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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/15/2020h rc a s ZAP, LLC -SITE PLAN REVIEW NORTH 30TH STREET SPRINGFIELD, OREGON BUILDING OWNER ABBREVIATIONS ZAP, LLC B AT FIRST FLOOR PLAN T BOTTOM 4202 W 6TH AVENUE CLR CLEAR EUGENE, OREGON 97402 ON DOM PHONE: (541) 686-2365 (E) EXISTING 43,560 SF (1.00 ACRES) ETEC ELECTRICAL CONTACT: JUSTIN PASLEY HT HEIGHT EMAIL: justin@newwayelectric.com (N) NEW 14� ROW RIGHTOFWAY T.O. TOP OF ARCHITECT/PLANNER TYP TYPICAL LION UNLESS OTHERWISE NOTED W/ NTH TBG ARCHITECTS + PLANNERS NOTE: -SEE TOPOGRAPHIC SURVEY LEGEND FOR ADDITIONAL ABBREVIATIONS 132 EAST BROADWAY, SUITE 200 - THIS LIST IS INCOMPLETE, VERIFY UNLISTED ABBREVIATIONS NTH ARCHITECT EUGENE, OREGON 97401 PHONE(541)687-1010 FAX(541)687-0625 CONTACT: KRISTEN TAYLOR EMAIL: ktaylor@tbg-arch.mm CONSULTANTS CIVIL ENGINEER KPFF CONSULTING ENGINEERS 1201 OAK STREET EUGENE, OREGON 97401 PHONE: (541)684-4902 CONTACT: ANNA BACKUS, P.E. EMAIL: anna.backus@kpffcrom LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET, SUITE 305 EUGENE, OR 97401 PHONE: (541) 683-5803 FAX:(541)683-8183 CONTACT: DAVID DOUGHERTY, ASLA EMAIL: davAdd@dladesign.com STRUCTURAL STRUCTURAL SOURCE, LLC 86705 PINE GROVE ROAD EUGENE, OREGON 97402 PHONE: (541) 912-3958 CONTACT: KEVIN IALGER EMAIL: keinw@structural-souroe.cam ELECTRICAL NEW WAY ELECTRIC, INC. 4202 W 6TH AVENUE EUGENE, OREGON 97402 PHONE: (541) 686-2365 CONTACT: JUSTIN PASLEY EMAIL: jus8n@neN ayeleddc.com SYMBOLS DRAWING INDEX ROOM IDENTIFICATION ROOM NAME T1 TITLE SHEET /^_ \ TOPOGRAPHIC SURVEY BUILDING STRUCTURE GRID �- - EC1.0 EROSION BSEDIMENT CONTROL PLAN KEYNOTE O CIVIL C1.1 CIVIL NOTES C2.1 DEMOLITION PLAN C3.1 UTILITY PLAN C4.1 GRADING PLAN FTI 061mmII10011111110A_1I A1.1 SITE PLAN A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 EXTERIOR ELEVATIONS LANDSCAPE LA -1 LANDSCAPE PLAN ELECTRICAL EODD SITE LIGHTING PHOTOMETRIC PLAN VICINITY MAP N.T.S. BASIS OF DESIGN PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT WITH A 2 -STORY SINGLE TENANT 12,817 SF BUILDING WITH ASSOCIATED UTILITIES, PARKING, LANDSCAPING, AND OTHER SITE INFRASTRUCTURE MERE REWIRED TO ACCOMMODATE THE NEW BUILDING CONSTRUCTION TYPE: III -B, FULLY SPRINKLERED OCCUPANCY GROUP: B, S, AND GROSS PROJECT AREA: 43,560 SF (1.00 ACRES) ZONING: LIGHT MEDIUM INDUSTRIAL (UMI) BUILDING CODE: 2014 OSSC ASSESSOR'S MAP & TAX LOT ASSESSOR'S MAP 17-02-31-00 TAX LOTS 3900 live in ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 P: 541.687.1010 f : 541.687.0625 AkgrT tiy1�0D �.F. AL1BERSON 14� T,F GENE, OREGO OF 00 Z 5W O J W� Vww ry Q W Ii 1--ee J UQ_Q LU WU)w ` Z Q Q LU LU zU;O ' 0 — = 1: Jow _j LU M ` LL Z Z of °U) E TITLE SHEET PROJECT # DRAWN 202006 NC CHECKED DATE KT 9.15.2020 SHEET T1 ©COVMICNr NYO by TBG ----- ---- 5/8" IRON R (NO YPC) BEARS N 35°30' E, 0.26' 2) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS ® SANITARY SEWER MANHOLE (SSMH) E E UNDERGROUND ELECTRIC LINE AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES e WATER VALVE 40 30 20 10 0 20 40 PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE (WV) X X CHAIN LINK FENCE FIELD. PROPERTY DESCRIPTION: FIRE HYDRANT (FH) SCALE: 1 INCH = 20 FEET � d OVERHEAD POWER LINE 3) UNDERGROUND ELECTRIC LINES HAVE NOT BEEN LOCATED AS OF LOTS 3 AND 4, JEFF PARKER SUBDIVISION, AS PLATTED AND RECORDED STREET LIGHT POLE (SLP) MARCH 22, 2020. SEPTEMBER 9, 2002,RECEPTION NO. 2002-069738, LANE COUNTY DEEDS EV ELECTRIC VAULT (EV) & RECORDS, IN LANE COUNTY, OREGON. POWER POLE (PP) TOPOGRAPHIC SURVEY 4) PROPERTY LINES WERE ESTABLISHED BY FIRST HOLING CENTERLINE MONUMENTS SET IN LAND PARTITION PLAT NO. 2001-P1460 AS BASIS o STREET LIGHT BOX (SLB) REGISTEREp, NW1/4 SECTION 31, T17S, R2W, WM. OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA RECORD PARKER SUON. THETAS PROFESS! SPRINGFIELD, LANE COUNTY, OREGON SURVEYOF MONUMENTOWN OF LO TJ3FWAS BADLY BEHWEST NT! AND LABELED OUT ELEVATION DATUM ® IRRIGATION BOX (IRR -BOX) LAND SIU_ OF POSITION AS SHOWN HEREON. CLIENT: JOHN HYLAND CONSTRUCTION ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD ss SANITARY SEWER LINE 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S BENCHMARK 538; A MAG NAIL & DISK STAMPED "CITY OF SPRINGFIELD" DRAM BY: KB SEAL IS AIGNED. IN TOP OF CURB LOCATED AT THE SOUTHWEST CORNER OF THE DRIVEWAY TO 790 30TH STREET. SB STORM DRAIN LINE ° EGON DATE: MARCH 22, 2020 Roberts Surveying ELEVATION = 475.27' NAVD 1988 T W WATER LINE LY 15, 2003 FA ENT BAKER REVISION DATE: R P.O. Box 7155 ' ASSESSOR S MAP N0. 17-02-31-00 #59885 JoBNo. 2020—TOPO-015 S Springfield, Oregon 974 TAX LOTS #3800 & #3900 RENEWS: 12-31-2021 Bus. (541) 34 1 1 SHEET OF M 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.584A902 F: 541.584A909 www."ff.. SHEET NOTES 1. INSTALL INLET PROTECTION ON ALL INLETS WITHIN 200' OF THE LIMITS OF DISTURBANCE I 2. PROTECT PROPOSED STORMWATER FACILITIES FROM DISTURBANCE. 3. CONTAMINANTS, CHEMICALS AND HAZARDOUS MATERIALS SHALL BE HYDRAULICALLY ISOLATED FROM STORM RUNOFF THROUGH PLASTIC SHEETING AND BERMS. ALL HAZARDOUS MATERIAL, CONSTRUCTION DEBRIS AND GARBAGE SHALL BE DISPOSED OF APPROPRIATELY AT A LANDFILL. DISPOSAL MUST MEET ALL DEQ REQUIREMENTS. I SITE INFORMATION & NOTES 1. SITE SOIL IS TYPE 32 - COBURG URBAN LAND COMPLEX. 2. PROJECT SITE IS LOCATED WITHIN THE 10 YEAR WELLHEAD TIME OF TRAVEL ZONE. DRINKING WATER PROTECTION PERMIT FROM SPRINGFIELD UTILITY BOARD REQUIRED. SHEET LEGEND I I — — PROPERTY LINE — — EX. CONTOUR MINOR EX. CONTOUR MAJOR 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK BIO -FILTER BAGS, BIO BERMS, OR WATTLES. PLACE AT PROPERTY LINES, UNO (SHOWN OFFSET FOR CLARITY). ® INLET PROTECTION BIO -BAG PROTECTION AT CURB SPILLWAY DRAINAGE FLOW DIRECTION CONCRETE WASHOUT. INSTALL M ANY I STORM FACILITY OR INLET. CONSTRUCTION ENTRANCE I MATERIAL EQUIPMENT STORAGE, AND STAGING, TYPE AS SHOWN. SEE NOTE 3. I TREE PROTECTION FENCING I_ CUT/FILL CUT: 1620 CY FILL: 1775 CY (s SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 EO PROFESS QSNG1NF"9p li! 1�j854/8��0Rx�/�y �I IGITAY SIGN A OREGON Q FPF, f1 1. 13 1a�� \��� 4A,THOO+ Z 5W L n 0 J W /U w '>1 1 I W le—eeJ IY UQQ LU wU)w ` Z QC/) LUw LLj ' �- 0 Zof U ;° J�_j _ mow ~o<�m LLz w Q0a- Z Cy) N z co EROSION CONTROL PROJECT# 202006 DRAWN CDM CHECKED AB DATE 09.15.2020 SHEET EC1.0 © COPYRIGHT 2020 B TBGM i.. -Planners rt E GENERAL NOTES 1. SURVEY PROVIDED BY ROBERTS SURVEYING, DATED MARCH 22, 2020. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD VERTICAL DATUM ESTABLISHED PER BENCHMARK NO. 538, A MAG NAIL 8 DISK STAMPED "CITY OF SPRINGFIELD' IN TOP OF CURB LOCATED AT THE SOUTHWEST CORNER OF THE DRIVEWAY TO 790 30TH STREET WITH AN ELEVATION OF 475.27 (NAVD 88). 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. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 7. 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 BYA LICENSED SURVEYOR. 8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 9. CONTRACTOR TO REFERENCE SOILS REPORT BY EARTH ENGINEERS DATED MAY 31, 2016 FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 11. 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. 12. 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. 13. 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. 14. 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. 15. TEMPORARYAND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO 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. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO BUILDINGS TO THE SOUTH OF THE SHARED ACCESS AT ALL TIMES DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 20. ALL UTILITY LINES INSTALLED TO SERVE THE DEVELOPMENT SITE SHALL BE PLACED UNDERGROUND IN ACCORDANCE WITH SDC 4.3-125. 21. WATER SERVICE BACKFLOW PREVENTION ENCLOSURES AND RELATED APPURTENANCES SHALL HAVE A NEUTRAL, NON -REFLECTIVE FINISH, 22. SANITARY SEWER DRAIN TO BE INSTALLED IN THE TRASH ENCLOSURE ATTACHMENT. 23. PROPOSED RAIN GARDENS SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO APPROVAL OF FINAL SITE INSPECTION. 24. PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS, 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 952-001-0090. 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). POTENTIAL UNDERGROUND FACILITY OWNERS Dig Safely. Call the Oregon One -Call Center 1-800-332-2344 NEW WAY ELECTRIC CIVIL PLAN SET FINAL SITE REVIEW 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 2017 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 'WYEBRANCH 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. PAVING 1. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT. WELLHEAD PROTECTION CONSTRUCTION NOTES 1. DNAPL PROHIBITION: THE CONTRACTORAND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAIN DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFFSITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING. STORAGE, AND USE: CONTRACTORSIDEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATERAND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCKED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. AC ASPHALT CONCRETE OVH/OH AD AREA DRAIN P/L APPROX APPROXIMATE PC B BOLLARD PCC BLDG BUILDING PCR BOW BACK OF WALK PED BS BOTTOM OF SWALE PIV BOTTOM OF STAIR PM BW BOTTOM OF WALL POC CB CATCH BASIN PP CL CENTERLINE PRC CMP CORRUGATED METAL PIPE PT CMU CONCRETE MASONRY UNIT P.U.E CO CLEANOUT PVC CONIC. CONCRETE PVMT COTG CLEANOUT TO GRADE PVT CP CONTROL POINT R A DELTA RD D/W DRIVEWAY ROW DIA.,O DIAMETER S DIP DUCTILE IRON PIPE SD E EASTING SDMH EXIST./EX EXISTING SHT FDC FIRE DEPARTMENT CONNECTION SS FF FINISH FLOOR ELEVATION SSMH FG FINISH GRADE ST FH FIRE HYDRANT STA FL FLOWLINE STD FND FOUNDATION S/W G GUTTER TC GB GRADE BREAK TO GL GAS LINE TG GV GATE VALVE TP H HEIGHT TRANS. HCP HANDICAP PARKING SPACE TS HP HIGH POINT TW ID INSIDE DIAMETER IE INVERT ELEVATION TYP INV INVERT UG IRR. IRRIGATION UGE LP LIGHT POLE W MH MANHOLE WI MIN MINIMUM WCR N NORTHING WM O.D OUTSIDE DIAMETER WV OF OUTFALL OVERHEAD PROPERTY LINE POINT OF CURVATURE POINT OF COMPOUND CURVATURE POINT OF CURB RETURN PEDESTRIAN POST INDICATOR VALVE PARKING METER POINT ON CURVE POWER POLE POINT OF REVERSE CURVATURE POINT OF TANGENT PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PAVEMENT PRIVATE RIM ROOF DRAIN RIGHT-OF-WAY SLOPE (FT/FT) STORM DRAIN STORM DRAIN MANHOLE SHEET SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD SIDEWALK TOP OF CURB TRENCH DRAIN TOP OF GROUND TOP OF PAVEMENT TRANSFORMER TOP OF STAIR TOP OF WALL TOP OF WALK TYPICAL UNDERGROUND UNDERGROUND ELECTRIC WATER WITH WHEEL CHAIR RAMP WATER METER WATER VALVE VEGETATED STORMWATER FACILITY NOTES 1. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE, AND THE EDSPM, THE STORMWATER FACILITIES SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROUWATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT 8 PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE STORMWATER FACILITY VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. 2. SUCCESSFUL CONSTRUCTION OF THE VEGETATED STORMWATER FACILITY DEPEND ON PROPER CONSTRUCTION SEQUENCING, MATERIALS, INSTALLATION, PROTECTION OF SUBGRADE AND EROSION CONTROL. 3. CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH CIVIL ENGINEER TO SPECIFICALLY DISCUSS THESE ITEMS. CONTACT ANNA BACKUS WITH KPFF CONSULTING ENGINEERS 541-684-4902. 4. SUBMITTAL REQUIREMENT: SUBMIT (1) 2 GALLON SAMPLE OF GROWING MEDIUM THAT MEETS THE SOIL SPECIFICATION FOR INFILTRATION TESTING BY KPFF FOR APPROVAL. 5. OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED BY THE CITY FOR REVIEW UPON REASONABLE REQUEST- NORMALLY WITHIN FIVE BUSINESS DAYS. SEPARATION STATEMENT 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. CIVIL SHEET INDEX Sheet Number Sheet Title General 01.1 CIVIL NOTES C2.1 DEMOLITION PLAN C3.1 UTILITY PLAN C4.1 GRADING PLAN LDAP EC1.0 EROSION CONTROL 800 Willamette street, Suite 400 Eugene, OR 97401 0:541.584,4902 F: 541.6" 4909 www."ff.. ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 �S��NED PNOF�SS/'0 Q �t,�j854��80,y1P l DIGIT�Vfr51GNED G ON 13 FN iH0N V Z 5W L a. 0 J W� W U- � W ry 0 Lu �J121� UQz W W Mw ` z Q v J LLIw LLj ' of 0 Z U ;° J�� _ mow M LL w O < Q a- I -z 0 Z C`7 N oz co CIVIL NOTES PROJECT# 202006 DRAWN CDM CHECKED AB DATE 09.15.2020 SHEET C1.1 ©GDP RIGHT 2020b TDG Mhltec +Planne,e 44 I I I I= 1 1 ME 1 1 LOT 5 TAX LOT #4000 ILII TAX LOT #3900 M MMM MEN M 47 CONCRETE BLOCK I IAVE GRL ILEA479.5 8. EV RR -BO — I�1 43 42 SSMH 22 RIM: 478.96' I.E.: 474.21' I I I CONCRETE BLOCK ELECTRIC SIUB—UP I42I —T,74,7 I I ME I I 5I ME I I- I I I I I I ME I 1 ISI ME I I mm 1 -1 ME I I MMMAI I 42 60 ---'ASPHALT DRIVE L---L�---------- LOT 1 TAX LOT #3600 16' WATERLINE AS PER FIELD - MARKINGS i, SSMH RIM: 478.89' I.E.: 471.52'(S) y WIDTH 40 1 43 1 43 42 1 .3M: SOUTHWEST FLANGE BOLT OF FIRE HYDRANT. ELI V: 480.18' RIM: 477.72' I.E.: 472.53'(N) I.E.: 472.62'(W) 1 CURB INLET 1 I.E.: 474.32'cW) I.E.: 474.26'(E) I.E.: 474.03' INLET 1 800 Willamette Street, Sults 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koff.. SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. . / DEMOLITION KEYNOTES 20 SAWCUTLINE. 21 REMOVE CONCRETE CURB & GUTTER. 22 REMOVE EXISTING ELECTRICAL VAULT AFTER NEW SERVICE HAS BEEN INSTALLED. ❑X PROTECTION KEY NOTES 40 PROTECT CURB AND SIDEWALK. 41 PROTECT ELECTRICAL VAULT. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT TREE. 44 PROTECT FENCE. 45 PROTECT IRRIGATION BOX. ( SALVAGE KEY NOTES 60 SALVAGE & REINSTALL MAILBOX. 61 SALVAGE & REINSTALL LIGHT & JUNCTION BOX SHEET LEGEND — — PROPERTY LINE ME I I ME I I DEMOLITIONMORK LIMITS (SHOWN OFFSET FOR CLARITY). CLEAR AREA SHOWN AND REMOVE ANY AT -GRADE STRUCTURES UNLESS NOTED OTHERWISE. SAWCUT LINE ® REMOVETREE (:i) SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 &-8 REO PR0F6 G I N(j54�8�0,�i �GIN 5 GNE A OREGON Ff� , .13 94NiH010 E%PIMTION DATE: 12/31/2020 Z 5W O J W UW> ' r Ly J Z UQ_Q _l � a_ WU)w F= o QwwLLI w - I 0 Z U ;° J=_j _ mow M LL W z 01-0 Z C'7 Nzv DEMOLITION PLAN PROJECT # 202006 DRAWN CDM CHECKED AS DATE 09.15.2020 SHEET C2.1 ©MO IGXT2030 Ey TBGA ftenb,Pknnen y W 3 1 wz �EET E O V / - O o O = � J 21 Q iTRE2T 0L � !n 1 43 1 43 42 1 .3M: SOUTHWEST FLANGE BOLT OF FIRE HYDRANT. ELI V: 480.18' RIM: 477.72' I.E.: 472.53'(N) I.E.: 472.62'(W) 1 CURB INLET 1 I.E.: 474.32'cW) I.E.: 474.26'(E) I.E.: 474.03' INLET 1 800 Willamette Street, Sults 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koff.. SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. . / DEMOLITION KEYNOTES 20 SAWCUTLINE. 21 REMOVE CONCRETE CURB & GUTTER. 22 REMOVE EXISTING ELECTRICAL VAULT AFTER NEW SERVICE HAS BEEN INSTALLED. ❑X PROTECTION KEY NOTES 40 PROTECT CURB AND SIDEWALK. 41 PROTECT ELECTRICAL VAULT. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT TREE. 44 PROTECT FENCE. 45 PROTECT IRRIGATION BOX. ( SALVAGE KEY NOTES 60 SALVAGE & REINSTALL MAILBOX. 61 SALVAGE & REINSTALL LIGHT & JUNCTION BOX SHEET LEGEND — — PROPERTY LINE ME I I ME I I DEMOLITIONMORK LIMITS (SHOWN OFFSET FOR CLARITY). CLEAR AREA SHOWN AND REMOVE ANY AT -GRADE STRUCTURES UNLESS NOTED OTHERWISE. SAWCUT LINE ® REMOVETREE (:i) SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 &-8 REO PR0F6 G I N(j54�8�0,�i �GIN 5 GNE A OREGON Ff� , .13 94NiH010 E%PIMTION DATE: 12/31/2020 Z 5W O J W UW> ' r Ly J Z UQ_Q _l � a_ WU)w F= o QwwLLI w - I 0 Z U ;° J=_j _ mow M LL W z 01-0 Z C'7 Nzv DEMOLITION PLAN PROJECT # 202006 DRAWN CDM CHECKED AS DATE 09.15.2020 SHEET C2.1 ©MO IGXT2030 Ey TBGA ftenb,Pknnen F-11 SO OV -2 RIM=477.50 SD CB -1 IE 4" IN=474.40 (W) SO OF -2 RIM=O CB -1 IE 10' OUT�74.88 (S) FG= 717 IE 8" OUTRIM=47 .18 IE8"IN 477.18(E) S=0.40% W W W W W W W W W W _ 41 LF-4'PERF. SID RG 80 LF-8"SD W W OS 00%� W W W� Ci 42 LF-8"SD W W S=0.40% W W W W ❑ SO OF -1 SD CO -5 rn ee FG=477.00 IE 8" IN=477.50 (E) ? IE 8" OUT=477.50 IE 8" IN=477.17 (S) (W) J N 0 �n o SO CO -4 RG IE 8'IN=477.41 (S) 20' PUE N IE 8'OUT=477.41 (N) II I RD J LRD - J ORD SO STUB -4 - SD IE4"=478.22 -- 11 LF-4"SD 5=2.00% W STUB -1 SD CO -7 2" W I ti IE 10" IN=473.95 (N) 47 LF - 2'W I u: IE 10" OUT=473.95 (S) ALIGNMENT -1 G o}a 1+00 - - _ - 280.00' - 3+00 _ - N a ❑ S89°42'53"E rra'w ED CO -3 m c r 20 LF - .00% Yl m IE 8" IN=477.70 (E) w c SO STUB -1 FP STUB -1 FP 5=2.00% Ir.I IE 8" OUT=477.70 (N) rn SD SD STUB -5 IE 4"=478.63 SD 6" SO CO -6 IE4"=478.32 7LF-4'SD 41 LF-6'FP IE 8" IN=474.50 (E) r�rT 11 LF-4"SD S=2.00% IE8"OUT=474.50($) 5=2.00% SD SO STUB -3 SO SO STUB -2 RELOCATED 7 IE 4"=478.22 IE 4'=478.47 r 7LF-4'SD 7LF-4'SD ELECTRICAL I VAULT --� S=2.00% S=2.00% W W PLUG -1 6 -- FP F 2" 1+00.00 238 LF -2"W W W W G `�' W I I _ /12 LF -2"W RT 50.00' C' W22.5° -BEND -2 PROPERTY CORNER FP FP R -F FP FP P FP FP P oP F FP PLUG -1 6 240 LF - 6"FP W WW W W W W W - W .v FP 22.5° -BEND -2 6' SO CO -1 _ g LF - 6"FP SSEXSS IE 8" OUT=478.33 (W) S S LF-8"SD 83 LF-8"SD SSTUB-1 21 LF -6"S ❑ ae c y S=0.50% S=0.50% ❑w a IE6"=473.78 S 5=1.57070 0 BFI o -UZ- SO CONN-1IE =472.06 n �� N z w o EC0325 5 IE =472.06 5 y `D _ IE =473.25 6'=473.43 EXIE 8"=473.83 -- SD - EX. 16' WATER LINE SO SDMH-1 IE 10"=473.00 4 I EX. PHONE LINE IE=472.70' - - - - - EX. GAS LINE (SIZE UNKNOWN) I I I I STRUCTURE TABLE STRUCTUREID REFERNCE ALIGNMENT OFFSET STATION FP 22.5° -BEND -2 ALIGNMENT -1 3+40.70 RT 52.00' FP PLUG -1 ALIGNMENT -1 1+00.50 RT 52.26' FP STUB -1 ALIGNMENT -1 3+15.18 RT 37.98' S STUB -1 ALIGNMENT -1 2+95.08 RT 45.04' SO CB -1 ALIGNMENT -1 3+03.71 LT 101.25' SD CO -1 ALIGNMENT -1 2+88.86 RT 47.00' SO CO -2 ALIGNMENT -1 2+06.19 RT 47.00' SO C04 ALIGNMENT -1 1+62.55 LT 26.22' SO CO5 ALIGNMENT -1 2+61.72 LT 99.54' SO CO -7 ALIGNMENT -1 1+52.54 LT 1.66' NOTE: CB -1 IS LOCATED AT THE FACE OF CURB STRUCTURE TABLE STRUCTURED REFERNCE ALIGNMENT OFFSET STATION SO OF -1 ALIGNMENT -1 1+62.54 LT 85.37' SO OF -2 ALIGNMENT -1 1+81.48 LT 99.54' SDSTUB-1 ALIGNMENT -1 2+88.85 RT 40.33' SO STUB -2 ALIGNMENT -1 2+47.52 RT 40.33' SO STUB -3 ALIGNMENT -1 2+06.19 RT 40.32' SO STUB -4 ALIGNMENT -1 1+73.43 LT 17.44' SO STUB -5 ALIGNMENT -1 1+73.43 RT 38.79' W 22.5° -BEND -2 ALIGNMENT -1 3+38.28 RT 50.00' W PLUG -1 ALIGNMENT -1 1+00.50 RT 50.26' W STUB -1 ALIGNMENT -1 3+15.18 RT 35.03' I IT 60 RIGHT -OF -WAV WIDTH X30' TNV R CENTEE RLINE 36' CURB TO CURB I SO OV -1 7 RIM=479.00 IE 4" IN=476.00 (N) IE 8" OUT=474.90 (W) EX. FH V 2 a2 , - 3+75.05 RT 50.00' PROPERTY CORNER !!oologooL !IIIIIIIIIIN (I 1 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koff.. SHEET NOTES 1. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 2. INSTALL THRUST BLOCK ON FIRE AND WATER LINES. 3. ALL UTILITY LINES INSTALLED TO SERVE THE DEVELOPMENT SITE SHALL BE PLACED UNDERGROUND IN ACCORDANCE WITH SDC 4.3-125. 4. WATER SERVICE BACKFLOW PREVENTION EQUIPMENT ENCLOSURES AND RELATED APPURTENANCES SHALL HAVE A NEUTRAL, NON -REFLECTIVE FINISH. 5. SANITARY SEWER DRAIN SHALL BE INSTALLED IN THE TRASH ENCLOSURE ATTACHMENT. 6. PROPOSED RAIN GARDENS SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO APPROVAL OF FINAL SITE INSPECTION. 7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST- NORMALLY WITHIN FIVE BUSINESS DAYS. O UTILITY KEYNOTES UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX XX ID NUMBER (WHERE APPLICABLE) NeXXXX.XX ] LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X - STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XXX PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF - XX" XX UTILITY TYPE S=X.XX% -SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF, BEND BEND. USE THRUST BLOCK ON PIPES LARGER THAN 3'. CB CATCH BASIN CO CLEANOUT CONN CONNECTION TO EXISTING MH MANHOLE OF OUTFALL OV OVERFLOW INLET PLUG PLUG STUB STUB SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 0Ne li'254�8o DIGIT GNED %IIEGON �THONA z 5W L O W C) W 5; 1 I Ly J � UQ_Q _l � a_ WU)w o Q Q VJ LLI LLI W I F- 0 Z U ;° J=_j _ mow M LL W Qz oa z Co Nzcn UTILITY PLAN PROJECT # 202006 DRAWN CDM CHECKED AS DATE 09.15.2020 SHEET C3.1 ©MG RIGW20W WTBGN ftec-Pknnen DETAIL NOTE DESCRIPTION REF. RELOCATE EXISTING STREETLIGHT TO NORTH AS 1 SHOWN SPRINGFIELD UTILITY BOARD TO CONNECT TO EXISTING 2 16' WATER MAIN. CONTRACTOR TO COORDINATE SCHEDULE AND LOCATION. 3 CONNECT DOWNSPOUT TO SIDEWALK CHASE CONNECT TO EXISTING MANHOLE. VERIFY EXISTING PIPE 4 ELEVATION PRIOR TO CONSTRUCTION. CONNECT TO EXISTING PIPE. POTHOLE EXISTING PIPE 5 TO CONFIRM ELEVATION PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO KPFF. 6 PLUG PIPE AT PROPERTY LINE FOR FUTURE PROJECT. VENTED, AUTO -PRIMED SANITARY DRAIN IN TRASH 7 ENCLOSURE. SEE PLUMBING PLANS. CONNECT OUTLET PIPE TO INTERIOR PLUMBING SYSTEM. BACKFLOW PROTECTION, WATER METER, AND FDC BFP PIPING AND ENCLOSURES. SEE DETAILED PLAN ON SHEET C5.4. C! COVER IS LESS THAN 1'. USE DUCTILE IRON PIPE. CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS FP NOTED. SEE FIRE PROTECTION PLANS FOR CONTINUATION. GAS SERVICE AND GAS METER SHOWN FOR REFERENCE G ONLY. CONTRACTOR TO CONFIRM ROUTING AND SIZING WITH NORTHWEST NATURAL. ROOF DRAIN. DAYLIGHT DOWNSPOUT AT FINISH GRADE. RD SEE ARCHITECTURAL PLANS FOR DOWNSPOUTS. RG RAIN GARDEN VC4.1 CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AND ELEVATOIN AS NOTED. CONNECT TO DOWNSPOUT. SIZE AND ELEVATION AS SO NOTED. SEE ARCHITECTURAL PLANS FOR DOWNSPOUTS. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING W PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. POTHOLE EXISTING UTILITY PRIOR !I TO CONSTRUCTION AND REPORT ELEVATION TO KPFF. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX XX ID NUMBER (WHERE APPLICABLE) NeXXXX.XX ] LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X - STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XXX PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF - XX" XX UTILITY TYPE S=X.XX% -SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF, BEND BEND. USE THRUST BLOCK ON PIPES LARGER THAN 3'. CB CATCH BASIN CO CLEANOUT CONN CONNECTION TO EXISTING MH MANHOLE OF OUTFALL OV OVERFLOW INLET PLUG PLUG STUB STUB SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 0Ne li'254�8o DIGIT GNED %IIEGON �THONA z 5W L O W C) W 5; 1 I Ly J � UQ_Q _l � a_ WU)w o Q Q VJ LLI LLI W I F- 0 Z U ;° J=_j _ mow M LL W Qz oa z Co Nzcn UTILITY PLAN PROJECT # 202006 DRAWN CDM CHECKED AS DATE 09.15.2020 SHEET C3.1 ©MG RIGW20W WTBGN ftec-Pknnen FA 3 rt 800 Willamette street, suite 400 I I I I I 7401 i iia iEugene 0: 541.,OR902 SD OF -2 0: 541.fi84A902 I I I F: 541.684.4909 IE 8" IN=477.18 (E) I I www."ff.. BOT479.23 TC TOM OF RAIN GARDEN 7 477'.00 FG 478.73 TP RIMS4D9. I SHEET NOTES - - 47L479 479 478.20 BC i 1 SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY 477 p10 W W 2 y\ 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY 480.63 TC I 479.57 TP I I' Y I `t' s I I DIRECTION. \ \ 480.13 TP I 8 480.50 TC I D s (478.61) � 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA l q77 \ 480.00 TP e W W W _W� 1. 480.37 TC I ^ W I (478.5t) ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 478. 479.43 TC \ ` _ _ TYP. 4 I 479.87 TP I I v 4 (478.81) 4. SEE ARCHITECTURAL PLANS FOR SITE DIMENSIONING AND LAYOUT. / \ 478.93 TP \ i 480.73 TC /. I y I I 480.78 TC \ / I I / / / 478.77 TC SD OV -2 � i� � � � � 478.51 BC � i "G � � � 480.23 TP ' ' I 478.97 TC \ \ 480.28 TP o / / / 478.27 TP .RIM=477.50. . \. . . . �. . 1 1.910 I / 11 5. "NO OBSTRUCTION ZONE" SIGNS SHALL BE INSTALLED ON BOTH 478.47 TP / \ 14 479.59 TC . \ k _��_ _ I� / 480.12 TC I ' "3.1%- 8 SD OF -1 1 479 09 TP \ 480.25 TC .I 479.62 TP 11-� 13 ( I SIDES OF EACH BAY DOOR. \ I I IE 8" IN=477.17 (S) I' .478.47 BC . N . N \ 479.92 TP 479.75 TP/. ��. .( ..�. .\.. .24.74'.° .480.25 TC I 7 1479.92 TC $v 13 \ I . 480.45 . . \.� . \ 0" 4 .. 479.75 TP � 1479.42 TP I \ i . \. . CURB EXP.. I ! - 8 . 480.50 \_(480)_. 480.25TC 1 KEY NOTES / I� 20' PUE 480.41 TC/TP - L • 480.33 479.75 TP m^ X / I _ - _'._,._ 1.3% ' I a. (478.41) I\� / _ _ _ _ _ _ 7 _ (478'51) I NOTE DESCRIPTION DETAIL REF. V _ I L 15 15 1 ...480.50 1.5%. . . / . . . I. 480.50460.25 TC - 479.59 TCp - (478.6±) 480.50 15 I I I I 4779.75 TP 479.09 TP / - - � L___J L___J m I 1 VALLEY GUTTER ✓ _ - _ _ / - / - - 479.80 TCITP 2 STANDARD CURB .479.85 - J � 41°' . � 479.43 TC 480.50 480.33 f 478.93 TP I 3 CURB RAMP -TYPEI / / I '(qe 480.50 479.88 " 4 4" WHITE STRIPE OJ`�a^/ 480.50 479.88 480 I' 1 7 5 CONCRETE WHEEL STOP / --I - - ' ' _ _ �' ' ' ' ' ' ' i r : ,.' ' 479.80 TC/TP - I 6 ADA CROSSWALK \ FF=480.50 480.33 480.41 TC 479.21 I'$. G 479.91 TP BOTTOM OF RAIN GARDEN 479.86 i ! �-j--� II 478.50 FG I 7 RAIN GARDEN 1/C4.2 8 CURB SPILLWAY V .Ii . _ •` 480.00 480.50 �/ I I I 9 CURB CUT, SPACED 8' O.C. 1 dl 10 CURB RAMP - TYPE II \\ 480.28 TC 479.82 TC I 60' RIGHT-OF-WAY i 479.78 TP 479.12 TP WIDTH +3070 11 COMMERCIAL DRIVEWAY APRON, PER CIN OF \ _ 479.37 TC " / • I �G SPRINGFIELD STANDARD DRAWING 3-24 . 5 - 478.87 TP �\ +1.5% 30' TO RIW .� 479.82 RIM v I 12 ADA PARKING STRIPING &SIGNAGE CENTERLINE 479.82 TC �. I_ i \ � I \ I 479.32 TP . - _ \ 480.18 480.08 TC 479.76 TC I 13 CURB ENDING �` :-�� 479.58 TP - 479.26 TP H� 38' CURB TO CURB I THICKENED CURB. ELEVATION AT BACK OF CURB i .F .t. 479.68 480.2 4 W W 479.57 TC _ 14 Tp ,y W 480.13 W 80.35 ., 47 - i W W W W 4 �' W 4W 67 W W 480.06 J N _ ZONE SIGNS ON :. ... - INDICATED WITH BC CALLOUTS 479.07 °(o _ - - 15 EACH SIDE OF BAY DOOR :. _-_ \480.05... ... "�. N. -. 480.27 �'�_�`•. ..W .,\�'Y'.'7`YO'..'�''Y......,y. "... W.,�4W.99 •W79.87W ��'�� 479463 TClTP4�2 �'�•'_ 47821) INSTALL "NO OBSTRUCTION „ ( Il 479.81 ,y W 480. 79 4 (478 A I 479.77 L(479) _'�'_ _ (478.11) I GRADING LABEL LEGEND S- SAWCUT EDGE OF S I S (479.11) I (479.11) (479.41) RELOCATED MAILBOX (478.7±) / CALLOUT DESCRIPTION EXISTING PAVEMENT 2 (478.91) / 0 q,101 TO INSTALL CURB. w y \ w F Xy MATCH EXISTING TP. ¢ 3 I / GRADING SLOPE AND DIRECTION (DOWNHILL) - -- -- -- -- i---�T- -- �_- -- ---=w--- -- -- -- a g w ZE ISPOT ELEVATION F w p Z N DESCRIPTION LISTED BELOW. w I� NO DESCRIPTION MEANS TP OR TG \J u' _-------------�J�I I �XX.XX XX - - - - I BC BACKCURB EG EXISTING GRADE FF FINISHED FLOOR FG FINISH GRADE D FL FLOW LINE I G GUTTER 'F HP HIGH POINT LP LOW POINT ril RIM RIM OF STRUCTURE STORAGE DEPTH TC TOP OF CURB 6" MAX. (TO OVERFLOW INLET RIM) TP TOP OF PAVEMENT 15" MAX. (TO EMERGENCY OVERFLOW) (XXX,X±) EXISTING GRADE f (MATCH WHERE APPLICABLE) 5 \BTM OF BASIVSEE PLAN / SHEET LEGEND ............. /\ /\ /\ /\ /\ ........ �/\ /\ /\ /\ DRAINAGE FLOW DIRECTION - - - - GRADE BREAK -(49)- - - - - EX. CONTOUR MINOR X/\l \\\\��\\i/\��\�-----(50)----- EX. CONTOUR MAJOR \\�\\�\\�\\�\\\ 49 CONTOUR MINOR (FG) 2 50 CONTOUR MAJOR (FG) O O o 0 ° 0 0 0 ° O o O `jh o O ° p o U O° 0 ° 0 00 ° 0 00 ° 0 j0 ° o o0 ° NZ_ 000° 000°Oo 0 00° O°- 00 ° 0 0 O° 0 411000°Oo�� O°- 0 O° 0 0 ° O o_ o_ o o_ o_ o_ KEYNOTES 1 INSTALL 2" ROCK MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (0'° - NO.4 OPEN GRADED AGGREGATE) 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS CONCRETE SIDEWALK STANDARD ASPHALT PAVEMENT STORMWATER PLANTERIBASIN 1 W W W W LANDSCAPING, SEE LANDSCAPE W W W PLANS SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 ED PROFESS RAS �NaI NFtjjN 9! t�j854�8�0% IGITYf SOIGNE A OREGON Q 9gNTH0N'I* Z 5W L a. 0 J W U w> �pw le-eeJz LLJ UQQ W U) Lu z ^ O C/)LUw Z U ;° J�� _ mow M LL w O z Q 0 of Z C`7 N oz co GRADING PLAN PROJECT# 202006 DRAWN CDM CHECKED AB DATE 09.15.2020 SHEET C4.1 © COPYRIGHT 2020 fi TBG Mnitec +Planners GENERALNOTES 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. 11.4 EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS / I WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND MUST BE TAKEN TO PREVENT FLUID-CONTAINING TAX LOT 4100I� I TAX LOT 4000 I PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROVIDING A DEDICATED AREA FOR FUELING AND (E) ADJACENT SITE TO (E) ADJACENT SITE TO (E) FENCE TO REMAIN CONSTRUCTION. MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE REMAIN - NO CHANGES REMAIN - NO CHANGES I 2. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS PREPARED AND MAINTAINED IN A WAY THAT PREVENTS M, STREE TREE, AND EXISTING EASEMENTS. SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM TL FENCETYP PROPOSED PROPOSED SEELANDSCAPE 3. REFERENCE CIVIL PLANS, FOR ALL UTILITY, AND GRADING AND WATER DRAINAGE SYSTEM. S 89°42'53" E DRAINAGE REQUIREMENTS. 11.5 NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS 4. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED SHALL BE USED ON SITE. '.' ` 12. PROVIDE FOR INSTALLATION OF SPRINGFIELD WELLHEAD 37S.4gLL.LL-LL-LL- �. ? .'-q ATTHE TIME OF INSTALLATION SO THAT DIRECT GLAREAND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OFTHE PROTECTION AREA SIGNS IN VISIBLE LOCATIONS ATTHE TRASH ' PROPERTY, AND DIRECTED DOWNWARD ANDAWAY FROM ENCLOSURES, LOADING DOCKS, STORM WATER SWALES, AND % ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. NEAR THE ENTRANCES TO EACH BUILDING o LL LL RELOC TED(E) p' m '.' 4' S STREE LIGHT & S. IN COMPLIANCE WITH SDC 4.4-106(G), A PERMANENT N ,LL 7 0 ,LL 10 ,, 0 SLP EQUIP, SEE UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR SITE PLAN REVIEW NOTES .71 m ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE ' ELECTRICAL STANDARDS, UNLESS MERE PLANTED WITH NATIVE SPECIES LL • LL • LL. LL • LL. LL • LL. LL P Rg PLAN OR PLANT COMMUNITIES. REFERENCE LANDSCAPE CONDITIONS OF APPROVAL (811-20-0001 10-TYP2) 4 nc. 88-00.1 6 P gyp, 3 DRIVE AV CURB ARCHITECTURE DRAWINGS FOR DETAILS. 1. THE ALL UTILITY LINES INSTALLEDTO SERVETHE DEVELOPMENT STORMWATER RAIN G' 1 IM N UON pc*ALIGN GATE ?h CUT &APRON 6. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SITE SHALL BE PLACED UNDERGROUND IN ACCORDANCE WITH SDC - GARDEN, TVP, SEE OPERATOR, TVP O SUBMITTED ASA SEPARATE SIGNAGE PERMIT IN COMPLIANCE 4.3-125. 20'-0" L `� WITH THE SIGN STANDARDS. CIVIL -.r fi BOLLARDS AT GATE - 'pX 2. A NEUTRAL, NON -REFLECTIVE FINISH FOR THE WATER SERVICE ucOi OPENINGS, TYP -+a'.� c 7. AT LEAST 3'A"OF CLEAR SPACE HORIZONTALLY AND AT LEAST BACKFLOW PREVENTION EQUIPMENT ENCLOSURES AND RELATED w 78" OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED CO Z o v w APPURTENANCES TO BE INSTALLED AT THE SOUTHEAST CORNER TAX LOT 3800 TAX LOT 3900 � - cT � AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT Z w " $ a ALIGN LU O OF THE SITE. a °'° w 31'-0" CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 3. A SANITARY SEWER DRAIN IS TO BE INSTALLED IN THE TRASH v No < �w 8. NO FILL MATERIALS CONTAININGHAZARDOUSMATERIALS SHALL ENCLOSURE ATTACHMENT, SEE CIVIL PLANS. BOLLARDS,TYP O H- BE USED OR PLACED ON THE SITE. 4. THE BAY DOORS AND INTERIOR TRANSFER AREAS WILL BE o c (Q O 9. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS DESIGNED TO MEET CODE SECTIONS 3.6.4, 3.6.5AND 3.6.6(A) OFTHE Z EASEMENT, DS w DS DS q _ 10. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR STORMWATER MANAGEMENT MANUAL. SEE CIVIL PLANS AND p ELEVATIONS. (E) ADJACENT SITE TO I SEE SURVEY - - . LL H- 11. WELLHEAD PROTECTION CONSTRUCTION NOTES: ARCHITECTURAL FLOOR PLAN. REMAIN - NO CHANGES - o. ` ` LL LL 01 i 5. AN OPERATIONSAND MAINTENANCE PLAN HAS BEEN PROVIDEDTO PROPOSED EDGE OF ASPHALT q Z 8 • Ch ., 11.1 DNAPL PROHIBITION: THE CONTRACTOR AND ALL THE CIN FOR REVIEW TO ENSURE THE LONG-TERM MAINTENANCE m - in SUBCONTRACTORS ARE REQUIRED TO PROVIDETHE AND OPERATION OF THE PROPOSED RAIN GARDENS, CONSISTENT PAVING J L - - - J OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL I• WITH MAINTENANCE CRITERIA REQUIRED T EDSPMNANCE 3.03.1. THE _ y j c (E) CURB & CHEMICALS PROPOSED FOR USE ON-SITE TO USE OR PLAN DESIGNATES THE ONMER WITH MAINTENANCE - J --- DN c D - - O1 GUTTER TO DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEMS, FUTURE BAY OVERHEAD BAY DOOR ABOVE, I ) I REMAIN, TYP THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS ANDWILL BE DISTRIBUTED TO ALL PROPERTY OWMERSAND CONCRETE OVERHEAD SHOWN DASHED, TYP,UON. _ I - v APPROVED FOR USE ON THIS SITE(i.E., WHETHER OR NOT TENANTS OF THE SITE. PAD DOOR. SEE SEE SHT A2.1 & CIVIL DWGS _ THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY 6. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND (E) PROPERTY LINE SHT A2.1 & 2 ® 1'`F .r o PROTECTION COORDINATOR o CONTACT THE SUB DRINKING WATER RESOURCE MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE (541-7443745) WITH ANY CIVIL DWGS LOCATION, SEE DIN1.1 ow } - SURVEY F 28'-0" 16'-0" Q" 7` (E) PUBLIC ,,.2 ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. PROPOSED RAIN GARDENS SHALL FULLY VEGETATED WITH ALL BUILDING FOOTPRINT SIDEWALK TO VEGETATION SPECIES ESTABLISHEDD PRIOR TO APPROVAL OF FINAL AREA MIN TYP, UON MIN, TYP N UE REMAI TYP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED SITE INSPECTION. ALTERNATIVELY, IF THIS CONDITION CANNOT BE TRASH/ RECYCLING 10,000 SF OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND MET, THE APPLICANT SHALL PROVIDEAND MAINTAIN ADDITIONAL 11'-3" DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE AREA W/ SANITARY TOTAL BUILDING 6-0' - L' INTERIM EROSION CONTROLNVATER QUALITY MEASURES PUE I SEWER DRAIN, SEE /,-(E) FIRE HYDRANT TAKENTO PREVENT GROUNDWATER CONTAMINATION. ACCEPTABLETOTHE PUBLIC WORKS DEPARTMENT THAT WILL FLOOR AREA 11.3 CHEMICAL HANDLING, STORAGE, AND USE: CIVIL DWGS O ;�, 12,817 SF STORMWATER RAIN FULLY ESTABLISHED. SUCH TIME AS THE SWALE VEGETATION BECOMES � UTILIT VAULTS CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR FULLY ESTABLISHED. GARDEN, TVP, SEE &EDU PMENT, THE SAFE HANDLING AND STORAGE CHEMICALS, 1 1 -0" +/-35'-0" i CIVIL 7. EXISTING STREET LIGHT HEAD AS NOTED ON THE LIGHTING PLAN PETROLEUM PRODUCTS, AND FERTILIZERS AND THE WILL BE REPLACED WITH A LED FIXTURE THAT MEETS CURRENT (2) 8 FT TALL \\ // r - c . SEE CI ILO PREVENTION OF GROUNDWATER AND STORM WATER * I 3 TVP m '9 30'-0" RUNOFF CONTAMINATION. CHEMICALS USED DURING CITY A E RIALS CON STANDARDS SHALL NO MANUAL SWING / _ -- FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE GATES DS - 1.1 - � CONSTRUCTION, INCLUDING PAINT AND CLEANING ELE .. AU TO R/VJ USED OR PLACED LL THE SITE. s�S MATERIALSNVASTES, MUST NOT ENTER THE SOIL OR BE m CENTERLINE( 8. THE APPLICPROTECTION NT PERM( OR IN EXEMPITHER TION FROM WATER .S LIG W � / � �. � � . � � .p . � o . � ,EL � boyy�,. �w . � ?� I 1 CEJ WASHED INTO THE STORM WATER SYSTEM. ALL PROTECTION PERMIT OR AN EXEMPTION FROM SUB DRINKING WATER N - .q LL / \ - . - -. y . • LLLL LL LL -5"� - m CHEMICALS SHOULD BE STORED IN ADEQUATE SOURCE PROTECTION COORDINATOR. �'. - ) �� N 89° 53 275 .LL LLLL RIGHT -OF- AY WIDTH SECONDARY CONTAINMENT. 9. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND DN N DN PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES LL• LL LL LL• LL LL LL LL` + LL LL LL LL .-+.LL' LL 36 TTHESITIETO ENSURIETHEY FUNCTION AS DESIGNED T INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER - - - CURBT CURB LAND USE CODE SUMMARY - RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY 2 31'-0" THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW Oi SDC 3.2-420 5'-0" MIN. PARKING AND DRIVEWAY UPON REASONABLE REQUEST- NORMALLY WTHIN FIVE BUSINESS ALI TYP ON o I FRONT YARD SETBACK. DAYS. DRI WAV O RE AIN w ELO TED IGN n (E) ILB ) (E) 35'-P" O2 SDC 3.2-420 6-0" MIN INTERIOR AND REAR YARD O- DRIVEWAVTO PARKING, DRIVEWAY AND OUTDOOR 89°4 3"W 70.5 - O REMAI q STORAGE SETBACK. w (E) ADJACENT SITE TO I g' I O SDC 4.2-130 VISION CLEARANCE AREA, MIN ,O-0"(2) AREA CALCULATIONS REMAIN - NO CHANGES I SIDES OFTRIANGLE, TYP / PROPOSED SDC 4.4110(6)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL SITE AREA TAX LOT 3900 1.00 ACRES OR 43,560 SF MECHANICAL DEVICES PROPOSED DEVELOPMENT O5 SDC 4.4110 (B)(3XC) TRASH ENCLOSUREAREA SCREENED W/ TOTAL BUILDING FOOTPRINT AREA 10,000 SF 10'-0" SIGHT -OBSCURING SLATTED CHAIN-LINK TOTAL ASPHALT/PARKING AREA/ 21,004 SF PRIVATE WASTE (E) ADJACENT SITE TO FENCE. COVER AND HYDRAULICALLY DRIVE AISLEAREA 20'-0° I WATER EASEMENT REMAIN - NO CHANGES SEPARATE AS REQUIRED PER CITY CODE. TOTAL SIDEWALKIPAVEMENT AREA 2739 SF TOTAL TRASH ENCLOSUREAREA 173 SF TAX LOT 3700 P I TAX LOT 3600 PROPOSED 1 PARKING CALCULATIONS- TOTAL IMPERVIOUS AREA 33,916 SF (77%) TOTAL PERVIOUS AREA NOTE: EXACT TENANT USES HAVE NOT YET BEEN DETERMINED. TOTAL LANDSCAPE AREA 9,644 SF (23%) TENANT USES AND ASSOCIATES REQUIRED PARKING WILL BE SITE PLAN N CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. VEHICLE PARKING (TAX LOT 3900) LEGEND TYP BICYCLE SPACE TYP CLR A1.1 1"=20'-0" VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) END SPACE TYP c o.rc T SECONDARY OFFICE USE N ZU 1: 300 SF GROSS FLOOR AREA SPACE BETWEEN w 5,518 SF 1300 18.4 SPACES NEW BUILDING FOOTPRINT HOOPSTYP PAVEMENT INDUSTRIAL WAREHOUSING&STORAGE USE y ---- 1: 1,000 GROSS FLOOR AREA MARKING ACCESSIBLE arc 7,2999 S SF/1 1,000 7.3 SPACES PROPERTY LINE HITCHING POST a 1_0 STENCIL AS PARKING SPACE TOTAL VEHICLE PARKING SPACES REQUIRED 26 SPACES - - - UTILITY EASEMENT OR STAPLE RACK REQUIRED BY SIGN TYP, BOUNDARY LINE, SEE PER CITY CODE CODE SEE CIVIL TOTAL VEHICLE PARKING PROPOSED 26 SPACES (100%) SURVEY TYP, SEE DETAIL STANDARD 4/A1.1 (9'-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 18 SPACES(69%)LANDSCAPE AREA, COMPACT io (20 9'-0" X 16-0" AND 3Q 8'-0" X 18'-0" INCLUDES SEE LANDSCAPE 3 TYP BICYCLE PARKING 21-0" BUMPER OVERHANG) SSPACES (19%) PARALLEL ON-SITE PEDESTRIAN ACCESSIBLE) 1 SPACES (4%)F777 71 CROSSWALK STRIPING (9'-0"X18'-0"INCLUDES 2'-0"BUMPER OVERHANG) 2SPACE (8%) .;: 3'-0" ACCESS AISLE �...''' CONCRETE WALKWAY, UON io 2'-8" 1 INTERIOR PARKING LANDSCAPING 2'-6"-3' STRIPING AS aPARKING LOT AREA 21,941 SF REQUIRED BV VFY INTERIOR PARKING LOT LANDSCAPING PROPOSED 4,481 SF (20%) BICYCLE HOOP (2) 2" DIA GALV. & /Cl�(�y(2) SHORT TERM B - PAINTED STEEL CODE �l PARKING SPACES (CYCLE PIPE BICYCLE BICYCLE PARKING (TAX LOT 3900) RACK BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.63) PARKING LOT POLE CORROSION SECONDARY OFFICE USE LIGHTING (20'-0" HEIGHT, z 1 : 3,000 SF GROSS FLOOR AREA RESISTANT c 5,518 SF 13,000 TYP) EXPANSION a0 75% SHORT TERM , SPACES ANCHORS, MIN 3/a' 25% LONGTERM 1 SPACES o (E) FENCE TO REMAIN HDIA TYPICAL OF 4 $ EACH BASE PLATE m y INDUSTRIAL USE : 3( 000 SDFIGR SS F OOR AREA MIN 4" 77,299 SF 13,000 5% SHORT TERM 2SPACES x TYP)ENCE (8'-0" HEIGHT, CONCRETE 25% LONGTERM ,SPACES SLAB TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES (E) TREE TO REMAIN X - a SHORTTERM SPACES REQUIRED 3SPACES �e a n 'a �.4 LONGTERM SPACES REQUIRED 2SPACES TOTAL BICYCLE Sgj\�jjj\�jjjj�\\��\\�j\%�\ 8 SPACES SHORT TERM SPACES( PROPOSED NG SPACES PROPOSED 4SPACES STREET TREE 2 ENLARGED PARTIAL SITE PLAN LONGTERM SPACES PROPOSED 4SPACES E. ®® INDIVIDUALONG LITENANT SPAC ES NA SECURE LOCATIONBICYCLE PARKING SPACES WILL BE ADENTTED NSI SEAT THE FOR ALL UTILITY 4 TYP BICYCLE HOOP A1.1 ,/4"=,' SLB TIME OF TENANT IN FI LL BU ILDING PERM IT SU SMITTAL IN COM PLIANCE ® INFORMATION SEETHE A1.11=1-0 WITH SDC 4.6146150. THE TENANTS WILL BE MADE AWARE THAT .01 SLP SURVEY, DEMO PLAN, AND STANDARDS MUST BE MET PRIOR TO OCCUPANCY. CIVIL DRAWINGS ITVM is ARCHITECTS + P L A N N E R S 132 East Broadmy, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 A �F.pA�LIBERSON .141 T,FUGENE, OREGO� OF �yti Z 5W O W Uw> W W Ilii J Z UQ_Q LU W U) LU ` r Z Q Q rn Lu LEj �// w zU;o ' 0 - = J=_j Jow LEj LU M LL Z O Z M of �°U) E SITE PLAN PROJECT # 202006 DRAWN NC CHECKED DATE KT 9.15.2020 SHEET A1.1 ©COVMICN! NYO by TBG Mtl,ictz a%a,mz / O 125'-0" FIRST FLOOR PLAN A2.1 1/8' = V 0" h O 0 GENERALNOTES 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL, FOR REFERENCE ONLY, AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 dT ` tC� tiy� ERSON !�,ENE, OREGO�> ✓��� OF Z 5w n 0 J w UwED> �pw UQ_Q Jin WUjw ` ro Z Q Q ULLj )ww zU;o 0 - ) c = Jow ch wz LL 0 Z M �zU) CY FIRST FLOOR PLAN PROJECT # 202006 DRAWN NC CHECKED KT DATE 9.15.2020 SHEET A2.1 2.1 ©COPYR ICN! =0 by TBG kNk-..Pl-- OF E ID C0" SECOND FLOOR PLAN A2.2 118"=V o' h O ■ 0 GENERALNOTES 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL, FOR REFERENCE ONLY, AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. ARCHITECTS +P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 ddTT ` tC� r�F. AL1BERSON 14'� F-3 ''EUGENE, OREGONC> 91� OF Og4 Z w 5 nL 0. 0 J w UwED > �pw UQLU _Q .j WUjw ` ro Z Q Q U)ww LLj z ' � U;o 0 - = J---0 Jow wz ch LL 0 Z M �z� CY SECOND FLOOR PLAN PROJECT # 202006 DRAWN NC CHECKED DATE KT 9.15.2020 � SHEET A2.2 2 2 . ©COPYRI =OObb{yTB•GGkM kb+Pl— 5 E METAL ROOF, TYP F G 26 0?' T.O. PARAPET ALUMINUM STOREFRONT DOOR, TYP SYSTEM,TYP METAL ROOF. TYP C OVERHEAD BAY DOOR, TYP FUTURE BAY OVERHEAD DOOR NORTH ELEVATION A3.1 1/8" = ,'-0" G O r --,,SOUTH ELEVATION A3.1 1/8" = V-0" LIGHT FIXTURE, TYP PAINTED TILT -UP CONCRETE PANEL, TYP ALUMINUM STOREFRONT SYSTEM,TYP PAINTED TILT -UP CONCRETE PANEL, TYP GENERAL NOTES 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOW CONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. ITS ®N ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 r kV -4 SO, N 14� ''EUGENE, OREGO�v'---+ OF z W 2 n 0 J W UwED> rpw UQLU _Q .j WUjw z '�^/� O Q Q VLLj JWLU 0 zU;o ) c = Jow ch LL LUz O �cy z M �zU) EXTERIOR ELEVATIONS PROJECT # 202006 DRAWN NC CHECKED KT DATE 9.15.2020 SHEET A3.1 3.w ©�PYRIG MMbyTBGAMMtr +Rmners N KG O Hpl ;z: I ZFl ZN; )I aw ud it N J Z TYPICAL SHRUB PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2"= T-0" 440 O"40�F0 ¢ 9 EO SPACING' SPACING 'TJ" ROW "A" 3" O.G. zi 6" O.G. 5.2" 9" O.G. a 12" O.G. 10.4" 15" O.G. 13.0" La9erstroemie Indica'LeveMer Crape Myltla Mu6FTrunk 8' ht MuBl-stem, full THPH 17 1 Thuja pllcata'Hogan' I Hogan Cedar 8' M. I Matching, full, SBB 440 O"40�F0 ¢ 9 EO SPACING' SPACING 'TJ" ROW "A" 3" O.G. 2.6" 6" O.G. 5.2" 9" O.G. -1.8" 12" O.G. 10.4" 15" O.G. 13.0" SPACING"D" ROW "M 18" O.G. 15.6" 24" O.G. 20.8" 50,10.0. ACRR 26.0" 36" O.G. 30.0" 48" O.G. 41.5" 2 GROUNDGOVER 51"AGING DIAGRAM �-1 PLAN NT5 GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2' CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2"= l' -(r GENERAL PLANT SCHEDULE TREES OTY I BOTANICAL NAME ICOMMON NAME I CONT REMARKS ACRR 15 Acer robmm'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. LILA 2 La9erstroemie Indica'LeveMer Crape Myltla Mu6FTrunk 8' ht MuBl-stem, full THPH 17 1 Thuja pllcata'Hogan' I Hogan Cedar 8' M. I Matching, full, SBB ZSVG 14 1 Zelkova sermta'Village Green' Sawlsaf Zelkova 12" cal. I Matching, limbed up to approx. 6 ft. OTY SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AUC 17 Arbutus unado'Compacla' Dead Sbawbeny Tree 5gal Matching, full EUAC 14 Euom/mus alahs'Compactus' Burning Bush 5 gal Matching, full ICC 5 Ilex cremda'Compacta' Japanese Holly 3 gal Matching, full MC 5 Myrica callfomira Pacific Wax MyNe 5 gal Matching, full PLO 36 Prunus laumwrasus'OW Luyken' OW Luyken English Laurel 5 gal Matching, full SPGF 38 Spimea x bumakle'Golddame Gomame Spires 3 gal Matching, full VID g4 Viburnum daNdii David Viburnum 3gal Matching, full VIT 4 Viburnum gnus'Spring Bouquet Spring Bouquet Laures8nus 5gal Matching, full Creeping Mahoma GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT REMARKS AU 78 Anlostaphylos uve-umi Krnniklnnlck 1 gal Matching, full, 24" c.c. NADF 37 Nandina domes6ca'Flre Power Firepower Nandina 3 gal Matching, full, 24" O.C. NAK 67 Narclssus x'King Alfred King Alfred Daffodil bulb Plant In clumps of 5-6 bulbs. Bulbs 2' apart. PEAH W Pennisetum a lopscurooes'Hameln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" o.c. RFG 48 Rudbecea fulgida'Goldsaum' Black Eyed Susan 1 gal Matching, full, 18" o.c. RAIN GARDEN #1 - 1851 SF. SCHEME 1 DOUGHERTY GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS CO 285 Centersqusmash Small Camas bulb Bulb, 1T... CAO 11,171 1 Carex obnupls I Sough Sadie 4' pot I Matching, full, 12' o.c. JUPA 1998 1 Juncus patens ICallfbmia Gray Rush 4' pot I Matching, full, lY o.c. RAIN GARDEN #2 - 3941F. SCHEME 3 DOUGHERTY TREES OTY BOTANICAL NAME COMMON NAME CONT IREMARKS ACG F 541.683.8183 12 www.DLAdesign.com Acer gdseum Peperbalk Maple 1.5' cel. Single stem, BBB, matching, full Z 5W SHRUBS OTY O I BOTANICAL NAME J ICOMMONNAME ISIZE IREMARKS COBA I5 2 Comus alba'Bailhalo' ry C) Ivory Halc Dogwood 5gal Marching, full COSK 3 LU � Cornus sencea'Kelseyi J 1i--_ Dwarf Retllwig Dogwood 2 gal Marching, full MAR 112 LLI Q LLI Mahoms repens Z Uro Creeping Mahoma 13gal I Matching, full SPD 13 N�NNZN L.L Z M NoU) 1 Spireea dcuglasii Western Spires 15gal I Matching, full 1 I 279 279 _`�O (� • ,` `' • L"I Devld J. Dougherty E -I OREGON GROUND COVERS OTY I BOTANICAL NAME COMMON NAME CONT IREMARKS CAO DATE 09.15.2020 1178 Carex obnupta Slough Sedge 4' pot I Matching, full, 12'o.c. JUPA 1143 Juncus patens California Gray Rush 4"pot I Marching, full, iYo.c. GENERALNOTES 1. SEE CIVIL PLANS FOR GRADING AND STORMWATER FACILITY DOCUMENTATION. 2. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION. 3. EXACT PLANT SPECIES, SIZES AND LOCATIONS ARE PRESENTED FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET THE CONDITIONS OF SITE PLAN REVIEW APPROVAL AND APPLICABLE CODE REQUIREMENTS. 4. PROVIDE MULCH CIRCLE AROUND PROPOSED STREET TREE. IRRIGATION SYSTEM DESCRIPTION 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE DESIGN / BUILD BY CONTRACTOR. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 4. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 5. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 6. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 7. SYSTEM WILL BE OPERATED AUTOMATICALLY. LOCATION OF AUTOMATIC IRRIGATION CONTROLLER TO BE COORDINATED WITH OWNER. POWER REQUIREMENTS TO BE COORDINATED WITH GENERAL AND ELECTRICAL: 120 V HARDWIRED POWER CONNECTION. PLANTING LEGEND + STREET TREE TO BE REMOVED ® GROUNDCOVER O EXISTING STREET TREE TO PERENNIALS REMAIN JUNCUS PATENS PROPOSED TREES CAREX OBNUPTA CAMAS QUAMASH SHRUBS EXISTING FENCE IRRIGATED LAWN -- PROPERTY LINE NON -IRRIGATED LAWN 4L NOTE =ET NTS TED 3E LANDSCAPE PLAN 0 4 8 16 32 64 SCALE: 1/16" = 1'-0" Y NORTH DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com Z 5W O J W 2 ry C) � J UQ_ LU � J 1i--_ W U) ` � r �0 Z LLI Q LLI /� V LU Z Uro v = Jow I co W o LL N�NNZN L.L Z M NoU) LL 1 I 279 279 _`�O (� • ,` `' • L"I Devld J. Dougherty E -I OREGON �`PR Ag PROJECT# 202006 DRAWN RS CHECKED DJD DATE 09.15.2020 SHEET LA 1 t• ©COP IGHT2020by TBGMchilec6+mamm SITE LIGHTING PHOTOMETIC PLAN LEGEND ee FOOT CANDLE LEVELS (FC) PHOTOMETIC CALCULATION ZONE POLE LIGHT -20' POLE/ 134W LED FIXTURE HEAD (FULL CUT-OFF & HOUSE SIDE SHEILDING) i 9 `z3 BUILDING MOUNTED LIGHT- 134W LED FIXTURE HEAD (FULL CUT-OFF) + UNDER CANOPY LIGHT- 49W VAPOR TIGHT LED f I I I I I I I I I I I I I 0��02 02� OL�'0'I'0 O.T X43-°"`430°3 ;OT`�UT 43�`U3`-U3"�13" `0"3 *b3 "'`O4 `04 X04` 0`4 Z04` Ob `U4 "`04" `0:4 '�0.4 014 ` 4 "'`O4 `04 "�0.4 `04 X04" yob `Y1.3 "`0.3 `A3 '10.2"' `OZab3 "'`03 `03 "'03" 0"3 03" 0.3 0.3 0.2"' d2 02"' 1 U. +03'�W�++0.3 ++02'+42 03 O8 ]0.3++04 `d4 ++05++0'S+`^05 ++OB +08 '�08++OT. X08++03 +OB '+Od +0] -0.7-+0'] 1'0]'`0] +0]'09' `0'] 09' V V 0.4 `d3 'OV3'+02+2+++ .. ._ _ .. .. _ ., ., r _ a ._ . _ a .. �� ., .4 k. 0.4 '" '" '" 0.5+0.8. Oe] +0.8+ 0.9 X0.9 + 0.9� 1,0 L�+ `1.4 +1. SITE POLE LIGHT +1.8 +1.8 +1. +1.8 +1] +1.8 `ls 44 +43 (TYP. OF 2) `oz +`as ;io.'1,++ +28- 2.fi 3, ;.4 "JA ,%5, 1 +2.0 +2 +2.5 +341+2.9 +/Q 8 �2:0� + w2.4 +1.8 +1. �8+ W +2.5 +2. +�1.8 +2.2 +2.1 2.8 11.1* �1+1 -42 +`1.4 3` ++1.8� 2.1 2.2' L.8 ++2.]` 1A ].1 1.1 1.2 1.2 1.2 1.1 1.8 8. 8.8 ] 0] 0] 8.8 9.8 9.9 02 8. 9.8 9, 5+ M X93 W � B O. s. �.5 'te 1.7 '1.7 '1.7 'te 't4 '1 1.1 1.1 `to ti CITY OF SPRINGFIELD STREET LIGHT & GROUND q 2.0 . .1 `2 2 2 3 `2 2 `2BOX. REPLACE FIXTURE HEAD WITH CITY .2 +2.1 +1.8 +1. +1.8 +1.5 `1.4 1.: ) I GROUND J -BOX SPECIFIED LED HEAD. 1 IP.8 +2.9 +2.8 +2.8 +2] +28 +2.5 +2a +21 +2.0 `19 `1A RELOCATE POLE & GROUND BOX AS SHOWN. >. ` 5 +2.5 +2.3 +2.2 +2.1 +2.0 +2.3 +2.8 +2.8 +2.9 +3.0 +31 +3.3 +3 5 +3.8 +3 8 +3.8 +3.5 +3.0 +3.2 +3.4 +3] +4.0 +4.2 +4.1 +3.8 +3.6 +3.6 +3 5 +3.3 +j.8 +3.8 +3.4 +3.3 +3.2 +3.2 +3.2 +3.0 +2] +2.8 +2.4 +2.3 +3.4 +3.3 +3.1 +3.0 +27 +2.4 +2.0 ` ' I I +28 :.1 +2.4 +2.3 +2.3 +2.3 +2.8 +2.9 +3.0 +3.2 +3.3 +3 +3.9 +4.1 +4.2 ` 5 +4.8 +4.4 +3] +4.0 +4.2 +45 +4] +4.8 +4.8 +4] +4.4 +4.4 +43 +4.# jV.3 `4.2 `49 `3.8 `37 `37 `3.8 `3] `3.4 `3.2 `3.9 `2.9 `4.3 `4.0 `3.8 `3.8 `3.3 `29 `2.4 `29 `18 `13 `1.9 0.7701 1 25 2 +24 +2.4 +23 +25 +28 +32 `3.4 `3.8 `3.9 4.1 `4.4 `48 +48 `i2 i8 +4] `4.3 `4.8 `4.8 5.1 `i2 i2 5.3 `5.3 `5.1 `50 +50 59 I�l9 `4.8 `4.4 `4.2 4., `4., `4.2 `4., `3.9 `3] `35 `33 `i0 `4.8 `4.4 `4.2 3.8 3.3 `2.9 `2.4 `1.9 `1.5 `1.1 0] 9.II +28 2I +29 `2.8 `26 +28 +31 +34 `3.8 `4., `4.4 4] `4.9 `5.3 `i5 `i8 8.0 `i0 `4.8 `4.9 `i2 5A `54 54 5,5 `i5 `5A `53 `i2 `5.ji li0 `4.9 `4] `4.8 45 `45 `4.4 `4.3 `4., `3.8 +36 +34 `5.3 `i0 `i0 `4.8 4.3 3.8 `3.3 `2] `22 `i] `1.2 0 +0.1 28 +2f `2] `2] `2] +28 +31 +3.5 `3.9 `4.3 `4] 5.1 `i4 `i8 `8.0 `i8 `8.2 `4] `i2 `i8 `i9 `i8 `i8 i5 i8 `i9 `8.1 `8.0 `5] it i0 `4.9 +i0 +i0 4.9 +4.fi `4.4 `4.3 `45 `4.4 `4.1 `38 `i5 `i2 `i4 `i2 4.8 4.2 `3.8 `2.9 +23 +1.8 +1.3 0.8 +0 II � +25 `2.1i +2] +2] +2] +2.8 +30 +3.4 +3.9 +4.4 +4.8 +i2 +i8 +8.0 +8.3 +8.1 +8.8 +i0 +5] +8.2 +8.4 +8.4 +8.1 +i8 +8.2 +8.4 +8.8 88 ` BUILDING MOUNTED LIGHT '4.8 +i0 +5.1 +4.8 +4.3 +8.1 +i8 +i8 +54 +i0 +4.4 +3] +3.1 2.3 2.1 `2.4 `25 `25 `2.8 `2.8 +3.3 +3.8 +4.5 `5., `5A `i8 `i8 `8.2 `8.8 `].5 `i9 `].3 `].8 `].5 `8.8 `i8 `i0 `i9 `81 `]] ` +].8 ` (TYP' OF 8) `8.8 +8.2 +i8 +i2 +i0 +4.8 +4.0 II. `2. `2.P `2.0 +2.2 `2.3 `2.4 `2] +3.1 `3] `45 `5.3 `i8 `i9 `8.2 `8.9 `].5 `]] `5.1 +fi. +].0 `8] `i9 `5.3 `4.8 `5.3 `8.0 +fi.9 +].3 +fi.9 SA 5.0 14.4. +4.4 +4s `.4 +4.0 42 `-0.5 `s2 ` `i8 `44 ].0 `].0 `8.2 `i8 `5.3 `i0 ` +�3NW 28 +`18 W`13 18 1 `1.8 +1.8 `1.9 `2., `2.3 +2.8 `2.9 `3.4 `3.9 `4.2 `4.0 `4.3 `4.9 `i9 `4. - -- --,I I I II 1 � +4] +i8 `4.4 `3.9 `3S `3.4 `2.9 AA I� W ✓♦ i.p `1.3 `1.4 `18 `1.8 +2.0 +2.3 +2.9 `3.5 `4.0 `4.4 `4.1 `4.8 `5fi `], `s. 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'O.S+� Y ` +21 +2.5 /3A2 3.0 33 8"+4 35 "`4 5.2 "+4']W+ '+28 ` 3 '23• ` '21 ie�we 18" +W.e 1.8 +2. �2 ' ` +Y3 `3'S�'.5 //�T 2n.c �0]�+0.0_+. ��09.�Od ` -+22 / 2.]\ 2.] +28 ++59 `§0 55 +56 452++4:4+++8 ++2F .+ 1 2�3 22.1 �18 V+17 4] ,1L] 18 20 `2 +25 .+ +++34++ 2+25:A +56 +5,6 `48 8: 5.8 +5.8 5/ 2 4.8�� �3.3��2 1.8� O.BW �`8ris 11 +0.4 +0.4 +14 03 +03 +0.3 +.5 e -0.'i_• w.w� `9.3 +++�Sr .2 +0.2 ' .2 ` 3 +0.5 +01] 1.1 +1.4:/18. +2- +2.2 +2 +2.] 3.2 +'02 0.3 `OS 0] 1.0 1.2 i. `i] `i `2.1 2] ,,` .1 `0.1 .1 0.2 0.2 0.3 8.4 q8 8.8 i. 1.2 `i `1.8 ` +2.22 fib / zi SITE LIGHTING PHOTOMETRIC PLAN o 2 GN c `1.4 +1. +1.4 +1.8 +1.8 +1. +1.8 +1] +1.8 `ls 44 +43 1.5 +/l ] +3.2 -' 8 +28- 2.fi +23 1.6 +18 +1] +1.8 +2.0 +2 +2.5 +341+2.9 +/Q 8 +3.] `.0 +43 +1.8 +1. +1.8 +2.2 +2.5 +2. +2.5 ` +2.2 +2.1 2.8 lug 3` .3 2.1 z _.8 4],�3y8 �_ +.2 .8 ,,.'_� 2�8 X2.5 +2�_.2 2_a +y.9� +2.0+ X3.2 X2.3„ ` X2.8 2,8� .1�`3,9.fi 2.8 3. 3.5 2.12.8 �5. 5.1 3. 3.3 .0 2.8 3.7 1A ].1 1.1 1.2 1.2 1.2 1.1 1.8 8. 8.8 ] 0] 0] 8.8 9.8 9.9 02 8. 9.8 9, 5+ M X93 W � B O. s. �.5 'te 1.7 '1.7 '1.7 'te 't4 '1 1.1 1.1 `to ti CITY OF SPRINGFIELD STREET LIGHT & GROUND q 2.0 . .1 `2 2 2 3 `2 2 `2BOX. REPLACE FIXTURE HEAD WITH CITY .2 +2.1 +1.8 +1. +1.8 +1.5 `1.4 1.: ) I GROUND J -BOX SPECIFIED LED HEAD. 1 IP.8 +2.9 +2.8 +2.8 +2] +28 +2.5 +2a +21 +2.0 `19 `1A RELOCATE POLE & GROUND BOX AS SHOWN. >. ` 5 +2.5 +2.3 +2.2 +2.1 +2.0 +2.3 +2.8 +2.8 +2.9 +3.0 +31 +3.3 +3 5 +3.8 +3 8 +3.8 +3.5 +3.0 +3.2 +3.4 +3] +4.0 +4.2 +4.1 +3.8 +3.6 +3.6 +3 5 +3.3 +j.8 +3.8 +3.4 +3.3 +3.2 +3.2 +3.2 +3.0 +2] +2.8 +2.4 +2.3 +3.4 +3.3 +3.1 +3.0 +27 +2.4 +2.0 ` ' I I +28 :.1 +2.4 +2.3 +2.3 +2.3 +2.8 +2.9 +3.0 +3.2 +3.3 +3 +3.9 +4.1 +4.2 ` 5 +4.8 +4.4 +3] +4.0 +4.2 +45 +4] +4.8 +4.8 +4] +4.4 +4.4 +43 +4.# jV.3 `4.2 `49 `3.8 `37 `37 `3.8 `3] `3.4 `3.2 `3.9 `2.9 `4.3 `4.0 `3.8 `3.8 `3.3 `29 `2.4 `29 `18 `13 `1.9 0.7701 1 25 2 +24 +2.4 +23 +25 +28 +32 `3.4 `3.8 `3.9 4.1 `4.4 `48 +48 `i2 i8 +4] `4.3 `4.8 `4.8 5.1 `i2 i2 5.3 `5.3 `5.1 `50 +50 59 I�l9 `4.8 `4.4 `4.2 4., `4., `4.2 `4., `3.9 `3] `35 `33 `i0 `4.8 `4.4 `4.2 3.8 3.3 `2.9 `2.4 `1.9 `1.5 `1.1 0] 9.II +28 2I +29 `2.8 `26 +28 +31 +34 `3.8 `4., `4.4 4] `4.9 `5.3 `i5 `i8 8.0 `i0 `4.8 `4.9 `i2 5A `54 54 5,5 `i5 `5A `53 `i2 `5.ji li0 `4.9 `4] `4.8 45 `45 `4.4 `4.3 `4., `3.8 +36 +34 `5.3 `i0 `i0 `4.8 4.3 3.8 `3.3 `2] `22 `i] `1.2 0 +0.1 28 +2f `2] `2] `2] +28 +31 +3.5 `3.9 `4.3 `4] 5.1 `i4 `i8 `8.0 `i8 `8.2 `4] `i2 `i8 `i9 `i8 `i8 i5 i8 `i9 `8.1 `8.0 `5] it i0 `4.9 +i0 +i0 4.9 +4.fi `4.4 `4.3 `45 `4.4 `4.1 `38 `i5 `i2 `i4 `i2 4.8 4.2 `3.8 `2.9 +23 +1.8 +1.3 0.8 +0 II � +25 `2.1i +2] +2] +2] +2.8 +30 +3.4 +3.9 +4.4 +4.8 +i2 +i8 +8.0 +8.3 +8.1 +8.8 +i0 +5] +8.2 +8.4 +8.4 +8.1 +i8 +8.2 +8.4 +8.8 88 ` BUILDING MOUNTED LIGHT '4.8 +i0 +5.1 +4.8 +4.3 +8.1 +i8 +i8 +54 +i0 +4.4 +3] +3.1 2.3 2.1 `2.4 `25 `25 `2.8 `2.8 +3.3 +3.8 +4.5 `5., `5A `i8 `i8 `8.2 `8.8 `].5 `i9 `].3 `].8 `].5 `8.8 `i8 `i0 `i9 `81 `]] ` +].8 ` (TYP' OF 8) `8.8 +8.2 +i8 +i2 +i0 +4.8 +4.0 II. `2. `2.P `2.0 +2.2 `2.3 `2.4 `2] +3.1 `3] `45 `5.3 `i8 `i9 `8.2 `8.9 `].5 `]] `5.1 +fi. +].0 `8] `i9 `5.3 `4.8 `5.3 `8.0 +fi.9 +].3 +fi.9 SA 5.0 14.4. +4.4 +4s `.4 +4.0 42 `-0.5 `s2 ` `i8 `44 ].0 `].0 `8.2 `i8 `5.3 `i0 ` +�3NW 28 +`18 W`13 18 1 `1.8 +1.8 `1.9 `2., `2.3 +2.8 `2.9 `3.4 `3.9 `4.2 `4.0 `4.3 `4.9 `i9 `4. - -- --,I I I II 1 � +4] +i8 `4.4 `3.9 `3S `3.4 `2.9 AA I� W ✓♦ i.p `1.3 `1.4 `18 `1.8 +2.0 +2.3 +2.9 `3.5 `4.0 `4.4 `4.1 `4.8 `5fi `], `s. SITE LIGHTING &GATE POWER `s9 `e.e 4.9 42 `37 +3.6 +3.1 +zs +ta +1 I "L-12,14' (RELAYS #1, #2)&"P1-21" h I' 11 1.0 `1.2 `1.3 `1.8 +1.8 +2.2 +2.8 `3.5 `4.2 `4] `4.3 +4.9 +8.4 +].9 `]. __ 1 `58 +8.8 +5.1 +4.4 +3.8 +3.8 ` . ` . .1 ] 1 C. W/5-#1OCU. I� `0.9 +1.0 +1.2 +1.5 +1] +2.1 +2.8 +3.8 +45 +5.1 +4] +5.2 +].5 `8] `]. -- 1"C. LOW VOLTAGE +6.1 +5.0 +4.8 +4.2 +4.0 +3.5 W+2.1 +1. .1.0 ` . `1.0 `1.1 `1.3 +1.5 `1.8 `2.2 `3.9 `3.8 `4.8 `5.7 `5.0 `5.5 .1 10.4 \. j `4... `5.1 `4.8 `4.4 `4.4 `4.2 ` .] 3. .3 1 ti 3 l . UNDER CANOPY LIGHT . 1 1 1 ' 3 11 `1.2 +1.4 +1.8 1.8 s] +1. 0.3 '3 +11 8 1 +4:2 4. ` +4.5 4 ` .2 3. ` .2 +2. ` 4 I .8 +0.� (TYP. OF 3) I +1.5 . .i .1.5 +1] +1.8 +2.1 +2.3 2.8 3.4 4.2 5.1 9.9 i2 X5.9 +'1 0.3 +11.6 +11 3 4.1 +4.2 +4.8 +4.8 +4.5 +4.2 +3]1(e I .2] +2. yl .6 II11. + .8 1 1.8 +2.0 +2.2 +2.3 +2.4 +2.8 +3.4 +4.4 +5.1 +5.8 +5.1 +5.8 HI .9 `10,2 `101 � 4.5 +4.4 +5.1 +5.0 +4.5 +4.1 +3Z 3.2 2.] `z. tiY .Q. I'�,1 y9d� I 1 ��ILI, III,y 22 2 +2.3 +2.4 +2.4 +2.4 +2.4 +2.8 +3.3 +4.2 +i0 +5.8 +5.0 +5] +11 9 `103 +1 5 11x+4.4 +4.4 +i0 +4.9 +45 +4.1 +3] +3.2 +2] +2. 9' +2 +2.8 +2.8 +25 +25 +2.4 +2.8 +3.3 +4.1 +4.8 +5] +4.9 +55 21 0.1 +11p9 `118 4.1 +4.2 +4] +4] +45 +4.2 +38 `. yl .5 I1.0' +.1 /2.62f +2] +2.8 +25 +25 +2.4 +2.8 +3.2 +4.0 +3.5 +4.1 +3.0 +3.5 ` .9 `9.s`9. `4.3 `4] `4] `45 `45 `4.3 `3.8 `3.2 `z.5 `1. ' A + J4L 2.8 2. 2.8 `25 `2.4 +2.4 `2.4 `25 `3.2 `3.5 `3.4 `4.0 `2.9 3.3 1 2 `80 `]. `49 +i4 +4.9 +45 +43 +42 +3] 30 2.3 1 it 2 p.8w ILIL111 II . +2.8 2.P `25 `2.4 `2.1 `2.2 `2.3 `2.4 `28 `32 `33 +3.8 +2] 32 11.3 �9 �8. X54 `8.3 `5.1 `45 `41 +38 +34 +2] +2.1 +1.4. +.d(; .` 2s +2I 23 SITE POLE LIGHT 2$ 28 '28 +3.5 d.5 3.0 5 +9. j X59 +8.8 +5.1 +4.4 +3.9 +3] +3.3 +2.8 +2.0 1.tilO7 ' (TYP. OF 2) , L ` i `2. 26 +2.3 ai i.0 i., i.o au `2.I +26 +2.8 �t3� 2.3 2.9 +81 4.5 `8.5 `4.8 `4.2 `3.8 `3.5 +3.1 +2.5 +1.8 �0 +0'.i s - _ + + + + + + + --- _-. j,¢_2,Z �.1 2.5 2_0� II F +4.4 +5.2 +4.3 +3_8_4.3 +4.0 `3.5-`z.]-2.2 �1. 1.=w♦♦(%8 d ` - T� -- -23. D 5 15.4 `43 ` .8 +8.5 8.0 +5.4 5.2 +4.8 4.3 ` ` 1 +t.3 �0]" +. 'O.S+� Y ` +21 +2.5 /3A2 3.0 33 8"+4 35 "`4 5.2 "+4']W+ '+28 ` 3 '23• ` '21 ie�we 18" +W.e 1.8 +2. �2 ' ` +Y3 `3'S�'.5 //�T 2n.c �0]�+0.0_+. ��09.�Od ` -+22 / 2.]\ 2.] +28 ++59 `§0 55 +56 452++4:4+++8 ++2F .+ 1 2�3 22.1 �18 V+17 4] ,1L] 18 20 `2 +25 .+ +++34++ 2+25:A +56 +5,6 `48 8: 5.8 +5.8 5/ 2 4.8�� �3.3��2 1.8� O.BW �`8ris 11 +0.4 +0.4 +14 03 +03 +0.3 +.5 e -0.'i_• w.w� `9.3 +++�Sr .2 +0.2 ' .2 ` 3 +0.5 +01] 1.1 +1.4:/18. +2- +2.2 +2 +2.] 3.2 +'02 0.3 `OS 0] 1.0 1.2 i. `i] `i `2.1 2] ,,` .1 `0.1 .1 0.2 0.2 0.3 8.4 q8 8.8 i. 1.2 `i `1.8 ` +2.22 fib / zi SITE LIGHTING PHOTOMETRIC PLAN 4.1 :.0 : `3.2 ` . `2.3 ` .8 +1.4 ' .1 10.7 1. 2.8 '1-2.2 '2.8-1.8 '�3 '1.8/+..6 11 oll RELOC TED (E) STREE LIGHT & GROU D BOX N 4I o zm GN c U az z� U ie wLu -, 44 +43 +41 +/l ] +3.2 -' 8 +28- 2.fi +23 +20 +18 +1] +1.8 +2.0 +2 +2.5 +341+2.9 +/Q 8 +3.] `.0 +43 44.2 3 5. lug 3` W z _.8 4],�3y8 �_ +.2 .8 ,,.'_� 2�8 X2.5 +2�_.2 2_a +y.9� +2.0+ X2.3„ z.8 2,8� .1�`3,9.fi 3. 3 �5. 5.1 .4 3.3 .3 3.2 3.8 2. 2.5+ 2.3 2.1 2.1 2. 2.8 2 2.1 2.3 .4 2. .8 3.1 .2 3.2 32/3025.1 4.8 `3.1 ` .1 `3.1 ` .0 +3.0 2.8 +2.8 2.3 +2.1 2.8 `i. +1.8 `i `1.8 ` . `1.9 ' .1 +2.3 ' .5 +2.8 1;3 .0 +3.0 3.8 +`4.7 4.4 + .8 +2.8 + .8 +2.6 2.6 +2.5 2.3 +2.1 1.8 +1. +1.8 +1 +1.8 + . +1.8 + . +1.8 + .0 +2.3 + .5 +2.8 2.5 +2.5 2.5 +2.5 3.8 3. `2.0 + �0 2.0 2.8 2.0 2.1 +2.0 1.8 +1. 1.5 1 1.3 + - -1.3 + .4 1.5 + .8 +1.8 + .8 +2.1 2.8 +1.8 2.8 +2.8 -11. +3. +3.8 4.1 :.0 : `3.2 ` . `2.3 ` .8 +1.4 ' .1 10.7 1. 2.8 '1-2.2 '2.8-1.8 '�3 '1.8/+..6 11 oll RELOC TED (E) STREE LIGHT & GROU D BOX N 4I � JUSTIN SLAY 0 #5252So� 00, z W 2 a. 0 W Uw UQLU_ J � W~ ` o r H- O Q W U W W Q z USO J�_j >=JoW c� LL Lu z 0� LL Z c� I�°u SITE LIGHTING PHOTOMETRIC PLAN REVISIONS: DATE: PROJECT# 0000 DRAWN JP CHECKED JP DATE 09.11.2020 SHEET E000 ©COPYRICN =Oby NewN y9ednc. n o zm GN c U az z� U ie wLu -, N U Lu Ant GW lug 3` W z � JUSTIN SLAY 0 #5252So� 00, z W 2 a. 0 W Uw UQLU_ J � W~ ` o r H- O Q W U W W Q z USO J�_j >=JoW c� LL Lu z 0� LL Z c� I�°u SITE LIGHTING PHOTOMETRIC PLAN REVISIONS: DATE: PROJECT# 0000 DRAWN JP CHECKED JP DATE 09.11.2020 SHEET E000 ©COPYRICN =Oby NewN y9ednc. n