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HomeMy WebLinkAboutPlans Applicant 10/13/2023EC CARES MODULAR PERMIT SET 2023-07-28 ARCHITECT CIVILENGINEER ELECTRICAL ENGINEER MODULAR COMPANY ROWELL BROKAW ARCHITECTS KPFF KCLENGINEERING MODERN BUILDING SYSTEMS 1203 WILLAMETTE, SUITE 210 800 WILLAMETTE STREET, SU 400 296 E STH AVE, SU 501 9493 PORTER RD BE EUGENE OR, 97401 EUGENE OR, 97401 EUGENE, OR 97401 AUMSVILLE, OR 97325 541-485-1003 541-684-4909 503.212-4612 503.749-4949 CONTACTS: CONTACTS: g ! LORRI NELSON ANNA BACKUS lorrigrowellbrokaw.com Anna. Backusgkpll.com r`s Qmnw sreeer TRANSIT - SPRINGFIELD STATION IVIN710111vaLTA /G1N ZONING MAP / ADJACENT LAND USE NTS ALTERNATES CONTACT: SITYLA KEAYS-GOODMAN skgoodmangkd engi neering. corn PROJECT DESCRIPTION - NARRATIVE THE PROJECT INCLUDES SITE AND SITE UTILITIES PREPARATION FOR THE INSTALLATION OF A NEW MODULAR CLASSROOM BUILDING BY OTHERS. IT ALSO INCLUDES CONSTRUCTION OF NEW RAMPS/STAIRS AND PLAYGROUND AREA. COVERED PLAY SHELTER IS INCLUDED AS ALT. #1. EC CARES (EARLY CHILDHOOD CARES) UNIVERSITY OF OREGON, COLLEGE OF EDUCATION, WILL OCCUPY THE BUILDING. 3 PARKING SPACES ARE INCLUDED. BUS AND PARENT DROP-OFF TO OCCUR AT THE STREET CURB. THE NEW MODULAR WILL CONSIST OF TWO CLASSROOMS, TWO OFFICES, STORAGE. PREP KITCHEN FOR WARMING SNACKS AND RESTROOMS. THE MODULAR WILL NOT INCLUDE A SPRINKLER SYSTEM. THE MODULAR INCLUDES A STAND ALONE MANUAL FIRE ALARM SYSTEM. 3 PARKING SPACES ARE PROPOSED ON SITE INCLUDING ONE ADA SPACE BIKE PARKING (4) STAFF / CLASSROOM = TOTAL OF 8 STAFF (2) RACKS OR (4) SPACES PROVIDED - (1) RACK LONG TERM / (1) RACK SHORT TERM ALT #1 COVERED PLAY STRUCTURE: PROVIDE FOUNDATIONS/SLAB, RUBBER SURFACING AND COVERED PLAY S T E H WN IN BID DOCUMENTS. BASE BID ITEM: PLAYGROUND CHIPS IN AREA NOTED FOR ALT #1. ®' ALT #2 ADDED MOW BAND: PROVIDE MOW BAND AS SHOWN IN DOCUMENTS FOR AREA NOTED IN ALT #2. BASE BID ITEM: PROVIDE SEEDED LAWN AN A H PS IN AREA NOTED FOR ALT #2. ALT #3 FENCE AND GATE SPECIFICATION: PROVIDE CHAIN LINK FENCE/GATES VIA DELEGATED DESIGN IN LIEU OF AMERISTAR FENCE/GATES VIA DELEGATED DESIGN. BASE BID ITEM: PROVIDE AMERISTAR FENCE/GATES VIA DELEGATED DESIGN. I CONTACT: DOUG SMITH dmith@modembuildingsystems.com DRAWING INDEX C-01 COVER SHEET CENTENNIAL EQUAL C-1.0 CIVIL NOTES BLVD DWAY C-1.2 EXISTING CONDITIONS& DEMOLITION PLAN C-2.0 HORIZONTAL CONTROL PLAN C-3.0 GRADING & DRAINAGE PLAN C-3.1 GRADING & DRAINAGE PLAN ENLARGEMENT C-4.0 UTILITY PLAN C-5.0 r_ C-5.1 CIVIL DETAILS C-5.2 CIVIL DETAILS C-5.3 CIVIL DETAILS to CIVIL DETAILS C-5.5 CIVIL DETAILS C-5.6 rn CJ CONTROL JONT EC -1.0 LDAP COVER SHEET EC -1.1 LDAP PLAN NOTES EC -2.0 JST EC -3.0 LDAP DETAILS vF MANUFACTURER L -1A SITE PLAN L-1.1 SITE PLAN - DETAIL REFERENCES HEALTHY WY SITE DETAILS L-2.1 SITE DETAILS L-3.0 PLANTING PLAN - PLANT LIST OFCI OWMER FURNISHED A-111 COVERED PLAY -PLANS&SECTION F- COVERED PLAY - DETAILS DEPR DEPRESSION E-000 ELECTRICAL GENERAL NOTES & SYMBOLS E-001 e E-002 ELECTRICAL GENERAL NOTES & SYMBOLS E-100 ELECTRICAL SITE PLAN PUE ST ELECTRICAL & TELECOM/FIRE ALARM FLOOR PLAN E-200 = E-201 TELECOMMUNICATIONS DETAILS E-202 ELECTRICAL GROUNDING RISER P-000 PLUM BING GENERAL NOTES & SYM BOLS P-100 PLUMBING SITE PLAN ii to S PROJECT SITE ST rG ZONING MAP / ADJACENT LAND USE NTS ALTERNATES CONTACT: SITYLA KEAYS-GOODMAN skgoodmangkd engi neering. corn PROJECT DESCRIPTION - NARRATIVE THE PROJECT INCLUDES SITE AND SITE UTILITIES PREPARATION FOR THE INSTALLATION OF A NEW MODULAR CLASSROOM BUILDING BY OTHERS. IT ALSO INCLUDES CONSTRUCTION OF NEW RAMPS/STAIRS AND PLAYGROUND AREA. COVERED PLAY SHELTER IS INCLUDED AS ALT. #1. EC CARES (EARLY CHILDHOOD CARES) UNIVERSITY OF OREGON, COLLEGE OF EDUCATION, WILL OCCUPY THE BUILDING. 3 PARKING SPACES ARE INCLUDED. BUS AND PARENT DROP-OFF TO OCCUR AT THE STREET CURB. THE NEW MODULAR WILL CONSIST OF TWO CLASSROOMS, TWO OFFICES, STORAGE. PREP KITCHEN FOR WARMING SNACKS AND RESTROOMS. THE MODULAR WILL NOT INCLUDE A SPRINKLER SYSTEM. THE MODULAR INCLUDES A STAND ALONE MANUAL FIRE ALARM SYSTEM. 3 PARKING SPACES ARE PROPOSED ON SITE INCLUDING ONE ADA SPACE BIKE PARKING (4) STAFF / CLASSROOM = TOTAL OF 8 STAFF (2) RACKS OR (4) SPACES PROVIDED - (1) RACK LONG TERM / (1) RACK SHORT TERM ALT #1 COVERED PLAY STRUCTURE: PROVIDE FOUNDATIONS/SLAB, RUBBER SURFACING AND COVERED PLAY S T E H WN IN BID DOCUMENTS. BASE BID ITEM: PLAYGROUND CHIPS IN AREA NOTED FOR ALT #1. ®' ALT #2 ADDED MOW BAND: PROVIDE MOW BAND AS SHOWN IN DOCUMENTS FOR AREA NOTED IN ALT #2. BASE BID ITEM: PROVIDE SEEDED LAWN AN A H PS IN AREA NOTED FOR ALT #2. ALT #3 FENCE AND GATE SPECIFICATION: PROVIDE CHAIN LINK FENCE/GATES VIA DELEGATED DESIGN IN LIEU OF AMERISTAR FENCE/GATES VIA DELEGATED DESIGN. BASE BID ITEM: PROVIDE AMERISTAR FENCE/GATES VIA DELEGATED DESIGN. I CONTACT: DOUG SMITH dmith@modembuildingsystems.com DRAWING INDEX C-01 COVER SHEET EO EQUAL C-1.0 CIVIL NOTES C-1.1 CIVIL NOTES C-1.2 EXISTING CONDITIONS& DEMOLITION PLAN C-2.0 HORIZONTAL CONTROL PLAN C-3.0 GRADING & DRAINAGE PLAN C-3.1 GRADING & DRAINAGE PLAN ENLARGEMENT C-4.0 UTILITY PLAN C-5.0 CIVIL DETAILS C-5.1 CIVIL DETAILS C-5.2 CIVIL DETAILS C-5.3 CIVIL DETAILS C-5.4 CIVIL DETAILS C-5.5 CIVIL DETAILS C-5.6 CIVIL DETAILS CJ CONTROL JONT EC -1.0 LDAP COVER SHEET EC -1.1 LDAP PLAN NOTES EC -2.0 LDAP PLAN EC -3.0 LDAP DETAILS MFR. MANUFACTURER L -1A SITE PLAN L-1.1 SITE PLAN - DETAIL REFERENCES L-2.0 SITE DETAILS L-2.1 SITE DETAILS L-3.0 PLANTING PLAN - PLANT LIST OFCI OWMER FURNISHED A-111 COVERED PLAY -PLANS&SECTION A-112 COVERED PLAY - DETAILS DEPR DEPRESSION E-000 ELECTRICAL GENERAL NOTES & SYMBOLS E-001 ELECTRICAL GENERAL NOTES & SYMBOLS E-002 ELECTRICAL GENERAL NOTES & SYMBOLS E-100 ELECTRICAL SITE PLAN E-101 ELECTRICAL & TELECOM/FIRE ALARM FLOOR PLAN E-200 ELECTRICAL ONE -LINE DIAGRAM E-201 TELECOMMUNICATIONS DETAILS E-202 ELECTRICAL GROUNDING RISER P-000 PLUM BING GENERAL NOTES & SYM BOLS P-100 PLUMBING SITE PLAN ii ARCHITECTURAL ABBREVIATIONS PT/P.T. PRESSURE TREATED R.O. ROUGH OPENING SIM SIMILAR SHT SHEET SWS SHEAR WALL SCHEDULE STL STEEL TBD TO BE DETERMINED TK TIGHT KNOW TOC TOP OF CONCRETE TOF TOP OF FOOTING TOS TOP OF SLAB T&G TONGUE&GROOVE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VB VAPOR BARRIER V.I.F. VERIFY IN FIELD WH WATER HEATER W/ WHEN WRB WEATHER RESISTANT BARRIER ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP � RI�TOPIiE4 D. ANC KO �� y s dy EUGENE, �REUON (� 6003 OF G REVISIONS TO THIS SHEET REV. DATE ASI -01 202303-07 SET ISSUE DATE EO EQUAL SPR/DISCRETIONARY USE AT FD FLOOR DRAIN AFF ABOVE FNISH FLOOR FF FNISH FLOOR BUN BELOW FIFE FNISH FLOOR ELEVATION BOG BOTTOM OF SLAB FUR FLOOR BOTT BOTTOM HT HEIGHT BTM BOTTOM LLV LONG LEG VERTICAL BRG BEARING MATL MATERIAL CJ CONTROL JONT MAX. MAXIMUM CL CENTER LINE MECH. MECHANICAL COL COLUMN MFR. MANUFACTURER COW CONCRETE M. MNMUM D DRAWER N.I.C. NOT IN CONTRACT DIA. DIAMETER OFCI OWMER FURNISHED DBL. DOUBLE CONTRACTOR INSTALLED DEPR DEPRESSION OFOI OWMER FURNISHED DS DOWNSPOUT OWMER INSTALLED DW DISHWASHER PTD PANTED DWG DRAWING PLYWD PLYWOOD PT/P.T. PRESSURE TREATED R.O. ROUGH OPENING SIM SIMILAR SHT SHEET SWS SHEAR WALL SCHEDULE STL STEEL TBD TO BE DETERMINED TK TIGHT KNOW TOC TOP OF CONCRETE TOF TOP OF FOOTING TOS TOP OF SLAB T&G TONGUE&GROOVE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VB VAPOR BARRIER V.I.F. VERIFY IN FIELD WH WATER HEATER W/ WHEN WRB WEATHER RESISTANT BARRIER ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP � RI�TOPIiE4 D. ANC KO �� y s dy EUGENE, �REUON (� 6003 OF G REVISIONS TO THIS SHEET REV. DATE ASI -01 202303-07 SET ISSUE DATE PERMIT SET 2023.07-28 SPR/DISCRETIONARY USE 2023.03.21 SUBMITTAL PROJECT TRACKING RBA #: 2234 P.I.C: Chris AndrejkO PM / PA: Lorri Nelson Nrs,,t Ne, e EC CARES Springfield Map & Tu Lot # 17-03 36-12-06700/06800 Project Address G Street Springfield, OR COVER SHEET G-01 0 EC CARES SPRINGFIELD 100% CD SET ABBREVIATIONS SEPARATION STATEMENT AC ASPHALT CONCRETE AD AREA DRAIN BLDG BUILDING BOW BACK OF WALK BS BOTTOM OF STAIR BW BOTTOM OF WALL CB CATCH BASIN CL CENTERLINE CO CLEANOUT COTG CLEANOUT TO GRADE CP CONTROL POINT D/W DRIVEWAY E EASTING EXIST./EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE FND FOUNDATION G GUTTER GB GRADE BREAK GL GAS LINE GV GATE VALVE HCP HANDICAP PARKING SPACE IE INVERT ELEVATION INV INVERT MH MANHOLE MIN MINIMUM N NORTHING OF OUTFALL OVH/OH OVERHEAD P/L PROPERTY LINE PED PEDESTRIAN PM PARKING METER P.U.E PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT PRIVATE R RIM RD ROOF DRAIN ROW RIGHT-OF-WAY S SLOPE (FT/FT) SD STORM DRAIN SDMH STORM DRAIN MANHOLE SHT SHEET SS SANITARYSEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD Sm SIDEWALK TC TOP OF CURB TG TOPOFGROUND TP TOP OF PAVEMENT TRANS. TRANSFORMER TS TOP OF STAIR TW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE W WATER WM WATER METER ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Call before you dig. or 800-332-2344 CIVIL SHEET INDEX Sheet Number Sheet Title C1.0 CIVIL NOTES C1.1 CIVIL NOTES C1.2 EXISTING CONDITIONS & DEMOLITION PLAN C2.0 HORIZONTAL CONTROL PLAN C3.0 GRADING & DRAINAGE PLAN C3.1 GRADING & DRAINAGE PLAN ENLARGEMENT C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS C5.5 CIVIL DETAILS C5.6 CIVIL DETAILS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I E° PN RO EF- S �1> Q' 88168 9 ! DIGITALLY SIGNED 2023.0].20 ie:x:aa-oroo OREGON IF y9��TTRELEgP` IXNI ATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL NOTES C100 0 F GENERAL NOTES 1. SURVEY PROVIDED BY BRANCH ENGINEERING, DATED 10/25/2022. ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN OLN OCT. 10, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88). 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED- DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 7. CONTRACTOR TO REFERENCE INFILTRATION REPORT BY BRANCH ENGINEERING DATED 11/28/2022 FOR THE SITE SOILS CONDITIONS. 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 9. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 10. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 12. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 13. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF CITY OF SPRINGFIELD FOR MINIMUM EROSION CONTROL MEASURES, THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 15. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ADJACENT BUILDINGS AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. STORMWATER NOTES 1. PER THE STORMWATER OPERATIONS AND MAINTENANCE PLAN, THE OWNER HAS MAINTENANCE RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEM AND MUST BE DISTRIBUTED TO ALL PROPERTY OWNERS AND TENANTS OF THE SITE PURSUANT TO SDC 4.3-110.13. 2. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIONS OF SDC 4.3-110.6 AS WELL AS THE CITY'S MS4 STORMWATER PERMIT AND EDSPM, THE PROPOSED RAIN GARDENS MUST BE FULLY INSTALLED AND FULLY FUNCTIONING FOR STORMWATER MANAGEMENT MITIGATION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY THE CITY PRIOR TO BUILDING OCCUPANCY ISSUANCE. L- CONSTRUCTION NOTES GENERAL 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. DEMOLITION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. 5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, -WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT, THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE'WYE' BRANCH TYPE. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I PN fFFST��1' Q' 88168 9 DIGITALLY SIGNED MIL 7.28 185834-07'00' %11I EIV IXPIRATION DATE! 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map N Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL NOTES C1 N U w C L A. p :. •, :� .a a a• SET MAG NAIL SETMAG NAIL N 110426.10N 110421.91 E 203575.19203 � - '9 E 203741.59J`' LOT 10 0°y LOT '9. �4 - - (458) B�—N89-54'09iY 88.00 - -( N8954'09•W 64.00�A — ( ..(E) ^�1=i0f1 T(E)Dll1N = F14 MAT5¢'09'N 64.00 EXISTING FENC TO REMOVED 1 :I r' ':1:9jd' . D REPLACED.EXISTING SEWER PIPE (TYP.) I I I I 1 •32 ROW TO CL L 28' ROW TO CL' / 13 EXISTING SIDEWA TO REMAIN, UNO. a ,. ...all EXISTING FENCE TO EMAIN. 1�0 60' ROW WIDTH w TREE TO BE RELOCATED. \ a 24' CURB ' I I I ADD -01 i SEE LANDSCAPE PLANS. TO CURB EXISTING OVERHEAD lz $! k ELECTRIC LINE TO BE ' . m �I �w w REMOVED. SEE ELECTRICAL I ' •- 4 Iw olv PLANS. b _ WI MISTING FENCE TO BE RMOVED. I I b N EXISTING CONCRETE w - •'.a..� i o SIDEWALK TO BE, z i REMOVED AND a ,\ > pal 18I I ° REPLACED. '00 EXISTING CONCRETE . w z m^ SURFACING TO BE I EXISTING STOP SIGN AND I D REMOVED. I STREET SIGNS TO REMAIN.I u�,A. EXISTING CONCRETE I o Ia•' I SIDEWALK TO BE w EXISTING FIRE HYDRANT :. I SET MAG NAIL SPIKE REMOVED AND I I - -_ \ " •t ADD -01 I N 110270.39REPLACED. XISTING CONCRETE J E203666.69 i I I SIDEWALK TO BE 1 REMOVEDAND REPLACED. -589'5409-E 88.00 - -x-589 4'09 E 64.00- _ _ /. „ TREE TO BE - - - a, -- OCATED • .. SEE cT 64.00 - RFI LANDSCAPE )OH )G E)G E)G E) ) E)G )LU .. E)'.. E PLANS. ; )C. E)G�E)G "(E)G (E) E)W (E) ( VV E)p •(E V a (E)W (E) r � 1 -- --_ --(457) - - - __- _ O m � EXISTING WATER PIPE (TYP.) cp w EXISTING TREE TO BE REMOVED. w m uTa EXISTING STREET LIGHT EXISTING CONCRETE EXISTING CURB CUT TO BE REMOVED.(458) - - - - _ _ - - - - - - - - - f SURFACING TO BE CO 458) GSTREET IJ -- "----------- 4 - - rr REMOVED. ADD-01IL W cp.� `�' v EXISTING BIKE ROUTE 11 0 ® TREE TO BE RELOCATED. SEE l LANDSCAPE SCALE 1 INCH = 20 FEET 20 0 20 40 ROW E LL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy 1 E Peng 00. OOIeH Swte 80 0 Sal 68a.4902 F S 1.684 0909 'QED PNOfEss/o 8F9 y9! 88168 DIGITALLY SIGNED 2023.08.23 09:21:34-07'00' OREGON r�yq X47 zo,1m" P`��5 �1/TTRELLO EXFIMTION DATE 7L37Y1023 REVISIONS TO THIS SHEET REV. DATE ADD -01 2023-08-23 SETISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot N 17-03-35-12-06800 Project Addmss XXX 8TH Street Springfield, OR EXISTING CONDITIONS & DEMOLITION PLAN C1.2 C L SEE ARCHITECTURAL PLANS. N 110397.85 E 203655.26 2.4' - I N 2.3' 48' _- -_-J', R10' R10 8'5'x. , R12'1.:... PROPOSED MODULAR BUILDING - --- N 110275.60 E 203691.56 , 1 - N1 10262.62 E 203669.20 FULL CURB HEIGHT TO REMAIN ADJACENT TO NEW CONCRETE PAD, UNO (TYP.) SITE PLAN - BASE BID SCALE: 1"=20' COVERED PLAY AR 110397.85 L liirl iCli•iOiiiRitli rie■rtlri®eiileiriii rtctlintla➢esieimiiine i�easialeiiiu iie`ea's �� ncei•ieKiaeiigii®i SCALE: 1"=20' AI TCDNIATC WR N 110340.77 - E 203739.34 IN ®0 N 110275.50 E 203739.23 6.5' 18 6' N 110395.31 E203780.51 I I N 11039SHEET NOTES 5.18 E 203803.89 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. FOLLOW CITY OF SPRINGFIELD STANDARDS FOR ADDITIONAL SIGNAGE AND STRIPING. 15' 1�7OX KEY NOTES I 1 7 N 110292.75 N 110270.57 - - - E 203787.76 = E 203745.22 N 110262.05 \f2) E 203720.63 �J G STREET IM N 110270.50 E 203785.23 N 110262.41 E 203773.20 • � I 2 ti I N 110332.72 • E 203805.01 1 N 110338.63 E 203819.80 11 V' N 110304.63 E203819.55 N 110310.72 5' TY . E 203804.87 I # DESCRIPTION 1 WHEEL STOP 2 STANDARD CURB 3 ADA PARKING STALLS AND STRIPING 4 THICKENED CONCRETE EDGE 5 "NO PARKING"ZONE STRIPING 6 4" WIDE WHITE STRIPE 7 ADA PARKING SIGN 8 CURBRAMP 9 TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS. I INSTALL SUB WELLHEAD PROTECTION AREA AT TRASH 10 ENCLOSURE. PURCHASE SIGN FROM SPRINGFIELD UTILITY BOARD (SUB). CONTACT AMY CHINITZ 541-7443745 FOR SIGN PURCHASE INFORMATION. INSTALL SETBACK SIDEWALK COMMERCIAL DRIVEAY 11 APRON PER CITY OF SPRINGFIELD STANDARD DRAWING 3-24 BASE COURSE PAD TO BE 4" MINIMUM THICKNESS AND 12 COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER BUILDING MANUFACTURER. TOP OF PAD ELEVATION TO SI -02 BE 456.12. 13 ACCESS AISLE NO PARKING SIGN I SHEET LEGEND - PROPERTY LINE SAWCUT ---------------------- GRADE BREAK CONCRETE SIDEWALK DETAIL REF. 3/05.3 1/05.3 2/C5.3 4/C5.0 2/C5.3 2/C5.3 4/C5.3 4105.0 ROW E LL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. E�ene OR M01 1q)ff R -5 -11I - X10 �N FF9 y9! 88168 DIGITALLY SIGNED 2023.10.10 103319-0700' OREGON 9�yq �4Y 10, 10�� `'%�S �117TREO I E%PIMTION OATS 7L37Y1023 REVISIONS TO THIS SHEET REV. DATE ASI -01 2023-08-07 ADD -01 2023-08-23 ADD -06 2023-09-08 ASI -02 2023-10-09 PROVIDE YELLOW PAINT ON EXISTING CURB VEHICULAR CONCRETE SETISSUE DATE 5.0 100% CD SET 2023-07-28 . ASPHALT 3 5.0 SOAKAGE TRENCH 3 5. PROJECT TRACKING RBA #: 2234 WOODCHIPS, SEE LANDSCAPE PLANS. PE/DP RR PM / PA: AB RAIN GARDEN 2 5, Project Name EC CARES FILTERSTRIP s. Springfield Map 8 Tax Lot # 17-03-35-12-06800 ELECTRICAL EASEMENT Pmlect Atltlreee XXX 8TH Street Springfield, OR HORIZONTAL CONTROLPLAN SCALE 1 INCH = 20 FEET e O 20 0 20 40 0 U U W Q 458.67 TP 458.66 TI 1 I 458.41 TP 1 1 458.40 TP 458.43 TP -I, I I I I I I AnD-06 III I 458.48 TP � 1111 SO AD -1 1 RIM=458.06 / 458.23 TP I ---- N, 458.39 TP � N, 458.45 TP . T� 458.44 I� I 457 85 T T 457.60 TP 458.36 TP I 457.82 TP aR 58.30 TP 458.28 TP / 457.61 TPI 1.2 i {58.25 TP I / 457.58 TP 4 458.27 TP 457.77 TP 458.29 TP 12% 458.44 TP I \II BOTTOM OF RAIN GARDEN 455.81 FG _ TOP OF RAIN_ GARDEN II 456.23 FG I 457.97 TP t 457.56 TP 458.46 TP 458.35 TP 457 83 TP 458 26 T: ©J: . PROP D 0 DvLAR 06 BLI 01 © DING 0 00 00 00 FF=459 .45 ' L 457.97 TP 457.65 TP 458.42 TP ✓�8 (458.4±) (457.6±) ti 1 I AI ��, � 9 V - \------ ::•456 ...... (457.8±) 5�) (457.8±) (458.0±) _ (457.8±) ____ (457.87±) _) -- (457.9±) (4577 9 457.8± (457.6±) (457.7±) - - (457.1±) - - - - - - - - - (457.7±) (457.8±) (457.1±) (457.8±) L (457.3±) TO 457.07 TP (457.5±) TC (457.8±) (457.3±) TC (457.4±) TC (457.5±) TC (457.5±) TC (457.0±) TP - (457.1±) TP - G STREET 0 I� SITE PLAN - BASE BID SCALE: 1"=20' - 458.53 TP 458.31 TP �,50 TP - 458.67 TP 458151 TPI 458.45 TP 458.29 TP I, 458.40 TP h 1 I I i � 1 �// \\' RI =45 / � RIM=458.06 \DING PLAN - ALTERNATE SCALE: 1"=20' (457.4±) (458.1±)I (458.2±) SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION, 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). O KEY NOTES # DESCRIPTION DETAIL REF. 1 RAMP 1/135.2 2 STAIRS. INSTALL EQUALLY SIZED RISERS. NUMBER OF 6/135.0 RISERS AS NOTED. GRADING LABEL LEGEND CALLOUT DESCRIPTION (X.X%] SLOPE ORIENTATION INDICATING DIRECTION OF ADD -04 MAXIMUM GRADE (DOWNHILL) 459.43 TP SPOT ELEVATION 459.43 TP DESCRIPTION LISTED BELOW. 458.14 BW NO DESCRIPTION MEANS TP OR FG l XX.XX XX BR BOTTOM OF RAMP BS BOTTOM OF STEP BW BOTTOM OF WALL FF FINISHED FLOOR FG FINISHED GRADE RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT TR TOP OF RAMP TS TOP OF STEP TW TOP OF WALL (XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND DRAINAGE FLOW DIRECTION SAWCUT ---------------------- GRADE BREAK 49 EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) _ 50 CONTOUR MAJOR (FG) SD wu SOAKAGE TRENCH SCALE: 1"=5' ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy 4 40 1CPff 09 ,��,RED PROfEss C�\S��o t N FFj-Ny9! 88168 DIGITALLY SIGNED 2023. 9,08 10:48:34"OT00' OREGON yqy 4,4y 2U l9`� `FSS N/6TlRELL * REVISIONS TO THIS SHEET REV. DATE ADD -01 2023-08-23 ADD -04 ________ RAIN GARDEN 5.1 459.43 TP I 459.43 TP 458.14 BW 15.3' 459.39 TR/TW 1 458.13 TP 458.39 TR/TC 459.39 458.15 BW 135.2 -..- I- - -..-..- -..-..-..-.. -458.16 FG ae o 0 458.20 TP 458.33 TP I ` 459.33 TS 459.33 TS 73% 1.5% 1.6% 1 459.33 TR/TW 458.15 TP 458.25 TP� 458.33 BS .E 458.33 BS 458.31 BW 1 458.08 TP IIIL... vv v vv 2 (2) STEPS 7vvvvvvvv v v v vvvvvvvvv,�%17 7,; IV vvvvvvv VV _vpvvvvvvvvv 458.26-�vvvvv vvvvvvvvvvvvvvvvv v 458.25 TP v vl v v v J ) // SCALE: 1"=5' ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy 4 40 1CPff 09 ,��,RED PROfEss C�\S��o t N FFj-Ny9! 88168 DIGITALLY SIGNED 2023. 9,08 10:48:34"OT00' OREGON yqy 4,4y 2U l9`� `FSS N/6TlRELL * REVISIONS TO THIS SHEET REV. DATE ADD -01 2023-08-23 ADD -04 2023-09-08 SETISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Pmlect Addmss XXX 8TH Street Springfield, OR GRADING & DRAINAGE PLAN SCALE 1 INCH = 20 FEET C 3 ■ 0 20 0 20 40 - 458.09 TP 458.03 TP 458.13 TP I 6468.22 TP 458.08 TP �I 458.25 TRITC 1 457.77 BR 458.30 TC I I 457.83 SR 458.39 TC I I �I I I 458.16 FG -11.17' 1.6% TP 458.07 TC 457.57 TP 1.0% 'J 458.16 TRITC - 457.66 TP e 457.71 BRITP m 1.0% 458.39 TRITC 458.33 TP i 5I-!:Abil- 7 V V V V ,V V l(.]I 1 GRADING DETAIL \ n SCALE: V=5' / I 458.31 TP 458.31 TP / 458.36 TP Ir 458.36 TP +, 458.36 TP D 458.41 TP Cutm Cut 2 GRADINC a SCALE: V=5' Iv v v I o L r, 135' 457.77 BR/TP 458.33 TR/TC 457.83 TP 458.34 TC 457.84 TP 7_q SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). OX KEY NOTES # DESCRIPTION DETAIL REF. 1 RAMP 1/05.2 I STAIRS. INSTALL EQUALLY SIZED RISERS. NUMBER OF 6/C5.0 f,q 2 RISERS AS NOTED. GRADING LABEL LEGEND .88 TP I I 1.2% J \ 457.98 TP JI I I I 458.57 TC 458.07 TP 458.62 TC - 1 458.12 TP \ 458.64 TC 458.14 TP • 0.6% - 458.42 TP 5.0' - 7.5% � 1' 458.64 TR/IW L 458.30 BW 459.37 TR/TW 458.28 BW DETAIL 459.43 TP � II \ I \ I 1,(2) STEPS C2 458.50 BS . 1 459.21 TR/FW I 459.33 TS 459.39 I 91r1 VA 458.50 BS 459.33 TS 1't 459.43 TP 458.14 BW ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I CALLOUT DESCRIPTION .X[X %l SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION \S,�EttEo PN%'P DESCRIPTION LISTED BELOW. Q�� 4•� 8816 NO DESCRIPTION MEANS TP OR FG DIGITALLY SIGNED 2023.07.28 XX XX XX 16:35:0407'00' OREGON BR BOTTOM OF RAMP 'y �4Y 71 105 ��h 458.76 TC BS BOTTOM OF STEP 6,D 4 458.26 TP BW BOTTOM OF WALL �'/1TRE10 FF FINISHED FLOOR FG FINISHED GRADE r EXPIRATION DATE: 12/31/2023 RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT TR TOP OF RAMP REVISIONS TO THIS SHEET - - - TS TOP OF STEP REV. DATE TW TOP OF WALL 458.83 TC EXISTING GRADE - 458.33 TP - f (�.X!) (MATCH WHERE APPLICABLE) SHEET LEGEND �-� DRAINAGE FLOW DIRECTION SAWCUT GRADE BREAK • - - - - - 49 - - - - - EX. CONTOUR MINOR SET ISSUE DATE 458.88 TC 50 - - - - - EX. CONTOUR MAJOR 458.38 TP 49 CONTOUR MINOR (FG) 100% CD SET 2023-07-28 50 CONTOUR MAJOR (FG) SOAKAGE TRENCH PROJECT TRACKING RAIN GARDEN r2 RBA #: 2234 cs. PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR GRADING & DRAINAGE PLAN ENLARGEMENT SCALE 1 INCH = 5 FEET C3. /�Jr ■ 5 0 5 10 ADD -06 roou■ I ICI■■■■\■■■■■■■■■■■■■■■ 10010011 - � 1 1 CONNA IE 4"54.55 1 I EMI SDCC_1' DCO-11 IE 6" IN=456.12 (W) IE 6" IN�56.12 (N) � o IE 6' OUT=456.12 (S) 0 3 n rn o 53 LF-6"P_ERF.SD_ =0 74LF-6"SD 7 S.00% SDC O5.02 SO STRUCTURED �t■�uuuv.�covw��.n■� 1 EASTING S CONN -1 ST 11 203719.38 Eugmq O0. 9J001 IE 6"=458 I 3/C 5.2 r 541.684.4909 203681.47 IE 4"S S 110350.83 11 IE6"=455.08 110332.76 203745.83 - - -.. -.. -..- 203736.39 SD CO -2 110354.94 I��' I/ ■■■■■■■■■■■■■■■■■■■■� 1.■■■■■■■■■■■■■■■■■■■■■ 110298.92 SD BWV-1 B SD CO -4 110298.93 SD LD -1 SO CO -5 D,;p ;::::: :on IE 6" IN=454.04 (S) 110369.71 - RIM=458.18 110394.32 203710.51 S=1.000/. E 6" N=456.34 IE 6" OUT=SO (N) SD STUB -1 IE 6"OUT=455.51 (E) FD 4LF-6"Sp IE6"=454.09 N tai, a S=1.00% 5 LF - 6"SD to 4p PROPOSED MODULAR 0 S=1.00k J y BUILDING I TE 2 SO CO -4 oo FF=459.45 16 SO IE 6"=455.98 SOLD -2 I_ RIM -058.04 IE 6" OUT=454.74 (E) WSTUBJ_\-Zl w777 2" CO SD -3 SD 1 J E. :IE 6"D2_2 SD CO -2 IE 6"=455.08 E6"=455.08 I I VAI I - V -" - - I- UTILITY PLAN - ALTERNATE L SCALE: 1'=20' J 2 G STREET 15 LF - 6" PERF. SD S- 5 LF - 6"SD r 5=0.50% I L SED-1 "IN=45315(W)" OUT�53.15 (E) - - LI I/ SD OF -1 IE 6. IN=455.97 (W) SD OV -1 RIM=456.23 IE 6" OUT=453.21 (S) 6LF-6"SD S=1.08% SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FORALL UTILITIES PER DETAIL 1/C5.1. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3.INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL I 5/C5.3, I� 0 UTILITY KEY NOTES NOTE DESCRIPTION 1 CONNECT TO EXISTING 10" SEWER MAIN. POTHOLE TO VERIFY IE PRIOR TO CONSTRUCTION. SUB TO CONNECT TO EXISTING WATER MAIN AND }�0 {W 2 INSTALL METER WITH METER BOX. CONTRACTOR TO COORDINATE SCHEDULE AND LOCATION. $PC INSTALL 3"PIPEAS EMERGENCY OVERFLOW FOR RAIN ,yeti 3 P R ADD -06 CONNECT TO PERIMETER FOOTING DRAIN. INSTALL FD FOOTING DRAIN AROUND PERIMETER OF BUILDING PER DETAIL REF. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. STRUCTURED �t■�uuuv.�covw��.n■� 1 EASTING S CONN -1 600W`xmm Stre 's"rc"wo lqjff 203719.38 Eugmq O0. 9J001 1 ••� I 3/C 5.2 r 541.684.4909 203681.47 ww.xvnmm 110350.83 11 SO CB -1 110332.76 203745.83 SD CO -1 110354.83 203736.39 SD CO -2 110354.94 I��' I/ ■■■■■■■■■■■■■■■■■■■■� 1.■■■■■■■■■■■■■■■■■■■■■ 110298.92 203736.31 SD CO -4 110298.93 1 COI/I�Nunn SO CO -5 D,;p ;::::: :on SD CO -6 110369.71 r 0241404 _T 110394.32 203710.51 S=1.000/. E 6" N=456.34 203666.47 RAIN GARDEN SD CO -2 IE 6"=455.08 E6"=455.08 I I VAI I - V -" - - I- UTILITY PLAN - ALTERNATE L SCALE: 1'=20' J 2 G STREET 15 LF - 6" PERF. SD S- 5 LF - 6"SD r 5=0.50% I L SED-1 "IN=45315(W)" OUT�53.15 (E) - - LI I/ SD OF -1 IE 6. IN=455.97 (W) SD OV -1 RIM=456.23 IE 6" OUT=453.21 (S) 6LF-6"SD S=1.08% SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FORALL UTILITIES PER DETAIL 1/C5.1. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3.INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL I 5/C5.3, I� 0 UTILITY KEY NOTES NOTE DESCRIPTION 1 CONNECT TO EXISTING 10" SEWER MAIN. POTHOLE TO VERIFY IE PRIOR TO CONSTRUCTION. SUB TO CONNECT TO EXISTING WATER MAIN AND }�0 {W 2 INSTALL METER WITH METER BOX. CONTRACTOR TO COORDINATE SCHEDULE AND LOCATION. $PC INSTALL 3"PIPEAS EMERGENCY OVERFLOW FOR RAIN ,yeti 3 P R ADD -06 CONNECT TO PERIMETER FOOTING DRAIN. INSTALL FD FOOTING DRAIN AROUND PERIMETER OF BUILDING PER DETAIL REF. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. 3 19LF-3"Sp FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 3.1 5=1.00°h -45 NF1 SSD Iy t1E 457.77 RG RAIN GARDEN 2/C5.1 d S CONNECT TO WASTE LINE, SEE PLUMBING PLANS FOR ,REDNP SD CO -1 $ a -5 CONTINUATION. SIZE AS NOTED.V�S� P� r=453.15(W) CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING C IE 6"=453.90 a SD 8 IE 6"=453.90 y li 6'SD PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. z0za.as.os% -{ DIGRALLY SIGNED 11;07:22-0700' i IE 6"=453.90 e C 2 TRASH ENCLOSURE. SEE PLUMBING PLANS FOR �+ y TE SANITARY DRAIN CONTINUATION.CONNECT %W OREGON y m W PLANS FOR TO ONTINUATION. SIZE AS NOTED.COLD WATER SYSTEM. SEE UMBING yy9�UjlREl�OP`�J �SO CB -1 24 LF-4'PERF. SO ~ RIM=457.57 S=0.00% UTILITY LABEL LEGEND IF EXPIMTIONDATE: 12/31/2023 IE 6' OUT=456.41 (N) STRUCTURE LABEL -2LF-6"SD S=2.00% UTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIRE REVISIONS TO THIS SHEET PROTECTION) 7LF - 2"W STRUCTURE TYPE CALLOUT REV. DATE I XX XX -XX ID NUMBER (WHERE APPLICABLE) ADD -04 2023-09-08 74 W RP -1 I RIM= IE IN=XX.X �� STRUCTURE INFO (WHERE APPLICABLE) F -2"W 3LIEOUT=XX.X PIPE LABEL W 1 1/2" WM _ �- I UTILITY LENGTH J CC FF UTILITY SIZE rE) (E)w E) (F� )G (E XXLF-xx"xx-urlurrrYPE SET ISSUE DATE S=X.XX% - SLOPE (WHERE APPLICABLE) STRUCTURE TYPE 100% CD SET 2023-07-28 "' CALLOUT DESCRIPTION DETAIL REF. 1iFADD-06 5 - BWV BACKWATER VALVE 4/C55 STRUCTURE TABLE STRUCTURED 1/C5.4 EASTING S CONN -1 600W`xmm Stre 's"rc"wo lqjff 203719.38 Eugmq O0. 9J001 110345.89 P541.660.09@ 3/C 5.2 r 541.684.4909 203681.47 ww.xvnmm 3 19LF-3"Sp FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 3.1 5=1.00°h -45 NF1 SSD Iy t1E 457.77 RG RAIN GARDEN 2/C5.1 d S CONNECT TO WASTE LINE, SEE PLUMBING PLANS FOR ,REDNP SD CO -1 $ a -5 CONTINUATION. SIZE AS NOTED.V�S� P� r=453.15(W) CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING C IE 6"=453.90 a SD 8 IE 6"=453.90 y li 6'SD PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. z0za.as.os% -{ DIGRALLY SIGNED 11;07:22-0700' i IE 6"=453.90 e C 2 TRASH ENCLOSURE. SEE PLUMBING PLANS FOR �+ y TE SANITARY DRAIN CONTINUATION.CONNECT %W OREGON y m W PLANS FOR TO ONTINUATION. SIZE AS NOTED.COLD WATER SYSTEM. SEE UMBING yy9�UjlREl�OP`�J �SO CB -1 24 LF-4'PERF. SO ~ RIM=457.57 S=0.00% UTILITY LABEL LEGEND IF EXPIMTIONDATE: 12/31/2023 IE 6' OUT=456.41 (N) STRUCTURE LABEL -2LF-6"SD S=2.00% UTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIRE REVISIONS TO THIS SHEET PROTECTION) 7LF - 2"W STRUCTURE TYPE CALLOUT REV. DATE I XX XX -XX ID NUMBER (WHERE APPLICABLE) ADD -04 2023-09-08 74 W RP -1 I RIM= IE IN=XX.X �� STRUCTURE INFO (WHERE APPLICABLE) F -2"W 3LIEOUT=XX.X PIPE LABEL W 1 1/2" WM _ �- I UTILITY LENGTH J CC FF UTILITY SIZE rE) (E)w E) (F� )G (E XXLF-xx"xx-urlurrrYPE SET ISSUE DATE S=X.XX% - SLOPE (WHERE APPLICABLE) STRUCTURE TYPE 100% CD SET 2023-07-28 "' CALLOUT DESCRIPTION DETAIL REF. 1iFADD-06 5 - BWV BACKWATER VALVE 4/C55 STRUCTURE TABLE STRUCTURED NORTHING EASTING S CONN -1 110403.21 203719.38 S STUB 110345.89 203719.14 SD AD -1 110369.71 203681.47 SO BWV-1 110350.83 203729.15 SO CB -1 110332.76 203745.83 SD CO -1 110354.83 203736.39 SD CO -2 110354.94 203662.32 SD CO -3 110298.92 203736.31 SD CO -4 110298.93 203662.23 SO CO -5 110365.34 203798.54 SD CO -6 110369.71 203714.70 SD CO -7 110394.32 203710.51 SO CO -8 110365.89 203666.47 ADD -06 STRUCTURE TABLE STRUCTURED NORTHING EASTING SO CO -9 110394.39 203666.51 SO LD -1 110329.96 203659.28 SD LD -2 110312.54 203734.10 SD OF -1 110369.71 203788.28 SO OV -1 110370.80 203794.65 SD SED -1 110365.40 203780.51 SD ST B-1 110345.85 203729.14 W 1 1/2" WM 110286.94 203748.74 W BENDA 110297.16 203748.74 W CONNA 110265.60 203748.74 W RP -1 110290.05 203748.74 W STUB 110304.66 203734.29 CO CLEANOUT TO GRADE VC5.4 LD LANDSCAPE DRAIN 4/C5.2 OF OUTFALL 5/C5.1 OV OVERFLOW INLET 2/C5.5 RG RAIN GARDEN REDUCED PRESSURE BACKFLOW ASSEMBLY IN RP C5.6 ABOVE -GRADE ENCLOSURE SED SEDIMENTTRAP 3/C5.5 STUB STUB WM WATER METER SHEET LEGEND SOAKAGE TRENCH RAIN GARDEN FILTER STRIP SCALE 1 INCH = 20 FEET 20 0 20 40 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Addmss XXX 8TH Street Springfield, OR UTILITY PLAN C4■0 0 LANDSCAPE AREA CURB AT BACK OF RAMP TO TOP OF CURB FLUSH TOP OF CURB FLUSH GROUND WHEREWITH TOP OF SIDEWALK WITH TOP OF SHOWN ON PLANS CONCRETE SIDEWALK[RETAIN SIDEWALK W W If 6"CURBW V W W Y r EXP. W W COMPACT 8" OF BASE SUBGRADE COURSE NOTES: 1. - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 6" CURB 6' MIN. (UNO) 4' MIN. (UNO) 6' MIN. (UNO) 6" CURB EXP. CURB EXP. VARIES 0" CURB EXP. CURB EXP. VARIES EXP. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. PLAN CONCRETE PAVEMENT SECTION SCALE: NTS CURB AT BACK OF RAMP WHERE SHOWN ON PLANS SEE PLAN ° �► - - CONCRETE SIDEWALK •,• , .. - - . d - ,,,,.•. ••,. ,., 4' MIN. THICKNESS III=III. —III ••• — ••, M1 -III-• � _ _ _ a —III �:.:. �: '�� :•C.+:. .b'• •.,�.'..:ill =III -. a • e. °.o eo •po •°0•oo a°` °o'°°a0°VIII — 3' BASE COURSE 1=III-1 —III -III -1 I -III- o e p ° o °° ° ° ° o " o ° o ° ° o •° o ° ° o — ° • o'° o e , ° ° o •e . e LANDING SPACE4" CONCRETE SIDEWALK SECTION A III I—III=III—III T SUBBASE —111=111=1 11 i 11 R4, COURSE 6:1 BATTER g" PAVEMENT I NOTES: SLOPE L 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION - SEE NOTE 2 6. - : = JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS a s III- NOTED OTHERWISE. CONCRETE SIDEWALK ' " '•` — •• "yl•I - I SCALE: NTS '• 8•"• • —1 3" BASE COURSE AC SURFACE COURSE: —III—III 3" OF 1/2" DENSE GRADED, COMPACTED LEVEL HMAC SUBGRADE SECTION B °b°oeoo°oQoeooOoo°oeoa;°oopoeoe°oo°'.°o:oe°,00° °°e° CURB RAMP ao•° _.°— o °o• 5 SCALE: NTS ° oj"- NOTE: COMPACTED 10"OF BASE 1. STEEL PIPE FOR SUBGRADE COURSE #4 NOSING HANDRAILS SHALL BAR CONFORM TO ASTM ASPHALT PAVEMENT SECTION Y4" RAD. TYP. A501. SCALE: NTS RISE SEE PLAN 7' MAX' Rte" 6" R=Ye", TYP. CONCRETE SIDEWALK 5" MIN. 4" MIN. THICKNESS SEE LANDSCAPE PLANS - : b FOR HANDRAIL WOODCHIPS ,., of A:_. ..-.-. r..._...•.- •-0. III—I 2„ MIN CLR. 9" • ° •• o 'R'. e. o •° o a°= '.�/fin.: ':• 4 _ •: :•�-°oa^° o'°o•o .o o'O.o FILL HOLE // // - -3 - WITH NON - \�I\\��t •::. • :° . a_ — — _ SHRINK \//\//\/'.; :�•.,,: _ °;o o b'o b$ •° ` . •- o o J' I - GROUT TYP. ��\//�\//�Jj<•1„7::., - >- ' , _ 6"EMBEDMENT DEPTH OF ° - _ o •° 0 3"SUBBASE \\ \\ -"` HANDRAIL IN CONCRETE 4"SUBBASE eso _ • -_ ° o COURSE //////\/• ,••:D.,_ : - c COURSE d 16" O.C. E ° 'o.. WAY 12„4NOTES: 6" OF BASE �.. r " -. ' ,.,., ;•':':•' f:i / 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION MATERIAL \/j\j/\:^,,` - _ -, -:�`4 i;. •\ '\/�\jy\/�\\j y�\\ \//� JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTEDOTHERWISE. 4000 PSI ////j:;;`•t.y i j\\//\\//\\//\\//\\/i�\/i�\�\/�\, CONCRETE\\\/j�//j i �� ///�\/�� 2. TOPS OFALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2%UNLESS OTHERWISE SHOWN OR CONCRETE SIDEWALK AS DIRECTED 12" AND BASE COURSE PER 3. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE STAIR AND HANDRAIL DETAIL 1/C5.1 ENGINEER. SCALE: NTS THICKENED CONCRETE EDGE I 4 SCALE: NTS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I I+E° PN%'P881 DIGITALLYSIGNED 2023. 7.28 18S]:04-0]'00' e« IF IXHILATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map N Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS C5.0 RIP -RAP SHALL BE 4" TO 8" QUARRY SPALLS PER WSDOT ST. SPECS 9-13.6 UNDISTURBED SOIL END CAP TOPSOIL. SEE PLANS FOR TOPSOIL & FACILITY DEPTH TOPSOIL RIP -RAP SHALL BE — 4" TO 8" QUARRY SPALLS PER WSDOT ST. SPECS 9-13.6 UNDISTURBED SOIL SOAKAGE TRENCH N.T.S. L PER PLAN SIDE VIEW 2' PER. yl 2' \ 4"PERFORATED \ /��PIPE\ IE?.PER PLAN DRAINAGE FILL DRAINAGE FABRIC CU!YlV AI A FINISHED GRADE SURFACE TO BE INSTALLED LEVEL 6" PERFORATED PIPE DRAINAGE FILL DRAINAGE FABRIC FINISHED GRADE SURFACE TO BE INSTALLED LEVEL RIES, 6" MIN �t�t�t�t�t�t�t�t�t�tl�tl�tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,tl,rl,rl,rl,tl,tl,tl,� \,J NL Y IN U I L,) '1 BARK MULCH PER LANDSCAPE PLANS. 2 DRAINAGE FILL. 3 DRAINAGE FABRIC. PERFORATED PIPE SCALE. NTS TOP OF SLOPE 4 (­24"MIN. TRANSITION FROM PVC�\/��\//%�/moi PIPE TO DUCTILE IRON 3.`\\i\ PIPEWITHAFERNCO DUCTILE IRON — COUPLING OR PIPE APPROVED EQUAL / PIPE OUTFALL CENTERED J IN RIP -RAP BOULDERS. SEE LANDSCAPE PLANS. (�,PIPEOUTFALL SCALE: NTS SEE LANDSCAPE PLANS AND SPECIFICATIONS FOR BOULDER AND ROCK OUTFALL PROTECTION �45e MITERED OUTFALL r IE=SEE PLAN 4' MIN. PER LANDSCAPE 'EGIFICATIONS SEE LANDSCAPE PLANS AND SPECS FOR BOULDER AND ROCK OUTFALL PROTECTION 6" SD PIPE FROM SEDIMENT TRAP ADD -06 ok RESURFACING MATCH ROWEL L EXISTING PAVEMENT PAVED UNPAVED SECTION AREAS AREAS EPAVEMENT \ DETECTABLESAWCUTLINE� WARNING TAPE B RO KAW 1203 Willamette Street Suite 210 12• ,_ J Eugene, Oregon 97401 541 4851003 s vivivi /viv;��� /vvi w s" /������ /�\\� LL � rowel lbrokaw.com J LLa N N Architecture. Design. Strategy. rL 000 W 1 1 Ilxm¢ 00 Stre'Sw"0 — �;o'= TRACER WIRE p ese., oa9eaal W 0:501.600.0902 F 541.684.4909 ff ap got! 088168% DIGITAUYSIGNED 2023.09.08 L —III III1 I I III I OREGON 6' D 6" "'ys,D Noy s0 i®�� V•!�y MIN. MIN. �67TRELO* TYPICAL PIPE BEDDING AND BACKFILL EXPIRATIDNDATE: 12/11/2021 SCALE: NTS REVISIONS TO THIS SHEET REV. DATE ADD -06 STORAGE DEPTH ADD -04 2023-D9-08 3" MAX. (TO OVERFLOW INLET RIM) \\I� 5 IML BASIN (LEVEL) / SEE PLAN 1 SET ISSUE DATE n oo0 eo00 o1 \ / 0 0 o�L O e 0 00 0 0 00 - o 0 e- i 0 e c V — 0 O e 0 O e 0 m Q e 0 0 'L O C O e o �O e o �0 opo—���— III O O O KEY NOTES 1 INSTALL JUTE NETTING. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE It - NO.4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6 DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN. 7 4' PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PIV / PA: AB Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS 0501 T E_ L - TOP OF GROUND/PAVEMENT SLOPE AWAY FROM BUILDING PER GRADING PLAN 6" SEAL OF COMPACTED NATIVE SOIL (LANDSCAPED AREAS ONLY) WRAP DRAINAGE FABRIC AROUND ALL SIDES, 12" MIN. OVERLAP DRAINAGE FILL � 1 � PERFORATED NATIVE SOIL OR 2 DRAIN PIPE. STRUCTURAL FILL SEE NOTE 1 NOTES: 1. LAY PERFORATED DRAINPIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN SCALE: NTS 6" DIA. LIGHT DUTY GRATE PIPE SIZE PER PLAN IE (OUT)= PER PLAN NOTES: 1. DRAIN AND GRATE BY ADS OR APPROVED EQUAL. LANDSCAPE DRAIN SCALE: NTS FINISHED GRADE 6" DIA. DRAINTECH BASIN BY ADS OR APPROVED EQUAL 1111 COMPACTSUBGRADE 18" MAX (TYP.). SEE PLANS FOR ELEVATIONS. BOTTOM OF WALL. SEE PLAN FOR ELEVATIONS. �12 \\ ACCESS AISLE \I NO -- SIGN NO.OR7-9 PER MUTCD PARKING SIGN NO.OR7-9a PER MUTCD 0 , NOTE NOTES: 1. 2" ID GALVANIZED STANDARD STEEL — a - PIPE WITH CLOSED TOP (ASTM A120-65). i —_ NOTE 12721 • 8" DIA. CONCRETE FILLED POST HOLE. °. III= 3. ATTACH ADDITIONAL SIGN ONLY WHERE III_ 4" 4- ACCESS AISLE NO PARKING �� — _ -MIN.— —MIN.— •. .�..°� �_� _ °O ° o e °o vo Oo° ovo ° ,a 0 0 � 1 � PERFORATED NATIVE SOIL OR 2 DRAIN PIPE. STRUCTURAL FILL SEE NOTE 1 NOTES: 1. LAY PERFORATED DRAINPIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN SCALE: NTS 6" DIA. LIGHT DUTY GRATE PIPE SIZE PER PLAN IE (OUT)= PER PLAN NOTES: 1. DRAIN AND GRATE BY ADS OR APPROVED EQUAL. LANDSCAPE DRAIN SCALE: NTS FINISHED GRADE 6" DIA. DRAINTECH BASIN BY ADS OR APPROVED EQUAL 1111 COMPACTSUBGRADE 18" MAX (TYP.). SEE PLANS FOR ELEVATIONS. BOTTOM OF WALL. SEE PLAN FOR ELEVATIONS. �12 \\ ACCESS AISLE \I NO -- SIGN NO.OR7-9 PER MUTCD PARKING SIGN NO.OR7-9a PER MUTCD 0 , NOTE SCALE: NTS R=3" 12" TYP. 6" MIN. COMPACTED BASE COURSE INSTALL FILTER FABRIC — AT THE EDGE OF DRAINAGE COURSE PP.) RAMP DETAIL TOP OF RAMP/TOP OF WALL. SEE CONCRETE SIDEWALK AND BASE PLAN FOR ELEVATIONS. COURSE PER DETAIL 1/C5.1 y�y,y ei!Y.y!Y .v o 12TYP , °-ae°00oe °o°o'^'e s r. o•° oO a •O e'e °'e° o° oo •°n°0.O e•O 0'e° o°O pO e[ SCALE: NTS TOP OF DECK. SEE PLANS FOR MODULAR BUILDING PER ALK ELEVATION MANUFACTURER CONCRETEBASCOURSE PER SPECIFICATIONS AND BASE COURSE PER DETAIL 1/C5.1 °o°•°o eo eo •eo ao.°p °eo ao oe°°•°°o ao INSTALL NEW LANDSCAPING (WHERE APPLICABLE). SEE LANDSCAPE PLANS FOR HANDRAIL. #4 @ 14" 0 . X CONT. (TYP.) BOTTOM OF WALL. SEE PLAN FOR ELEVATIONS. INSTALL NEW CONCRETE SIDEWALK. z Oo•°°o.a - eo; .o°°O Oo eoe°oeo °o o°°'°o:� e�'• 0. �,. 000 o°o•Oo ° O°•^o'°o •e° °•°0'O Q'Oe°'eo so a° �e°Q'°o Q� •. eo deo a. #S Q 12" O.0 �� o °° ° o • ° a' � p'e v o °o•° °° e':o•° (TYP.) o•°°° ° a; a e °o•°o.° eoa °o•°° a . -#5 @ 14" O.C. ° •2" ° (TYP,) 3" CLR CLR DECK DETAIL SCALE: NTS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. 4 40 1CPff .-.- 09 ED PROFESS CV�S`L�0 L N PF9�Oy9! 88168 DIGITALLYSIGNED '10.09 11202507'00' OREGON ''dy �4Y701\�� •FSS 9167lRELL * REVISIONS TO THIS SHEET REV. ASI -02 SETISSUE DATE 202310-09 DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PIV / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS C51 NOTES: 1. 2" ID GALVANIZED STANDARD STEEL — - PIPE WITH CLOSED TOP (ASTM A120-65). —_ NOTE 12721 2. 8" DIA. CONCRETE FILLED POST HOLE. —I 3. ATTACH ADDITIONAL SIGN ONLY WHERE INDICATED ON PLANS. ARROW TO POINT TOWARDS ACCESS AISLE. ACCESS AISLE NO PARKING SIGN SCALE: NTS R=3" 12" TYP. 6" MIN. COMPACTED BASE COURSE INSTALL FILTER FABRIC — AT THE EDGE OF DRAINAGE COURSE PP.) RAMP DETAIL TOP OF RAMP/TOP OF WALL. SEE CONCRETE SIDEWALK AND BASE PLAN FOR ELEVATIONS. COURSE PER DETAIL 1/C5.1 y�y,y ei!Y.y!Y .v o 12TYP , °-ae°00oe °o°o'^'e s r. o•° oO a •O e'e °'e° o° oo •°n°0.O e•O 0'e° o°O pO e[ SCALE: NTS TOP OF DECK. SEE PLANS FOR MODULAR BUILDING PER ALK ELEVATION MANUFACTURER CONCRETEBASCOURSE PER SPECIFICATIONS AND BASE COURSE PER DETAIL 1/C5.1 °o°•°o eo eo •eo ao.°p °eo ao oe°°•°°o ao INSTALL NEW LANDSCAPING (WHERE APPLICABLE). SEE LANDSCAPE PLANS FOR HANDRAIL. #4 @ 14" 0 . X CONT. (TYP.) BOTTOM OF WALL. SEE PLAN FOR ELEVATIONS. INSTALL NEW CONCRETE SIDEWALK. z Oo•°°o.a - eo; .o°°O Oo eoe°oeo °o o°°'°o:� e�'• 0. �,. 000 o°o•Oo ° O°•^o'°o •e° °•°0'O Q'Oe°'eo so a° �e°Q'°o Q� •. eo deo a. #S Q 12" O.0 �� o °° ° o • ° a' � p'e v o °o•° °° e':o•° (TYP.) o•°°° ° a; a e °o•°o.° eoa °o•°° a . -#5 @ 14" O.C. ° •2" ° (TYP,) 3" CLR CLR DECK DETAIL SCALE: NTS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. 4 40 1CPff .-.- 09 ED PROFESS CV�S`L�0 L N PF9�Oy9! 88168 DIGITALLYSIGNED '10.09 11202507'00' OREGON ''dy �4Y701\�� •FSS 9167lRELL * REVISIONS TO THIS SHEET REV. ASI -02 SETISSUE DATE 202310-09 DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PIV / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS C51 / '1-12" _\ \ RESERVED \ PARKING --SIGN NO. R7-8 ' 18" PER MUTCD I L / -ATTACH SIGN NO. VAN R7 -8P WHERE SHOWN ON PLAN ACCESSIBLE NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED TOP (ASTM A120-65). .2 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGN SCALE: NTS EACH AREA ISY2 OF Yn" PLYWOOD OVE TABULATED TOTAL AREA FACE OF BOLTS TEE PLUGGED CROSS WYE PLUG OR CAP LL ==b Al ttt yyy A2 BEND PLUGGED CROSS TEE 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. 15 INDICATES 15 SQUAROF ET BEARING AREA REQUIRED. U a 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING a STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. a 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. C L BEARING AREA OF THRUST BLOCK IN SQUARE FOOT NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 ps.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK SCALE: NTS BACKFILL TO TOP OF CURB PAVEMENT 16" 00 ". 6:1 BATTER ° °, - ", ` 3" OF BASE COURSE NOTES: 1. CURB EXPOSURE'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. CONCRETE CURB SCALE: NTS EDGE OF PARKING LOT AGN 5. 1' � 1 4" WHITE STRIPE (TYP.) 24" MIN. FARH11Y] SIGN 2' (TYP.) WHEEL STOP 4" WHITE STRIPE (TYP.) 36° m I-4'-11 ANGLE ORIENTATION FOR FIELD LAYOUT 9' TYP.�� 6' (8' VAN), TYP. I (SEE PLAN) (U.N.O.) (U. ADA SYMBOL SHALLLL OCCUR ONLY AT STALLS SHOWN ON PLANS TYPICAL PARKING LAYOUT SCALE: NTS 5 00 .1yP. 6' I I i 17 INSTALL 314"x 18" DOWEL DRAINAGE ANCHOR, TYP. SLOT.TYP. NOTES: U 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. ,)1 PRECAST CONCRETE WHEEL STOP SCALE: NTS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. r 541.684 49 9 1CPff ._�'_o �E<tED PROfEss 1 N F4.9�py9! 88168 DIGITALLY SIGNED 2a23.1p.e2 1121 U8 -0T08' OREGON yqy 'FAY 2U l9`� `FSS 4167lRELLDar REVISIONS TO THIS SHEET REV. DATE ASI -02 2023-10-09 SETISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Addmss XXX 8TH Street Springfield, OR CIVIL DETAILS C5.3 TEE PLUGGED ON RUN FITTING TEE, 90° BEND Al A2 45° BEND 22Y2° 11Yy° SIZE WYE, PLUGGED BEND BEND PLUG, CROSS OR CAP 4 1.0 1.4 1.9 1.4 1.0 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4 1 2.9 1 1.5 1 1.0 10 5.9 8.4 11.8 8.4 1 4.6 1 2.4 1 1.2 NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 ps.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK SCALE: NTS BACKFILL TO TOP OF CURB PAVEMENT 16" 00 ". 6:1 BATTER ° °, - ", ` 3" OF BASE COURSE NOTES: 1. CURB EXPOSURE'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. CONCRETE CURB SCALE: NTS EDGE OF PARKING LOT AGN 5. 1' � 1 4" WHITE STRIPE (TYP.) 24" MIN. FARH11Y] SIGN 2' (TYP.) WHEEL STOP 4" WHITE STRIPE (TYP.) 36° m I-4'-11 ANGLE ORIENTATION FOR FIELD LAYOUT 9' TYP.�� 6' (8' VAN), TYP. I (SEE PLAN) (U.N.O.) (U. ADA SYMBOL SHALLLL OCCUR ONLY AT STALLS SHOWN ON PLANS TYPICAL PARKING LAYOUT SCALE: NTS 5 00 .1yP. 6' I I i 17 INSTALL 314"x 18" DOWEL DRAINAGE ANCHOR, TYP. SLOT.TYP. NOTES: U 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. ,)1 PRECAST CONCRETE WHEEL STOP SCALE: NTS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy. r 541.684 49 9 1CPff ._�'_o �E<tED PROfEss 1 N F4.9�py9! 88168 DIGITALLY SIGNED 2a23.1p.e2 1121 U8 -0T08' OREGON yqy 'FAY 2U l9`� `FSS 4167lRELLDar REVISIONS TO THIS SHEET REV. DATE ASI -02 2023-10-09 SETISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Addmss XXX 8TH Street Springfield, OR CIVIL DETAILS C5.3 Q UU w a 3< a 0 0.50' MIN. TYP. #4 REBAR LOOP PLAN CONCRETE COLLAR. 3000 PSI CONCRETE, SLOPE j' TO RIM r HEAVY DUTY 28" MIN SQ. 0.04' I TRAFFIC GRATE. RIM=PER PLAN A. GREASE TRAP W/ HINGED LID — NOTE 2 0 _ 2.00' N SQUARE SECTION A "2 CATCH BASIN SCALE: NTS TOP OF PAVEMENT (WHERE APPLICABLE) ENGINEERED FILL L r3" NOTE 1 I %% 12" PIPE TO OUTFALL, SEE PLAN E(OUT) PER PLAN NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 10 GAUGE STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. MEDIUM DUTY 15"t SQ. TRAFFIC GRATE. RIM=PER PLAN 1" -i I TOP OF GROUND (WHERE APPLICABLE) PIPE SIZE PER PLAN IE PER PLAN 4„ COMPACT SUBGRADE NOTE: 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. A TRAPPED AREA DRAIN SCALE: NTS HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND I MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISER O.D. CON FRAME AC PVMT OR CONC. PAVING OR +y2' MIN. � SETET IN IN CONCRETE OTHER SURFACING �I F— 2" MIN. CARRIER PIPE 4"MIN.—��' ..ill WYE BRANCH •A. I_1„ IMAX #4 HOOP CENTERED IN 3000 PSI CONCRETE PAD. PROVIDEy" MIN. CLEARANCE FOR CONCRETE PAD AND RISER PIPE RISER PIPE TRENCH BACKFILL 45° BEND INSTALL PLUG WITH GASKET IF END OF LINE I� SERVICE CONNECTION IF REQUIRED _ BEDDING MATERIAL NOTES: 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS FILTER STRIP SECTION O KEYNOTES .1. 24" GROWING MEDIUM, SEE SPECS. 2. PLANTINGS. SEE LANDSCAPE PLANS. 3. DRAINAGE FILL AT EDGE OF CONCRETE FOR EXTENT OF FACILITY. TYP. FILTER STRIP SCALE: NTS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I ----,--A ��+E° INC FFST2��' Q' 88168 9 DIGITALLY SIGNED ales 0728 16:37:20 0T07 ORE911"ITR 9y �477 IXNI ATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS C5.4 F ROWELL RIM=PER PLAN. INSTALL 4" DEEP, 8" WIDE, 8" LONG MEDIUM DUN SOLID LID BY REMOVABLE OUTFALL TOP AND BOTTOM OF PIPE NOTE: ROUND AND B R O KAW NYLOPLAST OR APPROVED DEBRIS TRAP EQUAL BY NYLOPLAST FINISH OR APPROVED WALK AREA }" HOLE AT FACE OF 6" WIDE CONC. COLLAREQUAL 45° MITERED END p CURB 1203 Willamette Street , _ s. °° FINISHED PAVEMENT Eugene, 210 GRADE Eugene, Oregon 97401 541 4851003 SO PIPE a ': o •° rowel lbrokaw.com N/ :a \\/\ SLOPE=1.0%MIN. STANDARD CURBa ° Architecture. Design. Strategy. /\\ X / �/ °0.0 •�°O °0.O0o #4 REBAR LOOP/�\ o° o e'o •° o ve CONNECT TO STORM 4" SD rn SYSTEM // ///� o: 14L o sre� iaat's"rc"aoo OVERFLOW PIPE & WEEP HOLE : 541.684 49091CPff IE OUT=— SCALE: NTS PER PLAN IE (IN)= PER PLAN eiN 24" MI \%// j/NOTE 1 0�'* PN Ff �'ys/oy>/� �/ 8168 l SUMP\ \\ /\\\j DIGITALLY SIGNED 2023.09, 07'00' 1.50' / PLACE 4"-2" BALLAST OREGON RIM ELEV. AGGREGATE z >y y �� J`'+ ON LOW SIDE OF INLET TO PER PLAN y9 4Y }p N PVA /\ \ CONCEAL PIPE �67TREllO / EXPIRATION DATE: 12/31/2023 ENGINEERED FILL —III—III—III—III—III—III—III—III=III= IIIIIIIIII IIIIIIIIII FI GRADE TVP REVISIONS TO THIS SHEET I-Illi ISI -ISI -III III ISI ISI II — VIII I1 -1I —IIIIII—I'' %%� REV. DATE COMPACT SUBGRADE ADD -04 2023-09-08 NOTES: 1 1. PVC CATCH BASIN BY NYLOPLAST, OR APPROVED EQUAL �1 SEDIMENT TRAP SCALE: NTS PIPE SIZE "o°.e°o°•°°o°•°°o•o°o.o"o•o PER PLAN 0 oO ° 0 oO ° 0 DO FRAME AND COVER --_ —-- SIMILAR TO STD.o 0 0 0 0 0 0 0 0 o SET ISSUE DATE CLEANOUT DETAIL 100% CD SET 2023-07-28 Pq a?. IE (OUT)= F � =,, —=� PERF. PIPEPER PI LAN PER PLAN a ... I 1" MIN. EXTENDABLE BACKWATER VALVE FLOW r `N FLOW _ J NOTES: 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. A BACKWATER VALVE SCALE: NTS ADD -06 O KEY NOTES 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL 2 12" LIGHT DUTY DOMED GRATE MODEL 1299CGD BY ADS, OR APPROVED EQUAL OVERFLOW INLET SCALE: NTS PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Addmss XXX 8TH Street Springfield, OR CIVIL DETAILS 0505 e I" MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBETY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM Backflow Assembly Installation Requirements SPRINGFIELD UTILITY BOARD WATERDIVISION 202S.l STREET ISIONIRE" for Commercial Domestic/Irrigation Service SPRINGFIELD, OR 97477 PR: sot-726-asa6 (2" and Smaller Reduced Pressure Backflow Assembly) FAS: 901.'14'1-7349 PUBLIC HEALTH PROTECTION: A backflow assembly is plumbing equipment the customer has installed on their water service that prevents unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your plumbing system could endanger the health of others in the community who are using the public water supply. COMMERCIAL PROPERTIES: These properties consist of three types of water services, Commercial, Industrial and Public. Commercial water services also include mixed-use/multi tenant properties(including those with stand-alone vending carts) and Multi -Family Housing (more than 4 (four) units). INSTALLATION REQUIREMENTS: 1. A Reduced Pressure Backflow Assembly (RPBA) shall be installed on private property at a location immediately adjacent to the water service Connection. No branch lines, outlets or connections are permitted betweenthe water service connection and the RPBA. 2. Backflow assemblies are required to be Installed above ground. 3. Backflow, assemblies are required to be installed in a way that provides freeze protection. For outdoor locations in an enclosure; a bore -sighted drain to daylight (finished grade), able to discharge the full rated flow of the relief valve, is required. Enclosures shall be kept free of any debris, shall not contain loose fill materials of any kind, andshall not have objects that Interfere with these installation requirements. 4. All clearances around the backflow assembly apply to o utside,in-bullring, vertical and h orizontai installations. Backflow assemblies shall be readily accessible with adequate room for testing and maintenance. Clearances may be waived (excluding ground clearances) for an enclosure, if the enclosure can be removed for backflow assembly testing and maintenance access. 5. Prior to water service activation, backflow assemblies a re required to be Let sted. 6. Backflow assem bites shall be tested by a Certified Backflow Assembly Tester at the time of installation (at least annually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to the Water Division within TD (ten) days of testing. Upon receipt of the passing test report the Water Division shall inspect and verify the Installation. BacyUkW Assemblies and theashillatian 0Mese assemblies shoe be in rolnbMetl ove ddonre with Me allesantl reauiramentsa)SU9 Popes, the Wider thhion's Cross Connedon cospod Fccri Pro9rvm Manual, Oregon Adminirtmrlve Rules IOAFs) and Crisps Plumbing Specialty Codes (OPSC). Refer to the attached Reduced Pressure Backflow Assembly (RPBA) standard drawing (W2.00). For complete backflow assembly installation requirements please refer to SUB's CCC Program Manual available on SUB"s website at: http://www.subuti l.com/water/crossconnection-control-and-backflow-protedion/ CITY OF SPRINGFIELD REQUIREMENTS: ACity of Springfield plumbing permit is required for backflow assembly installation. In cooperation with the City's Plumbing Inspector, the Water Division Is asking that upon installation of an assembly, a copy of the initial test report be attached to the backflow assembly. This test report will be coilected by the Plumbing Inspector prior to approval of the installation. If the assembly is in an exposed location, please place the test report Ina sealed plastic bag for protection. TevL04-2017 RP DEVICE (211 OR SMALLER) SCALE: NTS W RP -1 2" WILKINS 975XL RP DEVICE (OR APPROVED EQUAL) IN A NV HEATED DURAFOLD ENCLOSURE, MODEL HDO13139028. RP DEVICE TO BE HEATED AND INSULATED. 11 1 YCONTRACTOR TO COORDINATE AND SCHEDULE INSTALLATION OF TAP AND DOMESTIC SERVICE TO AND —INSTALLATION. INCLUDING METER WITH SUB. CONFIRM DESIGN AND EXACT LOCATION OF TAPS PRIOR TO C STREET v w 2 WATER LAYOUT DETAIL SCALE: V=10' ElE1.11c.T n NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBETY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. RIGHT OF WAY/PROPERTY/EASEMENT LINE B" MIN 1 S.U.B. 1 WATER p__ a _ _ _{_______ �—_ - - ___ _ METER j B" MIN OVERHFAD INSTALL4TION CLEARANCES VIEW I 3" MIN 1 GIJB CUSTOMER O RESPONSIBILITY I RESPONSIBILITY I 1 3"MIN12"MIN 3"MIN GRADE -Wm., WIJI L=III Wmlll-ILIm+W 1I II — I � PROFILE — �— S:ULe I — VIEW = WATER METER I 1 1 I I r SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre-imst.11.11 n Cross Connection Control Requirements -Section Xll Location of Bttarrow Assembly -Section Xlll Backflow Assembly Installation Guidelines - Section XIV Post -Installation Croas Connection Control Requirements Sections A - XIV, In Addition to the complete Cross Connection Central Program Requirements, are available at: hItp:l/wwwsubuhl.wmlwaterlcross-connections n"ro and-0ackflow-pmteionl SCALE: N.T.S. eAGUtowAssEMatYSTAnoARo oRAwwGLM REOUCEb PRESSU RE BACKFLOW ASSEMBLY DRAWN BY: EJN - WATER DUALITY: ENGINEERING •2..- ._ sPRr ".T, , Bou L 2" &SMALLER T SCALE 1 INCH = 20 FEET 20 0 20 40 ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. Eugene, OR trellis 11CPff U PN%'P Q' 881 DIGITALLY SIGNED 2023'07'26 16:12:51-07'00' OREGON 9y �4r 21 1 EXPIRATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% CD SET 2023-07-28 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Protect Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR CIVIL DETAILS C5.6 vl LAND DRAINAGE ALTERATION PLANS THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE LDAP/ 1200 -CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE LDAP & 1200 -CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE LDAP & 1200 -CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. VICINITY MAP SCALE: NTS SITE DESCRIPTION — EXISTING SITE CONDITIONS - 1 THE PROPERTY IS CURRENTLY AN OPEN, GRASSY FIELD. o DEVELOPED CONDITIONS a PROPOSED CONDITIONS WILL CONSIST OF A MODULAR CLASSROOM BUILDING, COVERED PLAY AREA, ASSOCIATED U PARKING LOT, HARDSCAPE, AND VEGETATED STORMWATER - FACILITIES. VICINITY MAP SCALE: NTS PROPERTY DESCRIPTION TOTAL SITE AREA 20,473 SF = 0.47 ACRES TOTAL DISTURBED AREA 19,435 SF = 0.45 ACRES 1 RECEIVING WATER BODIES: THE ENTIRE PROPERTY WILL HAVE RUNOFF FULLY INFILTRATED ON-SITE. TAXLOT: 6700 & 680 (LANE COUNTY TAX MAP) PROPERTY IN THE NW Y4 OF THE NE Ya OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIMETABLE CLEARING AND DEMO: (AUGUST 2023 -SEPTEMBER 2023) UTILITY & FOUNDATION INSTALLATION (SEPTEMBER 2023 -NOVEMBER 2023) BUILDING INSTALLATION: (NOVEMBER 2024 - FEBURARY 2024) FINAL STABILIZATION: (FEBRUARY 2024 -MARCH 2024) SITE SOIL CLASSIFICATION: SITE SOIL CONSISTS OF MALABON-URBAN LAND COMPLEX, AND IS CLASSIFIED AS TYPE C SOILS. EROSION AND SEDIMENT CONTROL GENERAL GRADING NOTES 1. CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES DURING GRADING INCLUDING: 1.1. COVERED EXPOSED SOILS WITH TEMPORARY SEEDING PER THE LANDSCAPE SEED MIX, JUTE MATTING OR APPROVED EQUAL. 1.2. COVER ANY STOCKPILES 2. CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING, MAYBE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION Q PROJECT LOCATION ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL LOCATED SOUTH OF THE SPRINGFIELD HIGH ECIA SCHOOL, AT THE CORNER OF 8TH AND o STREETS. INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Y U ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL w LATITUDE =44°03'09.20"NORTH F LONGITUDE =123°00'56.61" WEST a EXPOSED SOILS BY OCTOBER 1. a: ONCE EVERY TWO (2) WEEKS. a N PROPERTY DESCRIPTION TOTAL SITE AREA 20,473 SF = 0.47 ACRES TOTAL DISTURBED AREA 19,435 SF = 0.45 ACRES 1 RECEIVING WATER BODIES: THE ENTIRE PROPERTY WILL HAVE RUNOFF FULLY INFILTRATED ON-SITE. TAXLOT: 6700 & 680 (LANE COUNTY TAX MAP) PROPERTY IN THE NW Y4 OF THE NE Ya OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIMETABLE CLEARING AND DEMO: (AUGUST 2023 -SEPTEMBER 2023) UTILITY & FOUNDATION INSTALLATION (SEPTEMBER 2023 -NOVEMBER 2023) BUILDING INSTALLATION: (NOVEMBER 2024 - FEBURARY 2024) FINAL STABILIZATION: (FEBRUARY 2024 -MARCH 2024) SITE SOIL CLASSIFICATION: SITE SOIL CONSISTS OF MALABON-URBAN LAND COMPLEX, AND IS CLASSIFIED AS TYPE C SOILS. EROSION AND SEDIMENT CONTROL GENERAL GRADING NOTES 1. CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES DURING GRADING INCLUDING: 1.1. COVERED EXPOSED SOILS WITH TEMPORARY SEEDING PER THE LANDSCAPE SEED MIX, JUTE MATTING OR APPROVED EQUAL. 1.2. COVER ANY STOCKPILES 2. CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING, MAYBE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION Q 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL INITIAL DATE OF ANY CONSTRUCTION ACTIVITY, ONCE EVERY 14 ECIA CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL v INCLUDING SNOWMELT THAT RESULTS IN DISCHARGE FROM THE INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Y 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL BECOMING INACTIVE OR IN 2. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING' SHALL BE IN PLACE OVER ALL Pi N INACCESSIBILITY. EXPOSED SOILS BY OCTOBER 1. OD ONCE EVERY TWO (2) WEEKS. GREATER THAN SEVEN (7) N 3. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. DAYS. 4. PERIODS DURING WHICH n THE SITE IS INACCESSIBLE AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. DUE TO INCLEMENT WEATHER. 4. ALL ESC MEASURES DOWNSLOPE MUST BE IN PLACE PRIOR TO GRADING ACTIVITIES. INTEGRATE 4OCIIW2Mai I11061■LTA 1: 61111V*101019:T*AxN■J:L1111c]V*'1.5 *� OWNER VO EARLY CHILDHOOD CARES CONTACT: LUKE HELM 1500 WEST 12TH AVE EUGENE, OREGON 97402 PHONE: 541-346-8216 E-MAIL: Ihelm@uoregon.edu ATTENTION EXCAVATORS ENGINEER KPFF CONSULTING ENGINEERS CONTACT: ANNA BACKUS 800 WILLAMETTE ST, STE 400 EUGENE, OREGON 97401 PHONE: 541-735-9249 E-MAIL: anna.backus@kpff.com OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. INSPECTION FREQUENCY SITE CONDITIONS MINIMUM FREQUENCY 1. ACTIVE PERIOD INITIAL DATE OF ANY CONSTRUCTION ACTIVITY, ONCE EVERY 14 ECIA CALENDAR DAYS, OR WITHIN 24 HOURS OF ANY STORM EVENT, EC2.0 INCLUDING SNOWMELT THAT RESULTS IN DISCHARGE FROM THE EC3.0 SITE, 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL BECOMING INACTIVE OR IN MEASURES ARE IN WORKING ORDER. ANY NECESSARY ANTICIPATION OF SITE MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE INACCESSIBILITY. SITE. 3. INACTIVE PERIODS ONCE EVERY TWO (2) WEEKS. GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS. 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT THE SITE IS INACCESSIBLE AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. DUE TO INCLEMENT WEATHER. 5. PERIODS DURING WHICH MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, OR DISCHARGE IS UNLIKELY DUE WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. TO FROZEN CONDITIONS. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 -CN PERMIT & LDAP REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 -CN PERMIT & LDAP REQUIREMENTS. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. SHEET INDEX Sheet Number Sheet Title EC1.0 LDAP COVER SHEET ECIA LDAP PLAN NOTES EC2.0 LDAP PLAN EC3.0 LDAP DETAILS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I P S,18+E° N%'P881 DIGITALLYSIGNED 202&0728 16MA3d700' OREGON y9��TTRELEgP` EXPIRATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2023-06-08 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR LDAP COVER SHEET EC1.0 0 L- CITY OF SPRINGFIELD EROSION CONTROL NOTES 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIREWSSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). BMP MATRIX FOR CONSTRUCTION PHASES REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OFWAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR, SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). "= SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I _'+E° PN%'P e' 881 DIGITALLY SIGNED 2029.07.28 18:382&0700 OREGON y9��TTRELEgP` IXPIMTION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2023 -OB -08 PROJECT TRACKING RBA #: CLEARING UTILITY& FOUNDATION INSTALL. BUILDING CONST. FINAL STABILIZATION WET WEATHER (OCT1-MAY31) CONCRETE TRUCK WASHOUT X X X CONSTRUCTION ENTRANCE "X X X X X SEDIMENT FENCING "X X X X X PLASTIC SHEETING X X X X X VEGETATIVE FILTER STRIPS X X X X X "= SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. 11CPff "I _'+E° PN%'P e' 881 DIGITALLY SIGNED 2029.07.28 18:382&0700 OREGON y9��TTRELEgP` IXPIMTION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2023 -OB -08 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map N Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR LDAP PLAN NOTES EC1.1 0 U U W w 0 I c Wall STORAGE DEPTH 1 O STORM DETAIL KEY NOTES BTM OF BAS ) SEE PLAN -----50----- EX. CONTOUR MAJOR 49 1 INSTALL GEOJUTE PLUS OR COCONUT FIBER MATTING, 2" PROP. CONTOUR MAJOR THICK LAYER OF PEA GRAVEL OR OTHER NON-FLOATING SEDIMENT CONTROL FENCE. MULCH. D 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. \/.\/.\/.\/.\ DRAINAGE LENS COURSE (t'- NO.4 OPEN GRADED ^ 3 AGGREGATE). 4 DRAINAGE FILL PER SPECS. 4 5 PLANTING SEE LANDSCAPE PLANS. ,o 6 DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP 0,0000 0,00, oso o, O, 0 0010 0 00 DRAINAGE LENS 12" MIN. O^ 0 0 O n 0 0 0. 0 O° 0 0 O e N Z O e o — 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. 0 O° 0 0 0° 0 0 0° 0 0° 0 0 0 0 0 0 O a 0 O a 0 O° O° 0 O° 0 0 0 O s o 0 0 0 0 0 - 0 II III II /\ III III III III III II n 1 TYPICAL STORMWATER FACILITY SECTION SCALE: NTS SHEET NOTES 1. CUT: 170 CY FILL: 55 CY 2. SITE SOIL IS TYPE C- MALABON-URBAN LAND COMPLEX 3. PROJECT IS LOCATED AT THE EDGE OF THE 20 YEAR WELLHEAD TIME OF TRAVEL ZONE. 4. ADDITIONAL SOIL INFORMATION CAN BE FOUND IN THE INFILTRATION TEST REPORT FROM BRANCH ENGINEERING, INC DATED 11/28/2022. 5. FLOOD NOTE: THE PROPERTY SHOWN HERON APPEARS TO LIE WITHIN OTHER AREAS ZONE X PER FIRM PANEL 41039C1 142F. ALL OF THE DISTURBED AREA IS WITHIN FLOOD ZONE X. – THERE ARE NO SPRINGS OR WETLANDS LOCATED ON THE PROPERTY. – THERE ARE NO DRINKING WATER SOURCE AREAS ON OR NEAR THE PROPERTY. SHEET LEGEND — — O STORM DETAIL KEY NOTES EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 49 1 INSTALL GEOJUTE PLUS OR COCONUT FIBER MATTING, 2" PROP. CONTOUR MAJOR THICK LAYER OF PEA GRAVEL OR OTHER NON-FLOATING SEDIMENT CONTROL FENCE. MULCH. D 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (t'- NO.4 OPEN GRADED ^ 3 AGGREGATE). 4 DRAINAGE FILL PER SPECS. 4 5 PLANTING SEE LANDSCAPE PLANS. J 6 DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN. 7 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS SHEET NOTES 1. CUT: 170 CY FILL: 55 CY 2. SITE SOIL IS TYPE C- MALABON-URBAN LAND COMPLEX 3. PROJECT IS LOCATED AT THE EDGE OF THE 20 YEAR WELLHEAD TIME OF TRAVEL ZONE. 4. ADDITIONAL SOIL INFORMATION CAN BE FOUND IN THE INFILTRATION TEST REPORT FROM BRANCH ENGINEERING, INC DATED 11/28/2022. 5. FLOOD NOTE: THE PROPERTY SHOWN HERON APPEARS TO LIE WITHIN OTHER AREAS ZONE X PER FIRM PANEL 41039C1 142F. ALL OF THE DISTURBED AREA IS WITHIN FLOOD ZONE X. – THERE ARE NO SPRINGS OR WETLANDS LOCATED ON THE PROPERTY. – THERE ARE NO DRINKING WATER SOURCE AREAS ON OR NEAR THE PROPERTY. SHEET LEGEND — — PROPERTY LINE 49 EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK SEDIMENT CONTROL FENCE. PLACE AT PROPERTY LINES, UNO C3. (SHOWN OFFSET FOR CLARITY). INLET PROTECTION 2 3.0 DRAINAGE FLOW DIRECTION TREE PROTECTION FENCE CONCRETE WASHOUT. INSTALL 20' FROM ANY STORM FACILITY OR INLET. CONSTRUCTION ENTRANCE Win{ MATERIAL STOCKPILE, EQUIPMENT STORAGE. TYPE AS SHOWN. I SCALE 1 INCH = 20 FEET 20 0 20 40 ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. Eugene, OR 9rPtill F S41.604.4909 11CPff "I P"%'P881 DIGITALLYSIGNED ¢OE_7.0 1aS8A6pT00' OREGON >y �477111A� ,�Jy y'11"rrREIV % EXPIRATION DATE! 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2023-06-08 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map "Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR LDAP PLAN ECIO e L- rRONTVIEW a'J S£G.MfFMTFFNCFANG LEGTFXT/LFBURYOETA/( TYPEI SECTION A -A PLANVIEW TERMINATION AT CORNER OR PROPERTY LINE CimTFx UIFWIT MSTS1FF1mS T,RNUEFINUSCONNFETION POSTSPNEIN..OVFBTAPrnNNEr IDN L£OTEYTI:E£NO CONN£CT/ONS SEDIMENT FENCE SCALE: NTS ACTaXNATE5E1NMFNTA5V( AN10T9ENCH1W TYPES CRVSIRUCTIONCN]RANC[-TYr'E AV. t .1T - m COVSTRUCT/ONENTRANCE- TYPE2 1 1 with ` Y a k 1 SECTION A A s S ECTIONaR .rrc L CO/STRVCf ENTRANCE TYPF3 !LYPC I OR 2 V.V/COSTING CURD, SECTION CC V1000EN CURB RAMP SECTION DD CONSTRUCTION ENTRANCE SCALE: NTS All 1 GEMExIILE/WIREMESR/AGGREGATE-TYPE] PREFARRICATEIR FILTER INNER! -TYPES AREA MAN PLAN <PFd RPCIx PEBSPECiILENEW �CRRBINIETaEgMENTOAM-TY➢E 10 WATrLE BARRIER WITH FILTER IINSEPT-CYPE LL 1--W- s (rwnw E00 %IOIECTON-ttPE 6 �CRRBINIETaEgMENTOAM-TY➢E 10 WATrLE BARRIER WITH FILTER IINSEPT-CYPE LL 1--W- INLET PROTECTION SCALE: NTS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. Eugene, OR IaPtIll 11CPff R P" fF R8 EFST2�1' e' 88168 9 DIGITALLY SIGNED 023 UM 18:6125-0700' OREGON 'fy �'1r71 10A� ,�Jy y9��TTRELEgP` EXPIRATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2028-06-08 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map "Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR LDAP DETAILS ECIO (rwnw 7: l ii �ORFBON � �� �amtnrmonm .M�A.mu, 6i.V1RARGBDMWING6 �� va nxuvwnvrvrzw,mc�. x ' I �Na - INIFi PROTECTeON �/ M, ttPE 3.3i 5. ]. 10 B11 vY p —nannrcn M�mOx>v RB IRLENPEISPECINENLW CGMPOST FILTER SOCY.OR WATLLE-ttPE] INLET PROTECTION SCALE: NTS ROWELL 6 R 0 KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel I b rokaw.com Architecture. Design. Strategy. Eugene, OR IaPtIll 11CPff R P" fF R8 EFST2�1' e' 88168 9 DIGITALLY SIGNED 023 UM 18:6125-0700' OREGON 'fy �'1r71 10A� ,�Jy y9��TTRELEgP` EXPIRATION DATE: 12/31/2023 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LDAP 2028-06-08 PROJECT TRACKING RBA #: 2234 PEIDP RR PM / PA: AB Project Name EC CARES Springfield Map "Tax Lot # 17-03-35-12-06800 Project Address XXX 8TH Street Springfield, OR LDAP DETAILS ECIO OT 15 SETBACK-} 10'4" I3 4' -L-T-- ------------ __ - r - -'- ALT -1 COVERED PLAY STRUCTURE LOCATE SANDBOX ON SLAB AS SHOWN - OPENING IN SLAB PER DETAIL IN Ir - .� SLAB PLAN - ALTERNATE L1" = 20'-0" IOBEI 1 r -z^ 011'-2" 74'-10" BUS #1 -EXISTING POL TO REMOVED G STREE :10'- BUS #2 64'-2" GENERALNOTES 1. REPAIRLAWN: REPAIR ALL DISTURBED AREAS. 2 IRRIGATION: ALL PLANTING AREAS STORMWATERAREAS LEGEND --- PROPERTYLINE ------ SETBACK LINE AND LAWN TO BE IRRIGATED- SEE SPEC. 3. STORMWATER: SEE CIVIL FOR STORMWATER DETAILS. EASEMENT 4. VENT WELLS: PROVIDE 18 GAUGE GALVANIZED STEEL FOUNDATION VENT WELLS WHERE SHOWN ON DRAWINGS. COORDINATE WITH FOUNDATION BLOCKOUTS BY OTHERS. S. PLAY EQUIP. AND PLAY CHIPS AROUND EQUIPMENT OFOL CONCRETE PAVING 6. PLAY CHIPS @ NATURE PLAY CFCI. 7. TRASH ENCLOSURE TO BE OFOL ENCLOSURE TO BE FREE STANDING ENCLOSURE WITH ROOF, WALLS AND GATES - SIM. TO IMAGE. SEE SPEC. EXISTING SIDEWALK TO REMAIN PROVIDED PLAYGROUND TILES OVER CONIC. SLAB ASPHALT 1 WOOD PLAYGROUND CHIPS SEE PLAN FOR DEPTH m SEE L-1.1 FOR DETAIL REFERENCES SITE PLAN - BASE BID 1 = 20,-0 - 0' 10' 20' 49 PAINTCURBFOR -S — — — DROP-OFF AREA -SEE CIVIL STO RMWATER AREA -IRRIGATED PLANT BED -IRRIGATED LAWM- IRRIGATED —F F— EXISTING FENCE TO REMAIN —'—'- -* —'— EXISTING FENCE TO TO BE REMOVED NEW STALL CHAIN LINK FENCE GATES- STANDARD HASP LOCKS WITH �--I ,j--'--' PADLOCK. GATES TO BE UNLOCKED AT I/ �J ALL TIMES OF OPERATION. CONCRETE MOW BAND • 4 STREETTREE • (E) STREET TREE TO BE RELOCATED • SITE TREE BASALT BOULDERS d .� WOOD ROUNDS/LOGS ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy STAMP RISTDPri['D.AND ��� F? EUGEN[, RECON 6003 OF REVISIONS TO THIS SHEET REV. DATE ASI -01 2023.08-07 ° d 2023.08-22 ASI -02 2023.0921 I . °CHEW FEI CE TO yRSPLA EXI NG, {ENCE ST . a 4 $1 DE I 1 le . of 6 of ^I ,R IIP a ° of vl $ol ' z LOT 11 LOT 12 a I I I an I I 1 p.. Q.a. J Id 41a ° L--- 389_54'09"E 64.00 n d e SEE L-1.1 FOR DETAIL REFERENCES SITE PLAN - BASE BID 1 = 20,-0 - 0' 10' 20' 49 PAINTCURBFOR -S — — — DROP-OFF AREA -SEE CIVIL STO RMWATER AREA -IRRIGATED PLANT BED -IRRIGATED LAWM- IRRIGATED —F F— EXISTING FENCE TO REMAIN —'—'- -* —'— EXISTING FENCE TO TO BE REMOVED NEW STALL CHAIN LINK FENCE GATES- STANDARD HASP LOCKS WITH �--I ,j--'--' PADLOCK. GATES TO BE UNLOCKED AT I/ �J ALL TIMES OF OPERATION. CONCRETE MOW BAND • 4 STREETTREE • (E) STREET TREE TO BE RELOCATED • SITE TREE BASALT BOULDERS d .� WOOD ROUNDS/LOGS ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy STAMP RISTDPri['D.AND ��� F? EUGEN[, RECON 6003 OF REVISIONS TO THIS SHEET REV. DATE ASI -01 2023.08-07 ADD -01 2023.08-22 ASI -02 2023.0921 SET ISSUE DATE PERMIT SET 2023-07-28 SPR/DISCRETIONARY USE 2023-03-21 SUBMITTAL PROJECT TRACKING PIC Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lo[ # t 17-0335-12-06700/06800 Project Address G Street Springfield, OR SITE PLAN L-1.0 ALL LOG ROUNDS TO BE CLEANED UP WITH NO SHARP EDGES. BARK MAY REMAIN ON LOG ROUNDS AS 10"-12' LONG AS SHARP EDGES ARE REMOVED. TYP. 4 8 12� ------ - ----- ------ ----- , ----- - ----- ----- 'hl` — C Mill 11 Nam (2) TOTAL (5) TOTAL -11 (1) TOTAL 3 F LOG ROUNDS - SECTION 1/2" = 1'-0" T, HEIGHT =-=- ao m REFERENCE AS SHOWN ON PLAN EASE ALL SHARP EDGES LOG ROUND ABOVE GRADE FINISH GRADE io (FIN. GRADE Q PLANTED a AREAS TO BE TOP OF MULCH - SAME DEPTH AS SHOWN IN DETAILS) PLAY CHIPS LOG ROUND BELOW GRRADE UNDISTURBED SUBGRADE DO NOT OVERSIZE HOLE COMPACT SOIL AROUND LOG ROUND ONCE IT IS IN PLACE BOULDERS, TYp. 2 I L-2.1 6 3 L-2.0 LOOUNDS, TYP L-1.1 i 1 5 Q I •� �21 CLIMGING I -PLAY EQUIP. W 1 s. STRUCTURE I' SWING SET F_ 1_SAN BOX T M BUS #1 G STRF n - V-110' (VARIES) LEGEND ROW E LL #4 REBAR - (4) PER LOG REBAR TO BE 2" MIN ---- PROPERTYLINE BELOWTOPOFLOG ` a WOOD PLUG — — — — — — SETBACK LINE B R O KAW BARK BELOW CUT l 1203 Willamette Street PLAN ALL LOG TO BE CLEANED UP WITH NO Suite 210 LOG ROUND ABOVE GRADE EASEMENT SHARP EDGES. Eugene, Oregon 97401 BARK MAY REMAIN ON LOG AS LONG ASCUT TOP SURFACE FLAT 541 485 1003 SHARP EDGES ARE REMOVED. FINISH GRADE rowel lbrokaW.COm __ PLAY CHIPS Architecture. Design. Strategy. �— LOG ROUND BELOW CONCRETE PAVING GRRADE i�� UNDISTURBED SUBGRADE o � DO NOT OVERSIZE HOLE —yl �_ } COMPACT SOIL AROUND SECTION LOG ROUND ONCE IT IS IN EXISTING SIDEWALK TO REMAIN PLACE .� HORIZONTAL LOGS L 1/2" = 1' 0" STAMP PLAYGROUND TILES OVER CONC. SLAB 4'� 286 , " gipT( •' —_ ASPHALT G RISTOPIVE'R.ANC FO �. �� s .----------------------- .�y EDGENE,CRECON ,4. 4 6003 C� WOOD PLAYGROUND CHIPS OF M,VU� \1 I REVISIONS TO THIS SHEET REV. ❑❑ STORMWATER AREA - IRRIGATED ASI -01 ADD -01 (2) 4'-0" W1 DE GATES V -d' TOTAL OPNG. LOT 12 I a I C i S89_54'09'E 64.00--- BUS #2 DETAIL REFERENCES Cc SITE PLAN - BASE BID 1 = 20,-0 0' 10' 20' 40 PLANT BED - IRRIGATED LAWN -IRRIGATED SET ISSUE DATE 2023.08-07 2023.08.22 DATE PERMIT SET 2023-07-28 SPR/DISCRETIONARY USE 2023-03-21 SUBMITTAL —F F— EXISTING FENCE TO REMAIN —'—'– –k —'— EXISTING FENCE TO TO BE REMOVED PROJECT TRACKING NEW 4'TALL CHAIN LINK FENCE GATES- STANDARD HASP LOCKS WITH RBA #: 2234 PADLOCK. GATES TO BE UNLOCKED P.I.C: Chris Andrejko I/\J AT ALL TIMES OF OPERATION. PM / PA: Lorri Nelson CONCRETE MOW BAND ProjeM Name EC CARES • STREEfTREE Springfield Y01 Map &Tax Lot# 17-0335-12-06700/06800 r (E) STREET TREE ToeERELOCATED ProjeM Address G Street Springfield, OR • SITE TREE SITE PLAN DETAIL REFERENCES BASALT BOULDERS WOOD ROUNDS/LOGS L=1 . 1 15'-4" 16'-2'• 10'-0" 5'-4" — EO II 4- CLEARANCE HANDRAIL, TI co L /LANDING O DOOR & RAMP DOWN RAMP vk I v ° I p I I c ' I (2) EO RISERS 4" MIN. / 7" MAX. Dl SOUTH PORCH -RAMP -STAIR J 1/4" - 1'-0" n1 NORTH PORCH -RAMP -STAIR 1/4 = 1-0 5.41 It 3 3/4" EO 1 1/2" DIA. STL. GUARDRAIL W/ 1/2" DIA. (ROUND) VERT. PICKEfSMMERE SHOWN ON PLAN CORE DRILL AND GROUT. TYP. SEE CIVIL FO f CONSTRI n HANDRAIL @ STAIR L 3/4" = 1'-0" D HANDRAIL @ RAMP ROWELL B R O KAW , 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP Ch l GANG SOS y s �y EUGENE, GREGON (� 6003 OF G REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE PERMIT SET 2023.07-28 SPR/DISCRETIONARY USE 2023.03.21 SUBMITTAL PROJECT TRACKING 7:1_E;�I�ItL! P.I.C: Chris Andrejk0 PM / PA: Lorri Nelson EC CARES Springfield Map & Tu Lot p 17-03 36-12-06700/06800 Project Address G Street Springfield, OR STAIR -RAMP - RAILING DETAILS L=10 vk I "p ° I p I I I EO 1 1/2" DIA. STL. GUARDRAIL W/ 1/2" DIA. (ROUND) VERT. PICKEfSMMERE SHOWN ON PLAN CORE DRILL AND GROUT. TYP. SEE CIVIL FO f CONSTRI n HANDRAIL @ STAIR L 3/4" = 1'-0" D HANDRAIL @ RAMP ROWELL B R O KAW , 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP Ch l GANG SOS y s �y EUGENE, GREGON (� 6003 OF G REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE PERMIT SET 2023.07-28 SPR/DISCRETIONARY USE 2023.03.21 SUBMITTAL PROJECT TRACKING 7:1_E;�I�ItL! P.I.C: Chris Andrejk0 PM / PA: Lorri Nelson EC CARES Springfield Map & Tu Lot p 17-03 36-12-06700/06800 Project Address G Street Springfield, OR STAIR -RAMP - RAILING DETAILS L=10 MULCH TO BE 2" CLEAR FROM TRUNK MULCH REMOVE ALL BINDINGS FROM ROOT BALL IMPORTED SOIL COMPACTED TOPSOIL BELOW ROOT BALL SCARIFIED SUBGRADE F— TYP. SHRUB PLANTING •7 1/2" = 1'-0" 2'-4" DIA. -� T-0" DIA. — FINISH GRADE DATE SIZE OF BOULDER 2023-08-07 BOULDER ABOVE GRADE 1' MULCH 28 / / T36 PLANT BED SOIL m X1111�r PERMIT SET BELOW GRADE �BOULDER 2023.03.21 COMPACTEDGRAVEL SUBMITTAL BASE -MIN. *'BELOW BOULDER —1� UNDISTURBED SUBGRADE SECTION @ PLANT BED BOULDER DETAILS 2'-4" DIA. V-0" T-0" DIA. — SIZE OF DATE SIZE OF BOULDER 2023-08-07 BOULDER ABOVE GRADE ABOVE GRADE 28 / T36 PLAN ALL BOULDERS AND PLACEMENT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION MITER CORNERS BOULDER SIZE AS p SHOWN ON PLAN 2p - BOULDER ABOVE GRADE FINISH GRADE PLAY CHIPS BOULDER BELOW GRADE I- UNDISTURBED SUBGRADE DO NOT OVERSIZE HOLE „III -11I COMPACT SOIL AROUND SECTION @ PLACEERONCE ITISIN PLAY CHIPS FENCE POST PLAN SECTION ROWELL 4x10 OF W N g R O KAW I HL57GPC ANGLENGLE WITH I GUSSET - LAG SC RENS PER MFR. RECOMMENDATIONS V SQUARE OPENING WOOD FINISH SAME AS THAT AT COVERED PLAY STRUCTURE (2) 2X6 EDGE BOARD DECKING WD. BOARDS AS SHOWN SIMPSON HL57GPC ANGLE 777 z z 2 WITH GUSSET 0 EA. 3 CORNER - LAG SCREWS PER '� -_ a MFR. RECOMMENDATIONS 4x10 OF -PAINTED 'i FILTER FABRIC TOP OF CONIC. SLAB TK CEDAR S4S- CLEAR FINISH, TYP. ,� SAND BOX 1 1" = 1'-0" MOW BAND GENERAL NOTES: 1. CONTROL JOINT AT 4'-0" MAX., TYP. (1)#404'O.C. (2) #4 CONTINUOUS NOTE. ( PLAYGROUND PATCH / REPAIR LAWN TREES SHALL HAVE SINGLE, STRAIGHT,RM11O))) CHIPS -1'NA DE 6" DEEP UNIFOLYTAPERING TRUNK. TREES WITH DAMAGED, CROOKED OR TOPPED 3 IMPORTED SOIL, LEADERS WALL BE REJECTED. MINIMUM 2X2 OR 2' ROUND MOD STAKES - (2) a EACH TREE PLACE ON NORTH & SOUTH SIDE OF TREE DO NOT PIERCE ROOT BALL REMOVE AFTER ONE GROWNG SEASON SEPARATE LOOPED TIE AT EACH STAKE - REMOVE AFTER ONE GROWNG SEASON CROWN OF ROOT BALL - REMOVE ALL BINDING AND NON -BIODEGRADABLE MAPPING - REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. Y MULCH - KEEP Z' FROM TRUNK OF TREE MULCH RING= 4' DIAMETER LAWN FIN. GRADE PLANTING SOIL -SEE SPECS. COMPACTED SOIL MOUND -COMPACT TO 85_90% NATIVE SOIL OR SUBGRADE MATERIAL DIA. MULCH RING NOTE: EXCAVATION TOM PERFORMED Wlni A TOOTHED BUCKET OR OTHERWISE SCARIFIED TO A MN. 4" DEPTH. OBTAIN LANDSCAPE ARCHITECTS APPROVAL OF EXCAVATED AREAS PRIOR TO INITIAL SOIL 8 TYP. TREE @ LAWN PLACEMENT. O1/211 = 1'-0" r REVISIONS TO THIS SHEET REV. DATE ASI -01 2023-08-07 (1) #40 4' O.C. (2) #4 CONTINUOUS (E)SIDEWALK SET ISSUE r1I1, 11 X1111�r PERMIT SET 2023.07-28 SPR/DISCRETIONARY USE 2023.03.21 SUBMITTAL PLANT BED IMPORTED SOIL MIN 18" DEPTH / 24" 0 TREES IM PLAYGROUND TILES > CONIC. SLAB & GRAVEL BASE - SEE CIVIL -"' UNDISTURBED SUBGRADE OPENING @ SLAB FOR SANDBOX BOTTOM 0' 6" 1' 2' FENCE POST PLANT BED IMPORTED SOIL MIN 18" DEPTH / 24 0 TREES Y Y M .17,17 17 rte= io a' 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy STAMP alsro�11E4 o.arre ao ��, s d, EUGENE, OREGON 6003 6 OF G UNDISTURBED SUBGRADE COMPACTED 3/4 CRUSHED ROCK -i' V-2" 6" n MOW BAND @ (E) SIDEWALK �F 3/4"=1'-0" (1)#404'O.C. (2) #4 CONTINUOUS FENCE PC CONIC. SLAB LAM -6"DEEP GRADE 3' Y in IMPORTEDSOIL, CI MINIMUM UNDISTURBED SUBGRADE COMPACTED 3/4 CRUSHED ROCK X 1'-2" 6" A n MOW BAND @ PLANT BED/LAWN / 3/4" = 1'-0" (1)#404'O.C. (2) #4 CONTINUOUS PATCH / REPAIR LAWN - V WIDEX 6" DEEP IMPORTED SOIL, MINIMUM III III—_III UNDISTURBED 1 SUBGRADE COMPACTED 3/4 CRUSHED ROCK F&_1 MOW BAND @ SIDEWALK 3/4" = 1'-0" PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Prajed Name EC CARES Springfield Map & Tax Lot # 17-03 36-12-06700/06800 Prejec[Address G Street Springfield, OR SITE DETAILS L-2.1 REVISIONS TO THIS SHEET REV. DATE ASI -01 2023-08-07 (1) #40 4' O.C. (2) #4 CONTINUOUS (E)SIDEWALK SET ISSUE DATE PERMIT SET 2023.07-28 SPR/DISCRETIONARY USE 2023.03.21 SUBMITTAL UNDISTURBED SUBGRADE COMPACTED 3/4 CRUSHED ROCK -i' V-2" 6" n MOW BAND @ (E) SIDEWALK �F 3/4"=1'-0" (1)#404'O.C. (2) #4 CONTINUOUS FENCE PC CONIC. SLAB LAM -6"DEEP GRADE 3' Y in IMPORTEDSOIL, CI MINIMUM UNDISTURBED SUBGRADE COMPACTED 3/4 CRUSHED ROCK X 1'-2" 6" A n MOW BAND @ PLANT BED/LAWN / 3/4" = 1'-0" (1)#404'O.C. (2) #4 CONTINUOUS PATCH / REPAIR LAWN - V WIDEX 6" DEEP IMPORTED SOIL, MINIMUM III III—_III UNDISTURBED 1 SUBGRADE COMPACTED 3/4 CRUSHED ROCK F&_1 MOW BAND @ SIDEWALK 3/4" = 1'-0" PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Prajed Name EC CARES Springfield Map & Tax Lot # 17-03 36-12-06700/06800 Prejec[Address G Street Springfield, OR SITE DETAILS L-2.1 I of eut i ix ow Latin Name(Cemmm Name) SIZE SPACING 19 eoutelma gradk'Bbnde Pmbtlbn' 1gal. 1T.(Blue Gmko biFba'Pdneetem Story' (Princeton Sentry Ginko) Gamma Grass) t F.m. 2 O Cam Alia japoda'ButletmFr 3gal. 48"oc 1"nl (ButtemintGmdla) 3 Cdnus Abe TailraW 3gal. r. (Ivory Halo Dogwood) gmd.1i ®Fdhergila (D.vad Fellmagila) 3gal. W. 136 Jmms Patens 0 4" 1r. (Patens Rush) 5 O Mahmm eurybmdeak'So6 C... 2gal. Woe (Mahonia SM Caress) 51 Nandin. dmnead.'Lem. Ume' ® 2gal Woe (Lemon Lime NaryFa) 15 0 Pennkdum alagecurades 1gal. 24"oc (Hame Fmnkin Grass) 22 �y" Pennkdum alapecurades 1gal. 36"oc (Feudain Grass) 4 ® Rudbeelda 19al. 18"m (Black Eyed Su.) ® Sperma Bdulbla 1 gal' 7. (Shiny Leaf Spires) 6 Sperm a japmya'Geld Momd' 39a1. (Gold Mount Sperm) 46 O vbumem easidl ® 39a1. 3P oc (Davy vbumem) OTY tatln Name(Cemmm Name) SIZE 12'�La9asy ` _i 2 Gmko biFba'Pdneetem Story' (Princeton Sentry Ginko) 1.5"ed. t F.m. oaf 3 Magnolia stellate Royal Sta' (Royal Star Magnolia) 1"nl LEGEND WOOD PLAYGROUND CHIPS LAWN .:r ALL LAWN AND PLANTING AREAS TO BE IRRIGATED PLANTING PLAN u 1 = 20'-0" 1 o' o' zo a ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP �GTSTEI� 803 �® LORRI A NELSON C810912013 s� OREGON REVISIONS TO THIS SHEET REV. DATE ADD -01 202303-22 SET ISSUE DATE PERMIOT 2023.07-28 SPR/DISCRETIONARYUSE 2023.03.21 SUBMITTAL PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Nroleet Name EC CARES Springfield Map & Tax Ld # 17-03 36-12-06700/06800 Project Address G Street Springfield, OR PLANTING PLAN L=10 E ro THE. INGRAPE —REW.aLE=WERE JEER FQRDESIGN, .TM.VE HROE (LL)PRE EREPER CCHLEP REQUIRED SPECIAL INSPECTIONS DESIGN CR17ERIA INSPECTION EDGE NNWG FELDNNLNG CODE OR FREQUENCY SYSTEM OR MATERIAL 4&24 MIN. 1W®6'0 C. DEED CODE NONE .. REMARKS BEAM LENGTH DOWNSPOUT AT IIA & 1/C; D STANDARD B•P REFERENCE REFERENCE CONTINUOUS PERIODIC OBSERVE STRUCTURAL STEEL AM MASS S S• -O. NATERIALVERIFICKTRN OF WELD 1-0. SO AFSC ]@IN32 X MWUFACNRER'G FILLER MATERIALS TABLE 171G3 AIR CERTIFIED TEST REPORTS Fl '.T_ F)IN T. 'EREEEREER PROPER I I I I HEQ' I I I I REQUIRED SPECIAL INSPECTIONS THICKNESS INSPECTION EDGE NNWG FELDNNLNG CODE OR FREQUENCY SYSTEM OR MATERIAL 4&24 MIN. 1W®6'0 C. DEED CODE NONE .. REMARKS BEAM LENGTH DOWNSPOUT AT IIA & 1/C; D STANDARD B•P REFERENCE REFERENCE CONTINUOUS PERIODIC OBSERVE STRUCTURAL STEEL AM MASS S S• -O. NATERIALVERIFICKTRN OF WELD 1-0. SO AFSC ]@IN32 X MWUFACNRER'G FILLER MATERIALS TABLE 171G3 AIR CERTIFIED TEST REPORTS Fl AS DOCUMENTS I I I I HEQ' I I I I FOR STORM CONNECTION. SINGLE PASS FILLETWELDS G GREATER THAN S18' TABLE i]16] X ALL WELDS VOUALLY INSPECTED PER AWS D1.189 e SINGLE GLE PASS FILLET WELDS LE55 SECTOR 8 1 I II I THAN OR EQUAL TO S14 X m WOOD CONNECTIONS FOR DIAPHRAGM G1R 3-18"X CHORDS, COLLECTORS, 1T6.113 X ALL FASTFNERSCCNNECTgNS BRACING AND SHEAR WALL VISUALLY INSPECTED __I GEOTECHNICAL VERIFY MATERIALS BELOW SHALLOW FWNWTICNSARE A112 X ADEDUATETO ACHIEVETHE DESIGN BEARING CAPACITY TABLEIA68 I PRESCIPTIVE LOAD BEARNG VALUES PER TABLE I8112 FOR VERIFY EXCAVATIONS ARE I EXTENDED TO PROPER DEPTHSILTY-SAND X SOIL AND HAVE REACHED PROPER MATERIAL 3 ROOF SHEATHING SCHEDULE THICKNESS APASPANRATNG EDGE NNWG FELDNNLNG BLOCKING NOTES MAY 4&24 MIN. 1W®6'0 C. 1W®17'0 C. NONE .. a0S T.O. P( 467-& SLUT RUBBER PLAY! PROTECTIVE SURFA GRADE W/18"D TRIC PROVIDE 4"MIN. CO T DIA. SCH 40 PJC 0 PAINTED TO MATCH FERNI COUPLER E DOWNSPOUT AND CI STORM DRAIW. REFF CIVIL UTILITY PLAN ALT #1 Covered play structure, rubber surfacing, and footings shown on sheets A-111 & A-112. Concrete slab to be included in base bid, see Civil. COVERED PLAY AREA SECTION 1/4" = 1'-0" A-111 3 n n A-111 n R ROOF FRAMING PLAN L 1/8" = 1'-0" \SHED LINES INDICATE .YWOOD SHEATHING LAYOUT. "ART AT HATCHED LOCATIONS "DIA. CONCRETE PIER )CITING BELOW GRADE YYI LU MLI AL RVUPII UVLR MP, SELF ADHERED iNE UNDERIAYMENT. T.O. POST HI! G( 470' - 0" '8"X15" BEAMS AND LOW END 81 RAFTER, TYP. LAB WITH M SIDEWALK r.o. SLAB REF. GRADING PLAN T.O. FOOTING OL 456' - 10", TYP. �` f - OVERALL ROOFWDTH 1• -0'• T-0•_VER-1ANC - (2)3" DIA. SCH 40 PVC OVERHANG 42-0' .. BEAM LENGTH DOWNSPOUT AT IIA & 1/C; D B•P PAINTED TO MATCH POSTS. S S• -O. S• -R1 4-0.. 4-0.. 4-0.. 4-Q. 4-0.. 4-0.. 4-0.. S• -R. 1-0. D Fl I I I I HEQ' I I I I FOR STORM CONNECTION. G e 1 I II I b m G1R 3-18"X __I A112 I I T I I 3 0 o _ A-112 GL83 118113.5' TYP. — JOINTS DASHED S I I I I m A -- - 2-1/7 RUBBER PLAYGROUND I I G B 118"X - I — PROTECTIVE SURFACING ON I I I I L R ROOF FRAMING PLAN L 1/8" = 1'-0" \SHED LINES INDICATE .YWOOD SHEATHING LAYOUT. "ART AT HATCHED LOCATIONS "DIA. CONCRETE PIER )CITING BELOW GRADE YYI LU MLI AL RVUPII UVLR MP, SELF ADHERED iNE UNDERIAYMENT. T.O. POST HI! G( 470' - 0" '8"X15" BEAMS AND LOW END 81 RAFTER, TYP. LAB WITH M SIDEWALK r.o. SLAB REF. GRADING PLAN T.O. FOOTING OL 456' - 10", TYP. �` 1 FOUNDATION / SLAB PLAN A -1n 1/8" = 1'-0" ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP RISTOFFHER D. AN '0 �yUGENE,OREGON 6003 C7' ®I+' C"v REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% BID 2023.07.28 PROJECT TRACKING RBA #: 2234 P.I.C: CHRIS ANDREJKO PM / PA: LORRI NELSON Project Name EC CARES SPRINGFIELD Project Address 812 G STREET SPRINGFIELD, OR COVERED PLAY AREA - PLANS & SECTION A-111 - - - - - - (2)3" DIA. SCH 40 PVC ALVANIZED T SCH 40 .. DOWNSPOUT AT IIA & 1/C; TD) POSTS, TRIP. PAINTED TO MATCH POSTS. - REFER TO CIVIL UTILITY PIAN e FOR STORM CONNECTION. 1 _ SLAB ON GRADE CONTROL JOINTS DASHED m -- - 2-1/7 RUBBER PLAYGROUND --- - PROTECTIVE SURFACING ON S SLAB ON GRADE W/ - THICKENED SLAB EDGE - . PROVIDE FOAM ISOLATION T OUTSIDE RAFTERS COLI -AR AT EA COLUMN -END OF BEAM 2 b ` -RUBBER SURFACING TRANSITION ON ALL SIDES B" a OJNCRETESIDEWAUL ~ REFER TO SITE PLAN -=RUBBER ADA d -- TRANSITIONIRAMP 1 FOUNDATION / SLAB PLAN A -1n 1/8" = 1'-0" ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP RISTOFFHER D. AN '0 �yUGENE,OREGON 6003 C7' ®I+' C"v REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% BID 2023.07.28 PROJECT TRACKING RBA #: 2234 P.I.C: CHRIS ANDREJKO PM / PA: LORRI NELSON Project Name EC CARES SPRINGFIELD Project Address 812 G STREET SPRINGFIELD, OR COVERED PLAY AREA - PLANS & SECTION A-111 GLB RAFTER W/ NOTCHED ENDS LAP ROOF UNDERLAYMENT OVER GUTTER 10 114" 1" 4M DE GUTTER STRAP @ 36" O.C. FASTEN GUTTER STRAP TO RIB OF METAL ROOFING. CONT. SHEET METAL GUTTER CONT. 2X FASCIA FASTENED TO ENDS OF GLULAM RAFTER T DIA. PREFINISHED ALUMINUM DOMSPOUT GUTTER FLASHING 1"w .y-3"-i�' m ROOF EDGE DETAIL 1" = 1'-0" CENTER PLYWOOD SHEATHING JOINT ON GLULAM BEAM. LAYOUT PER ROOF FRAMING PLAN W A-111 POST/BEAM SADDLE DETAIL V = 1'-n" ALT #1 Covered play structure, rubber surfacing, and footings shown on sheets A-111 & A-112. Concrete slab to be included in base bid, see Civil. GLB BLOCKING BE VIEEN RAFTERS NOTCH TOP OF BEAM SO RAFTER IS CONTINUOUS CONCEALED FLANGE, FACE MOUNT HANGER. SIMPSON HUC3.2N PL1/4" BEAM SADDLE AT POST, TYP. (4)17 GALV. BOLTS, WASHER & NUT PL1/4" CAP AT TOP OF POSTS, TYP CORRUGATED METAL ROOFING FULL COVERAGE, SELF ADHERED LROOFING UNDERLAYMENT PLYWOOD SHEATHING; PER SHEATHING SCHEDULE GLULAM RAFTER CONCEALED FLANGE RAFTER HANGER 1/4" PL STEEL SADDLE, BOTH SIDES OF BEAM 1/4" PL STEEL POST CAP CSW 40 POST CORRUGATED METAL ROOFING O FASTEN FLASHING EVERY RIB OR 1T O.C. TOP CLOSURE SET 16d 610.C. IN SEALANT GLB BLOCKING, BEVEL TOP PEAK FLASHING 1W TOENAIL @ 6"O.C. -_ LAPROOFUNDERLAYMENT ---- OVER CLEAT CONT. 2X FASCIA FASTEND TO END OF RAFTER RAFTER EXTENSION REMOVE TOP OF GL BEAM SO THAT RAFTER EXTENSION IS CONTINUOUS CONCEALED FLANGE, FACE MOUNT HANGER. SIMPSON PEAK FLASHING&CLEAT HUC3.25/8 4 l II I II C ,M1 r ROOF EDGE / GUTTER DETAIL Ay I ill = 1•-0.. 6" SCH 40 POST BEYOND T SLAB ON GRADE WITH THICKENED SLAB EDGE N Q 16" O.C. EA. WAY AT SLAB CL 94 @ 16" O.C. (2)17 X 1T THREADED ROD W1 NUT EA. SIDE, (1) EA. WAY AT TOP AND BOTTOM OF POST EMBEDMENT C +++++v 1111v. ''!+•.•+•+1 m m +++ 1a ++ 1 -i -s •rrrrrrrr_•r-� GLULAM RAFTER CONCEALED FLANGE RAFTER HANGER 1/4" PL STEEL SADDLE, BOTH SIDES OF BEAM 1/4" PL STEEL POST CAP CSW 40 POST CORRUGATED METAL ROOFING O FASTEN FLASHING EVERY RIB OR 1T O.C. TOP CLOSURE SET 16d 610.C. IN SEALANT GLB BLOCKING, BEVEL TOP PEAK FLASHING 1W TOENAIL @ 6"O.C. -_ LAPROOFUNDERLAYMENT ---- OVER CLEAT CONT. 2X FASCIA FASTEND TO END OF RAFTER RAFTER EXTENSION REMOVE TOP OF GL BEAM SO THAT RAFTER EXTENSION IS CONTINUOUS CONCEALED FLANGE, FACE MOUNT HANGER. SIMPSON PEAK FLASHING&CLEAT HUC3.25/8 4 l II I II C ,M1 r ROOF EDGE / GUTTER DETAIL Ay I ill = 1•-0.. 6" SCH 40 POST BEYOND T SLAB ON GRADE WITH THICKENED SLAB EDGE N Q 16" O.C. EA. WAY AT SLAB CL 94 @ 16" O.C. (2)17 X 1T THREADED ROD W1 NUT EA. SIDE, (1) EA. WAY AT TOP AND BOTTOM OF POST EMBEDMENT ROOF EDGE DETAIL - RAKE F. =1.-u 9-1 CONCRETE PIER DETAIL ill= 1-011 TYPICAL FOOTING & SLAB EDGE DETAIL V = 1'-n" RUBBER PLAYGROUND PROTECTIVE SURFACE RUBBER FALL SURFACE TRANSITION AT SIDEWALK SIDEWALK FOOTING iO". yp FOOTING Y ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP RISTGi1iERX00 n y EUGENE, OREGON 6003' or 0 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% BID 2023.07.28 PROJECT TRACKING RBA #: 2234 P.I.C: CHRIS ANDREJKO PM / PA: LORRI NELSON Project Name EC CARES SPRINGFIELD Prelect Address 812 G STREET SPRINGFIELD, OR COVERED PLAY AREA - DETAILS A-112 +++++v 1111v. ''!+•.•+•+1 tJ�i .. +++ 1a ++ 1 -i -s •rrrrrrrr_•r-� ti iiiiiiii' + i�i�i�i�i-i�i.•i�+iii - srrssr rT^rR^r: Ems 1+++ +S_SSSSSSS'SS SSSSSSS S++ +1 +_+_+_1: :+:+_+_+_+_+_+_+_+:++_ .+_•i _+_AAAA+.++_+_+_+_ 111.;. i_++1111111,+11111 i++1+::+_• ROOF EDGE DETAIL - RAKE F. =1.-u 9-1 CONCRETE PIER DETAIL ill= 1-011 TYPICAL FOOTING & SLAB EDGE DETAIL V = 1'-n" RUBBER PLAYGROUND PROTECTIVE SURFACE RUBBER FALL SURFACE TRANSITION AT SIDEWALK SIDEWALK FOOTING iO". yp FOOTING Y ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP RISTGi1iERX00 n y EUGENE, OREGON 6003' or 0 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE 100% BID 2023.07.28 PROJECT TRACKING RBA #: 2234 P.I.C: CHRIS ANDREJKO PM / PA: LORRI NELSON Project Name EC CARES SPRINGFIELD Prelect Address 812 G STREET SPRINGFIELD, OR COVERED PLAY AREA - DETAILS A-112 GENERAL NOTES - ELECTRICAL A. ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETESET OF PLANS AND CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REFERENCING: CIVIL PLANS FOR ADDITIONAL SITE UTILITY INFORMATION, MODULAR BUILDING CONTRACT DRAWINGS FOR EQUIPMENT TERMINATION LOCATIONS AND ROUGH -IN REQUIREMENTS. B. INTERIOR DISTRIBUTION EQUIPMENT, POWER DEVICES, EQUIPMENT CONNECTIONS, LIGHTING, AND LIGHTING CONTROLS ARE FURNISHED AND INSTALLED BY THE MODULAR BUILDING SUPPLIER. COORDINATE ROUGH -IN LOCATIONS WITH THE FINAL SUBMITTED AND APPROVED MODULAR BUILDING PLANS PRIOR TO PROCUREMENT AND INSTALLATION. �I�l�l�►[�11��q�xN1:7[9_11 A. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES. B. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE SHALL BE THE STANDARD FOR THE ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED. NOTIFY DESIGN TEAM OF ANY DISCREPANCIES BETWEEN THE PROJECT MANUAL OR DRAWINGS AND THE GOVERNING CODE. C. REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF APPLICABLE CODES. INSTALLATION NOTES - ELECTRICAL A. CONTRACTOR IS RESPONSIBLE FOR OPENINGS IN WALLS CREATED BY THEIR WORK. PENETRATIONS SHALL BE SEALED IN ACCORDANCE WITH THE RATINGS OF THE AFFECTED WALL. OPENINGS IN EXTERIOR WALLS SHALL BE MADE WATERTIGHT. REFER TO ARCHITECTURAL CODE PLAN FOR RATED WALLS. L- ELECTRICAL ABBREVIATIONS A DEVICE MOUNTED+8" ABOVE NIC NOT IN CONTRACT COUNTER TOP (VERIFY LOCATION) NM NONMETALLIC AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE ATS AUTOMATIC TRANSFER SWITCH OC ON CENTER C CEILING OFCI OWNER FURNISHED CB CIRCUIT BREAKER CONTRACTOR INSTALLED CT CURRENT TRANSFORMER OFOI OWNER FURNISHED, E EXISTING ITEM TO REMAIN OWNER INSTALLED EC ELECTRICAL CONTRACTOR R EXISTING ITEM TO BE REMOVED EM EMERGENCY LIGHT FIXTURE RR EXISTING ITEM TO BE REMOVED AND ER NEW LOCATION OF EXISTING ITEM RELOCATED F ROUGH IN FOR FUTURE DEVICE RN EXISTING ITEM TO BE REMOVED AND FAAP FIRE ALARM ANNUNCIATOR PANEL REPLACED WITH NEW FACP FIRE ALARM CONTROL PANEL SCCR SHORT CIRCUIT CURRENT RATING FSD FIRE SMOKE DAMPER T TAMPER PROOF DEVICE G GROUND FAULT CIRCUIT INTERRUPTER TCC TEMPERATURE CONTROL CONTRACTOR GND GROUND TV TELEVISION KVA KILO -VOLT-AMPERES TYP TYPICAL KW KILOWATTS UPS UN INTER RU PTIBLE POWER SUPPLY MC MECHANICAL CONTRACTOR V VOLTS MCB MAIN CIRCUIT BREAKER VA VOLT-AMPERES MDP MAIN DISTRIBUTION PANEL WG WIREGUARD COVER MFR MANUFACTURER WP WEATHERPROOF DEVICE MLO MAIN LUGS ONLY WR WEATHER RESISTANT DEVICE N NEW DEVICE IN EXISTING LOCATION +24" INDICATES MOUNTING HEIGHT CENTER LINE OF DEVICE TO FINISHED FLOOR GENERAL SYMBOLS E CONDUIT SLEEVE JQ JUNCTION BOX, CEILING OR FLOOR MOUNTED. T JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED. 10_/ CIRCUIT HOMERUN, CONCEALED CONDUIT OR CABLE ® KEYNOTE X EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE ' SM DETAIL DRAWING REFERENCE TAG, SIM -SIMILAR, TYP-TYPICAL, OPP-OPPOSITE A101 SHEET REFERENCE POWER SYMBOLS T JUNCTION BOX, WITH PULL STRING, WALL MOUNT, REFER TO PLAN OR DETAIL FOR MOUNTING HEIGHT ,re GROUND BAR ❑T UTILITY TRANSFORMER UTILITY METER sP0 SURGE PROTECTIVE DEVICE LD SAFETY DISCONNECT SWITCH PANELBOARD- SURFACE MOUNTED PANELBOARD- RECESSED IN WALL ® SURFACE MOUNTED ELECTRICAL DISTRIBUTION EQUIPMENT ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l N OREGON ^ Z A14, ti° op�Q EXPIRES: 0=5 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS TELECOMMUNICATIONS CABLING SCHEDULE SYSTEM SERVED UNSHIELDED TWISTED PAIR CATEGORY HORIZONTAL CABLE COLOR DATA JACK COLOR PATCH CORD COLOR STATION CORD COLOR FIRE DETECTION AND ALARM AS REQUIRED BY CODE &MFR RED RED RED RED DATANOICE CATEGORY SA BLUE BLUE BLUE BLUE WIRELESS ACCESS POINT CATEGORY SA WHITE WHITE WHITE WHITE NOTE: ALL CABLING SHALL BE PROVIDED A 10 FOOT SERVICE LOOP ON EACH END OF THE HORIZONTAL RUN. MANAGE ALL CABLING WITH HOOK AND LOOP TYPE FASTENERS. USE OF ZIP TIES SHALL NOT BE ACCEPTED. TECHNOLOGY GENERAL NOTES A. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH -IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITEDTO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGSAND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK OF INSTALLED EQUIPMENT WILL BE AT THE CONTRACTOR'S EXPENSE. B. INCORPORATE INTO INSTALLATION COMMUNICATIONS AND LIFE SAFETY/SECURITY SYSTEM SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND OTHER APPLICABLE REQUIREMENTS. C. EACH TRADE IS RESPONSIBLE TO MAKE PENETRATIONS WHERE REQUIRED IN EXISTING OR NEW WALLS, FLOORS, AND CEILINGS. PENETRATIONS SHALL BE NEAT. ANY OVERCUT SHALL BE CONCEALED OR CAULKED. OPENINGS IN EXTERIOR WALLS SHALL BE MADE WATERTIGHT. D. ALL NEW CONDUITS SHALL BE PROVIDED WITH A FULL LENGTH NYLON PULL STRING TO ALLOW EASE OF CABLE INSTALLATION. TELECOMMUNICATIONS DISTRIBUTION NOTES A. PROVIDE PENETRATIONS AND PATHWAYS AS REQUIRED TO ROUTE ALL CABLING INFRASTRUCTURE ILLUSTRATED IN THE DRAWINGS. TREAT EACH NEW PENETRATION AS A 1 -HOUR FIRE RATED WALL UNLESS OTHERWISE NOTED. PROVIDE REQUIRED FIRE STOPPING TO MAINTAIN THIS RATING. B. REAM CONDUIT TO REMOVE BURRS AND ROUGH EDGES. PROVIDE PROTECTIVE BUSHING AT THE END OF ANY CONDUIT STUB TO PROTECT CABLING INFRASTRUCTURE. C. PROVIDE CABLE SUPPORT FOR ROUTING ALL NEW INFRASTRUCTURE. INSIDE OF ABOVE ACCESSIBLE CEILING SPACES, CABLING CAN BE FLOWN FREE-AIR UTILIZING J -HOOKS, BRIDLE RINGS AND OTHER ACCESSORIES TO SUPPORT CABLING. CABLE SHALL NOT BE ALLOWED TO REST ON TOP OF CEILING TILES OR TO UTILIZE GRID SUPPORT SYSTEM. D. ALL OPEN CEILING AREAS SHALL HAVE CABLING CONCEALED IN CONDUIT. EXPOSED CABLING SHALL NOT BE ACCEPTED. E. ROUTE CONDUIT SERVING WORK AREA DATA OUTLETS VERTICALLY, CONCEALED WITHIN THE WALL FROM OUTLET BOXES TO ABOVE ACCESSIBLE CEILING. PROVIDE PROTECTIVE BUSHINGS AT THE CONDUIT TERMINATIONS FOR CABLING PROTECTION. EQUIPMENT ROOM FITTINGS NOTES A. TELECOMMUNICATIONS CABINET LOCATION SHALL BE APPROVED BY THE OWNER AND MODULAR BUILDING CONTRACTOR PRIOR TO ANCHORING OR INSTALLING EQUIPMENT. PROVIDE A PRE -CONSTRUCTION COORDINATION MEETING AND INCLUDE DESIGN TEAM AND OWNER TO ENSURE PROPER CONFIGURATION OF SCHEDULED EQUIPMENT. ROOM LAYOUT ILLUSTRATED IN THE DRAWINGS IS FOR BID PURPOSES ONLY. B. BIDDING CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS FOR TELECOMMUNICATION ROOM WALL COVERINGS: a. PROVIDE AC GRADE PLYWOOD THAT IS PAINTED ON ALL SIDES WITH TWO COATS OF A WHITE FIRE -RETARDANT PAINT. b. PROVIDE FIRE -RETARDANT AC GRADE PLYWOOD THAT IS PAINTED WHITE BUT LEAVING THE FIRE RETARDANT MARKINGSISEAL EXPOSED FOR INSPECTION PURPOSES. C. ANCHOR RACK/CABINET TO WALL UTILIZING MANUFACTURER APPROVED HARDWARE. D. PROVIDE ALL REQUIRED CABLE TRAY/RUNWAY ACCESSORIES INCLUDING BUT NOT LIMITED TO: WATERFALL RADIUS DROP, OFFSETS, BRACKETS, AND RACK ATTACHMENT HARDWARE. E. CLEAN ALL SURFACES OF ROOM PRIOR TO OWNER'S INSTALLATION OF ACTIVE NETWORK EQUIPMENT. CABLING NOTES A. CATEGORY CABLING SERVING DATA AND VOICE APPLICATIONS SHALL BE TESTED TO ENSURE ALL ELECTRICAL CHARACTERISTICS ARE COMPLIANT WITH THE SPECIFIED CLASSIFICATION (BAND/OR BA). UTILIZE FLUKE DSX EQUIPMENT OR EQUIVALENT AND PROVIDE ELECTRONIC RESULTS DURING CLOSEOUT PROCEDURES. ANY INSTANCE OF CABLING FAILING THE PERFORMANCE TEST SHALL BE RECTIFIED BY THE CONTRACTOR THROUGH RE -TERMINATION OR RUNNING NEW CABLING AT NO COST TO THE OWNER. B. PROVIDE A CERTIFIED INSTALLATION BY THE MANUFACTURER. ENSURE THE WARRANTY IS PROVIDED AS THE SPECIFICATIONS REQUIRE. L- TECHNOLOGY RESPONSIBILITY MATRIX PROVISION RESPONSIBILITIES DEFINED OFOI OFCI CFCI MBC COMMUNICATIONS - TELECOM SYSTEMS: ROUGH -IN, PATHWAYS AND SLEEVES • RACKS, FRAMES AND ENCLOSURES • CABLE MANAGEMENT • UNINTERRUPTIBLE POWER SUPPLIES (RACK MOUNT) • PLYWOOD BACKBOARDS • OPTICAL FIBER BACKBONE CABLING • COPPER HORIZONTAL CABLING • OPTICAL FIBER HORIZONTAL CABLING • DATA COMMUNICATIONS SWITCHES AND HUBS • DATA COMMUNICATIONS WIRELESS ACCESS POINTS • VOICE COMMUNICATIONS SWITCHING AND ROUTING EQUIPMENT • SAFETY - FIRE DETECTION AND ALARM: ROUGH -IN, PATHWAYS AND SLEEVES • INITIATING FIELD DEVICES (SMOKE, MANUAL PULL, MONITOR MODULES) • NOTIFICATION APPLIANCES (HORNS, STROBES, SPEAKERS) • MISCELLANEOUS DEVICES (RELAYS, TEST STATION, ANNUNCIATOR) • OFOI OWNER FURNISHED & OWNER INSTALLED • OFCI OWNER FURNISHED & CONTRACTOR INSTALLED • CFCI CONTRACTOR FURNISHED & CONTRACTOR INSTALLED MBC FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR GENERALNOTE: A. MATRIX IS NOT INTENDED TO BE EXHAUSTIVE TO COVER ALL MATERIALS NECESSARY FOR SCOPE AND SHOULD ONLY BE USED TO QUICKLY IDENTIFY SYSTEMS AND RELATED INFRASTRUCTURE INSIDEAND OUTSIDE THE BID OF THIS PROJECT. ANY ITEMS FURNISHED OR INSTALLED BY THE BIDDING CONTRACTOR SHALL COVER ALL REQUIRED APPURTENANCES NECESSARY FOR A COMPLETE SYSTEM. THIS SHALL INCLUDE BUT NOT BE LIMITED TO, EQUIPMENT, ACCESSORIES, TERMINATIONS, TERMINATION COMPONENTS, ALL FINAL CORDAGE CONNECTIVITY, SOFTWARE, PROGRAMMING, AND THE LABOR TO INSTALL. TELECOMMUNICATIONS INFRASTRUCTURE SYMBOLS V DATA OUTLET- CATEGRORY BA: PROVIDE NUMBER OF CABLES INDICATED BY 199 SHOWN AT EACH SYMBOL WAP WIRELESS ACCESS POINT- OFCI. PROVIDE (2) CATEGORY SA CABLES AT EACH SEE RISER DIAGRAMS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS GROUNDING AND BONDING SYMBOLS 1i—'i TELECOMMUNICATIONS MAIN GROUND BAR SEE RISER DIAGRAM AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS TELECOMMUNICATIONS GROUNDING & BONDING NOTES A. INSTALLATION OF THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM SHALL BE COMPLIANT WITH TIA-607-D. REFER TO SPECIFICATION 27 05 26 FOR ADDITIONAL INFORMATION. B. THE TBC SHALL NOT EXCEED 30 FEET AND SHALL BE EQUAL IN SIZE (GAUGE) TO THE LARGEST TELECOMMUNICATIONS BONDING BACKBONE (TBB) CONDUCTOR. CONTRACTOR IS ENCOURAGED TO INSTALL THE PRIMARY BONDING BACKBONE (PBB) INSIDE THE MAIN ELECTRICAL ROOM TO KEEP TBC DISTANCES SHORT. C. APPLY ANTI-CORROSION/OXIDATION COMPOUND TO THE LUG AND LUG SURFACE OF EACH TELECOMMUNICATIONS BUSBAR. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l N OREGON ^ Z 14, ti° op�Q EXPIRES: 6130'2025 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS III FIRE DETECTION AND ALARM SYMBOLS IP MANUAL FIRE ALARM PULL STATION Q SMOKE DETECTOR s DUCT SMOKE DEFECTOR O HEAT DETECTOR COMBINATION HORN WITH STROBE- WALL MOUNTED COMBINATION HORN WITH STROBE -CEILING MOUNTED c STROBE - WALL MOUNTED A STROBE- CEILING MOUNTED H� HORN - WALL MOUNTED H� HORN -CEILING MOUNTED c Alan ADDRESSABLE INPUT MODULE AOM ADDRESSABLE OUTPUT MODULE AOMSD FAN SHUT DOWN RELAY- ADDRESSABLE OUTPUT MODULE FRCP FIRE ALARM CONTROL PANEL FF—AA-1 FIRE ALARM REMOTE ANNUNCIATOR FIRE DETECTION & ALARM NOTES A. FIREALARM SYSTEM (DEFERRED APPROVAL): FIRE ALARM ITEMSAND DEVICES ARE SHOWN IN SUGGESTED LOCATIONS. CONTRACTOR SHALL EXTEND EXISTING FIRE ALARM SYSTEM TO SERVE NEW DEVICES AS REQUIRED BYAPPLICABLE CODES AS SUITABLE FOR THE BUILDING OCCUPANCYAND IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND EQUIPMENT LISTINGS. SUBMIT FIREALARM DRAWINGS, DIAGRAMS, PROGRAMMING, AND CALCULATIONS FOR APPROVAL. COORDINATE DEVICE LOCATIONS WITH OTHER SYSTEMS. B. PROVIDE DEVICES TO INTERFACE WITH NEW MECHANICAL EQUIPMENT FOR FAN SHUT DOWN, SMOKE DAMPER AND COMBINATION FIRE/SMOKE DAMPER PURPOSES, WHERE REQUIRED BY CODE. C. FIREALARM ITEMS AND DEVICES ARE SHOWN IN SUGGESTED LOCATIONS. FINAL LAYOUTS, LOCATIONS, AND QUANTITIES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, MANUFACTURER'S RECOMMENDATIONS, AND EQUIPMENT LISTINGS. COORDINATE LOCATIONS WITH LIGHTING AND AIR HANDLING SYSTEMS. D. ALL FIRE ALARM CIRCUITRY IN EXPOSED CEILING SPACES SHALL BE IN'/." CONDUIT PER SPECIFICATIONS. EXPOSED CABLING SHALL NOT BE ACCEPTED. E. ALL CONCEALED, ACCESSIBLE CEILING TILE LOCATIONS SHALL BE ALLOWED TO HAVE OPEN AIR CABLING INSTALLED. PROVIDE J -HOOKS, BRIDLE RINGS AND ASSOCIATED CABLE SUPPORTS TO KEEP INFRASTRUCTURE MANAGED AND OFF OF THE CEILING TILE. F. ELECTRICAL CONTRACTOR SHALL PROVIDE FIRESTOPPING AT ALL RATED PENETRATIONS PER THE SPECIFICATIONS. PENETRATIONS AT EXTERIOR WALLS SHALL BE MADE WATERTIGHT. L- ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP /eG1NFFP o� e 94252 r NOREGON ^ Z �9��A 14, ti° op�Q EXPIRES: 6130'2025 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS (E) UTILITY �1 NEW ELECTRICAL SITE PLAN 3/64"= 1._UT ELECTRICAL GENERAL NOTES A. ELECTRICAL SITE UTILITIES AND INFRASTRUCTURE SHOWN ARE SCHEMATIC. UTILITY INFRASTRUCTURE AND MATERIALS INCLUDING CONDUITS, PADS, CONNECTIONS, METERING EQUIPMENT, PULL BOXES, AND OTHER REQUIRED SERVICE PROVISIONS SHALL BE INSTALLED BYTHE CONTRACTOR PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT THE UTILITY COMPANY REPRESENTATIVE TO OBTAIN UTILITY DESIGN DRAWINGS AND TO SCHEDULE MILESTONE INSPECTIONS. CONTACT: SPRINGFILED UTILITY BOARD (SUB) DAVE KANDLE (541) 736-3296 DAVEKA@SUBUTIL.COM HUNTER COMMUNICATIONS JOHN B. KENNEDY II (541) 799-1146 JKENNEDY@HUNTERFIBER.COM B. CONDUIT ROUTESAND LOCATIONS ON ELECTRICAL SITE PLAN ARE SCHEMATIC. REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR COORDINATION OF SITE UTILITIES AND DIMENSIONAL LOCATIONS. MAINTAIN PROPER SEPARATION OF DRY AND WET UTILITIES PER CIVIL REQUIREMENTS. CALL UNDERGROUND LOCATING SERVICES 48 HOURS IN ADVANCE AND PRIOR TO WORK. FIELD LOCATE, TRACE AND MARK EXISTING UNDERGROUND UTILITIES AND PROTECT IN PLACE EXISTING UTILITIES TO REMAIN. COORDINATE WITH CIVIL AND LANDSCAPE SITE PLANS FOR ROUTING AND LOCATIONS OF EQUIPMENT, VAULTS, PAVEMENT, PATHWAYS AND OTHER SITE ELEMENTS AND UTILITIES. C. REFER TO ONE -LINE DIAGRAM ON E200 FOR CONDUIT SIZES AND ADDITIONAL REQUIREMENTS RELATED TO ELECTRICAL UTILITY PROVISIONS. D. ROUTE UTILITIES IN SHARED TRENCH WHERE FEASIBLE. MAINTAIN MINIMUM 12" SEPARATION BETWEEN ELECTRIC SERVICE CONDUITS AND OTHER UTILITIES. REFER TO CIVIL ENGINEERED DOCUMENTS FOR ADDITIONAL REQUIREMENTS. E. CONTRACTOR SHALL PROVIDE DESIGN/BUILD PACKAGETO BORE ELECTRICAL SERVICE BETWEEN EXISTING UTILITY POLEAND TRANSFORMER PADNAULT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN, PRODUCTS, AND CONSTRUCTION TO INSTALLED BORED UTILITY, INCLUDING CASINGS, AS REQUIRED, AND CONNECTIONS TO EXISTING AND NEW SYSTEMS BEYOND THE BORING LIMITS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT DESIGN/BUILD PACKAGE FOR REVIEW BY DESIGN TEAM AND AS A DEFERRED SUBMITTAL FOR PERMITTING. WHERE EXCAVATIONS ARE REQUIRED, CONTRACTOR SHALL RESTORE, REPAIR, AND RETURN EXCAVATED AREAS AND FINISHED SURFACES TO MATCH EXISTING CONDITION. WHERE EXISTING SIDEWALKS ARE REMOVED, SAWCUT AND REPLACE FULL PANELS TO MATCH EXISTING CONDITION. F. FOR BURIED SERVICES, PROVIDE WARNING TAPE 12" FROM BELOW FINISHED GRADE, RUNNING THE ENTIRE LENGTH OF THE SERVICE CONDUIT. G. COORDINATE INSTALLATION REQUIREMENTS OF UTILITY SERVICE CONDUITS WITH UTILITY PRIOR TO ROUGH -IN, ESPECIALLY WHERE TO BE INSTALLED UNDER STORM WATER COLLECTION FACILITIES. CONFIRM DIMENSIONAL LOCATIONS WITH CIVIL ENGINEER. KEYNOTES 1 PROVIDEAND INSTALL 24" RADIUS 3" ELBOWS FROM POLE. 2 INTERNET SERVICE CONDUITS FROM TELECOM CABINET TO RIGHT OF WAY. STUB, CAP, AND PROVIDE WITH PULL STRING. COORDINATE FINAL STUB LOCATION WITH INTERNET SERVICE PROVIDER AND ELECTRIC UTILITY PRIOR TO ROUGH -IN. MINIMUM BURIAL DEPTH 18". ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l NOREGON ^ Z �9��A 14, ti° op�Q EXPIRES: 6130'2025 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL SITE PLAN :* [1][11 a— ON O L- ELECTRICAL AND TELECOM/ FIRE ALARM FLOOR PLAN I )@ ELECTRICAL GENERAL NOTES A. ROUGH -IN BOXES AND CONDUIT PATHWAYS FOR DEVICES SHOWN ARE FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. B. PROVIDE J -HOOKS AS NEEDED FOR CABLING DISTRIBUTION ABOVE ACCESSIBLE CEILINGS. KEYNOTES 1 PANELBOARD AND BRANCH CIRCUITING FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. REFER TO ONE -LINE DIAGRAM ON E200 FOR ADDITIONAL REQUIREMENTS. 2 FACP WITH MONITOR MODULE, NOTIFIER FIREWARDEN 50 OR APPROVED EQUIVALENT. CELLULAR DIALER FOR BOTH PRIMARY AND SECONDARY DIAL OUT, TELGUARDTD-7FE OR APPROVED EQUIVALENT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3 PROVIDE SURGE PROTECTOR FOR EACH SIGNAL LINE IN, DITEK DTK OR APPROVED EQUIVALENT. 4 THIS MODULE SUPERVISESTHE NEW FIREALARM CONTROL PANEL. 5 THIS MODULE PROVIDES ACONTACT CLOSURE TO THE NEW CONTROL PANEL. 6 ELECTRIC UTILITY SERVICE ENTRANCE EQUIPMENT. COORDINATE FINAL MOUNTING LOCATIONS WITH UTILITY AND ARCHITECT PRIOR TO ROUGH -IN. REFER TO ONE -LINE DIAGRAM FOR ADDITIONAL REQUIREMENTS. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l NOREGON ^ Z �9��A 14, ti° op�Q EXPIRES: 61342025 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL AND TELECOM / FIRE ALARM FLOOR PLAN E101 SERVICE RESPONSIBILITY MATRIX O LABEL CONTRACTOR FURNISHED CONTRACTOR FURNISHED UTILITY FURNISHED UTILITY FURNISHED NOTES CONTRACTOR INSTALLED UTILITY INSTALLED UTILITY INSTALLED CONTRACTOR INSTALLED 1 PRIMARY SERVICE CONDUCTORS (FROM THE UTILITY POLE TO THE TRANSFORMER) 2 PRIMARY SERVICE CONDUITS 3 SECONDARY CONDUCTORS • FROM THE TRANSFORMER TO THE METER AND CT CAN 4 SECONDARY SERVICE CONDUITS AND ELBOWS 5 SECONDARY BOX PER UTILITY REQUIREMENTS 6 TRANSFORMER SECONDARY SERVICE CONDUCTORS 8 (FROM NORTH UTILITY POLE THROUGH EASEMENT, TO SOUTH UTILITY POLE) SECONDARY SERVICE CONDUITS AND ELBOW 9 (FROM NORTH UTILITY POLE THROUGH EASEMENT, TO SOUTH UTILITY POLE, INCLUDING TRECHING/BORING) 10 SECONDARY BOX PER UTILITY REQUIREMENTS AT • SOUTH WEST POLE 11 TRANSFORMER GROUNDING 1 12 METER&CT ENCLOSURE 13 METER AND CTS 14 1" CONDUIT FROM NORTH UTILITY POLE SECONDARY • BOX TO BUILDING GENERAL NOTES: A. ITEMS NOT LISTED ARE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED, UNLESS OTHERWISE NOTED. B. PROVIDE FULL LENGTH MULE TAPE IN EACH SERVICE CONDUIT. C. CONTRACTOR IS RESPONSIBLE FOR DELIVERING MATERIALS SUPPLIED BY THE ELECTRIC UTILITY TO THE CONSTRUCTION SITE. NOTES: 1. GROUNDING ELECTRODE SYSTEM TO BE INSTALLED BY CONTRACTOR AND CONNECTED TO TRANSFORMER BY UTILITY. rdcU.lq (E) UTILITY POLE NORTH 5 II -------------------�� I (1) 2"C (2) 3"C i ----------- -------------- RISER DIAGRAM GENERAL NOTES ROWEL L A. DIAGRAM INDICATES GENERAL LAYOUT OF ELECTRICAL DISTRIBUTION SYSTEM. REFER TO FLOOR PLANS FOR B R O KAW EQUIPMENT LOCATIONS. B. REFER TO SITE PLAN FOR ADDITIONAL REQUIREMENTSAND UTILITY CONTACT INFORMATION. C. UTILITY CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" 1203 Willamette Street BELOW GRADE AND MAY BE DEEPER WHERE CROSSING Suite 210 OTHER UTILITIES. Eugene, Oregon 97401 5414851003 D. INSTALL UTILITY CT CAN, METERING EQUIPMENT, AND SERVICE rowel lbrokaw.com ENTRANCE CONDUIT IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. Architecture. Design. Strategy. E. ELECTRICAL EQUIPMENT, FEEDERS, AND BRANCH CIRCUITING SERVING THE MODULAR BUILDING ARE FURNISHED AND INSTALLED BYTHE MODULAR BUILDING CONTRACTOR, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONTACT THE MODULAR BUILDING REPRESENTATIVE TO OBTAIN BUILDING 199 E. 5th Ave, DESIGN DRAWINGS AND TO COORDINATE INSTALLATION OF WORK INCLUDED IN THIS CONTRACT. Suite 35 co4rncrKCL Eugene, OR 97401 : MODULAR BUILDING SYSTEMS (MBS) ENGINEERING 503-212-4612 DOUG SMITH (503) 509-8408 DSMITH@MODERNBUILDINGSYSTEMS.COM STAMP RISER DIAGRAM KEYED NOTES: ��� PROFek ON G I N 6,,-, o -r 1. INSTALL SECONDARY BOX PER UTILITY REQUIREMENTS. 94252 r 2. FURNISHED AND INSTALLED BY MODULAR BUILDING.^""^^' CONTRACTOR. COORDINATE WORK WITH MODULAR BUILDING N OR N ^ Z SYSTEMS. 3. SINGLE-PHASE CT CABINET (CT'S BY UTILITY). 'YFAYS-GO 4. PROVIDE AND INSTALL 24" RADIUS 3" ELBOWS FROM POLE TO EXPIRES: 61342025 SECONDARY BOX. 5. PROVIDE 1"C FOR SPARE CONDUIT FOR SUB FIBER. REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 0 0 0 0 rc rc w w PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson PANEL PANELS Project Name 1201240V 1201240V EC CARES 200A 200A MCB MCB Springfield CT QMap B Tax Lat # Q 17-03-35-12-06700/06800 Project Address 2 2 2 G Street E202 Ezoz Springfield, OR ELECTRICAL ONE -LINE DIAGRAM TELECOMMUNICATIONS RISER GENERAL NOTES: A. REFER TO FLOOR PLANS AND SPECIFICATIONS FOR CABLING AND SYSTEM DESCRIPTIONS, AND ADDITIONAL REQUIREMENTS. B. PROVIDE OPTICAL TIME DOMAIN (OTDR) TESTING ON EACH STRAND OF NEW FIBER OPTIC INFRASTRUCTURE TO CONFIRM INTEGRITY. 00 00 00 0 0000 0 0 0 0 00 0 0On o BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT) TO ELECTRICAL SYSTEM GROUND BAR AT BUILDING DISCONNECT TO EXPOSED STRUCTURAL STEEL r TO ALL EXPOSED CONDUIT SLEEVES f TOAC ELECTRICAL PANEL BOARDS TELECOMMUNICATIONS BONDING CONDUCTOR (TBC) GROUNDING AND BONDING RISER DIAGRAM GENERAL NOTES A. THIS DETAIL IS INTENDED TO SHOW CONNECTIVITY REQUIREMENTS FOR THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM. SIZE ALL CONDUCTORS IN COORDINATION WITH THE NEC AS WELLAS THETIA-607-C RECOMMENDATIONS. SEE SPECIFICATION SECTION 270526 FOR ADDITIONAL INFORMATION REGARDING CONDUCTORS, SIZES AND CONNECTIVITY REQUIREMENTS. B. SIZE EACH TELECOMMUNICATIONS GROUND BAR APPROPRIATELYTO HOST ALL REQUIRED CONNECTIONS. C. ALL CONNECTIONS TO AND WITHIN THE AC GROUNDING ELECTRODE SYSTEM SHALL BE MADE UTILIZING EXOTHERMIC WELDING. ALL OTHER CONNECTIONS SHALL BE DONE UTILIZING IRREVERSIBLE COMPRESSION - TYPE CONNECTIONS. �\ TELECOMAUNICATIONS GROUNDING NOT TO SCALE L- F TELECOMMUNICATIONS RISER KEYED NOTES 1. (1) 12 -STRAND INDOOR/OUTDOOR RATED SINGLE -MODE OS2 FIBER OPTIC CABLE FURNISHED BY CONTRACTOR. FIBER SHALL BE ROUTED IN INNERDUCT THROUGH CONDUITTO NEW IDF. REFER TO SITE PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. FIBER TERMINATION EQUIPMENT FURNISHED BY CONTRACTOR. PROVIDE (1)LC- STYLE CASSETTE AND ADAPTER PANEL. PROVIDE (1) 11-1 RACK MOUNT ENCLOSURE TO HOST FIBER CASSETTE, PANDUIT FRMEIU, OR APPROVED EQUAL. 3. COORDINATE THE INSTALLATION OF NEW FIBER CABLING ANDTERMINATION EQUIPMENT IN EXISTING IDF RACK WITH IT DEPARTMENT. MECHANICAL TERMINATION OF FIBER STRANDS WILL NOT BE ACCEPTED. CONTRACTOR PROVIDE CROSS CONNECT, TYP- OFFICE B FIBER TERMNATION I I I I I I I ISP UNDERGROUND CONDUIT UPS* o IDF-EC.CARES of NOT TO SCALE I MODULAR BUILDING NEW RACK SCHEDULE IDENT. IDF.EC-CARES INTERIOR OWNER'S MODEL CUBE IT 11840-X24 MOUNT NETWORK HEIGHT 24.00" WIDTH 24.00" EQUIPMENT 24.00" VERTICAL RAIL HOLES I POWER UPS AS INDICATED COLOR BLACK I HORIZONTAL MANAGEMENT AS INDICATED. CATEGORY 6A CATEGORY 6A PATCH V CABLING PANELS WAP CATEGORY6A - CABLING I MODULAR BUILDING NEW RACK SCHEDULE IDENT. IDF.EC-CARES MANUF. CHATSWORTH PRODUCTS, INC. MODEL CUBE IT 11840-X24 MOUNT WALL MOUNTED HEIGHT 24.00" WIDTH 24.00" DEPTH 24.00" VERTICAL RAIL HOLES 912-24 SCREW HOLES POWER UPS AS INDICATED COLOR BLACK MGMT. HORIZONTAL MANAGEMENT AS INDICATED. RACK DIAGRAM GENERAL NOTES: A. COORDINATE FINAL EQUIPMENT LAYOUT WITH OWNER PRIOR TO ORDERING & INSTALLATION. B. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C. * INDICATES OWNER PROVIDED EQUIPMENT. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l NOREGON ^ Z �9��A 14, ti° op�Q EXPIRES: 6130'2025 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Pad ect Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR TELECOMMUNICATIONS DETAILS E201 COLD WATER PIPE ENTRY INCOMING FEEDER. — REFER TO BUILDING FEEDER INFORMATION ON ONE -LINE DIAGRAM. MAIN BONDIN JUMPER ** WATER METER WATER PIPE GROUND CLAMP BOND ACROSS SEPARATION IN BUILDING STRUCTURES. INCLUDE FIRE WALLS, EXPANSION JOINTS, ETC. BUILDING STRUCTURALSTEEL BUILDING MAIN DISCONNECT 27 WATER PIPE GROUND CLAMP 92 CU BARE WIRE * EXOTHERMIC WELD TO BUILDING STRUCTURAL STEEL *SIZE GROUNDING ELECTRODE CONDUCTOR AND BONDING PER NEC 250.66 AND TABLE BELOW. ALL CONDUCTORS TO BE COPPER. TABLE BASED ON NEC 2017 TABLE 250.66 GROUNDING ELECTRODE CONDUCTOR FOR ALTERNATINGCURRENT SYSTEMS SIZE OF LARGEST UNGRUDGING CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL) SIZE OF GROUNDING ELECTRODE CONDUCTOR (AWG/KCMIL) COPPER ALUMINUM OR COPPER -CLAD AL COPPER 92 OR SMALLER 91/0 OR SMALLER #8 91 OR 91/0 WJ0 OR #3/0 #8 #2/0 OR #3/0 #4/0 OR 250 94 OVER #3/0 THROUGH 350 OVER 250 THROUGH 500 #2 OVER 350 THROUGH 600 OVER 500 THROUGH 900 91/0 OVER BOO TH ROUGH 1100 OVER 900 THROUGH 1750 EC—)OVER 1100 OVER 1750 4NO ** SIZE BONDING JUMPER PER NEC250.102. USE TABLEABOVE FOR ALL CONDUCTORS BETWEEN #2 AND 1100. ALL INCOMING CONDUCTORS OVER 1100 CU OR 1750AL SHALL BE SIZED PER THE TABLE 250.102(C). SERVICE EQUIPMENT SHALL BE SUPPLIED WITH BONDING JUMPER FROM THE MANUFACTURER. L- #1/0 Cu INSULA' Cu REFER TO TELECOMMUNICATIONS DETAILS FOR ADDITIONAL GROUNDING REQUIREMENTS GND TELECOMMUNICATIONS GROUND BAR NONMETALLIC PROTECTIVE SLEEVE Cu 518!'X 10'-0" GROUND RODS EQUALLY SPACED, EXOTHERMIC WELD TO #2 BARE COPPER GROUND ROD CONDUCTOR(TYP.) EXOTHERMIC WELD TO CONNECT STEEL ROD TO COPPER CONDUCTOR - CONCRETE FOUNDATION GROUNDING ELECTRODE #4AWG BARE COPPER 20'-(Y" MIN OR 1/2" STEEL REINFORCING ROD LAY CABLE IN CIRCLE PATTERN BETWEEN GROUND RODS(TYP.) CONCRETE ENCASED ELECTRODE MULTI -GROUND ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 94252 \ i l NOREGON ^ Z �9��A 14, ti° op�Q EXPIRES: 6130'2025 REVISIONS TO THIS SHEET REV. DATE #2 BARE COPPER ROD ASSEMBLY CONDUCTOR 36" BELOW GRADE. 20' IN LENGTH MIN. Z (TYP.) 4u b h C ��. SET ISSUE DATE NOTES SPR/DISCRETIONARY USE 2023-02-20 A. ALL AVAILABLE GROUNDING ELECTRODES WHICH ARE PRESENT AT THE BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM (GES). ADDITIONAL CODE -REQUIRED GROUNDING CONNECTIONS NOT SHOWN SHALL BE PROVIDED. CONNECTIONS WHICH ARE ENCASED, UNDERGROUND, OR INACCESSIBLE SHALL BE EXOTHERMIC WELD. B. ALL BONDING JUMPERS CONNECTING GROUNDING ELECTRODES TO THE GES SHALL PROJECT TRACKING BE SIZED EQUAL TO THE GROUNDING ELECTRODE CONDUCTOR (GEC) IN ACCORDANCE WITH NEC 250.53(C). OTHER BONDING JUMPERS SHALL BE SIZED AS RBA #: 2234 OTHERWISE DESCRIBED IN NEC ARTICLE 250. CONDUCTORS SHALL BE BARE COPPER UNLESS OTHERWISE NOTED. P.I.C: Chris Andrejko C. REFER TO SPECIFICATIONS FOR ADDITIONAL PRODUCT AND MATERIAL REQUIREMENTS. GROUNDING AND BONDING METHODS AND MATERIALS SHALL PM/PA: Lorri Nelson COMPLY WITH NEC ARTICLE 250. D. REFER TO TECHNOLOGY DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO Project Name TELECOM GROUNDING. EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR ELECTRICAL GROUNDING RISER E202 MECHANICAL -GENERAL NOTES 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH -IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK OF INSTALLED EQUIPMENT WILL BEAT CONTRACTORS EXPENSE. 2. INCORPORATE INTO INSTALLATION MECHANICAL SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND OTHER APPLICABLE REQUIREMENTS. 3. WARNING- CALL 48 HOURS BEFORE YOU DIG: LAW REQUIRES ANYONE DOING ANY EXCAVATION, FENCING, PLANTING OR DRILLING TO CALL 48 HOURS IN ADVANCE. HAND DIG WITHIN IS INCHES OF ANY LOCATE MARK OR FLAG. ONE CALL 811. 4. ON COMPLETION OF THE INSTALLATION, MECHANICAL CONTRACTOR SHALL COOPERATE WITH THE OWNER TO PROV IDE ANY NECESSARY ADJUSTING AND BALANCING TO OBTAIN PROPER OPERATION OF ALL EQUIPMENT AND SYSTEMS. CONTRACTOR SHALL PROVIDE ALL FACILITIES AND EQUIPMENT, AND MAKE ALL TESTS, REQUIRED FOR ADJUSTMENTS AND BALANCING TO ESTABLISH THE PROPER PERFORMANCE OF ANY PIECE OF EQUIPMENT. PLUMBING - NOTES 1. CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES AS DESCRIBED IN MECHANICAL GENERAL NOTE #1. 2. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PLUMBING SYSTEM. 3. EXISTING PIPING AND EQUIPMENT LOCATIONS SHOWN ARE BASED ON ORIGINAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LOCATING PIPING UNDER GROUND OR IN WALLS/CHASES WHERE WORK IS REQUIRED. 4. CONTRACTOR TO SEAL ALL WALL PIPE PENETRATIONS. PROVIDE FIRE CAULKING ASSEMBLY FOR PENETRATIONS OF FIRE RATED WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATINGS. PIPE INSULATION TO CONTINUE THRU WALL PENETRATIONS UNBROKEN. SEAL AROUND PIPE INSULATION AT WALL PENETRATIONS. 5. CONTRACTOR TO VERIFY WITH ENGINEER FOR ANY FIXTURES NOT TAGGED OR PIPED PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING FIXTURES SHOWN ON ARCHITECTURAL DRAWINGS; TAGGED OR NOT TAGGED ON PLUMBING / MECHANICAL DRAWINGS UNLESS SPECIFICALLY NOTED AS EXCLUDED FROM SCOPE. L- FITTINGS ACCESS DOOR OR AREA DRAIN J0 ELBOW AFG ELBOW - DOUBLE BRANCH 7 ELBOW - OUTLET DOWN AV ELBOW - OUTLET UP BOT ELBOW - LONG RADIUS BTU ELBOW - SHORT RADIUS ,^ 45° ELBOW E. TEE -VENT F. TEE - SANITARY CB TEE -OUTLET DOWN CENT TEE -OUTLET UP 10 CUBIC FEET PER MINUTE A TEE - SIDE OUTLET DOWN CL TEE - SIDE OUTLET UP + CROSS -VENT + CROSS - SANITARY Y LATERAL CONTR TEE -SINGLE SWEEP"COMBO WYE" -0. REDUCER -CONCENTRIC CU REDUCER -ECCENTRIC CUE CAPPED CONNECTION CWP FLANGED CONNECTION GENERALSYMBOLS F] XXX X SM t Ata1 SIM t A1a1 A1a1 1 EXISTING = HALFTONE LIN EWORK NEW = DARK LINEWORK DEMO = DASHED DARK LINEWORK BELOW GRADE = LONG DASHED DARK LINEWORK NEW CONNECTION POINT POINT OF DISCONNECT KEYNOTE EQUIPMENT IDENTIFICATION TAG DETAIL DRAWING REFERENCE TAG, SIM - SIMILAR, TYP-TYPICAL, OPP-OPPOSITE SHEET REFERENCE SECTION CUT REFERENCE TAG, SIM - SIMILAR, TYP-TYPICAL, OPP-OPPOSITE SHEET REFERENCE INTERIOR ELEVATION DRAWING REFERENCE TAG MECHANICAL ABBREVIATIONS ABSOR ABSORPTION ACU AIR CONDITIONING UNIT AD ACCESS DOOR OR AREA DRAIN AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AV AIR VENT BOT BOTTOM BTU BRITISH THERMAL UNIT STUN BTU PER HOUR BV BALLVALVE CA COMPRESSEDAIR CB CATCH BASIN CENT CENTRIFUGAL CFM CUBIC FEET PER MINUTE Cl CAST IRON CL CENTER LINE COND CONDENSATE CO CLEAN OUT CONC CONCRETE CONTR CONTRACTOR CP CONDENSATE PUMP/CIRC. PUMP CU COPPER CUE CABINET UNIT HEATER CWP CIRCULATING WATER PUMP DDC DIRECT DIGITAL CONTROLS DN DOWN DR DRAIN DS DOWNSPOUT EA EXHAUSTAIR EAT EXHAUST AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDBT ENTERING DRY BULB PRV TEMPERATURE EEW EMERGENCY EYE WASH EF EXHAUST FAN EJ EXPANSION JOINT EQUIP EQUIPMENT ESE EMERGENCY SHOWER/EYEWASH EST EXTERNAL STATIC PRESSURE EWBT ENTERING WET BULB RV TEMPERATURE EWC ELECTRIC WATER COOLER EWr ENTERING WATER SA TEMPERATURE EX EXISTING EXH EXHAUST EXP EXPANSION FAI FRESH AIR INTAKE FCU FAN COIL UNIT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FLEX FLEXIBLE FUR FLOOR FPM FEET PER MINUTE FPS FEET PER SECOND PIPING LEGEND - PLUMBING CW — HW -- U.SW — RHW --- SAN Sr SO P V_ _ _ _ _ _ _ FS FLOOR SINK FT FINTUBE FTG FOOTING GA GAGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GW GREASE WASTE GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HR HOUR HTG HEATING HB HOSE BIBB ISP INTERNAL STATIC PRESSURE JR JANITOR RECEPTOR LAV LAVATORY LDBT LEAVING DRY BULB TEMPERATURE LWr LEAVINGWATER TEMPERATURE LWBT LEAVING WET BULB TEMPERATURE MB MOP BASIN MBH 1000 BTUH MC MECHANICAL CONTRACTOR MECH MECHANICAL MH MANHOLE NTS NOT TO SCALE OA OUTSIDEAIR OD OVERFLOW ROOF DRAIN PSI POUNDS PER SQUARE INCH PRV POWER ROOF VENTILATOR PRV PRESSURE REDUCING VALVE PV PRESSURE VENT PVC POLYVINYLCHLORIDE RA RETURN AIR RD ROOF DRAIN RE RELATIVE HUMIDITY RTU ROOF TOP UNIT RV RELIEF VALVE RVT ROOF VENT TERMINATION SK SINK SA SUPPLY AIR SH SHOWER SO STORM OVERFLOW ST STORM TCC TEMPERATURE CONTROL CONTRACTOR TYP TYPICAL UH UNIT HEATER UR URINAL UV UNITVENTILATOR VA VENTILATION AIR VTR VENT THROUGH ROOF WB WALL BOX—CONDENSATE WC WATER CLOSET WE WATER HEATER DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC SOFT WATER RECIRULATING HOT WATER SANITARY STORM STORM OVERFLOW TRAP PRIMER VENT ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP 1 cty �✓qA e ti�ryV�� EXPIRES: 8130'2024 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map 8 Tax Lot # 17-03-35-12-06700/06800 Project Address G Street Springfield, OR PLUMBING GENERAL NOTES & SYMBOLS < x x M 1.. 3 1" = 2a -a' L- NO -MIB SHIELDED BAND CONNECTIONS. BOTTOM CONNECTION TO BE BELOW GRADE. 4" STORM TO CIVIL. COORDINATE CONNECTIONS SITE UTILITIES CONTRACTOR (TYP. OF 3) N.T.S. uVwNJrwl tar VIneRJ1 �EXTENDVENTMIN. IOFEET DOWNSPOUT SECURED ABOVE GROUND LEVEL TO STRUCTURE DOWNSPOUT ADAPTER AFFIX VENT TO STRUCTURE GRADE C/O FLUSH WITH CONCRETE I> r-- FLOOR DRAIN 4" STORM TO CIVIL tl TRA PORT r,1 TYPICAL FLOOR DRAIN DETAIL Q: N.T.S. AL KEYNOTES 1 PROVIDE TAPPED CAST IRON CLEANOUT TEE WITH BRASS PLUG AND TRANSITION ADAPTER TO DOWNSPOUT. IN PAVED AR EAS TEE TO BE INSTALLED PRIOR TO FINISHING WORK AND LOW ENOUGH FOR BOTTOM NO -HUB CONNECTION TO BE CONCEALED. TYPICAL 4 AT MODULAR CLASSROOM AND 3 AT OPTIONAL COVERED PLAY AREA. REFER TO ARCHITUCTERUAL PLANS FOR DOWNSPOUT DIMENSIONS AN D GROUND FIN ISHINGS. 2 FINAL LOCATION OF FLOOR DRAIN TO BE COORDINATED WITH ARCHITECT/OWNER. BASIS OF DESIGN TO BE JAY R. SMITH 2005. TRAP PRIMER PROVIDED WITH MODULAR BUILDING; EXTEND PROVIDED PRIMER LINE FOR CONNECTION TO FLOOR DRAIN. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP Cly �✓qA 8 EXPIRES: 6130'2024 REVISIONS TO THIS SHEET REV. DATE 1 ASI -01 2023-08-08 SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 7:L'Ef�IrRL! P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lot R 17-03-35-12-06700/06800 Project Address G Street Springfield, OR PLUMBING SITE PLAN Pi00 4" SAN TO CIVIL. ALTERNATE COVER COORDINATE CONNECTIONS W/ PLAY AREA LOCATION {SITE UTILITIES CONTRACTOR.. 3 2' SAN TO TRASH ENCLOSURE P100 FLOOR DRAIN. SEE DETAIL. 1 1 do FD-1Oz - 4 J EC CARES P100 1 1/2" CW TO CIVIL. CLASSROOM BUILDING COORIDINATE CONNECTIONS W/ SITE UTILITIES CONTRACTOR. I 4" STORM TO CIVIL. COORDINATE CONNECTIONS W/ II �I. SITE UTILITIES CONTRACTORI `: (TYP. OF KEYNOTES 1 PROVIDE TAPPED CAST IRON CLEANOUT TEE WITH BRASS PLUG AND TRANSITION ADAPTER TO DOWNSPOUT. IN PAVED AR EAS TEE TO BE INSTALLED PRIOR TO FINISHING WORK AND LOW ENOUGH FOR BOTTOM NO -HUB CONNECTION TO BE CONCEALED. TYPICAL 4 AT MODULAR CLASSROOM AND 3 AT OPTIONAL COVERED PLAY AREA. REFER TO ARCHITUCTERUAL PLANS FOR DOWNSPOUT DIMENSIONS AN D GROUND FIN ISHINGS. 2 FINAL LOCATION OF FLOOR DRAIN TO BE COORDINATED WITH ARCHITECT/OWNER. BASIS OF DESIGN TO BE JAY R. SMITH 2005. TRAP PRIMER PROVIDED WITH MODULAR BUILDING; EXTEND PROVIDED PRIMER LINE FOR CONNECTION TO FLOOR DRAIN. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy KCL 199E 5th Ave Suite 35 Eugene, OR 97401 ENGINEERING 503-212-4612 STAMP Cly �✓qA 8 EXPIRES: 6130'2024 REVISIONS TO THIS SHEET REV. DATE 1 ASI -01 2023-08-08 SET ISSUE DATE SPR/DISCRETIONARY USE 2023-02-20 7:L'Ef�IrRL! P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield Map & Tax Lot R 17-03-35-12-06700/06800 Project Address G Street Springfield, OR PLUMBING SITE PLAN Pi00