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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/7/2020ZAP, LLC -SITE PLAN REVIEW NORTH 30TH STREET SPRINGFIELD, OREGON BUILDING OWNER ABBREVIATIONS SYMBOLS DRAWING INDEX ZAP, LLC @ BOTTOM ROOM IDENTIFICATION ROOM NAME T1 TITLE SHEET 86705 PINE GROVE ROAD EUGENE, OREGON 97402 4202 W 6TH AVENUE CLR CLEAR TOPOGRAPHIC SURVEY EUGENE, OREGON 97402 DN DOM 43,560 SF (1.00 ACRES) PHONE: (541) 686-2365 (E) EXISTING BUILDING STRUCTURE GRID NEW WAY ELECTRIC, INC. F ELEC ELECTRICAL ^ EC1.0 EROSION& SEDIMENT CONTROL PLAN CONTACT: JUSTIN PASLEY HT HEIGHT (TO BE SUBMITTED AT THE TIME OFSITE PLAN EMAIL: justin@newwayelechic.com (N) NEW REVIEW) ci ROW RIGHTOFWAY KEYNOTE O T.O.TOP OF CI\/11 IVIL ARCHITECT/PLANNER TMP TYPICALl� 5w LION UNLESS OTHERWISE NOTED C1.1 NO SHEET- INTENTIONALLY LEFT BLANK �5 W/ WITH C2.1 DEMOLITION PLAN TBG ARCHITECTS + PLANNERS NOTE: 21 C3.1 UTILITY PLAN OR -SEE TOPOGRAPHIC SURVEY LEGEND FOR ADDITIONAL ABBREVIATIONS C4.1 GRADING PLAN 132 EAST BROADWAY, SUITE 200 - THIS LIST IS INCOMPLETE, VERIFY UNLISTED ABBREVIATIONS WITH ARCHITECT EUGENE, OREGON 97401 W O N ARCHITECTURAL PHONE(541)687-1010 FAX(541)687-0625 UQ _z LU A1.1 SITE PLAN CONTACT: KRISTEN TAYLOR A2.1 FIRST FLOOR PLAN EMAIL: ktaylor@tbg-arch.mm ` A2.2 SECOND FLOOR PLAN Z Q Q vJLULU A3.1 EXTERIOR ELEVATIONS CONSULTANTS ' 0 — = J�_j Jow LU LANDSCAPE CIVIL ENGINEER Z of °U) LA 1 LANDSCAPE PLAN KPFF CONSULTING ENGINEERS TITLE SHEET ELECTRICAL 1201 OAK STREET PROJECT # DRAWN 202006 NC EUGENE, OREGON 97401 KT 5.07.2020 SHEET SITE LIGHTING PLAN PHONE: (541)684-4902 CONTACT: ANNA BACKUS, P.E EMAIL: anna.backus@kpffcrom LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET, SUITE 305 EUGENE, OR 97401 PHONE: (541) 683-5803 FAX:(541)683-8183 CONTACT: DAVID DOUGHERTY, ASLA EMAIL: davAdd@dladesign.com N VICINITY MAP N.T.S. BASIS OF DESIGN PROJECT DESCRIPTION: STRUCTURAL STRUCTURAL SOURCE, LLC 86705 PINE GROVE ROAD EUGENE, OREGON 97402 PHONE: (541) 912-3958 a CONTACT: KEVIN VALGER `? EMAIL: keinw@skudural-souroe.com GROSS PROJECT AREA: 43,560 SF (1.00 ACRES) ZONING: ELECTRICAL BUILDING CODE: NEW WAY ELECTRIC, INC. F 4292 W 6TH AVENUE i< EUGENE, OREGON 97402 PHONE: (541) 686-2365 0 b' CONTACT: JUSTIN PASLEY iEMAIL: jus0n@neN ayeleddc.com 0 0 ci 5 Z m a§ 5w �5 O zEa J 21 w� OR rc N � E� mi W O N Ii N VICINITY MAP N.T.S. BASIS OF DESIGN PROJECT DESCRIPTION: INDUSTRIAL DEVELOPMENT WITH A 2 -STORY SINGLE TENANT 12,254 SF BUILDING WITH ASSOCIATED UTILITIES, PARKING, LANDSCAPING, AND OTHER SITE INFRASTRUCTURE MERE REWIRED TO ACCOMMODATE THE NEW BUILDING CONSTRUCTION TYPE: III -B, FULLY SPRINKLERED OCCUPANCY GROUP: B, S, AND GROSS PROJECT AREA: 43,560 SF (1.00 ACRES) ZONING: LIGHT MEDIUM INDUSTRIAL (UMI) BUILDING CODE: 2014 OSSC ASSESSOR'S MAP & TAX LOT ASSESSOR'S MAP 17-02-31-00 TAX LOTS 39DO live in ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 A �r tiy1� nl aERSON �F UGENE, OREGOr OF 00 Z 5w O J w� Www ry Q W Ii UQ _z LU wU)w ` Z Q Q vJLULU zU;O ' 0 — = J�_j Jow LU M ` LL Z Z of °U) E TITLE SHEET PROJECT # DRAWN 202006 NC CHECKED DATE KT 5.07.2020 SHEET T1 ©COVMICNr NYO by TBG --------------- 5/8" IRON R (NO YPC) BEARS N 35°30' E, 0.26' 2) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS ® SANITARY SEWER MANHOLE (SSMH) E E UNDERGROUND ELECTRIC LINE AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES e WATER VALVE 40 30 20 10 0 20 40 PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE (WV) X X CHAIN LINK FENCE FIELD. PROPERTY DESCRIPTION: FIRE HYDRANT (FH) SCALE: 1 INCH = 20 FEET � d OVERHEAD POWER LINE 3) UNDERGROUND ELECTRIC LINES HAVE NOT BEEN LOCATED AS OF LOTS 3 AND 4, JEFF PARKER SUBDIVISION, AS PLATTED AND RECORDED STREET LIGHT POLE (SLP) MARCH 22, 2020. SEPTEMBER 9, 2002,RECEPTION NO. 2002-069738, LANE COUNTY DEEDS EV ELECTRIC VAULT (EV) & RECORDS, IN LANE COUNTY, OREGON. POWER POLE (PP) TOPOGRAPHIC SURVEY 4) PROPERTY LINES WERE ESTABLISHED BY FIRST HOLING CENTERLINE MONUMENTS SET IN LAND PARTITION PLAT NO. 2001-P1460 AS BASIS o STREET LIGHT BOX (SLB) REGISTEREp, NW1/4 SECTION 31, T17S, R2W, WY. BEARING. PROPERTY LINES WERE THEN ESTABLISHED USING DATA RECORD PARKER SUON. THETAS PROFESS! SPRINGFIELD, LANE COUNTY, OREGON SURVEYOF MONUMENTOWN OF LO TJ3FWAS BADLY BEHWEST NT! AND LABELED OUT ELEVATION DATUM ® IRRIGATION BOX (IRR -BOX) LAND SIU_ OF POSITION AS SHOWN HEREON. CLIENT: JOHN HYLAND CONSTRUCTION ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD ss SANITARY SEWER LINE 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S BENCHMARK 538; A MAG NAIL & DISK STAMPED "CITY OF SPRINGFIELD" DRAM BY: KB SEAL IS AIGNED. IN TOP OF CURB LOCATED AT THE SOUTHWEST CORNER OF THE DRIVEWAY TO 790 30TH STREET. SB STORM DRAIN LINE ° EGON DATE: MARCH 22, 2020 Roberts Surveying ELEVATION = 475.27' NAVD 1988 T W WATER LINE LY 15, 2003 FA ENT BAKER REVISION DATE: R P.O. Box 7155 ' ASSESSOR S MAP N0. 17-02-31-00 #59885 JoBNo. 2020—TOPO-015 S Springfield, Oregon 974 TAX LOTS #3800 & #3900 RENEWS: 12-31-2021 Bus. (541) 34 1 1 SHEET OF 44 LOT 5 TAX LOT #4000 TAX LOT #3900 PIP - I 11 I LAGRAVEL REA -47 CONCRETE BLOCK CONCRETE BLOCK ELECTRIC STUB—UP --- -- -- - -- -- — — — — — — — — — — — — — — — —� II I MIS —II �II�II�II�S(I mm II SII�IINI II�II�ISI�II SII �m I IMI41 43 42 RIV: 22 42 60 RIM: 478.96' LE.: 474.21' — — ----'ASPHALT DRIVE I L ---L-4---------------------------- I 16" WATERLINE LOT 1 AS PER FIELD - MARKINGS TAX LOT #3600 1421 a0 61 OX SALVAGE KEY NOTES Y I 20 I 60 SALVAGE & REINSTALL MAILBOX. F I 61 SALVAGE & REINSTALL LIGHT & JUNCTION BOX 3 LLJ Z I SHEET LEGEND MPROPERTY LINE EET M I I 1 1 M 1 1 M 1 1 DEMOLITIONIWORK LIMITS (SHOWN OFFSET FOR CLARITY). CLEAR AREA SHOWN AND O 1 a REMOVE ANY AT -GRADE STRUCTURES O = 0 1 1 m I I m I I UNLESS NOTED OTHERWISE. 21 O SAWCUT LINE ', a IREEET v ® REMOVE TREE NNE 3 I 43 I MBEET mEE 40 I I 43 w I TBM: SOUTHWEST FLANGE G BOLT OF FIRE HYDRANT. I ELEV: 480.18' w r 41 n1 z z 0 I I RIM: 477.72' I.E.: 472.53'(N) I.E.: 472.62'(W) t CURB INLET I.E.: 474.32'(W) L EE. 474.26'(E) I.E.: 474.03' INLET NOT FOR CONSTRUCTION SCALE NCH =20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 lqjff 800 W illamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kuK.mm 085480% IGI LL��/y� L) S GNED � OREGON 2 9gNTHO0 MMUON DATE 12/31/2020 F_ Z 5W L O J \W / W Uw> c W �JQ� UQ_Q LU W (n w o Q C/ J LU LU W -I W 0 Zv;° J LU _ mow _ (h L.L. LL] ~o�f_z Of EE Z Cy) N z° DEMOLITION PLAN PROJECT# 202006 DRAWN CDM CHECKED AS DATE 5.07.2020 SHEET C2.1 ©O)MIGNT2020 W TBG NUIIecb+P4nnen U DEMOLITION KEY NOTES 20 SAWCUT LINE. SSMH RIM: 478.89' 21 REMOVE CONCRETE CURB & GUTTER. I.E.: 471.52'(S) 22 REMOVE EXISTING ELECTRICAL VAULT AFTER NEW SERVICE HAS BEEN INSTALLED. I D PROTECTION KEY NOTES 60.00' R/W WIDTH '40 PROTECT CURB AND SIDEWALK. 30.00'30.00' I 41 PROTECT ELECTRICAL VAULT. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT TREE. 44 PROTECT FENCE. U °8 1 45 PROTECT IRRIGATION BOX. a0 61 OX SALVAGE KEY NOTES Y I 20 I 60 SALVAGE & REINSTALL MAILBOX. F I 61 SALVAGE & REINSTALL LIGHT & JUNCTION BOX 3 LLJ Z I SHEET LEGEND MPROPERTY LINE EET M I I 1 1 M 1 1 M 1 1 DEMOLITIONIWORK LIMITS (SHOWN OFFSET FOR CLARITY). CLEAR AREA SHOWN AND O 1 a REMOVE ANY AT -GRADE STRUCTURES O = 0 1 1 m I I m I I UNLESS NOTED OTHERWISE. 21 O SAWCUT LINE ', a IREEET v ® REMOVE TREE NNE 3 I 43 I MBEET mEE 40 I I 43 w I TBM: SOUTHWEST FLANGE G BOLT OF FIRE HYDRANT. I ELEV: 480.18' w r 41 n1 z z 0 I I RIM: 477.72' I.E.: 472.53'(N) I.E.: 472.62'(W) t CURB INLET I.E.: 474.32'(W) L EE. 474.26'(E) I.E.: 474.03' INLET NOT FOR CONSTRUCTION SCALE NCH =20 FEET 20 0 20 40 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 lqjff 800 W illamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kuK.mm 085480% IGI LL��/y� L) S GNED � OREGON 2 9gNTHO0 MMUON DATE 12/31/2020 F_ Z 5W L O J \W / W Uw> c W �JQ� UQ_Q LU W (n w o Q C/ J LU LU W -I W 0 Zv;° J LU _ mow _ (h L.L. LL] ~o�f_z Of EE Z Cy) N z° DEMOLITION PLAN PROJECT# 202006 DRAWN CDM CHECKED AS DATE 5.07.2020 SHEET C2.1 ©O)MIGNT2020 W TBG NUIIecb+P4nnen O S 89°42'53" E. pd I I I I I I I I IIII I m I I I� w I I$ I Iz IZ I I I I I I 20'-0" PUE 10 RELOCATED - ELECTRICAL I VAULT TAX LOT 3900 275.05' 213 LF - 8"SD I I DAYLIGHT N SO DOWNSPOUTS.] m n --J ti DAYLIGHT SD DOWNSPOUTS 162 LF - 8"SD S=0.50% rr — rr — rr rH 7 P P rP rP — FP FP — FP — FP — FP —KP — FP — FP — FI S 2L=2.00% S z 2LF-4"SD / I 5=2.00% 126 LF-8"SD 1 2LF % S=0.50% y >_ -7I N 89°42'53" W 470.58' y EX. 8" DIP SANITARY 4 T w 12" EXIST. STORM o V n (NOT SURVEYED) '0 LI - ---------- - - c>--- 20'-0" 10'-0" PRIVATE WASTE PILE ,l WATER EASEMENT TAX LOT #3600 O UTILITY KEY NOTES ARCHITECTS NOTE DESCRIPTION DETAIL — REF. RELOCATE EXISTING STREETLIGHT TO NORTH AS 1 SHOWN ��QED �V\S 'a I N E4, 'i/0�9 � 1 N 6�8� 6-,e r CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 9 GNE FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 9gNT HONE � 1/C3.1 RG RAIN GARDEN "o•e"o•e"o•e'o•e'o•e'o• •o•e'o•e'o•e'ai+),'o•o'o "0 "0 -o -o -0 CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AS NOTED. 0" 0 00 . 0 00 . 0 o�o°o�o°o'o°o'o°o' CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING 20 0 sono, SO 0, 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. M, III FIRE"Fl _11 CONNECT TO COLD WATER SYSTEM. SEE PLUMBING _11I W PLANS FOR CONTINUATION. SIZE AS NOTED. Fl III. UTILITY LABEL LEGEND III II I 14LF-8"SD S=0.50% rtee- _- EX. FH U PAVEME 4" DDCA _ — W — W — W i FP =FP — FP S s2 21 LF -6'S 4" DDCA 2"WM&RP 2LF-4"SD — — — — S=2.00%--------------- =cJ� EX. 16" WATERLINE EX. PHONE LINE EX. GAS LINE (SIZE UNKNOWN) 48'-7" ROW R C LLI EE LU OF �w J CO 0 0 0 C:) M AID7P. C 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.X — STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=XXX% —SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF, DDCA DOUBLE DETECTOR CHECK ASSEMBLY FH FIRE HYDRANT OV OVERFLOW INLET RP REDUCED PRESSURE BACKFLOW DEVICE STUB STUB WM WATER METER STORAGE DEPTH v�� annv n -n nv00n nut un R 0aa1 X" MAX. (TO EMERGENCY OVERFLOW) ARCHITECTS BTM OF BASIN (LEVEL)' SEE PLAN +PLANNERS \�j\�N�lj\�j\�j\�j- p: 541.687.1010 f: 541.687.0625 IqFff 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koffmm PROFFS ��QED �V\S 'a I N E4, 'i/0�9 � 1 N 6�8� 6-,e r 9 GNE IGIT�Y/ o OREGON Q 9gNT HONE � EXPIRATION DATE: 12/31/2020 "o•e"o•e"o•e'o•e'o•e'o• •o•e'o•e'o•e'ai+),'o•o'o "0 "0 -o -o -0 0 5W L 0" 0 00 . 0 00 . 0 o�o°o�o°o'o°o'o°o' 0 a 0 00 �- 20 0 sono, 0, 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 M, III FIRE"Fl _11 _11I JII-III Fl III. CQ_Q III II I R (D KEY NOTES 1 INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE 0'- NO.4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS NOT FOR CONSTRUCTION 5D D D D SCALE 1 INCH = 20 FEET 20 0 20 40 1 • ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 IqFff 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.koffmm PROFFS ��QED �V\S 'a I N E4, 'i/0�9 � 1 N 6�8� 6-,e r 9 GNE IGIT�Y/ o OREGON Q 9gNT HONE � EXPIRATION DATE: 12/31/2020 z 5W L O W iW Uw> 0 W CQ_Q JELL WU)W 0 / v~� Q / LU w z I Zv;° 0 J=_j = Jow co W MF_Z L.L QOa- z cO NZco UTILITY PLAN PROJECT# 202006 DRAWN CDM CHECKED AB DATE 5.07.2020 SHEET C3.1 ©(.'OPYRIGHT 3030 by TBG NCM1ilet4 � Plan ners I S 89°42'539 E x(479.1±) N 89'42'53"W 470.58' >% PRIVATE WASTE WATER EASEMENT I I9u BOTTOM OF RAIN GARDEN 478.01 FG 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). I I GRADING LABEL LEGEND CALLOUT DESCRIPTION Xy GRADING SLOPE AND DIRECTION (DOWNHILL) -----(49)---- SPOT ELEVATION -----(50)----- DESCRIPTION LISTED BELOW. -x NO DESCRIPTION MEANS TP OR TG l XXXX XX CONTOUR MAJOR (FG) EG EXISTING GRADE FF FINISHED FLOOR FG FINISH GRADE FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TO TOP OF PAVEMENT 0 CIn (XXX,X±) EXISTING GRADE f (MATCH WHERE APPLICABLE) SHEET LEGEND NOT FOR CONSTRUCTION -----(49)---- EX.CONTOURMINOR -----(50)----- EX. CONTOUR MAJOR a CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) 0 CIn (XXX,X±) EXISTING GRADE f (MATCH WHERE APPLICABLE) SHEET LEGEND (S SCALE 1 INCH = 20 FEET 20 0 20 40 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 lqjff 800 WIllame Street, SuRe 400 Eugene, OR 97401 O: 541.884.4902 F: 541.884.4909 nrm.knffmm Sl,%,D PROFfS/ NaINEFS- 0 854�80�y 9 l IGAILL)S GNED o OREGON e 9gNTH00 EXPIRATION DATE: 12/31/2020 Z w O J w� Uw> ryopw �Jry UQ_Q 0- J LU mw z LU Q n W W — i 0 z UU)o U) J _ mow CD LL LL] O^ Ofz Q 0 Q' Z C`7 Nzzcan GRADING PLAN PROJECT# 202006 DRAWN CDM CHECKED AB DATE 5.07.2020 SHEET C4.1 ©COPY 1*I MW By TBGN iter <Pknnen DRAINAGE FLOW DIRECTION — — — — — — — ---- GRADE BREAK -----(49)---- EX.CONTOURMINOR -----(50)----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) <--<—.— CONVEYANCE SWALE (S SCALE 1 INCH = 20 FEET 20 0 20 40 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 lqjff 800 WIllame Street, SuRe 400 Eugene, OR 97401 O: 541.884.4902 F: 541.884.4909 nrm.knffmm Sl,%,D PROFfS/ NaINEFS- 0 854�80�y 9 l IGAILL)S GNED o OREGON e 9gNTH00 EXPIRATION DATE: 12/31/2020 Z w O J w� Uw> ryopw �Jry UQ_Q 0- J LU mw z LU Q n W W — i 0 z UU)o U) J _ mow CD LL LL] O^ Ofz Q 0 Q' Z C`7 Nzzcan GRADING PLAN PROJECT# 202006 DRAWN CDM CHECKED AB DATE 5.07.2020 SHEET C4.1 ©COPY 1*I MW By TBGN iter <Pknnen TAX LOT 4100 I I TAX LOT 4000 (E) ADJACENT SITE TO (E) ADJACENT SITE TO (E) FENCE TO REMAIN REMAIN - CHANGES- HANGES REMAIN - NO CHANGES MTL FENCE, TYP PROPOSED vj PROPOSED S 89°42'53" E TAX LOT 3800 (E) ADJACENT SITE T REMAIN - NO CHANG PROPOSED 20'-0'-. PUE ADJACENT SITE TO REMAIN - NO CHANGE; PR PROPOSED TAX LOT 3700 i EASEMENT, SEE SURVEY EDGE OF ASPHALT PAVING (E) PROPERTY LINE LOCATION, SEE SURVEY +/-35'-0" 8 FT TALL - NUAL SWING OPENINGS, TYP-•'.� w TAX LOT 3900 - C7 w z w x o a o F m w BOLLARDS,TYP� nc CONCRETE PAD I TRASH/ 1..11'-3 RECYCLING AREA 5 rr1 LJLJ / .7 I I L-__1?IL `OVERHEAD DOOR ABOVE, SHOWN DASHED, TYP BUILDING FOOTPRINT AREA 10,000 SF TOTAL BUILDING AREA 12,254 SF 20""-o" THEREOF IS REQUIRED. 273.49',' . N 89° 53 LL:I:LL:LL:LL:LL:.LL.LL.LL.LLLLLL....-=LL;LL.;LLLLLL.LL H- n T 14 SPACES INDUSTRIAL WAREHOUSING USE `..3.' 0 Z 7,809 SF 11,000 .'.`.`.`. TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES .` � w w J SPACE BETWEEN SDC 4.2-130 O VISION CLEARANCE AREA, MIN co O HOOPS TYP COMPACT(9'-0"X,6'-0") SIDES OF TRIANGLE, TYP PROPOSED DEVELOPMENT HITCHING POST a arc U 2d-0" 3`Oe O SDC 4.4-110(6)(1) I tr 7I STORMWATER RAIN PER CITY CODE L TMP ALIGN GATE O TVP, SEE OSDC 4.4-110(B)(3XC) TRASH ENCLOSURE AREA SCREENED W/ OPERATOR ,TVP 2739 SF 173 SF IGARDEN, CIVIL SIGHT -OBSCURING SLATTED CHAIN-LINK BOLLARDS AT GATE 'Dx 20'-0'-. PUE ADJACENT SITE TO REMAIN - NO CHANGE; PR PROPOSED TAX LOT 3700 i EASEMENT, SEE SURVEY EDGE OF ASPHALT PAVING (E) PROPERTY LINE LOCATION, SEE SURVEY +/-35'-0" 8 FT TALL - NUAL SWING OPENINGS, TYP-•'.� w TAX LOT 3900 - C7 w z w x o a o F m w BOLLARDS,TYP� nc CONCRETE PAD I TRASH/ 1..11'-3 RECYCLING AREA 5 rr1 LJLJ / .7 I I L-__1?IL `OVERHEAD DOOR ABOVE, SHOWN DASHED, TYP BUILDING FOOTPRINT AREA 10,000 SF TOTAL BUILDING AREA 12,254 SF I ,D' -D° PRIVATE WASTE (E) ADJACENT SITE TO I 20'-0° WATER EASEMENT REMAIN - NO CHANGES P I PROPOSED TAX LOT 3600 20""-o" THEREOF IS REQUIRED. TYP BICYCLE SPACE N 89° 53 275. H- n T I ,D' -D° PRIVATE WASTE (E) ADJACENT SITE TO I 20'-0° WATER EASEMENT REMAIN - NO CHANGES P I PROPOSED TAX LOT 3600 TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING P`7.1 1/4"=1._0. J T-0.' 2-6" - T -W (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3/a' DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB e a TYP BICYCLE HOOP i� P w O N Q w m w N I ISTREETREE, SEE LAN DSCAPE S RELOC TED(E) STREEr LIGHT & 10 �- 0 SLP EQUIP, SEE ...',' ELECT ICAL PLAN I ALIGN 0 z c n 28'-0.' L 16'-0" MIN TYP, UON ♦ MIN, TYP STORMWATER RAIL GARDEN, TYP, SEE CIVIL 0 3 °Z '9 TYP _ PAVEMENT - MARKING STENCIL AS REQUIRED BY CODE ACCESS AISLE STRIPING AS REQUIRED BY CODE 20""-o" THEREOF IS REQUIRED. TYP BICYCLE SPACE TYPCLR END SPACE TYP S s JNJ H- n T 14 SPACES INDUSTRIAL WAREHOUSING USE W F 0 Z 7,809 SF 11,000 Wo TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES O III � w w J SPACE BETWEEN SDC 4.2-130 O VISION CLEARANCE AREA, MIN co O HOOPS TYP COMPACT(9'-0"X,6'-0") SIDES OF TRIANGLE, TYP PROPOSED DEVELOPMENT HITCHING POST a arc U TOTAL BUILDING FOOTPRINT AREA OR STAPLE RACK O SDC 4.4-110(6)(1) I tr TOTAL ASPHALT/PARKING AREA/ PER CITY CODE L COMPLIANCE MECHANICAL DEVICES O TYP, SEE DETAIL 4/A1.1 1TYP BICYCLE PARKING P`7.1 1/4"=1._0. J T-0.' 2-6" - T -W (2) 2" DIA GALV. & PAINTED STEEL PIPE BICYCLE RACK CORROSION RESISTANT EXPANSION ANCHORS, MIN 3/a' DIA TYPICAL OF 4 EACH BASE PLATE MIN 4" CONCRETE SLAB e a TYP BICYCLE HOOP i� P w O N Q w m w N I ISTREETREE, SEE LAN DSCAPE S RELOC TED(E) STREEr LIGHT & 10 �- 0 SLP EQUIP, SEE ...',' ELECT ICAL PLAN I ALIGN 0 z c n 28'-0.' L 16'-0" MIN TYP, UON ♦ MIN, TYP STORMWATER RAIL GARDEN, TYP, SEE CIVIL 0 3 °Z '9 TYP _ PAVEMENT - MARKING STENCIL AS REQUIRED BY CODE ACCESS AISLE STRIPING AS REQUIRED BY CODE '',' VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. DRIVEWAY CURB CUT&APRON SEE CI 30'-0" ILO , : 3,000 SF GROSS FLOOR AREA S s JNJ H- Q ' 14 SPACES INDUSTRIAL WAREHOUSING USE W F RIGHT -OF- 36' AY WIDTH " 7,809 SF 11,000 Wo TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES CURBT � w w J TOTAL SITE AREA TAX LOT 3900 1.00 ACRES OR 43,560 SF SDC 4.2-130 O VISION CLEARANCE AREA, MIN co O 3 SPACES(14%) COMPACT(9'-0"X,6'-0") SIDES OF TRIANGLE, TYP PROPOSED DEVELOPMENT TOTAL BICYCLE PARKING SPACES PROPOSED (9-0"X 18'4" INCLUDES 2'4" BUMPER OVERHANG) , SPACE (5%) TOTAL BUILDING FOOTPRINT AREA 10,000 SF O SDC 4.4-110(6)(1) I tr TOTAL ASPHALT/PARKING AREA/ 21,004 SF COMPLIANCE MECHANICAL DEVICES O STANDARDS MUST BE MET PRIOR TO OCCUPANCY. OSDC 4.4-110(B)(3XC) TRASH ENCLOSURE AREA SCREENED W/ 01< 2739 SF 173 SF SIGHT -OBSCURING SLATTED CHAIN-LINK LU FENCE. COVER AND HYDRAULICALLY TOTAL IMPERVIOUSAREA 33,916 SF (77%) SEPARATE AS REQUIRED PER CITY CODE. z Q Q VJWLLj w ' zU;o (E) CURB & - J= = Jow _j M LU � ` GUTTER TO 9,644 SF (23%) PARKING CALCULATIONS REMAIN, TYP ro SITE PLAN TENANT USES AND ASSOCIATES v LEGEND CHECKED KT DATE 5.07.2020 SHEET Al. 0 0 ©COPMICN!=Oby TBGMtl,i .Na vl (E) PUBLIC SIDEWALK TO REMAI ,TYP (E) FIRE HYDRANT UTILIT VAULTS & EQU PMENT, '',' VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. • SEE CI 30'-0" ILO , : 3,000 SF GROSS FLOOR AREA S s JNJ TO RAN CENTERLINEI 60' Q ' 14 SPACES INDUSTRIAL WAREHOUSING USE O2 SDC 3.2-420 RIGHT -OF- 36' AY WIDTH " 7,809 SF 11,000 PARKING, DRIVEWAY AND OUTDOOR TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES CURBT CURB TOTAL SITE AREA TAX LOT 3900 1.00 ACRES OR 43,560 SF (E) 35'-P" DRIVEWAY TO REMAI 3 SITE PLAN & NN, A1.1 ,"=20'-0" I � ACCESSIBLE \ PARKING SPACE V 11 \ SIGN TYP, SEE CIVIL N ENLARGED PARTIAL SITE PLAN GENERALNOTES 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE SUBMITTED UNDER A SEPARATE PERMIT AND PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND EXISTING EASEMENTS. 4. REFERENCE CIVIL PLANS, FOR ALL UTILITY, AND GRADING AND DRAINAGE REQUIREMENTS. 5. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 6. IN COMPLIANCE WITH SDC 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED ASA SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 8. AT LEAST T-0" OFCLEAR SPACE HORIZONTALLY AND AT LEAST 78" OF CLEAR SPACE VERTICALLY SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 912.3. 9. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 10. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WTHIN FIVE BUSINESS DAYS. 11. FOR STORMWATER FACILITIES, SEE CIVIL DRAWINGS. 12. FOR EXTERIOR BUILDING LIGHTING LOCATIONS, SEE EXTERIOR ELEVATIONS. LAND USE CODE SUMMARY 13. WELLHEAD PROTECTION CONSTRUCTION NOTES: 13.1 DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER RESOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 13.2 ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 13.3 CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSNVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 13.4 EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BETAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 13.5 NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON SITE. 14. PROVIDE FOR INSTALLATION OF SPRINGFIELD WELLHEAD PROTECTION AREA SIGNS IN VISIBLE LOCATIONS AT THE TRASH ENCLOSURES, LOADING DOCKS, STORM WATER SWALES, AND NEAR THE ENTRANCES TO EACH BUILDING 15. PRIOR TO ISSUANCE OF OCCUPANCY, A DRINKING WATER PROTECTION (DWP) PERMIT OR DWP EXEMPTION FROM SUB DRINKING WATER SOURCE PROTECTION AND PROVIDE EVIDENCE CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. VEHICLE PARKING (TAX LOT 3900) THEREOF IS REQUIRED. VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.62) OSDC 3.2-420 5'-0" MIN. PARKING AND DRIVEWAY , : 3,000 SF GROSS FLOOR AREA 1 : 300 SF GROSS FLOOR AREA 4,445 SF / 3,000 FRONT YARD SETBACK. 14 SPACES INDUSTRIAL WAREHOUSING USE O2 SDC 3.2-420 5'-0" MIN INTERIOR AND REAR YARD AREA CALCULATIONS 7,809 SF 11,000 PARKING, DRIVEWAY AND OUTDOOR TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES TOTAL VEHICLE PARKING PROPOSED STORAGE SETBACK. TOTAL SITE AREA TAX LOT 3900 1.00 ACRES OR 43,560 SF SDC 4.2-130 O VISION CLEARANCE AREA, MIN PARALLEL(9-0"X20'-0") 3 SPACES(14%) COMPACT(9'-0"X,6'-0") SIDES OF TRIANGLE, TYP PROPOSED DEVELOPMENT TOTAL BICYCLE PARKING SPACES PROPOSED (9-0"X 18'4" INCLUDES 2'4" BUMPER OVERHANG) , SPACE (5%) TOTAL BUILDING FOOTPRINT AREA 10,000 SF O SDC 4.4-110(6)(1) LANDSCAPE SCREENING FOR OUTDOOR TOTAL ASPHALT/PARKING AREA/ 21,004 SF COMPLIANCE MECHANICAL DEVICES DRIVE AISLE AREA STANDARDS MUST BE MET PRIOR TO OCCUPANCY. OSDC 4.4-110(B)(3XC) TRASH ENCLOSURE AREA SCREENED W/ TOTAL SIDEWALKIPAVEMENT AREA TOTALTRASH ENCLOSUREAREA 2739 SF 173 SF SIGHT -OBSCURING SLATTED CHAIN-LINK LU FENCE. COVER AND HYDRAULICALLY TOTAL IMPERVIOUSAREA 33,916 SF (77%) SEPARATE AS REQUIRED PER CITY CODE. z Q Q VJWLLj w ' zU;o TOTAL PERVIOUSAREA - J= = Jow _j M LU � ` TOTAL LANDSCAPE AREA 9,644 SF (23%) PARKING CALCULATIONS NOTE: EXACT TENANT USES HAVE NOT YET BEEN DETERMINED. SITE PLAN TENANT USES AND ASSOCIATES REQUIRED PARKING WILL BE LEGEND CHECKED KT DATE 5.07.2020 CONFIRMED AT THE TIME OF BUILDING PERMIT SUBMITTAL. VEHICLE PARKING (TAX LOT 3900) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.63) VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.62) SECONDARY OFFICE USE SECONDARY OFFICE USE , : 3,000 SF GROSS FLOOR AREA 1 : 300 SF GROSS FLOOR AREA 4,445 SF / 3,000 4,445 SF / 300 14 SPACES INDUSTRIAL WAREHOUSING USE 25% LONGTERM 1: 1,000 SF GROSS FLOOR AREA INDUSTRIAL USE (INCLUDING WAREHOUSING) 7,809 SF 11,000 7 SPACES TOTALVEHICLE PARKING SPACES REQUIRED 21 SPACES TOTAL VEHICLE PARKING PROPOSED 21 SPACES (100%) STANDARD 25% LONGTERM (9-0"X18'-0"INCLUDE 2'4" BUMPER OVERHANG) 15 SPACES(71%) PARALLEL(9-0"X20'-0") 3 SPACES(14%) COMPACT(9'-0"X,6'-0") 2 SPACES (10%) ACCESSIBLE TOTAL BICYCLE PARKING SPACES PROPOSED (9-0"X 18'4" INCLUDES 2'4" BUMPER OVERHANG) , SPACE (5%) BICYCLE PARKING (TAX LOT 3900) BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.63) SECONDARY OFFICE USE , : 3,000 SF GROSS FLOOR AREA 4,445 SF / 3,000 75% SHORT TERM 1 SPACES 25% LONGTERM 1 SPACES INDUSTRIAL USE (INCLUDING WAREHOUSING) , : 3,000 SF GROSS FLOOR AREA 7809 SF 13,000 > 75% SHORT TERM 2 SPACES 25% LONGTERM , SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 5 SPACES SHORTTERM SPACES REQUIRED 3SPACES LONGTERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES SHORT TERM SPACES PROPOSED 4SPACES LONGTERM SPACES PROPOSED 4SPACES LONG TERM BICYCLE PARKING SPACES WILL BE LOCATED INSIDE INDIVIDUAL TENANT SPACES IN A SECURE LOCATION IDENTIFIED AT THE TIME OF TENANT INFILL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.6146150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. NEW BUILDING FOOTPRINT -- PROPERTY LINE - - - UTILITY EASEMENT BOUNDARY LINE, SEE SURVEY LANDSCAPE AREA, LANDS SEE LANDSCAPE ® ON-SITE PEDESTRIAN CROSSWALK STRIPING CONCRETE WALKWAY, UON BICYCLE HOOP (2) SHORT TERM BICYCLE PARKING SPACES p PARKING LOT POLE IL1JI LIGHTING (20'-0" HEIGHT, TYP) o (E) FENCE TO REMAIN x (N) FENCE (8'-0" HEIGHT, TYP) (E) TREE TO REMAIN STREET TREE FOR ALL UTILITY sLa ® 0 SLP INFORMATION SEETHE SURVEY, DEMO PLAN, AND CIVIL DRAWINGS TVs is ARCHITECTS + P L A N N E R S 132 East Broadmy, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 d T eC�1A F. LBERSON 1��Nl?&ORE"GO > OF �� Z 5W 0 W W Uw> 0W Ilii J � UQ_Q LU W �LU ` z Q Q VJWLLj w ' zU;o 0 - J= = Jow _j M LU � ` LL z 0 of Z °� E SITE PLAN PROJECT # 202006 DRAWN NC CHECKED KT DATE 5.07.2020 SHEET Al. 1 ©COPMICN!=Oby TBGMtl,i .Na / O 125'-0" FIRST FLOOR PLAN h O 0 GENERALNOTES 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL, FOR REFERENCE ONLY, AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. ITVM is 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 dT tF. ALBERSONGENE, OREGO�>l�_'� OF Z 5W 0. 0 J W UwED > �pw UQLU _Q .j WUjw ` r Z o Q Q U)ww LLj zU;o 0 - = ) c Jow wz ch LL 0 Z M �zU) CY FIRST FLOOR PLAN PROJECT # DRAWN 202006 NC CHECKED DATE KT 5.07.2020 SHEET A2. 1 ©COPYR ICN! =0 by TBG MNtab aPlmners OF E D C OB AO 125-0° i DS os os SECOND FLOOR PLAN A2.2 118"=V o' h (D ■ 0 GENERALNOTES 1. ARCHITECTURAL FLOOR PLANS ARE CONCEPTUAL, FOR REFERENCE ONLY, AND ARE SUBJECT TO CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. ARCHITECTS +P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 P: 541.687.1010 f : 541.687.0625 Ak:�� ALBERSCN 'Ay�1 GEN E, f ORE�� N OF 00 Z w 5 nL 0. 0 J w UwED > �pw UQ_Q LU J�� W�jw ` ro Z Q p U)ww LLj z ' � U;o 0 - = J---0 Jow wz ch LL 0 Z M �z� CY SECOND FLOOR PLAN PROJECT # DRAWN 202006 NC CHECKED DATE KT 5.07.2020 � 2 SHEET A2.2 2 . ©COPYRI =0bb{yTB•G�`MNb aPlmw, 26d' T.O. PARAPET 26-0" T.O. PARAPET 5 rc w ALUMINUM STOREFRONT DOOR, TYP SYSTEM,TYP G METAL ROOF. TYP 7 �)' METAL ROOF, TYP 16 OVERHEAD DOOR, TYP F G FUTURE OVERHEAD DOOR NORTH ELEVATION A3.1 1/8" = ,'A" Ul SLATTED CHAIN-LINK FENCED TRASH ENCLOSURE VW STEEL POSTS AND METAL ROOF 5 0 3 2 STOREFRONT SYSTEM,TYP 1 nEAST ELEVATION A3.1 1/8" = V-0" 2 SOUTH ELEVATION A3.1 1/8" = V-0" LIGHT FIXTURE, TYP PAINTED BAND, TYP PAINTED TILT -UP CONCRETE PANEL, TYP 1 LIGHT FIXTURE, TYP PAINTED TILT -UP CONCRETE PANEL, TYP ALUMINUM STOREFRONT SYSTEM,TYP PAINTED TILT -UP CONCRETE PANEL, TYP OVERHEAD DOOR, TYP GENERALNOTES 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOWCONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLYAND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. PLANS WILL MEET RELEVANT CODE STANDARDS. 2) (3) (4) (5 DOOR, TYP ROOF ACCESS LADDER SLATTED CHAIN-LINK FENCED PAINTED TILT -UP CONCRETEJ TRASH ENCLOSURE W/ STEEL PANEL, TYP POSTS AND METAL ROOF (T)WEST ELEVATION A3.1 1/8" = V-0" ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 'Ak� 'A AI BERSON GENE, OREGO� F. > '61 OF Op z Cw G n 0 J w Uw> rypw �--J0� UQQ LU J�� wU)w z rn 0 ' LLj LU � 0 Z UU° J�ci = Jow LU cy) LL 0 z M =0 EXTERIOR ELEVATIONS PROJECT # 202006 DRAWN NC CHECKED KT DATE 5.07.2020 SHEET A3.1 ©COPYR ICN! =0 by TBG kNk-..Plmn N 0 ] O Hpl ;z: I ZFl ZN; )I aw ud it NJ Z TYPICAL SHRUB PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2"= T-0" z GROUNDCOVER SPACING DIAGRAM LA -1 PLAN NTS GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2"= l' -(r GENERAL PLANT SCHEDULE TREES OTY I BOTANICAL NAME ICOMMON NAME I CONT REMARKS ACRR 5 Acer mbmm'Red Sunset' Red Sunset Maple 2" cel. O"4��F0 LILA 2 Lagerstroemie Indica'LaveMer Cmpe Myltla MuBFTrunk 8' h1. MuBl�tem, full THPH ¢ 1 Thuja pllcata'Hogan' I Hogan Cadar 8' M. 440 9 ZSVG 14 1 Zelkova sermti'Village Green' SawNaf Zelkova • • EO OTY SHRUBS QTY BOTANICAL NAME • AUG SPACING' Dead Strawberry Tree 5gal Matching, full EUAC 14 Euomer us alahs'Compactus' SPACING "o" ROW "A" SPACING "D" ROW "A" 33 D.C. 2.62.6 1818 O.C. 15.615.6 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30.0" 15" O.C. 13.0" 48" O.C. 41.5" z GROUNDCOVER SPACING DIAGRAM LA -1 PLAN NTS GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2"= l' -(r GENERAL PLANT SCHEDULE TREES OTY I BOTANICAL NAME ICOMMON NAME I CONT REMARKS ACRR 5 Acer mbmm'Red Sunset' Red Sunset Maple 2" cel. Matching, limbed up to approx. 6 ft. LILA 2 Lagerstroemie Indica'LaveMer Cmpe Myltla MuBFTrunk 8' h1. MuBl�tem, full THPH 17 1 Thuja pllcata'Hogan' I Hogan Cadar 8' M. I Matching, full, BBB ZSVG 14 1 Zelkova sermti'Village Green' SawNaf Zelkova 12" call. I Matching, limbed up to approx. 6 ft. OTY SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AUG 17 Arbutus unado'Compacla' Dead Strawberry Tree 5gal Matching, full EUAC 14 Euomer us alahs'Compactus' Burning Bush 5 gal Matching, full ICC 5 Ilex cremda'Compacta' Japanese Holly 3 gal Matching, full MC 5 Myrica calgomMa Pacific Wax MyNe 5 gel Matching, full PLO 37 Prunus laumwrasus'OW Luyken' OW Luyken English Laurel 5 gal Matching, full SPGF 38 Spimea x bumakle'Golddame Gomame Spires 3 gal Matching, full VID 84 Viburnum daNdii David Viburnum 3gal Matching, full VIT 4 Viburnum gnus'Spring Bouquet Spring Bouquet Laures8nus 5gal Matching, full Creeping Mahonia GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT REMARKS AU 73 Anlostaphylos uve-umi Mmilklnnlck 1 gal Matching, full, 24" c.c. NADF 37 Nandina domes6ca'Flre Power Firepower Nandina 3 gal Matching, full, 24" O.C. NAK 67 Narcissus x'King Alfred King Alfred Daffodil bulb Plant In clumps of 5-6 bulbs. Bulbs 2' apart. PEAH W Pennisetum a lopscuroloes'Hameln' Hameln Dwarf Fountain Grass 1 gal Matching, full, 24" o.c. RFG 48 Rudbecea fulgida'Goldsaum' Black Eyed Susan 1 gal Matching, full, 18" o.c. RAIN GARDEN #1 - 1851 SF. SCHEME 1 GROUND COVERS QTYBOTANICAL NAME COMMON NAME CONT REMARKS CO 285 Camassia quamash Small Camas bulb Bulb, 1T... CAO 11,171 1 Cama obnupla Slough Setlge 4' pot I Matching, full, 12" o.c. JUPA 1998 1 Juncus patens ICallfbmia Gray Rush 4' pot I Matching, full, l2' o.c. RAIN GARDEN #2 - 3941F. SCHEME 3 TREES OTY BOTANICAL NAME COMMON NAME CONT IREMARKS ACG 12 Acer gdseum Peperbaric Meple 1.5' cel. Single stem, BBB, matching, full SHRUBS OTY I BOTANICAL NAME ICOMMONNAME ISIZE IREMARKS COBA I5 Comus alba'Bailhalo' Ivory Halc Dagwaad 5gal Matching, full COSK 3 Cornus sencea'Kelseyi Dwarf Retllwig Dogwood 2 gal Matching, full MAR 112 Mahoms repens Creeping Mahonia 13gal I Matching, full SPD 13 1 Spimea dcuglasii Western Spite 15gal I Matching, full GROUND COVERS OTY I BOTANICAL NAME COMMON NAME CONT IREMARKS CAO 1178 Carex obnupta Slough Sedge 4' pot I Matching, full, 12'o.c. JUPA 1143 1 Juncus peters California Gray Rush 4"pot I Matching, full, iYo.c. GENERAL NOTES 1. SEE CIVIL PLANS FOR GRADING AND STORMWATER FACILITY DOCUMENTATION. 2. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION. 3. EXACT PLANT SPECIES, SIZES AND LOCATIONS ARE PRESENTED FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET THE CONDITIONS OF SITE PLAN REVIEW APPROVAL AND APPLICABLE CODE REQUIREMENTS. 4. PROVIDE MULCH CIRCLE AROUND PROPOSED STREET TREE. IRRIGATION SYSTEM DESCRIPTION 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE DESIGN / BUILD BY CONTRACTOR. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 4. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 5. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 6. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 7. SYSTEM WILL BE OPERATED AUTOMATICALLY. LOCATION OF AUTOMATIC IRRIGATION CONTROLLER TO BE COORDINATED WITH OWNER. POWER REQUIREMENTS TO BE COORDINATED WITH GENERAL AND ELECTRICAL: 120 V HARDWIRED POWER CONNECTION. 4L NOTE =ET NTS TED 3E PLANTING LEGEND + STREET TREE TO BE / REMOVED ® GROUNDCOVER O EXISTING STREET TREE TO PERENNIALS REMAIN JUNCUS PATENS PROPOSED TREES CAREX OBNUPTA LANDSCAPE PLAN • CAMAS QUAMASH SHRUBS EXISTING FENCE IRRIGATED LAWN -- PROPERTY LINE 0 4 8 16 32 64 NON -IRRIGATED LAWN SCALE: 1/16" = V-0" NORTH DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com Z 5W O J W iW NUW> W 1 J LU UQ_Q .j WU)W �~ o Q U) LLJw LLJ Z iv U)° JFK _ mow M LL W o < N�N NZ L.L LL z M Nom �,0ST��� Q s��g Age~ G PROJECT# 202006 DRAWN CHECKED KT DATE 5.07.2020 SHEET LA 1 ©C0P 1GHT20Mby TBGMcl,ilec6+mamm i a FA X2.7 �2] �2.] �2➢ X9.1 �Ab X9.8 �u X4.7 �S1 �bA SSB X9.0 X98 X92 �A7 X62 �9A SSB �9A �Sa �9S �Sa �9.B X8.1 X9.0 �S7 �9A 2.7 �2] X2.7 �24 X3.0 �A4 X3.9 X4.4 4A X52 X5.6 �6A X6.3 X6.1 X6.8 X6.0 X5.9 X62 X8.4 X6.4 .6.1 X9.6A SSB .62 X6.4 X�].]6.8 X6.8 .. *2A *26 *2.9 *28 *2.B SSB ].B *20 *22 *2.3 *24 *2A *At *38 *4S *6.3 *SB *6.9 *62 *B.B *7S *7.1 '6.9 X6.3 '4.8 '6.3 '6.0 '6.9 .3 X8.9 �6A X1.6 *1.. *1.8 *2.1 *2A *26 *2.8 �Al �9.B *12 *4.0 +u +4.B X98 *A - - X1.3 �1.4 X1.6 �1A X20 X23 X2.9 �3A X4.0 �4.4 X4.1 �4A X6.8 X7.1 *1.0 *1.2 +1.9 *18 +1.B *22 +2.6 *35 +42 *A] +4.9 *48 +9A *78 �7. L _ _ _ J +0.9 +1.0 +1.2 +1S +1A +21 +2.8 +34 +45 +S1 +48 +62 +]S +BA +]. - J +1.0 +1.1 +1.9 +15 +18 X22 p9.0 ��3�BI(��44. `SSI] M�9T0 X55 .1 'IPA X12 �1.4 X1.6 �1A 2.R' ;ZT'53. po .Y 390 Si 7 Ott r SITE PLAN N A1., 1"=20'-0" ' livas ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: CHECK SE THIS DRAWING IS PRELIMINARY AND INCOMPLETE IT IS NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION z 5W 0- 0 J W Uw> >w C) Lu �Jry UQ_Q Jry� LL] UjLL] o Q (!) wLU w zU;=_j 'O� 0 ° = J Jow LL] O<�Z c) L z cO Q00- N°� LIGHTING PLAN PROJECT # 202006 DRAWN CHECKED NC KT DATE 5.07.2020 SHEET A1.1 © COPYRIGHT 20]0 by TBG Ncl Ylecla ,Planner