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Plan, Tentative APPLICANT 6/9/2020
ZAP, LLC -SITE PLAN REVIEW NORTH 30TH STREET SPRINGFIELD, OREGON BUILDING OWNER ABBREVIATIONS ZAP, LLC B AT TITLE SHEET 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 ROW RIGHTOFWAY UTILITY PLAN T.O.TOP OF ARCHITECT/PLANNER TMP TYPICAL UON UNLESS OTHERWISE NOTED Vww 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 q SYMBOLS DRAWING INDEX ROOM IDENTIFICATION ROOM NAME T1 TITLE SHEET A2.2 SECOND FLOOR PLAN A3.1 SURVEY + P L A N N E /^_ \TOPOGRAPHIC CIVIL III -B, FULLY SPRINKLERED BUILDING STRUCTURE GRID �- - GROSS PROJECT AREA: 43,560 SF (1.00 ACRES) ZONING: LIGHT MEDIUM INDUSTRIAL (UMI) C1.1 CIVIL NOTES C2.1 DEMOLITION PLAN C3.1 UTILITY PLAN KEYNOTE O C4.1 GRADING PLAN J EC1.0 EROSION CONTROL ARCHITECTURAL A1.1 SITE PLAN A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 EXTERIOR ELEVATIONS LANDSCAPE LA -1 LANDSCAPE PLAN ELECTRICAL E000 SITE LIGHTING PHOTOMETRIC PLAN VICINITY MAP N.T.S. BASIS OF DESIGN PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT WITH A 2 -STORY SINGLE live TENANT 12,817 SF BUILDING WITH ASSOCIATED UTILITIES, PARKING, LANDSCAPING, AND OTHER SITE ARCHITECTS INFRASTRUCTURE MERE REWIRED TO + P L A N N E 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 39DO 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 Ai��T tiy1�0D F / nLl ERSON ENE, OREGO 11 N OF 00 Z 5W O J W� Vww ry Q W Ii 1--ee J UQ_Q LU W U) LU ` Z Q Q vJLULU zU;O ' 0 — = 1: _j Jow LU M LL ` Z Z of E °U) TITLE SHEET PROJECT # DRAWN 202006 NC CHECKED DATE KT 6.09.2020 SHEET T1 ©COVMICNr NYO by TBG Mtl,ictz a%a,mz 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 E o; GENERAL NOTES 1. SURVEY PROVIDED BY ROBERTS SURVEYING, DATED MARCH 22, 2020. ELEVATIONS ARE BASED ON CITY OF SPRINGFILED VERTICAL DATUM ESTABLISHED PER BENCHMARK NO. 538, A MAG NAIL & 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 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 BY A 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 ENGINEERES 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 OSHA. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF SPRINGFILED 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. 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 SITE PLAN 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 CONTRACTOR AND 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 OFF-SITE 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: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND 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. ABBREVIATIONS 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 CONTROLPOINT R A DELTA RD D/W DRIVEWAY R.O.W DIA,O DIAMETER S DIP DUCTILE IRON PIPE SO E EASTING SDMH EXISTJEX 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 SAW 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 WA 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 (FTAFT) 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 NOTE 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 & 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. SHEET INDEX Sheet Number Sheet Title GENERAL C1.1 CIVIL NOTES C2.1 DEMOLITION PLAN C3.1 UTILITY PLAN C4.1 GRADING PLAN LDAP EC1.0 EROSION CONTROL NOT FOR CONSTRUCTION 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wwwApff.wm PROFESS O�-n 854��8��0����v l DIGI LLYGNED +, A OREGON ��r_,✓f fXRMTION DATE: 12/31/2020 Z SLLI L 0. O J LLI W U LLJ eeeeeeee- ryo 0 Ly �J0� UQz WQ J�Dee LL] M LL I ' o - Q v J Luw LLJ - I U z Uro _j J M LOLL z W OIx Z C`7 N zz °oi CIVIL NOTES PROJECT# 202006 DRAWN CDM CHECKED AS DATE 6.9.2020 SHEET C1.1 © COPYRIGHT 2020 by TBG kcbiteN ePlannme 60.00' AX _01 #4000 a 0 I I -- -- -- -- -- T-B�T�6 s2 e --C FV , 47'—jam ISRIF I�"� RIM: 47Y96 I.E.: 474 21' 1 L — — I I I � I I I / 42 60 ASPHALT DRIVE LOT 1 TAX LOT #3600 --- -- - - - I I III 43�II 1 40 1 421 43 43 �X% DEMOLITION KEY NOTES TBIM 20 SAWCUT LINE. SS SSMH RIM: 478.89' 21 REMOVE CONCRETE CURB & GUTTER. IS 471.52(5) ELEV. 22 REMOVE EXISTING ELECTRICAL VAULT AFTER NEW SERVICE HAS BEEN INSTALLED. N m X❑ PROTECTION KEY NOTES WIDTH 40 PROTECT CURB AND SIDEWALK. 30.00' 41 PROTECT ELECTRICAL VAULT. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT TREE. w 44 PROTECT FENCE. 45 PROTECT IRRIGATION BOX. a 0 I I -- -- -- -- -- T-B�T�6 s2 e --C FV , 47'—jam ISRIF I�"� RIM: 47Y96 I.E.: 474 21' 1 L — — I I I � I I I / 42 60 ASPHALT DRIVE LOT 1 TAX LOT #3600 --- -- - - - I I III 43�II 1 40 1 421 43 43 TBIM SOUTHWEST FLANGE BOLT OF FIRE HYDRANT. co ELEV. 480.18' m I w I RIM: 477.72' L E.472.53'(N) L E'. 47262'(W) O SALVAGE KEY NOTES NOT FOR CONSTRUCTION 60 SALVAGE & REINSTALL MAILBOX. 61 SALVAGE & REINSTALL LIGHT & JUNCTION BOX SHEET LEGEND PROPERTY LINE DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY). CLEAR AREA SHOWN AND REMOVE ANY AT -GRADE STRUCTURES UNLESS NOTED OTHERWISE. SAWCUT LINE REMOVE TREE SCALE 1 INCH = 20 FEET 20 0 20 40 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www. 6o .490 WPROFFS �w 854(�800+yy' DIGI��v SIGNED A i REGON eTH00 E%RRATR)N DATE: 12/31/2020 Z 5W G� O W /111 U w Ly W UQ_Q WUjW I— O Q Q W W — I � Zv;° _jLU :E _ �oLL WFee.a:TZ Of Z OM Nzcan DEMOLITION PLAN PROJECT # 202006 DRAWN CDM CHECKED AS DATE 6.9.2020 SHEET C2.1 ©WWF RIGHTMSby TBGNMbcb,Planners XO UTILITY KEYNOTES NOTE DESCRIPTION DETAIL REF. 1 RELOCATE EXISTING STREETLIGHT TO NORTH AS SHOWN 2 CONNECT TO EXISTING 16" WATER MAIN FOR DOMESTIC WATER AND FIRE PROTECTION SERVICES FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 1/C3.1 RG RAIN GARDEN S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN, SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX ' N=XXXX.XX LOCATION APPLICABLE) E=XXXX.XX (WHERE RIM= z w IE IN=XX.X LU STRUCTURE INFO (WHERE APPLICABLE) 1X8111183:43 PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX% -SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. DDCA DOUBLE DETECTOR CHECK ASSEMBLY FH FIRE HYDRANT OV OVERFLOW INLET RP REDUCED PRESSURE BACKFLOW DEVICE STUB STUB WM WATER METER STORAGE DEPTH v" Mk": Rn nvcoci ronr mu cT oue� X" MAX. (TO EMERGENCY OVERFLOW) BTM OF BASIN (LEVEL) SEE PLAN z w . LU UWo %�%moi � Q. ci co 0 Z w�iw�iw�i�����i���i Nzcco \ \ \ \ \ \ \ \ \ \ \ 00 00000 00000 00 Oo O 0 0 O" p O a p O a p 0 0 0 o 0 0 o 0 0 0 0 O a p G Z O" p o 0 0 o— " p o " p o a p a p o 6 _ u " p o II—III A - TtTlffT a O KEY NOTES INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (t- NO.4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS NOT FOR CONSTRUCTION D D D D (I SCALE 1 INCH = 20 FEET 20 0 20 40 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kolfmm `�p,ED PROFESS �7(7854�8�0,�y� IGI rA GNED A OREGON 2 9ANTH00 IX M71ONDATE: 12/31/2020 6 Z CW G O J W W 0 Q w Z U) D 0 Z 2 1 0 M W LU Q. LL w ~ (n w z w LU UWo JMLU J � Q. ci co 0 Z Nzcco UTILITY PLAN PROJECT # 202006 DRAWN CDM CHECKED AB DATE 6.9.2020 SHEET C3.1 ©tDI lGWMMby TBGNMb ,pwnmm BOTTOM OF RAIN GARDEN 477.00 FG - v 479 478 l \ 20'-0" \ \"PUE l /� \ 478.87 FL / 3 \ / / LJLJ I - - (479) - ,,.,.. S S S 3 (479.4±) 14,19\ - -- -— -- - - 479.37 478.73 CALLOUT DESCRIPTION / - -- - - - - -(50)- - - SPOT ELEVATION l \ 20'-0" \ \"PUE l /� \ 478.87 FL / 3 \ / / LJLJ I - - (479) - ,,.,.. S S S 3 (479.4±) 14,19\ - -- -— -- - - 479.37 LABEL LEGEND CALLOUT DESCRIPTION X.XK % GRADING SLOPE AND DIRECTION (DOWNHILL) - - - - -(50)- - - SPOT ELEVATION 49 DESCRIPTION LISTED BELOW. -E NO DESCRIPTION MEANS TP OR TG r XXXX XX CONVEYANCE SWALE EG EXISTING GRADE FF FINISHED FLOOR I FINISH GRADE FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT SLP 1 c 1 TC TOP OF CURB TP (478.53) S S – 478.27 478.27 FL 1 SII I� I I 2.5% I ^R�,I 4� 11 v (478.4±) � _I \ 479.95 1.Soh � \ o � . RAIN GARDI v 1 � -(480)_ 479.25 _ rl 20% (48p) 1 / - \ v FF=480.50 l \ 20'-0" \ \"PUE l /� \ 478.87 FL / 3 \ / / LJLJ I - - (479) - ,,.,.. S S S 3 (479.4±) 14,19\ - -- -— -- - - 479.37 L — — _ z N O PRIVATE WASTE (E) ADJACENT SITE TO 20'4" WATER EASEMENT REMAIN -D CHANGES ED PUE PROPOS m a ® 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). LABEL LEGEND CALLOUT DESCRIPTION X.XK % GRADING SLOPE AND DIRECTION (DOWNHILL) - - - - -(50)- - - SPOT ELEVATION 49 DESCRIPTION LISTED BELOW. -E NO DESCRIPTION MEANS TP OR TG r XXXX XX CONVEYANCE SWALE EG EXISTING GRADE FF FINISHED FLOOR I FINISH GRADE FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT SLP 1 c 1 TC TOP OF CURB TP (478.53) S S – L — — _ z N O PRIVATE WASTE (E) ADJACENT SITE TO 20'4" WATER EASEMENT REMAIN -D CHANGES ED PUE PROPOS m a ® 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). 1 I 479.26 - S-- (478.9±) (478.7t) RELOCATED MAILBOX BOTTOM OF RAIN GARDEN 478.50 FG 'CENTERLIN D„ �_ RIGHT -OF AY WIDTH EV 36 -0" J CURB TO CURB S r2(E).35--o. RNEWAY TO R1: I I GRADING LABEL LEGEND CALLOUT DESCRIPTION X.XK % GRADING SLOPE AND DIRECTION (DOWNHILL) - - - - -(50)- - - SPOT ELEVATION 49 DESCRIPTION LISTED BELOW. -E NO DESCRIPTION MEANS TP OR TG r XXXX XX CONVEYANCE SWALE EG EXISTING GRADE FF FINISHED FLOOR I FINISH GRADE FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT SLP 1 c 1 TC TOP OF CURB TP (478.53) 479.21 1 SII I� I I 2.5% I ^R�,I 4� 11 v (478.4±) � _I 1.Soh o � RAIN GARDI v 479.25 1 I 479.26 - S-- (478.9±) (478.7t) RELOCATED MAILBOX BOTTOM OF RAIN GARDEN 478.50 FG 'CENTERLIN D„ �_ RIGHT -OF AY WIDTH EV 36 -0" J CURB TO CURB S r2(E).35--o. RNEWAY TO R1: I I GRADING LABEL LEGEND CALLOUT DESCRIPTION X.XK % GRADING SLOPE AND DIRECTION (DOWNHILL) - - - - -(50)- - - SPOT ELEVATION 49 DESCRIPTION LISTED BELOW. -E NO DESCRIPTION MEANS TP OR TG r XXXX XX CONVEYANCE SWALE EG EXISTING GRADE FF FINISHED FLOOR FG FINISH GRADE FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT NOT FOR CONSTRUCTION r (XXX,)(±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND 1 SCALE 1 INCH = 20 FEET 20 0 20 40 lqjff 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wwwApff.wm PRO 80 fAlI& IGIYSE OREGON 4NTH00G fMRATION DATE: 12%31/2020 Z 5W L O J W� Uw> Q w �J0� UQ_Q LLJ LL] U)w '~^ o Q v J Lu LLJ w - I U z Uro JT� z �� W O �Ix Z C`7 Nzzcan GRADING PLAN PROJECT# 202006 DRAWN CDM CHECKED AS DATE 6.9.2020 SHEET C4.1 © COPYRIGHT 2020 by TBG kcbitaN'Plannom DRAINAGE FLOW DIRECTION - - - - -(49)- EX. CONTOUR MINOR - - - - -(50)- - - - - EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) -- -- CONVEYANCE SWALE 1 SCALE 1 INCH = 20 FEET 20 0 20 40 lqjff 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wwwApff.wm PRO 80 fAlI& IGIYSE OREGON 4NTH00G fMRATION DATE: 12%31/2020 Z 5W L O J W� Uw> Q w �J0� UQ_Q LLJ LL] U)w '~^ o Q v J Lu LLJ w - I U z Uro JT� z �� W O �Ix Z C`7 Nzzcan GRADING PLAN PROJECT# 202006 DRAWN CDM CHECKED AS DATE 6.9.2020 SHEET C4.1 © COPYRIGHT 2020 by TBG kcbitaN'Plannom wl NOT FOR CONSTRUCTION SHEET NOTES 1. INSTALL INLET PROTECTION ON ALL INLETS WITHIN 200' OF THE LIMITS OF DISTURBANCE 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. 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 PROPERTY LINE EX. CONTOUR MINOR EX. CONTOUR MAJOR PROP. CONTOUR MINOR PROP. CONTOUR MAJOR t 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 20'FROM ANY STORM FACILITY OR INLET. CONSTRUCTION ENTRANCE MATERIAL EQUIPMENT STORAGE, AND STAGING. TYPE AS SHOWN. SEE NOTE 3. TREE PROTECTION FENCING CUT/FILL CUT: 1620 CY FILL: 1775 CY 1 SCALE 1INCH =20 FEFF 20 0 20 40 800 Willamette Street, SuRe 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 ...koff W,n SPED PROFESS mom`' �GiNFF �Oy �� �`T�j854'80,� 9 v� IGITA SIGNED - 0 GNEQ OREGON �ANTHON'I � E%RMWNDATE 12/31/2020 LN ry U w J W Z 5W L O J W W 0 w C`7 LU LU Q. L.L LU 202006 DRAWN CDM CHECKED AB V) w o W 1 UUo J w a o co Hz L_ - Q om Nzccnn o EROSION CONTROL PROJECT# 202006 DRAWN CDM CHECKED AB DATE 6.9.2020 SHEET EC1.0 0 OOP RIGW2020WTBGArraitems+Plenmm TAX LOT 4100 � I � TAX LOT 4000 (E) ADJACENT SITE TO (E) ADJACENT SITE TO (E) FENCE TO REMAIN REMAIN - NO CHANGES REMAIN - NO CHANGES MTL FENCE, TYP PROPOSED PROPOSED S 89°4753" E TAX LOT 3800 (E) ADJACENT SITE T REMAIN - NO CHANG PROPOSED 20'-0'-. PUE ADJACENT SITE TO REMAIN - NO CHANGE; PR PROPOSED TAX LOT 3700 9 N g m C¢71 a a BOLLARDS,TYP 0 EASEMENT, DS m DS - SEESURVEY --� EDGE OF ASPHALT PAVING J L - - J - - J D FUTURE OVERHEAD DOOR ABOVE, CONCRETE OVERHEAD SHOWN DASHED, TYP,UON PAD DOOR 10 I 1 / 1. . LL .nsLLggLL LL - BUILDING FOOTPRINT pN . }I ., `ILL ` SIDEWALK TO (E) PROPERTY LINE INDUSTRIAL WAREHOUSING & STORAGE USE AREA r.. 28'-0" 16'-0" "a., J" PARKING, DRIVEWAY AND OUTDOOR LOCATION, SEE / C MIL 10,000 SF .. TIP, MIN TYP, UON IN, TYP (0 N UE ^ SURVEYTRASH/ HOOPS TYP 1 GATESTORMWATER RAIN IALIGN I PROPOSED DEVELOPMENT GARDEN, TYP, SEE 20'-0"L OPERATOR, TVP 'pX a arc U CIVIL - 4` BOLLARDS AT GATE „'-3" ucOi OPENINGS, TYP TOTAL ASPHALT/PARKING AREA/ PER CITY CODE I TAX LOT 3900 O z z a 20'-0'-. PUE ADJACENT SITE TO REMAIN - NO CHANGE; PR PROPOSED TAX LOT 3700 9 N g m C¢71 a a BOLLARDS,TYP 0 EASEMENT, DS m DS - SEESURVEY --� EDGE OF ASPHALT PAVING J L - - J - - J D FUTURE OVERHEAD DOOR ABOVE, CONCRETE OVERHEAD SHOWN DASHED, TYP,UON PAD DOOR 10 I 1 20""-o" THEREOF IS REQUIRED. BUILDING FOOTPRINT pN \t 1/ }I ., `ILL ` SIDEWALK TO (E) PROPERTY LINE INDUSTRIAL WAREHOUSING & STORAGE USE AREA r.. 28'-0" 16'-0" "a., J" PARKING, DRIVEWAY AND OUTDOOR LOCATION, SEE / C MIL 10,000 SF & EQU PMENT, MIN TYP, UON IN, TYP (0 N UE VISION CLEARANCE AREA, MIN SURVEYTRASH/ HOOPS TYP TOTAL BUILDING I PROPOSED DEVELOPMENT HITCHING POST a arc U RECYCLING „'-3" FLOOR AREA 6-0' TOTAL ASPHALT/PARKING AREA/ PER CITY CODE MECHANICAL DEVICES AREA 5 INTERIOR PARKING LOT LANDSCAPING PROPOSED 12,817 SF TRASH ENCLOSURE AREA SCREENED W/ TOTAL SIDEWALKIPAVEMENT AREA TOTAL TRASH ENCLOSURE AREA 2739 SF 173 SF SECONDARY OFFICE USE SIGHT -OBSCURING SLATTED CHAIN-LINK 1 : 3,000 SF GROSS FLOOR AREA 5,518 SF 13,000 FENCE. COVER AND HYDRAULICALLY STORMWATER RAIN ;I 25% LONGTERM SEPARATE AS REQUIRED PER CITY CODE. INDUSTRIAL USE (INCLUDING WAREHOUSING) r;r� 1 : 3,000 SF GROSS FLOOR AREA GARDEN, TYP, SEE 75% SHORT TERM 1 -0" +/-36-0" i 9,644 SF (23%) PARKING CALCULATIONS CIVIL 3SPACES NOTE: EXACT TENANT USES HAVE NOT YET BEEN DETERMINED. LEGEND \ / 8 SPACES SHORT TERM SPACES PROPOSED 4SPACES c 4SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED INSIDE INDIVIDUAL TENANT SPACES IN A SECURE LOCATION IDENTIFIED (2) 8 FT TALL \ / rr- IN COMPLIANCE WITH SDC 4.6146150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. V J LuLLj (D zU;o MANUAL SWING \ / 0 Jow 3 TVP w0 M LL z GATES DS . ELE .. AU `.`S 'LJG .pS .�.. .. .D .`o .`.E� o. `w S` PROJECT # DRAWN IN / KT 6.09.2020 SHEET Al. 1 771 .LAN "". """""'" ".' .DN DN N 89° 53 .275/P5'.N ...10.41 PRIVATE WASTE WATER EASEMENT TAX LOT 3600 TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING P`7.1 1/4"=1._0. J T-0.' ' " 2-6 - ' 3� (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3/a' DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB e a TYP BICYCLE HOOP (E) ADJACENT SITE TO REMAIN - NO CHANGES PROPOSED PAVEMENT - MARKING STENCIL AS REQUIRED BY CODE c o m ACCESS AISLE STRIPING AS REQUIRED BY CODE w N STREE TREE, SEELANDSCAPE RELOC TED(E) STREE LIGHT & EQUIP, SEE ELECTRICAL PLAN DRIVEWAY CURB CUT&APRON 11111111116" vl 20""-o" THEREOF IS REQUIRED. TYP BICYCLE SPACE TYPCLR END SPACE TYP � I 2'-8" � SIDEWALK TO o. T INDUSTRIAL WAREHOUSING & STORAGE USE REMAIN, TYP O SDC 3.2-420 c Z 7.3 SPACES PARKING, DRIVEWAY AND OUTDOOR UTILIT VAULTS / C MIL O III & EQU PMENT, SPACE BETWEEN SEE CI ILO VISION CLEARANCE AREA, MIN I � HOOPS TYP I PROPOSED DEVELOPMENT HITCHING POST a arc U O OR STAPLE RACK O SDC 4.4-110(6)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL ASPHALT/PARKING AREA/ PER CITY CODE MECHANICAL DEVICES DRIVE AISLE AREA TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING P`7.1 1/4"=1._0. J T-0.' ' " 2-6 - ' 3� (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3/a' DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB e a TYP BICYCLE HOOP (E) ADJACENT SITE TO REMAIN - NO CHANGES PROPOSED PAVEMENT - MARKING STENCIL AS REQUIRED BY CODE c o m ACCESS AISLE STRIPING AS REQUIRED BY CODE w N STREE TREE, SEELANDSCAPE RELOC TED(E) STREE LIGHT & EQUIP, SEE ELECTRICAL PLAN DRIVEWAY CURB CUT&APRON 11111111116" vl VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. I e (E) PUBLIC 1 : 300 SF GROSS FLOOR AREA � I 2'-8" � SIDEWALK TO FRONT YARD SETBACK. INDUSTRIAL WAREHOUSING & STORAGE USE REMAIN, TYP O SDC 3.2-420 VFY (E) FIRE HYDRANT 7.3 SPACES PARKING, DRIVEWAY AND OUTDOOR UTILIT VAULTS / C MIL 26 SPACES (100%) & EQU PMENT, TOTAL SITE AREA TAX LOT 3900 • SEE CI ILO VISION CLEARANCE AREA, MIN I � 30'-0" TO RAN I PROPOSED DEVELOPMENT B CENTERLINEI (9'4" X 20'-0") O 10,000 SF �Y WIDTH CURB (E) 35'-P" DRIVEWAY TO REMAI SITE PLAN N A1.1 ,"=20-4- ACCESSIBLE y� PARKING SPACE SIGN TYP, SEE CIVIL io VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. I e 6-0" MIN. PARKING AND DRIVEWAY 1 : 300 SF GROSS FLOOR AREA � I 2'-8" � io FRONT YARD SETBACK. INDUSTRIAL WAREHOUSING & STORAGE USE ' O SDC 3.2-420 VFY AREA CALCULATIONS CALCULATIONS 7.3 SPACES PARKING, DRIVEWAY AND OUTDOOR 26 SPACES / C MIL 26 SPACES (100%) STORAGE SETBACK. TOTAL SITE AREA TAX LOT 3900 J� SDC 4.2-130 O VISION CLEARANCE AREA, MIN I � (20 9'4" X 16'4" AND 3Q V-0" X 18'4" INCLUDES I N ENLARGED PARTIAL SITE PLAN GENERALNOTES 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 4. REFERENCE CIVIL PLANS, FOR ALL UTILITY, AND GRADING AND DRAINAGE REQUIREMENTS. 5. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 6. IN COMPLIANCE WITH SDC 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED ASA SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 8. AT LEAST T-0" OFCLEAR SPACE HORIZONTALLY AND AT LEAST 78" OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 9. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 10. THE 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. 11. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS. 12. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. LAND USE CODE SUMMARY 13. WELLHEAD PROTECTION CONSTRUCTION NOTES: 13.1 DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE 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., WMEFHER OR NOT THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER RESOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. 13.2 ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 13.3 CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSNVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 13.4 EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BETAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED 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. 13.5 NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON SITE. 14. PROVIDE FOR INSTALLATION OF SPRINGFIELD WELLHEAD PROTECTION AREA SIGNS IN VISIBLE LOCATIONS AT THE TRASH ENCLOSURES, LOADING DOCKS, STORM WATER SWALES, AND NEAR THE ENTRANCES TO EACH BUILDING 15. PRIOR TO ISSUANCE OF OCCUPANCY, A DRINKING WATER PROTECTION (DWP) PERMIT OR DWP EXEMPTION FROM SUB DRINKING WATER SOURCE PROTECTION AND PROVIDE EVIDENCE TENANT USES AND ASSOCIATES REQUIRED PARKING WILL BE CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.62) OSDC 3.2-420 6-0" MIN. PARKING AND DRIVEWAY 1 : 300 SF GROSS FLOOR AREA is 5,518 SF 1300 FRONT YARD SETBACK. INDUSTRIAL WAREHOUSING & STORAGE USE O SDC 3.2-420 6-0" MIN INTERIOR AND REAR YARD AREA CALCULATIONS CALCULATIONS 7.3 SPACES PARKING, DRIVEWAY AND OUTDOOR 26 SPACES TOTAL VEHICLE PARKING PROPOSED 26 SPACES (100%) STORAGE SETBACK. TOTAL SITE AREA TAX LOT 3900 1.00 ACRES OR 43,560 SF SDC 4.2-130 O VISION CLEARANCE AREA, MIN UGEN E, (20 9'4" X 16'4" AND 3Q V-0" X 18'4" INCLUDES SIDES OF TRIANGLE, TYP PROPOSED DEVELOPMENT PARALLEL (9'4" X 20'-0") TOTAL BUILDING FOOTPRINT AREA 10,000 SF O SDC 4.4-110(6)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL ASPHALT/PARKING AREA/ 21,004 SF MECHANICAL DEVICES DRIVE AISLE AREA INTERIOR PARKING LOT LANDSCAPING PROPOSED OSDC 4.4-110(B)(3XC) TRASH ENCLOSURE AREA SCREENED W/ TOTAL SIDEWALKIPAVEMENT AREA TOTAL TRASH ENCLOSURE AREA 2739 SF 173 SF SECONDARY OFFICE USE SIGHT -OBSCURING SLATTED CHAIN-LINK 1 : 3,000 SF GROSS FLOOR AREA 5,518 SF 13,000 FENCE. COVER AND HYDRAULICALLY TOTAL IMPERVIOUSAREA 33,916 SF (77%) 25% LONGTERM SEPARATE AS REQUIRED PER CITY CODE. INDUSTRIAL USE (INCLUDING WAREHOUSING) Vww 1 : 3,000 SF GROSS FLOOR AREA TOTAL PERVIOUSAREA 75% SHORT TERM 2 SPACES TOTAL LANDSCAPE AREA 9,644 SF (23%) PARKING CALCULATIONS SHORTTERM SPACES REQUIRED 3SPACES NOTE: EXACT TENANT USES HAVE NOT YET BEEN DETERMINED. LEGEND TOTAL BICYCLE PARKING SPACES PROPOSED TENANT USES AND ASSOCIATES REQUIRED PARKING WILL BE CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. VEHICLE PARKING (TAX LOT 3900) VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.62) SECONDARY OFFICE USE 1 : 300 SF GROSS FLOOR AREA is 5,518 SF 1300 18.4 SPACES INDUSTRIAL WAREHOUSING & STORAGE USE 1: 1,000 SF GROSS FLOOR AREA 7,299 SF 11,000 7.3 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED 26 SPACES TOTAL VEHICLE PARKING PROPOSED 26 SPACES (100%) STANDARD ��rT (9'-0"X18'-0"INCLUDES 2'4" BUMPER OVERHANG) 18 SPACES(69%) COMPACT UGEN E, (20 9'4" X 16'4" AND 3Q V-0" X 18'4" INCLUDES 2'-0" BUMPER OVERHANG) 5 SPACES (19%) PARALLEL (9'4" X 20'-0") 1 SPACES (4%) ACCESSIBLE (9'-0"X18'4"INCLUDES2'-0" BUMPER OVERHANG) 2SPACE (8%) INTERIOR PARKING LANDSCAPING PARKING LOT AREA 21,941 SF INTERIOR PARKING LOT LANDSCAPING PROPOSED 4,481 SF (20%) BICYCLE PARKING (TAX LOT 3900) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.63) SECONDARY OFFICE USE 1 : 3,000 SF GROSS FLOOR AREA 5,518 SF 13,000 J 75% SHORT TERM 1 SPACES 25% LONGTERM 1 SPACES INDUSTRIAL USE (INCLUDING WAREHOUSING) Vww 1 : 3,000 SF GROSS FLOOR AREA 7,299 SF 13,000 75% SHORT TERM 2 SPACES 25% LONGTERM 1 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES SHORTTERM SPACES REQUIRED 3SPACES LONGTERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES SHORT TERM SPACES PROPOSED 4SPACES LONGTERM SPACES PROPOSED 4SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED INSIDE INDIVIDUAL TENANT SPACES IN A SECURE LOCATION IDENTIFIED AT THE TIME OF TENANT INFILL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.6146150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. V J LuLLj NEW BUILDING FOOTPRINT -- PROPERTY LINE - - - UTILITY EASEMENT BOUNDARY LINE, SEE SURVEY LANDSCAPE AREA, LANDS SEE LANDSCAPE ® ON-SITE PEDESTRIAN CROSSWALK STRIPING CONCRETE WALKWAY, LON BICYCLE HOOP (2) SHORT TERM BICYCLE PARKING SPACES p PARKING LOT POLE IL1JI LIGHTING (20'-0" HEIGHT, TYP) o (E) FENCE TO REMAIN x (N) FENCE (8'-0" HEIGHT, TYP) (E) TREE TO REMAIN STREET TREE SLBFOR ALL UTILITY ® 0 SLP INFORMATION SEETHE SURVEY, DEMO PLAN, AND CIVIL DRAWINGS ,T1 is ARCHITECTS +PLANNERS 132 East Broadmy, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f. 541.687.0625 ��rT tiy�� .F. A1LBERSON 141 UGEN E, ORE�`•3+ OF CO Z 5W 0 J W� Vww 0 W Ii UQ Z WS LU LU ` z Q Q V J LuLLj (D zU;o ' 0 = Jow w0 M LL z Z cv) SITE PLAN PROJECT # DRAWN 202006 NC CHECKED DATE KT 6.09.2020 SHEET Al. 1 ©COVMICN! NYO by TBG Mtlimtz a%amz 5 d LL s / O 125'-0" FIRST FLOOR PLAN A2.1 1/8' = V 0' 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. TvW 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 dd TT Ak G 'A^F. A; BERSON EUGENE, OREGO�> OF Z 5W 0. 0 J W UwED > �pw UQLU _Q .j WUjw ` r Z o Q p U)ww LLj zU;o 0 - ) c = Jow ch wz LL 0 Z M �zU) CY FIRST FLOOR PLAN PROJECT # 202006 DRAWN NC CHECKED KT DATE 6.09.2020 SHEET A2. 1 ©COPYR ICN! =0 by TBG kNk-..Pl-- 5 s OF E ID C0" DS os os A2.2SECOND FLOOR PLAN 118"=Vo' O ■ O 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 Ak:�� 'Ay{� ALBERSON ` kvlx - fuGENE, OREGO O 91� OF 0 z w 5 nL 0. 0 J w UwED > �pw UQLU _Q .j WUjw ` Z ro Q Q U)ww ' 0 � zLLj U;o J---0 = Jow ch LL LUz O �CY z M �z� SECOND FLOOR PLAN PROJECT # 202006 DRAWN NC CHECKED KT DATE 6.09.2020 SHEET A2.2 � 2 . 2 ©COPYRI =OObb{yTB•GGkM kmmm+Plm,vz 26d' T.O. PARAPET 26-0" T.O. PARAPET i� d w w s G 5 ALUMINUM STOREFRONT DOOR, TYP SYSTEM,TYP 7 METAL ROOF. TYP �)' METAL ROOF, TYP 16 OVERHEAD DOOR, TYP F FUTURE OVERHEAD DOOR NORTH ELEVATION A3.1 1/8" = ,'A" 0 G Ul 0 3 2 STOREFRONT SYSTEM,TYP 1 nEAST ELEVATION A3.1 1/8" = V-0" 2 SOUTH ELEVATION A3.1 1/8" = V-0" LIGHT FIXTURE, TYP PAINTED BAND, TYP PAINTED TILT -UP CONCRETE PANEL, TYP 1 LIGHT FIXTURE, TYP PAINTED TILT -UP CONCRETE PANEL, TYP ALUMINUM STOREFRONT SYSTEM,TYP PAINTED TILT -UP CONCRETE PANEL, TYP OVERHEAD DOOR, TYP GENERALNOTES 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOWCONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLYAND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. 2) (3) (4) (5 DOOR, TYP ROOF ACCESS LADDER SLATTED CHAIN-LINK FENCED PAINTED TILT -UP CONCRETEJ TRASH ENCLOSURE W/ STEEL PANEL, TYP POSTS AND METAL ROOF 3 WEST ELEVATION 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 ~�olal 'Ak� 'A F. ALBERSON GENE, OREGO� '61 OF Op z Cw G n 0 J w Uw> rypw �--J0� UQQ LU JAI wUjw z rn 0 U 0 Z U° J�_j = Jow cy) LL LU z M =0 EXTERIOR ELEVATIONS PROJECT # 202006 DRAWN NC CHECKED KT DATE 6.09.2020 SHEET A3.1 ©COPYR ICN! =0 by TBG MNtab.Plmn N K ] O Hpl ;z: I ZFl ZN; )I aw ud it NJ 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" z GROUNDCOVER SPACING DIAGRAM LA -1 PLAN NTS 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 5 Acer mbmm'Red Sunset' Red Sunset Maple 2" cel. O"4��F0 LILA 2 Lagerstroemie Indica'LaveMer Cmpe Myltla MuBFTrunk 8' ht MuBl�tem, full THPH ¢ 1 Thuja pllcata'Hogan' I Hogan Cadar 8' M. 440 9 ZSVG 14 1 Zelkova sermti'Village Green' SawNaf Zelkova • • EO OTY SHRUBS QTY BOTANICAL NAME • AUG SPACING' Dead Strawberry Tree 5gal Matching, full EUAC 14 Euomer us alahs'Compactus' SPACING "o" ROW "A" SPACING "D" ROW "A" 33 D.C. 2.62.6 1818 O.C. 15.615.6 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30.0" 15" O.C. 13.0" 48" O.C. 41.5" z GROUNDCOVER SPACING DIAGRAM LA -1 PLAN NTS 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 5 Acer mbmm'Red Sunset' Red Sunset Maple 2" cel. Matching, limbed up to approx. 6 ft. LILA 2 Lagerstroemie Indica'LaveMer Cmpe Myltla MuBFTrunk 8' ht MuBl�tem, full THPH 17 1 Thuja pllcata'Hogan' I Hogan Cadar 8' M. I Matching, full, BBB ZSVG 14 1 Zelkova sermti'Village Green' SawNaf Zelkova 12" call. I Matching, limbed up to approx. 6 ft. OTY SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AUG 17 Arbutus unado'Compacla' Dead Strawberry Tree 5gal Matching, full EUAC 14 Euomer us alahs'Compactus' Burning Bush 5 gal Matching, full ICC 5 Ilex cremda'Compacta' Japanese Holly 3 gal Matching, full MC 5 Myrica calgomMa Pacific Wax MyNe 5 gel Matching, full PLO 37 Prunus laumwrasus'OW Luyken' OW Luyken English Laurel 5 gal Matching, full SPGF 38 Spimea x bumakte'Golddame Gomame Spires 3 gal Matching, full VID 84 Viburnum daNdii David Viburnum 3gal Matching, full VIT 4 Viburnum gnus'Spring Bouquet Spring Bouquet Laures8nus 5gal Matching, full Creeping Mahonia GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT REMARKS AU 73 Anlostaphylos uve-umi Mmilklnnlck 7 gal Matching, full, 24" c.c. NADF 37 Nandina domes6ca'Flre Power Firepower Nandina 3 gal Matching, full, 24" O.C. NAK 67 Narcissus x'King Alfred King Alfred Daffodil bulb Plant In clumps of 5-6 bulbs. Bulbs 2' apart. PEAH W Pennisetum a lopscuroloes'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 IOTANICAL NAME COMMONNAME CONT REMARKS CO 285 Caassia qusmash m Small Camas bulb Bulb, 1T... CAO 11,171 1 Cama obnupla Slough Sadie 4' pot I Matching, full, 12" o.c. JUPA 1998 1 Juncus patens ICallfbmia Gray Rush 4' pot I Matching, full, l2' 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 Peperbaric Maple 1.5' cel. Single stem, BBB, matching, full Z 5W SHRUBS OTY O I BOTANICAL NAME J ICOMMONNAME ISIZE IREMARKS COBA I5 Comus alba'Bailhalo' NUW> Ivory Halc Dogwood 5gal Matching, full COSK 3 LU Cornus sencea'Kelseyi .j Dwarf Retllwig Dogwood 2 gal Matching, full MAR 112 ../�� Q /Ww LLJ Mahoms repens Z q U)° Creeping Mahonia 13gal I Matching, full SPD 13 N�N L.L z M Nom 1 Spimea dcuglasii Western Spite 15gal I Matching, full `1Davidd J. Douifheety 1--r 9 OREGON & sc, A'Ov COVERS OTY BOTANICAL NAME COMMON NAME CONT REMARKS LGROUND 178 Carex obnupta Slough Sedge 4' pot Matching, full, 7Y o.c. A 143I Juncus peters California Gray Rush 4"pot I Matching, full, tZ'o.c. GENERAL NOTES 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. 4L NOTE =ET NTS TED 3E PLANTING LEGEND + STREET TREE TO BE / REMOVED ® GROUNDCOVER O EXISTING STREET TREE TO PERENNIALS REMAIN JUNCUS PATENS PROPOSED TREES CAREX OBNUPTA LANDSCAPE PLAN • CAMAS QUAMASH SHRUBS EXISTING FENCE IRRIGATED LAWN -- PROPERTY LINE 0 4 8 16 32 64 NON -IRRIGATED LAWN SCALE: 1/16" = V-0" 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 iW NUW> 1 J UQ_Q LU .j WU)W ~ O ../�� Q /Ww LLJ Z q U)° JFK = Jow M W o < LL N�N L.L z M Nom NZ LL 1279 _ ` I 279 `1Davidd J. Douifheety 1--r 9 OREGON & sc, A'Ov PROJECT# 202006 DRAWN RS CHECKED DJD DATE 06.09.2020 SHEET LA 1 ©C0P 1GHT20Mby TBGMcl,ilec6+mamm 'a3 •'Or 'a2 '03 •'ae 93 a 'ai +•as'o5 'n5 �'ab ae am ee •'a5 •'9e •'aa 'm '0.] -'an 'v] •'ar 'n] m m w • �- •� • � �—• • • -•ar 'a3 as as. 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