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HomeMy WebLinkAboutApplication Applicant 6/14/2024 June 13, 2024 Kelly Notary, Planner City of Springfield Planning Department 225 Fifth Street Springfield, OR 97477 Re: Project Name: MDS – 3000 Gateway Street / Case Number: 811-24-000105-TYP1-MDS Response to Conditions of Approval / Final Plans Dear Kelly: This letter is in response to the Staff Decision and Conditions of Approval for the subject project. Below, we have provided written responses to each condition of approval. Each condition is restated in italics and the response is stated below. We are also attaching final MDS Site Plans, as required under the Staff Decision. Please review and let us know if you require anything further. ▪ Condition 1 ▪ Condition: Prior to Final site plan approval, the applicant must submit a vegetation plan for the proposed stormwater planter using information from appendix D Stormwater Planter Typical Cross Section and Appendix F Approved Vegetation List for both the species and number plants require ▪ Condition 1 Response: The planting plan (L1.11) has been provided to address this requirement. Refer to Attachment A ▪ Condition 2 ▪ Condition: Prior to approval of the final site plan, the applicant must provide an operations and maintenance plan to the City for review and record and notice of Operations and Maintenance against the property to ensure the long-term maintenance and operation of the proposed vegetated swales, consistent with maintenance criteria required by SDC 4.3.110 (H). Pre-approved forms for the maintenance agreement and notice of maintenance agreement and maintenance plans are available from the city’s website. The plan should designate maintenance responsibility for operating and maintaining the system and should be distributed to all property owners and tenants of the site. ▪ Condition 2 Response: The Operations and Maintenance plan has been executed and recorded. Refer to Attachment B ▪ Condition 3 ▪ Condition: Any and all trash enclosures included in this proposal must meet the Standards in Appendix H of the SDC. They must be covered and hydraulically isolated from potential stormwater runoff and directed to the sanitary system. At Final Site plan submittal please demonstrate that only one trash enclosure location is proposed, and it is the one that meets the standards and is noted on Sheet C.12. If there are two trash enclosures included in the site work both trash enclosures must meet the standards and be noted. Creating healthier, enduring environments. ▪ Condition 3 Response: It is confirmed that the only trash enclosure proposed with the project is the one shown on Details 2/C2.12, 2/C2.22, 3/C3.11, and 3/C4.11. The location of the trash enclosure is south of the former Sears building, and is shown on the keymaps on each sheet. There are no additional trash enclosures proposed and there are no proposed modifications to other existing trash enclosure on the site. Please let us know if you require any additional information. Sincerely, Geoff Larsen, PE Senior Associate, Senior Civil Engineer, Project Manager Phone: D 503.601.5968 Email: glarsen@mazzetti.com Attachments Attachment A: Final MDS Site Plans Attachment B: Recorded Stormwater Operations and Maintenance Documents Gateway Center North Mall Renovation June 13, 2024 Final MDS Package Attachment A: Final MDS Drawings C0.10 Existing Conditions C0.11 Existing Conditions Surveys C0.12 Existing Conditions Surveys C0.13 Existing Conditions Surveys C0.14 Existing Conditions Surveys C0.15 Existing Conditions Surveys C0.16 Existing Conditions Surveys C0.17 Existing Conditions Surveys C0.18 Existing Conditions Surveys C0.19 Existing Conditions Surveys C1.11 Civil General Notes, Legend, and Details C1.12 Civil Details C1.13 Civil Details C1.14 Civil Details C2.11 Site Materials Plan – North (MDS Site Plan) C2.12 Site Materials Plan – South / West (MDS Site Plan) C2.21 Site Horizontal Layout Plan – North (MDS Site Plan) C2.22 Site Horizontal Layout Plan – South / West (MDS Site Plan) C3.11 Site Grading Plan C4.11 Site Utilities Plan (MDS Utilities Improvement Plan) E1.05 Landscape Lighting Plan E2.01 Luminaire Schedule & One Line Diagram A0.61 Architectural Site Details (Trash Enclosure) 17-03-22-00-3200 US POSTAL SERVICE 17-03-22-00-3500 FOOD INSUSTRIES CREDIT UNION 17-03-22-00-3502 FUGLESTAD FAMILY LLC 20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YR20-YREXISTING CONDITIONS1 00 PLAN SCALE 50' 100' SCALE: 1"= 50' a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS C0.10 SITE ASSESSMENT OF EXISTING CONDITIONS NOTES SURVEY DOCUMENTS INCLUDED DIGITAL SIGNATURE a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.111 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.112 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.113 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.114 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.115 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.116 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.117 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.118 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 EXISTING CONDITIONS SURVEYS C0.119 a r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024CIVIL GENERALNOTES, LEGEND,AND DETAILSC1.11GENERAL NOTES:EXISTING TOPOGRAPHIC INFORMATION:"TOPOGRAPHIC SURVEY FOR ROUSE PROPERTIES"ATTENTION:CIVIL SYMBOLS AND ABBREVIATIONS LISTSYMBOLABBR.DESCRIPTIONIRRIRRIRRISISISGGGSPSPSPSPSP SC SC SCLMTSYMBOLABBR.DESCRIPTIONADADDDCOVCOBWBFPBFPMPIBOABBR.DESCRIPTIONC-50010C-500A22AABBR.DESCRIPTIONNO SCALECLEANOUT (CO)2NO SCALETRENCHING & BACKFILL SECTIONATYPICALNO SCALEOVERFLOW CATCH BASIN (OFCB)3NO SCALESANITARY SEWER AREA DRAIN4NO SCALETRENCH DRAIN (TD)5℄IN-LINE SEDIMENT TRAP SECTIONTRENCH DRAIN SECTION℄NO SCALELATERAL CONNECTION1℄ a r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024CIVIL DETAILSC1.12NO SCALEFLOW ENTRANCE AND ROCK SPLASH PAD5CURB AND GUTTERNO SCALESTORMWATER PLANTER WALL2 NO SCALESTORMWATER PLANTER CURB OPENING3 AASECTION A-ATYPICAL CONDITION AT PEDESTRIAN PAVEMENTSNO SCALESTORWATER RAIN GARDEN1TYPICAL EAST SIDETYPICAL SOUTH AND EAST SIDESSECTION A-ATYPICAL CONDITION AT CURB AND GUTTERBBPLANSECTION B-BELEVATIONNO SCALEFLOW ENTRANCE, ROCK CHANNEL, AND SPLASH PAD4PEDESTRIAN PAVEMENT a r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024CIVIL DETAILSC1.131A: STANDARD CURB AND GUTTER1B: REVERSE CURB AND GUTTERTYPICAL GRADINGDESIGNATIONS PER PLAN1C: CURB AND GUTTER WITH THICKENED EDGE WALKTYPICAL JOINTINGNO SCALECURB AND GUTTER1 NO SCALEFULL DEPTH CURB3 DEAD-END JOINT CONDITIONSTRUCTURE CORNER CONDITIONNO SCALEDEAD-END JOINTS AND STRUCTURE CORNERS8EXTRA REINFORCEMENT ATJ3J5J4J8J7J1J2J6NO SCALEJOINTING DETAILS4NO SCALEAND SEALANT DETAIL9JOINT EDGINGCONTRACTION /CONSTRUCTION JOINTISOLATION JOINT AT BUILDINGS ORBUILDING APRONS,···ISOLATION JOINT ATUTILITY STRUCTURES AND CURBSSTANDARD SECTION (NO CURB)STANDARD SECTION (CURB)NO SCALESAWCUT SECTIONS5NO SCALEMILL AND INLAY SECTION62A: FLUSH PAVEMENT/SIDEWALK2B: CURBED CONDITIONNO SCALETHICKENED EDGE SIDEWALK2NO SCALEPRECAST CONCRETE WHEELSTOP7 a r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024CIVIL DETAILSC1.14NO SCALE PAVEMENT MARKINGS2ACCESSIBLE PARKING℄NO SCALESIGN POST AND BASE1FLUSH PAVEMENT CONDITIONCURB/SIDEWALK CONDITIONS1AS1BRESERVEDPARKINGNOPARKINGACCESS ISLES1CVANACCESSIBLERESERVEDPARKINGWHEELCHAIRUSER ONLY KOHL'S FORMER SEARS 1C 4B1A P1A P1B P2B P2C 1A 5 6 E3 E1B E2 E1A E1B L2 L1 IL1 A2 A4 A3 8 4A 4C 4C J8 J1J8 J1 J4 J4 J2 7 2B 2B 2A 2B 3 E2 4D 4D E5 E5 E4 P2A PROPOSED RENOVATED MALL SPACE FOR NEW TENANT MALL ENTRANCE MALL SPACE J8 9 HHH HH HHHHHHHH HHHHHCCCNORTH C2.111 C2.112SOUTHC2.121 WESTC2.121 GATEWAY ST. MALL FORMER SEARSS1A S1C S1C S1A S1C S1B M2 M1 M2 NOPARKINGNOPARKINGNO PARKINGNO PARKINGM3 M3 M4 M5 M5 M5 ME1 ME1 FOR NEW TENANT a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATION11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049MDS LAND USE 04/12/2024 ISSUED FOR CONSTRUCTION 05/27/2024 C2.11 SITE MATERIALS PLAN - NORTH1 00 PLAN SCALE 10' 20' SCALE: 1"= 10' PAVEMENT LEGEND P1A P1B P2B L1 P2A SHEET NOTES PAVEMENT MARKING AND SIGNAGE PLAN - NORTH2 00 PLAN SCALE 10' 20' SCALE: 1"= 10' CONSTRUCTION NOTES SIGNAGE AND STRIPING NOTES L2 CONCRETE PAVEMENT - SPECIALTY FINISH CONCRETE PAVEMENT - STANDARD FINISH ASPHALT PAVEMENT - FULL DEPTH / DRIVE LANE P2C ASPHALT PAVEMENT - MILL AND INLAY ASPHALT PAVEMENT - FULL DEPTH / PARKING LANDSCAPE AREA STORMWATER FACILITY KEYMAP SITE MATERIALS PLAN NORTH DIGITAL SIGNATURE HHHH H HHHHHHHHHHHHHCCCNORTHC2.111C2.112SOUTHC2.121WESTC2.122GATEWAY ST.MALLKOHL'SMALLENTRANCEPROPOSED RENOVATED MALL SPACEFOR NEW TENANTEXISTING TENANT SPACE TO REMAINMALL SPACEE1AE1BP1BJ8J9A2A4A2E4IL1IL1E6J8P1CJ1J4J3A D CINEMARKP2A32C21FORMER SEARSBLDGa r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024C2.12SITE MATERIALS PLAN - SOUTH1 00PLAN SCALE10'20'SCALE: 1"=10'SITE MATERIALS PLAN - WEST2 00PLAN SCALE10'20'SCALE: 1"=10'PAVEMENT LEGENDP1AP1BP2BL1P2ASHEET NOTESL2CONCRETE PAVEMENT - SPECIALTY FINISHCONCRETE PAVEMENT - STANDARD FINISHASPHALT PAVEMENT - FULL DEPTH / DRIVE LANEP2CASPHALT PAVEMENT - MILL AND INLAYASPHALT PAVEMENT - FULL DEPTH / PARKINGLANDSCAPE AREASTORMWATER FACILITYKEYMAP CONSTRUCTION NOTESSITEMATERIALS PLANSOUTH / WEST 7'-6"KOHL'SFORMERSEARSPROPOSED RENOVATED MALL SPACEFOR NEW TENANTMALLENTRANCEMALL SPACEHHHH H HHHHHHHHHHHHHCCCNORTHC2.211SOUTHC2.221WESTC2.222GATEWAY ST.MALLa r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024C2.21SITE HORIZONTAL LAYOUT PLAN - NORTH1 00PLAN SCALE10'20'SCALE: 1"=10'KEYMAP SITE HORIZONTALLAYOUT PLANNORTHSHEET NOTES HHHH H HHHHHHHHHHHHHCCCNORTHC2.211SOUTHC2.221WESTC2.222GATEWAY ST.MALLKOHL'SMALLENTRANCEPROPOSED RENOVATED MALL SPACEFOR NEW TENANTEXISTING TENANT SPACE TO REMAINMALL SPACEA D TRASH ENCLOSURECINEMARK FORMER SEARSBLDGa r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024C2.22SITE HORIZONTAL LAYOUT PLAN - SOUTH1 00PLAN SCALE10'20'SCALE: 1"=10'SHEET NOTESKEYMAP SITE HORIZONTAL LAYOUT PLAN - WEST2 00PLAN SCALE10'20'SCALE: 1"=10'SITE HORIZONTALLAYOUT PLANSOUTH / WEST SDSDSDEEETAP7'-6"1B1A2ARRRRRRRRRRRRRR3BSDSDSD3A3AD4HHHH H HHHHHHHHHHHHHCCCNORTHC3.111SOUTHC3.112WESTC3.113GATEWAY ST.MALLa r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024SITE GRADINGPLANC3.11GRADING PLAN - NORTH1 00PLAN SCALE10'20'SCALE: 1"=10'GRADING PLAN - SOUTH2 00PLAN SCALE10'20'SCALE: 1"=10'KOHL'SKOHL'SFORMERSEARSSHEET NOTESGRADING PLAN LEGENDRRR456.25TCONCCONSTRUCTION NOTESGRADING PLAN - WEST3 00PLAN SCALE10'20'SCALE: 1"=10'CINEMARKKEYMAP WWGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSW SSSSSSSSSSSSSSSSBUILDINGGGGGGGGGGGWW W W W W W W W W GGGGGGGGGGWWWWWWWWWWWWEEEEEETAPSSSSSSSSSSSSSSSSSSSSSSSS8B34AE114E4E1E3E5FORMERSEARS BLDGKOHL'SBLDG4C4B4D4B224AE41012121111121314111325E18A2558A2SSSSSSSSSSSSADE36MALL BLDG(MAINTENANCE / OFFICE)FORMERSEARS BLDG1611X15HHHH H HHHHHHHHHHHHHCCCNORTHC4.111SOUTHC4.112WESTC4.113GATEWAY ST.MALLa r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049MDS LAND USE 04/12/2024ISSUED FOR CONSTRUCTION 05/27/2024SITE UTILITIESPLANC4.11VEGETATED STORMWATER FACILITYSTORMWATER LEGENDCONSTRUCTION NOTESRUNOFF FLOW DIRECTIONUTILITY PLAN - NORTH1 00PLAN SCALE10'20'SCALE: 1"=10'UTILITY PLAN - SOUTH2 00PLAN SCALE10'20'SCALE: 1"=10'UTILITY PLAN - WEST3 00PLAN SCALE10'20'SCALE: 1"=10'KEYMAP SHEET NOTES WSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGW W W W W W W W W W W W W W W W W W GGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWCO(12) VIB DAV(6) ACE GRI(10) FOT GAR(9) EUO MPH(66) FES FFI(93) CAR STI(97) CAR OBN(119) JUN PA3(97) CAR STI(19) MAH REPHHH HH H H HHHHHHHH HCCCGATEWAY ST.MALLL1.111a r c h i t e c t u r e + p l a n n i n gISSUANCE NAMEDATER E T A I L P A R T N E R S GATEWAY CENTER 3000 GATEWAY STREET SPRINGFIELD, OR 97477 PROJECT NUMBER: 17-045 NORTH MALL RENOVATION 11611 SAN VICENTE BOULEVARD, SUITE 900 LOS ANGELES, CA 90049 Project Number:940 Willamette Street, Suite 310Eugene, OR 97401TEL: 541.686.8478www.mazzetti.com024-000101NOT FORCONSTRUCTIONISSUED FOR CONSTRUCTION 05/27/20240'SCALE 1/4" = 1' - 0"2'4'8'LANDSCAPESITE PLANL1.11LANDSCAPE SITE PLAN1SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZEQTYTREESACE GRIACER GRISEUMPAPERBARK MAPLE2" CAL.6SHRUBSEUO MPHEUONYMUS JAPONICUS `MICROPHYLLUS`BOXLEAF EUNONYMUS5 GAL.9FOT GARFOTHERGILLA GARDENIIDWARF FOTHERGILLA5 GAL.10VIB DAVVIBURNUM DAVIDIIDAVID VIBURNUM5 GAL.12SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZESPACINGQTYGROUND COVERSMAH REPMAHONIA REPENSCREEPING MAHONIA4"36" o.c.19SWTF GCCAR OBNCAREX OBNUPTASLOUGH SEDGE4"12" o.c.97CAR STICAREX STIPATAAWL-FRUITED SEDGE4"12" o.c.190FES FFIFESTUCA ROEMERIROEMER'S FESCUE4"12" o.c.66JUN PA3JUNCUS EFFUSUS PACIFICUSPACIFIC RUSH4"12" o.c.119PLANT SCHEDULEMASTER PLANT LISTMASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS.STORMWATER PLANT LISTSTORMWATER PLANTS ARE ALSO LISTED IN THE MASTER PLANT LIST.SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZESPACINGQTYSWTF GCCAR OBNCAREX OBNUPTASLOUGH SEDGE4"12" o.c.97CAR STICAREX STIPATAAWL-FRUITED SEDGE4"12" o.c.190FES FFIFESTUCA ROEMERIROEMER'S FESCUE4"12" o.c.66JUN PA3JUNCUS EFFUSUS PACIFICUSPACIFIC RUSH4"12" o.c.119PLANT SCHEDULE SWTFJUSTIFICATIONPLANTING NOTES1.NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT.2.MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM ASINSTALLED.3.NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OFTHE WORK.4.VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGETO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BYTHE GENERAL CONTRACTOR.5.PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING.IRRIGATION SYSTEM NOTES1.PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.2.IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN.3.IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTIONSYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES.4.THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH ANDAPPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF.5.CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE,BACKFLOW PREVENTION DEVICE.6.AUTOMATIC CONTROLLER (WEATHER PROOF IF EXTERNAL, LOCATION PER OWNER).7.ELECTRIC REMOTE CONTROL VALVES AS SPECIFIED, WITH POP-UP SPRAY SPRINKLERS OR DRIP SYSTEM AS SPECIFIED..8.ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX AS SPECIFIED.VICINITY MAPN.T.S.THE SATRE GROUP375 West 4th, Suite 201, Eugene OR 97401Phone: 541.686.4540 Fax: 541.686.4577www.satregroup.comOREGONJOHN C SCHMIDTACCPACNDSAERE IH T RLGR EESTIT DE87310/18/2015 Date:EXPIRES: JUN. 30, 202416947PEOREGONNALT EREDPROFESSIONGE INEERNOV.16,1993LGCK E REG IG SR EYSCHORNA1LANDSCAPE LIGHTING PLAN - NORTHSCALE: 3/32" = 1'-0"NEW TO EXISTING CONNECTIONLEGENDENEXISTINGNEW WORK2LANDSCAPE LIGHTING PLAN - SOUTHSCALE: 3/32" = 1'-0"1111ISSUANCECITY SUBMITTAL DEMODATER E T A I L P A R T N E R S LOS ANGELES, CA 90049 11611 SAN VICENTE BOULEVARD, SUITE 900 NORTH MALL RENOVATION PROJECT NUMBER: 17-045 SPRINGFIELD, OR 97477 3000 GATEWAY STREET GATEWAY CENTER 220888SE JOB#:New YorkOmahaHonoluluMiamiLos AngelesSeattle12/06/2023PC SUBMITTAL02/15/2024 1 2ND PC SUBMITTAL04/11/202405/07/2024ISSUED FOR CONSTRUCTIONLANDSCAPELIGHTING PLANE1.05 Date:EXPIRES: JUN. 30, 202416947PEOREGONNALT EREDPROFESSIONGE INEERNOV.16,1993LGCK E REG IG SR EYSCHORNANEW TO EXISTING CONNECTIONLEGENDENEXISTINGNEW WORK2OCCUPANCY SENSOR WIRING DIAGRAMTYPICAL SINGLE-ZONE CEILING-MOUNTNOT TO SCALE200/3150AFUSESSAFETYSWITCH////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT200/3150AFUSESSAFETYSWITCH////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT////4 - #1/0,#6 GROUNDIN 1 1/2"CONDUIT200/3150AFUSESSAFETYSWITCH1ONE LINE DIAGRAMNOT TO SCALE11PROPOSED SUBSTITUTIONS FOR LUMINAIRES THAT ARE SELECTED BY OTHERS REQUIRE THE APPROVAL OF THE INDIVIDUAL THAT SELECTED THE LUMINAIRE. B.EMERGENCY BATTERY PERFORMANCE REQUIREMENTS.AT AN EMERGENCY PANELBOARD OR CENTRAL LIGHTING INVERTER, EMERGENCY LIGHTING LUMINAIRES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY. SEE THE SPECIFICATIONS FOR MINIMUMLUMINAIRE SYMBOLS THAT ARE SHOWN HALF-SHADED, OR LABELED "EM", ON THE PLAN(S) INDICATE LUMINAIRES THAT SERVE AS EMERGENCY LIGHTING. UNLESS SERVED BY A CIRCUIT ORIGINATING A.LUMINAIRE SCHEDULE GENERAL NOTES:DALI = DIGITAL ADDRESSABLE LIGHTING INTERFACEHPS = HIGH PRESSURE SODIUMELV = ELECTRONIC LOW VOLTAGE / REVERSE PHASE / TRAILING EDGEMH = METAL HALIDEMLV = MAGNETIC LOW VOLTAGE / TRIAC / FORWARD PHASE / LEADING EDGEIND = INCANDESCENTDMX = DMX512IND = INCANDESCENTCFL = COMPACT FLUORESCENTECO = LUTRON ECOSYSTEM0-10V = 0-10VFL = LINEAR FLUORESCENT3-WIRE = FLUORESCENT 3-WIRENON = NOT DIMMABLELED = LIGHT EMITTING DIODESUPPORTED DIMMING CODESLIGHT SOURCE CODESOTHERSN/ALEDWALL, SURFACE120/277SL5OTHERSN/ALEDGRADE, SURFACE120/277SL3OTHERSN/ALEDGRADE, POLE120/277SL1ENGINEERN/ALEDCEILING, RECESSED120/277FENGINEERN/ALEDWALL, SURFACE120/277EOTHERSN/ALEDCEILING, SURFACE120/277DOTHERSN/ALEDCEILING, SURFACE277C8SOTHERSN/ALEDCEILING, SUSPENDED277C8OTHERSN/ALEDCEILING, SURFACE277C6SOTHERSN/ALEDCEILING, SUSPENDED277C6OTHERSN/ALEDCEILING, SURFACE277C5SOTHERSN/ALEDCEILING, SUSPENDED277C5OTHERSN/ALEDCEILING, SURFACE277C4ESOTHERSN/ALEDCEILING, SUSPENDED277C4EOTHERSN/ALEDCEILING, SUSPENDED277C4OTHERSN/ALEDCEILING, SUSPENDED120B4EOTHERSN/ALEDCEILING, SUSPENDED120B4ENGINEERN/ALEDCEILING, SUSPENDED120BEENGINEERN/ALEDCEILING, SUSPENDED120BENGINEERN/ALEDCEILING, SUSPENDED120AE2ENGINEERN/ALEDCEILING, RECESSED120AEENGINEERN/ALEDCEILING, RECESSED120ALUMINAIRE SCHEDULEISSUANCECITY SUBMITTAL DEMODATER E T A I L P A R T N E R S LOS ANGELES, CA 90049 11611 SAN VICENTE BOULEVARD, SUITE 900 NORTH MALL RENOVATION PROJECT NUMBER: 17-045 SPRINGFIELD, OR 97477 3000 GATEWAY STREET GATEWAY CENTER 220888SE JOB#:New YorkOmahaHonoluluMiamiLos AngelesSeattle12/06/2023PC SUBMITTAL02/15/2024 1 2ND PC SUBMITTAL04/11/202405/07/2024ISSUED FOR CONSTRUCTIONLUMINAIRESCHEDULE & ONELINE DIAGRAME2.01 EL. 6'-0" T.O. WALL EQEQ HINGE: 7" RD BARREL BODY W/ WELD PLATES (BHRD7-2-1/2) BY JANSEN ORNAMENTAL SUPPLY CO. 8" DIA. GALVANIZED PIPE POST 6" CONCRETE RAMP, SEE STRUCTURAL/ CIVIL DWGS. 6'-0" HIGH CMU BLOCK ENCLOSURE (QTY. 7) 6"DIA x4'-0" TALL STEEL PIPE BOLLARD GROUT, GROUT AND SET 2' IN CONCRETE FOOTING. MOUNTED INSIDE ENCLOSURE CONTROL JOINT, TYP.8'-2"SLOPE 1/4"/FT.24'-8" 26'-0"8'-4"EQEQEQ A0.61 3 A0.612A0.615A0.618A0.61 1----------------- A0.61 4----------------- (QTY. 8) EACH 1" DIA. GALVANIZED PIPE 6" LONG EMBEDDED FLUSH WITH TOP OF CONCRETE RAMP TO ALLOW DOORS TO BE ANCHORED IN THE OPEN OR CLOSED POSITION F.O. (E) WALL NOTE: SEE ELECTRICAL DWGS FOR LIGHTING (E) RETAIL ANCHOR NOT IN SCOPE TYP. 3'-3" TYP. 3'-0" TYP. 3'-0" TYP. 3'-1" TYP. 3'-1" TYP. 3'-0" TYP. 3'-0" TYP. 3'-3" HSS GALVANIZED POST PER STRUCTURAL HSS GALVANIZED POST PER STRUCTURAL DOWNSPOUT - SPLASH TO GRADE HSS GALVANIZED POST PER STRUCTURAL B-DECK METAL GATE (PAINTED TO MATCH BLDG.) HINGE: 7" RD BARREL BODY W/ WELD PLATES (BHRD7-2-1/2) BY JANSEN ORNAMENTAL SUPPLY CO. 1/2" STEEL ROD CROSS BRACING WELD TO B-DECK METAL PAINT TO MATCH BLDG. 1 "B' GATE LATCH DETAIL"A" CANE BOLT DETAIL 2"x2"x3/16" ANGLE FOR HANDLE REST, WELD TO FACE OF STEEL PLATE OF GATE 1" I.D.x3" SLEEVE WELDED TO GATE FRAME, TYP. OF 2 EACH GATE. 1" I.D.x3" SLEEVE WELDED TO GATE FRAME, TYP. OF 2 EACH GATE. 1/4" METAL PLATE WELDED TO FRAME 1-3/4"x 1-3/4" x 3/16" ANGLE GATE FRAME 1-3/4"x1-3/4"x3/16" ANGLE GATE FRAME 3/4" DIA. CANE BOLT WITH 4" LONG HANDLE 1" I.D.x6" SLEEVE SET CORE PAVEMENT AND SET WITH EPOXY GROUT. PROVIDE FOR BOTH OPEN AND CLOSED GATE POSITIONS. 1'-6" 3"3"3"6"3"3"6"1'-2"6"3"V.I.F. WALL AND FOOTING REINFORCING, SEE STRUCTURAL RETENTION/LANDSCAPE AREA, SEE CIVIL DWGS. A-SECTION 8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILDIGN THROUGHOUT 6" STEEL BOLLARD FILLED WITH CONCRETE, PAINT DARK GREY 6" CONC. PAD ONE COURSE 8"x8"x16" SPLIT-FACE CMU CAP, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT ONE COURSE 8"x8"x16" SPLIT-FACE CMU ONE SIDE, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT SEE STRUCTURAL DRAWINGS 8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILDING THROUGHOUT CONCRETE "DOME", PAINTED DARK GREY SEALANT 3'-3"4'-0"6'-0"SEE STRUCT.SEE STRUCT. HSS POST PER STRUCTURAL HSS POST PER STRUCTURAL GALVANIZED B DECK ROOFING PER STRUCTURAL 1'-0" 1 3"6'-0"3/4" EQUAL1/2"EQUAL 3/4" 1/2" STL. ROD - TYP. METAL B-DECK (PAINTED) TO MATCH ADJACENT WALL, CANE BOLT PROVIDE STEEL SLEEVED HOLES TO RECEIVE CANE BOLT TO SECURE DOORS IN OPEN AND CLOSED STATES LOCKABLE HASP3'-0"PAINT TO MATCH ADJACENT WALL8" DIA. GALVANIZED PIPE POST, PAINT TO MATCH CANE BOLTLATCHLATCH 3'-0"A0.61 6 TYP GALVANIZED B DECK ROOFING PER STRUCTURAL HSS PER STRUCTURAL CLCLCLEQUALEQUAL1'-0" 1'-0" DOWNSPOUT - SPLASH TO GRADE 1 6'-0"8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILDING THROUGHOUT ONE COURSE 8"x8"x16" SPLIT-FACE CMU CAP, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT ONE COURSE 8"x8"x16" SPLIT-FACE CMU ONE SIDE, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT 8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILIDNG THROUGHOUT 8" DIA. GALVANIZED PIPE POST SEALANT (E) WALL P.I.P. HSS POST PER STRUCTURAL GALVANIZED B DECK ROOFING PER STRUCTURAL HSS PER STRUCTURAL GUTTER FOR WATER RUNOFF 1'-0" 6" DOWNSPOUT - SPLASH TO GRADE 1 ONE COURSE 8"x8"x16" SPLIT-FACE CMU CAP, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT 8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILDING THROUGHOUT 8" DIA. GALVANIZED PIPE POST 8"x8"x16" CMU MASONRY BLOCK, SMOOTH FACE PAINTED TO MATCH ADJ. BUILDING THROUGHOUT ONE COURSE 8"x8"x16" SPLIT-FACE CMU CAP, PAINTED TO MATCH ADJ. BUILDING THROUGHOUT SEALANT GUTTER FOR WATER RUNOFF 2'-6"6'-0"2'-0"6'-0"6" 1 EXISTING SLAB & FOOTINGS, P.I.P. A-SECTION 6" STEEL BOLLARD FILLED WITH CONCRETE, PAINT DARK GREY 6" CONC. PAD SEE STRUCTURAL DRAWINGS CONCRETE "DOME", PAINTED DARK GREY SEALANT4'-0"EXISTING WALL, P.I.P. 6" HSS PER STRUCTURAL GALVANIZED B DECK ROOFING PER STRUCTURAL 1 a r c h i t e c t u r e + p l a n n i n g ISSUANCE NAME DATER E T A I L P A R T N E R SCITY SUBMITTAL DEMO 12/06/2023 PC SUBMITTAL 02/15/2024 Autodesk Docs://17045_The Shoppes at Gateway/ARCH-17045-R22-The Shoppes at Gateway.rvt4/11/2024 6:34:45 PMGATEWAY CENTER3000 GATEWAY STREETSPRINGFIELD, OR 97477PROJECT NUMBER: 17-045NORTH MALL RENOVATIONDETAILS - SITE (PHASE C) A0.61 11611 SAN VICENTE BOULEVARD, SUITE 900LOS ANGELES, CA 90049 1/4" = 1'-0" 7TRASH ENCLOSURE (PLAN) 1 1/2" = 1'-0" 3ENCLOSURE GATE HINGE 1 1/2" = 1'-0" 6CANE BOLT DETAIL 1/2" = 1'-0" 16'-0" TRASH ENCLOSURE 1/2" = 1'-0" 8FRONT ELEVATION 10 - A 1/2" = 1'-0" 5SIDE ELEVATION 1/2" = 1'-0" 2SIDE ELEVATION 1/2" = 1'-0" 46'-0" TRASH ENCLOSURE - EXISTING WALL 1 2ND PC SUBMITTAL 04/11/2024 Gateway Center North Mall Renovation June 13, 2024 Final MDS Package Attachment B: Stormwater Operations and Maintenance Documents Notice of Operations and Maintenance Agreement Private Stormwater Managcmcnt and Trcatmcnt System The undersigned orvner(s), is hereby given notice that stormrvater nrnoff from lhe "Propcrty" described belorv requiru srormwater management facilities to be located, designed, and constnrcted in compliance with the City of Springfield's Engineering Design and Procedures Manual. Said facilities shall be operated and maintained in accordance with the Operations and Maintenance Agreement (O&M Agreement) on file with the City of Springfield, Development and Public Works Department. BRFI Gatewav. LLC c/o Balboa (Property Owner/Developer) acknowlcdges and agrccs to maintain private stormwater treatment facilities listed in this document. The maintcnance of the stormwater facilities listed in this document is reguired as part of the Devclopment Agreement rvith the City of Springfield. This facility will be operated and maintained in accordance rvith the rcquirements stated in this document and in tbe latest edilion of the City of Springfield Engineering Design Standards and Procedures Manual, Chaptcr 3. The City rcserves thc right to enter and inspect any stonnwater faciliry located on the "Property" to ensure the facilitics are operating as designed. Failurc of the rcsponsible party to inspect and maintain the facilities can rcsult in an adverse impact to the public stormwater system and the quality of rcceiving watcrs. The requirement to operate and maintain the stormwater trcatment facilitics in accordance with the approved site development agreement and the site O&M Agreement is binding on all current and futurc owners of the property. The Agreement and its O&M Plan may bc modified under written consent of new owners with urittcn approvalby and refiling with the City. The O&M Agreement and O&M Plan for facilities constnrcted pursuanr to this notice are available at the Development and Public Works Departmenl,225 Fifth St, Springficld Oregon, or call (541F736-3753, behveen the hours of 8 a.m. and 5 p. m., Monday through Friday. The Subject premises, is legally described as follorvs: (Tax lot number ca,rnot be used rc describe the propert.v. Legal descriptions may be obtainedfrom the county assessor's ofrce). LECAL DESCNPTION: LOT l0 of the "Shoppes at Gateway" SuMivision Plat, Springfield, Lane Countv, Oregon, June 15,2022, Lane County Deeds and Records File No. 2022-027972 By signing belorv, the signer accepts and agrees to the terms and conditions contained in the Operations and Maintenance Plan and in any documents attached. This instrument is intendcd to bc binding upon the parties hereto, their heirs, successors, and assigns. ln Witncss whcreof, thc undersigncd has exccuted this instrument on this til Aay of Ju^, t- 20 L{. Owne(s): Signature PrintName ADA-rr4 L- nrcUFlL srATE orkifr5$, county odffi tsae'et.5 z by by as of This instnrment as acknou,lcdgcd A-trt*a r-. F4 r ltet' bcfore me on Su^a. 1 , LoZ'l owne(s) of the above dcscribed prcmises. I This instrument as acknowledged before me on , owner(s) of the above described premises. Notary Public for€rego;n Q,*r,1or vl.ro'; RETURN TO: CITY OF SPRINGFIELD DEVELOPMENT & PUELIC WORKS OEPT 225 FIFTH ST. SPRINGFIELD, OREGON 97477 Sotv t-q . zoL'l M! Commis'sion Expires Cgr,&t x! ?t3r:ttotooaiCrtefic-Cffi.frrr|.5Cdrf,cailrtst,ta3at6l Lane County Clerk Lane County Deeds and Records RPR-AGRE CnF2 Pgs=l Stn=15 CASHIER 04 s5.00 s5.00 s10.00 $r1.00 s61.00 ililllillllilllltillllllllllllllllllllllllllllll $e2oo 02118u6202100163ee001001' oett3 t2oz402:03:31 pM 2024-016399 Appendix 3A-l Rev olz7it?Page I of I EDSP Adopted December 03,2012 Operations and Maintenance Agreement Private Stormwater Management and Treatment System l^and Development Application 81 1,24-0001 os-ryPl -MDS Orvne/s Name: BRFI Gatewav. LLC c/o Balboa Phone No.:(310)130 Mailing Address:1161 San Vicente Blvd. Los Anoeles State CA 90049 Site Addrcss: 3000 Street StateOR 97477 Site Map and Tax lot No.: 17-03-22-00- 05300 (Or anach doctntenr wirh addirional lot inlormation if fiefacility crosses more than one lot) Type of Facility(ies) Stormwater Planter/R Requirementsl) Stormwater Management Site Plan, (min. 8 ll2" x I l" attached to this form) showing the location of the facility(ies) in relation to building structurcs or other pcrmancnt monumcnts on the site, sources of runoffentering the facility(ies), and where stormwater will be dischuged to after leaving the facility(ies). Landscape and vegetation should be clear on the Plan submined or submit a separate Landscape Plan document showing vegetation type, location, and quantity (landscape plan). These can be the same Plans submined for development review. The stormwater management facility(ics) shown on thc Site Plan are a required condition of development approval for the identified property. The owner of the identified property is required to operate and mainlain the faciliry(ies) in accordance witlt the Facilify- Specific Operation and Maintenance Plan(s) (O&M Plan(s)) atuched to this form and on file with the City. The O&M Plan for the faciliry(ies) will be available at the Development and Pubtic Works Department, 225 5h Street, Springfield, Oregon benveen the hours of 8 a,m. and 5 p.m., Monday through Friday. 2) Financially responsible pnirty (circle one): HomeownerAssociation Other(describe) 3) Party(ies) responsible for maintenance (only if other than owner). qprl,vr? t+, Daytime phone no.(-) Emergency/after-hours contact phone no. (_) Maintenance Contact Panv(ie.s) Name & Business Address: 4) Maintenance practices and schedule for the stormwater facility(ies) are included in the Facility Specific O&M Plan(s) attached to this form and filed with the Development and Public Works Department, City of Springfield. The operation and maintcnance practiccs arc based on thc version of the City of Eugene's Stormwater Management Manual in effect at the date of development application, as modified by any plans attached to this document at the time of signing. Application Date:5I^^'L 7 024 By signing below, Filer accepts and agrees to the tenns and conditions contained in the Operations and Maintenance Plan(s) and executed by Filer and recorded wilh it 7 - Filer Sigrature: Print Name:Anr+*r L- /l IL L6r Owner Appendix 3A-2 nc"oraore Page I of I EDSP Adopted December 03,2012 SDS SDSDSDSDSDSDSDSDSDSDCOCORRRRSTORMWATERPLANTERFORMER SEARSKOHL'SMALL BUILDINGSTORMWATER DISCHARGEDTO EXISTING ONSITE STORMDRAIN SYSTEMCONTRIBUTING AREASTORMWATER O&M SITE PLANSHOPPES AT GATEWAY - NORTH MALL RENOVATION05/21/240'30'Scale: 1"= 30'NHHHHH H HHHHHHHHH HHHH HCCCGATEWAY ST.VICINITY MAPSITE LOCATION Stormwater Management Manual 4-19 Eugene 2014 4.5.7 Rain Garden O & M Plan Rain Gardens are vegetated surface reservoirs used to collect and treat stormwater runoff from impervious surfaces by allowing the pollutants to settle and filter out as the water percolates through vegetation and soil mediums before infiltrating into the ground below or being piped to its downstream destination. Rain Gardens can be used to help fulfill a site’s required landscaping area requirement and should be integrated into the overall site design. Numerous design variations of shape and planting scheme can be used to fit the character of a site. The reservoir basin shall infiltrate stormwater within 24 hours. All facility components and vegetation shall be inspected for proper operations and structural stability, at a minimum, quarterly for the first 2 years from the date of installation, 2 times per year thereafter, and within 48 hours after each major storm event. Training and/or Written Guidance information for operating and maintaining vegetated infiltration basins shall be provided to all property owners and tenants. A copy of the O & M Plan shall be provided to all property owners and tenants. Inspection Logs shall be kept by the facility owner demonstrating the following items have been inspected and are being maintained properly: • Access to Rain Gardens shall be safe and efficient. Obstacles preventing maintenance personnel and/or equipment access to the components of the facility shall be removed. • Debris and Litter shall be removed to prevent channelization, clogging, and interference with plant growth. Fallen leaves and debris from deciduous plant foliage shall be raked and removed. • Erosion Damage shall be identified and controlled when native soil is exposed or erosion channels are forming. • Grassed Rain Gardens shall be mowed to 4”-9” high and grass clippings shall be removed no less than 2 times per year. • Infiltrating Rain Gardens shall be excavated and cleaned, and gravel or soil shall be replaced to correct low infiltration rates. • Inlets shall be cleared when conveyance capacity is plugged to ensure unrestricted stormwater flow to the rain garden. • Mulch shall be replenished as needed to ensure healthy plant growth. • Nuisance and Prohibited Vegetation from the Eugene Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be removed and replaced. • Outlets shall be cleared when 50% of the conveyance capacity is plugged. • Overflows shall be cleared when 25% of the conveyance capacity is plugged. Stormwater Management Manual 4-20 Eugene 2014 • Rocks or Other Armoring shall be replaced when only one layer of rock exists above native soil. • Sedimentation build-up near or exceeding 2” in depth shall be hand-removed with minimum damage to vegetation using proper erosion control measures. Sediment shall be removed if it is more than 4 inches thick or so thick as to damage or kill vegetation. • Slopes shall be stabilized using appropriate measures when native soil is exposed. • Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils are exposed and within 3 months to maintain cover density. Spill Prevention Measures shall be exercised on site when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. Non-Chemical Pest Control measures shall be taken to prevent development of insects, mosquitoes, and rodents. Stormwater Management Manual 4-23 Eugene 2014 4.5.9 Stormwater Planter O & M Plan Stormwater Planters are infiltration and filtration stormwater facilities that can provide flood control, flow control and stormwater quality benefits. Stormwater Planters are walled vegetated surface reservoirs used to collect and treat stormwater runoff from impervious surfaces by allowing pollutants to settle and filter out as the water percolates through the vegetation and soil mediums before infiltrating into the ground below or being piped to its downstream destination. Stormwater Planters can be used to help fulfill a site’s required landscaping area requirement and should be integrated into the overall site design. Numerous design variations of shape and planting scheme can be used to fit the character. All facility components and vegetation shall be inspected for proper operations and structural stability. These inspections shall occur, at a minimum, quarterly for the first 2 years from the date of installation, 2 times per year thereafter, and within 48 hours after each major storm event. Training and/or Written Guidance information for operating and maintaining Stormwater Planters shall be provided to all property owners and tenants. A copy of the O & M Plan shall be provided to all property owners and tenants. Inspection Logs shall be kept by the facility owner demonstrating the following items have been inspected and are being maintained properly: • Access to Stormwater Planters shall be safe and efficient. Obstacles preventing maintenance personnel and/or equipment access to the components of the facility shall be removed. • Debris and Litter shall be removed to prevent channelization, clogging, and interference with plant growth. Fallen leaves and debris from deciduous plant foliage shall be raked and removed. • Erosion Damage shall be identified and controlled when native soil is exposed or erosion channels are forming. • Filter Media consisting of sand and/or topsoil shall be tested to ensure stormwater percolates through the planter. Remove and replace sand and/or topsoil to correct percolation deficiencies. • Infiltrating Stormwater Planters shall be excavated and cleaned, and gravel or soil shall be replaced to correct low infiltration rates. Water should drain through the planter within 3-4 hours after a storm event. • Inlets shall be cleared when conveyance capacity is plugged to ensure unrestricted stormwater flow to the rain garden. • Mulch shall be replenished as needed to ensure healthy plant growth. • Nuisance and Prohibited Vegetation from the Eugene Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive Stormwater Management Manual 4-24 Eugene 2014 vegetation contributing up to 25% of vegetation of all species shall be removed and replaced. • Outlets shall be cleared when 50% of the conveyance capacity is plugged. • Piping shall be cleared of sediment and debris to maintain conveyance capacity. • Planter Walls shall be examined for deficiencies, such as rot, cracks, and failure, and repaired as needed. Holes that are not consistent with the design and allow water to flow directly through the planter to the ground shall be plugged. • Sedimentation build-up near or exceeding 2” in depth shall be hand-removed with minimum damage to vegetation using proper erosion control measures. Sediment shall be removed if it is more than 4 inches thick or so thick as to damage or kill vegetation. • Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils are exposed and within 3 months to maintain cover density. Spill Prevention Measures shall be exercised on site when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. Non-Chemical Pest Control measures shall be taken to prevent development of insects, mosquitoes, and rodents. STORMWATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE LOG Property Address: Inspection Date: Inspection Time: Inspected By: Type of Stormwater Management Facility: Location of Facility on Site (In relation to buildings or other permanent structures): Water levels and observations (ponded water, Oil sheen, smell, etc.): (Approximate Date/Time of Last Significant Rainfall): Sediment accumulation & areas of erosion. Record sediment removal/erosion repair: What is the current condition of vegetation? Record survival rates, invasive species present, number of dead plants, etc.) Record any replacement plants and type of vegetation management (mowing, weeding, etc.) What is the condition of physical properties such as inlets, outlets, piping, fences, and irrigation facilities? Record maintenance performed and replacement activities: Presence of insects or damage from animals. Record control activities: Identify safety hazards present. Record resolution activities: For assistance please call Public Works Maintenance at 541-682-4800. Notice of Operations and Maintenance Agreement Private Stormwater Management and Treatment System The undersigned owner(s), is hereby given notice that st rmwater runoff from the "Property" described below requires stormwater management facilities to be located, designed, and constructed in compliance with the City of Springfield's Engin rMgD tgn and Procedura Manua/. Said facilities shall be operated and maintained in accordance with the Operations and Maintenance Agreement (O&M Agreement) on file with the City of Springfield, Development and Public Works Department. BRFI Gateway LLC c/o Balboa (Property Owner/Developer) acknowledges and agrees to maintain private smrxnwMer treatment facilities listed in this document. The maintenance of the stomnwater facilities listed in this document is required As pan of the Development Agreement with the City of Springfield. This facility will be operated and maintained in accordance with the requirements stated in this document and in the latest edition of the City of Springfield Engineering Design Standardr and Procedures Manual. Chapter 3. The City reserves the right to enter and inspect any stomnwater facility located on the "Property" to ensure the facilities are operating AS designed Failure of the responsible party to inspect and maintain the facilities can result in an adverse impact to the public stormwater system and the quality of receiving waters. The requirement to operate and maintain the storrmsater treatment facilities in accordance with the approved site development agreement and the site O&M Agreement is binding an all current and futme owners of the property. The Agreement and its O&M Plan may be modified under written consent of new owners with written approval by and refiling with rhe City. The O&M Agreement and O&M Plan for facilities wnshucted pursuant to this notice are available At the Development and Public Works Department, 225 Fifth St, Springfield Oregon, or call (541)-736-3753, between the boors of 8 a.m, and 5 p. m., Monday through Friday. The Subject premises, is legally described as follows: (Tax los numbercanrwr be axed,; de..cribe rbeproperfv. Legal de5cripdom may Ire obra2nedjrom the counsy axsexor'r offs J. LEGAL DESCRIPTION: LOT 10 of the-Shoppes at Gateway" Subdivision Plat Springfield, Lane County, Oregon, June 15, 2022, Lane County Deeds and Records File No. 2022-027972 By signing below, the signer accepts and agrees to the terms and conditions contained in the Operations and Maintenance Plan and in any documents attached. This instrument is intended to be binding upon the parties hereto, thew heirs, successors, and assigns. In Witness whereof, the undersigned has executed this instrument on this ±TM day of Ju.0 E , 2011. Signature Print Name AD" L, t+11ilF-1L STATE 04 ="' County of l= "4�`s`a` j� This instrument as acknowledged before me on Sus.; i . Z02-4 by Gl}n..r, L. M s I le! , owmds) of the above described premises. L This instrument As acknowledged before ma: on by AS of , owneds) of the above described prem res. L—k.t.y�ww- :}..dv,.. L.oe.dyYn 3 V(o f Notary Public for4sarM Cc ."V vv ."V M Commission Expires wv, wok ora Lane County Clerk Lane County Deeds and Records 2024-016399 into,-w.,m m IIIIIII IIIIIII IIIIIIIIIIIIIIIIIIIIVIII III III E92.00 02115fi4s2o54001sa99ootool5 RETURN TC: CITY OFSPRINGRELD 0611 3/20 24 02:03:31 PM DEVELOPMENT& PUBLIC WORKS DEPT, RPRAGRE Cnt=2 P9s=1 Stn=15 CASHIER 04 22$ FIFTH ST. 55.00 $5.00 Mae 511.00 $51.00 SPRINGFIELD,OREGON 97477 Appendix 3A-1 Rev mmrr/ Page 1 of 1 EDSP Adopted December 03, 2012 Operations and Maintenance Agreement Private Stotmwater Management and Treatment System Land Development Application Number. 811-24-000105-TYPl-MDS Ownefs Name: BRFI Gateway LLC do Balboa Phone No.: (310)496-4130 Mailing Address: 1161 San Vicente Blvd. City Los Angeles State CA Zip 90049 Site Address: 3000 Gateway Street City Springfield State OR Zip 97477 Site Map and Tax lot No.: 17-03-22-00- 05300 (a arwrx document with oenmenwror tyaarmn ym.fcnrycmiummom rawm ome loco Type ofFacility(ies) Storminater Planter/Rain Garden Hybrid Requirements 1) Stonmvater Maaagem.nt Site Plan, (min. 8 la' x 1 P attached to this farm) showing the location of the facility(ies) in relation to building stretmes or other permanent monuments on the site, sources of mnoffentering the facility(ies), and where summoner will be discharged to after leaving the facility(ies). Landscape and vegetation should W clear on the Plan submitted or submit a seminar Landscape Plan document showing vegetation type, location, and quantity (landscape plan). These can be the same Plans submitted for development review. The storrnwater management fscility(ics) shown on the Site Plan are a required condition of development approval for the identified property. The owner of the Identified property is required to operate and maintain the facility(m) in accordance with the Facility Specific Operation and Maintenance Plan(s) (O&M Pistols)) attached to this form and an file with the City. The O&M Plan for the facility(its) will be available at the Development and Public Works Department 225 so Street, Springfield, Oregon between the hours of 8 a.m. and 5 p.m., Monday though Friday. 2) Financially responsible party(cimle one): Property Owner Homeowner Association Caber (describe) 3) Party(im) responsible for maintenance (only if never than owner). 4mM Daytime phone no. (—) - r7"ansfnZ" Emergency/after-hours coneact pbone no. Maintenance Contact Party(ies) Name & Business Address: 4) Maintenance practices and schedule for the sormwater fscility(ies) ate included in the Facility Specific O&M Plans) attached to this form and filed with the Development and Public Works Department, City of Springfield. The operation and maintenance practices are based on the version of the City of Eugends Stormwater Management Manual in effect at the date of development application, as modified by any pians attached to this document at the time of signing Application Date: .3 N/dC �r 7OL4 By signing below, Filer accepts and agrees to the terms and conditions contained in the Operations and Maintenance Planes) asM mumeot executed by Filer and recorded with it. Filer Signature: Print Name: cacao.++ i m I ALV% Appendix 3A-2 Rm0JW16 Page I of 1 EDSP Adopted December 03, 2012 CONTRIBUTING AREA MALL BUILDING KOHL'S FORMERSEARS STORMWATER DISCHARGED TO EXISTING ONSITE STORM DRAIN SYSTEM j Ct SITE LOCATION VICINITY MAP t N-3mm- 0 30' �AZZEm„ f' 1� ST- NORTH A L R SITE PLAN Scale : r'= 30' os�zvza SHOPPES AT GATEWAY -NORTH MALL RENOVATION 4.5.7 Rain Garden O & M Plan Rain Gardens are vegetated surface reservoirs used to collect and treat stormwater runoff from impervious surfaces by allowing the pollutants to settle and filter out as the water percolates through vegetation and soil mediums before infiltrating into the ground below or being piped to its downstream destination. Rain Gardens can be used to help fulfill a site's required landscaping area requirement and should be integrated into the overall site design. Numerous design variations of shape and planting scheme can be used to fit the character of a site. The reservoir basin shall infiltrate stormwater within 24 hours. All facility components and vegetation shall be inspected for proper operations and structural stability, at a minimum, quarterly for the first 2 years from the date of installation, 2 times per year thereafter, and within 48 hours after each major storm event Training and/or Written Guidance information for operating and maintaining vegetated infiltration basins shall be provided to all property owners and tenants. A copy of the 0 & M Plan shall be provided to all property owners and tenants. Inspection Logs shall be kept by the facility owner demonstrating the following items have been inspected and are being maintained properly: • Access to Rain Gardens shall be safe and efficient Obstacles preventing maintenance personnel and/or equipment access to the components of the facility shall be removed. • Debris and Litter shall be removed to prevent channelization, clogging, and interference with plant growth. Fallen leaves and debris from deciduous plant foliage shall be raked and removed. • Erosion Damage shall be identified and controlled when native soil is exposed or erosion channels are forming. • Grassed Rain Gardens shall be mowed to T'-9° high and grass clippings shall be removed no less than 2 times per year. • Infiltrating Rain Gardens shall be excavated and cleaned, and gravel or soil shall be replaced to correct low infiltration rates. • Inlets shall be cleared when conveyance capacity is plugged to ensure unrestricted stormwater Flow to the rain garden. • Mulch shall be replenished as needed to ensure healthy plant growth. • Nuisance and Prohibited Vegetation from the Eugene Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be removed and replaced. • Outlets shall be cleared when 50% of the conveyance capacity is plugged. • Overflows shall be cleared when 25% of the conveyance capacity is plugged. amnevater Management Manual 419 Eugene 2014 • Rocks or Other Armoring shall be replaced when only one layer of rock exists above native soil. • Sedimentation build-up near or exceeding 2" in depth shall be hand -removed with minimum damage to vegetation using proper erosion control measures. Sediment shall be removed if it is more than 4 inches thick or so thick as to damage or kill vegetation. • Slopes shall be stabilized using appropriate measures when native soil is exposed. • Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils are exposed and within 3 months to maintain cover density. Spill Prevention Measures shall be exercised on site when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. Non -Chemical Pest Control measures shall be taken to prevent development of insects, mosquitoes, and rodents. amnevater Management Manual 420 Eugene 2014 4.5.9 Stormwater Planter O & M Plan Stormwater Planters are infiltration and filtration stormwater facilities that can provide flood control, flow control and stormwater quality benefits. Stormwater Planters are walled vegetated surface reservoirs used to collect and treat stormwater runoff from impervious surfaces by allowing pollutants to settle and filter out as the water percolates through the vegetation and soil mediums before infiltrating into the ground below or being piped to its downstream destination. Stormwater Planters can be used to help fulfill a site's required landscaping area requirement and should be integrated into the overall site design. Numerous design variations of shape and planting scheme can be used to fit the character. All facility components and vegetation shall be inspected for proper operations and structural stability. These inspections shall occur, at a minimum, quarterly for the first 2 years from the date of installation, 2 times per year thereafter, and within 48 hours after each major storm event Training and/or Written Guidance information for operating and maintaining Stormwater Planters shall be provided to all property owners and tenants. A copy of the 0 & M Plan shall be provided to all property owners and tenants. Inspection Logs shall be kept by the facility owner demonstrating the following items have been inspected and are being maintained properly: • Access to Stormwater Planters shall be safe and efficient Obstacles preventing maintenance personnel and/or equipment access to the components of the facility shall be removed. • Debris and Litter shall be removed to prevent channelization, clogging, and interference with plant growth. Fallen leaves and debris from deciduous plant foliage shall be raked and removed. • Erosion Damage shall be identified and controlled when native soil is exposed or erosion channels are forming. • Filter Media consisting of sand and/or topsoil shall be tested to ensure stormwater percolates through the planter. Remove and replace sand and/or topsoil to correct percolation deficiencies. • Infiltrating Stormwater Planters shall be excavated and cleaned, and gravel or soil shall be replaced to correct low infiltration rates. Water should drain through the planter within 3-4 hours after a storm event • Inlets shall be cleared when conveyance capacity is plugged to ensure unrestricted stormwater flow to the rain garden. • Mulch shall be replenished as needed to ensure healthy plant growth. • Nuisance and Prohibited Vegetation from the Eugene Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive Stormwater Management Manual 423 Eugene 2014 vegetation contributing up to 25% of vegetation of all species shall be removed and replaced. • Outlets shall be cleared when 50% of the conveyance capacity is plugged. • Piping shall be cleared of sediment and debris to maintain conveyance capacity. • Planter Walls shall be examined for deficiencies, such as rot cracks, and failure, and repaired as needed. Holes that are not consistent with the design and allow water to Flow directly through the planter to the ground shall be plugged. • Sedimentation build-up near or exceeding 2" in depth shall be hand -removed with minimum damage to vegetation using proper erosion control measures. Sediment shall be removed if it is more than 4 inches thick or so thick as to damage or kill vegetation. • Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils are exposed and within 3 months to maintain cover density. Spill Prevention Measures shall be exercised on site when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. Non -Chemical Pest Control measures shall be taken to prevent development of insects, mosquitoes, and rodents. Starnmater Management Manual 424 Eugene 2014 STORMWATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE LOG property Address: Inspection Date: Inspection Time: Inspected By: Type of Stormwater Managvnmt Facility: Location of Facility on Site (Fn relation to buildings or other permanent structures): Water levels and observations (ponded water, Oil sheen, smell, etc): (Approximate Date/Time of Last Significant Randall): Sediment acro dation & areas of erosion. Recmd sediment rernova]/erosion repair: What is the current condition of vegetation? Record survival rates, invasive species present, number of dead plants, etc) Record any replawnumt plants and type of vegetation managernent(mownng, weeding, etc.) What is the condition of physical properties such as inlets, outlets, piping, fences, and nrtngation facilities? Reemd maintenance performed and replacement activities: presence of insects or damage Loom animals. Record control activities: Identify safety hazards present Record resolution activities: For assistance please call Public Works Maintenance at 541-682-4800.