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Plan, Final APPLICANT 5/5/2022
SITE 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] 01M09Ia[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 17"52 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 F. AIBERSON III SO' EUGENE, OREGON OF Oii4 J U) Z U)wU =>J C)� OW U) LU Z ZQnw z O — j 0+ LU LU 0 OLU LU Of Q J W 1..� U =J +D LL] J�LL =O C /^J v / 1 O TITLE SHEET REV# DATE DESCRIPTION PROJECT# DRAWN 202114 NC CHECKED DATE SHOMF 05.03.2022 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. I AX LC #4100 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 (E) 35'-0- PROTECTION PERMIT FROM SPRINGFIELD UTILITY BOARD DRIVEWAY REQUIRED. TO REMAIN SHEET LEGEND k LL -4X LXT TAX L -- T PROPERTY LINE EX. CONTOUR MINOR EX. CONTOUR MAJOR 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK El El BIO -FILTER BAGS, BIO BERMS, OR WATTLES. PLACE AT PROPERTY LINES, LINO (SHOWN OFFSET FOR CLARITY). 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 SCALE 1 INCH = 20 FEET 20 0 20 40 llq3llrr 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.49D2 F: 541.684.4909 www.ImF.. � ���ED PHOFFS �w � 88168 v � DIGITALLY SIGNED MUSLIM 11:12:36-0TO0 OREGON 20 i ��TTREL��P EXPIRATION DAIS: 12/31/2023 0 Z C�WV �>J W (n cy) [)�w Fee— 19Tti W7 ` N LL ti zQW o -J� w _J W W �W W �E Q�(D;z HMa. EROSION CONTROL PROJECT # 2100328 DRAWN MG CHECKED AS DATE 05.03.2022 SHE E �\y1 ■ 0 © COPYRIGHT 20MtyTBGAr Nn aNnnero 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. 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. 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 MATERIALSIWASTES, 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. CONDITIONS OF APPROVAL NOTES 1. A PRIVATE PROFESSIONAL CIVIL ENGINEER MUST DESIGN THE SITE INFRASTRUCTURE IMPROVEMENTS FOR UTILITY SERVICE AND ALL PUBLIC IMPROVEMENTS IN CONFORMANCE WITH CITY CODES, THIS DECISION, AND THE CURRENT ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (EDSPM) PURSUANT TO SDC 5.17-125.6 AND SDC 4.1-110.B. THE PRIVATE PROFESSIONAL CIVIL ENGINEER IS ALSO REQUIRED TO WORK WITH CITY STAFF AND UTILITY PROVIDERS ON THE DESIGN PROCESS AS WELL AS PROVIDE CONSTRUCTION INSPECTION SERVICES FOR THESE IMPROVEMENTS AS A CONDITION OF APPROVAL. 2. IN ACCORDANCE WITH SDC 4.3-125, THE APPLICANT MUST PLACE NEW UTILITY LINES UNDERGROUND AND PROVIDE SCREENING FROM ANY UTILITY VAULTS/TRANSFORMERS/CONNECTIONS ALONG THE 5TH STREET FRONTAGE. PRIOR TO FINAL SITE PLAN APPROVAL, THE APPLICANT MUST IDENTIFY IF AND WHERE ADDITIONAL SCREENING IS NEEDED AND WHAT KIND OF SCREENING WILL BE USED. SCREENING MUST CONFORM TO THE STANDARDS IN SDC 4.4-110.B. 3. PER THE STORMWATER OPERATIONS AND MAINTENANCE PLAN, THE OWNER HAS MAINTENANCE RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEM AND MUST BE DISTRIBUTED TO ALL PROPERTY OWNERS AND TENANTS OF THE SITE PURSUANT TO SDC 4.3-110.8. 4. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SDC 4.3-1103 AS WELL AS THE CITY'S MS4 STORMWATER PERMIT AND EDSPM, THE PROPOSED RAIN GARDENS MUST BE FULLY INSTALLED AND FULLY FUNCTIONING FOR STORMWATER MANAGEMENT MITIGATION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY THE CITY PRIOR TO BUILDING OCCUPANCY ISSUANCE. 5. ALL FIRE APPARATUS ACCESS ROUTES ARE TO BE PAVED ALL-WEATHER SURFACES ABLE TO SUPPORT AN 80,000 -LB. IMPOSED LOAD IN ACCORDANCE WITH THE 2019 SPRINGFIELD FIRE CODE (SFC) 503.2.3 AND SFC APPENDIX D102.1. THE APPLICANT MUST MEET FIRE ACCESS ROAD STANDARDS TO OBTAIN OCCUPANCY CERTIFICATES. 6. PRIOR TO THE FINAL SITE INSPECTION AND CERTIFICATE OF OCCUPANCY, THE EXISTING FIRE HYDRANT MUST PROVIDE A MINIMUM FLOW OF 1,500 GPM AT 20 PSI IN ACCORDANCE REQUIRED BY THE 2019 SFC APPENDIX B IN ACCORDANCE WITH SDC 4.3-120. 7. THE DEVELOPER MUST INSTALL ALL PUBLIC UTILITIES IN THE PUBLIC ROW OR A SUITABLE EASEMENT AND COORDINATE THEIR PLACEMENT WITH OTHER UTILITY PROVIDERS AND SITE FEATURES SUCH AS DRIVEWAYS, SIDEWALK, AND CURB RAMPS TO MINIMIZE DISRUPTION OR COMPROMISE REQUIRED DESIGN FEATURES. ALL UTILITY LOCATIONS MUST BE SHOWN ON THE FINAL SITE PLAN AND COORDINATED USING THE CITY OF SPRINGFIELD'S PUBLIC IMPROVEMENT PERMIT PROCESS IN ACCORDANCE WITH SDC 4.3-120. 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 CONC. 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 O.D 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 SIN 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 1Tff 800 Willamette Street, Suite 400 Eugene, OR 97401 0' 541.684.4902 F: 541.684.4909 www.ImF.. 088168% DIGITALLY SIGNED 2022.06.00 11:11.46 -OW OREGON 20 i 3�TTRELY�P EXPIRATION DATE: 12/31/2023 0 z CIVIL NOTES PROJECT# 2100328 DRAWN MG CHECKED AS DATE 05.03.2022 SHEET /\�\ I ■ I © COMIGLIT 2022 WT�BG/AM ods-N.n. FP 90° -BEND -1 FP FDC -1 ELECTRIC VAULT i FP 45° -BEND -2 ' FP DDVA-2 6' RP DETECTOR AND 2" RP DEVICE INA HEATED ALUMINUM ENCLOSURE, MODEL NUMBERHAO45072052 BY HOTBOX. s ENCLOSURE TO BE PAINTED. REFLECTIVE n" SURFACES NOT PERMITTED. t W 2"-IWM-1 f6'11a'L4'I [r SD D TUB ry FP DDVA-1 4 SSTUB-1 G S 34 LF -2"W 15 LF -2"W I s" - �0� SO STUB- SD SO STUB -8 SD SO CO -1 4" IE 8" IN=478.20 (E) FP STUB -1 IN=478.20 (W) 6' FP SD STUB -9 IE 8" OUT=478.20 (S) MATCHLINE, SEE THIS SHEET r w 3 D -3 FP FDC -2_ y - _ _ _ _ _ OUT=479.01 (S) _ - - W 45° -BEND -1- � Ss',_. J SD STUB -1 SD 29 LF - 6„S 0 6LF-6"FP- 1 4„ Ll J IE 8'IN=474.63(E) 5=2.00% N 1 SD 0 ? IE 10" OUT=474.43 (S) IE 8' SD CO -8 S LF 5=0.63% 39 LF - 8"SD IE 4" IN=479.11 (S) -3 2 (E) IE 8"OUT=478.42 (E) N _ _ r _ _ --•"'_ -- -n<s- - S-0.50% IE 4" IN=479.11 (E) _ ND FP 45° -BENDS --- d - IN a IE 8" OUT=478.78 (W) -T- 13 LF - 2"W 4 206 LF - 6"FP IE 8" IN=477.56 (N) 28 LF - 6"FP - S=0.50% LF-8"SD24 LF-8"SD 10 LF-8"SD .W45° -BEND -2 -431 - -------• - BSO�S=0.41% 234 LF -2'W S=0.50%-118.63' F � N J %23 LF-67FP 77, i1 LF-8'SD• 45 LF-8"SD I 1 �101 108 LF SD MH -1 S SFD-1 45° -BEND -0J ELECTRIC VAULT i FP 45° -BEND -2 ' FP DDVA-2 6' RP DETECTOR AND 2" RP DEVICE INA HEATED ALUMINUM ENCLOSURE, MODEL NUMBERHAO45072052 BY HOTBOX. s ENCLOSURE TO BE PAINTED. REFLECTIVE n" SURFACES NOT PERMITTED. t W 2"-IWM-1 f6'11a'L4'I [r SD D TUB ry FP DDVA-1 4 SSTUB-1 G S 34 LF -2"W 15 LF -2"W I s" - �0� SO STUB- SD SO STUB -8 SD SO CO -1 4" IE 8" IN=478.20 (E) FP STUB -1 IN=478.20 (W) 6' FP SD STUB -9 IE 8" OUT=478.20 (S) MATCHLINE, SEE THIS SHEET NOT FOR CONSTRUCTION 4„ SO - I PROPOSED WSTUB -1/ BUILDING SD AD -2 - IE 4" OUT=479.28 (W) SD STUB -11 4" SO STUB -12 SO STUB -5 SO STUB-24"SD 4" 4" N / SD STUB4 /C °y S=0.50% �I 48 LF - 8"SD 81 LF-8"SD o $ " SD CO -4 A IE 8"IN=477.87(E) v IE4"IN=478.20(N) 11E 8" OUT=477.87 (S) SD OF -1 IE 8" IN= 77.67 (N) SO STUB -3 4" 48 LF - AX L01 ## 5900 FP 45 -BEND-1 i� 3 LF - 6'FP SD CO -9 IE 4' IN=479.21 (W) IE 8" OUT=478.87 (S) SD STUB-10SD r w I e y m 0 � J SD STUB -1 SD SD MH -2 0 N . 1 4„ Ll J IE 8'IN=474.63(E) N 1 IE 10" OUT=474.43 (S) IE 8' OUT=476.33 (SW) SD 5=0.63% e w m 46 LF - 8"SD 5=0.63% _ $ 62 LF - 8"SD � O d I SD OF -2 13 LF - 2"W o IE 8" IN=477.56 (N) I=0.50% S=0.50% LF-8"SD24 LF-8"SD 10 LF-8"SD S=1.80% I N J i1 I 1 SD MH -1 SD OV -1 ee-BCX IE 8" OUT=474.58 (W) w ¢ S. �0 w i7 O W U 1 - MATCHLINE, SEE THIS SHEET SO MH -EX -1 2 IE 10"=472.81 IE 10"=472.20 i NOT FOR CONSTRUCTION 4„ SO - I PROPOSED WSTUB -1/ BUILDING SD AD -2 - IE 4" OUT=479.28 (W) SD STUB -11 4" SO STUB -12 SO STUB -5 SO STUB-24"SD 4" 4" N / SD STUB4 /C °y S=0.50% �I 48 LF - 8"SD 81 LF-8"SD o $ " SD CO -4 A IE 8"IN=477.87(E) v IE4"IN=478.20(N) 11E 8" OUT=477.87 (S) SD OF -1 IE 8" IN= 77.67 (N) SO STUB -3 4" 48 LF - AX L01 ## 5900 FP 45 -BEND-1 i� 3 LF - 6'FP SD CO -9 IE 4' IN=479.21 (W) IE 8" OUT=478.87 (S) SD STUB-10SD r w 4„ / m J SD STUB -1 SD N . 4„ Ll J SD OV -2 IE 8' OUT=476.33 (SW) SD SD AD -1 e w m 46 LF - 8"SD 5=0.63% _ $ O d rn 13 LF - 2"W 30 LF -2"W I=0.50% S=0.50% LF-8"SD24 LF-8"SD SD C0-6 J SD CO -7 IE 8" IN=478.58 (N) SD CO -3 IE 8' IN=475.53 (E) IE 8" OUT=478.58 (W) IE 8" IN=476.04 (NE) IE 8' OUT -075.53 (W) IE 8' OUT=476.04 (W) SD CO -5 / IE 8" IN=478.11 (E) IE 4" IN=478.44 (N) IE 8" OUT=478.11 (W) F U� 1 SSMH#2 - � rvvs „ -wnT- W �I Wi12 W RP -2 WAND IRR REDUCED PRESSURE BACKFLOW DEVICES LOCATED INSIDE ENCLOSURE 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 TOGAS 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. SD 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, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT ID NUMBER (WHERE APPLICABLE) N-XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN=XX.XSTRUCTURE 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 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.ko/i.. ��ED PROFFSs SIS 6 I N FF ��ti 88168 v� DIGITALLYSIGNED 11 12 2 M nsar6rc OREF 9�ti,4 yAy �OTTR EXPIRATION DATE: 12/3112023 J 1- U) D 0 Z 1 3: - MwU O W ! V cy)[)�W N W 7 ` LL Z<W o _J0- w me 0.0.0 0 00-00w0 W^ J W W L.L .j (D Z F MV) UTILITY PLAN PROJECT # 2100328 DRAWN MG CHECKED AS DATE 05.03.2022 SHEET C2,1 �\ L/� . 1 OCGPYRIGW=byy TBGP n�Imm"Plan. TAX _OT -42n S 89°42'53" E 469.89' X- (480.0±) 2.0% I I~ (479.5±) NOT FOR CONSTRUCTION RAIN GARDEN ELEV = 477.50 FG AREA= 1,293 SF X LOI #�S00 TAR XT #jX O- PUT - °}'- - INSTALL "NO PARKING, qg0 hs"H 479.20 TP BOTTOM OF r - RAIN GARDEN ELEV=479.25 FG AREA=116SF (478.8±) PROPOSED COMMERCIAL DRIVEWAY APRON, PER CITY OF SPRINGFIELD STANDARD DRAWING 3-24 REMOVE AND REPLACE EXISTING SIDEWALK 479.17 TP I I Sn 7' WIDE PUE � EX. STREET LIGHT 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). GRADING LABEL LEGEND SCALE 1 INCH = 20 FEET 20 0 20 40 lq)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0' 541.684.4902 F: 541.684.4909 www.ImF.. 88168 v DIGITALLY SIGNED 2022.05.3 11:12:2P07'00' OREGON 20 i ��TTREL��P EXPIRATION DATE: 12/31/2023 GRADING PLAN PROJECT# DRAWN CHECKED DATE 2100328 MG AB 05.03.2022 SHEET C /\ ■ © COMIGIIT 2022 W/\TBGAM ods-N.n. CALLOUT DESCRIPTION GRADE BREAK X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 50 EX. CONTOUR MAJOR SPOT ELEVATION CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) - DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG r XX.XX rrXXXX-X 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 r (XXX,X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND SCALE 1 INCH = 20 FEET 20 0 20 40 lq)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0' 541.684.4902 F: 541.684.4909 www.ImF.. 88168 v DIGITALLY SIGNED 2022.05.3 11:12:2P07'00' OREGON 20 i ��TTREL��P EXPIRATION DATE: 12/31/2023 GRADING PLAN PROJECT# DRAWN CHECKED DATE 2100328 MG AB 05.03.2022 SHEET C /\ ■ © COMIGIIT 2022 W/\TBGAM ods-N.n. DRAINAGE FLOW DIRECTION — — — — — — — GRADE BREAK 49 EX. CONTOUR MINOR 50 EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) - CONVEYANCE SWALE SCALE 1 INCH = 20 FEET 20 0 20 40 lq)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0' 541.684.4902 F: 541.684.4909 www.ImF.. 88168 v DIGITALLY SIGNED 2022.05.3 11:12:2P07'00' OREGON 20 i ��TTREL��P EXPIRATION DATE: 12/31/2023 GRADING PLAN PROJECT# DRAWN CHECKED DATE 2100328 MG AB 05.03.2022 SHEET C /\ ■ © COMIGIIT 2022 W/\TBGAM ods-N.n. 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' = V-0" ADJACENT BUILDING OR EDGE OF PLANT BED 7 A 4 9 4 IFIE " SPACING' SPACING "D" ROW "A" 3" O.C. 2.6" 6' O.C. 5.2" 9' O.C. k 12" O.C. 10.4" C O.C. 13.0" Multi -stem, B&B ACRR 2 Acer rubrum'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 R GBAG 3 Ginkgo oloba'Aulumn Gold' TM 7 A 4 9 4 IFIE " 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" 2 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 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-0" GENERAL PLANT SCHEDULE PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT EXISTING TREE TREES QTY BOTANICALNAME OOMMONNAME CONT REMARKS ACC 3 Acer drdnetum Vine Maple 6' ht. Multi -stem, B&B ACRR 2 Acer rubrum'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 R GBAG 3 Ginkgo oloba'Aulumn Gold' TM Autumn GOIE Maidenhair Tree 1.5" rel. Matching, full, B&B LILA 8 Lagersboemia indica'Lavendee Crape Myrtle Multi -Trunk 8' hl. Multi -stem, full PIPO 2 Pinus ponderosa Ponderosa Pine 6' ht. matching, full, B&B THPH 7 Thuja plicata'Hogan' Hogan Cedar 8' ht. Matching, full, B&B ZSVG 2 Zslkova simers'Village Green' Sawleaf Zelkova 2' mi. Matching, limbed up to appmx. eR PEAR 12 Pennlsetum alopecuroMes'Hameln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" o.c. SHRUBS QTY BOTANICAL NAME COMMONNAME SIZE REMARKS AUC 18 Arbutus unedo'Compada' Dwarf Strawberry Tree 5gal Matching, full COSA 4 Comus sanguinea'Arclic Sun' TM Blood -Twig Dogwood 1 gal Matching, full EUAC 18 Euonymus alatus'Canpaclus' Burning Bush 5gal Matching, full FOG 40 Fothergilla gamenli Dwarf Fothergllla 3 gal Matching, full ICC 10 INx crenela'Compade' Japanese Holy 3gal Matching, full MC 5 Myrica celifomice Pacific Wax Myrtle 5 gal Matching, full POM 6 Polystichum munitum Western Sword! Fern 1 gat Matching, full, 30' o.c. PLO 37 Prunus Iaumceresus'Otto Luyken' Otto Luyken English Laurel 5 gal Matching, full RHU 17 Rhododendron x'Unique' Unique Rhododendron 5gal Matching, full SPGF104 Spiraea x bumalda'Goldllame' G0ldflame Su 1ga1 Matching,full VID 48 Viburnum davidii David Viburnum 3gel Matching, full VIP 12 1 Viburnum pllcatum tomeraosum Doubleftle Ybumum 15gal IMatching,full VIT 115 1 Viburnum tlnus'Spdrg Bouquef Spring Bouquet Lauresllnus 15gal IMatching,full GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS COSK 88 Comus sencea'Kelseyf Dwarf Redtang Dogwood 2gal Matching, full NADF 71 Nandlna domestica'Fire Power Firepower Nandine 1 gal Matching, full, 24" o.c. NAK 79 Narcissus x'King Alfred' King Alfred DaRadil bulb Plant in clumps of" bulbs. Bulbs Y apart. PEAR 39 Pennlsetum alopecuroMes'Hemeln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" o.c. PLMV 66 Prunus Iaurccerasus'Mount Venom' Mount Vernon Laurel 1gel Matching, full RUC 40 Rubus celycinoides Green Carpet Raspberry 4"pot Matching, full, 18' o.c. RFG 38 Rudbeckia fulgida'Goldsturn' Black Eyed! Susan 1 gat Matching, full, 18' o.c. BID ALTERNATE PLANT SCHEDULE PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT EXISTING TREE SHRUBS QTY BOTANICAL NAME COMMON NAME ISIZE IREMARKS COSH 10 Cornus sanguinea'Amtic Sun' TM Blood -Twig Dogwood 11gal I Matching, full EUAC 13 1 Euonymus alatus'Co npactus' Burning Bush 15gal I Matching, full IOC 14 Ilex crenaw'Compada' Japanese Hdly 13 gal I Matching, full COMMON NAME I SIZE IREMARKS COBA 14 Comusalba'Bailhalo' GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT REMARKS NADF 16 Nandlna domestica'Flre Power Firepower Nandina 1 gal Matching, full, 24" o.c. NAK 33 Namissusx'King Amsd' King Alfred Dallotlil bulb Plant In dumps of 546 bulbs. Bulbs 2" apart. PEAR 12 Pennlsetum alopecuroMes'Hameln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" o.c. PLMV 9 Prunus laummnasus'Mount Vemon' Mount Vernon Laurel 1gal Matching, full RFG 15 Rudbsckia fulgitla'Goldstrum' Black Eyed! Susan 1gal Matching, full, l8" o.c. PLANTING LEGEND OEXISTING TREE TO REMAIN PROPOSED TREES PROPOSED MULTI -STEM TREE ® GROUNDCOVER PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT EXISTING TREE CO TO BE REMOVED Bulb, 12" o.c. SHRUBS CAREX OBNUPTA NON -IRRIGATED LAWN ® GROUNDCOVER x x x EXISTING FENCE PROPERTY LINE RAIN GARDEN #1 1851 SF. SCHEME 1 PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT JUNCUS PATENS CO 279 Camassia quamash Small Camas bulb Bulb, 12" o.c. CAO CAREX OBNUPTA I Matching, full, 12' o.c. JUPA 820 Juncus patens I California Gray Rush 4" Pot I Matching, full, 12' o.c. 2 va Papemark Maple CAMAS QUAMASH e�oe WOOD CHIPS (REXIUS FIBER -X OR SHRUBS APPROVED: 3" DEPTH) x x x EXISTING FENCE PROPERTY LINE RAIN GARDEN #1 1851 SF. SCHEME 1 GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT REMARKS CO 279 Camassia quamash Small Camas bulb Bulb, 12" o.c. CAO 805 Carex obnupta I Slough Sedge 4" pot I Matching, full, 12' o.c. JUPA 820 Juncus patens I California Gray Rush 4" Pot I Matching, full, 12' o.c. RAIN GARDEN #2 - 377 SF. SCHEME 3 TREES QTY BOTANICALNAME ICOMMONNAME 11 ONT IREMARKS ACG 2 Acer griseum Papemark Maple 1.5" nal. Single stem, B&B, matching, full SHRUBS IQTY BOTANICALNAME COMMON NAME I SIZE IREMARKS COBA 14 Comusalba'Bailhalo' Ivory Helo Dogwootl 3gal Matching, full MAR 10 Mehonle repere Creeping Mehonia 1 gal Matching, full SPD 14 Spimeadougladl Western Splree 13gal I Matching, full SPGF 17 1 Spiraea x bumalda'Goltlgame' GodBame Sptrea 11 gal I Matching, full GROUND COVERS IQTY BOTANICAL -NAME COMMON NAMECONT REMARKS CQ 49 Camesela quamash Small Camas bulb Bulb, 12" o.c. CAO 199 Carex obnupta Slough Sedge 4" pot I Matching, full, 12" o.c. JUPA 1155 Juncus patens California Gray Rush 4" pot I Matching, full, 12" o.c. 3TREETO )VED ING TREE TO MOVED RIGATED 7L7mL.m,J 14A 14 SCALE: 1/16" = V -Orr NORTH �� DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 541.583.5803 www.DLAdesign.com 4g'GI�279 • T David J. Dougherty [--I IU OREGON eG�`*�w g ` PE A J U) D r) Z Iiiii- C/) U J D W MW~ w0�W o Zz0.w(D Q �o Wa-. J W � co Z �U�z� LANDSCAPE PLAN PROJECT# 202114 DRAWN EH&JIM CHECKED DJD DATE 05.03.2022 SHEET LA 1 ©COPYRIGHTA22WTBGN iftam+manna 1TYP BICYCLE PARKING A`J 1/4.x_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 nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESSIBLE SITE PLAN IN A1.1 1"= 20'-0" 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 NTH 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 PROHIBITIOIN: 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 CONTACTTHE 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 NTH 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. 11.4 EQUIPMENT MAINTENANCE AND FUELING: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 NOFILLMATERIALS 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 WALL MEET RELEVANT CODE STANDARDS. LAND USE CODE SUMMARY- (D UMMARY Oi I 5-0' MIN. PARKING AND DRIVEWAY SIGHT -OBSCURING SLATTED CHAIN-LINK DRIVE AISLE AREA FRONT YARD SETBACK. TYP BICYCLE SPACE SDC 3.2-420 TYP CUR END SPACE TYP INDUSTRIAL WAREHOUSING & STORAGE USE DRIVEWAY AND OUTDOOR STORAGE T 22,728 SF SETBACK. TAX LOT 4200 / I 8,59D SF / 3,0D0 (W MEZZ) SPACE EN TAX LOT 4300 O4 SDC4.4110(B)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REQUIRED HOOPS TYP MECHANICAL DEVICES 3 SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 6 SPACES SHORT TERM SPACES PROPOSED a LONG TERM SPACES PROPOSED 2 SPACES HITCHING POST o ° LP II/ \ TYP, SEE DETAIL U) L/ 4/A1.1 =-J J w - ()� W Z ® SLB " ZQw -(E) ADJACENT SITE TO o _ LU - �¢ J L LLJLU LU (Y i n I v � z REMAIN - NO CHANGES _ _ & DETAILS & - NOTES - - PROPOSED CHECKED JF/KT DATE 05.03.2022 SHEET A1.1 ©�PYRIG =by TBGktliRc +Plwi (E)35'- "DRIVEWAY w N ARKI -FIR ANE, ECI I TORE AIN OR R UIRE INAG PER C p PIP M - F -0•. -9' WATER & FIRE r 589°42'53"E 469.89's N DRI V AYT EM _ S� MI PU UTILITIES, SEE CIVIL U K W W GAT CCE P� V. Q' C TRO FIRE COMM NICATIONS - PT. CESS VAULT,ISEE ELEC MI . . -D (E)CU 8&GUTTER 5 42'53".. 27 , 5' D -D TORE AIN, TYP ELEC.VAULT _ ____________ __________ _ -- SEE ELEC b LL 2 ... `. `. `. . .'.�.C.` �' `. LLMETER LL `. `E `� �. `.`.` LL• 9 DN \ ' - LL -(E) FIRE HYDRANT ' `SLIDING .'DS.`.".`.'.`.`. .DS .DS -`MECH 4n - FENCE -g•LLI. r Y GATE4 -UNIT •5'-1" 6-0' GATE 6 n T-5" 8 Z 9 0 XS 0" OPERATOR a+ . t? CONC PA .LL. k CONCRETE rare' PAD T-19, TIN, o - 38'-p• 28'-0.. 16-0' 14 Na -a MIN, TYP LION MIN, TYP TO RAN BOLLARD COVERED TRASH - - - AREA W/ ONE-STORY BUILDING AREA -;4 ENTRY CANOPY STORMWATER I k RAIN LL CENTERLINE 0' IGHT-OF AV WIDTH ORECYCLING SANITARY SEWER S 9,902 SF GARDEN, TYP, SEE CIVIL �, v _ DRAIN, SEE CIVIL DWGS i 2 36 0' CURBT CURB O 0[ TYP A1.1 -... m M - - - OVERHEAD BAY DOOR ABOVE, r- 3 PROPERTY LINE, TYP A1.1 TREE, SEE SHOWN DASHED, TYP,UON. SEE L__J _. _ ❑.` : LAND LANDS APE SHT A2.1&CIVIL DWGS I --�� - EDGE OF ASPHALT - PAVING r 1 r _ NEW60"FENCE, oI o . . . . . . . I TYP TAX LOT 4100 I I BOLLARDS,TYP E) TELECOM DSOFi DOOR DS OH DOOR DS 'o" UTILITI STO REMAIN CONCRETE DRAINAGE LL LL GUTTER, SEE CIVILLL i GATE ACCESS 20-0 I CONTOL & FIRE DEPT. ACCESS (E) PUE TO REMAIN, TAX LOT 4000 N a SLIDING FENCE i I -WATER UTILITIES, SEE SURVEY $ GATE & i SEE CP fIL & 10'A" 10'A" STORMWATER RAIN ALIGN " OPERATOR i LANDSCAPE PLAN GARDEN, TYP, SEE CIVIL �3A DRIVE AY CURB `. ///•••R5-0" U N LL CUT& PRON dl 3 H -I TYP L Ll 8 A L1LJ O U LL I'LL x` " " ' °42'53" W 275.0 ' (E) FENCE TO REMAIN O TAX LOT 3800 O < M _ (E) ADJACENT SITE TO TAX LOT 3900 REMAIN - NO CHANGES (E) PUBLIC PROPOSED I SIDEWALK TO SLB ,I REMAIN, TYP LP 1TYP BICYCLE PARKING A`J 1/4.x_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 nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESSIBLE SITE PLAN IN A1.1 1"= 20'-0" 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 NTH 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 PROHIBITIOIN: 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 CONTACTTHE 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 NTH 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. 11.4 EQUIPMENT MAINTENANCE AND FUELING: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 NOFILLMATERIALS 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 WALL MEET RELEVANT CODE STANDARDS. LAND USE CODE SUMMARY- (D UMMARY Oi SDC 3.2-420 5-0' MIN. PARKING AND DRIVEWAY SIGHT -OBSCURING SLATTED CHAIN-LINK DRIVE AISLE AREA FRONT YARD SETBACK. TYP BICYCLE SPACE SDC 3.2-420 TYP CUR END SPACE TYP INDUSTRIAL WAREHOUSING & STORAGE USE DRIVEWAY AND OUTDOOR STORAGE T 22,728 SF SETBACK. OSDC _ a N � U VISION CLEARANCE AREA, MN 10'-0" (2) 8,59D SF / 3,0D0 (W MEZZ) SPACE EN SIDES OF TRIANGLE, TYP O4 SDC4.4110(B)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REQUIRED HOOPS TYP MECHANICAL DEVICES 3 SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 6 SPACES SHORT TERM SPACES PROPOSED a LONG TERM SPACES PROPOSED 2 SPACES HITCHING POST o OR STAPLE RACK PER CITY CODE \ TYP, SEE DETAIL U) L/ 4/A1.1 =-J J 1TYP BICYCLE PARKING A`J 1/4.x_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 nTYP BICYCLE HOOP A1.1j 1"=1'_0 PAVEMENT MARKING STENCIL AS REQUIRED BY CODE ACCESSIBLE SITE PLAN IN A1.1 1"= 20'-0" 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 NTH 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 PROHIBITIOIN: 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 CONTACTTHE 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 NTH 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. 11.4 EQUIPMENT MAINTENANCE AND FUELING: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 NOFILLMATERIALS 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 WALL MEET RELEVANT CODE STANDARDS. LAND USE CODE SUMMARY- (D UMMARY Oi SDC 3.2-420 5-0' MIN. PARKING AND DRIVEWAY SIGHT -OBSCURING SLATTED CHAIN-LINK DRIVE AISLE AREA FRONT YARD SETBACK. O2 SDC 3.2-420 64'MIN INTERIOR AND REAR YARD PARKING, 205 SF INDUSTRIAL WAREHOUSING & STORAGE USE DRIVEWAY AND OUTDOOR STORAGE 1: 1,0D0 SF GROSS FLOOR AREA 22,728 SF SETBACK. OSDC 4.2-130 VISION CLEARANCE AREA, MN 10'-0" (2) 8,59D SF / 3,0D0 (W MEZZ) SIDES OF TRIANGLE, TYP O4 SDC4.4110(B)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES MECHANICAL DEVICES OSDC4.4110(B)(3XC) TRASH ENCLOSURE AREA SCREENED TOTAL ASPHALT/PARKING AREA/ SIGHT -OBSCURING SLATTED CHAIN-LINK DRIVE AISLE AREA FENCE. COVER AND HYDRAULICALLY LEGEND SEPARATE AS REWIRED PER CITY CODE. 0 SUB F-01 SLP NEW BUILDING FOOTPRINT PROPERTY LINE EASEMENT BOUNDARY LINE, SEE SURVEY LANDSCAPE AREA, SEE LANDSCAPE ON-SITE PEDESTRIAN CROSSWALK STRIPING CONCRETE WALKWAY, ION BICYCLE HOOP (2) SHORT TERM BICYCLE PARKING SPACES PARKING LOT POLE LIGHTING (20'-0" HEIGHT, TYP) (E) FENCE TO REMAIN (N) CHAIN LINK FENCE (8'-0" MAX HEIGHT, TYP ION) SCREENED WHERE NOTED TENTATIVE SITE PLAN REVIEW CONDITIONS OF APPROVAL (811-22-000021-TYP2) NOTE: MISSING CONDITIONS OF APPROVAL WERE MET WITHIN THE PLAN SET. 1. THE APPLICANT MUST RETAIN A PRIVATE PROFESSIONAL CIVIL ENGINEER TO DESIGN THE SITE INFRASTRUCTURE IMPROVEMENTS FOR UTILITY SERVICE AND ALL PUBLIC IMPROVEMENTS IN CONFORMANCE WITH CITY CODES, THIS DECISION, AND THE CURRENT ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (EDSPM) PURSUANT TO SDC 5.17-125.6 AND SDC 4.1-110.6. THE PRIVATE PROFESSIONAL CIVIL ENGNEER IS ALSO REQUIRED TO WORK WITH CITYSTAFF AND UTILITY PROVIDERS ON THE DESIGN PROCESS AS WELL AS PROVIDE CONSTRUCTION INSPECTION SERVICES FOR THESE IMPROVEMENTS AS A CONDITION OF APPROVAL. 2. IN ACCORDANCE WITH SDC 4.3-125, THE APPLICANT MUST PLACE NEW UTILITY LINES UNDERGROUND AND PROVIDE SCREENING FROM ANY UTILITY VAULTS/TRANSFORMERS/CONNECTIONS ALONG THE STH STREET FRONTAGE. PRIOR TO FINAL SITE PLAN APPROVAL, THE APPLICANT MUST IDENTIFY IF AND WHERE ADDITIONAL SCREENING IS NEEDED AND WHAT KIND OF SCREENING WILL BE USED. SCREENING MUST CONFORM TO THE STANDARDS IN SDC 4.4110.B. 3. ...THE OPERATIONS AND MAINTENANCE PLAN [DESIGNATEE HAS] MAINTENANCE RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEM AND MUST BE DISTRIBUTED TO ALL PROPERTY OWNERS AND TENANTS OF THE SITE PURSUANT TO SDC 4.3-110.6. S. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SDC 4.3-110.6 AS WELL AS THE CITY'S MS4 STORMWATER PERMIT AND EDSPM, THE PROPOSED RAN GARDENS MUST BE FULLY INSTALLED AND FULLY FUNCTIONING FOR STORMWATER MANAGEMENT MITIGATION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY THE CITY PRIOR TO BUILDING OCCUPANCY ISSUANCE. 7. ALL FIRE APPARATUS ACCESS ROUTES ARE TO BE PAVED ALL-WEATHER SURFACES ABLE TO SUPPORT AN 80,0D&LB. IMPOSED LOAD IN ACCORDANCE WITH THE 2019 SPRINGFIELD FIRE CODE (SFC) 503.2.3AND SFC APPENDIX D102.1. THE APPLICANT MUST MEET FIRE ACCESS ROAD STANDARDS TO OBTAIN OCCUPANCY CERTIFICATES. 9. PRIOR TO THE FINAL SITE INSPECTION AND CERTIFICATE OF OCCUPANCY, THE EXISTING FIRE HYDRANT MUST PROVIDE A MINIMUM FLOW OF 1,500 GPM AT20 PSI IN ACCORDANCE REQUIRED BY THE 2019SFC APPENDIX B IN ACCORDANCE WITH SDC 4.3-120. 10. THE DEVELOPER MUST INSTALL ALL PUBLIC UTILITIES IN THE PUBLIC ROW OR A SUITABLE EASEMENT AND COORDINATE THEIR PLACEMENT WITH OTHER UTILITY PROVIDERS AND SITE FEATURES SUCH AS DRNEWAYS, SIDEWALK AND CURB RAMPS TO MINIMIZE DISRUPTION OR COMPROMISE REQUIRED DESIGN FEATURES. ALL UTILITY LOCATIONS MUST BE SHOWN ON THE FINAL SITE PLAN AND COORDINATED USING THE CITY OF SPRINGFIELD'S PUBLIC IMPROVEMENT PERMIT PROCESS IN ACCORDANCE WITH SDC 4.3-120. 11. THE APPLICANT MUST PROVIDE DOCUMENTATION OF ALL NEW RECORDED EASEMENTS AND DEDICATIONS WITH LANE COUNTY BEFORE FINAL SITE PLAN APPROVAL AND BUILDING PERMIT ISSUANCE AS PER SDC 4.3-140.A. 12. THE PROPERTY OWNER OR THEIR DESIGNEE IS 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 MUST BE KEPT BY THE PROPERTY OWNER OR THEIR DESIGNEE AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST- NORMALLY WITHIN F N E BUSINESS DAYS. AREA CALCULATIONS TOTAL SITE AREA TAX LOT 4000 1.00 ACRES OR 43,560 SF PROPOSED DEVELOPMENT TOTAL BUILDING FOOTPRINT AREA 9,902 SF TOTAL ASPHALT/PARKING AREA/ 2Z728SF DRIVE AISLE AREA 15SPACES 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%) PARKING CALCULATIONS VEHICLE PARKING 16 SPACES VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6.2) SECONDARY OFFICE USE 15SPACES 1 : 300 SF GROSS FLOOR AREA 1,902 SF / 3DD 6.4 SPACES INDUSTRIAL WAREHOUSING & STORAGE USE 1,136 SF (5%) 1: 1,0D0 SF GROSS FLOOR AREA 22,728 SF 8,590 SF/1,000(W MEZZ) 8.6 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED 15 SPACES TOTAL VEHICLE PARKING PROPOSED 16 SPACES STANDARD (9'A"X18'-0"INCLUDES 2'-0" BUMPER OVERHANG) 15SPACES ACCESSIBLE (9A" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 1 SPACE INTERIOR PARKING LANDSCAPING REQUIRED (SDC -4.4-105(F)(2) 1,136 SF (5%) PARKING LOT AREA 22,728 SF INTERIOR PARKING LOT LANDSCAPING PROPOSED 1,709 SF (7%) BICYCLE PARKING BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) SECONDARY OFFICE USE 1 :3,0D0 SF GROSS FLOOR AREA 1,902 SF / 3,000 75% SHORT TERM 1 SPACES 25% LONG TERM 1 SPACES INDUSTRIAL USE (INCLUDING WAREHOUSING) 1 :3,0D0 SF GROSS FLOOR AREA 8,59D SF / 3,0D0 (W MEZZ) 75% SHORT TERM 2 SPACES 25% LONG TERM 1 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES SHORT TERM SPACES REQUIRED 3 SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 6 SPACES SHORT TERM SPACES PROPOSED 4SPACES LONG TERM SPACES PROPOSED 2 SPACES (E) TREE TO REMAIN 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 NTH SDC 4.6-145-150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. STREETTREE FOR ALL UTILITY INFORMATION SEE THE SURVEY, DEMO PLAN, AND CIVIL DRAWINGS ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 TU EE ' OREGO yl OF Caw J U) D Z U) L/ =-J J w O ()� W Lu Z " ZQw o LU Of O J L LLJLU LU (Y i n I v � z CD C'7 SITE PLAN & DETAILS & NOTES PROJECT # 202114 DRAWN BRNC CHECKED JF/KT DATE 05.03.2022 SHEET A1.1 ©�PYRIG =by TBGktliRc +Plwi 1 2 3 4 5 6 7 8 9 1 I I I I I I I I ELEC GAS METER SERVICE SHOWER He J 116 LDS ----------- L___________________________-�_ DS"______________�___�-----------_________fl____ __DaJ- - O L -7C-7 STAIR �\SD CONDENSER ___ ___ ELECTRICAL PANELS CALPER AFD ' ELECTRICAL o- J UNIT, SEE MECH FIRE RISER, --- �, � � L SEE FIRE ' ___' ___ STORA09 - 3'-0"X3'-0" PROTECTION - --- 11 CO PAD --- --- JAN ,�—. I 11 I --------------- FE i up HBO BREAK RM 1106 i �� 1 COPY 1 107 4__� 11 105 11 xi - - - D �E BOLLARD, TYP - HALL - - - FEC 104 ps PAINT NO --- 000"'JJJ OBSTRUCTION S' OR ZONE WBRIGHT OR FLUORESCENT FLOOR PAINT, TYP z i CONFERENCE RECEP ION LOBBY w WAREHOUSE 103 102 101 114 o zLL I Pae O HALL DS _ - - -- - - - - - ___r --------J C 10'-0"MIN, TYP � � � � - - OFFICE 111 OFFICE OFFICE li 10 109 � METALBUILDING 11 ROD -BRACED FRAME - - - - - - - - 11 O + - - - - - - - - - B IDS________________________________________ � OFOI STORAGE RACKING, 7NO/1BSMR 0 OBSTRUCTION NO HIGH -PILE STORAGE ZONE' ZONE/ 1_ a O O O FE -- 'S DS DS FLOOR PLAN 1 2 3 4 \ I / OPEN TO BELOW / \ rN / \ / \ FE MEZZ SAFETY GATE MEZZANINE PLAN 1/8" =,'_0.. 5 6 7 I F MEZZANINE 120 (590 SF) FIE - - - N 11 N 11 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 � . ARCHITECTS + P L A N N E R S 132 East Eugene, Broadway, Suite 200 Oregon 97401 p: 541.687.1010 1 : 541.687.0625 EOREGON VGENE, 9�F p ro OF O's J C/�^J v / Z F.- 3: C/)wU =>J Lu 01 M Er Iv' ) W LJJz0� Zz - J�WOLU o. n 0c1:0 CE:W cr_u)c) JLU }W_ J J z:G =z LL Ir cr z0U) FLOOR PLAN PROJECT# DRAWN 202114 BR CHECKED DATE SHOT 05.03.2022 SHEET /� /� A2.1 J ■ 1 ®COPYRIGHTX2,/by T•1 by TRGArCM1it0 ♦PIMn0M LIGHT FIXTURE, SEE PRECAST CONC WF CAP GROUND FACE CMI, (2) WEST ELEVATION A3.1 1 1/8" = ,'-0" •as TBD AT BLDG PI SUBMIT METAL PANEL WALL BY PEMB MFR LIGHT FIXTURE, SEE PRECAST CONC WA CAP GROUND FACE CMU _0TROOF : '_229 - 4" ROOF MAI TBD AT TIE BLDG PER SUBMITTA CANOPY —STRUCTUI TO ROOF , h 29 -6 v FIN FLOOR h 0'-0.. V A B C � II III EAST ELEVATION 1/8" = 1'-0" GENERAL NOTES 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOW CONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS W ILL MEET RELEVANT CODE STANDARDS. J 'FIBER CEMENT LAP SIDING (5" REVEAL) FIBER CEMENT SHINGLE SIDING &TRIM TO ROOF 2 h 22' - 4" HEAVY TIMBER ENTRY CANOPY LIGHT FIXTURE, SEE ELEC ALUMINUM STOREFRONT ENTRY SYSTEM FIBER CEMENT PANEL SIDING & TRIM FIN FLOOR h 0..0.. $ PRECAST CONC WALL CAP GROUND FACE CMU SOUTH ELEVATION 1/8.. =1.-0.. NORTH ELEVATION _L 'LIGHT BY PEMB MFR ROOF 1 h 29' -6 OF MATERIAL ) AT TIME OF )G PERMIT 3MITTAL ROOF 2 h 22' - 4" v :FIN SHEET METAL -TER & DOWNSPOUT -AL PANEL WALL SYSTEM PEMB MFR ' PLATE � 10' - 0" J WALL CAP JUND FACE CMU FLOOR h 0 - 0.. V _..,iT IRON DOWNSPOUT BOOT, TYP I • I ARCHITECTS + P L A N N E R S 132 East Eugene, Broadway, Suite 200 Oregon 97401 p: 541.687.1010 1 : 541.687.0625 J. F. AILBBEERR,S'ON, III IQ1 ✓�vr/ EUGENE, OREGON 9�F OF OgTG J C/�^J v / z F_ 3: C/)wU =>J M ' ) W wzrr- z � z -�w° �LU n0cl:0 CE: cr-00 J W�J J �G `J=z - Ir cr VJ zO� EXTERIOR ELEVATIONS PROJECT# DRAWN 202114 BR CHECKED DATE SHO/JF 05.03.2022 SHEET All 000PYRIGHT3121 byTBGArhlt ,PIMn09 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 •,W • ♦! v a Y :' ,Y' ♦L ♦ 4 w V.. . . . . y a .iV-1• • � ♦°4 . ♦V ♦'3 w• • . ii 1 / w ♦ i i i °. g_1314" GATE OPERATOR '«'«•ATE OPERATOR P1-13,15 `«"P1-17,19 C. W/3#10 Cu ,i•,:a•y.�..,3/4'C. W/3#IO Cu i. r i .�� ♦ ♦ ♦ ♦ �r�Ed .� .e'o..1..t:♦;•:•.' Tl"POLEUGHT 'J .� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ FIRE VAULT ,J .^ (POWER & LOW VOLTAGE CONDUITS) ♦.I ♦TAX LOT 4000 i 'Tl"POLE LIGHT ♦1 u ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ GATE OPERATOR P1-21,23" t". :"a' :"�r •'i •' .'�.�ai°. t°�.•� •' .W « p me'a't' •.� •�'.I x'•{I �«° j: '�./ ♦may.: a�'�.%a �•` •.�` ♦ ♦ ♦ ♦s ♦. .. ♦ ,III . 1111„ ♦v ♦ :� . •I ✓�. ': Fw�-✓ ".'r✓'w j•:. p'••°". w ...•.°. •. a.� w •. GROUND «v' 'I 'w' (POWER&LIGHTING) _ — ••°`'w' y.11II .. � ..°'�..�.: moi'-�.. w_...� a a. • .."'�w a.. • ... « .. ... a ... • ... .. a ... • ... « .. ... • ..a � .. .'.Y''r a.Y'a •..�.Y'« •'.Y a a.°i'• a. .'.4''w i'i I 13 (N) COMMUNICATIONS 4X4 VAULT IN O SITE LIGHTING PHOTOMETRIC PLAN E U �o z E K�m GO � U 0 <Z Z� . UOIDZ_ Y w U 111 G L f0 111 z r. JUSTIN P SLAY , 0 #5252S R p� �� X' OF Og fy Q Z — �-- 3: U) Lu O W (/) MSW 1_ Wz[)� " Z<W o — J 0. W 0-1 �o J W W J �W W z SITE LIGHTING PHOTOMETRIC PLAN PROJECT # 202114 DRAWN JP CHECKED JP DATE 12.01.2021 SHEET EOOO ©WPYRIC T