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Plan, Tentative APPLICANT 12/29/2016
HYLAND BUSINESS Avvilk .,,�ITE PLAN R HYLAN D BUSINESS PARK LLC PO BOX 7867 SPRINGFIELD, OREGON 97477 PHONE (541) 726-8081 FAX (541) 741-0896 CONTACT: SHAUN HYLAND EMAIL: shaun@jhconst.com ARCH ITECT/PLANNER TSC ARCHITECTS + PLANNERS 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 97401 PHONE (541) 687-1010 FAX (541) 687-0625 CONTACT: JOHN LAWLESS EMAIL: jlawless@tbg-arch.com AM 0�0-1 M I - M��W CIVIL ENGINEERS KPFF CONSULTING ENGINEERS 1201 OAK STREET EUGENE, OREGON 97401 PHONE: (541) 6844902 CONTACT: ANNA BACKUS, PE EMAIL: anna.backus@kpff.com LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET, SUITE 305 EUGENE, OR 97401 PHONE: (541) 683-5803 FAX: (541) 683-8183 CONTACT: DAVID DOUGHERTY, ASLA EMAIL: davidd@dladesign.com ELECTRICAL NEW WAY ELECTRIC INC. 4202 W 6TH AVENUE EUGENE, OREGON 97402 PHONE: (541) 686-2365 CONTACT: JUSTIN PASLEY EMAIL: justin@newwayelectric.com F1,15 all .i A • Fib "a .. @ AT BOT BOTTOM CLR CLEAR DN DOWN (E) EXISTING ELEC ELECTRICAL HT HEIGHT (N) NEW ROW RIGHT OF WAY T.O. TOP OF TYP TYPICAL UON UNLESS OTHERWISE NOTED W/ WITH NOTE: - SEE TOPOGRAPHIC SURVEY LEGEND FOR ADDITIONAL ABBREVIATIONS - THIS LIST IS INCOMPLETE, VERIFY UNLISTED ABBREVIATIONS WITH ARCHITECT � 1 � ROOM IDENTIFICATION ROOM NAME T1 TITLE SHEET TOPOGRAPHIC SURVEY BUILDING STRUCTURE GRID — - -_.__ ._._. _ CIVIL EC1.0 EROSION & SEDIMENT CONTROL PLAN KEY NOTE C1.0 CIVIL NOTES & ABBREVIATIONS C2.0 UTILITY PLAN C3.0 GRADING PLAN C4.0 CIVIL DETAILS C4.1 CIVIL DETAILS ARCHITECTURAL A1.1 SITE PLAN A2.1 BUILDING 1 FIRST & SECOND FLOOR PLAN A2.2 BUILDING 2 FLOOR PLAN A3.1 BUILDING 1 EXTERIOR ELEVATIONS A3.2 BUILDING 2 EXTERIOR ELEVATIONS LANDSCAPE L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS N.T.S. t ELECTRICAL SITE LIGHTING PLAN BASIS OF DESIGN PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT ON 2 PARCELS INCLUDING A 2 -STORY SINGLE TENANT 13,380 SF BUILDING AND A 1 -STORY 15,100 SF MULTI -TENANT BUILDING WITH ASSOCIATED UTILITIES, PARKING, LANDSCAPING AND OTHER SITE INFRASTRUCTURE WHERE REQUIRED TO ACCOMMODATE THE NEW BUILDINGS. CONSTRUCTION TYPE: V -B, ALL BUILDINGS FULLY SPRINKLERED OCCUPANCY GROUP: B, S, AND F GROSS PROJECT AREA: 101,395 SF (2.33 ACRES) ZONING: LIGHT MEDIUM INDUSTRIAL (LMI) BUILDING CODE: 2014 OSSC ASSESSOR'S MAP &TAX LOT ASSESSOR'S MAP 17-02-31-00 TAX LOTS 36(.0 AND 3700 DEC 2 9 2016 Original Submittal"— 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 JOHN E. LAWLESS ee t/1 *ENE, EGON OF o�� TITLE SHEET PROJECT # 201618 DRAWN MPM CHECKED KGT/MPM DATE 12.28.2016 SHEET T 1 O COPYRIGHT 2016 by TBG Architects +Planners Q Q Iy Lj U n ry 0 m 476 �1 Os ` STATUS OF RECORD TITLE REPORT DATED OCTOBER 14, 2016, x REPORT NO. CT -0298366 WAS PROVIDED BY CASCADE TITLE k�h� YP BEARS x N 3 004'i E, UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS 0.28 AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES YPC EAR I 1 4 xh� I x 0 k1 • 1 ;I 'I I I xkfih OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA I I OF RECORD AS SHOWN ON JEFF PARKER SUBDIVISION. MONUMENTS 0 0 x k1 R�OCKs I k SHOWN HEREON. 4) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S , 3IDE SHARED xh16S c�I I 8 ° ►, 9 42 53 E W I d- 1 I �f ;CURB INL� 0 I k1� x L w w _ I LE.: 474.6 LE.: 475.5 RIGHT—OF—WAY OF 30TH STREET. THESE PUBLIC UTILITY EASEMENTS I a ASSESSOR' o I k�p.�1 #3600 & #3700 0 l;:'. U O I' Q \�� x I I Q < 1y O ry ti`' xh11Dr I I L') xk�p xhlp xh1�, xk19 I �• I I } I Y TAX LOT #3800 xk1��� $ry6 k1�^ `• xk1 x \% k,�°0 \ 8 18, \ 19 4 x COTTONWOOD xh k1 _. .. _477" ` STATUS OF RECORD TITLE REPORT DATED OCTOBER 14, 2016, x REPORT NO. CT -0298366 WAS PROVIDED BY CASCADE TITLE �--• \ T 2) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS W AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES YPC EAR PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE FIELD. / x 0 k1 • 1 MONUMENTS SET IN LAND PARTITION PLAT NO. 2001—P1460 AS BASIS �O kA x OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA 0 OF RECORD AS SHOWN ON JEFF PARKER SUBDIVISION. MONUMENTS 0 SHOWN AS FOUND, WERE ALL BADLY BENT, EXCEPT THE SOUTHEAST x k1 R�OCKs I k SHOWN HEREON. 4) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S , 3IDE SHARED xh16S 5) 8 ° ►, 9 42 53 E 470.59 I 6) I �f ;CURB INL� DRIVEWAY 1g� k1� x L w k~ ��Lx 1x _ AND THE 7.0 FOOT WIDE PUBLIC UTILITY EASEMENT ALONG THE WEST LE.: 474.6 LE.: 475.5 RIGHT—OF—WAY OF 30TH STREET. THESE PUBLIC UTILITY EASEMENTS I WERE DEDICATED IN LAND PARTITION PLAT NO. 2001—P1460. ASSESSOR' S MAP NO. 17-02-31-00 I k�p.�1 #3600 & #3700 PC BEAR I p \�� x I I Q < 1y ,yn ry ti`' xh11Dr I I I xk�p xhlp xh1�, xk19 ( } I Y U S \��—�—---7`77 ------------- x I O k xh�6k w LdLd I ! I Cr- z 0 � / PC BEARS 12058' W, 1 I I a'� �pyti - x t 11�g xk .. �.1 1 � i I x x l %hX' / xk I I kip, x xh� / ( e* 09° h11 x 01b, I ,t x x�p % 1s xklp�p �'� ! 20' WIDE j Ih1��° PUBLIC UTILITY x 6 EASEMENT xh K' D* (� � �x ' a7� h14�• I xh10, 0 I kp\�O r 10 I Ln xk tip l x xh10� I 00 � I 16ry1 xh k�• % h1�, `! x W I 1 11 6h I I xh 4\ xk k^1 0 LOT 2 ° 0CD ( t I 1'i'' \ I z I k11 xh11 xk TAX LOT \\ 3700 f I ow I ��-' 10' WIDE PRIVATE 10' WIDE�� xk11 1 j %1.4 WASTE WATER — PUBLIC UTILITY..' � � xhT 1 \� I I EASEMENT 1k�f EASEMENT �vv �� v� I I x %k1�. \ \ xk \) j x xk1p1 k1b* x1 \ I\ 4 0 I I - I---------------- kAq ---- ----------- --------------/------ 8' 1 2 3 5 —= ----------� / i / h1� � / — gk I k1 � ryAj h19 x — �. 1 .4 ___.__ _,. -- k10 _u. k1p % x__.. _ N 89042' 53" W 470.98' NOTES: 1) STATUS OF RECORD TITLE REPORT DATED OCTOBER 14, 2016, x REPORT NO. CT -0298366 WAS PROVIDED BY CASCADE TITLE �--• COMPANY TO ACCURATELY LOCATE ALL EASEMENTS THAT AFFECT THE SUBJECT PROPERTIES. 2) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS W AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES YPC EAR PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE FIELD. 3) PROPERTY LINES WERE ESTABLISHED BY FIRST HOLING CENTERLINE MONUMENTS SET IN LAND PARTITION PLAT NO. 2001—P1460 AS BASIS �� s 17°41' OF BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA 0 OF RECORD AS SHOWN ON JEFF PARKER SUBDIVISION. MONUMENTS 0 SHOWN AS FOUND, WERE ALL BADLY BENT, EXCEPT THE SOUTHEAST 0.221 CORNER OF LOT 1. MONUMENTS LABELED AS OUT OF POSITION ARE _- SHOWN HEREON. 4) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S ---------- SEAL IS AIGNED. 5) AS OF 10/24/16, THE GAS LINES AND UNDERGROUND TELECOMMUNICATIONS HAVE NOT BEEN LOCATED IN THE FIELD. IF THESE ARE MARKED AT A LATER DATE, THEY CAN BE ADDED TO THIS MAP IF NEEDED. 6) ALL EASEMENTS SHOWN HEREON WERE RESERVED OR DEDICATED AS PER JEFF ;CURB INL� PARKER SUBDIVISION EXCEPT FOR THE 10.0 FOOT WIDE PUBLIC UTILITY 0 EASEMENT ALONG THE WEST BOUNDARY OF LOT 2, THE 10.0 FOOT WIDE w PUBLIC UTILITY EASEMENT ALONG THE SOUTH BOUNDARY OF LOTS 1 AND 2, _ AND THE 7.0 FOOT WIDE PUBLIC UTILITY EASEMENT ALONG THE WEST LE.: 474.6 LE.: 475.5 RIGHT—OF—WAY OF 30TH STREET. THESE PUBLIC UTILITY EASEMENTS Z WERE DEDICATED IN LAND PARTITION PLAT NO. 2001—P1460. ASSESSOR' S MAP NO. 17-02-31-00 TAX LOTS #3600 & #3700 NOTES (CONTINUED): 7} LOT 1 AREAWITHIN THEL 5-10 EARTHE TIME OF RAVEL ZONE (TA WELLHEAD FACILITY PROTECTION OTZ). 8) DECLARATION AND COVENANT RECORDED JUNE 24, 1997, REEL 2308R, RECEPTION NO. 9742504, MAY AFFECT LOTS 1 & 2. 9) DECLARATION OF DEVELOPMENT RESTRICTIONS, PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS AND MAINTENANCE FOR TRACTS A AND B OF JEFF PARKER SUBDIVISION AS PLATTED AND RECORDED ON SEPTEMBER 9, 2002 RECORDED`S RECEPTION NO. 2002-069738, LANE COUNTY OREGON OFFICIAL RECORDS IN LANE COUNTY, OREGON MAY AFFECT LOTS 1 & 2. PROPERTY DESCRIPTION: LOTS 1 AND 2, JEFF PARKER SUBDIVISION, AS PLATTED AND RECORDED SEPTEMBER 9, 2002,RECEPTION NO. 2002-069738, LANE COUNTY DEEDS & RECORDS, IN LANE COUNTY, OREGON. ELEVATION DATUM 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) TAX LOT #5300 0161W wv 8 wvFH FH TAX LOT #3900 --%---- -------------------- 0e x x �--• STREET T k�', C TREE W N YPC EAR w I �. xk 50' WIDE JOINT USE &� �� s 17°41' ,' 0 ACCESS EASEMENT 0 0.221 I _- ------------- — ---------- �---- — \ 1 c ry xh1 p x 5 ;CURB INL� U 0 ,�°• xk w 0 0 _ k LE.: 474.6 LE.: 475.5 Z S 89042' 53" E 235.50 _ PC BEAR I N , w j Q < 1y ,yn ry ti`' 0.14' j I �, W CK xk�p xhlp k1�� xk19 ( } I Y I U S �° I 6" w LdLd i TREE I Cr- z 0 � k1�c, 6 1 0� ,lb x I .. ti k10 x 561 k1P'6 x 10' WIDE PUBLIC UTILITY EASEMENT x e1 '235.50' 16" WATERLINEAS PER l MARKINGS FIELD x I � t ' � 1 �� 1k •_i \ � I xk1p6 , xk10 4 i � I LOT 1 t ' i I X1111, % °9 xk � I k1 I TAX LOT x 7' WIDE #3600 PUBLIC UTILITY — •j EASEMENT xh19h x k1p1ry i I xh19a� ,I I TELECOMM -----PEDESTAL �r k19eA h1p6 �t 59 YPC BEARS S 89°43" W,� 0.12' TELEPHONE J PEDESTAL 0 1 SLB 9d D �I I e1 0 0 I p1 o 46 STREET T k�', C TREE W N w I �. 0 6„ 0 STREET TREE O 0 p1 o 46 Lri k�', C Q N w I �. 0 U 0 w 0 0 O Z 8 tiry I k1G Q < STTEREEET 3TR W F- W CK I U S �° I 6" STREET i TREE I h1 k1�c, SSMH RIM: 477.74' I.E.: 472.53' N I.E.: 472.62` ) I.E: 471.27' CURB INLET I.E.: 474.32'W) I.E.: 474.26' E) -39----- I.E.: 474.03' ®ate Received DEC 2 9 2016 gal Submittal _'&-- MONUMENTS FOUND: 5/8" IRON CONTROL POINT INFORMATION ® REBAR WITH YELLOW PLASTIC CONTROL. POINT # ELEVATION CAP (YPC) STAMPED "PLS 655" ® SANITARY SEWER MANHOLE (SSMH) CP# 1 (SET MAG SPIKE) 478.36' 9 WATER VALVE (WV) CP#2 (SET MAG NAIL) 478.57' s:e FIRE HYDRANT (FH) CP#4 (SET MAG NAIL) 478.10' ED STREET LIGHT POLE (SLP) 40 30 20 10 0 20 40 POWER POLE (PP) C3 STREET LIGHT BOX (SLB) SCALE: 1 INCH = 20 FEET -- S SANITARY SEWER LINE —SE) STORM DRAIN LINE TOPOGRAPHIC SUR VE Y --W—W— WATER LINE REGISTERED NW 1/4 SECTION 31, T 17S, R2W, W.M. PROFESSIONAL SPRINGFIELD, LANE COUNTY, OREGON —X X CHAIN LINK FENCE LAND SURVEYOR CLIENT: JOHN HYLAND CONSTRUCTION DRAWN BY: KB OREGON DATE: OCT. 24, 2016 r-1rts Surveying JULY 15, 2003 . Box 7155 KENT BAKER REVISION DATE: #59885 pringfield, Oregon 974 roe No. 2016—TOPO-03jZt RENEWS: 12-31-2017 Bus. (541) 34 [SHEET 1 OF 1 PP U W <C -'� U Ljj IN 0 M 0 to 0 0 LL Q 0 0 J n / 0 Q C) / to �CO T� Q� �M �Q to 0� I Q 0 d 0 roLh 0 0 C-0 0 LAW uivv r"IRVr"G(% 1 1 1 IIIV—. PROPERTY LINE TO BE ADJUSTED. SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 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. CONTRACTOR SHALL PREPARE HAZARDOUS MATERIAL SPILL CONTAINMENT PLAN FOR APPROVAL BY CITY OF EUGENE INSPECTOR. ALL HAZARDOUS MATERIAL, CONSTRUCTION DEBRIS AND GARBAGE SHALL BE DISPOSED OF APPROPRIATELY AT A LANDFILL. DISPOSAL MUST MEET ALL CITY OF EUGENE AND DEQ REQUIREMENTS. SITE INFORMATION & NOTES 1. SITE SOIL IS TYPE 32 - COBURG URBAN LAND COMPLEX. 2. PROJECT SITE IS LOCATED WITHIN THE 10 YEAR WELLHEAC TIME OF TRAVEL ZONE. DRINKING WATER PROTECTION PERMIT FROM SPRINGFIELD UTILITY BOARD REQUIRED. SHEET LEGEND PROPERTY LINE _....... ........ .......... EX. CONTOUR MINOR "'— —50— —'- — EX. CONTOUR MAJOR 49 - PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR ® ® ® ® EXTENT OF WORK E3 E3 COMPOST SOCK OR WATTLE AND CONSTRUCTION FENCING. PLACE AT PROPERTY LINES, UNO (SHOWN OFFSET FOR CLARITY). 44 INLET PROTECTION BIO -BAG PROTECTION IN DITCHES AND SWALES DRAINAGE FLOW DIRECTION CONCRETE WASHOUT. INSTALL 20' FROM ANY STORM FACILITY OR INLET. CONSTRUCTION ENTRANCE CUT/FILL CUT: 1,500 CY FILL: 21100 CY DEC 2 9 2016 original Submittal._i�` SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ,���Ep PRQFFS Q Qrnun.. � \13 gNTHON�/ 09 PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET EC1 0 a © COPYRIGHT 2016 by TBG Architects +Planners m Q 3 0 E i fl. 0 o r' 0 2 U i� 00 jN U i o46 1. SURVEY PROVIDED BY ROBERTS SURVEYING, INC, DATED OCTOBER 24, 2016. 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 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, INC DATED MAY 31, 2016 FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2014 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 N011FY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF SPRINGFIELD LDAP REQUIREMENTS 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. NOTIFY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE REQUIRED. 30TH ST INDUSTRIAL PARK m CIVIL SET OR SITE PLAN DECEMBER i ; 2016 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 UNLESS CONFLICT IS WITH GAS. IF CONFLICT WITH GAS OCCURS, CONTACT NORTHWEST NATURAL BEFORE PROCEEDING WITH WORK. 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. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2015 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. 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 SITE PLAN FOR PAVING LAYOUT. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. 2. SANITARY SEWER PIPING SHALL BE PVC 3034 PIPE, CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. STORM PIPING SHALL BE PVC 3034 PIPE OR HDPE PIPE, CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE OR PVC C900 PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 5. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE SCHEDULE 80 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 6. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,300 PSI AT 28 DAYS. AC ASPHALT CONCRETE OVH/OH OVERHEAD AD AREA DRAIN PA PROPERTY LINE APPROX APPROXIMATE PC POINT OF CURVATURE B BOLLARD PCC POINT OF COMPOUND CURVATURE BLDG BUILDING PCR POINT OF CURB RETURN BOW BACK OF WALK PED PEDESTRIAN BS BOTTOM OF SWALE PIV POST INDICATOR VALVE BOTTOM OF STAIR PM PARKING METER BW BOTTOM OF WALL POC POINT ON CURVE CB CATCH BASIN PP POWER POLE CL CENTERLINE PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENT CMU CONCRETE MASONRY UNIT P.U.E PUBLIC UTILITY EASEMENT CO CLEANOUT PVC POLYVINYL CHLORIDE CONC. CONCRETE PVMT PAVEMENT COTG CLEANOUT TO GRADE PVT PRIVATE CP CONTROL POINT R RIM 6 DELTA RD ROOF DRAIN D/W DRIVEWAY R.O.W RIGHT-OF-WAY DIA., 0 DIAMETER S SLOPE (FT/FT) DIP DUCTILE IRON PIPE SD STORM DRAIN E EASTING SDMH STORM DRAIN MANHOLE EXIST./EX EXISTING SHT SHEET FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER FF FINISH FLOOR ELEVATION SSMH SANITARY SEWER MANHOLE FG FINISH GRADE ST STREET FH FIRE HYDRANT STA STATION FL FLOWLINE STD STANDARD FND FOUNDATION S/W SIDEWALK G GUTTER TC TOP OF CURB GB GRADE BREAK TG TOP OF GROUND GL GAS LINE TP TOP OF PAVEMENT GV GATE VALVE TRANS. TRANSFORMER H HEIGHT TS TOP OF STAIR HCP HANDICAP PARKING SPACE TW TOP OF WALL HP HIGH POINT TOP OF WALK ID INSIDE DIAMETER TYP TYPICAL IE INVERT ELEVATION UG UNDERGROUND INV INVERT UGE UNDERGROUND ELECTRIC IRR. IRRIGATION W WATER LP LIGHT POLE W/ WITH MH MANHOLE WCR WHEEL CHAIR RAMP MIN MINIMUM WM WATER METER N NORTHING WV WATER VALVE O.D OUTSIDE DIAMETER OF OUTFALL ,�71�Li-"4 z ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS ig % Safely. Call the Oregon One -Call Center 1-800-332-2344 SHEET INDEX 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koffcom SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 C1.0 CIVIL NOTES & ABBREVIATIONS 2 C2.0 UTILITY PLAN 3 C3.0 GRADING PLAN 4 C4.0 CIVIL DETAILS 5 C4.1 CIVIL DETAILS 6 EC1.0 EROSION CONTROL PLAN St k pk(tq 4vi 2w sko u.l Pj lt,r\-d 09 a bf A"o DEC 2 9 2016 Original Submittal S/i ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFFss 1 N F F /29, 854 1 U a OREGON <0 SP 1. 13 94NTHOO EXPIRATION DATE: Ut3V2= ■AM PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C 1 ■ ©COPYRIGHT 2016 by TBG Architects +Planners ro0 �m o� 00 M � o� %10 QO 0 - o Lc.. C2 CO -8 IE 4 IN=477.19 IE 8" OUT=477.02 RD -10 RD IE=477.27 4 LF - 4"SD S=2.00% CB -1 RIM=478.29 _IE 6" OUT=476.90 (E) 90 LF - 8"SD S=O, 33% 17 RD -9 RD RD -8 RD fE=476.30 IE=476.30 4 LF - 4"SD q LF - 4"SD S=2.00% S=27.77% 4)S -DRAIN -2 RIM=478.48 IE 4" OUT=478.00 (E) S �S-DRAIN-2 IE=478.00 3 LF - 4"S S=2.00% RD-14(RD IE=477.38 �-- 4 LF - 4"SD S=2.00%--' CO -12 IE 4" IN=477.30 IE 8" OUT=477.13 FF=479.30 RD -13 RD RD -12 RD IE=477.58 IE=477.22 4 LF - 4"SD 4 LF - 4"SD� S=2.00% S=2.00% 90 LF - 8"SD S=0.76% CO -S -1 - IE 6" IN=474.93 ��E 6" OUT=474.93 CO -13' IE 6" IN=476.66 IE 8" OUT=476.58 47 LF - 6"SD CO -6 S=0.50% IE 8" IN=476.72 IE 8" OUT=476.72 46 LF - 8"SD JL JL S=0.50%- RD -7 R( D }l' 4 LF 4 4"SD. �__1 S=2.00% S-2` S IE=475.59 7 LF - 6"S S=2.48% 20 LF - 6"FP<\FP 21 LF - 2"WC RD 11 RD IE=476.70 4 LF - 4"SD S=2.00% ® F EXISTING FIRE HYDRANT 590 LF FROM HYDRANT TO 36 LF - 6"S SMH-1 SOUTHWEST CORNER OF RIM=477.50 WEST BUILDING ALONG LB S=0.50% IE 6" IN=474.75 (SW) FIRE ACCESS ROUTE ® e IE 6" OUT=474.75 (E) e _ EX-SMH 3 RIM=477.74 IE 6" IN=472.53 (W) ,_ ...... .,..- ....... ............. ......._.... w __..m_.. ....._...... ............. ............. ............. ...... .. .- ............. ............. ...... _...m. ......... ............ ............. _ .__....... ............. ............. ...... _. _ _IE 8" OUT=472.62 (N) (EX) ' I 275 LF - 6"S S=0.81% -� 9 LF - 24"SD SDMH-1 OV -2 S=1.00% RIM=481.27 i RIM=478.00 IE 12" IN=473.16 (S) IE 6" OUT=476.00 (E) 19 LF - 8"SD IE 12" OUT=473.06 (E) _ %S=3.007. '.• 211 LF - 12"SD x .....S=0.50% E . f � o SW CO -S-2 IE 6" IN=475.40 IE 6" OUT=475.32 1 67 LF - 8"SDJ S=0.50% 45' -BEND - LF - 8"SD 1.50% r 0 S=0.53% CO -4 IE 4" IN=477.06 a i� Cts -3 IE 8" IN=476.89 I IE 4" IN=477.27 d - IE 8" OUT=477.10 N 6'S� TB -2 0 0 CO -14 I U� VV IE 6" IN_476.71 I IE 8" OUT -476.71 45' -BEND -2 o W N o 29 LF - 1.25" W I 7 LF - i2"SD S=2.32v V SW A n 1 4 � o N 10 to, 0 LF ,TP I N -52 LF - 2"W n n J ch TB -31 n / CO -10 IE 8" IN=476.11 IE 8" OUT=476.11 ' 23 LF - 8"SD S=0.50% 45' -BEND -3 PROPOSED PROPERTY LINE. PROPERTY LINE TO BE ADJUSTED. EXISTING PROPERTY LINE. PROPERTY LINE TO BE ADJUSTED. SDMH-2 RIM=477.61 IE 12" IN=473.75 (W) IE 8" IN=473.75 (S) IE 12" OUT=473.71 (N) SDMH-3KRB RIM=477.92 SW IE 12" IN=472.00 (W) IE 24" OUT=471.87 {E) CO -2 --S-1 IE 4" IN=475.97 IE=476.50 IE 6" IN=475.00 49 LF - 6"S IE 8" OUT=473.56 S=5.35% 90' -BEND -2 RD RD -3 IE=476.03 RD RD -2 2 LF - 4"SD IE=475.89 S=2.83% 2 LF - 4"SD :RD)RD-1 S=2.00% IE=475.89 5 LF - 2"W W 2 LF - 4"SD S=2.00% 4 )S -DRAIN --� RIM=479.36 IE 4" OUT=476.63 (N) F RD -4 RD IE=477.31 2 LF - 4"SD S=2.00% RIM=477.00 IE 12" OUT=473.92 (E) OV -1 RIM=477.00 IE 8" OUT=474.64 (N) FF=480.00 :RDDRD-5 39 LF - 6"FP FP IE=477.29 2 LF - 4"SD S=2.00% 3 in N aff=477.1 RD-6 0 I 3 LF - 4"SD S=1.41% -i 0 X39 LF - 8"SD I 0 S=0.53% CO -4 IE 4" IN=477.06 a i� Cts -3 IE 8" IN=476.89 I IE 4" IN=477.27 d - IE 8" OUT=477.10 SDMH-2 RIM=477.61 IE 12" IN=473.75 (W) IE 8" IN=473.75 (S) IE 12" OUT=473.71 (N) SDMH-3KRB RIM=477.92 SW IE 12" IN=472.00 (W) IE 24" OUT=471.87 {E) CO -2 --S-1 IE 4" IN=475.97 IE=476.50 IE 6" IN=475.00 49 LF - 6"S IE 8" OUT=473.56 S=5.35% 90' -BEND -2 RD RD -3 IE=476.03 RD RD -2 2 LF - 4"SD IE=475.89 S=2.83% 2 LF - 4"SD :RD)RD-1 S=2.00% IE=475.89 5 LF - 2"W W 2 LF - 4"SD S=2.00% 4 )S -DRAIN --� RIM=479.36 IE 4" OUT=476.63 (N) F RD -4 RD IE=477.31 2 LF - 4"SD S=2.00% RIM=477.00 IE 12" OUT=473.92 (E) OV -1 RIM=477.00 IE 8" OUT=474.64 (N) FF=480.00 :RDDRD-5 39 LF - 6"FP FP IE=477.29 2 LF - 4"SD S=2.00% 3 in N aff=477.1 RD-6 0 I 3 LF - 4"SD S=1.41% -i 0 X39 LF - 8"SD ----- -� - - -°-- S=0.53% CO -4 IE 4" IN=477.06 a i� Cts -3 IE 8" IN=476.89 I IE 4" IN=477.27 IE 8" OUT=476.89 IE 8" OUT=477.10 6'S� TB -2 0 CO -14 61\ S 00 CD IE 6" IN_476.71 I IE 8" OUT -476.71 45' -BEND -2 o W N o 29 LF - 1.25" W � SO SRF OF -2 L 45• -BEND -1 \ n 63 O J��0 6,y\ TB -1 240 LF - 6"FP "240 LF - 2"W.........,_. ............. .............. ............. ......._ . _._ - )7 6"-DCDA-2 DCD 2" DCVA DC 5 SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www*W com 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C4.0. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 3. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 2/C4.0. 4. FLOOR OR TRENCH DRAINS AT OVERHEAD DOORS TO BE PROVIDED PER LOADING DOCK REQUIREMENTS. SEE 12), SD -CONN -1 PLUMBING PLANS. IE 24" IN=471.78 =1E 24" OUT=471.78 x KEY NOTES -- 24"SD I 2 1. CONTRACTOR TO COORDINATE AND SCHEDULE INSTALLATION OF 6" TAP, FIRE SERVICE TO PROPERTY LINE, AND DOMESTIC SERVICE TO AND INCLUDING METER WITH SPRINGFIELD UTILITY BOARD (SUB). CONFIRM DESIGN 1 AND EXACT LOCATION OF TAPS PRIOR TO INSTALLATION. 10 'SD 2. CONNECT TO EXISTING 24 -INCH STORM PIPE. ELEVATION SHOWN BASED ON FIELD EXPLORATION. 3. CONNECT TO EXISTING SANITARY SEWER STUB ADJACENT TO EXISTING MANHOLE. 4. PRIMED, TRAPPED SANITARY DRAIN FOR TRASH ENCLOSURE. 5. HEATED ABOVE -GROUND ENCLOSURE FOR BACKFLOW DEVICES TO BE DESIGNED BY CONTRACTOR AND APPROVED BY ARCHITECT. } UTILITY LABEL LEGEND 1=478.44 6" OUT=476.91 (SW) F DDC".25" DCVA %,6'DCDA-1 l� Lop � 1t�`Ck�S PZ n , vt ko �A GJ o Date Received DEC 2 9 2016 Original Submittal STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX "''- ID NUMBER (WHERE APPLICABLE) N=XXXX.XX �..,,_ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X --- STRUCTURE 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 REF. BEND BEND, USE FITTING IF APPLICABLE BWV BACKWATER VALVE 3 CB TRAPPED CATCH BASIN 4• 4 CI TRAPPED CURB INLET- co 4. CO CLEANOUT TO GRADE 4A CONN CONNECTION 6 DI DITCH INLET 4.0 FCMH FLOW CONTROL MANHOLE 4. FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT OF OUTFALL 7 OV OVERFLOW INLET a SMH 48" DIA. SANITARY MH SDMH 48" DIA. STORM DRAIN MH U SHEET LEGEND DC DOUBLE CHECK VALVE ASSEMBLY DCD DOUBLE CHECK DETECTOR ASSEMBLY /ro\ CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. FS STORMWATER FILTER STRIP 3 4. OCONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO STORM DRAIN/ROOF DRAIN. SEE RD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. SW GRASSY SWALE 2 4. OCONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. PIPE COVER < 2'. USE HDPE ASTM F-714 OR AWWA I C C906(DR 21), PVC AWWA C900/C905, OR DI (DR 21). 0 IIC PIPE COVER < 1'. USE DUCTILE IRON PIPE (DR 17). SCALE 1 INCH = 20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 P: 541.687.1010 f : 541.687.0625 otD I'ROFFsr 8548 _• r RECON 10 13,1a�� �94NTH010 EXPIRATION DATE: 12/3t*= Uj U) Vj W z W � e z > 0 W W0 W W Z (J) W <C 2:1 I_ _ 0 W �z CD >- _fyit 0 a - Z Cn z (1) PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C2mO O COPYRIGHT 2016 by TBG ArcNtects +Planners Pp 6 I WE =m E I �- o �— 0 coo % co 00 jN U / a PROPERTY LINE TO BE ADJUSTED. (478.1±) (477.9±) (478.4±) (478.5±) 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpfi`.com 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). 0 KEY NOTES M it 0 90 Z . • X_X%- GRADING SLOPE AND DIRECTION (DOWNHILL) SPOT ELEVATION. () INDICATES EXISTING GRADE TO MATCH AND VERIFY. DESCRIPTION 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 SHEET LEGEND FILTER STRIP 3 4. GRASSY SWALE 2 4. DRAINAGE FLOW DIRECTION GRADE BREAK EX. CONTOUR MINOR EX. CONTOUR MAJOR CONTOUR MINOR (FG) CONTOUR MAJOR (FG) I 1 dC Uqq -� {�Zttn- t�005io P� Lp 0f DEC 2 9 2016 Original Submittal �M SCALE 1 INCH 20 FEET N 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 P: 541.687.1010 f : 541.687.0625 Rip PROF\ heI NF��iOy 1A��F9se �. t3 ����\��� gNTHON� EXPIRATION DATE: 12/31/2M PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C3mO ©COPYRIGHT 2016 by TBG Architects +Planners MAX. WATER - DEPTH i- - -Q IE=SEE PLAN • OVERFLOW INLET. SEE NOTE 1. RIM=SEE PLAN 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 SCALE: NTS WE I HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND MECHANICAL PLUG COVER TO FINISHED NTH GASKET GRADE IN PAVED AREAS RISER O.D. )/2/CASTIRON FRAME AC PVMT OR CONC. PAVING -\ + " MIN. SET IN CONCRETE OR OTHER SURFACING \ z/ 2" MIN. T_ 7- 6" MIN Jorx. aG 4" MIN f 1" MAX. . .......... #4 HOOP CENTERED IN 3000 J, Psi CONCRETE PAD. KG :a tti3 ........... . -PROVIDE Y4" MIN. CLEARANCE FOR CONCRETE PAD AND RISER PIPE 11 f) RISER PIPE TRENCH BACKFILL der I> rx INSTALL PLUG WITH GASKET IF END OF LINE CONNECTION 0'* IF REQUIRED 14, BEDDING MATERIAL NOTES 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. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS 4" PERF. PIPE INLET RIM=SEE PLAN 7"-9" CLEAN ANGULAR ROCK BOTTOM SEE PLAN N OF BASIN. 4" PERF. PIPE INLET WHERE SHOWN ON PLANS 0- 0 00V) V_ -24"- INLET FRAME & GRATING. SEE NOTE SEE PLAN FOR SI ZE FINISH GRADE FRAME TO MATCH SIDE SLOPE. FRAME AND GRATE MUST BE FLUSH WITH SIDE SLOPE. IE PER PLAN STEEL BASIN BY GIBSON OR APPROVED EQUAL. 6" 6" BASE MATERIAL NOTE 1. GRATING AND FRAME SHALL BE GALVANIZED STEEL MEDIUM DUTY. FRAME MUST MATCH AND BE INSTALLED FLUSH WITH SIDE SLOPE. DITCH INLET SCALE: NTS HEAVY DUTY 28" MIN 6" MSQ. TRAFFIC GRATE. TY PIN. RIM=PER PLAN . r R 11 i! I! R H 611 7, GREASE TRAP W/ r HINGED LID 6" 24" MIN. 24 SQUARE r - CONCRETE COLLAR. 3000 PSI CONCRETE OMIT IN NON -TRAFFIC AREAS OR WHERE CONFLICTS WITH CURB -#4 REBAR LOOP -PAVEMENT 12" MIN. RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING AC SAWCUT- PAVEMENT LINE PIPE SIZE TEE PER PLAN o PLUGGED 0 ON RUN z TEE, CL i - -IE PER 2 r WYE, PLAN 0 to z NOTE 2 1`0 FITTING PLUG, U) 45* 22)j- 11Y4 SIZE U_ ENGINEERED FILL BEND BEND BEND 4 1.0 1.4 1.9 1.4 1.0 6 45* BEND 3.0 4.3 3.0 1.6 1.0 rx err 81 lo, wi 3.8 5.3 1 7.6 INSTALL PLUG WITH GASKET IF END OF LINE CONNECTION 0'* IF REQUIRED 14, BEDDING MATERIAL NOTES 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. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS 4" PERF. PIPE INLET RIM=SEE PLAN 7"-9" CLEAN ANGULAR ROCK BOTTOM SEE PLAN N OF BASIN. 4" PERF. PIPE INLET WHERE SHOWN ON PLANS 0- 0 00V) V_ -24"- INLET FRAME & GRATING. SEE NOTE SEE PLAN FOR SI ZE FINISH GRADE FRAME TO MATCH SIDE SLOPE. FRAME AND GRATE MUST BE FLUSH WITH SIDE SLOPE. IE PER PLAN STEEL BASIN BY GIBSON OR APPROVED EQUAL. 6" 6" BASE MATERIAL NOTE 1. GRATING AND FRAME SHALL BE GALVANIZED STEEL MEDIUM DUTY. FRAME MUST MATCH AND BE INSTALLED FLUSH WITH SIDE SLOPE. DITCH INLET SCALE: NTS HEAVY DUTY 28" MIN 6" MSQ. TRAFFIC GRATE. TY PIN. RIM=PER PLAN . r R 11 i! I! R H 611 7, GREASE TRAP W/ r HINGED LID 6" 24" MIN. 24 SQUARE r - CONCRETE COLLAR. 3000 PSI CONCRETE OMIT IN NON -TRAFFIC AREAS OR WHERE CONFLICTS WITH CURB -#4 REBAR LOOP -PAVEMENT 12" MIN. RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING AC SAWCUT- PAVEMENT LINE SECTION NOTES• 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN SCALE: NTS 6" GUTTERCURB PLAN CONCRETE COLLAR. 3000 PSI CONCRETE, SLOPE J" TO RIM r -HEAVY DUTY 28" MIN #4 REBAR LOOP PIPE TO OUTFALL, SEE PLAN IE (OUT) PER PLAN NOTE 2 Z It NOTES - 24" C14 1. CONTRACTOR TO WIDEN EXCAVATION AS SQUARE REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 10 GAUGE STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON SECTION A STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN AT CURB SCALE: NTS 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541,684.4902 F: 541.684.4909 www.koff.com PAVED' UNPAVED AREAS AREAS DETECTABLE WARNING TAPE _j N > 12Iib< P, \. as U_ z V) z x Z LLI F- -< 0- U_ > V) U) < 01, m ,t jam` �` a ��\j \/� , Uj _j zI, 1, -1 'TRACER WIRE WX/ N < Z 12"Uj 0 X. Uj 0, > 0 m N// 'x t Z D/2 Z U-1 o j m SCALE: NTS EACH AREA IS Jai OF X" PLYWOOD TABULATED TOTAL OVER FACE OF AREA BOLTS M .`r.. . . . . . z x,�KW "N< \ �mn TEE PLUGGED CROSS ME PLUG OR CAP fi BEND PLUGGED CROSS TEE 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. 5 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCK IN SQUARE FOOT PIPE SIZE TEE PER PLAN o PLUGGED 0 ON RUN z TEE, CL i - -IE PER 2 r WYE, PLAN 0 to z NOTE 2 1`0 FITTING PLUG, U) 45* 22)j- 11Y4 SIZE U_ ENGINEERED FILL BEND SECTION NOTES• 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN SCALE: NTS 6" GUTTERCURB PLAN CONCRETE COLLAR. 3000 PSI CONCRETE, SLOPE J" TO RIM r -HEAVY DUTY 28" MIN #4 REBAR LOOP PIPE TO OUTFALL, SEE PLAN IE (OUT) PER PLAN NOTE 2 Z It NOTES - 24" C14 1. CONTRACTOR TO WIDEN EXCAVATION AS SQUARE REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 10 GAUGE STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON SECTION A STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN AT CURB SCALE: NTS 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541,684.4902 F: 541.684.4909 www.koff.com PAVED' UNPAVED AREAS AREAS DETECTABLE WARNING TAPE _j N > 12Iib< P, \. as U_ z V) z x Z LLI F- -< 0- U_ > V) U) < 01, m ,t jam` �` a ��\j \/� , Uj _j zI, 1, -1 'TRACER WIRE WX/ N < Z 12"Uj 0 X. Uj 0, > 0 m N// 'x t Z D/2 Z U-1 o j m SCALE: NTS EACH AREA IS Jai OF X" PLYWOOD TABULATED TOTAL OVER FACE OF AREA BOLTS M .`r.. . . . . . z x,�KW "N< \ �mn TEE PLUGGED CROSS ME PLUG OR CAP fi BEND PLUGGED CROSS TEE 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. 5 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCK IN SQUARE FOOT NOTE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). ---'\ THRUST BLOCK SCALE: NTS X71 cop Tq zAAo- vo-A CIA) bf Date Received DEC 2 9 20315 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687. 1010 f 541.687.0625 �tiR-D PROFESS X z I IN • 8 ORECON r- .13 4NTH6 EXPIRATION DATE: IZ13V2= j W% V 01 do ^ vo; W z f% Wz V 0; z > 0 0%0% W W 0 LU 0� W W Z 0 U) Z < W o Q0.MLL 0 W z cc = CI3 0 z (1) PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C400 COPYRIGHT 2016 by TBG Architects +Planners TEE PLUGGED ON RUN TEE, 90* WYE, BEND FITTING PLUG, PLUGGED 45* 22)j- 11Y4 SIZE OR CAP CROSS Al A2 BEND BEND BEND 4 1.0 1.4 1.9 1.4 1.0 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 1 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 NOTE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). ---'\ THRUST BLOCK SCALE: NTS X71 cop Tq zAAo- vo-A CIA) bf Date Received DEC 2 9 20315 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687. 1010 f 541.687.0625 �tiR-D PROFESS X z I IN • 8 ORECON r- .13 4NTH6 EXPIRATION DATE: IZ13V2= j W% V 01 do ^ vo; W z f% Wz V 0; z > 0 0%0% W W 0 LU 0� W W Z 0 U) Z < W o Q0.MLL 0 W z cc = CI3 0 z (1) PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C400 COPYRIGHT 2016 by TBG Architects +Planners �A 0 A N m vQ /a 41 U �� y. O� Q� � N /C\, 0 U LF_ arLd 04 MANHOLE FRAME AND COVER AS SPECIFIED 26" MAX. 2531- LADDER 5"-LADDER RUNGS, w 12" OC, TYP. > T GROUT FRAME, TYP. /- FINISH GRADE 36" 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www. kpff. com GRADE RINGS 3" MIN. 12" MAX. PRECAST SECTIONS, HEIGHT VARIES. SEE NOTE 1. MANHOLE BASE. SEE NOTE 2 NOTE 3 X" BASE ROCK NOTES: 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. STANDARD MANHOLE SCALE: NTS SWALE SECTION O KEYNOTES SUB -GRADE 1. 12" GROWING MEDIUM, SEE SPECS. SUBMIT 2 GALLON SAMPLE TO ENGINEER PRIOR TO INSTALLATION. 2. 3" CHOKING LAYER PER SPECIFICATIONS 3. GRASSY PLANTINGS. SEE LANDSCAPE PLANS. 4. 6" DRAINAGE FILL FOR EXTENT OF FACILITY. 5. PERFORATED PIPE, WHERE SHOWN ON PLANS. TYP. GRASSY SWALE SCALE: NTS CI1P%C !%C* A4-PMLIAI T MAILnkl^ FILTER STRIP SECTION O KEY NOTES 1. 12" GROWING MEDIUM, SEE SPECS. SUBMIT 2 GALLON SAMPLE TO ENGINEER PRIOR TO INSTALLATION. 2. PLANTINGS. SEE LANDSCAPE PLANS. 3. DRAINAGE FILL AT EDGE OF PAVEMENT FOR EXTENT OF FACILITY. TYP. FILTER STRIP SCALE: NTS DEC 2 9 216116 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 D PROFESS �V\5 G 1 N F /Oy9 854$ l .o yORECON Q 4ANT H0 �\~ EXPIRATION DATE: �/3t/zOiB CIVIL DETAILS PROJECT # 201618 DRAWN AF/LH/AB CHECKED PM/AB DATE 12.28.2016 SHEET C401 �C COPYRIGHT 2016 by TBG Architects +Planners TYP END SPACE 6'-0--- " - n TYP BICYCLE SPACE TYP CLR 1 o CL }}W iv h- U a- W TYP HITCHING POST OR STAPLE RACK PER SDC FIGURE 4.6-8 TYP SPACE BIW HOOPS (E) ADJACENT SITE TO REMAIN - NO CHANGES PROPOSED TAX LOT 3800 EDGE OF DRIVE AISLE EDGE OF DRIVE AISLE ASPHALT PAVING x� ASPHALT PAVING TAX LOT 3900 z � z w 1 w TAX LOT 3800 - I � 4 I I- jI I i VEHICLE PARKING (TAX LOT 3600) PROPOSED DEVELOPMENT to SUBMITTAL. 15,100 SF (27.1%) TOTAL ASPHALT/PARKING AREAIDR€VE AISLE AREA Lli TOTAL SIDEWALK/PAVEMENT AREA - MIN ` MIN C Q VEHICLE PARKING (TAX LOT 3700) o . SECONDARY OFFICE USE TOTAL PERVIOUS AREA I + TOTAL LANDSCAPE AREA 1: 300 SF GROSS FLOOR AREA tC) VEHICLE PARKING SPACES REQUIRED SDC TABLE 4.6-2 ( ) z 20 SPACES SECONDARY OFFICE USE INDUSTRIAL MANUFACTURING & ASSEMBLY USE 7P�E'i 1: 500 SF GROSS FLOOR AREA I r F - W2 W° �W W HJ J U) 0 0 F- 0 C) 2 CY) (+/-)34'-0" PAVEMENT WIDTH 48'-7" ROW -(N) STREET TREE, SEELANDSCAPE (E) CURB & GUTTER TO REMAIN, TYP i (E) WALKWAY TO REMAIN, TYP STORMWATER SWALE, , _ _ -� Q`'� TYP, SEE CIVIL 5 J, CLR MIN TAX LOT 3600 TAX LOT 3700 TYP TAX LOf T 3700 v . V V . 20'-0" 9 TYP r T T L \ STORMWATER SWALE, �, 3 v TYP, SEE CIVIL J I l i 10 _ . . . . . . . (N) UTILITY VAULTS j _ I ! - - - - - ' - v v . _ L ; . W _v - -= --� - - - - -- - - -}- ; &EQUIPMENTS, s � 3� V SEE CIVIL W v _ W . . . _ - . - W W - - - - W f .. i� ._x _ - x.-�_ x� w-� x, x -� x _ x _ x _ X _ X - - J� -.. .. .. .. ., wx x x x x x x `x z it x -max L� x- x-- x- x- x- x x x x x x - 235.48' N 89°42'53" W 470.98' 235.50' x (E}TEL �f TYP BICYCLE TAX LOT 5300 (E) FENCE TO BE RELOCATED AS ED N PARING TO MEET LANDSCAPE REQUIREMENTS f ' 2 A1.1 1/4"=1'-0" PAKKI'NL'GC LCU LAT I OIN NOTE: EXACT TENANT USES HAVE NOT YET BEEN DETERMINED. TENANT USES AND ASSOCIATES VEHICLE PARKING (TAX LOT 3600) PROPOSED DEVELOPMENT REQUIRED PARKING WILL BE CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. 15,100 SF (27.1%) TOTAL ASPHALT/PARKING AREAIDR€VE AISLE AREA 32,065 SF (57.5%) TOTAL SIDEWALK/PAVEMENT AREA VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) TOTAL TRASH ENCLOSURE AREA VEHICLE PARKING (TAX LOT 3700) TOTAL IMPERVIOUS AREA SECONDARY OFFICE USE TOTAL PERVIOUS AREA TOTAL LANDSCAPE AREA 1: 300 SF GROSS FLOOR AREA VEHICLE PARKING SPACES REQUIRED SDC TABLE 4.6-2 ( ) 5,880 SF (300 20 SPACES SECONDARY OFFICE USE INDUSTRIAL MANUFACTURING & ASSEMBLY USE 1: 300 SF GROSS FLOOR AREA 1: 500 SF GROSS FLOOR AREA 3,000 SF 1300 10 SPACES 2,500 SF / 5000 5 SPACES INDUSTRIAL MANUFACTURING & ASSEMBLY USE INDUSTRIAL WAREHOUSING USE 1: 500 SF GROSS FLOOR AREA 1:1,000 SF GROSS FLOOR AREA 3,000 SF / 5000 6 SPACES 5,000 SF / 1,000 5 SPACES INDUSTRIAL WAREHOUSING USE TOTAL VEHICLE PARKING SPACES REQUIRED 30 SPACES 1: 1,000 SF GROSS FLOOR AREA 12,000 SF / 1,000 12 SPACES TOTAL VEHICLE PARKING PROPOSED 30 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED 28 SPACES STANDARD (9'-0" X 18'-0" INCLUDE 2'-0" BUMPER OVERHANG) 25 SPACES PARALLEL (91-0"X 20'-0") 3 SPACES TOTAL VEHICLE PARKING PROPOSED 35 SPACES ACCESSIBLE (9'-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 2 SPACES STANDARD (9'-U'X 18'-0" INCLUDE 2'-0" BUMPER OVERHANG) 33 SPACES ACCESSIBLE (9'-0" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 2 SPACES TOTAL PARKING LOT AREA 12,715 SF BICYCLE PARKING TAX LOT 3700 5% INTERIOR PARKING LOT LANDSCAPING REQUIRED 636 SF (5%) INTERIOR PARKING LOT LANDSCAPING PROPOSED 864 SF (7%) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) BICYCLE PARKING (TAX LOT 3600) SECONDARY OFFICE USE 1 : 3,000 SF GROSS FLOOR AREA BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) 3,000 SF / 3,000 SECONDARY OFFICE USE 75% SHORT TERM 1 SPACES 1 : 3,000 SF GROSS FLOOR AREA 25% LONG TERM 1 SPACES 5,880 SF / 3,000 INDUSTRIAL USE (INCLUDING WAREHOUSING) 75% SHORT TERM 1 SPACES 1 : 3,000 SF GROSS FLOOR AREA 25% LONG TERM 1 SPACES 15,000 SF / 3,000 INDUSTRIAL USE (INCLUDING WAREHOUSING) 75% SHORT TERM 4 SPACES 1 : 3,000 SF GROSS FLOOR AREA 25% LONG TERM 2 SPACES 7,500 SF / 3,000 TOTAL BICYCLE PARKING SPACES REQUIRED 8 SPACES 75% SHORT TERM 2 SPACES SHORT TERM SPACES REQUIRED 5 SPACES 25% LONG TERM 1 SPACES LONG TERM SPACES REQUIRED 3 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES SHORT TERM SPACES REQUIRED 3 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED LONG TERM SPACES REQUIRED 2 SPACES SHORT TERM SPACES PROPOSED 6 SPACES LONG TERM SPACES PROPOSED 3 MIN SPACES TOTAL BICYCLE PARKING SPACES PROPOSED SHORT TERM SPACES PROPOSED 4 SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED INSIDE INDIVIDUAL TENANT SPACES LONG TERM SPACES PROPOSED 2 SPACES IN A SECURE LOCATION IDENTIFIED AT THE TIME OF TENANT INFILL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.6-145-150. THE TENANTS WILL BE MADE AWARE THAT LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED IN THE WAREHOUSE AREA IN STANDARDS MUST BE MET PRIOR TO OCCUPANCY. BUILDING 1 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. TOTAL SITE AREA TAX LOT 3700 1.28 ACRES OR 4555,800 SF PROPOSED DEVELOPMENT YARD SETBACK. TOTAL BUILDING ROOF AREA 15,100 SF (27.1%) TOTAL ASPHALT/PARKING AREAIDR€VE AISLE AREA 32,065 SF (57.5%) TOTAL SIDEWALK/PAVEMENT AREA 3,683 SF (6.6%) TOTAL TRASH ENCLOSURE AREA 143 SF (0.30%) TOTAL IMPERVIOUS AREA 50,991 SF (91.5%) TOTAL PERVIOUS AREA TOTAL LANDSCAPE AREA 4,809 SF (8.5%) TOTAL SITE AREA TAX LOT 3600 1.04 ACRES OR 45,417 SF PROPOSED DEVELOPMENT YARD SETBACK. TOTAL BUILDING ROOF AREA 10,000 SF (22.0%) TOTAL ASPHALT/PARKING AREAIDRIVE AISLE AREA 23,866 SF (52.6%) TOTAL SIDEWALKIPAVEMENT AREA 1,624 SF (3.8%) TOTAL TRASH ENCLOSURE AREA 143 SF (0.3%) TOTAL IMPERVIOUS AREA 35,633 SF (78.7%) TOTAL PERVIOUS AREA TOTAL LANDSCAPE AREA 9,784 SF (21.3%) OSDC 3.2420 5'-0" MIN. PARKING AND DRIVEWAY FRONT YARD SETBACK. OSDC 3.2-420 5'-0" MIN INTERIOR AND REAR YARD PARKING, DRIVEWAY AND OUTDOOR STORAGE SETBACK. SDC 4.4-105(F)(2) 5% INTERIOR PARKING LOT LANDSCAPING 1 SITE PLAN A1.1 1n = 20'-0" LEGEND 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE SUBMITTED NEW BUILDING FOOTPRINT UNDER A SEPARATE PERMIT AND PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 4. REFERENCE CIVIL PLANS, FOR 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 ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 6. IN COMPLIANCE WITH SDC 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 8. AT LEAST T-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. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS. 12. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. Low PROPERTY LINE UTILITY EASEMENT BOUNDARY LINE, SEE CIVIL (E) EWEB POWER POLE, SEE CIVIL LANDSCAPE AREA, SEE LANDSCAPE ON-SITE PEDESTRIAN CROSSWALK STRIPING CONCRETE WALKWAYS (2) SHORT TERM BICYCLE PARKING SPACES ADA PARKING STALL & RAMP COMPLETE WITH PAINTED SYMBOL & STRIPING & SIGN PARKING LOT POLE LIGHTING (20'-0" HEIGHT, TYP) �} FN FIRE HYDRANT, SEE CIVIL f �J QIPZ-t 4 - o00( -c• i` . `�• s�i-e P (ate �tn`�t,/w • v (E) TREE TO REMAIN • (E) STREET TREE TO BE REMOVED (N) STREET TREE ®ate Received DEC 2 9 2015 Original Submibl M_ ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 WGENE: WLESS •e REGON OF W11410 I'm PROJECT # 201618 DRAWN JM / MPM CHECKED KGT/MPM DATE 12.28.2016 SHEET Al 1 ■ Q COPYRIGHT 2016 by TBG Architects +Planners BUILDING 1 SECOND FLOOR 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. G F E D C g QA r i TOOL R ROOM SHOP OFFICE ELEC 11 WAREHOUSE F � 1 OVERHEAD DOOR DOOR, TYP ABOVE SHOWN DASHED ! OFFICE STORAGE OFFICE Um OFFICE OFFICE OFFICE r -- OFFICE n % OFFICE 10019110INXMI21 !• 1/811 = 1'-0"4N OFFICE OFFICE RECEPTION OFFICE i PLANIN Ft�e CION No -mu- o005 b S"vfc-� Pl-r\ (zw\ew i0 of 110 r_o 0 W Date DEC' 2015 a m ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 `'j[ ti WHE. LESS ,GON OF O01 PROJECT # 201618 DRAWN JM / MPM CHECKED KGT/MPM DATE 12.28.2016 SHEET A201 ©COPYRIGHT 2016 by TBG Architects +Planners F E D C B I i � 151'-0" I ` ! i I G I r I ' t I I Il RECYCLING I I I I I I I I I I l i I I I 1 1 1 i OFFICE ;�; OFFICE ` I I I I !' OFFICE (! I I I I! OFFICE �; OFFICE I I !�! I 1 297 SF '�' 297 SF i I I " I I ! 297 SF " 297 SF I 1 I I !' 301 SF I I I I I ;7 !! I I (1 I I !! I I LI I I !7 �I TOILET' II TOILET TOILET` 'TOILET TOILET` TT UTILITY iii UTILITY I'I UTILITY UTILITY i UTILITY 1! ! ! POSSIBLE TENANT SPACE 1 I ill !Il Ili Vl { II li ii 11 it Ii kl 11 I POSSIBLE TENANT SPACE 2 POSSIBLE TENANT SPACE 3 iii I !I i I Ii !I POSSIBLE TENANT SPACE 4 ��� POSSIBLE TENANT SPACE 5 1,455 SF f; l 1,452 SF 1,452 SIF 1,452 SF 1,385SF t�l li! 1 c i'i I�'s 1 I l;s rlk ---------------SII 1 1 1 r --------------- I I{! ISI yi ! I III i I !1 1 I ii Il! 1'1 !�1 �, OFFICE POSSIBLE TENANT SPACE 6 ill 1 POSSIBLE TENANT SPACE 7 I Ili ' POSSIBLE TENANT SPACE 8 11i POSSIBLE TENANT SPACE 9 POSSIBLE TENANT SPACE 10 1,455 SF I'; II l�i I 1,452 SF 1,452 SIF If ! I Iil II !! I{ 1 '! 1,452 SF Ili it II 1,385SF UTILITY UTILITY 11 UTILITY ,� UTILITY 11 UTILITY _ __ __ . TOILET,` ! �TOILET ! { TOILET,' TOILET " � ! ! � { l r , , I I , TOILET,` 71 OVERHEAD DOOR ABOVE DOOR, TYP SHOWN DASHED, TYP I BUILDING 2 FLOOR PLAN 1/8" = 1'-0" 0 pi 0 Z ?-A k3 0 1 NO m 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. F�- Uvv `V, 9 24 (0 - Skr�� k�jt P9 t1 of �b DEC 2 9 2016 0691nal Submittal __Lp,— ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ` �C W LESS,Go V ?� OF 0- Io w I PROJECT # 201618 DRAWN JM CHECKED KGT/MPM DATE 12.28.2016 SHEET A2m2 © COPYRIGHT 2016 by TBG Architects +Planners !! !! II !! !! sl II !! l --------------- I.; �{ lr--------------- 1 I! ---------------SII 1 1 1 r --------------- I ---------------SII I! I I' OFFICE �, OFFICE ; I I (, 1 1 1 ' OFFICE ,i I OFFICE I I { I it �I I 1 , , OFFICE 297 SF �' 297 SIF! I ! ! I ! { 297 SF 71! 297 SF I I (' I I ' 301 SF 1 E II i E 111 i! I 1 I I °t I OVERHEAD DOOR ABOVE DOOR, TYP SHOWN DASHED, TYP I BUILDING 2 FLOOR PLAN 1/8" = 1'-0" 0 pi 0 Z ?-A k3 0 1 NO m 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. F�- Uvv `V, 9 24 (0 - Skr�� k�jt P9 t1 of �b DEC 2 9 2016 0691nal Submittal __Lp,— ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ` �C W LESS,Go V ?� OF 0- Io w I PROJECT # 201618 DRAWN JM CHECKED KGT/MPM DATE 12.28.2016 SHEET A2m2 © COPYRIGHT 2016 by TBG Architects +Planners BUILDING 1 NORTH A • 1/8"=1'-0" ®)__ C METAL ROOF, TYP T.O. SLAB 7T--- All' ; DOOR, TYP — —� OVERHEAD DOOR, TYP ;, 9-114 011 mg m &10110191 1/8"=11-01$ 5 4 3 2 1 26'-0" T.O. PARAPET CANOPY /i 1 0-011111911 o AL .8=1 I &I I 1/8"=1'-0" 0 LIGHT FIXTURE, TYP mH VCRETE ALUMINUM STOREFRONT SYSTEM,TYP PAINTED TILT -UP CONCRETE PANEL, TYP GENERAL NOTES 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOW CONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT 'rHE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. LIGHT FIXTURE, TYP PAINTED TILT -UP CONCRETE PANEL, TYP FA �_ Cog Ti PIA Lp- 0005 6 S�� PEa� i2e�tew Skt�,t ct� E 0, (\-d P 0 (0 Date Received DEC 2 9 2015 original Submitial—Ma 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 �` 1D ti tth E. LESS a tA� ENE, OREGON., OF 0 BUILDING EXTERIOR ELEVATIONS PROJECT # 201618 DRAWN JM / MPM CHECKED KGT/MPM DATE 12.28.2016 SHEET A3m 1 @ COPYRIGHT 2016 by TBG Architects +Planners 1/8"=11-011 a 3 BUILDING 2 EXTERIOR ELEVATIONS IZ910I" 1/8"=1'-0" K ALUMINUM STOREFRONT SYSTEM,TYP LIGHT FIXTURE, TYP —�-- PAINTED TILT -UP CONCRETE PANEL, TYP 1 1/8"=1'-0" T.O. T.( r *11061 IL CA )REFRONT IP CONCRETE OR, TYP )REFRONT i 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. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. LnvvC-R POSTS AND METAL ROOF BUILDINGELEVATION 1/8"=1'-0" T�� V" Stye Qtarl 2QViCAJ Ska. FbjC pi 1.3 6 � l lv ®ate Received DEC 2 9 2015 Original SubmittaljQ± ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 WGENE*,. LESS +-3 GON OF PROJECT # 201618 DRAWN JM CHECKED KGT/MPM DATE 12.28.2016 SHEET A3m2 © COPYRIGHT 2016 by TBG Architects +Planners PROPERTY LINE TO BE ADJUSTED ` LAND50APE REMIREMENT5 IRR &&TION 5Y5TEM REaLlIPEMENT5 A. 501L PREPARATION: AT PLANT BEDS 1. FINISHED ELEVATION OF 5UB-6RADE TO BE A 12" MiNIMUM BELOW FIN15HED GRADE AT PLANT BEDS AND 24" MIN. AT PARKING ISLANDS. 2. TILL BU56RADE THOROUGHLY TO A DEPTH OF 5" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE IMPORTED SANDY LOAM TOP501L OVER TILLED 5UB6RADE TO MEET FINISHED GRADE (SEE DETAILS). ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 1-55. PER 1000 5Q. FT. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 5" MINIMUM. 4. PROVIDE 5" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BED5. AT 5TORMWATER FACILITIES (6RA55Y 5WALE5 AND FILTER STRIPS) 1. PLACE 5" MINIMUM OF SANDY LOAM TOPSOIL TiLLED OVER 5U5 -GRADE. ADD 2" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 L55. PER 1000 50. FT. ROTO -TILL AMENDMENTS AND TOP5OIL TO A DEPTH OF 5" MINIMUM. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT 51ZE5 INDICATED. 2. PLANT 5U55TITUTION5 TO BE APPROVED BY LANDSCAPE ARCHITECT. 5.PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G. SEEDING AT 5TORMWATER FACILITIES (GRASSY 5WALE5) 1. HYDR05EED OR TERRA5EED WITH 5TREAMBANK SEED MIXTURE BY 5UNMARK 5EED5 INTERNATIONAL. HYDR05EED MIXTURE SHALL BE WMP05W OF TACIGIFIER AND HYDROMULGH MIX TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO APPLICATION. APPLY SEED MIX AT RATE ACCORDING TO MANUFACTURERS SPECIFICATIONS. 5UNMARIG 5TREAMBANK MIX SPECS: BOTANICAL NAME COMMON NAME % BY WEIGHT PL5 L55. NEEDED ELYMU5 6LAUCU5 BLUE WILDRYE 60.00010 26.0 FE5TUCA RUBRA RUBRA NATIVE RED FESCUE 50.00% 13.0 BROMUS CAR.NATIU5 CALIFORNIA BROME 10.00% 4.3 5EEDIN6 RATE: 1 PL5 L55. PER 1000 5Q FT 1. AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL AREAS OF LANDSCAPE IMPROVEMENTS. 2.5Y5TEM WILL PROVIDE HEAD TO HEAD COVERAGE AND SEPARATE ZONES FOR DIFFERENT 50LAR ORIENTATIONS. HEAD LAYOUT WILL MINIMIZE OVER5PRAY ONTO PAVED SURFACES. 3. THE MAINLINE WILL HAVE MANUAL DRAIN VALVES. PLANTING LEGEND • DECIDUOUS TREES CONIFEROUS TREES 0 EX. TREE TO REMAIN o EX. STREET TREE J TO BE REMOVED 3 SHRUBS 3 �, Agorzgal FILTER STRIP PLANTING CAREX OBNUPTA 5TORMWATER SEED MIX + (SEE LANDSCAPE REQUIREMENTS FOR SEED MIX) MULCH PLANT 50HEI%LE TREES QTY BOTANICAL NAME / COMMON NAME 517E GI3�. 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 www.DLAdesign.com N cvpy NpA (p - 00,015(or6 tA.6 ft&jr,- X4-0 skwkl "t4 N 1q 0- Ila QrmApaC4 ACF.J 21 Acer x freemanli 'Jeffsred/ Autumn Blaze Maple 2" cal. Matching, limbed up to ap rox. 6 ft ALRH 12 Alnus rhombifolia / White Alder 2" cal. Matching PRS I Prunus sargentii / Sargent Cherry 2" cal. single stem, BAB, matching, full TIG 7 Tilio cordata 'ereensp fro'/ Greens ire Linden 2" cal. Matching, limbed up to approx. 6 ft. GUL 15 Ix Cv ressocyporis leylandii / Le londl G ress 5' ht. Patching, full, BAB SHRUBS QTY BOTANICAL NAME / COMMON NAME 4;17F ppm.&Vl« AUG 25 Arbutus unedo 'Compacta'/ Dwarf 5trawberr Tree 5901 Motchincl, full C05K 67 Cornus sericeo 'Keiseyl' / Dwarf Redtwig Dogwood 2901 Matching, full EUAC 106 Euonymus olotus 'Com octus' / Burning Bush 5901 Matching, full NADL 42 Nandina domestics 'Lemon Hill'/ Lemon Hill Nandina 2901 Matching, full PLO 80 Prunus laurocerosus 'Otto Lu ken' / Otto Luyken English Laurel 5 gal Matching, full VID 615 Viburnum davidii / David Viburnum 5901 Matching, full YiP 10 Viburnum p1lootum tomentosum / Doublefile Viburnum 3' ht. matching, full VIT 15 Viburnum tinvs '5pring Bouquet' / Spring Bouquet Viburnum 5901 matchin , full GROUND COVERS QTY BOTANICAL NAME / COMMON NAME SIZE SPA<,INr� RFMARIC4 GAO 1257 Carex obnupta / Slough Sedge B.R. plugs 12" ox.. RUG 1551 JRubus colycinoides / Rubus 4"pot 15" o.c. IMatching, full 0 5 10 20 40 80 SCALE: V=20'4' DEC 2 9 2013 NORTH ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Orogo € 974€3 g: 541.087.1010 f: 5,11.587.0825 x Z LJ �EENN LLIM 'Wonanwal LLJ MEMMEW LLa # LIJ 0 \� LIJ a (if 0 tr M .QST Off" 0 T,,- n. 0 t LLa IL 9 00p 0 Z Z FIs9 279 N David J. Dougherty< OREGON � OB Age PROJECT 20118 DRAWN CHECKED CH/DJD DATE 11.25.2016 SHEET Oti �nsC:: Ll ect>+PPanne S FIN15H GRADE 10" ROUND VALVE BOX WITH LOCKING LID 6" CORRUGATED PIPE SUPPORT BRICKS, (5) PER BOX MIN. 5GH. 80 NIPPLE 5CH.40 PVC TEE PVC MAINLINE SPECIFIED DRAIN VALVE ELL DOWN 1 GU.FT. DRAIN ROCK WITH FILTER FABRIC SURROUND MANUAL MAIN LINE DRAIN VALVE SECTION 5GALE: 1" = 1'-0" ADJACENT PAVING STRUCTURAL FILL BACKFILL TRENCH NTH SAND OR TOP501L AS SPECIFIED IRRIGATION SLEEVE (5EE SHEET L-2 FOR LOCATIONS) COMPACTED 5U5GRADE NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT EDGES. - INSTALL 1X2 RED -TOP, WOOD, LOCATION STAKES FACE OF WALK OR CURB m BOTH ENDS OF ALL IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. - INSTALL (1) 6" 50HEDULE 40 P.V.G. AND (1) 2" 5CHEIDULE 40 P.V.G. SLEEVE AT EACH LOCATION. 2 IRK16ATION 5LEEVING �-2SECTION 5GALE: 1/2" = 1'-0" BUILDING WALL i� SPECIFIED CONTROLLER: CONDUIT - SIZE AS SPECIFIED JUNCTION BOX -WIRES TO REMOTE CONTROL VALVES 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTINGS: UNDER GROUND: PLASTIC, CLASS III, FEDERAL SPECIFICATION W -C 1094. ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION WW -G-540. AUTOMATIC CONTROLLER ELEVATION 1" =1_0 POP-UP 5PRAY 5PRINKLER FINISH GRADEITOP OF MULCH 5PIRAL BARB ELBOW, RAIN BIRD 55E MODEL OR APPROVED SYNING PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD 5PX 5PIRAL BARB ELBOW, RAIN BIRD 55E MODEL OR APPROVED PVC LATERAL PIPE PVC 5GH 40 TEE OR ELL MARLEX 5TREET ELL FLUSH MOUNTED POP-UP 5PRAY NOZZLE SPRINKLER 5EGTI0N 5GALE: 1-1/2" = 1'-0" ADJACENT BUILDING OR EDGE OF PLANT BED r� 5PACIN6 "D" ROW "A" SPACING "D" ROW "A" 5" Q.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" 9" O.G. 7.8" 30" O.G. 26.0" 12" O.G. 10.4" 56" D.G. 50.0" 15" O.G. 15.0" 48" O.G. 41.5" 1 GROUNDCOVER 5FACING DIAGRAM PLAN NTS MULCH TAPERS TO 1" AT 51DEAALK FINISHED GRADE PLANTING 501L (SEE SPECIFICATIONS FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. PLANT BED EDC5E ,AT PAVEMENT SECTION SHADE TREES MULCH RING (3' DIAM.) ROOT BALL YV00I7 STAK ORNAMENTAL AND CONIFER TREES MULCH RING (2DIAM.) 1^IOO.D 5TAK ROOT BALL -t TREE 5TAKING DIAGRAM L-2 SECTION N.T.5. 5GALE: 1" = 1'-0" WATER PROOF CONNECTION 50 -INCH LINEAR LENGTH OF WIRE, COILED ID TAG - GHRISTY'S ID -STD Y1 VALVE BOX WITH LOCKING COVER: 12 -INCH SIZE, BROWN 1-I015 IN PLANT BEDS, GREEN LIDS AT LAWN5 FIN15H GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEB-PR5-0 PVC 5GH 80 NIPPLE NIBCO T-115 GATE VALVE PVC, 5GH 80 ELL PVC 5GH 50 NIPPLE (LENGTH AS REQUIRED) PVC 5GH 40 TEE OR ELL \ �--PVG MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENINGS OR HOLES INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXES TOGETHER W/ 55 SHEET METAL 5CREWS (6 PER BOX MIN.) PVC LATERAL PIPE ANGLE TO SPECIFIED DEPTH 5AND BASE VALVE BOX LIT? AUTOMATIC CONTROL VALVE SECTION 5GALE: 1" = 1'-0" C U u TYPICAL SHRUB PLANTING SECTION REMOVE ALL 5INVINC75 AND BURLAP FROM ENTIRE ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOP501L (BELOW ROOT BALLS ONLY) 5GARIFIED 5U5-6RADE 5GALE: 1/2" = 1'-0" GUY WIRE ® 0 DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING 501L 5UB GRADE COMPACTED TOP501L (BELOW ROOT BALLS ONLY) NOTE MARK NORTH 51DE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. �i �i d u U TREE PLANTING AT PARKING AREA5 5ECTION NOTE MARK THE NORTH 51DE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. M 11 TYPICAL TREE PLANTING SECTION 50ALE: 1/2" = 1'-0" GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL 5UB GRADE COMPACTED TOP501L (BELOW ROOT BALLS ONLY) SCALE: 1/2" = 1'-0' ate Receive DEC 29F ®riginal Submittal S1/_V �- ARCHITECTS P A NNERS 132 East Broadway, Suite 200 Eugene, Oregon 9740", P• 54 3.68 , �QiOF0 f: 541.5£37.0525 �-�' ,- J01 -IN F. tAl'VtISS L iGE—NT, £3Itr£;ON OF OV �IS 2799 �"+ David J. Doughertyc�"� OREGON ``lPE Ag01 PROJECT 201015 DRAVVN CHECKED CH i DJD DATE 11.25.2010 SHEET L"2 -32 r i �f ----- ------ ........... _ ...... _ _...--__-.. _...._ _ _...._ ... _ ._ _ __ _.. _ _. _ . _ ._..- ... __... _ . .. ---.-- ...... _ _ _ _-- I 19 Lithonia Lighting CSX1 LED 60C CONTOUR SERIES LEDi 1 sCSX1_LED _60C_7 1647$ 1 134 700 40K T4M ? LED AREA 00 40K T4M.ies r LUMINAIRE WITH i 60 4000K LEDS 1 J�. ? 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