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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/12/2022SITE PLAN REVIEW TTG PROPERTIES LLC NORTH 30th STREET SPRINGFIELD, OREGON TTG BUILDING OWNER ABBREVIATIONS SYMBOLS LEGENDTIES LLC BOT BOTTOM ROOM IDENTIFICATION RwrnName DRAWING INDEX PROPEGENERAL rE CENTERLINE 101 Ti TITLE SHEET 40499 MOHAWK RIVER ROAD CUR CLEAR nr� T2 TOPOGRAPHIC SURVEY- FOR REFERENCE ONLY MARCOLA, OREGON 97454 DN DOWN PHONE : 541.501.0207 (E) EXISTING BUILDING STRUCTURE GRID ljf��� — EC1.0 EROSION &SEDIMENT CONTROL PLAN ELEC ELECTRICAL CONTACT: TROY GOERTEL HT HEIGHT CIVIL EMAIL: tgoertel@tallpineinc.com (N) NEW CIA CIVIL NOTES ROW RIGHT OF WAY KEYNOTE OX C2.1 UTILITY PLAN TO TOP OF C3.1 GRADING PLAN TYP TYPICAL UON UNLESS OTHERWISE NOTED ARCHITECT Wf WITH LANDSCAPE LA -1 LANDSCAPE PLAN NOTE: -SEE TOPOGRAPHIC SURVEY LEGEND FOR ADDTIONAL ARCHITECTURAL TBG ARCHITECTS + PLANNERS ABBREVIATIONS A1.1 SITE PLAN -THIS LIST IS INCOMPLETE, VERIFY UNLISTED ABBREVIATIONS WITH All FLOOR PLAN 132 EAST BROADWAY, SUITE 200 ARCHITECT EUGENE, OREGON 97401 A3.1 EXTERIOR ELEVATIONS PHONE: 541.687.1010 X121 ELECTRICAL- FOR REFERENCE ONLY CONTACT: BEN RIPPE OR JFALBERSON E000 SITE LIGHTING PHOTOMETRIC PLAN EMAIL: bdppe@tbg-weh.com OR jf@tbg-weh.com CONSULTANTS :I, a mole] 01M091a[el:11a[ellal:1:1:0 CIVIL ENGINEER 1201 OAK STREET EUGENE, OREGON 97401 PHONE: 541.684.4902 CONTACT: ANNA BACKUS EMAIL: anna.backus@kpif.com DOUGHERTY LANDSCAPE ARCHITECTS LANDSCAPE ARCHITECT 474 WILLAMETTE STREET, SUITE 305 EUGENE, OREGON 97401 PHONE: 541.683.5803 FAX 541.683.8183 CONTACT: DAVID DOUGHERTY, ASLA EMAIL: davidd@dladesign.com STRUCTURAL SOURCE, LLC STRUCTURAL ENGINEER 86705 PINE GROVE ROAD EUGENE, OREGON 97402 PHONE: 541.912.3958 CONTACT: KEVIN WILGER EMAIL: kevinw@structural-source.com NEW WAY ELECTRIC, INC ELECTRICAL DESIGNER 4202 WEST STH AV ENU E EUGENE, OREGON 97402 PHONE: 541.686.2365 CONTACT: JUSTIN PASLEY EMAIL: justin@newwayelectric.com N VICINITY MAP a N.T.S. BASIS OF DESIGN PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT WITH A 1 -STORY SINGLE TENANT 9,828 SF BUILDING WITH MEZZANINE, ASSOCIATED UTILITIES, PARKING, LANDSCAPING, AND OTHER SITE INFRASTRUCTURE TO ACCOMMODATE THE NEW BUILDING. CONSTRUCTION TYPE: V -B, FULLY SPRINKLERED OCCUPANCY GROUP: B, S, AND F GROSS PROJECT AREA: 43,580 SF (1.00 ACRES) ZONING: LIGHT MEDIUM INDUSTRIAL (LM) BUILDING CODE: 2019 OSSC ASSESSOR'S MAP & TAX LOT ASSESSOR'S MAP 17-02-31-00 TAX LOT 4000 17"52 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 � J.F�1 ERSON III a UGENE, OREGO OF Og`U J U) Z U) U J MO LU W lcl� z w z o LU w LU 0 OW 0 Q 1..� U J O J LU Jr> =O LL O U) TITLE SHEET REV# DATE DESCRIPTION PROJECT# DRAWN 202114 NC CHECKED DATE SHOJF 01.10.2022 SHEET Tl ®O PYMW=1 by TBG P iMk r%ands Q 0 ry J ryQ 0 L� 0 n a Z W 2 H U) BEARS - N62°E 0.19' PP NO CAP - AND BENT, BEARS N5°W 0.10' 478.11' Tr. __ 4) AS OF APRIL 29, 2021 NO UNDERGROUND ELECTRIC LINES HAVE BEEN LOCATED IN THE FIELD. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR' S SEAL IS SIGNED. ASSESSOR'S MAP NO. 17-02-31-00 TAX LOTS #4000 & #4100 a�x�lrrr;•��■�7�i���. ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK 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. ELEVATION = 475.27' (NAVD 1988) SSMH#5 &'SS S 81165 CP#7 MONUMENTS FOUND: 5/8" IRON • SANITARY SEWER INFORMATION ISSMH# NOTES: CONTROL POINT INFORMATION 1 ® SANITARY SEWER MANHOLE (SSMH) a WATER VALVE (WV) w r SSMH # RIM ELEVATION INVERT ELEVATION 1) PRELIMINARY TITLE REPORT DATED MARCH 4, 2021, REPORT CONTROL POINT # ELEVATION POWER POLE (PP) SCALE: 1 INCH = 20 FEET o STREET LIGHT BOX (SLB) NO. 0325797 WAS PROVIDED BY CASCADE TITLE COMPANY CP#5 (SET MAG NAIL) 480.47' SSMH#1 RIM: 477.69' I.E.: 472.48' (N) REGISTERED TO ACCURATELY LOCATE ALL EASEMENTS THAT AFFECT NW 1/4 SECT/ON 31, T 17S, R2W, W.M. r SSMH#2 RIM: 477.88' I.E.: 471.52' (N -S) s- THE SUBJECT PROPERTIES. CP#6 (SET MAG NAIL) 480.29' UNDERGROUND TELE -COMM LINE � I.E.: 471.50'(E) 2) UNDERGROUND UTILITIES WERE MARKED IN THE FIELD AS PER CP#7 (FOUND MAG NAIL & WASHER) 479.00' SSMH#3 RIM: 478.51' I.E.: 472.16' (W) Y J OREGON UTILITY NOTIFICATION CENTER TICKET NO. 21106026. U Y 15, 2003 nQKENT BAKER REVISION DATE:`m .0. Box 7155 BEFORE ANY CONSTRUCTION TAKES PLACE, UNDERGROUND Spnngfeld, Oregon 974 B� BROADBAND LINE I.E.: 471.99' (S) UTILITIES SHOULD BE REMARKED IN THE FIELD. RENEWS: 12-31-2021 SSMH#4 RIM: 480.47' I.E.: 3 3) PROPERTY LINES WERE ESTABLISHED BY FIRST HOLING CENTERLINE PROPERTY DESCRIPTION: I RIM: 478.73' MONUMENTS SET IN LAND PARTITION PLAT NO. 2001-P1460 AS BASIS SSMH#5 I.E.: 471.17' W ( ) OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA LOTS 5 AND 6, JEFF PARKER SUBDIVISION, AS PLATTED AND RECORDED m m SEPTEMBER 9, 2002, RECEPTION NO. 2002-069738, LANE COUNTY DEEDS SHOWN AS FOUND WERE LABELED OUT OF POSITION AS SHOWN HEREON. & RECORDS, IN LANE COUNTY, OREGON. K 4 0 4 78.29' IWINr U TC w r w rc TAX LOT #4300 U g TAX LOT #42001 L-- I LP 30.00' --- ---- --- ---- o WV 10,20' SLB WIDE PUE wV 101 RIC VAULT 1 478.41' 7J------ ---------- ---------------- - -- ----- ---- TC CONCRETE CURB & GUTTER CONCRETE CURB -------__-�_-_ CONCR TE CURB 35' WIDE SHARED---� ------� ASPHALT PAVING NO CAP NEisSE 3 S 89042' 53" E 469.89' DRIVEWAY o I 479.03' 478.65' 47 .g3' - 481.07' 481.14' 481.21' 481.107 I 0.25' > d no a M Q 1 h C SSMH#4� SSCO/ SSMH#3 _SS 60' WIDE JOINT USE & --- 1 I Cf1#EDGE OF ASPHALT ACCESS EASEMENT CP s # o 1 - EDGE OF ASPHALT \�--�� x78.91' 1 x479.11' x479.20' x479.36' x478.65' \ r-- TC \ /11-40 - 1479.25 \ I I \ S 89042' 53" E//'l 75.05'RO -�69-- DBA D x479.16' \\\ ED STA I I \ x480.06' x481.23' ' NO IAP l 478.85' 478.77 \\ \� x479.29' x479.22' I I I x481.23' ; I NE3 E i L^� �I I x479.30' x479.52' 1 25'I FH \ }79.20' 1 478.80' x478.78' \ x479.02' 1 \\ 480.38' x480.85' TC I1 \\ \\ x481.29' x481.45' I 1 x478.80' x478.93' I x4/906' x479.12' \\ 1 x478.90' S 479.19' x479.64' I 47888, TC x480.21' x480.64' i Mx479.76' \\ O x4 /9.09' x481.08' \ x481.44• I 17 \ In x478.71' x478.77' x479.11'1 GO 00 1 - 1n 4x9.29' x479.77' ` \\ DO I x476.62' LOT 6 14x9.08 S) 6" I DECIp0005 479.03' 1 / LOT 5 ( x480.07 r j TG W I x478.63' x479.14' i x479.84' x480.93' x481.12' 1 x479.02' O x479.54' x479.62' I i� SSMH#2 x478.80' ( 1479.22, x I!j 1 EL CC M ( I CD 1 x480.36' EDESI L I / 479.05' x479.27' x479.02' 1 0 1 x479.89' x481.17' �I CNK EDESiAL O TC I I x479.43' I 1 / GAS O 1 1 1 P FP G x478.88' ; I Z I x479.55' STU 1479.30' 1 x48019' . 1 (f)V I 1 x479.88' x479.22' I 1 I x479.50' 1 x481.29' fI < 3 < 3 x478.05' x479.12' 1 f 478.82' TC w \) 4x8.941 x479.12' x479.62' U m x479.87' x480.03' 1 1 1 1 i DECIDUOUS 0 w 0 476.22' x47815 x479.55' I x481.40' I F x478.90' x479.77' x479.87' I I 1 1 I 478.75' TC m of x479.13' \ 1 m o 1 N 8 2' 53" W 195.19'4 \------- N 89°42' 53" W 275.05'\ �a� LLIx479.24' x478.34' -�� 479.79 x x479.39' x479.70' x479.63' n79 c \ x479.57 x480.15'-- 48U, EARS N 40° E , 478.60' W 0.07' TC x479.22' w av Ld I Ly 0 SO o I I I f TAX LOTI f p o I #3800 I o I TAX LOT N #3900 7' WIDE PUE�j TCa.as' N I 10, 10' I LEGEND j 4) AS OF APRIL 29, 2021 NO UNDERGROUND ELECTRIC LINES HAVE BEEN LOCATED IN THE FIELD. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR' S SEAL IS SIGNED. ASSESSOR'S MAP NO. 17-02-31-00 TAX LOTS #4000 & #4100 a�x�lrrr;•��■�7�i���. ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK 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. ELEVATION = 475.27' (NAVD 1988) SSMH#5 &'SS S 81165 CP#7 MONUMENTS FOUND: 5/8" IRON • SANITARY SEWER INFORMATION ISSMH# NOTES: CONTROL POINT INFORMATION 1 ® SANITARY SEWER MANHOLE (SSMH) a WATER VALVE (WV) SSMH # RIM ELEVATION INVERT ELEVATION 1) PRELIMINARY TITLE REPORT DATED MARCH 4, 2021, REPORT CONTROL POINT # ELEVATION POWER POLE (PP) SCALE: 1 INCH = 20 FEET o STREET LIGHT BOX (SLB) NO. 0325797 WAS PROVIDED BY CASCADE TITLE COMPANY CP#5 (SET MAG NAIL) 480.47' SSMH#1 RIM: 477.69' I.E.: 472.48' (N) REGISTERED TO ACCURATELY LOCATE ALL EASEMENTS THAT AFFECT NW 1/4 SECT/ON 31, T 17S, R2W, W.M. �v w SSMH#2 RIM: 477.88' I.E.: 471.52' (N -S) s- THE SUBJECT PROPERTIES. CP#6 (SET MAG NAIL) 480.29' UNDERGROUND TELE -COMM LINE � I.E.: 471.50'(E) 2) UNDERGROUND UTILITIES WERE MARKED IN THE FIELD AS PER CP#7 (FOUND MAG NAIL & WASHER) 479.00' SSMH#3 RIM: 478.51' I.E.: 472.16' (W) PUE OREGON UTILITY NOTIFICATION CENTER TICKET NO. 21106026. Y 15, 2003 nQKENT BAKER REVISION DATE:`m .0. Box 7155 BEFORE ANY CONSTRUCTION TAKES PLACE, UNDERGROUND Spnngfeld, Oregon 974 B� BROADBAND LINE I.E.: 471.99' (S) UTILITIES SHOULD BE REMARKED IN THE FIELD. RENEWS: 12-31-2021 SSMH#4 RIM: 480.47' I.E.: 474.90' (E) 3) PROPERTY LINES WERE ESTABLISHED BY FIRST HOLING CENTERLINE PROPERTY DESCRIPTION: RIM: 478.73' MONUMENTS SET IN LAND PARTITION PLAT NO. 2001-P1460 AS BASIS SSMH#5 I.E.: 471.17' W ( ) OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA LOTS 5 AND 6, JEFF PARKER SUBDIVISION, AS PLATTED AND RECORDED OF RECORD AS SHOWN ON JEFF PARKER SUBDIVISION. MONUMENTS SEPTEMBER 9, 2002, RECEPTION NO. 2002-069738, LANE COUNTY DEEDS SHOWN AS FOUND WERE LABELED OUT OF POSITION AS SHOWN HEREON. & RECORDS, IN LANE COUNTY, OREGON. 4) AS OF APRIL 29, 2021 NO UNDERGROUND ELECTRIC LINES HAVE BEEN LOCATED IN THE FIELD. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR' S SEAL IS SIGNED. ASSESSOR'S MAP NO. 17-02-31-00 TAX LOTS #4000 & #4100 a�x�lrrr;•��■�7�i���. ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK 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. ELEVATION = 475.27' (NAVD 1988) SSMH#5 &'SS S 81165 CP#7 MONUMENTS FOUND: 5/8" IRON • REBAR WITH YELLOW PLASTIC CAP (YPC) STAMPED "PLS 655" ISSMH# CONTROL POINT 1 ® SANITARY SEWER MANHOLE (SSMH) a WATER VALVE (WV) FIRE HYDRANT (FH) 40 30 20 10 0 20 40 Q -o STREET LIGHT POLE (SLP) CS POWER POLE (PP) SCALE: 1 INCH = 20 FEET o STREET LIGHT BOX (SLB) TOPOGRAPHIC SURVEY SS SANITARY SEWER LINE REGISTERED NW 1/4 SECT/ON 31, T 17S, R2W, W.M. �v w WATER LINE PROFESSIO LAND SUR V SPRINGFIELD, LANE COUNTY, OREGON s- GAS LINE CLIENT: TROY &TAMARA GOERTEL UNDERGROUND TELE -COMM LINE � DRAM BY: KB T T CHAIN LINK FENCE OREGON DATE: APRIL 29, 2021AR erts Surveying -x X PUE PUBLIC UTILITY EASEMENT Y 15, 2003 nQKENT BAKER REVISION DATE:`m .0. Box 7155 #59885 Spnngfeld, Oregon 974 B� BROADBAND LINE JOBNo. 2021-TOPO-024 RENEWS: 12-31-2021 0„_ ,c.,l I. -478.5.-..___. R->9 '0� TAX LOT #4200 4-19 i TAX LOT #3800 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 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR . . . . . EXTENT OF WORK ISSMH#1 BIO -FILTER BAGS, BIO BERMS, OR WATTLES. PLACE AT PROPERTY LINES, UNO (SHOWN OFFSET FOR CLARITY). 11.1���9:A]iY�31b7. BIO -BAG PROTECTION AT CURB SPILLWAY DRAINAGE FLOW DIRECTION CONCRETE WASHOUT. INSTALL 20' FROM ANY STORM FACILITY OR INLET CONSTRUCTION ENTRANCE MATERIAL STOCKPILE, EQUIPMENT STORAGE, AND STAGING. TYPE AS SHOWN. SEE NOTE 3. TREE PROTECTION FENCING CUT/FILL CUT: 1504 CY FILL: 1566 CY (s SCALE 1INCH =20 FEET 20 0 20 40 800 Willamette Street, Suite 400 Eugene, OR 9J401 O: 541.694.49D2 F: 541.684.4909 www.ko/f. ED PN EF�s�ioyr 88168 9 DIGITAILYSIGNED 2022.01.10 10:00:3408'00' OREGON 21 EVIRATMJN DATE: V M2023 ry U/ Z) 0 Z C�WV C) W (n cy) [)�w 7N � W ` LL zQW o W 0 Jw�wo ww Q��Q� � )z z -��� V) U) EROSION CONTROL PROJECT# 2100328 DRAWN MG CHECKED AB DATE 01.05.2022 BG SHE E �\/'•1 ■ O @COR RIGNT20222W TBGA ilana+%annm GENERAL NOTES 1. SURVEY PROVIDED BY ROBERTS SURVEYING DATED APRIL 29 2021. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD VERTICAL DATUM ESTABLISHED PER BENCH MARK NO. 538, A MAG NAIL AND DISK STAMPED "CITY OF SPRINGFIELD" IN TOP OF A CURB LOCATED AT THE SOUTHWEST CORNER OF THE DRIVEWAY TO 790 30TH STREET WITH AN ELEVATION OF 475.27' (NAVD 1988). 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 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 ENGINEERS DATED JUNE 25, 2021 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.HA. 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 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 AT ALL TIMES DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 20. NOTIFY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SPRINGFIELD REPRESENTATIVE SHALL BE REQUIRED. NOT FOR CONSTRUCTION TALL PINES 30TH INDUSTRIAL 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'WYE' BRANCH TYPE. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. PAVING 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. (CHECK APPLICABILITY.) 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 101. 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. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM {ARCHITECT/OWNER/ ENGINEER) PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE (SELECT THOSE THAT APPLY.) [PVC PIPE, DUCTILE IRON PIPE, REINFORCED CONCRETE PIPE (RCP), NON -REINFORCED CONCRETE PIPE (NRCP) OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE] CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE (SELECT THOSE THAT APPLY.) [DUCTILE IRON PIPE OR PVC PIPE] CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE (SELECT THOSE THAT APPLY.) [TYPE K COPPER TUBING OR SCHEDULE 40 PVC] CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF [3,300] {CROSS-CHECK DETAILS AND SPECIFICATIONS} PSI AT 28 DAYS. 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 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: 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 AD AREA DRAIN APPROX APPROXIMATE B BOLLARD BLDG BUILDING BOW BACK OF WALK BS BOTTOM OF SWALE PM BOTTOM OF STAIR BW BOTTOM OF WALL CB CATCH BASIN CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT CONIC. CONCRETE COTG CLEANOUT TO GRADE CP CONTROLPOINT A DELTA D/W DRIVEWAY DIA.,O DIAMETER DIP DUCTILE IRON PIPE E EASTING EXIST./EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE FND FOUNDATION G GUTTER GB GRADE BREAK GL GAS LINE GV GATE VALVE H HEIGHT HCP HANDICAP PARKING SPACE HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IRR. IRRIGATION LP LIGHT POLE MH MANHOLE MIN MINIMUM N NORTHING OD OUTSIDE DIAMETER OF OUTFALL SHEET INDEX OVH/OH OVERHEAD P/L PROPERTY LINE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PED PEDESTRIAN PIV POST INDICATOR VALVE PM PARKING METER POC POINT ON CURVE PP POWER POLE PRC POINT OF REVERSE CURVATURE PT POINTOFTANGENT P.U.E PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT PRIVATE R RIM RD ROOF DRAIN R.O.W RIGHT-OF-WAY S SLOPE (FTIFT) SO STORM DRAIN SDMH STORM DRAIN MANHOLE SHT SHEET SS SANITARYSEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD S/W SIDEWALK TC TOP OF CURB TO TRENCH DRAIN TG TOP OF GROUND TP TOP OF PAVEMENT TRANS. TRANSFORMER TS TOP OF STAIR TW TOP OF WALL TOP OF WALK TYP TYPICAL UG UNDERGROUND UGE UNDERGROUND ELECTRIC UNO UNLESS NOTED OTHERWISE W WATER W/ WITH WCR WHEEL CHAIR RAMP WM WATER METER WV WATER VALVE SHEET NUMBER SHEET NAME C1.1 CIVIL NOTES C2.1 UTILITY PLAN C3.1 GRADING PLAN EC1.0 EROSION CONTROL NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Call before you dig. or 800-332-2344 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 9J401 O: 541.684.49D2 F: 541.684.4909 www.ko/f. E 88168 P" FFFss�Oy � F 9 6 9 DIGITALLYSIGNED 2022.01.10 10V48'09 9 OREGON y y Ny J � a 0 t � 4 v P U T � 0 T El R EXPIRATION DATE: I&W 033 U/ Z) 0 Z _■-J LLJ rJn O V J cr �w r - W 7 ` LNL � CA zQW 0 LL[ (10.0 0 Jw�w❑ LL] LL] Q�(D z �C��MU) CIVIL NOTES PROJECT# 2100328 DRAWN MG CHECKED AB DATE 01.05.2022 SHEET /�\ l / ■ 1 @OORIPY GWM22 WTBG Arcn�• ila'na" %annm MATCHLINE, SEE THIS SHEET 0 o O J rn _ I - - SD MH -1 m IRR -BOX LU U I z--- z---- SO MH -EX -1 2 IE 10"73.00 I IE 10"72.20 1 I I SD OF -2 NK SD OV -3 r 46 LF -4"S IE 8- OUT=475.53(SW) 5=2.00% 206 LF - 6"FP FP..F.P ifolval e SO CO -1 IE 8" IN=475.32 (NE) IE 8" OUT=475.32 (S) SO MH -2 IE 8" IN=474.63 (E) IE 10" OUT=474.53 (S) SO CO -2 IE 8" IN=474.88 (N) IE 8" IN=474.88 (E) IE 8" OUT=474.88 (W) TAX LOT #4300 SO OF -5 FP FDC -1 1 FP FDC -2, W 45° -BEND -1 - SD OF 31 LF -6"S SO OF4SD OF -6 6LF-6"FP- "e S=2.00% '- - - Nrs -xrs -ryes- - - 5LF-2"W G RG FP 45° -BEND -3, -- ---- ---- TT 28 LF-6"FP- 26 LF-4"SD S=1.00% FP o SD STUB -7 SO SO STUB -8 SD 6" RP DETECTOR AND 2" RP DEVICE 4" 14 LF - 4"SD 14 LF - 4"SD S=1.00% S=1.00% SD STUB -6 SD STUB -9 l 4 SD 4" S STUB -1 28 LF - 4"SD 6" S S=1.00% PROPOSED FP FP STUB -1 6" N BUILDING N co yJ SD STUB4" n 4" m 3 LF - 4"SD SD SO STUBS S=1.00% 4" SO STUB -4 2 LF- 4'SD SD 5=SD 1.00° S=1.00% 10 LF-8"SD S=2.00% L 48 LF - 8"SD S=0.50% 77 LF - 8"SD SO CO -4 IE 8" IN=477.87 (E) IE 4" IN=478.03 (N) IE 8" OUT=477.87 (S) SO 0E -1l1 IE 8" IN `7.67 (N) SO OV -1 IE 8" OUT=475.37 (W)�`- MATCHLINE, SEE THIS SHEET NOT FOR CONSTRUCTION 86 LF - 8"SD SD CO -7 IE 8"IN=475.27(E) IE 8" OUI (W) SO GO -5 IE 8" IN=478.11 (E) IE 4" IN=478.27 (N) IE 8" OUT=478.11 (W) TAX LOT #3900 W STUB -1 2" W - 344 LF - 2"W SO STUB -11 SD 44 LF - 4"SD S=1.00% SO STUB -1 SD SD SD STUB -2 4 14 LF-4"SD S=1.00% S=0.50% 96 LF - 8"SD SO CO -6 - FEW 45' -BEND -2 108 LF/ FP 45I° -BEND -4 J 7-15 LF -2"W ELECT VAULT FP 45°-BEND-2l�ii ii i 46 LF-8"SDS FP DDVA-2 S=0.52% 6" RP DETECTOR AND 2" RP DEVICE IN A HEATED ALUMINUM ENCLOSURE, I 50 LF - 8"SD REFLECTII SURFACES NOT PERMITTED. W 2"-WM-1 it 15 LF - 2"W i s iI G1 FP DD III I FHW U m 3LF-6"FP I N LL RG 10 LF-8"SD S=2.00% L 48 LF - 8"SD S=0.50% 77 LF - 8"SD SO CO -4 IE 8" IN=477.87 (E) IE 4" IN=478.03 (N) IE 8" OUT=477.87 (S) SO 0E -1l1 IE 8" IN `7.67 (N) SO OV -1 IE 8" OUT=475.37 (W)�`- MATCHLINE, SEE THIS SHEET NOT FOR CONSTRUCTION 86 LF - 8"SD SD CO -7 IE 8"IN=475.27(E) IE 8" OUI (W) SO GO -5 IE 8" IN=478.11 (E) IE 4" IN=478.27 (N) IE 8" OUT=478.11 (W) TAX LOT #3900 W STUB -1 2" W - 344 LF - 2"W SO STUB -11 SD 44 LF - 4"SD S=1.00% SO STUB -1 SD SD SD STUB -2 4 14 LF-4"SD S=1.00% S=0.50% 96 LF - 8"SD SO CO -6 - FEW 45' -BEND -2 108 LF/ FP 45I° -BEND -4 J 7-15 LF -2"W ELECT VAULT FP 45°-BEND-2l�ii ii i 46 LF-8"SDS FP DDVA-2 S=0.52% 6" RP DETECTOR AND 2" RP DEVICE IN A HEATED ALUMINUM ENCLOSURE, MODEL NUMBERHAD45072052 BY HOTEL Nee - - ENCLOSURE TO BE PAINTED. REFLECTII SURFACES NOT PERMITTED. W 2"-WM-1 it 15 LF - 2"W i s iI G1 FP DD III I FHW FP45°-BEND-1 3LF-6"FP a U) RG O Al rtSO OV -2 � I IE 8" OUT=475.98 (SW) y 46 LF-8"SDS < S=0.52% LL LF -2"W X13 SO CO -3 IE 8" IN=475.75 (NE) IE 8" OUI (W) W RP -2 J W 2"-WM-2 WAND IRR REDUCED PRESSURE BACKFLOW DEVICES LOCATED II INSIDE ENCLOSURE SSMH#2 i xes -.T- iI - - -e 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. OX UTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF 1 SUB TO PROVIDE CONNECTION TO EXISTING 16" WATER MAIN AND INSTALL METERS. 2 CONNECT TO EXISTING MANHOLE 3 CONNECT TO EXISTING SHARED MAIN 4 STUB PIPE FOR TAX LOT 4100 FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. CONNECT TO GAS METER. CONTRACTOR TO G COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION. RG RAIN GARDEN S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SO CONNECT TO STORM DRAINIROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. SFD SANITARY FLOOR DRAIN W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) ��� STRUCTURE TYPE CALLOUT XX ID NUMBER (WHERE APPLICABLE) N=XXXX'XX 1 LOCATION (WHERE APPLICABLE) E=XXXX.XX J RIM= IE IN = XX.X- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F- UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CO CLEANOUT TO GRADE DDVA DOUBLE DETECTOR VALVE ASSEMBLY IN ABOVE -GRADE ENCLOSURE FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT GM GAS METER MH MANHOLE OF OUTFALL OV OVERFLOW INLET RP REDUCED PRESSURE BACKFLOW ASSEMBLY IN ABOVE -GRADE ENCLOSURE SFD SANITARY FLOOR DRAIN STUB STUB WM WATER METER SCALE 1 INCH - 20 FEET 20 0 20 40 lTff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.664.4902 F: 541.684.4909 www.koflmm E� P" Ef Fs���yr 88168 9 l UIGITALLYSiGNED 2022.01.10 09:58:31-08'00' JQwtjtTRE0- U) 21 D 0 Z �--3: U)wU O W J V cy) O�LLI 7 N � W ` 0L Z Q LU o ^� J W 0 O Jw�wo a-LUW (Y � Q�� X:Z ry �U)�MU) UTILITY PLAN PROJECT# 2100328 DRAWN MG CHECKED AB DATE 01.05.2022 SHEET C2.1 l��\ 2 • 1 �coFYRioNT 2UII EYreo/wm•' TAX LOT #4200 4�9 479-- TAX 79- TAX DoT #3800 (479.5±) TAX LOT #4300 35' WIDE SHARED DRIVEWAY SSMH#4 TP --- 8- xts - 480.93 TPS - 4 60 '48osarPDINT USE &�E C #6� (480.5±) EDGE OF ASPHALT ---._- AC ESS EASEMEI''T 480.40 TP cam,,,, -480- 480.42 TP ., 481.00 TP 480.88 TP 3.0% n0 481.20 TP ` 479.73 FL r 3.1% 479.26 FL - 47 9 --__ BOTTOM OF "gam RAIN GARDEN LL1 ELEV = 477.50 FG D AREA= 1,293 SF d I LLI I� 0 N 10' 10' NOT FOR CONSTRUCTION .20 FF PROPOSED BUILDING FF=481.20 TAX LOT #3900 10 LABEL LEGEND CALLOUT DESCRIPTION XX% GRADING SLOPE AND DIRECTION (DOWNHILL) TP jP0.57 80.46 TP wl_ 10 1.5% EG ELECTRIC FF FINISHED FLOOR �- - - N 89°42'53" W 275.05' AIN GARDEN 1 LP n n7 479.5 ----- --___ TAX LOT #3900 10 LABEL LEGEND CALLOUT DESCRIPTION XX% GRADING SLOPE AND DIRECTION (DOWNHILL) 20' WID_E_PUE DESCRIPTION LISTED BELOW. wl_ 10 XX.XX XX EG ELECTRIC FF FINISHED FLOOR �- GUTTER VAULT RDEN 1 LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND _NC2.01 -$,'vOALR BOTTOM OF RAIN GARDEN Q (XXX -X') f EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND `EV .1G0 FG DRAINAGE FLOW DIRECTION - - - - - - - ---- GRADE BREAK -----49----- EA ==479 242 SF -----50----- 480.72 TP 49 CONTOUR MINOR (FG) 50 _ j - - 479.98 TP - ---a -- CONVEYANCE SWALE q 480.26 TP;0.03 TP 479.20 TP GP#5 EDGE OF -H LT (480.0±) .__- -- - ,480.1;TP SHEET NOTES 60 0' R W WIDTH 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. .00' 30.0:, 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY LP DIRECTION. SLB I 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG: EX. STREET LIGHT 71 I v 480.66 TP 7.50/� 1.0% X481 480.73 TP I 'N 481---------- 480.15 TP m 480.31 TP 480.77 TP 1.7/0 o s 1.4% 479. -TP W o I LLJ I � IN GARDEN 1 I O 481.17 TP 1 0 C�.O �+ 481.07 TC 0 1.5%) 480.57 TP �} U o I I I = o .F� 481.20 FF o 1.9°k BOTTOM OF EL VIN C--°44779.00FG 0 1 5% DEN 481.07 TC I AREA= 116 SF I� E-� 480.57 TP R 481.14 TP ' v . o -I- ---------- (SSMH#2 481.04 TC 480.07 TP -` 481.19 FF 1 0% 480.54TP ,.I -I. 479.27 TP 481.14 TP - . 479.63 TP o 0.1%, TC 480.26 TP 2.9% I 48055 TP 480.00 TP (478.8±) + I M c} I I 479.71 TP 479.93 TP 2.9% 479.791 TP - -� -� 479.49 TP PROPOSED DRIVEWAY 479.26 TP 480 IN REMSIDEWALK ND REPLACE 479.11 TP 479.47 TP 479.17 TPI �Rn s 4ao 36' CURBI TO CURB 8 SLB o L �I 7' WIDE PUE EX. STRE T LIGHT ISSMH#1 GRADING LABEL LEGEND CALLOUT DESCRIPTION XX% GRADING SLOPE AND DIRECTION (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG XX.XX XX EG EXISTING GRADE FF FINISHED FLOOR G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT (XXX -X') f EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND ' DRAINAGE FLOW DIRECTION - - - - - - - ---- GRADE BREAK -----49----- EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) SSMH#5 ---a -- CONVEYANCE SWALE CP#7 SCALE 1INCH =20 FEET 20 0 20 40 1q)ff 800 Willamette Stn,et, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.ko/f. e Ef Fs���yr8 9 l DIGITALLY SIGNED 2022'01.10 09:56:57-08'00' y OREGON y 21 ��TTREL�OP J Q U/ Z) 0 Z �wU O w VJ cy) w 7la-00 � LU ` Z<W oz LL) o Jw�w❑ �W W Q�(Dz z � U5 GRADING PLAN PROJECT# 2100328 DRAWN MG CHECKED AS DATE 01.05.2022 SHEET C3.1 /\■1 LGPIIT20 YRIG22 W TBG nrrnitede++mann 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 TYPICAL SHRUB PLANTING SECTION SCALE: 1/2' = 1'41" ADJACENT BUILDING OR EDGE OF PLANT BED 4 9 4 CIFIE SPACING' SPACING "D" ROW "A" 3" O.C. 2.6" 6' O.C. 5.2" 9' O.C. 1r 12" O.C. 10.4" C O.C. 13.0" Crape Myrtle Multi -Trunk B'ht Multi -stern, full PIPO 2 Pinus pond. Ponderosa Fine 6' ht matching, full, B&B THPH 4 9 4 CIFIE SPACING' SPACING "D" ROW "A" 3" O.C. 2.6" 6' O.C. 5.2" 9' O.C. 7.8" 12" O.C. 10.4" 15" O.C. 13.0" SPACING"D" ROW'A" 18" O.C. 15.6" 24" O.C. 20.8" 30" O.C. 26.0" 36" O.C. 30.0" 48" O.C. 41.5" GROUNDCOVER SPACING DIAGRAM LA -1 PLAN NTS GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACHSHADETREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUBGRADE 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 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. SCALE: 1/2" = V-1)" TREES QTY BOTANICAL NAME ICOMMONNAME ICONT IREMARKS ACC 2 Acer ciminadm Vine Maple 6'ht Multi -stern, B&B LILA 8 Lageratmemia indica'Lavender Crape Myrtle Multi -Trunk B'ht Multi -stern, full PIPO 2 Pinus pond. Ponderosa Fine 6' ht matching, full, B&B THPH 7 Thuile plicata'Hogan' Hogan Cedar 8' ht Matching, full, B&B ZSVG 2 Zelkova sertata'Village Green' Sawleaf Zelkova 2' cal. Matching, limbed up to approx. 6 f6 Slough Sedge 4' pot Matching, full, l2' o.c. JUPA 248 Juncus patens SHRUBS QTY BOTANICAL NAME COMMONNAME SIZE REMARKS AUC 21 Arbutus unedo'Compacta' Dead Strawberry Tree 5gal Matching, full COSA 4 Comms sangulnea'Arctic Sun'TM Blood -Twig Dogwood 1gal Matching, full EUAC 15 Euonymus alatus'CompacWs Burning Bush 5 gat Matching, full FOG 25 Fogregilla gardenii Dwarf FothegilW 3 gal Matching, full ICC 17 Ilex aenata'Campacta' Japanese Holly 3gal Matching, full MC 5 Myrica californics Pacific Wax Myrtle 5gal Matching, full POM 11 Polyatichum munitum Western Sword Fem 1 gal Matching, full PLO 19 Prunus lauroceresus'O to Luyken' I Otto Luyken English Laurel 5 gal Matching, full RHU 116 1 Rhododendron x'Unique UniqueRhatlodendron 5 gel Matching, full SPGF 91 Spimeaxbumalda'Goldfiame Goldilsme Spires 3gel Matching, full VID 48 Viburnum tlavitlii David Viburnum 3 gal Matching, full VIP 2 Vibumum pliaatum tarentosum Doublefile Viburnum 5gal IMabhing,Nll VIT 15 Viburnum finus'Spdng Bouquet' I Spring Bouquet Laurestinus 15gal Matching,full GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS CQ 29 Camassia quamash Small Came$ bulb Bulb, 12" ox. CAO 474 Carex obnupm Slough Sedge 4" pot Matching, full, 12" o.c. COSK 106 Comus sericea'Kelseyf Dwarf Rectwig Dogwood 2gal Matching, full NADF 63 Nandina domestics Fire Power Firepower hardline 1gal Matching, full, 24' o.c. NAK 27 Naroissus x'King Alfred King Alfred Daffodil bulb Ram to dumps of 5.8 bulbs. Bulbs Y apart. PEAH 28 Penniselum alopecumides'Hameln' Hameln Dwarf Fountain Gress Igal Matching, full, 24' o.c. PLMV 100 Prunus municenasus'Mount Vernon' Mount Vernon Laurel Igal Matching, full RUC 40 Rubus calychotdes Green Carpel Raspberry 1 gal Matching, toll, 18" o.c. IF 25 Rudbeckie fulgitle'GOIdsWm' Black Eyed Susan igal Matching, full, 18"o.c. RAIN GARDEN #3 - 617 SF.SCHEME 3 TREES QTY BOTANICAL NAME COMMON NAME CONT REMARKS FRIA 3 Fnalnus latifolia Oregon Aah 1.5' cel. I Matching, full, B&B 958 SHRUBS OTY BOTANICAL NAME COMMON NAME SIZE REMARKS COBA 8 Comms alba'Bailhab' Ivory Halo Dogwood 5 gal Matching, full MAR 31 Mahonla wens Creeping Mahonla 3 gal Matching, full SPD 6 Spica" douglasii Western Spirea 5 gal Matching, full SPGF 20 Spica" x bumada'Goldfiame Goldeame Spires 3 gal Matching, full VID 12 Viburnum davdll David Vibumum 3gal Matching, full Juncus patens GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT REMARKS CAO 254 Carex contorts Slough Sedge 4' pot Matching, full, l2' o.c. JUPA 248 Juncus patens California Gray Rush 4' pot Matching, full, lY o.c. NAK 19 Narcissus x'King Agrec' King Alfretl Daffodil bulb Plant In clumps of 5-6 bulbs. Bulbs 2"apac. PEAR 8 ParnasNm alopecuroldes'Hameln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" ox. RFG 9 Rudbeokia fulgida'Goldsbunn Black Eyed! Susan 1 gal Matching, full, 1W ox. GROUND COVERS I QTY I BOTANICAL NAME ICOMMONNAME ICONT IREMARKS CO 1278 1 Cama"his quamash Small Camas bulb I Bulb, 12" o.c. CAO 958 Carex obnupta Slough Sedge 4" pot Mat Matching, full, 12' Single stem, B&B, matching, full JUPA 975 Juncus patens California Gray Rush 4" pot Matching, full, 12' REMARKS CORA 4 Comma alba'BallhaW Ivory Halo Dogwood O.C. RAIN GARDEN #2 - 303 SF. SCHEME 3 TREES OTY BOTANICAL NAME COMMON NAME CONT REMARKS ACG 1 Acer gdseum Paperback Maple 1.5" cal. Single stem, B&B, matching, full SHRUBS OTY BOTANICAL NAME COMMONNAME SIZE REMARKS CORA 4 Comma alba'BallhaW Ivory Halo Dogwood 5 gal Matching, full MAR 17 Mahonla mpens Creeping Mahonla 3 gal Matching, full SPD 3 Spina" douglasit Western Spirea 5gal Matching, full SPGF 20 Spimea x bumalda'Goldflame Goldgame Spirea 3gal Matching, full GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS CAO 1104 1 Caret corrupts Slough Sedge 4'pot I Matching, full, IT o.c. JUPA 1150 1 Juncus patens California Gray Rush 4' pot I Matching, full, 12" o.c. VG TREE TO AOVED B sea ING TREE TO !MOVED IRRIGATED PLANTING LEGEND OEXISTING TREE TO REMAIN ® GROUNDCOVER PERENNIALS " PROPOSED TREES JUNCUS PATENS CAREX OBNUPTA SHRUBS CAMAS QUAMASH NON -IRRIGATED LAWN EXISTING FENCE PROPOSED MULTI -STEM TREE PROPERTY LINE / \ EXISTING TREE TO BE REMOVED 0 4 8 16 32 64 SCALE: 1/16" = 1'-0" NORTH �� DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 541.683.5803 www.DLAdesign.wrn GIST0279 t"'I David J.J. Dougherty F , OREGON 4PE Ag J U) D r) Z C/) U J D W MW~ www o zz�w� FQO�o .J W L J J w O Z �U)k-0zUa)- LANDSCAPE PLAN PROJECT# 202114 DRAWN EH CHECKED DJD DATE 01.10.2022 SHEET LA 1 ©COPYRIGHTA22t TaGNMlbps+Plmren TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING 1/4"=1._0.. ' " ' 2-6 - 3� (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3%" DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB c a n nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESS AISLE STRIPING AS REQUIRED BY CODE SITE PLAN N A1.1 1"= 20'-0" ACCESSIBLE \L� PARKING SPACE 11 SIGN TYP, SEE CIVIL m a c� m a ENLARGED PARTIAL SITE PLANIN 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. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 3. REFERENCE CIVIL PLANS, FOR ALLUTILITY, AND GRADING AND DRAINAGE REQUIREMENTS. 4. 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. 5. IN COMPLIANCE WITH SDC 4.4105(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. 6. THE DETAILS OFTHE SITE AND BUILDING SIGNAGE WALL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 7. AT LEAST T-0'OF CLEAR SPACE HORIZONTALLY AND AT LEAST 76'OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 8. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 9. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS 10. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. 11. WELLHEAD PROTECTION CONSTRUCTION NOTES: 11.1 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 MSDS% THE ENGINEER WALL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER RESOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 11.2 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. 11.3 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 MATERIALSANASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. LAND USE CODE SUMMARY O1 I 6_D. y_0.. DRIVE AISLE AREA TYP BICYCLE SPACE TYP CUR END SPACE TYP----F< 5-0' MIN INTERIOR AND REAR YARD PARKING, 205 SF T DRIVEWAY AND OUTDOOR STORAGE PARKING LOT AREA 22,728 SF SETBACK. _ a c > 4.2-130 TAX LOT 4200 / I - - HOOPS TYP LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REWIRED TAX LOT 4300 MECHANICAL DEVICES HITCHING POST� LONG TERM SPACES REQUIRED c arc Z � TOTAL BICYCLE PARKING SPACES PROPOSED OR STAPLE RACK SIGHT -OBSCURING SLATTED CHAIN-LINK 4SPACES LONG TERM SPACES PROPOSED PER CITY CODE L SEPARATE AS REWIRED PER CITY CODE. TIME OF TENANT INFILL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.6-145-150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. Q a Z LP II/ U) Lu - J �W� 0 O ()� W Lu Z 0� Z_ Q 777 Z LU LU ® 0 SLB J wci LLJLLI (E) ADJACENT SITE TO of v z CD �/ / Co U) SITE PLAN & DETAILS & NOTES REMAIN - NO CHANGES PROJECT # 202114 DRAWN BRMC CHECKED JF/KT DATE 01.10.2022 SHEET Al. 1 - - - PROPOSED w OF I (E)36-0" DRIVEWAY 89°42'53" E 469.89' (E) D EWA O RE IN -0" 0 TO REMAIN MI PU _ Pi w. o Q (E) CUB & GUTTER MI - _ - TO RE AIN, TYP _. IJ ELEC. VAULT -�- -- �______ _ LLLL'-�-�) - - - ------------ ❑_ SEE SEEELEC -."DS------------- - - EATER-�-I - - 1'� ------ ,-(E) FIRE HYDRANT - SLIDING FENCE - -DS-.'ALO DS. • 4AECH - '-9'LLI- r--� GATE & U=N,T - 8 (E) PUBLIC 0X30 AEGOPERATOR GT /-SIDEWALK T O4�. - - _ . CONOPA 28-0- ' - REMAIN, TYP • CONCRETE _ -. uu PAD 8'0, MIN TYP, LION MIN, TYP I STREET TREE, SEE L _ 38'-9' - 13'-T' -.' LANDS APE STORMWATER RAIN NEW 6' 0" FENCE, BOLLARD - E3 GARDEN, TYP, SEE CIVIL TYP COVERED TRASH/ - ONE-STORY ENTRY CANOPY ,' RECYCLINGAREAW1 o BUILDING AREA ) OSANITARYSEWER o 9,902 SF 1- OR NORM/ DRAIN, SEE CIVIL DWGS J - Y 2 f CENTERLINE - - _ , Cl TYP 60 „ '^ PROPERTY LINE, TYP OVERHEAD BAY DOOR ABOVE, ^ RIGHT-OF-WAY WIDTH SHOWN DASHED, TYP,UON. SEE �_J A1.1 ® F' w j M 3 0' w SHT A2.1 &CIVIL DWGS = EDGE OF ASPHALT PAVING -1- ' I 3 CURET CURB aI \ \ �-- .-.'I o ------DN _S TAX LOT 4100 I I BOLLARDS,TYP d. o (E) TEL C OM e DS CH DOOR DS CH DOOR ro DS a - UTILITI STO REMAIN ZOA I 0 GATE ACCESS CONTROL & FIRE DEPT.ACCESS (E) PUB TO REMAIN,ap TAX LOT 4000 a SLIDING FENCE SEE SURVEY STORMWATER RAIN ALIGN $ i °+ GATE & i DRIVE AY CURB 10'A" 10'A" GARDEN, TYP, SEE CIVIL OPERATOR i CUT & PRON i �3A H - R5 -0' LL1 2 ' - Lu O m LION g 3TY O m 0 U �= .LL. .LL--LLLL -. o •-��• ..-.:.'. -'.-. .:.y. .-`---'---' T F. .E--------------------- OM g N89°42' 3"W 95.19' N 89° '53" W 275. 5' (E) FENCE TO REMAIN TAX LOT 3800 (E) ADJACENT SITE TO TAX LOT 3900 REMAIN - NO CHANGES PROPOSED I SLB I� LP TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING 1/4"=1._0.. ' " ' 2-6 - 3� (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3%" DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB c a n nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESS AISLE STRIPING AS REQUIRED BY CODE SITE PLAN N A1.1 1"= 20'-0" ACCESSIBLE \L� PARKING SPACE 11 SIGN TYP, SEE CIVIL m a c� m a ENLARGED PARTIAL SITE PLANIN 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. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 3. REFERENCE CIVIL PLANS, FOR ALLUTILITY, AND GRADING AND DRAINAGE REQUIREMENTS. 4. 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. 5. IN COMPLIANCE WITH SDC 4.4105(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. 6. THE DETAILS OFTHE SITE AND BUILDING SIGNAGE WALL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 7. AT LEAST T-0'OF CLEAR SPACE HORIZONTALLY AND AT LEAST 76'OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 8. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 9. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS 10. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. 11. WELLHEAD PROTECTION CONSTRUCTION NOTES: 11.1 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 MSDS% THE ENGINEER WALL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER RESOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 11.2 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. 11.3 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 MATERIALSANASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. LAND USE CODE SUMMARY O1 SDC 3.2-420 6_D. y_0.. DRIVE AISLE AREA TYP BICYCLE SPACE TYP CUR END SPACE TYP----F< 5-0' MIN INTERIOR AND REAR YARD PARKING, 205 SF T DRIVEWAY AND OUTDOOR STORAGE PARKING LOT AREA 22,728 SF SETBACK. _ a c > 4.2-130 SPACE BETWEEN 8,590 SF / 3,000 (WI MEZZ) SIDES OF TRIANGLE, TYP - - HOOPS TYP LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REWIRED 5 SPACES MECHANICAL DEVICES HITCHING POST� LONG TERM SPACES REQUIRED c arc Z � TOTAL BICYCLE PARKING SPACES PROPOSED OR STAPLE RACK SIGHT -OBSCURING SLATTED CHAIN-LINK 4SPACES LONG TERM SPACES PROPOSED PER CITY CODE L SEPARATE AS REWIRED PER CITY CODE. TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING 1/4"=1._0.. ' " ' 2-6 - 3� (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3%" DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB c a n nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESS AISLE STRIPING AS REQUIRED BY CODE SITE PLAN N A1.1 1"= 20'-0" ACCESSIBLE \L� PARKING SPACE 11 SIGN TYP, SEE CIVIL m a c� m a ENLARGED PARTIAL SITE PLANIN 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. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 3. REFERENCE CIVIL PLANS, FOR ALLUTILITY, AND GRADING AND DRAINAGE REQUIREMENTS. 4. 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. 5. IN COMPLIANCE WITH SDC 4.4105(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. 6. THE DETAILS OFTHE SITE AND BUILDING SIGNAGE WALL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 7. AT LEAST T-0'OF CLEAR SPACE HORIZONTALLY AND AT LEAST 76'OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 8. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 9. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS 10. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. 11. WELLHEAD PROTECTION CONSTRUCTION NOTES: 11.1 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 MSDS% THE ENGINEER WALL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER RESOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 11.2 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. 11.3 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 MATERIALSANASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. LAND USE CODE SUMMARY O1 SDC 3.2-420 5-0' MIN. PARKING AND DRIVEWAY 2Z728SF DRIVE AISLE AREA FRONT YARD SETBACK. O2 SDC 3.2-420 5-0' MIN INTERIOR AND REAR YARD PARKING, 205 SF INTERIOR PARKING LANDSCAPING REQUIRED(SDC-4.4105(FX2) DRIVEWAY AND OUTDOOR STORAGE PARKING LOT AREA 22,728 SF SETBACK. OSDC 4.2-130 VISION CLEARANCE AREA, MN 10'-0" (2) 8,590 SF / 3,000 (WI MEZZ) SIDES OF TRIANGLE, TYP O4 SDC4.4110(B)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REWIRED 5 SPACES MECHANICAL DEVICES OSDC4.4110(B)(3XC) LONG TERM SPACES REQUIRED TRASH ENCLOSURE AREA SCREENED W/ TOTAL BICYCLE PARKING SPACES PROPOSED 6 SPACES SIGHT -OBSCURING SLATTED CHAIN-LINK 4SPACES LONG TERM SPACES PROPOSED FENCE. COVER AND HYDRAULICALLY LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED INSIDE SEPARATE AS REWIRED PER CITY CODE. PARKING CALCULATIONS VEHICLE PARKING (TAX LOT 4000) VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6.2) SECONDARY OFFICE USE 1: 300 SF GROSS FLOOR AREA 1,902 SF / 300 INDUSTRIAL WAREHOUSING & STORAGE USE 1:1,000 SF GROSS FLOOR AREA 8,590 SF / 1,000 (WI MEZZ) TOTAL VEHICLE PARKING SPACES REWIRED 11.4 EQUIPMENT MAINTENANCE AND FUEUI PRECAUTIONS MUST BE TAKEN 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. 11.5 NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON SITE. 12. 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 13. EXACT DETAILS AND DIMENSIONS ARE CONCEPTUAL, FOR REFERENCE ONLY, AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. AREA CALCULATIONS TOTAL SITE AREA TAX LOT 40M 1.00 ACRES OR 43,%0 SF •]:TVd•Sdd:1�7�7a9�CN9T14.Y1 TOTAL BUILDING FOOTPRINT AREA 9,902 SF TOTAL ASPHALT/PARKING AREA/ 2Z728SF DRIVE AISLE AREA - - - - PROPERTY LINE TOTAL SIDEWALK/PAVEMENT AREA 1,418 SF TOTAL TRASH ENCLOSURE AREA 205 SF TOTAL IMPERVIOUS AREA 34,253 SF (79%) TOTAL PERVIOUS AREA TOTAL LANDSCAPE AREA 9,307SF(21%) LEGEND TOTAL VEHICLE PARKING PROPOSED 16 SPACES 6.4 SPACES NEW BUILDING FOOTPRINT 8.6 SPACES - - - - PROPERTY LINE 15 SPACES - - - EASEMENT BOUNDARY LINE, (9-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) SEE SURVEY TOTAL VEHICLE PARKING PROPOSED 16 SPACES STANDARD (9-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 15 SPACES ACCESSIBLE Flo, (9-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 1 SPACE INTERIOR PARKING LANDSCAPING REQUIRED(SDC-4.4105(FX2) 1,136SF(5%) PARKING LOT AREA 22,728 SF INTERIOR PARKING LOT LANDSCAPING PROPOSED 1,709 SF (7%) BICYCLE PARKING (TAX LOT 4000) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) SECONDARY OFFICE USE 1 : 3,000 SF GROSS FLOOR AREA Flo, 1,902 SF / 3,000 75% SHORT TERM 1 SPACES 25% LONG TERM 1 SPACES INDUSTRIAL USE (INCLUDING WAREHOUSING) 1 : 3,000 SF GROSS FLOOR AREA 8,590 SF / 3,000 (WI MEZZ) 75% SHORT TERM 2 SPACES 25% LONG TERM 1 SPACES TOTAL BICYCLE PARKING SPACES REWIRED 5 SPACES SHORT TERM SPACES REQUIRED 3SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 6 SPACES SHORT TERM SPACES PROPOSED 4SPACES LONG TERM SPACES PROPOSED 2 SPACES 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 4.6-145-150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. Q LANDSCAPE AREA, SEE LANDSCAPE ® ON-SITE PEDESTRIAN CROSSWALK STRIPING CONCRETE WALKWAY, ION BICYCLE HOOP (2) SHORT TERM BICYCLE PARKING SPACES Q PARKING LOT POLE LIGHTING IJy (20'-D" HEIGHT, TYP) o (E) FENCE TO REMAIN x - (N) CHAIN LINK FENCE (8'-0" MAX HEIGHT, TYP) (N) ORNAMENTAL FENCE (8'-0" MAX HEIGHT, TYP) (E) TREE TO REMAIN STREET TREE SLB ® FOR ALL UTILITY U SLP INFORMATION SEETHE SURVEY, DEMO PLAN, AND CIVIL DRAWINGS Flo, ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 �1.� UIGENE OREGO 91� OF Og4 J U) D Q Z U) Lu J �W� O ()� W Lu Z 0� C7 " Z_ Q o nw 1..� LU LU 0 Of O J wci LLJLLI LU of v z CD �/ / Co U) SITE PLAN & DETAILS & NOTES PROJECT # 202114 DRAWN BRMC CHECKED JF/KT DATE 01.10.2022 SHEET Al. 1 ©�PYRIG =by TBGktliRc +Plwi 2 3 4 5 6 7 8 9 I I I I I I 139'-6" I I I I I I ELEC GAS METER SERVICE SHOWER DS He J 116 --------------------------------- --------------------------- -T-DS"---___________L- I--------------------------___�Da J_ O C__IC__I�- - - - - - - STAIR -TFD, , -- _.�i�SD CONDENSER i FACP PER i ELECTRICAL UNIT, SEE MECH FIRE RISER, -_-_-_ --- O1 � SEE FIRE - STORAG� - 3'-0"X3'-0' PROTECTION - --- 115 CONC PAD - � JAN iDS______________ UP --------------- FE\J' �D i�TOILET �i lull iii `�' IC 106 i B EAK RM ' COPY HBOi ��� 105 lull iii LREFLb E BOLLARD, TYP — — — — — — — — — — — — — — HALL — — — IDS FEC 104 PAINT NO STOR --- � I OBSTRUCTION Fp 112 ZONE W/BRIGHT OR FLUORESCENT FLOOR PAINT, TYP IPS y if3 y 1 z I� I O I WAREHOUSE F-CONFCENCE-` RECEP ION LOBBY a w 114 103 �' —10y- 10101 ^o tit Ait Z �B II I II O HALL DS -I08 OFFICE (111x116) OFFICE OFFICE 110 109 (10x11) (10x11) METAL BUILDING ROD -BRACED FRAME IDS — — — — — — — OFOI STORAGE RACKING, NO OBSTRUCTION NO OBSTRUCTION NO HIGH -PILE STORAGE ZONE' ZONE/ IL O O O O- ----------------------- p/7 pz FE --------------- __________DS DS DS HB FLOOR PLAN MEZZANINE PLAN 1/8" = 1.-0., N 11 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. I I 17"52 ARCHITECTS + P L A N N E \ „ \ OPEN TO BELOW iv / _ \ / \FE / \ / \ / \ 132 East Broadway, Suite 200 Eugene, Oregon 97401 _ MEZZANINE v'i (590 SF) DN - p: 541.687.1010 f : 541.687.0625 ,-- AL;ERSON III --- SOa GENE, OREGO —F OF Og`U FE J MF77 SAFETY GATE MEZZANINE PLAN 1/8" = 1.-0., N 11 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. 17"52 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 AL;ERSON III SOa GENE, OREGO OF Og`U J la/�^J v / Z) 0 Z laaaaaa U) U laaaaaa J MO WJ Wz z w 8 11I W LU O�W LL Of0 O VJ J O J LU - J (7 =O LL 0 OU) FLOOR PLAN PROJECT# DRAWN 202114 SR CHECKED DATE SHOMF 01.10.2022 /� 2 SHEET A2.1 1 . ® OJPYRIGH! 2T2t,/bYTBGPrcM1"L��. %,%� LIGHT FIXTURE, SEI PRECAST CONC Wi CAP GROUND FACE CML (2:) WEST ELEVATION A3.1 j 1/8" = 1'-0" PREFIN STANDING: SHEET METAL BY PE METAL PANEL WALL BY PEMB MFR LIGHT FIXTURE, SEE PRECAST CONC WA CAP GROUND FACE CML TO ROOF r: 20 F PRE -FINIS SHEET ME CANOPY —STRUCTUI TO ROOF 1 h 29' FIN FLOOR OL a - A TI C EAST ELEVATION 1/8" = 1'-0" GENERALNOTES 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. ' FIBER CEMENT LAP SIDING (5" REVEAL) FIBER CEMENT SHINGLE SIDING & TRIM TO ROOF 2 h —22'-44"" HEAVY TIMBER ENTRY CANOPY LIGHT FIXTURE, SEE ELEC ALUMINUM STOREFRONT ENTRY SYSTEM FIBER CEMENT PANEL SIDING & TRIM FIN FLOOR 0' PRECAST CONC WALL CAP GROUND FACE CMU SOUTH ELEVATION v8., = V-0" NORTH ELEVATION ROOF (LIGHT BY PEMB MFR ROOF1 h 29' - 6' =FIN STANDING SEAM =ET METAL BY PEMB MFR ROOF2 / 22'- 4" r =FIN SHEET METAL fTER & DOWNSPOUT fAL PANEL WALL SYSTEM PEMB MFR PLATE /* 10' - 0' r U WALL CAP DUN FACE CMU FLOOR h a-0' r ....o'T IRON DOWNSPOUT BOOT, TYP 17"52 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 J.F. AL1BERSON III SOP UGENE, OREGON OF Og`U J fy la/�^J v / Z) roalZ laaaaaa U)-17 U laaaaaa J MO W W r z w z O LU w 0 Of0 Q 1..� U J��J CD J =O OU) EXTERIOR ELEVATIONS PROJECT# 202114 DRAWN CHECKED SR SHO/JF DATE 01.10.2022 SHEET A3.1 ®O PYMW=1 by TBG P iMk r%ands CONNECT GROUND ROD TO GROUND LUG IN POLE BASE WITH #6 BARE COPPER GROUNDING WIRE 4 SEE PLANS FOR SIZE AND TYPE OF CONDUIT ANCHOR BOLTS TO BE GALVANIZED FULL LENGTH, WITH 4" BOLT PROJECTION AND MIN. OF 10 THREADS. FURNISH EACH BOLT WITH (2) HEX NUTS,(2) FLAT WASHERS 1.5" CHAMFER ® 45 DEGREE ANGLE / ASPHALT SOIL 6-#4 HOOPS 4#6 BARS — 3"MIN. CLEARANCE FROM SOIL TO DEBAR tCE 24" 5/8" GROUND ROD. ROUND 8'MIN. CONTACT WITH SOIL POLE BASE DETAIL NTS TYPE DESCRIPTION MANUFACTURER LAMP / LED WATTAGE LUMENS/CCT VOLTAGE FINISH MOUNTING SPEACIAL NOTES T1 SINGLE HEAD - FIXTURE LITHONIA #ESX1-LED-P2-40K-R3-MVOLT-UPA-BLS-DDBXD-M2 LED / 50-98W 8000 - 14000 / 40 - 50K 120V DRK BRNZ POLE MOUNT T - POLE 20' POLES FOR 71" FIXTURES #SSS-20-4C-DM19ESX-DDBXD DRK BRNZ POLE - 20FT W LED WALL PACK LITHONIA #WPX3-LED-40K-MVLOT-DDBXS LED/69W 9200 / 40K 120V DIRK BRNZ WALL MOUNT W2 LED WALL PACK (EXT. EM) LITHONIA #WPX2-LED-40K-MVLOT-E4WH-DDBXS LED/24W 6000 / 40K 120V DRK BRNZ WALL MOUNT BATTERY BACK-UP LIGHT FIXTURE SCHEDULE NTS JB TRANSFORMER &Sx 7VAULT — — — — — — — — — I ' o o ELECTRIC VAULT (E) SUB 4X4 VAULT (FIBER) (M SUB TRANSFORMER & 5 x 7' VAULT . •y a°°r •,W•• ♦°' ♦`° i° Y ♦ ,Y•♦♦ a ♦L ♦♦4 f°WrYa •♦V w r♦`S•y a r y rr •�♦°4 •p' a r ♦V •♦'i N•a ••y ar aii ♦°' ♦ ♦ Yay^ • g_1314" GATE OPERATORTEOPERATORP1-13,15 .r«•.•..•"P1-17,19C W/3#10 Cu' .'i•a ••♦:•.•a. •s" 3/4''C. W/3#IO CuFIRE VAULT / BACK FLOW VERIFY LOCATION L If FIRE VAULT /BACK FLOW - -VERIFY LOCATION 1`a=.♦ 'T 1_ POLE LIGHT a=� a ♦ .8 ." . . . . . . . . . . . . . . . . . . . . . . . . . •P'I I. ♦TAX LOT 4000 'T1"POLE LIGHT ♦1 u GATE OPERATOR Al 'P1-21,23'' 41 • 3/4" C. W/ 3#10 Cu. t". :'•r'�•:"�r ••i •' •�.'�.�ai°. t"��.•'�••' •�• .W « p •e'a rta ,.• •�'.I x'•{I •«� j: '�./ «may.: a�•,.%a �•` •.�` s ,. .. , ,III . 1111„ ,v f :� . •I r✓�. :F�-✓ ". •r✓'w j•:. p'•,°". ,., r..•.". •. r.� w •..a o".a.". w. .:.• •::. 11"X17'GROUND VAULT rr••^° •r r a• .`. •«v r• •r •r° •.e' r «+.•a r•.v• ..v•r r •a• «v• «.•a •w• (POWER& LIGHTING) _ __ _ •.°«ro•• y.11II .. � ..°'�..�.: �-�.. «_...� a a. • .."'�w r.. • ... « .. ... a ... « ... .. a ... • ... « .. ... • ..a « .. .•.Y'•r r.Y•a •..�.Yr« ••.Y a a."i •r r..•.4'•w i•i I 13 (N) COMMUNICATIONS 4X4 VAULT 3 O SITE LIGHTING PHOTOMETRIC PLAN IN E U �o z E K�m GO � U 0 <Z Z� . UOIDZ_ Y w U 111 G L f0 111 z JUSTIN P SLAY �, 0 It `� #5252S R _,p - X, �" X' OF Og fy Q Z — �-- 3: U) Lu O W (/) MSW LLJ Z " ZQW o — J — W �ci J W J LLJ �W W of L� Q��;z z M() SITE LIGHTING PHOTOMETRIC PLAN PROJECT # 202114 DRAWN JP CHECKED JP DATE 01.10.2022 SHEET EOOO ©WPYRIC T