION SHLL E RESTRITE FROM MUY RES. 0. THE ENTRNE SHLL REMIN IN PLE UNTIL THE ISTURE RE IS STILIZE OR REPLE WITH PERMNENT ROWY OR ENTRNE. ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER JO NO

10 INLET INLET SILT FENE FILTERE WTER RUNOFF WTER WITH SEIMENT. INLETPROTETIONSHLLE ONSTRUTEEITHEREFOREUPSLOPELNISTURNE EGINS OR EFORE THE STORM RIN EOMES OPERTIONL.. SILT FENESHLLE GEOTEXTILEFRI,PER STTE'SEPRTMENTOF TRNSPORTTION STNRS, N SHOUL E UT FROM ONTINUOUS ROLL TO VOI JOINTS.. STKES SHLL E " x " WOO (PREFERRE)OR EQUIVLENTMETL WITH MINIMUM LENGTHOF FEET. STKESSHLL E SPEROUNTHE PERIMETEROF THE INLET MXIMUMOF FEET PRT N SEURELYRIVEN INTO THE GROUN (MINIMUMOF 8 INHES). THE TOP OF THE FRME SHLL E T LEST IN. ELOW JENTROS IF PONE WTER WOUL POSE SFETY HZR TO TRFFI.. WIRE MESH SHLL E OF SUFFIIENTSTRENGTHTO SUPPORTFRIWITH WTERFULLY IMPOUNEGINST IT. IT SHLL E STRETHETIGHTLY ROUN THE FRME N FSTENE SEURELY TO THE FRME.. THE SILT FENE SHLL E STPLEWITH HEVY UTY WIRE STPLEST LEST / INH LONG, TO THE WOOENSTKES,N 8 INHESOF THE FRISHLLE EXTENEINTO THE TRENH.THE HEIGHTOF THE FILTERRRIERSHLLE MINIMUMOF INHESN SHLL NOT EXEE 8 INHES (PLTE.08). THE GEOTEXTILESHLL OVERLPROSSONE SIE OF THE INLET SO THE ENS OF THE LOTH RE NOT FSTENE TO THE SME POST. 7. TRENH SHLL E EXVTEPPROXIMTELY INHES WIE N INHES EEP ROUN THE OUTSIE PERIMETER OF THE STKES. 8. KFILLSHLL E PLEROUNTHE INLET IN OMPTE IN. LYERSUNTIL THE ERTH IS EVEN WITH NOTH ELEVTION ON ENS N TOP ELEVTION ON SIES. 9. OMPTEERTHIKE OR HEKM SHLLE ONSTRUTEIN THE ITH LINE ELOWTHE INLET IF THE INLET IS NOT IN EPRESSIONN IF RUNOFFYPSSINGTHE INLETWILLNOT FLOWTO SETTLINGPON. THE TOP OF ERTHIKESSHLLE T LEST IN. HIGHER THN THE TOP OF THE FRME. MINTENNE: SILT FENE SHOUL E INSPETEREGULRLYN FREQUENTLYS WELL S FTER EH RINFLL EVENT TO INSURE THT THEY RE INTT N THERE RE NO GPS T THE FENEGROUNINTERFEOR TERSLONGTHE LENGTHOF THE FENE. IF GPS OR TERS RE FOUN, THEY SHOUL E REPIRE OR THE FRI REPLE IMMEITELY. UMULTESEIMENTSSHOULE REMOVEFROM THE FENESE WHENTHE SEIMENT REHESONETHIRTO ONEHLFTHE HEIGHTOF THE FENE. SEIMENTREMOVLSHOUL OUR MORE FREQUENTLYIF UMULTESEIMENTIS RETINGNOTIELESTRIN ON THE FRI N THERE IS THE POSSIILITYOF THE FENE FILING FROM SUENSTORM EVENT. WHEN THE SILT FENE IS REMOVE, THE UMULTE SEIMENT SHOUL E REMOVE. YR INLET PROTETION ) WHERE POSSILE, VEGETTION SHLL E PRESERVE FOR FT. (OR S MUH S POSSILE) UPSLOPE FROM THE SILT FENE. IF VEGETTION IS REMOVE, IT SHLL E REESTLISHE WITHIN 7 YS FROM THE INSTLLTION OF THE SILT FENE. ) THE HEIGHT OF THE SILT FENE SHLL E MINIMUM OF IN. OVE THE ORIGINL GROUN SURFE. 7) THE FILTER FRI SHLL E PURHSE IN ONTINUOUS ROLL UT TO THE LENGTH OF THE RRIER TO VOI THE USE OF JOINTS. WHEN JOINTS RE NEESSRY, FILTER LOTH SHLL E SPLIE TOGETHER ONLY T SUPPORT POST, WITH MINIMUM INH OVERLP, N SEURELY SELE. 9) THE SILT FENE SHLL E PLE IN TRENH UT MINIMUM OF INHES EEP. THE TRENH SHLL E UT WITH TRENHER, LE LYING MHINE, OR OTHER SUITLE EVIE WHIH WILL ENSURE N EQUTELY UNIFORM TRENH EPTH. 8" NHOR LES WITH () "x"x' STKES PER LE 0 MIL POLYETHYLENE SHEETING LES TO UTT '0" MIN SOIL EMEMENT GGREGTE 0) THE SILT FENE SHLL E PLE WITH THE STKES ON THE OWNSLOPE SIE OF THE GEOTEXTILE N SO THT 8 IN. OF LOTH RE ELOW THE GROUN SURFE. EXESS MTERIL SHLL LY ON THE OTTOM OF THE IN. EEP TRENH. THE TRENH SHLL E KFILLE N OMPTE. LL ONRETE TRUKS SHLL WSHOUT HERE LK LETTERS ON WHITE KGROUN GLVNIZE "U" HNNEL POST FINISH GRE SIGN SHLL E PLE IN PROMINENT LOTION T WSHOUT RE PLN INING WIRE 0"± 8"± STRW LE (TYPIL) " MX 0 MIL POLYETHYLENE SHEETING WSHOUT SIGN " MIN IMEMENT (TYPIL) EXISTING GRE WOO STKE (TYPIL) " MIN SESONL HIGH " MIN EPTH GROUNWTER TLE GGREGTE TYPIL SETION LL ROUN. ONTINMENT MUST E STRUTURLLY SOUN N LEK FREE N ONTIN LL LIQUI WSTES.. ONTINMENT EVIES MUST E OF SUFFIIENT QUNTITY OR VOLUME TO OMPLETELY ONTIN THE LIQUI WSTES GENERTE.. WSHOUT MUST E LENE OR NEW FILITIES ONSTRUTE N REY TO USE ONE WSHOUT IS 7% FULL.. WSHOUT RE(S) SHLL E INSTLLE IN LOTION ESILY ESSILE Y ONRETE TRUKS.. ONE OR MORE RES MY E INSTLLE ON THE ONSTRUTION SITE N MY E RELOTE S ONSTRUTION PROGRESSES.. T LEST WEEKLY REMOVE UMULTION OF SN N GGREGTE N ISPOSE OF PROPERLY. ONRETE WSHOUT RE LEVEL ONTOUR NO SLOPE 8) POSTS SHLL E MINIMUM OF FEET LONG, INHES IN IMETER N SPE MXIMUM OF 0 FEET PRT T THE RRIER LOTION N RIVEN SEURELY INTO THE GROUN. WHEN EXTR STRENGTH FRI IS USE WITHOUT THE WIRE SUPPORT FENE, POST SPING SHLL NOT EXEE FEET. SILT G INLET PROTETION 0' MIN. 0" MXIMUM ) WHEN EXTR STRENGTH FILTER FRI N LOSER POST SPING RE USE, THE WIRE MESH SUPPORT FENE MY E ELIMINTE. IN SUH SE, THE FILTER FRI IS STPLE OR WIRE IRETLY TO THE POSTS. ELEVTION FLT SLOPE IN FRONT OF RRIER " MINIMUM " MINIMUM ' MINIMUM 0//08 FLOW " MIN. TRENH TO E KFILLE N OMPTE SETION ) THE STNR STRENGTH FILTER FRI SHLL E STPLE OR WIRE TO THE FENE, N 8 INHES OF THE FRI SHLL E EXTENE INTO THE TRENH. THE FRI SHLL NOT EXTEN MORE THN INHES OVE THE ORIGINL GROUN SURFE. FILTER FRI SHLL NOT E STPLE TO EXISTING TREES. WRP GEOTEXTILE ROUN STKES EFORE RIVING ) SEMS ETWEEN SETION OF SILT FENE SHLL E OVERLPPE WITH THE EN STKES OF EH SETION WRPPE TOGETHER EFORE RIVING INTO THE GROUN. ) SILT FENE SHLL LLOW RUNOFF TO PSS ONLY S IFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF OVERTOPS THE SILT FENE, FLOWS UNER OR ROUN THE ENS, OR IN NY OTHER WY EOMES ONENTRTE FLOW, ONE OF THE FOLLOWING SHLL E PERFORME, S PPROPRITE: ) THE LYOUT OF THE SILT FENE SHLL E HNGE, ) UMULTE SEIMENT SHLL E REMOVE, OR ) OTHER PRTIES SHLL E INSTLLE. MINTENNE: SILT FENE SHOUL E INSPETE REGULRLY N FREQUENTLY S WELL S FTER EH RINFLL EVENT TO INSURE THT THEY RE INTT N THERE RE NO GPS T THE FENEGROUN INTERFE OR TERS LONG THE LENGTH OF THE FENE. IF GPS OR TERS RE FOUN, THEY SHOUL E REPIRE OR THE FRI REPLE IMMEITELY. UMULTE SEIMENTS SHOUL E REMOVE FROM THE FENE SE WHEN THE SEIMENT REHES ONETHIR TO ONEHLF THE HEIGHT OF THE FENE. SEIMENT REMOVL SHOUL OUR MORE FREQUENTLY IF UMULTE SEIMENT IS RETING NOTIELE STRIN ON THE FRI N THERE IS THE POSSIILITY OF THE FENE FILING FROM SUEN STORM EVENT. WHEN THE SILT FENE IS REMOVE, THE UMULTE SEIMENT SHOUL E REMOVE. JOINING SETIONS OF SILT FENE RITERI FOR GEOTEXTILE FRI SILT FENE, PER URRENT STTE'S OT SPEIFITIONS. FRI PROPERTIES VLUES MINIMUM TENSILE STRENGTH 0 L. MINIMUM MINIMUM URST STRENGTH 00 PSI MINIMUM MINIMUM TNITY x0sec PPRENT OPENING SIZE OS < 0.8 mm UV EXPOSURE STRENGTH RETENTIOL 70% MXIMUM ELONGTION T 0 LS. 0% MINIMUM PUNTURE STRENGTH 0 LS (0N) MINIMUM TER STRENGTH LS (80N) TEST METHO STM STM 9 STM 7 STM G STM STM 8 STM SILT FENE SIMOTE ) WHERE POSSILE, SILT FENE SHLL E PLE ON THE FLTTEST RE VILLE. INLET INSPETION: TO INSPET INLET, REMOVE SILT G WITH GRTE INSIE, INSPET TH SIN N REPLE SILT G K INTO GRTE FRME. NOTE: PONING IS LIKELY IF SEIMENT IS NOT REMOVE REGULRLY. THE SILT G MUST NEVER E USE WHERE OVERFLOW MY ENNGER N EXPOSE SLOPE. SETION ) TO PREVENT WTER PONE Y THE SILT FENE FROM FLOWING ROUN THE ENS, EH EN SHLL E ONSTRUTE UPSLOPE SO THT THE ENS RE T HIGHER ELEVTION. SWPP PLN ETILS " '0 YP. T opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc N GREENWOO ST. MRION, OHIO GEOTEXTILE FRI REINFORE WITH LYER OF WIRE MESH 0 South Main Street, Suite kron, OH Fax ESRIPTION STKE FRMING ) LL SILT FENE SHLL E PLE S LOSE TO THE ONTOUR S POSSILE SO THT WTER WILL NOT ONENTRTE T LOW POINTS IN THE FENE N SO THT SMLL SWLES OR EPRESSIONS WHIH MY RRY SMLL ONENTRTE FLOWS TO THE SILT FENE RE ISSIPTE LONG ITS LENGTH. INSTLLTION:. STN THE GRTE ON EN. WOVEN MONOFILMENT. PLE THE SILT G OVER THE GRTE. FRI G VELRO. ROLL THE GRTE OVER SO THT THE OPEN EN IS UP. LOSURE. PULL UP THE G.. TUK THE FLP IN.. PRESS THE VELRO STRPS TOGETHER. 7. E SURE THT THE EN OF THE GRTE IS OMPLETELY OVERE Y THE FLP OR THE SILT G WILL NOT WORK PROPERLY. 8. HOLING THE HNLES, REFULLY PLE THE SILT G WITH THE GRTE INSERTE INTO THE TH SIN FRME. MINTENNE: TO INSURE PROPER OPERTION REMOVE SILT, SEIMENT, N ERIS FROM THE SURFE N THE VIINITY OF THE UNIT WITH SQURE POINT SHOVEL OR STIFF RISTLE ROOM WY FROM ENVIRONMENTLLY SENSITIVE RES N WTERWYS IN MNNER STISFTORY TO THE ENGINEER/INSPETOR. REMOVE FINE MTERIL FROM INSIE SILT G S NEEE. ISPOSE OF SILT G NO LONGER IN USE T N PPROPRITE REYLING OR SOLI WSTE FILITY. TE PLN VIEW Glaus, Pyle, Schomer, urns & ehaven, Inc. ) SILT FENE SHLL E ONSTRUTE EFORE UPSLOPE LN ISTURNE EGINS. LIFTING STRPS 7'0" TO " OTTOM OF SIGN FLOW VELRO LOSURE ONRETE TH SIN VRIES TEMPORRY IKE IF NEEE GRTE RIN GRTE FLP FOLS OVER TO ENLOSE GRTE SILT G GRTE FLOW rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER JO NO

11 UTILITY ONSTRUTION KEYNOTES STORM UNISTURE RE UNISTURE RE UNISTURE RE UNISTURE RE 0//08 SNITRY N GREENWOO ST. UST OLLETOR P XFMR ELE. PNELS PROPOSE. L.F. OF " PV SR SNITRY PROPOSE SNITRY LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV= PROPOSE 8. L.F. OF " PV SR SNITRY PROPOSE SNITRY LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV= PROPOSE 7.7 L.F. OF " PV SR SNITRY PROPOSE SNITRY ONNETION. INV=98.00, OORINTE WITH PLUMING PLNS. PROPOSE WTER TIGHT " SNITRY WYE ONNETION, INV ±. EXISTING SNITRY INV ±. WORK TO E OORINTE WITH ITY OF MRION. (ONTRTOR TO VERIFY INVERT N LOTION OF EXISITING SNITRY SEWER) WTER (TYP.) 00 PROPOSE WTER SERVIE TP PER QU OHIO SPEIFITIONS. 0 PROPOSE WTER METER. KFLOW PREVENTOR WILL E INSIE THE UILING. 0 PROPOSE L.F. " OPPER TYPE 'K' OMESTI WTER ONNETION PER QU OHIO SPEIFITIONS. 0 PROPOSE " OMESTI ONNETION, OORINTE LOTION WITH PLUMING PLNS. NEW UILING PROPOSE FF = ESRIPTION (To Remain) ELETRI 0 PROPOSE ELETRI ONNETION TO PROPOSE POWER POLE. SEE ELETRIL PLNS FOR ETILS. PROPOSE UNERGROUN ELETRI SERVIE LINE, TO E OORINTE WITH THE UTILITY OMPNY. PROPOSE ELETRIL TRNSFORMER PER ELETRIL OMPNY SPEIFITIONS. ONTRTOR TO VERIFY EXT LOTION N SIZE WITH UTILITY ENGINEER. PROPOSE UNERGROUN ELETRI SERVIE LINE TO UILING. WORK TO E OORINTE WITH THE UTILITY OMPNY. TE PROPOSE.7 L.F. OF " PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.. PROPOSE 08. L.F. OF PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV= Glaus, Pyle, Schomer, urns & ehaven, Inc. PROPOSE 9 L.F. OF " PV STORM 0.%. 0 South Main Street, Suite PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.. kron, OH Fax PROPOSE. L.F. OF " PV STORM 0.0%. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.0. PROPOSE. L.F. OF " PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV= PROPOSE. L.F. OF " PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV= PROPOSE 9.7 L.F. OF " PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.9. PROPOSE L.F. OF " PV STORM 0.0%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.9. PROPOSE 8" STORM TRENH RIN, INV. 'W'=980.90, 'E'= SEE ETIL, SHEET 0. PROPOSE 7 L.F. OF " PV STORM ONTRTOR TO SUPPLY N INSTLL X WYE N EGREE EN. PROPOSE L.F. OF " PV STORM 0.%. PROPOSE STORM LENOUT N WYE ONNETION, SEE ETIL, SHEET 0. INV=98.8. PROPOSE L.F. OF " PV STORM PROPOSE WYE ONNETION TO EXISITNG 0" STORM SEWER INV ±, PROPOSE " INV ±. (ONTRTOR TO VERIFY INVERT N LOTION OF EXISITING STORM SEWER) PROPOSE 8 L.F. OF 8" PV STORM PROPOSE SUMP PUMP, 8" INV. FROM TRENH RIN = PROPOSE " PV FROM SUMP PUMP, SEE PLUMING PLNS FOR ETILS. NOTE: ELETRI METER IS NOT REQUIRE S PROPOSE ONNETION IS ME FROM PRIVTE SERVIE LINE. (TYP.) GS 00 PROPOSE GS SERVIE TP, TO E OORINTE WITH GS OMPNY. 0 PROPOSE L.F. GS SERVIE ONNETION. WORK TO E OORINTE WITH THE GS OMPNY. 0 PROPOSE GS METER PER GS OMPNY SPEIFITIONS. SEE UILING RWINGS FOR EXT LOTION. UTILITY ROSSINGS GENERL ROSSING ONTRTOR SHLL OORINTE LL ROSSINGS WITH THE UTILITY OMPNY. PRESSURIZE N SEONRY UTILITIES SHLL EFLET TO MINTIN 8" LER T SNITRY OR STORM SEWER ROSSINGS. UTILITY PLN HW SIMOTE OUTLET STRUTURE HW PROPOSE ETENTION 0 N GREENWOO ST. MRION, OHIO 00 PROPOSE UTILITY ROSSING: " STORM SEWER INV.= 98.9; TOP = " SNITRY SEWER INV. = 980.8, TOP = 98. TOP OF " SNITRY TO OTTOM OF " STORM =.7' (8.8 INHES) rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad ISSUE FOR: EXISTING STRUTURES SIS OF ERING: PROPOSE UTILITY STRUTURES STRT. I Underground Utilities 0 ENHMRKS: 0 0 "=0' Horizontal Scale in Feet STRUTURE ETILS HW INV. " (SW) = 98.8 HW INV. " (S) = 98. OS PROPOSE OUTLET STRUTURE (SEE ETIL, SHEET 0) RIM=98.0 INV. " PV (NW)=98.00 STRT. I 0 STRUTURE ETILS I T/ = 98. " SPP (W) = 98. 8" SPP (E) = 98. ONSTRUTION REOR OMINE SEWER MH 0 T/ = 98. " VP (N & S) = 980. OMINE SEWER MH 087 T/ = 98.7 " VP (N) = " VP (NW & S) = OMINE SEWER MH 7 SN MH 0 T/ = " VP (SE & N) = T/ = " SPP (E & W) = 978. T/ = " VP (S) = PROJET MNGER ESIGNER JO NO

12 " LR. SLOPE S PER PLN KEYE NOTES ENTER LINE OF OUTLET X X SPHLT SURFE OURSE X GRIN EXISTING SPHLT FOR UTT JOINT X MINIMUM " OMPTE GGREGTE SE "x" W.xW. W.W.F. ENTERE GGREGTE SE SUGRE EXISTING SPHLT STRIGHT LEN 8" EGES; PPLY TK OT TO SIE EGES SW UT LINE OF EXISTING SPHLT. ONTRTOR SHLL INSTLL /" PREFORME EXPNSION JOINT MTERIL N JOINT SELER WHERE PVEMENT UTS UILING. UTT JOINT P... WLK SPHLT INTERMEITE OURSE PLE SUITLE SOIL OR GRNULR KFILL IN " MX. LIFTS. SUITLE SOIL SHLL E OMPTE TO 90% MIN. (98% MIN. UNER PVEMENT) RY ENSITY, PER STM 98, GRNULR KFILL SHLL E OMPTE TO 7% (80% UNER PVEMENT) RELTIVE ENSITY, PER STM. GRNULR KFILL REQUIRE UNER PVEMENT. PROPOSE STORM OR SNITRY SEWER " MIN. PIPE O " MIN. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 O.. (TYP.) '0" FILTER FRI PER OOT ITEM 7.09 TYPE. ONRETE PVEMENT SHLL HVE ONTROL JOINTS T '0" O.. SUGRE OMPTION (OOT ITEM 0) NO. 7 OR NO. 7 GGREGTE PLE MINIMUM OF " ELOW THE OTTOM OF THE PIPE 0" ONRETE SL ONRETE REINFOREMENT " / EH WY, TOP N OTTOM IN SL WITH " LERNE) GGREGTE SE (" OOT 0) TOPSOIL,SO, N MULHING OR PVEMENT S ETILE ELSEWHERE. NO. 7 OR NO. 7 GGREGTE PLE MINIMUM OF " OVE THE TOP OF THE PIPE " 0 South Main Street, Suite kron, OH Fax ' WITH " X FINISH GRE.% MX. " LR. EXVTE WITH OF TRENH S NEEE Glaus, Pyle, Schomer, urns & ehaven, Inc. '" " THIK ON. WLK TYPE ROK HNNEL PROTETION PEROT O ITEM 0.09 '0" TYP. S NOTE ON SITE PLN SEWER TRENH HEVY UTY ONRETE SL SETION ROK HNNEL PROTETION " X " WYE SEWER : FOUNTION & SL PER STRUTURL RWINGS PLN VIEW SEE PLN " ONRETE SL w/xw.xw. WWF FINISH GRE.% MX. WYE ONNETION ME 8" OMPTE GRNULR RINGE FILL TOP OF STING SHOWN ON PLN (EJIW V FRME FOR 'x' TH SINS OR PPROVE EQUL) " " TOP OF STING SHOWN ON PLN (EJIW V FRME FOR 'X' TH SINS OR PPROVE EQUL) H : / ' MIN. O.. LEN OUT (LWN RE) I JOINING FINISH GRE ROWN FOR RINGE W ONRETE HEWLL IMENSIONS 8" I. ONRETE FOOTING IRULR 8" " " 8" W '0" '0" '0" '0" H '" '" '8" '0" T " " " " NOTE: FROST SL ETIL T SIE VIEW GRTE=98.00 OMPTE GGREGTE. ONTRTOR SHLL PINT OLLRS PER ONSTRUTION MNGER SPEIFITIONS. FROST WLL ON THREE SIES " I. STEEL OLLR TE EN SIEWLK THREE LENOUT P GROUT PIPE FULL W/ ON. OME TOP R TE '0" RER OWEL PER STRUTURL RWINGS (#x"@" MIN). OWELS TO E RILLE WHEN SETTING THE WLL. " MIN. PIPE P N SEL ONUIT PRKING TO SEWER WYE /8"Ø REINFORING STEEL " MIN. " X " WYE " I. LENOUT PIPE '" EN '" (MIN.) FROST PIPE 8" '0" MX. ESRIPTION /" KEYE NOTES " MIN. 0//08 HEWLL OLLR NOTE:. " OUTLET INV=98.00 STINPLE ONRETE SHLL E,000 8 Y. LL PREST ONRETE SHLL MEET STTE REQUIREMENTS WITH % +/ % IR VOI ONTENT IN THE URE ONRETE. LL STORM SEWER GRTES TO HVE NOTTION: 'UMP NO WSTE, RINS TO WTERWY'. ONTRTOR TO VERIFY WITH LOL JURISITION EXT WORING. " RILLE ORIFIE INV=98.00 L.F. " PV PIPE 90 EGREE OWN TURNE ELOW INV SUMP= SETION PLN ONTROL STRUTURE EMERGENY SPILLWY T/ERM = 98.0 ETILS. UNSREWLE EN P 0 N GREENWOO ST. MRION, OHIO PREST WLLS SHLL E REINFORE SUFFIIENTLY TO SHIPPING N HNLING WITHOUT MGE. SIMOTE. T/SPILLWY=98.00 GRTE ELEVTION SEE ONTROL STRUTURE ETIL, THIS SHEET ROK HNNEL PROTETION rawing Name:O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad 00 YR STORM EVENT ELEVTION 98.8,0 F FOREY SPILLWY T/ERM 98.0 OVERFLOW " OUTLET MINIMUM INV EN P WITH " ORIFIE INV=98.00 TOP WTER QULITY ELEVTION 98.00,8 F ISSUE FOR: I ONSTRUTION REOR PROJET MNGER ESIGNER ELEVTION FOREY ELEVTION F MIRO POOL ELEVTION F SUMP ELEVTION L.F. " PV PIPE WITH 90 EGREE ELOW TURNE OWN INV HEWLL N ROK HNNEL PROTETION, " INLET, INV. 98. HEWLL N ROK HNNEL PROTETION, " INLET, INV EXTENE ETENTION SIN JO NO

13 rawing Name: O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad TRENH ETIL 0 South Main Street, Suite kron, OH Fax ISSUE FOR: I ONSTRUTION REOR JO NO SIMOTE 0 N GREENWOO ST. MRION, OHIO TE ESRIPTION Glaus, Pyle, Schomer, urns & ehaven, Inc. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET MNGER ESIGNER 0 ETILS 0//08

14 rawing Name: O:\08\088 Simcote\0wg\08800 s.dwg October, 08 earshad 0 South Main Street, Suite kron, OH Fax ISSUE FOR: I ONSTRUTION REOR JO NO SIMOTE 0 N GREENWOO ST. MRION, OHIO TE ESRIPTION Glaus, Pyle, Schomer, urns & ehaven, Inc. opyright; Glaus, Pyle, Schomer, urns & ehaven, Inc. 08 PROJET MNGER ESIGNER 0 WTER ETILS 0//08