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Plan, Tentative APPLICANT 8/8/2018
RUSH CREEK HOLD Llf)RTH 30TH STREET SPRINGFIELD, OREGON 9747,i�, BUILDING OWNER ABBREVIATIONS SYMBOLS ARCHITECT DRAWING INDEX RUSH CREEK HOLDINGS, LLC AND CENTERLINE MAX MECH MAXIMUM MECHANICAL ROOM IDENTIFICATION ROOM NAME T1 TITLE SHEET 333 SE SYKES AVENUE 0 DIAMETER MIN MINIMUM # TOPOGRAPHIC SURVEY ROSEBURG, OREGON 97470- + PLUS OR MINUS (N) NEW LANDSCAPING AND OTHER SITE INFRASTRUCTURE WHERE REQUIRED TO ACCOMMODATE THE NEW K P F F CONSULTING ENGINEERS PHONE (541} 672-2638 DEGREE NIC NOT IN CONTRACT BUILDING STRUCTURE GRID X ------. ___- CIVIL 1201 OAK STREET # POUND OR NUMBER NTS NOT TO SCALE EUGENE, OREGON 97401 PROPOSED DEVELOPMENT CONTACT: DOUGLAS FELDKAMP (E) EXISTING OC ON CENTER 4,800 SF (10.4%) OCCUPANCY GROUP: BANDS C1.0 CIVIL NOTES & ABBREVIATIONS EMAIL: dougf@umpquadairy.com AFF ABOVE FINISHED FLOOR OD OUTSIDE DIAMETER LOADING/DELIVERY/SIDEWALK AREA C1.1 SITE DEMOLITION PLAN GROSS PROJECT AREA: ARCH ARCHITECTURAL OPP OPPOSITE PHASE 1 PORTION OF TAX LOT 4100: 5,192 SF BOT BOTTOM PL PROPERTY LINE TOTAL IMPERVIOUS AREA DWG. NO. X C2.0 UTILITY PLAN ARCHITECTCJ CB CATCH BASIN CONTROL JOINT R REQD RADIUS OR RISER REQUIRED DETAIL REFERENCES SHEET NO. X C3.0 GRADING AND PAVING PLAN C4.0 CIVIL DETAILS 6,395 SF (13.8°l0) CLR CLEAR RM ROOM 1,698 SF (3.7%) PHASE 2 TOTAL: 25,510 SF C4.1 CIVIL DETAILS CMU CONCRETE MASONRY UNIT SD STORM DRAIN OR SOAP DISPENSER TOTAL PERVIOUS AREA C4.2 CIVIL DETAILS CO CLEANOUT SECT SECTION ASSESSOR'S MAP & TAX LOT TBG ARCHITECTS + PLANNERS CONC CONCRETE SHT SHEET KEY NOTE OX EC1 EROSION CONTROL PLAN EUGENE, OREGON 97401 CONT CONTINUOUS Sim SIMILAR PHONE (541) 683-5803 PROPOSED DEVELOPMENT TOTAL BUILDING FOOTPRINT AREA 132 EAST BROADWAY, SUITE 200 DEPT DEPARTMENT STD STANDARD 32,850 SF (75.4%) TAX LOTS 4200 & 4300 EMAIL: davldd@diadeslgn.cam EUGENE, OREGON 97401 DIA DIAMETER STOR STORAGE l_.- 0'-0" ARCHITECTURAL PHONE (541) 687-1010 FAX (541) 687-0625 DIM DIMENSION STRUCT STRUCTURAL LEVEL TAG $-�- - TOTAL LANDSCAPE AREA DN DOWN'-, THRU THROUGH XXX Al SITE PLAN CONTACT: KRISTEN TAYLOR or JF ALBERSON DS DOWNSPOUT TO TOP OF PARKING LOT AREA 18,049 SF EMAIL: ktaylor@tbg-arcit.com DWG DRAWING TYP TYPICAL HOOPS TYP A2 BUILDING 1 CONCEPT FIRST FLOOR AND MEZZANINE PLANS REQUIRED (5%) - SDC 4.4-105(F)(2) EA EACH UON UNLESS OTHERWISE NOTED INTERIOR PARKING LOT LANDSCAPING 1,940 SF (10.8%) A3 BUILDING 2 CONCEPT FLOOR PLANS ELEC ELECTRICAL VERT VERTICAL A4 BUILDING 1 EXTERIOR ELEVATIONS A CONTRACTOR EQ EQUAL VFY VERIFY TYP A5 BUILDING 2 EXTERIOR ELEVATIONS EQUIP EQUIPMENT VIF VERIFY IN FIELD TYP BICYCLE PARKING EXIST EXISTING W/ WITH 1 EXT EXTERIOR W/0 WITHOUT FOOT OR FEET LANDSCAPE JOHN HYLAND CONST., INC. H HB HOSE BIBS HORIZ HORIZONTAL LA -1 LANDSCAPE PLAN PO BOX 7867 HR HOUR SPRINGFIELD, OREGON 97475 HSS HOLLOW STRUCTURAL STEEL PHONE (541) 726-8081 or (541) 741-0896 HT HEIGHT ELECTRICAL CONTACT: SHAUN HYLAND EMAIL: shaun@jhconst.com E0.1 ELECTRICAL SITE PLAN VICINITY MAP N.T.S. DDn Ic(`"r i nr%A-r1nn1 !E NOTE: THIS LIST IS INCOMPLETE, VERIFY ABBREVIATIONS WITH PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT ON 2 PARCELS ARCHITECT INCLUDING A 1 -STORY SINGLE TENANT WITH A MEZZANINE 7,560 SF BUILDING 1 AND A 1 -STORY CIVIL EN INTTR WITH A MEZZANINE 5,970 SF TENANT(S) BUILDING 2 WITH ASSOCIATED UTILITIES, PARKING, ARTA CALCULATIONS LANDSCAPING AND OTHER SITE INFRASTRUCTURE WHERE REQUIRED TO ACCOMMODATE THE NEW K P F F CONSULTING ENGINEERS BUILDINGS. THE SITE PLAN REVIEW AND BUILDING PERMIT INCLUDE 2 PHASES. TOTAL SITE AREA TAX LOT 4200 1.06 ACRES OR 46,174 SF 1201 OAK STREET CONSTRUCTION TYPE: BUILDING 1: V -B, FULLY SPRINKLERED EUGENE, OREGON 97401 PROPOSED DEVELOPMENT BUILDING 2: V -B, FULLY SPRINKLERED PHONE (541) 684-4902 or (541) 735-9249 TOTAL BUILDING AREA 4,800 SF (10.4%) OCCUPANCY GROUP: BANDS TOTAL PARKING/DRIVE AISLE/ 33,281 SF (72.1%) TOTAL SITE AREA: 89,734 SF (TAX LOT 4200 & 4300) CONTACT: PETE MILLER LOADING/DELIVERY/SIDEWALK AREA GROSS PROJECT AREA: EMAIL: pete.miller@kpff.com TOTAL TRASH ENCLOSURE AREA 0 SF (0.0°/°) PHASE 1 PORTION OF TAX LOT 4100: 5,192 SF TAX LOT 4200: 20,684 SF TOTAL IMPERVIOUS AREA 38,081 SF (82.5%) TAX LOT 4300: 43,560 SF PHASE 1 TOTAL: 69,388 SF LANDSCAPE ARCHITECT TOTAL LANDSCAPE AREA 6,395 SF (13.8°l0) PHASE 2 TAX LOT 4200: 25,510 SF TOTAL MULCH AREA 1,698 SF (3.7%) PHASE 2 TOTAL: 25,510 SF BUILDING CODE: 2014 OSSC TOTAL PERVIOUS AREA 8,093 SF (17.5%) DOUGHERTY LANDSCAPE ARCHITECTS ASSESSOR'S MAP & TAX LOT TOTAL SITE AREA TAX LOT 4300 1.0 ACRES OR 43,560 SF 474 WILLAMETTE STREET, SUITE 305 EUGENE, OREGON 97401 PHONE (541) 683-5803 PROPOSED DEVELOPMENT TOTAL BUILDING FOOTPRINT AREA 6,490 SF (14.9%) ASSESSOR'S MAP 17-02-31-00 CONTACT: DAVID DOUGHERTY TOTAL PARKING/DRIVE AISLE 32,850 SF (75.4%) TAX LOTS 4200 & 4300 EMAIL: davldd@diadeslgn.cam n co(� LOADING/DELIVERY/SIDEWALK AREA l_.- TOTALTRASH ENCLOSURE AREA 145 SF (0.3%) TOTAL IMPERVIOUS AREA 39,485 SF (90.6%) 6'-0' 51-011 TOTAL LANDSCAPE AREA 4,075 SF (9.4%) TYP BICYCLE SPACE TYP CLR END SPACE TYP TOTAL PERVIOUS AREA 4,075 SF 9.4% (9.4%) ) U PARKING LOT AREA 18,049 SF SPACE BETWEEN _-.- INTERIOR PARKING LOT LANDSCAPING AREA 902 SF (5.0%) HOOPS TYP REQUIRED (5%) - SDC 4.4-105(F)(2) INTERIOR PARKING LOT LANDSCAPING 1,940 SF (10.8%) 0 a. W HITCHING POST Nr OR STAPLE RACK AREA PROVIDED PER CITY CODE SDC FIGURE 4.6-B, TYP Date Received TYP BICYCLE PARKING AUG 0 8 20-18 1 T1 1/4"=1'4" Original Submif#al- ®.- ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 '4-11 J.F.ED ALBERSON III t!>�ti UGENE, OREGON OF 09 TITLE SHEET PROJECT # 201711-A DRAWN SHO/NP CHECKED KT/MPM DATE 08.08.2018 SHEET T1 COPYRIGHT 2018 by TBG Architects +Planners 0 0 Ii 0- CD QZ tY H LL ^U 1.7.. w W Z D 0 A7'7_.-....`^...".... I I I I I tV b 111 1110• b1g• 1110. 1110. 1110. 1110. p100 p100 111011 11100 11100 11100 LEGEND # EXISTING STREET LIGHT BOX ® EXISTING CURB INLET (DI) UT TREES -DECIDUOUS G BUSH Q EXISTING SANITARY MANHOLE (MH) EXISTING STORM MANHOLE X EXISTING POWER POLE EXISTING BARBED WIRE OR STOCK FENCE EXISTING LIGHT/SIGNAL POLE • FOUND 518" IRON ROD SD EXISTING CABLE TV EXISTING STORM SEWER EXISTING POWER (OVERHEAD) PUG EXISTING POWER (UNDERGROUND) UT UT EXISTING TELEPHONE (UNDERGROUND) G G EXISTING GAS 0 EXISTING CHAIN LINK FENCE X EXISTING BARBED WIRE OR STOCK FENCE W W EXISTING WATER LINE SD SD EXISTING STORM SEWER SS SS EXISTING SANITARY SEWER PROPERTY LINE (PROTRACTED) R/W RNV RIGHT OF WAY (PROTRACTED) \ 10" STORM DRAIN OV� FALL / 1 ELEVF 473.53 / 2 Ix 11 ry 1119 1119 1119 ``� 1110 p'�0 p10 EP EP _ ......,.,-...... _- EPEP H X b � 0 1119 ?19 1119 1119 1119 f 1110 pfi f J I �R V f f A, ' a19 1119 1119 I 1110 p19 1110 1100 .t'..�'fi'f,�fa /f%%� p19h "x`6,9^ I U' A F x000 H'QO 11199 � p00'.` p090 p190 A199 � 1 t, —--------------------- ---------------------j-I— b00ry b00ry 11000 b00ry 1100^ p00� 7 0 I x — -- — — — — - — — — — — — - — — — — — — — — — — — — - — — — — T ACV. \ �O o a awry i®s 0 p -� p _ �0 ®� _ og ® meq' Omni i 1100 1100 p00 1100 1100 1100• 1119• I 5 a ' I 11100 j 1g0 11190 11190 11199 �$ p000 0111 1100`0 1100h 00p p . 7 I I I I ACP IR LMSI I I I � I I � I NOTES: EASEMENTS I I I 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITY j I I FACILITIES HAS NOT BEEN RESEARCHED. THE LOCATION OF I I I UTILITIES ON THIS SURVEY ARE BASED ON VISIBLE EVIDENCE OF I 0 T PUBLIC UTILITY EASEMENT j j FACILITIES ONLY. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR I I FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN j ON THIS PLAN. 2 10' PUBLIC UTILTIY EASEMENT 2. FEMA FLOOD ZONE DESIGNATION IS ZONE'X' PER COMMUNITY j I I I PANEL NO.41039C 1161F. NO VISIBLE EVIDENCE TO INDICATE i I I FURTHER INVESTIGATION REQUIRED. j 0320' PUBLIC UTILITY EASEMENT I I 3. HORIZONTAL BASIS OF SURVEY IS THE OREGON COORDINATE 35` SHARED DRIVEWAY tj 50' JOINT USE & ACCESS EASEMENT E� 25' PUBLIC ACCESS MAINTENANCE EASEMENT 7 CLEAR VISION TRIANGLE EASEMENT REFERENCE SYSTEM NAD 83(2011), EUGENE ZONE. VERTICAL DATUM - NAVD 88 CONTOUR INTERVAL = 1' 4. THE SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. EXISTING PROPERTY CORNER MONUMENTS WERE TIED AND RECORD INFORMATION USE TO DEPICT THE BOUNDARY. 5. EXISTING EASEMENTS, ENCUMBRANCES AND EXCEPTIONS HAVE NOT BEEN RESEARCHED. THE OWNER/COMPANY HAS NOT FURNISHED PRELIMINARY TITLE COMMITMENT. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR CONFLICTS WITH ITEMS THAT WOULD BE REVEALED IN A TYPICAL REPORT. Date -.. AUG 0a iinal Submiaall 1 4p Ofi 01�" �1 w CURB INLET RIM ELEV.=477.32 ' 10" PVC IEO NW ELEV.=-473.54 w # 61' w Ginn O I w w p� $ a I I ,• D��O 'VCP MAG NAIL WMASHER �h) w w 00 w 6 t x'10 n b w w P4 P0H nn1. j 10. w t 1-477 I fi w I I �I �G fiery LLJ w w�G G7 r a jw � �0y SS .00 wI1 0h � I j 30.00 I ri I j Sanitary Manhole Rim El. 478.82' j 8" Inv. In(N) 471.5' I i ( SANITARY MANHOLE RIM EL=478.43 8" IEI WEST 472.0' 8"IEO SOUTH 471.8' 20 0 Feet 1 20 40 RATIO 1:240 SCALE: 1" = 20' Sheet 1 of 1 ;D 01 1. SURVEY PROVIDED BY LAND MARK SURVEYING, INC., DATED APRIL 9, 2018. HORIZONTAL BASIS OF SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM NAD 83(2011), EUGENE ZONE. VERTICAL DATUM IS NAVD 88. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUC11ON 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 HOLO 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, INC. DATED OCTOBER 16, 2017 FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICA11ONS 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. ATTEN11ON: 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 U11UTY N011FICA11ON CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND U11UTIES 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 ATTEN11ON OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF €CITY / AGENCY AND NAME OF GUIDE, IF APPLICABLE, INCLUDING EDI1ION DATEI 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 19. N011FY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE SPRINGFIELD REPRESENTATIVE SHALL BE REQUIRED. 30th STREET DISTRIBUTION CENTER CIVIL SET SITE PLAN REVIEW CONSTRUCTION NOTES MATERIAL NOTES C1.0 CIVIL NOTES & ABBREVIATIONS GENERAL 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND UTILITY PLAN C3.0 NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT IFAST 957. OF THE MAXIMUM DRY PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO C4.2 DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH INSTALLATION. EROSION CONTROL PLAN WATER IS NOT PERMITTED. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE 3034, DUCTILE IRON PIPE, OR HIGH 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. 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 DUCTILE IRON PIPE OR C900 PVC PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. DEMOLITION 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER TUBING OR 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOL111ON AND DISPOSAL OF EXISTING AC, CURBS, SCHEDULE 80 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, STRENGTH OF 4,000 PSI AT 28 DAYS. 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. ABBREVIATIONS 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. AC ASPHALT CONCRETE OVH/OH OVERHEAD 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING AD AREA DRAIN PA PROPERTY LINE CONSTRUCTION JOINT. APPROX APPROXIMATE PC POINT OF CURVATURE B BOLLARD PCC POINT OF COMPOUND CURVATURE 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW BLDG BUILDING PCR POINT OF CURB RETURN PAVEMENT. BOW BACK OF WALK PED PEDESTRIAN BS BOTTOM OF SWALE PIV POST INDICATOR VALVE UTILITIES BOTTOM OF STAIR PM PARKING METER BW BOTTOM OF WALL POC POINT ON CURVE 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND CB CL CATCH BASIN CENTERLINE PP POWER POLE COVERS, ETC. TO FINISHED GRADE. CMP CORRUGATED METAL PIPE PRC PT POINT OF REVERSE CURVATURE POINT OF TANGENT 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, CMU CO CONCRETE: MASONRY UNIT CLEANOUT P.U.E PVC PUBLIC U11UTY EASEMENT POLYVINYL CHLORIDE ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN U11UTIES (STORM DRAIN, SANITARY CONC. CONCRETE PVMT PAVEMENT SEWER, ETC.) IF CONFLICT OCCURS. COTG CLEANOUT TO GRADE PVT PRIVATE CP CONTROL POINT R RIM 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLA11ON OF OR A DELTA RD ROOF DRAIN ADJUSTMENT TO GAS, ELECTRICAL., POWER AND TELEPHONE SERVICE. D/W DRIVEWAY R.O.W RIGHT-OF-WAY DIA.,O DIAMETER S SLOPE (FT/FT) 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND DIP DUCTILE IRON PIPE SD STORM DRAIN RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. E EAST1NG SDMH STORM DRAIN MANHOLE EXIST./EX EXISTING SHT SHEET 5. ALL WORK TO CONFORM TO THE 2017 OREGON PLUMBING SPECIALTY CODE FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER FF FINISH FLOOR ELEVATION SSMH SANITARY SEWER MANHOLE STORM AND SANITARY FG FINISH GRADE ST STREET FH FIRE HYDRANT STA STA11ON 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON FL FLOWLINE STD STANDARD STANDARD SPECIFICATIONS FOR CONSTRUCTION, SEC11ON 00490, "WORK ON EXISTING SEWERS AND FND FOUNDA11ON S/W SIDEWALK STRUCTURES". G GUTTER TC TOP OF CURB GB GRADE BREAK TD TRENCH DRAIN 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE GL GAS LINE TG TOP OF GROUND TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR GV GATE VALVE TP TOP OF PAVEMENT SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. H HEIGHT TRANS. TRANSFORMER HCP HANDICAP PARKING SPACE TS TOP OF STAIR 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS HP HIGH POINT TW TOP OF WALL NOTED OTHERWISE IN THE PLANS. ID INSIDE DIAMETER TOP OF WALK IE INVERT ELEVA11ON TYP TYPICAL 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' INV INVERT UG UNDERGROUND BRANCH TYPE. IRR. IRRIGA11ON UGE UNDERGROUND ELECTRIC LP LIGHT POLE W WATER MH MANHOLE W/ WITH MIN MINIMUM WCR WHEEL CHAIR RAMP N NORTHING WM WATER METER O.D OUTSIDE DIAMETER WV WATER VALVE WATER OF OUTFALL 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. PAVING 1. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT, 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 SEPARA11ON BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH 1N OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Dig ,Safely. Call the Oregon One -Call Center 1-800-332-2344 VEGETATED STORMWATER FACILITY NOTE 1201 Oak Street, Suite 100 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koff.com 1. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE, AND THE EDSPM, THE STORMWATER FACILITIES SHALL BE FULLY VEGETATED MOTH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE STORMWATER FACILITY VEGETA11ON BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. 2. SUCCESSFUL CONSTRUCTION OF THE VEGETATED STORMWATER FACILITY DEPEND ON PROPER CONSTRUCTION SEQUENCING, MATERIALS, INSTALLATION, PROTECTION OF SUBGRADE AND EROSION CONTROL. 3. CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH CIVIL ENGINEER TO SPECIFICALLY DISCUSS THESE ITEMS. CONTACT ANNA BACKUS WITH KPFF CONSULTING ENGINEERS 541-684-4902. 4. SUBMITTAL REQUIREMENT. SUBMIT (1) 2 GALLON SAMPLE OF GROWING MEDIUM THAT MEETS THE SOIL SPECIFICATION FOR INFILTRATION TESTING BY KPFF FOR APPROVAL. 5. OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED BY THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. WELLHEAD PROTECTION CONSTRUCTION NOTES 1. DNAPL PROHIBITION: THE CONTRACTOR AND ALT. 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 PROTEC11ON COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING. STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAU11ONS 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. SHEET INDEX SHEET NUMBER SHEET NAME C1.0 CIVIL NOTES & ABBREVIATIONS C1.1 SITE DEMOLITION PLAN C2.0 UTILITY PLAN C3.0 GRADING PLAN C4.0 CIVIL DETAILS C4.1 CIVIL DETAILS C4.2 CIVIL DETAILS EC1 EROSION CONTROL PLAN 8 tr a Copq 5c1e PIGn Qe�nevJ �&s1\ Ctceg_ rFo\d�vp\s LLC, Date Received AUG 0 8 2018 Original Submittal v -Y ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFESS G W 85480 9 l oREcoN \'�NTHONY� NOTESCIVIL ♦ABBREVIA- TIONS PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C 1 0 ■ ©COPYRIGHT 2018 by TBG Architects +Planners I C) t 3 I CP IR LMSI I I { 3 LON 8tt1e— c���4�-�YPz 5ii. PIGv� 1�evte�J Rus� CXee_k U.c_ pcJ y- off- \�A- Date Received 2 EACH DUMP STRAP EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL INLET SEDIMENT PROTECTION SCALE: NTS U1iPialR111 1" REBAR FOR BAG REMOVAL FROM INLET OPTIONAL OIL ABSORBENT PILLOW REGULAR FLOW SILTSACK® NOTE: 1. DO NOT USE HIGH FLOW INSERT BAGS. Ipill �Ia&IIt71 4i772_- 1203 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kffcom SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLE11ON OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. EXACT DIMENSIONS, LOCATIONS AND DESIGN DETAILS 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. DEMOLITION KEY NOTES 20 SAWCUT LINE 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 24 REMOVE CONCRETE DRIVEWAY. 25 REMOVE EXISTING POWER POLE AND EXISTING OVERHEAD UNE. COORDINATE WITH SPRINGFIELD UTILITY BOARD. 26 REMOVE FENCE. F -x1 PROTECTION KEY NOTES 40 PROTECT CURB. 41 PROTECT SIDEWALK. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT CURB INLET. 44 PROTECT STREET LIGHT. SHEET LEGEND - - PROPERTY LINE - SAWCUT LINE (X REMOVE TREE 423 - EXISTING GRADE CONTOUR 0 INLET PROTEC11ON 1.1 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFFS t N �- 1p 1,9 85480 l Fit �f°, t ! A DIGLLY SIGNED OREGON R10 ��F senr. 13, ti°�� ����' 94NTH00 EXPIRATION DATE: UAV2028 SITE DEMOLITION PLAN PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET ■ © COPYRIGHT 2018 by TBG Architects +Planners A ff w3 10' PUE 65 LF - 4" PERF. SD 63 LF - 4" mPERF. S1 X717 SD SD STUB -1 !E 4"=476.16 8 LF - 4"SD S=2.00% SD CO -8 IE 4"=476.00 IE 4"=476.00 S STUB -2 IE 8"=477.25 CS W STUB-2CW 2" SD OV -2 !E 4" IN=475.00 (W) IE 6" OUT=476.00 (N) S=1.00% 91 LF - 8"S W 62 LF -2;"W } I L l i < W r... 1 SD CO -9 IE 6"=475.79 IE 4"=475.87 11 LF - 6"SD S=2.00% S=0.50%. _ -S=0.50% \ I \ \ SD CO -1 I 1 IE 10" IN=473.60 (W),__ IE 8" IN=473.68 (S) I ( o IE 10" OUT=473.60 (N) 0 61 LF - 8" ACO TD I, b`' ¢ S=0.50% \ \ \ I 70 LF - 8"SD Lf oo \ o \ S=1.36% { V00 { 20' PUE\-'. o lI 101 LF - 8" SD S=1.50% . I I SD CO -6 I i IE 8" IN=475.51 (S) IE 8" OUT -475.51 (N) I I 1 I I I I i I I I I I 79 LF - 8"SD S=1.50% I I S TD -CB -2 I IE 8" ACO TD IN=479.40 (N) -� 1E 8" OUT=477.00 (S) E I I Q S CO -2 SD CO -7 IE 8" IN=476.34 (W) IE 8" OUT=476.69 (N) IE 8" OUT=476.34 (SE) 1 1_ 187 LF - 2"W 49 LF - 8"S--- - - - - - - - - /f S=3.02% 0- 1 S MH -1 IE 8" IN=474.71 (N) IE 8" OUT=474.61 (E) I I I I I I 1 I I I i S TD -CB -1 IE 8" ACO TD IN=479.69 (N) IE 8" OUT=476.50 (S) SD OV -1 IE 4" IN=475.25 (S) IE 8" OUT=474.24 (N) 12 LF - 4"S X S=2.00% X L J .. I 16 LF - 8"S --J I S=1.36% ; }, S CO -1 S FLRD-1 IE 8" IN=476.28 (N) 1 IE 4" OUT=476.68 (W) IE 4 IN=476.44 E r IE 8" OUT=476.28 (S) T SD CO -4 _ rfi ....__.........._._... I; `N IE IN=475.73 (S) 8" [ OUT=475.73 (N)III ,J1 • 1 Cn } •� C3 j S STUB -1 o i SD " S N U_ S=1.50% I fir IE 8=480.67 Cn i E fi l_ I I ................. 14 LF 2" W CIO SD CO -5 If A W STUB -1 IE 8" OUT=476.46 (N) W 2" -RP BPE`, -. - - - -- - ----- 3 LF - 2"W > ° 133 LF - 2"W .; I ` w ( -i ....... �...___... __..._. Y ;�...Y�;s� a- S 45' -BEND -2/3 f o - IE 8 IN=474.87 (NW) _ _ - - - � 00 W TEE -1 -- - - ----'M 1-- _ --IE 8" OUT=474.87 (S)---- ------------------ --- ---- - r __ �.,...._.._..._.._..__..._. ter..._._..__.._....._...._.w._..._.._........___..._....._......._ ._........._..........I U) - - - - - - - - - - - - - - I " N S 45' -BEND -1 b-01 06 G W 2"-WM 16 LF - 8S IE 8" IN=475.12 (N) S=1.00% IE 8" OUT=475.12 (SE) Iii `_`; -i------ -- V)92 LF - 8"S- -52 LF - 8"S N - - - -126 LF - 8"S - - - - I S=0.75% S=0.75% S=0.75% I I j 13 LF - 8"S S=4.747. I I EXIST. PUBLIC - -I----- ------------ ----------- WATER MAIN I FH TAP FH 6" I i i ;3 " CP IR LMSI I I I j I ( I I? CZE e -w i �.us� Of ea- old I Date Received AUG 0 8 2m original Submiital _gym J #I } I i a.I -d! 411 .41 A= xf 1- I - tV f o 31 60' ROW 37.1'± PAVING �- PUE EXIST. 2" GAS MAIN If EXIST. 16" WATER MAIN I W TAP -1 i I S EX -STUB 2 IE 8"=472.58 IE 8"=472.58 c ......�..�.w...�...�.. ��. may; \ / \ \ SD CO -3 SD CO -2 \ \ SD OF -1 IE 8" IN=474.56 (S) IE 10- IN=474.14 (W) \ \ \ \ \ \ IE 10" IN=473.53 (S) IE 10" OUT=474.48 (E) \ \ IE 8 IN=474.22 (S) IE 10" OUT=474.14E \ \ \ () \ Y1 \ " 11 LF - 10 SD \ \ \ \ S=0.63% _..... �. -x..68 LF - 10"SDS -,-,---..-...-�. \ 107 LF - 10"SD..- _ ..... ...._ ............. ' i s C6 ib LMSI S=0.50%. _ -S=0.50% \ I \ \ SD CO -1 I 1 IE 10" IN=473.60 (W),__ IE 8" IN=473.68 (S) I ( o IE 10" OUT=473.60 (N) 0 61 LF - 8" ACO TD I, b`' ¢ S=0.50% \ \ \ I 70 LF - 8"SD Lf oo \ o \ S=1.36% { V00 { 20' PUE\-'. o lI 101 LF - 8" SD S=1.50% . I I SD CO -6 I i IE 8" IN=475.51 (S) IE 8" OUT -475.51 (N) I I 1 I I I I i I I I I I 79 LF - 8"SD S=1.50% I I S TD -CB -2 I IE 8" ACO TD IN=479.40 (N) -� 1E 8" OUT=477.00 (S) E I I Q S CO -2 SD CO -7 IE 8" IN=476.34 (W) IE 8" OUT=476.69 (N) IE 8" OUT=476.34 (SE) 1 1_ 187 LF - 2"W 49 LF - 8"S--- - - - - - - - - /f S=3.02% 0- 1 S MH -1 IE 8" IN=474.71 (N) IE 8" OUT=474.61 (E) I I I I I I 1 I I I i S TD -CB -1 IE 8" ACO TD IN=479.69 (N) IE 8" OUT=476.50 (S) SD OV -1 IE 4" IN=475.25 (S) IE 8" OUT=474.24 (N) 12 LF - 4"S X S=2.00% X L J .. I 16 LF - 8"S --J I S=1.36% ; }, S CO -1 S FLRD-1 IE 8" IN=476.28 (N) 1 IE 4" OUT=476.68 (W) IE 4 IN=476.44 E r IE 8" OUT=476.28 (S) T SD CO -4 _ rfi ....__.........._._... I; `N IE IN=475.73 (S) 8" [ OUT=475.73 (N)III ,J1 • 1 Cn } •� C3 j S STUB -1 o i SD " S N U_ S=1.50% I fir IE 8=480.67 Cn i E fi l_ I I ................. 14 LF 2" W CIO SD CO -5 If A W STUB -1 IE 8" OUT=476.46 (N) W 2" -RP BPE`, -. - - - -- - ----- 3 LF - 2"W > ° 133 LF - 2"W .; I ` w ( -i ....... �...___... __..._. Y ;�...Y�;s� a- S 45' -BEND -2/3 f o - IE 8 IN=474.87 (NW) _ _ - - - � 00 W TEE -1 -- - - ----'M 1-- _ --IE 8" OUT=474.87 (S)---- ------------------ --- ---- - r __ �.,...._.._..._.._..__..._. ter..._._..__.._....._...._.w._..._.._........___..._....._......._ ._........._..........I U) - - - - - - - - - - - - - - I " N S 45' -BEND -1 b-01 06 G W 2"-WM 16 LF - 8S IE 8" IN=475.12 (N) S=1.00% IE 8" OUT=475.12 (SE) Iii `_`; -i------ -- V)92 LF - 8"S- -52 LF - 8"S N - - - -126 LF - 8"S - - - - I S=0.75% S=0.75% S=0.75% I I j 13 LF - 8"S S=4.747. I I EXIST. PUBLIC - -I----- ------------ ----------- WATER MAIN I FH TAP FH 6" I i i ;3 " CP IR LMSI I I I j I ( I I? CZE e -w i �.us� Of ea- old I Date Received AUG 0 8 2m original Submiital _gym J #I } I i a.I -d! 411 .41 A= xf 1- I - tV f o 31 60' ROW 37.1'± PAVING �- PUE EXIST. 2" GAS MAIN If EXIST. 16" WATER MAIN I W TAP -1 i I FN FH BY SUB 6 fl fl I L. EXIST. 8" PUBLIC SANITARY MAIN J i U �I I I i 4 I I I I 1 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koffcom SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C4.1. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. PROJECT SITE IS LOCATED WITHIN THE 10 YEAR WELLHEAD TIME OF TRAVEL ZONE. 4. INSTALL SPRINGFIELD WELLHEAD PROTECTION AREA SIGNS IN VISIBLE LOCATIONS AT TRASH ENCLOSURE, LOADING DOCKS, STORMWATER BASINS, AND NEAR BUILDING ENTRANCES. 5. EXACT DIMENSIONS, LOCATIONS AND DESIGN DETAILS 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. O UTILITY KEYNOTES NOTE DESCRIPTION DETAIL REE. 1 DISCHARGE PIPE TO ROCKED FLOW SPREADER 2 CONNECT TO EXISTING MAIN. INVERT AS SHOWN. VERIFY IN FIELD PRIOR TO CONSTRUCTION. BPE BACKFLOW PREVENTION ENCLOSURE. ENCLOSURE TO BE HEATED. IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. FH SPRINGFIELD UTILITY BOARD (SUB) TO RELOCATED EXISTING HYDRANT TO LOCATION SHOWN. OWNER TO PAY ONE HALF OF LABOR AND PARTS FOR RELOCATION. FINAL LOCATION TO BE CONFIRMED BY SUB. CONTRACTOR TO COORDINATE WORK WITH SUB. G CONNECT TO GAS METER. CONTRACTOR TO COORDINATE LOCATION AND GAS SERVICE ROUTING NTH GAS COMPANY. ROUTING SHOWN APPROXIMATE AND MUST BE CONFIRMED PRIOR TO CONSTRUCTION. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE UNE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE ARCHITECTURAL PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. ! ! U11UTY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) F_ STRUCTURE TYPE CALLOUT XX XX -XX 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 UTILITY LENGTH UTILITY SIZE XXLF - XX" XX -- UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. BEND BEND, ANGLE AS NOTED CO CLEANOUT TO GRADE FLRD TRAPPED SANITARY FLOOR DRAIN MH MANHOLE OF OUTFALL OV OVERFLOW INLET RP REDUCED PRESSURE BACKFLOW ASSEMBLY STUB STUB TAP NEW TAP INTO WATER MAIN, BY SUB TD -CB TRENCH DRAIN CATCH BASIN TEE TEE CONNECTION WELL WELL WM WATER METER ARCHITECTS *PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 q PROFFssi t N F Oy9 85480� - l DIGIfr SIGNED OREGON %9 Sear. 13, 4NTHON� EXPIRATION DATE: 01311 8 1111111 I'll 111 1 .............. s• � PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C200 O COPYRIGHT 2018 by TBG Architects +Planners S EX -STUB 2 IE 8"=472.58 IE 8"=472.58 c ......�..�.w...�...�.. ��. may; � FN FH BY SUB 6 fl fl I L. EXIST. 8" PUBLIC SANITARY MAIN J i U �I I I i 4 I I I I 1 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koffcom SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C4.1. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. PROJECT SITE IS LOCATED WITHIN THE 10 YEAR WELLHEAD TIME OF TRAVEL ZONE. 4. INSTALL SPRINGFIELD WELLHEAD PROTECTION AREA SIGNS IN VISIBLE LOCATIONS AT TRASH ENCLOSURE, LOADING DOCKS, STORMWATER BASINS, AND NEAR BUILDING ENTRANCES. 5. EXACT DIMENSIONS, LOCATIONS AND DESIGN DETAILS 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. O UTILITY KEYNOTES NOTE DESCRIPTION DETAIL REE. 1 DISCHARGE PIPE TO ROCKED FLOW SPREADER 2 CONNECT TO EXISTING MAIN. INVERT AS SHOWN. VERIFY IN FIELD PRIOR TO CONSTRUCTION. BPE BACKFLOW PREVENTION ENCLOSURE. ENCLOSURE TO BE HEATED. IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. FH SPRINGFIELD UTILITY BOARD (SUB) TO RELOCATED EXISTING HYDRANT TO LOCATION SHOWN. OWNER TO PAY ONE HALF OF LABOR AND PARTS FOR RELOCATION. FINAL LOCATION TO BE CONFIRMED BY SUB. CONTRACTOR TO COORDINATE WORK WITH SUB. G CONNECT TO GAS METER. CONTRACTOR TO COORDINATE LOCATION AND GAS SERVICE ROUTING NTH GAS COMPANY. ROUTING SHOWN APPROXIMATE AND MUST BE CONFIRMED PRIOR TO CONSTRUCTION. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE UNE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE ARCHITECTURAL PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. ! ! U11UTY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) F_ STRUCTURE TYPE CALLOUT XX XX -XX 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 UTILITY LENGTH UTILITY SIZE XXLF - XX" XX -- UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. BEND BEND, ANGLE AS NOTED CO CLEANOUT TO GRADE FLRD TRAPPED SANITARY FLOOR DRAIN MH MANHOLE OF OUTFALL OV OVERFLOW INLET RP REDUCED PRESSURE BACKFLOW ASSEMBLY STUB STUB TAP NEW TAP INTO WATER MAIN, BY SUB TD -CB TRENCH DRAIN CATCH BASIN TEE TEE CONNECTION WELL WELL WM WATER METER ARCHITECTS *PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 q PROFFssi t N F Oy9 85480� - l DIGIfr SIGNED OREGON %9 Sear. 13, 4NTHON� EXPIRATION DATE: 01311 8 1111111 I'll 111 1 .............. s• � PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C200 O COPYRIGHT 2018 by TBG Architects +Planners 477.25 FG M 3� w . Y y f 477 78 71 x47 t -------- - - . .... .... 777 x x 7 480. . . . ..... WmRl! T ----- . . . . . . . . . . . . 7 7 480.37 478.66 •481.00 BW �41 �77 4 8.20 478.26 480 50 481.00 BW p 478.06 478.10 wl E)AN 478.50 1.0% o 0) 481.00 BW 478.3 480.00 Q Clsk, (477)lr_7 o L.JLJI r L 478.31 RG , LaJ>i -.-if ,..x to N 87. < FF=485.33 ...260 ... . . . ...... ........ ... ..... .. 481.14 TC - 480.64 TP 2.2% 8 4 0.10 A I 477. rM�ml "51 50 FG 480.84 TC 480.34 TP 480.10 - - 480.50 481.00 BW 1.7%_ 480.34 TC/TP -4 G13 m 480.10 Fn 480.34 TC/TP 480.10 --fF=481.00 480.84 TC _4 480.34 TP X 478.31 it 479.03 00 . .... . . ....... ........ ......... . . . ..... 1 480.81 Til 7 1 i 479.60 t z 480.06,, 479.55 479.49 479.76 . AQV31 1 rl r ...... 3i im, x p- x 4- �7 ..... ....... . 71 . . . . ..... .. 7" 2 x 77=f! F." '7 17 A Z ........ ..... 479.45 o4t479.96 480.27 a` I04 479.85 8.54 m m C-4 480.34 478.89 479.95. 480.65 480.23 (478.2±) 05% 0.5% -.-L.. 7 \_ 1.0% 2.0% ........ ... GB %K 479.99 480.30 0 478 54 .2±) 479.88 .............. ........... .......... 6, diamsme-m 1201 Oak Street, Suite 100 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.kpff.com I 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 FACIU71ES (ADAAG). 4. EXACT DIMENSIONS, LOCATIONS AND DESIGN DETAILS ARE PRESENTED FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TI ME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET THE CONDITIONS OF SITE PLAN REVIEW APPROVAL AND APPLICABLE CODE REQUIREMENTS. OO KEYNOTES NOTE DESCRIPTION DETAILREF. RG RAIN GARDEN TO BE INSTALLED UNDER PHASE 1 5/C4.1 GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% - GRADING SLOPE AND DIRECTION (DOWNHILL) SHEET LEGEND DRAINAGE FLOW DIRECTION - - - - - - - - - - - GRADE BREAK 49... , , - - - - - EX. CONTOUR MINOR 50 - . ........ ........ EX. CONTOUR MAJOR 49- CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) CONVEYANCE SWALE �e Cay S�k�Rm lzcAew VhLctmAs U -C, & I'T �,j Date Received AUG 08 20118 original Suomi ttal_s&__� ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f 541.687.0625 tZ PR lt�l I N S '2.854 0 D1Glf4Lb'SlGNED OREGON 13 4NTHONS EXPIRATION DATE: 12131/2018 G 17) A DING AND PAVING PLAill PROJECT # 201711 DRAWN MR,AB CHECKED Pm DATE 08.08.2018 SHEET C300 @ COPYRIGHT 2018 by TBG Architects +Planners SPOT ELEVATION DESCRIP11ON LISTED BELOW. NO DESCRIPTION MEANS TP OR TG ,,,,-XX.XX XX BOS BOTTOM OF SWALE BOW BACK OF WALK BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GRADE FF FINISHED FLOOR FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STEP TW TOP WALL (XXX. X±) (MAEXISTING WHGRADE TCHERE APPLICABLE) SHEET LEGEND DRAINAGE FLOW DIRECTION - - - - - - - - - - - GRADE BREAK 49... , , - - - - - EX. CONTOUR MINOR 50 - . ........ ........ EX. CONTOUR MAJOR 49- CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) CONVEYANCE SWALE �e Cay S�k�Rm lzcAew VhLctmAs U -C, & I'T �,j Date Received AUG 08 20118 original Suomi ttal_s&__� ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f 541.687.0625 tZ PR lt�l I N S '2.854 0 D1Glf4Lb'SlGNED OREGON 13 4NTHONS EXPIRATION DATE: 12131/2018 G 17) A DING AND PAVING PLAill PROJECT # 201711 DRAWN MR,AB CHECKED Pm DATE 08.08.2018 SHEET C300 @ COPYRIGHT 2018 by TBG Architects +Planners DEPRESSED CURB AREA EDGE OF RAMP TO PLAN 4" CONCRETE BE FLUSH WITH AC SIDEWALK PAVEMENT SECTIONM X. 4 a 4: G ° g _z _ a e777. Q O V e . ^a k °$e s3 . 2> _ a• • °p�aa v +...+a",9.'°Fw-�..w..... < D i a _ BASE MATERIAL • a ' ad b4" s a COMPACTED SUBGRADE SECTION 'A' 1O . PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1);1 LONG BY Ji" WIDE WITH THE LONG SEC11ON AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE X" DEEP BY 4" WIDE. I',D !t IL a SCALE: NTS A LANDSCAPE AREA CONCRETE .`.:. SIDEWALK '�`--�:SEE PLAN,` , CONCRETE CURB M._:."..m.._. _.......:._. _..:..... X o6m 6" w2' 6' R OOOOOOOOOOOOOQOOOOOOO DODo�O�O�O�O�aDO�OpaO-.> 0 0 0 0 0 0 0 0 0 0 0 (TYP.) ; . Og000g000gogogog DETECTABLE v 0 . 00O00 0O0O�O�O�0 ogogogo;0000,000,0000 . WARNING 13 ....f :•, (WHERE SHOWN 4.0 ON PLAN.) 0" EXP. 0.1 PLAN L CONCRETE EDGE OF RAMP CURB TO BE FLUSH CONCRETE WITH AC 8.37- MAX. � SIDEWALK ...•. to ° A „E.,�+ti a �, r a � c.. � Q .'.` °,F"• ->T„ a y. 'T��. c� i a, A\O €,'�a� q"".r....A._ i ,�a{ 1 f_ BA L COMPACT ��•sa n,m�en.Pa ;.. .; MATERIAL ' , •�';-w.�. .�...,.SUBGRADE SECTION 'A' CURB RAMP - TYPE 2 SCALE: NTS 1.6"-2.4" TOP DIAMETER OF 50% TOP MARK@ DOMED - 657. OF THE BASE THERMOPLASTIC SHEET DIAMETER O 0.2" TAPERED EDGES 1.6"-2.4" WHERE EXPOSED O O� A 0.2" 00© 0 -- © O 0.9-1.4" BONDER PASTE 0.65"T SEALER PENETRATION MIN' SECTION 'A' NOTES: 1. THERMOPLASTIC DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB UNE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB UNE OR OTHER POTENTIAL HAZARD. 2. THERMOPLASTIC DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3. MANUFACTURER OF DETECTABLE WARNING: TOPMARK BY FLINT TRADING INC. PH: (336) 475-6600 WWW.FUNTTRADING.COM OR APPROVED EQUAL DETECTABLE WARNING - TYPE 1 SCALE: NTS INSTALL 3/4" x 18" DOWEL ANCHOR, TYP. 6" 93 i ��- DRAINAGE SLOT, TYP. 11f I, NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SCALE: NTS 3/8" 1/8- RADIUS TOOLED NOTE 2 AND 5 JOINT, TYP. NOTE 3 NOTE 4 EXPANSION 2" CAP 41 DOWELED JOINT 0.7' NOTES 1. SEE PLAN FOR JOINT LOCATIONS. 2. PROVIDE JOINT SEALANT PER DETAIL 10 ON THIS SHEET. 3. X" DIA. x 18" LONG SMOOTH DOWEL AT 2' OC, CENTERED IN SLAB. 4. LUBRICATE ONE-HALF OF DOWEL LENGTH THIS END. 5. INITIALLY SAW J" JOINT TO PREVENT CRACKING, THEN COMPLETE FULL JOINT PER DETAIL XXX THIS SHEET. VEHICULAR CONCRETE DOWELED JOINT SCALE: NTS 3/8 -WIDE RECESS SEALANT 3/8" -7777. -`-SILICONE SEALANT ASSEMBLY. USE DOW CORNING 890SL SILICON JOINT SEALANT 1/2- DIA. BACKER ROD PER MANUFACTURER'S SPECIFICATIONS JOINT SAWED DEEP ENOUGH TO ALLOW CORRECT PLACEMENT OF BACKER AND SEALANT. SUFFICIENT ROOM FOR DEBRIS IN JOINT TO PUMP F"< UP AND NOT DISTURB THE NEW SEALANT CII ICt"I KI1: 1f-AIN,I7 CCA 1 A Ki -r DCC Ci/l1ID SCALE: NTS - SEE PLAN 2% /_CONCRETE SIDEWALK 4" MIN. THICKNESS 4, a r a ... e' a4• 4•a a e .. •°•a a s::= ^T_ c ,.j•�"�- a C3 `� �, P ; .3 :: s <? % .. tY ,) C3 ° �? p `> a: g: I.- 3 SUBBASE COURSE F NOTES 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. _ CONCRETE SIDEWALK SCALE: NTS 9'TYP, 6' (8' VAN), TYP. U.N.O. ( ) (U.N.O.) BLUE ADA SYMBOL AND "VAN" BACKGROUND ACCESSIBLE TEXT SHALL (OPTIONAL) OCCUR ONLY AT STALLS SHOWN ON PLANS TYPICAL. PARKING LAYOUT SCALE: NTS I 18" WHEEL STOP (WHERE APPLICABLE) 9' STD STALL 8' COMPACT STALL (SEE PLAN) --SIGN NO. R7-8 PER MUTCD 1 1 --ATTACH SIGN NO. \ ACCESSIBLE VA R7 -8P WHERE APPLICABLE NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED TOP E 2 (ASTM A120-65). 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGN - TYPE 1 J a U Ip� < CL CL W 00 0 r- "a - SCALE: NTS AC SURFACE COURSE: 3" OF 1/2" DENSE GRADED, LEVEL 2 HMAC 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpffcom °P.° aQ aP a �4 'o ,• r. n �> °cyz�£� k a n,^3 `amu �� G ° �. �- zs °'� ,; p,,a^r•� 3 `.5 3 n v ti r o f y s a i a � G F , j I,,........v,.i i „.. jj ii e j tt mY' COMPACTED 18" OF BASE SUBGRADE COURSE LIGHT ASPHALT PAVEMENT SECTION SCALE: NTS AC SURFACE COURSE: 4" OF 1/2- DENSE GRADED, LEVEL 2 HMAC s. x^ n ^s ^ c tp < Fta<,��..o< sats` LE Y;.: ✓ xM.:{` `��<'^ .� _1• COMPACTED 18" OF BASE SUBGRADE COURSE HEAVY ASPHALT PAVEMENT SECTION SCALE: NTS 10" THICK PORTLAND CEMENT CONCRETE a4. 4q. 4. n 4 '° a a e. a 4. , a .'e • e Q 4 3z ✓ to u w v cs . a'yr '� cs '� ° 7_ <p ° °,i�r .s ca a a , " ri• •' © <, vc a� "ca a rs G ° �`s t� • , <r <s a> COMPACT 6" OF BASE SUBGRADE COURSE NOTES: 1. PROVIDE MEDIUM TO COARSE BROOM FINISH. 2. SEE LANDSCAPE PLANS FOR COLOR AND TEXTURE. 3. ALL JOINTS IN ROADWAY TO BE DOWELED. DOWEL JOINTS PER DETAIL 9, THIS SHEET. PROVIDE JOINT SEALANT PER DETAIL 10, THIS SHEET. VEHICULAR CONCRETE PAVEMENT SECTION SCALE: NTS 6" R=;Y4" R=W BACKFILL TO TOP OF CURB PAVEMENT E r ' s 16" 41 ;4 saA'_ . £ {} ° F ' `> a OF SUBBASE 9" COURSE NOTES: 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. RCONCRETE CURB -STANDARD SCALE: NTS tk, Copy 81l k()W\q --\wz Date Received AUG 0 8 293 Original Submittal ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFFss G I N E Q 85480 DIGIZALLY SIGNED OREGON Fi�•� seat. 13, 4NT H00 EXPIRATION DATE: V/31/20I87 PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C400 © COPYRIGHT 2018 by TBG Architects +Planners �18�6"18"— _V — 12 Ail Y.:......:....._,....,:.... :, .. SPLASH PADA RELIEF • S:_ .3v ,fit_. _ ..� 12" >,�h h R=6", TYP. STD CURB PAVEMENT `'- V � PLAN 18" 6" 18" —�- -PAVEMENT R=1" 2 6" 6� .�tl� �1 4" 'a 4 4• - A. 4 a �A v " 4 !v °a a n I ..Q' 4.I d v " CONCRETE .. �o °� SPILLWAY It TAPERED RELIEF, -%4 —O DRAIN ROCK \\ ELEV=TP (FROM 3" DEEP, TYP. PLAN) -2" AT CURB FACE RIP—RAP SHALL BE - ODOT CLASS 50 SECTION 'A' CURB SPILLWAY SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED 25" GROUT FRAME, TYP. /— FINISH GRADE GRADE RINGS 3" MIN. 12" MAX. 36" .Y PRECAST SECTIONS, HEIGHT VARIES. SEE 48" NOTE 1. MIN. MANHOLE BASE. SEE NOTE 2 NOTE 3 '.2 E �y € i } i i X" BASE ROCK NOS: STORMWATER 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. FACILITY 2, MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 4' MIN. 3 TOE OF 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 1 SLOPE JOINT WITHIN 18" OF MANHOLE VAULT.. � X STANDARD MANHOLE \. " 1 SCALE: NTS " � �12 .DEEP 30" 15" ---i R4144" , TYP. BATTER 6:1 " PAVEMENT a , 4} tl tl =..Y, < ,Mtl ;; 6" OF SUBBASE 2" COURSE #4 REBAR AT 12" OC. #4 REBAR AT 7" OC., CONTINUOUS NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING. CONSTRUCT EXPANSION JOINTS AT 40' MAX SPACING. 7VALLEY GUTTER SCALE: NTS PJ n C) MAX. WATER DEPTH �_— _V_ t N, < IE=SEE PLAN - OVERFLOW INLET. SEE NOTE 1. RIM=SEE PLAN -- — — —j N 6" DIA. CAST — IRON RISER PIPE FLOW �— 6" WYE NOTES: 1. OVERFLOW INLET WITH ATRIUM GRATE. ATRIUM GRATE SHALL BE 6" DIAMETER FROM NDS OR APPROVED EQUAL. OVERFLOW INLET - TYPE 1 SCALE: NTS STORAGE DEPTH I PER PLAN ` � r 6" MIN. w,R, ,., v _ , SEE PLAN \� "N11f 41 M `zV tl � a H .... � ��" � ILL. G —1_._ N .; . LADDER- ADDER- 4" MIN.v RUNGSr RUNGS, ,r -'3 , ' 12" OC 45' BEND ;,.. fin.. TOE OF c v6" \ SLOPE :� ' ... * ru -°z : \ r PREFORMED - ' <, t RUBBER f ' r GASKET 25" GROUT FRAME, TYP. /— FINISH GRADE GRADE RINGS 3" MIN. 12" MAX. 36" .Y PRECAST SECTIONS, HEIGHT VARIES. SEE 48" NOTE 1. MIN. MANHOLE BASE. SEE NOTE 2 NOTE 3 '.2 E �y € i } i i X" BASE ROCK NOS: STORMWATER 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. FACILITY 2, MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 4' MIN. 3 TOE OF 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED 1 SLOPE JOINT WITHIN 18" OF MANHOLE VAULT.. � X STANDARD MANHOLE \. " 1 SCALE: NTS " � �12 .DEEP 30" 15" ---i R4144" , TYP. BATTER 6:1 " PAVEMENT a , 4} tl tl =..Y, < ,Mtl ;; 6" OF SUBBASE 2" COURSE #4 REBAR AT 12" OC. #4 REBAR AT 7" OC., CONTINUOUS NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING. CONSTRUCT EXPANSION JOINTS AT 40' MAX SPACING. 7VALLEY GUTTER SCALE: NTS PJ n C) MAX. WATER DEPTH �_— _V_ t N, < IE=SEE PLAN - OVERFLOW INLET. SEE NOTE 1. RIM=SEE PLAN -- — — —j N 6" DIA. CAST — IRON RISER PIPE FLOW �— 6" WYE NOTES: 1. OVERFLOW INLET WITH ATRIUM GRATE. ATRIUM GRATE SHALL BE 6" DIAMETER FROM NDS OR APPROVED EQUAL. OVERFLOW INLET - TYPE 1 SCALE: NTS STORAGE DEPTH ` v X04 cJ C3 C � ;r Q s s s•,} L ,> " µ < � � � � zx YJ St G1 � J rz �Z '# s � t� x _ n ; x. 0 .0 XC to � .., .., ... .. � KEYNOTES C RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING ACSAWCUT PAVEMENT -\ LINE o17 I PER PLAN ` � r 6" MIN. v BTM OF BASIN (LEVEL)' \? ^ F C3 4F SEE PLAN \� Z Ell M `zV tl � a H .... � ��" � ` v X04 cJ C3 C � ;r Q s s s•,} L ,> " µ < � � � � zx YJ St G1 � J rz �Z '# s � t� x _ n ; x. 0 .0 XC to � .., .., ... .. � KEYNOTES C RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING ACSAWCUT PAVEMENT -\ LINE o17 _ " 2 MIN.NN 6" MIN. V Of \? ^ F C3 4F z LLJ Z Ell M tl � a H .... � ��" � ILL. G —1_._ PAVED AREAS �IJNPAVEDAREAS 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.com DETECTABLE WARNING TAPE 6" D 6" MIN. �� ..r. .... ...r MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND I MECHANICAL PLUG COVER TO FINISHED ! WITH GASKET GRADE IN PAVED AREAS RISER O.D. AC PVM'T OR CONC. PAVING + y" MIN. CAST IRON FRAME 2 OR OTHER SURFACING SET IN CONCRETE J _ " 2 MIN.NN 6" MIN. \? ^ F C3 4F tl � a H .... � ��" � TRENCH BACKFILL f 4" MIN.v tl� 45' BEND WYE BRANCH CARRIER PIPE 1" MAX. #4 HOOP y ` a CENTERED IN 3000 i ; PSI CONCRETE PAD. ` n4 PROVIDE y4 MIN. ' w CLEARANCE FOR CONCRETE PAD AND RISER PIPE RISER PIPE 2 INSTALL PLUG WITH 5 D GASKET IF END OF =f' LINE f wµ SERVICE CONNEC11ON ' IF REQUIRED BEDDING MATERIAL DNO 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. D4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. D �1 STANDARD CLEANOUT (COTG) 1 INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON—FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (J" — NO. 4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6 DRAINAGE FABRIC PER SPECS. 7 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS SCALE: NTS y'P2- �s�1 G v,ew LAG Date Received AUG0 8 2-012 original Subrnifttal —. ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 b PROFS v�5 U i N F 9`. 4 85480 FA 6k it i DIGIfALLY SIGNED OREGON 13 4NiHON'� EXPIRATION ME 12/31/2028 CIVIL DETAILS PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C401 O COPYRIGHT 2018 by TBG Architects +Planners tl�L \? ^ F C3 4F tl � a H .... � ��" � TRENCH BACKFILL ,oW Iva°" 45' BEND f, 2 INSTALL PLUG WITH 5 D GASKET IF END OF =f' LINE f wµ SERVICE CONNEC11ON ' IF REQUIRED BEDDING MATERIAL DNO 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. D4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. D �1 STANDARD CLEANOUT (COTG) 1 INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON—FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE (J" — NO. 4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6 DRAINAGE FABRIC PER SPECS. 7 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS SCALE: NTS y'P2- �s�1 G v,ew LAG Date Received AUG0 8 2-012 original Subrnifttal —. ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 b PROFS v�5 U i N F 9`. 4 85480 FA 6k it i DIGIfALLY SIGNED OREGON 13 4NiHON'� EXPIRATION ME 12/31/2028 CIVIL DETAILS PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C401 O COPYRIGHT 2018 by TBG Architects +Planners no ti: K1-901 IN—LINE CATCH BASIN BY ACO. INSTALL AT LOW END OF TRENCH DRAIN. `— FOUL AIR TRAP BY ACO 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koff.com Kl-901 IN—LINE CATCH BASIN BOTTOM BY ACO. 6" MIN. SECTION B NOTES: 1. TRENCH DRAIN SHALL BE NEUTRAL—SLOPED 4" OR 8" WIDE ZURN OR ACO TRENCH DRAIN OR APPROVED EQUAL. 2. TRENCH DRAINS GRATE SHALL BE JAMISON GRATE BY URBAN ACCESSORIES. 3. TRENCH SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SCALE: NTS PAVEMENT SEE NOTE 1 SEE NOTE 2 _ 8"t 8" MIN. �f s a 6"f 4 '6 8" MIN. NOTES: 1. TRENCH DRAIN SHALL BE PRE—SLOPED 8" WIDE ZURN OR ACO TRENCH DRAIN OR APPROVED EQUAL. 2. TRENCH DRAINS GRATE SHALL BE LOCKABLE HEAVY DUTY TRENCH GRATE — CLASS E. 3. TRENCH SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SCALE: NTS 0 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFESS a G t N p /�y9 85480 l DIGIULLY SIGNED OREGON 4 FBF s8 r. 13, 9gNTHOO EXPIRATION DATE: 121311=8 CIVIL DETAILS PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET C402 © COPYRIGHT 2018 by TBG Architects +planners m C; 0 1 SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.koffcom 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. OO KEYNOTES 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 4.9 EX. CONTOUR MINOR _ _.50 .,_ _. _ _ _. _ EX. CONTOUR MAJOR 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK SEDIMENT CONTROL FENCE. PLACE AT PROPERTY LINES, UNO (SHOWN OFFSET FOR CLARITY). INLET PROTECTION — 1 ,3. BIO -BAG PROTECTION IN 2 DITCHES AND SWALES 3. STORM PIPIVG ...---> DRAINAGE FLOW DIRECTION CONCRETE WASHOUT. INSTALL 20' FROM ANY STORM FACILITY OR INLET. MATERIAL STOCKPILE, EQUIPMENT Vxzz�zxz, STORAGE, AND STAGING. TYPE AS SHOWN. SEE NOTE 3. CUT/FILL CUT: 341 CY FILL: 3,850 CY Re— C<vq X611-tg_ 000 WI --"1Y P22 s LAG FWxY RVA fm &sv\ Cx'em U -C , ReceivedDate ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 PROFESS i N F /py9 85480 l DIGITALLY SIGNED 10 OREGON 13, gNtHOO EXPIRATION DATE: 11/31/2018 EROSION CONTROL PLAN PROJECT # 201711 DRAWN MR,AB CHECKED PM DATE 08.08.2018 SHEET EC1 @ COPYRIGHT 2018 by TBG Architects +Planners PARKING CALCULATIONS I ; O Q- r T S o 6 F ;U SLIDING o w SLIDING n cn `–' x GATE N 1 GAT_ E o TAX LOT 4300 _T GATE RP .WM• +/-30 -5 +/-30 -5 _. _. x =�—� 1—=. x ®.. - X — x x x 3 x 0 4 . . GATE � - . _ _.. _ - _ _ �•' —1 1 FDC ra 2 i FF - z b z �, 5 ol—COW Ln - WQW �� ` \ ic)� FV b o o w 1 ¢> w 35'-0" I 3$'-7Y2' a u� "' U o w TAX LOT 4200 \ � I EDGE OF PAVING 11 1I I � NOTE: EXACT TENANT USES FOR BUILDING 2 HAVE NOT YET BEEN DETERMINED. BICYCLE PARKING TENANT USES AND ASSOCIATED REQUIRED PARKING FOR BUILDING 2 WILL BE PHASE 1 BUILDING 1 (TAX LOT 4300) CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) VEHICLE PARKING INDUSTRIAL USE (INCLUDING WAREHOUSING) 1: 3,000 SF GROSS FLOOR AREA PHASE 1 BUILDING 1 (TAX LOT 4300) , 7 0 SF 13,00056 7,56 VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) LONG TERM INDUSTRIAL WAREHOUSING USE 75% SHORT TERM 1:1,000 SF GROSS FLOOR AREA TOTAL BICYCLE PARKING SPACES REQUIRED 4 SPACES 7,560 SF / 1,000 LONG TERM SPACES REQUIRED 1 SPACE TOTAL VEHICLE PARKING SPACES REQUIRED 8 SPACES SHORT TERM SPACES REQUIRED 3 SPACES TOTAL VEHICLE PARKING PROPOSED 15 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 4 SPACES STANDARD (9'-0" X 18'-0" INCLUDE 2'-0" BUMPER OVERHANG) 14 SPACES LONG TERM SPACES PROPOSED 1 SPACE ACCESSIBLE (9'-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 1 SPACE SHORT TERM SPACES PROPOSED 3 SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED IN THE WAREHOUSE AREA PHASE 2 BUILDING 2 (TAX LOT 4200} IN A SECURE LOCATION IDENTIFIED AT THE TIME OF TENANT INFILL BUILDING PERMIT VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) SUBMITTAL IN COMPLIANCE WITH SDC 4.6-145-150. STANDARDS MUST BE MET PRIOR INDUSTRIAL WAREHOUSING USE TO OCCUPANCY. 1:1,000 SF GROSS FLOOR AREA 5,970 SF / 1,000 TOTAL VEHICLE PARKING SPACES REQUIRED TOTAL VEHICLE PARKING PROPOSED STANDARD (9'-0" X 18'-0" INCLUDE 2'-0" BUMPER OVERHANG) ACCESSIBLE (9'-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 6 SPACES PHASE 2 BUILDING 2 (TAX LOT 4200) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) 6 SPACES INDUSTRIAL USE (INCLUDING WAREHOUSING) 5 SPACES 1: 3,000 SF GROSS FLOOR AREA 1 SPACE 5,970 SF / 3,000 25% LONG TERM 75% SHORT TERM TOTAL BICYCLE PARKING SPACES REQUIRED 2 SPACES LONG TERM SPACES REQUIRED 1 SPACE SHORT TERM SPACES REQUIRED 1 SPACE TOTAL BICYCLE PARKING SPACES PROPOSED 3 SPACES LONG TERM SPACES PROPOSED 1 SPACE SHORT TERM SPACES PROPOSED 2 SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED IN THE WAREHOUSE AREA 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. C4y Sik P`(wn V-eAAe-Wr ate Cawed 9\j_co n Cx'tJx - \1(20 AUG l t �, 0 8 2018 �� !\ 6 `'k original Submittal GENERAL NOTES 10'-0 EDGE OF PAVING --� TAX LOT 4100 NP_ ��--- (E) SITE TO REMAIN TAX LOT 4000 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-STIE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 4. REFERENCE CIVIL PLANS, FOR EXISTING CONDITIONS AND ALL GRADING AND DRAINAGE REQUIREMENTS. 5. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION AND CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 6. IN COMPLIANCE WITH SDC 4.4+105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 8. AT LEAST X-0" OF CLEAR SPACE HORIZONTALLY AND AT LEAST 78" OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 9. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 10. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. 11. PROVIDE FOR A NEUTRAL, NON -REFLECTIVE FINISH FOR THE WATER SERVICE BACKFLOW PREVENTION EQUIPMENT ENCLOSURES AND RELATED APPURTENANCES INSTALLED AT THE SE CORNER OF THE SITE. 12. EXACT EQUIPMENT 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. 13. WELLHEAD PROTECTION CONSTRUCTION NOTES. 13.1. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., 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. 13.2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 13.3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 13.4. EQUIPMENT MAINTENANCE AND FUELING; PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS ARE SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 13.5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON SITE. 14. PROVIDE FOR INSTALLATION OF SPRINGFIELD WELLHEAD PROTECTION AREA SIGNS IN VISIBLE LOCATIONS AT THE TRASH ENCLOSURES, LOADING DOCKS, STORM WATER SWALES, AND NEAR THE ENTRANCES TO EACH BUILDING. SDC 3.2-420 OSDC 4.2-130 OSDC 4.4-105(F)(2) OSDC TABLE 4.4-1 SDC 4.4-110 5'-0" MIN. PARKING AND DRIVEWAY FRONT, INTERIOR, AND REAR YARD SETBACK. VISION CLEARANCE AREA, MIN 10'-0" (2) SIDES OF TRIANGLE, TYP UON 5% INTERIOR PARKING LOT LANDSCAPING MAX 8'-0" HEIGHT FENCE LOCATED OUTSIDE 5'-0" FRONT YARD SETBACK TRASH ENCLOSURE AREA OR OUTDOOR MECH DEVICE AREA TO BE SCREENED W/ SIGHT -OBSCURING SLATTED CHAIN-LINK FENCE OR MASONRY WALLS. COVER AND HYDRAULICALLY SEPARATE AS REQUIRED PER CITY CODE. 0 30'-0" ROW 611 30'-0" ROW (E) PUBLIC SIDEWALK TO REMAIN (E) PUBLIC LANDSCAPE BED, CURB ,& GUTTER TO REMAIN CURBCUT, GUTTER, AND DRIVEWAY, SEE CD CIVIL M o I ---- FIRE HYDRANT, SEE CIVIL SITE PLAN N 1"=20'-0" ®, LEGEND BUILDING FOOTPRINT �— — — PROPERTY LINE EASEMENT BOUNDARY LINE LANDSCAPE AREA PAINTED STRIPING CONCRETE WALKWAYS ONADA PARKING STALL & RAMP COMPLETE WITH PAINTED SYMBOL & STRIPING & SIGN, SEE CIVIL — x x X_ 6'-0" CHAIN-LINK FENCE, TYP LION .� BICYCLE HITCHING POST OR STAPLE RACK (2) SHORT TERM BICYCLE PARKING SPACES no FDC FIRE DEPARTMENT CONNECTION, SEE CIVIL APARKING LOT LIGHT, SEE ELEC O -x (E) STREET LIGHT TO REMAIN FP N-1 F-1 ELECTRICAL TRANSFORMER & VAULT, SEE ELEC (N) STREET TREE, SEE LANDSCAPE + (E) STREET TREE TO REMAIN ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 kj.F4.AL�BERSON III 'l EUGENE, OREGON OF 0 UJINFOW-H ALM PROJECT # 201711-A DRAWN SHO/NP CHECKED KT/MPM DATE 08.08.2018 SHEET Al ©COPYRIGHT 2018 by TBG Architects +Planners 0 0 1/81, = 1'-0" 0 0 0 E<3 0 1/8ti = 1'-0" _o 1. ARCHITECTURAL FLOOR PLANS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. She P k WA -91t A CW CX -Ce Ac 11 s Pg Va � m Odginal Submiftal_ 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 ti J.F. ALBERSON III ELU�A'GEN , OREGON ---S 61 F 09 f�' 1311ILDING 1 CONCEPT 'FIRST FLOOR AND MEZZANINE PLANS PROJECT # 201711 -A DRAWN NP CHECKED KT/MPM DATE 08.08.2018 SHEET A2 @ COPYRIGHT 2018 by TBG Architects +Planners O O +/- 80'-0" 0 1/811 = 1'-0" 1. ARCHITECTURAL FLOOR PLANS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. 4 5 +/- 20'-0° � 3 I I A m I 10 1 Red K [01 Z W WmA � I L, 7, 1: W, A � � I I � ' I I '' � I � , I I I I � [ 5" , malm 1/811 = 1'-0" No Sk�' V WAA ew RQA\ Cx-f-e-y- 0�&Vl uc Date Received ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ti J.F. ALBERSON IIIA EUGENE, OREGON�' OF og� PROJECT # 201711-A DRAWN NP CHECKED KT/MPM DATE 08.08.2018 SHEET A3 © COPYRIGHT 2018 by TBG Architects +Planners pffiffils0whyt, ENTRY DOOR, Ono] 149-110 1501111 llll • A 4 1/8" = 1'-0" METAL ROOFING ± 24'-0" TO ROOF METAL SIDING, TYP MASONRY BASE, TYP 1. ARCHITECTURAL ELEVATIONS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. 1/8" = 1'-0" ME 2111111fim''I'll METAL ROOFING ± 24'-0",6 TO ROOF WINDOW, TYP METAL SIDING, TYP SACT 1L ROOFING 4'-0" OOF 1--wl v,A, vrw L-, 11 f vVLI\I ILmv vvvrx' I I r BUILDING 1 CONCEPT WEST ELEVATION 1/8" = 1'-0" kL SIDING, TYP tY DOOR, TYP ""CTAL ROOFING 24t 0" TO OF 1/8t# = 1'-0" 10*1114mmILMISMAamm 1 [01 1/8" = 1'-0" a T METAL ROOFING SLATTED CHAIN-LINK FENCE AND GATE AL SIDING RHEAD R, TYP ONRY BASE, METAL ROOFING SLATTED CHAIN-LINK FENCE AND GATE 115slau ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ti J.F. ALBERSON IIIA EUGENE, OREGON rYl� OF 0'9�' BUILDING 1 CONCEPT EXTERIOR • PROJECT # 201711-A DRAWN SHO/NP CHECKED KT/MPM DATE 08.08.2018 SHEET A4 © COPYRIGHT 2018 by TBG Architects +Planners +/- 24'-0",6 TO ROOF METAL ROOF, TYP METAL SIDING TYP DOOR, TYP MASONRY BA; TYP BUILDING 2 CONCEPT NORTH ELEVATION 1/811 = 1'-0" METAL SIDING, TYP WINDOW, TYP DOOR, TYP U1 Me • 1/811 = 1'-0" 1/8" = 1'-0" O BUILDING 2 CONCEPT 1/8" = 1'-0" TOO ROOF METAL ROOF, TYP METAL SIDING, TYP MASONRY BASE, TYP +/- 24'-0" TO ROOF METAL ROOF, TYP METAL SIDING, TYP MASONRY BASE, TYP METAL ROOFING _ +/- 24'-0",� TO ROOF OVERHEAD DOOR, TYP MASONRY BASE, TYP GENERAL NOTES 1. ARCHITECTURAL ELEVATIONS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. i-� C" gi (1 9-000m�--rypz. Sik� PIckn 9-aieW fZ,us� Greek- HoldA'1115 U.c. in rD 0� �q Date Received 115MI&IJ 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 ti J.F. ALBERSON III C1 --;I.EUGENE, OREGON OF Ogg PROJECT # 201711-A DRAWN NP CHECKED KT/MPM DATE 08.08.2018 SHEET A5 @C COPYRIGHT 2018 by TBG Architects +Planners PLANT SCHEDULE KEY QTY. I BOTANICAL NAME 1COMMONNAME MIN. SIZE I COMMENTS TREES ACFJ Acer x freemani€ 'Jeffersred' Autumn Blaze Maple 2" cal. Matching, limbed up to approx. 6 ft. ALR - Alnus rubra Red Alder 2" cal. Matching, limbed up to approx. 6 ft. CECF Cercis canadensis'Forest Pansy' Forest Pansy Redbud 2" cal. Single stem, B&B, matching, full CRLV - Crataegus lavallei lavalle Hawthorn 2" cal. no substitutions FRAJ Fraxinus americana'Jungingee Autumn Purple Ash 2" cal. Matching, full, B&B PYCC P rus calle ana'Chanticleer' Chanticleer Pear 121, cal. I Single stem, B&B, matching, full SHRUBS AUC - Arbutus unedo'Compacta' Strawberry Tree 5 gal matching, full BETC - Berberis thunbergii 'Crimson Pygmy' Dwarf Japanese Barberry 3 gal. matching, full COAF Comus sericea 'Farrow' Artic Fire Artic Fire Dogwood 5 gal. matching, Full COSK Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full EUAC Euonymus alata'Compacta' Burning Bush 5 gal matching, full FOG - Fothergilla gardenii Dwarf Fothergilla 3 gal. matching, full HS Hibiscus synacus Rose of Sharon 3.5' ht. matching, full MAR - Mahon€a repens Creeping Mahonia 1 gal. matching, full, 24" o.c. PEOK - Pennisetum orientale'Karley Rose' Kadey Rose Fountain Grass 1 gal. matching, full PLO - Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. matching, full RON Rosa nutkana Nootka Rose 5 gal. matching, full SPD - Spiraea douglasii Western spiraea 5 gal. matching, full SPGM - S iraea'a onica'Goldmound' Goldmound S iraea 3 gal. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full V€PT Viburnum plicaturn tomentosum Double File Viburnum 3.5' ht. matching, full GROUNDCOVERS AND PERENNIALS RFG - Rudbeckia fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. matching, full, 18" o.c. RUC - Rubus calycinoides I Creeping Raspberry 1 gal. matching, full, 24" o.c. #1 RAIN GARDEN SCHEDULE - 312 SQ. FT. (SCHEME 1) KEY JQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS GROUNDCOVERS JUP 1 312 1 Juncus patens Spreading Rush 4" pots matching, full, 12" o.c. #2 RAIN GARDEN SCHEDULE - 411 SQ. FT. (SCHEME 1) KEY JQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS GROUNDCOVERS JUP 411 Juncus patens Spreading Rush 4" pots matching, full, 12" o.c. CON �S11-t ODD \ L\'I -WPZ. J1 I gIASVk ute\c- M1 Cry off- Date Received • PROPOSED TREES PERENNIALS 0 GROUNDCOVER EXISTING TREE +E JUP (JUNCOS PATENS) SHRUBS IRRIGATION SYSTEM DESCRIPTION 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 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. 0 5 10 20 40 80 SCALE: V=20'4' DOUGHERTY � LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 I : 541.687.0625 GIST�% 279 David J. Dougherty H OREGON 4PE Ag�ti PROJECT # 201711-A DRAWN RS CHECKED DJD DATE 08.18.2018 LA� 1 O COPYRIGHT 2098 by TSG Architects =Planners CONNECTGROUNDROD'IO GROUND LUG I[JP0LEBAS'EWIIfi#6 BARE COPPER. G RO UNDING WIRE 0 tq ANCHORBOUS'IO BEGALVANM) XXFULL104GTR WTH4"BOLTPROJEC`BON AND MIN. 0F10 U1RFADS. FURNLSi-iFACH BOLTWIIH(2) HEXNUIS,(2) FIATWASHERS 1.5" CHAMFER@ 45 DEGREEANGIE 1'I—�— ASPHALT < SO IL co 0Co : ' 7 t s 24" DIA. SO NARM SEE PIANS FUR ! E 644 HOO PS I)€ STLE AND TYPE OFCONDU[r [— 1f 446 BARS 3" MIN. CIFARANCEFRO M SOILTD RFBAR i 5/8" GROUND ROD. ROUND 8' MIN. C0MMCTWMISOIf, PULE BASE DETAIL 1YPE DE3CR)P-MN MANUFACTURER LAMP VOLMG FINEH MOUNiLYG A 2X4 LED NDUMCTTROFFM PHn7PS-#2-FG-G_-431,840.4-DS-UNV(OREQUAI) IID-37.OW 120 VOLT WHILE RECESSED A -EM 2X4LED SIDIliECT7ROFFFR-EM PHELPS -#2-#D-G-_43L840-4-DSUNV-FMIFD(OR EQUAL' IED-37.OW 120 VO LT WHTIE RECESSED B 2X4 LED NDIRECTSURFACEMOUNT 70 MATCHT]PE"W WRHSURFACEMOUNTOPBON LED -37.OW 120 VO IT WHILE SURFACE EXI LED EXTPSIGN(GREEN LED) SURIUIE- #APX7G (OREQUAD IED -1.3W 120 VOLT WHILE SURFACE EM EKIERIORIFDEMERGENCYIIGHP LTIHONR- #AFN-DB(OREQUAD IID -12W 120 VOLT WHRE SURFACE F4 4'LEDS'IIWUGHr-SURFACE MOUNT CREE -#LS4-40L40K(0REQUAL IID -40W 120VOIT WHBE SURFACE F4 -EM 4'IFDSEP UGHf(EMERG.)-SURFACE CREE-#MA-40L40K-EEi4(OR EQ UAL) IED -40W 120 VO LT WHIE SURFACE J SIC. 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