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HomeMy WebLinkAboutApplication Applicant 7/19/2024 (3)Operations & Maintenance Plan Springfield Inpatient Rehabilitation Hospital In order for the stormwater treatment facilities to continue operating at acceptable levels, regular maintenance and Inspection are required. This plan provides maintenance and Inspection Instructions. The Operations and Maintenance Plan shall be recorded with Lane County. Prepared for Esa nchrcem Prepared by Fedor Wmtl a, Err Project Engineers M aft Heena d PE and Mark Reyes,, PE KPFVS COMM I TMENT TO SUSTAINABILITY Asa memberolMe US Green Building Council, sustaining member of Oregon Natural Step, and a member ofthe Sustainable Pmtluar Purchasers Coalition, KPFF IS committed to the practice of sustainable design and the use of sustainable ma@dals In our work. Men LaNmpy reports are provided by KPFF, they are prepared using recycled and recyclable materials, reflecting KPFVs commitment to sing sustainable practices and methods In all of our products. Table of Contents Site Description ROrmwater System Description Component Definitions ............. Inspecton/Maintenance Schedule Pain Gard Inlets and Piped Star Appendices Appendix I Facility Operations& Maintenance Plan: Rain Garden Appentlix2 Notice of Operation & Maintenance Plan Appentlix3 Form O&M: Operations& Maintenance Plan Appendix 4 Facility Inspection & Maintenance Log Appendix 5 Utility Plan abnegate In patent Rehab i xiII war Ca.:.xi.e s.ppeers Responsibility The Facn iN is to be maintained by the property owner. The preparer has designed a system that can be easily maintained by me maintenance staff. A copy of the operators 6 Maintenance Flan shall be provided to all property owners and tenants. Description Site Description The site Is approximately 5 acres and on the northeast corner of the Intersected of Mapel Island Road and East Game Farm Road It will consist of the Sorire ltl Inpatient Rehabilitation Hospital (SIRH) building, a paved parking lop paved drive aisles, paved walkways and landscaped areas. Stormwater System Description The Stormwater System collects, treats and Intimates runoff from pollution generating surfaces within the site, as required bvthe cN of Sorrel Al runoff from the Impervious surfaces atthe SIRH site will be treated by Rain Gardens. All overflow runoffs will be piped and conveyed to a public stormwater main on Mapel Island Road west of the site. Al runoff from the drive aisles, parking lot and walkways will be directed to Rain Gardens. All stormwater runoff will be filtered through Growing Media and Infiltrate Into the native soil. In larger storm events, the doff will flew directly into the wertmw inlet, whim is piped and directed to Springti ells public stormwater main on Maple Island Road. Component Definitions • Rain Gardens are vegetated flat bottomed and shallow landscape depressions used to collect and hold stormwater runoff. • Growing Media is a specialty soil containing little to no fines designed to filter stormwater reliably without clogging. H the planter soil needs to be replaced, It must be replaced with soil that matches the building's plans and specifications. Growing medium to be 24" deep minimum. • Overflow Inlet Avertical pipe with an atrium grate over It that allows stormwaterfmm large rain events to bypass treatment and enter the downstream storm system. The grate prevents debris and rodents from entering the piped storm system. The domed nature of the grate all smurages clogging A the lnl at. • Catch Basin is an l til at drain system that typically l ncludes a grate where stormwater enters the catch basin, and a basin to capture sediment, debris, and associated pollutants. The purpose of the basin Is to help prevent the downstream pipes from becoming clogged and to reduce the amount of seal ment and debris being discharged Into our rivers and streams. narrate In patent Rehab i Tease l at Contrast s.p•eea Inspection/Maintenance Schedule The whole system shall be inspected and maintained annually and within 48 Fours after each major storm event. For this 0&M plan, a major storm event Is helped as 2 Inches of rain In 24 hours or more. All components of the storm system as described on the next page must be inspected and maintained frequently, or they will cease to function effectively. The facility owner must keep a log recording all inspection dates, observations and maintenance activities. Receipts shall be saved when maintenance is performed sothere is a record of all expenses. Procedure Rain Garden • See Appendix 1 torthe required maintenance procedure. Inlets and Drains • They should be l nspectedtor obstructions, debris, oil and grease, which should be removed upon discovery. • If water ponds overthe lnleHor more than two Fours aftera major storm, the Inlet drain may be clogged. • Checktor debris/sediment accumulation In and amundthe Inlet or overflow and rake and remove upland causes (erosion, surface debris, etc). Piped Storm System • An annual Inspected mrdogging should be performed. • It should be inspected torcracks or leaks during each Inspection. • reading should be done withoutthe use of detergents or surtactants.A pressure washermay be used It necessary. sparred In patent Rehab i xiII wrr ca.:.xi.e oppeers Appendix 1 Facility Operations & Maintenance Plan: Rain Garden k rights In pat ant Rehab oman n Hog mi l es rr Co vu king gamete Ram c rdem Operations and Maintenance pian Avegetated IUBltrafion Basin an rain garden is a vegetated depression created by excavating berms, mall dams to provide fox short term ponding of surface water wfil it percolates into the soil The basin shall antimere smrmuarer within 24 hours_ All faehry components and vegetation shall be inspected fix Roper operations and swmnal stability, at amivrmum, quarterly fix the first 2 years firm the dare of installation, 2times per yea thereafter, and within 48 hours after each major at= event The facility owner =at lbeep a log recording all inspection dares, observations, and instrument activities_ The following it ms shall be tapered and maintained as stared_ Basin I it shall assure unrestricted smrmuarer flow to the vegetated basin • Sources of erosion shall beidmtified and controlled when native soil is exposed a erosion channels as Resent • Star shall be cleared when conveyance capacity is plugged • Bock splash pads shall be replenished to prevent erosion Embarkment, Dikes, Berms and Side Slopes retain water in the intimation basin_ • Structural deficiencies shall be corrected upon discovery_ o Slopes shall be stabilized using appropriate erosion control measures when soilis exposed/ flow channels are forming o Sources of erosion damage shall be admitted and controlled Overflow or Emergency Spillway conveys flow exceeding reservoir attempt to an approved stormwaret receiving system • Overflow shall be cleared when 25% of the conveyance capariry is plugged • Sources of erosion damage shall be identified and controlled when stairs exposed • Bocles a mhersamamentshall be replaced when only vee layer of rock exists Filter Media shall allow stormwaterto percolate uniformly through the intimation basin_ Ywater remains 3648 hours after storm, sources of possible clogging shall be identified and corrected • Basin shall be mired and if necessary, soil shall be excavated, and cleaned a replaced • Intimation area shall be protected firm compaction during construction Sediment' Basin Debris Management shall prevent loss of intimation basin volurm caused by sedimentation Gouges located at the opposite ends of the basin shall be maintained to monitor sedimentation • Sediment and acids exceeding 3 inch in depth shall be removed every b5years a soonerif performance is affected_ Debris and Litter shall be removed to ensure stormwater intimation and to prevent clogging of overflow drains and interference with plant gowrh_ • Restricted sources of sediment and debts, such as discarded lawn clippings, shall be identified and prevented Vegetation shall be healthy and dense enough to provide filtering while protecting underlying sNls from erosion shall be replenished as needed to ensure healthy plant Record • Vegetation large shrubs a trees that limit access a interfere with basin operation shall be pawed a removed • Girds shall be mowed to T St high and glass clippings shall be removed no less than 2nmes per yeaz. • Fallen leaves and acids from deciduous plant foliage shall bealood and removed bbuild up is damaging vegetative_ • Nuisance a prohibited vegetation(such as blackberries a English Iar) shall be removed when discovered Invasive vegetative contributing up to 25% of vegetative of all species shall be removed • Dead vegetative shall be removed to maintain less than 10% of area coverage a when intimation Appendix 3A4 Page 15of31 IDSP Adopted December 03, 2012 basic deduced is impaired Vegetation shall be replaced whir 3 mnndas, a immediately if required controlto er SpNPreotionmeastaes shall be exsdsed when handling substances that concentrated smmrwater Releases of pollutants shall be coaected as soon as identified Training ammr written guidance information for operating and maintaining vegetated calcination basins shall be provided to all properly, owners and temants Acopy of the O&N1 Plan shall be provided to all properly, owners and temants Access to the calcination basin shall be safe and effici®n Egress and ingress routes shall be maintained to design standards_ Roadways shall be maintained to suspended sue and weight of vehicles, if applicable • Obstacles preventing maiatevavcc personnel and/or equipment access to the radiation basin shall be removed • Gravel er Conrad cover shall be added if erosion occurs, e ,due to vehicular pedestrian traffic when Inside and Rodents shall not rdbe harbored in the ivfilnatimv basic Pest control measures shall be taltev whey a complaint oo /rodevta are fond m bens es®n • If win mosquitoes aoften received er an vectors, thectinnery, that star a theiaterr facility e may antlyreq infested withmwghe inferothert theCrtheproperly owvretion Corroar dheraeemay bs required to eliminates he using ffinnache Ciry Tal ethodsandsecon.Coenlyofshe iafutatinnshallbes attempted by using d b inn Cry's al methods and secondly, me only those chemical methods specifically approved by she Gry'svu'peser_Acceptable methods include but azenot I limited following: i Installation of predacious bird er by oxi nesting boxes ly eve ri Alvelopms of pond wars levels approximately every [our days in order to disropt mosquito larval development cycles_ in Shipart chemical and mhs permanent water facili5es wink lith or Cry rus edamryspecies use rv_ chemical metol such shave ved o larvicides banntashhe Gryivs var isrriormuse of chemical methods etchas the mmosquitoonly be Bacillus Cryruspevm_ssroval sss tether approved larndthathhsemarials mayonlyraused with Ciryter the puapprovalifevidence aver Chemical larvicides chsemarsil be supplll ied yaate off ensed individual a public smrmwaret rysrem ground al located in and around applied by a licon basic shaMduF er contractor •Holes isthe gwvdl Mousing and azonndthe iafilnatinn basic shall be filled_ IF used at [his site, the followingwJl be applicable: Fences shall be maintained to preserve char irrationality and appearance • Collapsed pews shall be pestered to an upright position • Jaspred edges and damaged fences shall bete aced er replaced Affect 3A4 Page 16of31 IDSP Adopted December 03, 2012 Appendix 2 Notice of Operation & Maintenance Plan krmAme mpat ant Rehab oman. Hong mI l wrr mban king gamete Notice of Operations and Maintenance Agreement Private Smtmwaret Management and Treatment System Me undersigned owned,$), is hereby given notice that Manchester cutoff fiom the "Ptoperry' described below requites stamwater management facilities to be located designed, and constructed in compliance with the Ciry of Springhel8s EinniosLgDasaw andPraceduras Manual Said facilities shall be opemted and maintained in accordance with the Operations and Maintenance Agreement (O&M AgteemenJ on Die with the Ciry of Springfield, Development and Pubhc War Department (Ropetty, OwnacFevelop ) admowledges and agrees to maintain privatestt tetaeament facilities listed in this document The muntervice of the smtmvata facilities listed in this document is requited as part of the Development Agreement with the Gry of Springfield, This facility will be opemted and maintained in raccomorce with the requirements stated in this document and in the latest edition of the City of Springfield EinniosLg DoDati Standards andPrxeduru Manual, Chapter 3_ The Ciry reserves the right to enter and inspect any smtmwaret facility located on the "Property' to ensure the facilities ate operating as designed, Failure of the responsible Davis to inspect and maintain the facilities can result in an adverse rubber to the public snxmeatzrsystem and the quality of receiving waters Me requirement to operate and maintain the stx atzrneatnentfacilities in accordance with the approved site development agreement and the Be O&N1 Agreement is Finding on all =ant and fuune owners of the property_ The Agreement and its O&N1 Plan may be modified under uaiven consent of new owners with Parden approval by ander-filing with the Ciry_ The O&N1 Agreement and O&N1 Plan fox facilities constructed pursuahtt to this notice available at the Development and Pubhc War Department, 225 Fifth SS Springfield Oregon a call (54Q -A6-3]53, between the hours of 8 am and 5 p_a, Monday through Friday_ Me Subject haremses, is legally described zs follows _bea,IG wb®ennnot he ,ad to dea,he depmpeny Legal dea,drvna may be ebra,af fvem the mvnry v.mnar.gftm} 5£E EXHBII "A" By sighting below, the signer accepts and agrees to theterms and conditions secured in the Operations and M mtunahtce PImmdmmydocumentsaawhed This msw ntisintendedmbe Findingupmtheparties hereto, their hats, successors and assights_ N Witness whereof, the undersighted has executed this ivmnment 20 STATE OF OREGON, Cohtmy, of Lane, ❑ This inswmehtt as aclmowledged before me on by , ownerO of the above ❑ This inswmehtt as aclmowledged before me on by of ravers) of the above described Oregon My Commission Expkes Appendix 3A-Ia..mmm Page IofI EDSP Adopted December 03, 2012 RESERVE THIS SPACE FOR RECORDING STICKER "Avoid $TO nonstandard doc FEE (tont too small)... RETURNTJ. CITY OF SPRINGFIELD Printfhisform on LeAalsizepaper** DEVELOPMENT 8 PUBLIC WORKS DEPT. us FIFTRST. SPRINGFIELD, OREGON 97477 Appendix 3A-Ia..mmm Page IofI EDSP Adopted December 03, 2012 LEGAL DESCRIPTION FOR 123 INTERNATIONAL WAY, SPRINGFIELD, OR 97477 JUNE 5, 2024 BEGINNINGATA 5/3 INCH DEBAR FOUND; THENCE NORTH BB DEGREES iS MINUTES 33 SECONDS WEST, A DISTANCE OF 237.55 FEET, MORE OR LESSTO A 5/3 INCH DEBAR WITH YELLOW PLASTIC CAP INSCRIBED "LS2509"FOUND; THENCE NORTH 33 DEGREES 15 MINUTES 19 SECONDS WEST, A DISTANCE OF 22.10 FEET, MORE OR LESS; THENCE NORTH 53 DEGREES 55 MINUTES41 SECONDS WEST, A DISTANCE OF 10.74 FEET, MORE OR LESS; THENCE NORTH 60 DEGREES 32 MINUTES 51 SECONDS WEST, A DISTANCE OF 35.25 FEET, MORE OR LESS; THENCE WITH A CURVE TO THE RIGHT, HAVINGAN ARC LENGTH OF 45.52 FEET, WITH A RADIUS OF 70.00 FEET, HAVINGA CHORD BEARING OF NORTH 40 DEGREES 11 MINUTES 6 SECONDS WEST, AND WITH A CHORD LENGTH OF 44.02 FEET, MORE OR LESS; THENCE WITH A COMPOUND CURVE TO THE RIGHT, HAVINGAN ARC LENGTH OF 35.40 FEET, WITH A RADIUS OF 270.00 FEET, HAVINGA CHORD BEARING OF NORTH 15 DEGREES 1 MINUTE 0 SECONDS WEST, AND WITH A CHORD LENGTH OF 35.37 FEET, MORE LESSTO A BENT 1/2 INCH DEBAR FOUND; THENCE NORTH 1 DEGREE 47 MINUTES 9 SECONDS EAST, A DISTANCE OF 311.51 FEET, MORE OR LESS; THENCE WITH A CURVE TO THE RIGHT, HAVINGAN ARC LENGTH OF 41.75 FEET, WITH A RADIUS OF 100.00 FEET, HAVINGA CHORD BEARING OF NORTH 31 DEGREES 14 MINUTES 21 SECONDS EAST, AND WITH A CHORD LENGTH OF 41.45 FEET, MORE OR LESS; THENCE WITH A REVERSE CURVE TO THE LEFT, HAVINGAN ARC LENGTH OF 74.47 FEET, WITH A RADIUS OF 50.00 FEET, HAVINGA CHORD BEARING OF NORTH 1 DEGREE 32 MINUTES 5 SECONDS EAST, AND WITH A CHORD LENGTH OF 03.70 FEET, MORE OR LESS; THENCE SOUTH 33 DEGREES 12 MINUTES 51 SECONDS EAST, A DISTANCE OF 414.32 FEET, MORE OR LESS; THENCE SOUTH 1 DEGREE 47 MINUTES 10 SECONDS WEST, A DISTANCE OF 523.27 FEET, MORE OR LESS; THENCE NORTH 33 DEGREES 16 MINUTES 33 SECONDS WEST, A DISTANCE OF 00.30 FEET, MORE OR LESSTO A 5/3 INCH DEBAR WITH YELLOW PLASTIC CAP INSCRIBED"LS2009" FOUND; THENCE NORTH 51 DEGREES 13 MINUTES 13 SECONDS WEST,A DISTANCE OF 24.94 FEET, MORE OR LESSTO THE POINT OF BEGINNING, AND CONTAININGAN AREA OF 217,304 SQUARE FEET, OR 4.99 ACRES, MORE OR LESS. BEADINGS IN THE DESCRIPTIONS ABOVE ARE BASED ON OREGON STATE PLANE COORDINATES, SOUTH ZONE, NAD -03, INTERNAIONAL FOOT. Appendix 3 Form O&M: Operations & Maintenance Plan k rights In pat ant Rehab oman n Hog mi l es rr Co vu king®ginee Operations and Maintenance Agreement Private Smtmwaret Management and Treatment Systm Land Development Phone No: Mailing Address_ Gry State Zip Site Address_ Cary State Zip Site Map and Tax lot No (0,'n"admmnanr'ua ad3mwal her af""w fA,ftlary.... eMwweI'u Requirements I) SmtmuaretManagemem Site Plan, nan 81/2 x11 attached to this form) showing the location of the facilitsbes) in relation to building structures a other permanent moonmen¢ on the site, sources of runoff entering the facilitybes), and where stamwater will be discharged to after leaving the facilitsbes) Landscape and vegetation should be clear on the Plan. submitted a submit a separate Landscape Plan astronaut showing vegetation type location, and quantity(landscape plan) These ran be the scene Plans submitted for developonentreview_ The srecuswarermanageonent facilitybes) shown on the Site Play are arequired condition of development approval for the bleached pfoperty_ The owner of the bleached Notary is requited to operate and maintain the facilitybes) in accordance with the Fannon Spic Opeaaeon and Maintenance Plans) (O&M Named attached to this focus and on No with the Cry E e O&M Plan For the facihtsbes) will be available at the Development and Public Woods Depattment, 225 5a Street, Springfield Oregon between the hours of 8 am and 5 pdo, Monday through Friday_ 2) Financially responsible come, d2%clsonn)_ Ptopetty Owner HouseownerAssociation Other(descrbi) 3) Partybes) responsible fotmaiv2vavice (only if other than owner) Daytime phone no_( Fmergency/after-hours contact phone no_(� Maintenance Contact Patty(es) Name &Business Address 4) Mainmvavco practices and schedule for the smtmuaretfacilitsbes) are included in the Facility Specific 08,M Plan(s) attached to this focus and filed with the Development and Public Woods Depattment, City of Springfield The operation and maivrevavice practices are based on the version of the Cary of Eugene's Smtmwater Managemem Manual in effect atthe dare of development application as modified by any plans attached to the astronaut atthe time of signing Applaration Data By signing below, Fileraccepts and agrees to thetums and conditions contained in the Operations and Mainmvavco Plan(s) and in any astronaut execrated by Filer and recorded with it, Filer Signature Ptiut Name: Appendlx3AR ee.amztc Page IofI IDSP Adopted December 03, 2012 Appendix 4 Facility Inspection & Maintenance Log Sp.ngrma Inpatent Remeumm. Fvzpmi I mn mnsuang Fnpbeea STOR ATER MANAGEMENT FACILITY INSPECTION AND MAINTENANCE LOG Property Address Role action Date_ Role action Time Role acted B _ Approximate Date/time of Lest Rainfall Type of Smrmwater Management Facility Location of Facility on Site an relation to buildings or other permanent structures)_ Water levels and observations (Oil sheen smelt, turbidity, etc)_ Sediment accumulation and record ofsediment removal Condition of vegetation(Beight, survival rates invasive species present, etc) and record of replacement and management (mowing, weeding, etc)_ Condition of physical properties such as inlets outlets, piping, fences irrigation facilities and side slopes Record damaged items and replacement activities Presence of insects or vectors Record control activities_ Identify safety hazards present, Record resolution activities Appendix 3A3 Page IofI FDSP Adopted December 03, 2012 Appendix 5 Utility Plan Ep.ingfiea in patent Rehab i.aen xneo.eI i KRF Consuang Enpneea R II WI SHEET NOTES 1 ? 1. ON-SITE PIPE REDONE AND BaFORALL UTIU Eb PER DUAL 1 imo.Ri cpff /2. STRUCTURES LOCATIONS ARE BASED ON CEN1FROF STRUCTURE. / ROOM,IRAOR+, sunwo 3. INRTNLTHRUSTBLOfXCN FIREAND WATERLINCS PERDETAILX6 Mere, OR WWI - _ 9B92S I D: zN.wAmz i H .Tb.0. FPB'DCM CD I I I ILII\}IIL- 1I I 8DC041 I = O UTILITY KEY NOTES 3� TA FH FHt IEWOUTmI3I.I2 IEC OUT491.12 (SW)SS=I3&7 NOTE DE9CRIPTIOS DETNL RIM496.T1 OFF. 9 II I 1 MIMIC I IEB'I14M19.19(9n TAPTOMISIINGWATERMAINFORDOMESTCWATER ®®® 3LF-WFP I RE I IEPCUT%!i' AIIRIEI _ MO IMMMNNECigNTOUWINGMMXWITHSUB. B•FMLF-pb0 SURTO PFAFORMTMAND INSTKLMEIER 2 8I-yJ 8=1.80% S=1.W% 1 mu-PFl3 v- Bb LA-SBD-- &1U%SD CONRUCIMTO=MIN4TE8 EDUI MDIX O V -BFP 0 _ I LOCATION IN FIELD. GONUMAI TO POTHOLE PRIM MV-GTP191 LF-pS - � - TOCIXiSTRULTON. Sr Lr. A-w 1651E-1W S1AD% TAPTO ORDINUNT WATERMAIX FpY FIRETING WIN 1 SRi I / LINE. CW. SUBTONTE PERFORM TN. CONTRACTOR TO SW1 % 2 WITH COORDINATE N TN. CONTRACTOR IN Bs' RIM4%W OOONIMTESOHF33UIEANDEVACOQ0NS ffiU MEW. RP Wl•8p IEPIN42&15 (W) � CONIMCTO31O PolHOEPRIORiO COSSTRUCTON. I . S343&I I IEVIN4ID.i5(NW) TAP TO EXWRNG WATER MAIN FOR FIRE HYDRANT RIMJ90.19 •' IEWOW*861(S) CONNECTION. COORDINATE CONNEUM TO USING IE O'IN431.19 (SW) MMNWITHSUBSUBTOMWWMTAP.GONDUCTOR f -1 IE WOR-13113(E) 3 TO COORDINATE SCHEDULE AND EXACT LOCATION IN .' 8STUB-I II I I FIEMOONTRACTORTOPOTHDLEMLORTO STAMP CONSTRUCTION. 2 I I BDCO10 FF L. IEB'OUT42S81(E) I 5 I II I I I IECB INE) W .... II II$I uJP^ l NTOM ECOUT=,1b.OB(3) 2CVERIFY PIPE SIZE. INVERT ATION AND LOCATION. DONNE TODUSTING WASTE WATER TD b VEMINVERTSITWJCTURE5IZE ELEVkIMAND LOCATION. (L SUB I II aTF61 I $ INST&LE PROUBLE CNPSOVEGROUNDENO03URE. I RG I BDCDS RIM438.51 1 I I INSTALLP OWEFONEO(OENUOSURE M HE I IAT EpIN421UMOD IE p 0UT431.53(NE) II II LY �, TAPE. EEELETPoWERTEEXCNTRACORTO VE TAPE. SEE VAULT IGLPIANO.E GROUND EN L VURIFY I IEp Wi42B.B5181 SOLE-P8 I IAYOUTIX VAULT WITHIN ABGVE GROUND ENCLOSURE I q 5=1.00% / AND GOORINNATE INSTALLATION WITH BUB. I C w SCO2 CONXEMTO FIRE PROTECTION S M. SMEAS ce I I u, I I R!"Ism FI NOTED.SEEKUMBINORANOFOICCMIXUATICN. I En Iw IEB'INJ MiA I _ _ I I BILYPROVIDE 9 A. ( I 4� IEPOUT42E iE PCWERTORE MOSURRE ORHEATTATAPIE.00 MCTd3 Z I SDCOS I O 1l1 VFlBFYLAYWTIN VAULT WITXINAROYE CAWNO RIP L I I IESINM M(M I ENCLOMMMDMO IMMINSTAUATIONWIIHMIB. N I I u, �-Vw IEPIN4A3D(WI RG INFILTRATION RAIN GARDEN M.0 Iy I _IE 1p WT4q.11 (81 I ? CONNECT TO COLD WATER SYSTEM. SFE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. WM I �' Q I �Ie I pWATERMETER. CONIRACTORTO COORDIMTE WITH I I g INSTALLATION WITH SLB. FF=437.15 I I $ II UTILITY CROSSING. PRONDE 12- MIN.U.N.O. UTILITY LABEL LEGEND II X D' IE BEGOT I I 8, Md2B.99(SE) STRUCTURE LABEL IE 1P B3-d2S.99 US I w aGO9 IEITOU 31(M •. �. NM495.10 IIIIUTYTYPE(SD•STORMDMIN E,b9ANITMYsE R a I :S: •5. ':`: I I I IEpIN=M(N) �W=WATER FP-FIRE PROTECTION) e III IEWOUT4N.52(S) STRUCTURE TYFEG T SILF-12913 ��� IDNUMBERIWHEREAFAIG&E) a IE 12�R8.00 S I / N e -__-N 17I-BSD I / '3%]- LOCKTION(WLEREAPPLICABLE) I S4.7fi% RRIXX%IC%1I %W.0136 I I I ZEIN=XXX 81HUGNREIXFO(NMEREAPPLICABLEI MRIFU II S-1.W% \ lb a BOCO1 IEOUT=XXX I-- ---_- -_+J IEB'IN491.91(MV) b OESONED 2FURG MZ0 I I / IECOUT491.91 (S) A� � PIPE LABEL q, DRAMS BY: 29DOOR i I I IIIILIIYLENETH plTyR➢ BY: MK iB LF -CS X SANS F�UTILT'SIZE SSNPLOT DATE Rr72 &3&37m62 K', RIM4ffi79 1AM'NARY PUE I i IEP WT42B.151E1 w IE B'IN42.iWCA) XM-WAR UTILT'TYPE PLOTTED BY: I \ $ IEB'IN423NA( 5•X.%%9L SLOPE(NMEREARLIC251 PABLE) OW6 NAME DD72S9UT.Ihy IE B'dIT423A3IS) TAB NAME WD c STRUCTURE TYPE ISSUE DEsalPnax: DD I( RM&N E2 SDC6 I Y' m w DESCRIPTION DETAIL REF. ISSUE DATE NI]M IE 1p IN4 SIG(SE) 1/�` IEC IN491.19(N) $ 5� SCO-7 BAV BACIBVATERVPLVE IE1pdIT•12B.WITM1I I I� I $� SDC64 IEP WTi31.Ia(m) x' fflm 55 CO CIEANOUTTOGRADE MC5.0 IEB'IN4R31R M) WDA DOUBEOIECKDETECTORA33EMBLY \ q IEB'IN490.91 (E) SDM3 IEB'DUT429.121SW) FID FOUNDATION DRAINAGE IKt SDC6fi `y IECIN4b.%(3) IEPIN433.T6(NE) �a FDC FIRE DATIONM �NNEC710N \ '\ IE 1p IN4'®.79 (E) IEIPOINAMSM(A) IEPWT43SN(W) 1 A IE 1P OU=428.79 (NW) 6- AYI I�/ °' 3I b. sy ' PH FIRE GATEVAVE T GV a DIM 84.75% HB HORIZONTAL BEND �N\ LDO OVEFIFLOW RIW() - 59 F-1p3p w POEM, REDUCED PIRE3911RE BACIffLOWA33EMBLY MC5.D Ir OU 4Q0211.WUU II SNR SNB 1 111531-B5 v- Sl -VSD TB TEE CONNECTION MS �� ffi�-B.S 8.1.[6% S=2.DA6 I TEE TEEEERMETEICN 0 SD � SD � WIN WATERMETER g F K, - ac03 g 1 I PSG)- RISPIN 1 UNDERIAWI < U "^' PEq"'rW Q II Ig{ L21 R IED'OUT=4 2 (NE) AS EHONN PER I J ��WB1py lyg U IEB'OR422.89091 rte.. EAST CAME FARM RD m I W EDSS-/fg-6S-a8•-88-yE.�85- s aD - - DEADMOND FERRY RD ®ORO SHEET NO. SCALE 11NOH-30FEET ■ J0o 30 0 30 Bo \� STORAGE DEPTH IYMA% -0.0-0.0-0 �-o.0-01.a-o. a.o I o•o I a.o I o.o�o. io. cD.o 00 o 0 0010 0u50 coo o.mmo � o •mmo �mm0. omm('1Jmm•omm� 0-omm omm•o� mlllm mlllmlllmlll Illmlllmlllmlllmlllm 6 KEY NOTES T 1 INSTALL 2 THICK IAYE R OF PEA GRANFL OR OTHER NON -FLOATING MULCH. 2 STORMNATER FACIL" GRONING METMA PER SPECS. GROWING MEDIA TO BE AT LEAST x0%b O 1CMATERUL. S DRAINAGE LENS COURSE It- NO. A OPEN GRADED AGGREGATE). 0 IXUINAGEFlLLPEASPECs. 5 RANTING SEE LWDSCAPE PLANS. 6 MNNJUEFABRIC, WARP UP SIDES MD WFALAP TDP IXiNNOME LENS IT MIN. T 4- POW PERF. PIR; ORENT WITH HOLES FACING DONN.. (1 TYPICAL STORMWATER FACILITY SECTION � sGUE: xTs IT. DRAM NOTE: 1. SEE DETAIL IT O SRGMBATER FACIUMES SECIION DUALS. �1 VEGETATIVE INFILTRATION BASIN L sGUE: xTs I z Y X3ER 2 $ 1 n o=IBM It RAE BS€ rc m O e,8.2M (( MN O. B. c Inn I owx9fi�tl loo- aN�3� Moo- n !li Hili �<) G� FF' Gc G lrpff BOB Wil.m.fte SO,g.t Snug 400Eugene OR 97401J Q F a O 0 X: z O Q J_ m Q x W Q c FW Be W z o 0 Of a E- W LL O - JEL s $ Q $ C400 z WOW I hunefteStreet, Sufte 4EO, Eugene, OR 9740 1 011 SE449021 . kpff .. kTff