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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/9/2022ro SWE -EXTERIOR REPAIRS AND RECLADDING SITE REVIEW - 2022-03-08 OWNER GENERAL CONTRACTOR ARCHITECT STRUCTURAL ENGINEER SYSTEMS WEST ENGINEERS MCKENZIE COMMERCIAL ROWELL BROKAW ARCHITECTS BRANCH ENGINEERING 725 A STREET ADDRESS865 W 2ND AVE 1283 WILLAMETTE ST 310 5TH STREET SPRINGFIELD OR, 57477 EUGENE OR, 574M EUGENE OR, 57401 SPRINGFIELD OR, 57477 A-202 PH: XXX-XXX-XXXX PH: 541-0851003 PH: 541-7450837 CONTACT: ADAM MANGRICH EXTERIOR DETAILS PH: (541) 3427210 CONTACT: JIM MENDER CONTACTS: CONTACT: amangnch(@sykemwestengineers.com PH: 541-348-7143 PETER KING -ARCHITECT RICK HERNANDEZ jmeMeromecmaN.b¢ PETERQROWELLBROKAW.COM rick@branchengineering.com SERENA LIM- ARCHITECT SERENA@RO W ELLBROKAW.COM PROPOSED: RENDERING -NOT FOR CONSTRUCTION EXISTING: PHOTO 0 o. Puo �NUDrory .ar eee ae Ae sP�nwhea IlmyMuswn _ ® q � ang40ak1l�ts 3 061me creme PZ ® ae `11179 11,["c' -nP.r u, synnm smay $ 11 971 31r a� a9 x H The Nauuu^. comicmia nmm cox, 9Tr,pma rxn a R'yaent3 remoy eeam w:a.Q ue�rob,�a< P-orrm SITE VACINITY MAP LTD BUS DRAWING INDEX 2" Na ber SheN Name ARCHITECTURAL G001 JCOVER ARCHITECTURAL A-005 PERSPECTIVEVIEWS A-010 PIAN - SITE PIAN- EXISTING AND DEMO A-111 PIAN - SITE PIAN A-112 PLANTING PLAN A-113 ROOF PLAN -1ST FLOOR RCP A-201 ELEVATIONS -DEMO A-202 ELEVATIONS A-301 WALLSECPONS A-311 EXTERIOR DETAILS LIGHTING LT411 LIGHTING PLAN LTAM LIGHTING OIGRAMS ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION DRAWING SYMBOLS KEY AND ABBREVIATIONS ROOM NAME —,, & AND RGGm Namk ® AT INSUL INSULATION ROOM# �161 ROOMTAG IS INTERIOR STOREFRONT ACM COMPOSITEMETAL PANEL AOI ADJACENT LCKR LOCKER AFF ABOVE FINISHED FLOOR LOC LOCATION NORTH: INDIRECTION OF ARROW HEAD AV ABOVE VISUAL FINISHED MATL MATERIAL ED BOARD MAX MAXIMUM SET ISSUE DATE BBELOW MECH MECHANICAL A GRIDLINE MARKER BOO BOTTOM OF MEMB MEMBRANE SITE REVIEW 2022-03-08 O BOC BOTTOMOFCONCRETE MFR MANUFACTURER SITE REVIEW 2022-02-11 BOB BOTTOMOFSIAB MIN MINIMUM A BOT, BOTT BOTTOM MIR MIRRORED ,19- ELEVATION MARKER SR BRICK N) NEW w CONTROLJOINT WA NOTAPPLICABLE SIMORTYP SPOT ELEVATION MARKER CL CENTERLINE NIC NOT IN CONTRACT DESIGNATION CLG CEILING MS NOT TO SCALE CLR CLEAR SECTION OR DETAIL k SIM SECTION CALLOUr: CMU CONCRETEMASONRYUNIT OI OVER 1 ARROW INDICATES DIRECTION OF SECTION VIEW WE CITY OF EUGENE (BUILDING DEPARTMENT) OC ONCENTER A-101 -SOLID ARROW- BUILDING SECTION COL COLUMN OFCI OWNER FURN ISHED CONTRACTOR INSTALLED SHEET# -OPEN ARROW -DETAIL SECTION COMP COMPENSATING OFOI OWNER FURNISHED OWNER INSTALLED PROJECT TRACKING COW CONCRETE OPNG OPENING CONT CONTINUOUS OPP OPPOSITE RBA #: 2115 SIMORTYP CORR CORRIDOR DESIGNATION CIN OJRTAINWALL PLAM PLASTIC LAMINATE P.I.C: JR SECTION OR DETAIL @SIM DBL DOUBLE Pro PAINTED PM / PA: PK/SL # �A-1-'/—/1 DETAIL CALLd1T A-101 pEPR DEPRESSION RCB RUBBER COVE BASE SHEET# DIA DIAMETER RCP REFLECTED CEILING PLAN DIM DIMENSION REF REFRIGERATOR DJ DRIFTJOINT REINF REINFORCING k INTERIOR ELEVATION CALLOUr: DS DOWNSPOUT REQ REQUIRED ELEVATION k k NUMBERS AT ARROWS INDICATE DTL DETAIL RO ROUGH OPENING k ^ REFERENCED ELEVATION DRAWINGS DW DISHNNSHER tamer SHEET# DWG DRAWING SAM SELF -ADHERING MEMBRANE SWE �\ DWR DRAWER So STOW DRAIN JVV ELEVATION �'�#J� EXTERIOR ELEVATION INDICA T: SF SQUARE FIR i\`SFA-i? EET NUMBERS AT ARROWS CNOICATE REFERENCED (E) EXISTING SFRM SQARE)FIRE-RESISTIVEMATERIAL ELEVATION DRAWINGS ELEV ELEVATION SHWR SHOWER SHEET# ELEV ELEVATOR SIM SIMILAR KEYNOTE TAG: ENC ENCLOSURE SPEC SPECIFICATIONS A011 SEE KEYNOTE LEGEND PER SHEET ENT ENTRY SO SQUARE Protea Name EQ EQUAL SS STAINLESSSTEEL ® SWE Envelope ES EXTERIORSTOREFRONT SIFT STOREFRONT WALL TAG- STL STE& SEE SHEET A-002 FOR MORE INFORMATION FAC FACTORY STRUO STRUCTURE FC FANCOIL SUSP SUSPENDED EXTERIOR WALL TAG FCS FIBER CEMENT SIDING Projea Address �N1 FO FLOOR DRAIN T.O. TOPOF 725 A ST, SPRINGFIELD OR FOC FIRE DEPARTMENT CONNECTION TBD TO BE DETERMINED Fi FLOOR TAG FE FIREEXTINGUISHER TOC TOPOFCONCRETE FEC FIRE EXTINGUISHER CABINET TOP TOP OF FOOTING FIN FINISH TOS TOPOFSIAB ROOFTAG FUR, FL FLOOR PAF THROUGH WALL FLASHING R1 FIND FOUNDATION TYP TYPICAL FO FACEOF Ci -A CEILING ASSEMBLY TAG FOF FACE OF FINISH LINO UNLESSNOTEOOTHERWSE COVER FR FIRE RATED FRMG FRAMING W WITH O WINDOWISTOREFRONT TAG FRP FIBER REINFORCED PLASTIC WI WITHIN CABINETTYPE FS FIRESPRINKLER WO WITHOUT CASEWORK TYPE TAG: M WALLASSEMBLY SEE DETAIL SHEET FOR ADDITIONAL INFO. GF GROUND FLOOR YAH WATER HEATER CABINET DEPTH EQUIPMENT I TOILET ACCESSORIES TAG GL GLAZING WP WATERPROOFING C]X%1D GL GRIDLINE ME WEATHER RESISTANT BARRIER GM GYPSUM WALL BOARD W1 WNDOWTAG: WINDOW TYPE AND ID HGT HEIGHT HIMHN !ALLOW METAL 00 HNORL HANDRAIL 101.1 DOOR TAG HR HOUR HS HOLLOWSTEEL ro NW VIEW - EXISTING n NW VIEW -PROPOSED u n SE VIEW - EXISTING u © SE VIEW - PROPOSED ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW 2822-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL SWE Project Name SWE Envelope Project Addreaa 725 A ST, SPRINGFIELD OR PERSPECTIVE VIEWS A-005 O ,1 L— (E)CURBCUT o � N F 3 (E)STOP SIGN / I I STREET LIGHT It LU LU LU 0 F- w F- ¢ � 3 r w $ – I L I I I (E)STREET TREE on (E) MONUMENT SIGN BASE(NOSIGN). (E)LANDSCAPE — (E).1-24" DIA TREE (E)STORM DRAIN (E) CONCRETE SI DEWALK. TYP. (E) SITE LIGHTING (E) PARKING STRIPING, TY➢. (E)CURS (E) SITE LIGHTING I\ �— (E) SITE LIGHTING II (E) STORM DRAIN IN ALLEY n SITE EXISTING/DEMO PLAN 1 1/8" = 1'-0" REPAIR TO ESATING HEAVED DEMOLISH EXISTING CURB CUT SIDEWALK AND DRIVE ASILE iT6-0 PL PER TAX LOTMAP (E)CURBOUT REMOVESTRIPING 17 EXISTING PARKING SPACES ABOVE: DEMOLISH (E) WOOD CLADDING @ OVERHANG. (E) STRUCTURE AND SHEATHING TO REMAIN. (E)LANDSCAPE TO BE DEMOLISHED - wiz is �i zip DEMOLISH (E) CONCRETE CURBALONG WEST EXTERIOR DEMOLISH EDGE OF (E) ASHPHALT PAVING FOR NEW CURN AND PLANTING BED 2 P DEMOLISH DRIVE-THROUGH CANOPY Y� (ABOVE), SUPPORT STRUCTURE, AND ✓/�� TRAFFIC ISLANDS' V V V L� I I fZ — EXISTING BICYCLE PARKING I ALLEY FACE OF BUILDING PRESUMED TO BE ON 4 - 3 PROPERTY LINE. NOT SURVEYED. DEMOLISH (E) WOOD A 301 - A301 - CLADDING @ PARAPET, 3 ABOVE. (E) STRUCTURE AND �� (E) STORM DRAIN IN ALLEY SHEATHING TO REAMAIN. a e BE U. a. mow. G 14rv1a Irtiwnn:e Pleee ® 0 0 cw oM Ie �a�ee., ,VHe .� �. e. „ �ImlHIn gFngndd an: weu Hlaervnwee�m �— r ,�MMena„Arte ----------- Re HI u pple Mueaum TI,p-elel N Idn apre Nen Siee _ �TmpsM1 m , Q e — w.enorsr'_ LTD BUS SITE � VACINITY MAP SITEREVIEW 2022-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. er SWE Protect Name SWE Envelope Project Addre s 725 A ST, SPRINGFIELD OR PLAN - SITE PLAN - EXISTING AND DEMO A-010 ROWELL e° 1 ABOVE: DEMOLISH CLADDING @ HA WOOD 2 3 B R O KAW ASTREET 2 A301 A301 STRUCTURES AND SHEATHING TO REMAIN. 1203 Willamette Street - - — — — — — — Suite 210 Eugene, Oregon 97401 (E)STREETLIGHT ? 5414851003 N rowel lbrokaw.com (E)LANDSCAPE ILII C Architecture. Design. Strategy. STAMP (E)CONCRETE (E) 43- DIA TREE z PAVING 7A I (E)LANDSCAPE DEMO(E)HARDSCAPE I I I I I I � I I REVISIONS TO THIS SHEET REV. DATE DESCRIPTION .1-75-5118".l-8''-3" 4 725 A STREET BUILDING` NO CHANGES PROPOSED EXISTING LOCATION STRUCTURE OR INTERIOR IOR RELITIVE TO TAX ` LOT MAP PROPERTY LINE NOT SURVEYED T-0 I I SET ISSUE DATE I I fZ — EXISTING BICYCLE PARKING I ALLEY FACE OF BUILDING PRESUMED TO BE ON 4 - 3 PROPERTY LINE. NOT SURVEYED. DEMOLISH (E) WOOD A 301 - A301 - CLADDING @ PARAPET, 3 ABOVE. (E) STRUCTURE AND �� (E) STORM DRAIN IN ALLEY SHEATHING TO REAMAIN. a e BE U. a. mow. G 14rv1a Irtiwnn:e Pleee ® 0 0 cw oM Ie �a�ee., ,VHe .� �. e. „ �ImlHIn gFngndd an: weu Hlaervnwee�m �— r ,�MMena„Arte ----------- Re HI u pple Mueaum TI,p-elel N Idn apre Nen Siee _ �TmpsM1 m , Q e — w.enorsr'_ LTD BUS SITE � VACINITY MAP SITEREVIEW 2022-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. er SWE Protect Name SWE Envelope Project Addre s 725 A ST, SPRINGFIELD OR PLAN - SITE PLAN - EXISTING AND DEMO A-010 II ro (E) CITY COBRAHEAD STREET LIGHT 179-0" PL PER TAX LOT MAP (E)CATCH CURBOUTLET CUR80UTLEf BASIN ^ ASTREET T A-391PROVIDE NEW SIDEWALK ANO ----------------- ---------- CURBS PER CITY STANDARDS AT r T R--------------------- T--------------------------fi------Ir F OVERHANG, ABOVE DEMOLISHED CURB CUT. REPAIR ADJACENT HEAVED SIDEWALK I I I II l ❑ I EXTEND(E)IRRIGATION �` LIII/�III� EXISTING PLANT BEDS. TO NEW PLANTING l H-19-9' PROVIDE ALLOWANCE FOR LLLJJJ NEW (AOOT'L) LANDSCAPE PLANTING. (E) PLANTING BED I INSTALL NEW LANDSCAPE 0 I I (E) PLANTING BED AND EXTEND EXISTING IRRIGATION � I EXTENT OF SITEWORK SCOPE 6 9 6 ♦I- 120SF NEW PLANTING BED NEW PLANTING 8E0 ALIGN (N) CURB AND II 6 CONCREOF— — — — A311 it — — — — (E)CATCH CONCRETE PAVING (E) CITY DECORATIVE BASIN I ^ NEW CURB STREET LIGHT (N)8"CONIC. CURB III L (E)SITELIGHTING I I N l-1 I EXTEND(E)IRRIGATION PARKING STRIPING III. 1 I TO NEW PLANTING I 25 SPATES TOTA� T� ONE A CESSIBL / p -B• Y I LINE OF (E) PLANTER V 1' CURB. DEMOLISHED J NO COMPACT SPACkS oII II ONEWAYo iII ♦I- SM SF NEW PLANTING da III II h� III II 60.00° A I II e O I I BUILDING MOUNTED (E) PLANTER I e 0 — -- — ACCESSIBLE PARKING F Wb TREE Z 0 SIGNAGE. TYP. N (E)SITEZ1 I 0 I OVERHANG, ABOVE LIGHTING 725 A STREET w 25-0^ e'-9 A311 NO CHANGES PROPOSED TO EXISTING 0 c I i STRUCTURE OR INTERIOR W o w W O I A-311 F - y — — — EXTENT OF SITEWORK SCOPE— — — A T(LE SITE yy W HT MI PLANTER y I � w w n 5 Z I� (E) SITE LIGHTING (E) DRAIN IN ALLEY 74— 1 1 ST FLOOR & SITE PLAN 1-1 ZONEOFSURFACE DRAINAGE TO STREET a ZONEOFSURFACE DRAINAGE TO (E) PARKINGSTROM DRAIN ZONEOFSURFACE DRAINAGE TO ALLEY, A SITE DRAINAGE DIAGRAM 1" = 60'-0" (E) ROOF DRAINS PIPED UNDER THE DSIDEWALK TO CURB DRAINS NOTE: ELEVATIONS ARE APROXIMATE AND HVAE NOT BEEN SURVEYED. NOT FOR CONSTRUCTION. (E) ROOF DRAINS PIPED UNDER THE ALLEY DIRECTLY TO STORM SYSTEM ALLEY A 'FNTOFSITEWORKSCOPE— 1 1 , ALIGN (N) CURB WITH (E) CONCRETE PAVING AT NORTH ALIGN (N) CURB WITH PL AND (E) ALLEY PAVING TOTAL SITE AREA: 21,301 SF PERVIOUS AREA: 1,715 SF %PERVIOUS: 8% 5 PERVIOUS -NEW 1" = 60'-0" III PRESUMED LOCATION OF ROOF DRAIN CONNECTION TO CITY STORM IN ALLEY TOTAL SITE AREA: 21,301 SF PERVIOUS AREA: 1,010 SF %PERVIOUS: 4.7% 4 PERVIOUS - EXISTING 1" = 60'-0" GENERAL NOTES: ARCHITECTURAL SITE PLAN TAX LOT: 17933542949119 ZONING: MIXED USE COMMERCIAL STORMWATER THERE ARE NO EXISTING OR PROPOSED STORMWATER TREATMENT OR DETENTION FACILITIES ON THE PROPERTY. THE PROJECT SCOPE OF WORK DOES NOT REOUI RE THE IMPLANTATION OF STORMWATER TREATMENT OR DETENTION FACILITIES. THE DESIGN GOES NOT PROPOSE CHANGES TO THE SITE DRAINAGE. ROOF DRAINAGEIS ROUTED TO CURB OU IL ON A STREET AND DIRECTLY TO THE CITY STORMWATER SYSTEM IN THE ALLEY ON THE SOUTH SIDE OF THE BUILDING. PARTS OF THE PARKING (,' LOT SHEET DRAIN TO A STREET AND TO THE ALLEY, AND PART OF THE LOT DRAINS TO AN AREA DRAIN AT THE NORTH WEST CORNER OF THE LOT.a. I I I I I I I JAME. ' G YPE B, 5 /A-2@ A PC -1, REF. A-202 OF ROO ED LOCATIONOF ROOF GRAIN CONNECTION TO CITY STORM IN ALLEY a ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION LLJ em sa.. stals nanxrre -Place ••. vm'Pi°iita laoea®1611,�d®��=e'� SET ISSUE DATE swoon¢- eu� ae s°u,.n� - ®s°°°,a°.99 eat 1, l� SITEREVIEW A2MM8 enermk s� m..°m Q — 'nand and 9rmle SITEREVIEW 2022-02-11 �____z, i___________ ________________________ n�.�°.�, _____ —___. Corso�Pla main ems § �ne w,ra.N randy �_____—_____ x:mnw— 9 .,�r o°a«n, __ sir«. vac SITE LTD BUS PROJECT TRACKING n VACINITY MAP RBA#: 2115 N.T.S. P.I.C: JR PM / PA: PK/SL O. er SWE COBRA HEAD STREET LIGHT Protea BLDG E SWE Envelope HYDRANT 4 WAY — — — — — — — — - g Project Address STOP ASTREET 725 A ST, SPRINGFIELD OR c i KLV i SEE SITE PLAN i PLAN - SITE PLAN 0 I m i ij I I K ALLEY � b 4/-4Y.(r j NOTE: DIMENSIONS NOT SURVEYED �-� M30 CINITY PLAN 11_ 1" = 60,1 GENERAL PLANTING NOTES NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. Irrigation • All plantings are irrigated. • Irrigation to be design -build. • Existing and new irrigation to be on one control system - zoned. • Provide sleeves for irrigation system connecting all planted areas under pavement. • Provide installation, testing, balancing and programming of all irrigation system materials and components. • Provide minimum 80% head to head coverage, 100% coverage in all planted areas. • Do not overspray buildings or pavement. • Conduct pressure test to assure performance compliance before backfilling. • Warrant system at indicated performance level for one full year after Substantial Completion. At no cost to Owner, repair and adjust irrigation system as required to restore proper working order at end of warranty period. Irrigation Contractor is not responsible for vandalism, lack of Owner's maintenance or damage due to extreme weather. • Contractor will provide shop drawings to Architect. Compaction & Planting Soil Placement • Remove all construction and other debris before placing planting soil. • No material storage or heavy equipment is allowed within planting areas after site clearing and grading has been completed, except to excavate and grade as needed to plant. • Use approved topsoil or imported loam. Imported loam is natural, fertile, friable, sandy loam with at least 10% humus; free of rock, clay, silt, stones, clods, lumps, plants, roots, sticks, weeds, seeds, and other deleterious material including any evidence of horsetail. • Architect will review loam before placement. Make adjustments as directed before proceeding. • Insure that all sub grades provide drainage slopes as specified. • Verify that sub grades allowfor placement of planting soil to depths specified - a minimum of 18" at planter areas. • Architect will reviewsub grades for adequate depth and preparation. Make adjustments before proceeding. • Scarify or till all compacted sub grades to a depth of 12" prior to placing planting soil. Do not allow the sub grade to become compacted after scarifying. Planting Soil & Plant Bed Preparation & Planting Plant beds: minimum depth 18": 14" loam 4" compost • Compost: Lane Forest Products Blended Mint Compost. Rexius Blended Mint Compost. Approved equal • Loam: Lane Forest Products Nature's Best Planting Soil. Rexius Flower and Garden Approved equal • Mulch: Lane Forest Products Old Bark dust Rexius Beauty Bark Approved equal • Til / mix planting soil in all areas. • Place additional planting soil as necessary to establish finish grades shown on Drawings and to fill in depressions, blend grades and produce correct drainage. • Phase planting soil placement so that it is not compacted by machinery. • Suspend planting soil placement if sub grade becomes saturated. • Place planting soil in a relatively dry state, to depths specified and at locations shown on Drawings. Spread by hand around existing trees, paving and other structures to prevent damage. Establish grades as shown in Drawings. Fine grade planting soil to eliminate all rough or low areas. Rolland tamp to prevent future settlement. Remove stones and clods larger than 3% inch in size and all other weeds and debris. • After tilling is completed, no other construction traffic is allowed in the area except for planting and related work. • Architect will review planting soil placement and rough grading. Retain deliver receipts for Architect's Review. Contractor will make adjustments as directed before proceeding at no cost to the Owner. • Architect will review soil preparation and initial finish grading of all plant beds prior to plant material installation. • Warrant all plant material for one year following Substantial Completion. Contractor will replace plants as directed at end of warranty period at no additional cost to Owner. • Make minor adjustments in plant spacing as necessary to accommodate the irrigation system as installed, existing site elements and installed site elements. • Plants planted too deep or too shallowwill not be accepted. • Architect will review plant material installation, staking, finish grading and location prior to mulching. Contractor will make all adjustments with no additional cost to Owner. • Mulch to be place on all plant beds. n,.�—Irlrl rlrlr�n—n n nanFn n gym, rlrl �rlrlrn- ^n=n n n n I[ n n n. n I��II ��II ��II,�II ��II:�rllnll nllnll irRirll �rllnllnllnll,rll rill ��IIn IIS Idl.n.11 TPll.n�i-i5i o XISTING PLANTINGS TO REMAIN EXISTING TREE PLANT LIST �Or 13 o � Qty Botanical Name Common Name JR PM / PA: PK/SL LA: SHRUBS & HERBS 8 Comus sang uinea'Midwinter Fire' Midwinter Fire Dogwood 4 Hydrangea macrophylla Everlasting Bride Everlasting Bride Hydrangea 3 Ligustrum sinense'Sunshine' Sunshine Ligustrum 13 Prunus laurocerasus'Mount Vernon' Mt Vernon Laurel 8 Spiraea x'Goldmound' Goldmound Spiraea 20 Viburnum davidii David Viburnum PERENNIALS 15 He lleborus'Sparkling Diamond' Sparkling Diamond Hellebore 6 Iris sibirica'White Swirl' White Swirl Iris 5 Rudbeckia goldstrum Black Eyed Susan 22 Sedum 'Autumn Joy' Autumn Joy Sedum FERNS 8 Dryopteris wallichiana Wood Fern 6 Polystichum munitum Sword Fern PLANTING PLAN N 11-1 1/8"= 1'-0" ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowe]lbrokaw.com Architecture. Design. Strategy. STAMP �GISTE� 4 803 LORRI A NELSON r, OW0912013 OREGON N scAPE AgG� REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SETISSUE DATE SITE REVIEW M22 7 g;toll xoi i 11;7eC�7:11 � [� RBA#: 2115 P.I.C: JR PM / PA: PK/SL LA: LAN owner SWE Pqg tNzme SWE Envelope P,j dA,a,ess 725 A ST, SPRINGFIELD OR PLANTING PLAN A-112 rI KEY - PAINT TYPES PC -1: OARKCOLOR OVER EXISTING STUCCO PC -2: ACCENTCOLOR OVER EXISTING STUCCO H 2 1ST FLOOR RCP 1/8" = 1'-0" tAPEr Ce NEW PARAPE 1 2 NEW PARAPET CAP 2 A-301 A-301 ,1 ROOF n��y A-301 A-301 P EXTENT OF PARAPET CAP TBG. <ti P'� ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW MVP(I -08 SITE REVIEW 2022-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Owner SWE Project Name SWE Envelope Pro;ednddre� 725 A ST, SPRINGFIELD OR ROOF PLAN -1ST FLOOR RCP A-113 V11 - (E) ROOFING TO REMAIN. 725 A STREET NO CHANGES PROPOSED TO EXISTING STRUCTURE OR INTERIOR 5 A301 CAP ,1 ROOF n��y A-301 A-301 P EXTENT OF PARAPET CAP TBG. <ti P'� ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW MVP(I -08 SITE REVIEW 2022-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Owner SWE Project Name SWE Envelope Pro;ednddre� 725 A ST, SPRINGFIELD OR ROOF PLAN -1ST FLOOR RCP A-113 I L (E) PAINTED CONCRETE EAST -EXISTING 1/8" = 1'-n" ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com �— Architecture. Design. Strategy. STAMP SOUTH -EXISTING 1/A" = 1'_n" — ROOF n 20'.0" 1 2ND FL00 13'-0" 1ST FLOOR n o" V WEST -EXISTING 1/8" = 1'-n" REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW 2022-0308 SITE REVIEW 2022-02-11 LIVE -THROUGH CANOPY SJPPORTING STRUCNRE DEMOLISHED. PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL NORTH -EXISTING 1/A" = 1'_n" o«ner SWE Project Name SWE Envelope Project Address 725 A ST, SPRINGFIELD OR ELEVATIONS - DEMO A-201 RE I L CLADDING TYPE A @ STUCCO AND CONIC. WALL n CLADDING ASSEMBLIES u3" =1,-D„ NOTE: NO CHANGES PROPOSED TO WINDOW SIZES OR LOCATIONS. (E) BUILDING STRUCTURE FURRING AS REWIRED METAL CLADDING - BOX RIB WRB METAL FURRING FASTENERS WITH SHIMS METAL FURRING CLADDING TYPE A @ WOOD FRAMED WALL (E)STRUCTURE e' ` 3 SHEATHING (EXISTING OR NEWTBD) WRB A: ' METAL CLADDING -BOX RIB Q; lq METAL FURRING FASTENERS WITH SHIMS A� e; CLADDING TYPE B (E)STUCCO WALL KEY - CLADDING TYPES PHENOLIC WOOD PANEL SHIMMED ALU BACKING TYPE A -METAL PANEL OR METAL FURRING TYPE B -PHENOLIC PANEL WEST 1/8" = 1'-0" F EAST L 1/8" = 1'-0" .1-1IFItl KEY - PAINT TYPES PC -1: DARK COLOR OVER EXISTING STUCCO PC -2: ACCENTCOLOR (ORANGE?)OVER EXISTING STUCCO 0_1 RICHARDSON SPORT HEADOUATTERS GATEWAY ARESA, SPRINGH LEO OREGON p 1 PRECEDNET COLOR AND ORIENTATION PROPOSED FOR SWE (TYPE B) 1 2 3 4 3 (E)ELECTRICAL A CONDUIT A-301 A-381 R�00FF — — SI 2OO 7NDFLOOR 13 1 iSTFL00R & 0" REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW 282343-08 SITE REVIEW 2822-82-11 v0J LEI PAINT(E)STUCCO PROJECT TRACKING STOREFRONT AND DOOR RBA #: 2115 SOUTH P.I.C: JR PM / PA: PK/SL O.vner SWE lil ROWELL B R O KAW BOX RIB METAL PANEL. SAME PROFILE PROPOSD FOR ME (TYPE A). COLOR WILL BE DARK BRMZ INSTEAD OF GRAY 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. PARKLEXCIADDING IN VERTICAL PLANKS. SIMILAR STAMP COLOR AND ORIENTATION PROPOSED FOR SWE (TYPE B) 1 2 3 4 3 (E)ELECTRICAL A CONDUIT A-301 A-381 R�00FF — — SI 2OO 7NDFLOOR 13 1 iSTFL00R & 0" REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW 282343-08 SITE REVIEW 2822-82-11 v0J LEI PAINT(E)STUCCO PROJECT TRACKING STOREFRONT AND DOOR RBA #: 2115 SOUTH P.I.C: JR PM / PA: PK/SL O.vner SWE lil (E)STOREFRONT J NORTH 1 in-- = 1 --n-- Prged Name SWE Envelope _ROOF 20'-0" V Probed Addre55 i 725 A ST, SPRINGFIELD OR ID FLOOR n ELEVATIONS ST FLOOR 0" 7 (E) STOREFRONT AND DOORS (� ROCK CLADDING A-202 (E) ROCK CLADDING (E)STOREFRONT J NORTH 1 in-- = 1 --n-- Prged Name SWE Envelope _ROOF 20'-0" V Probed Addre55 i 725 A ST, SPRINGFIELD OR ID FLOOR n ELEVATIONS ST FLOOR 0" 7 (E) STOREFRONT AND DOORS (� ROCK CLADDING A-202 ro ROOF n W it V FLOOR J1 13'-d' 1 FLOOR n P V e TYP. W. WALL SECTION J1/21111-011 ®S. WALL SECTION 1/2" = 1'-0" n ROOF n 20'-ir V too 1 -OR 14 A-311 1STFLOOR n P V nIJ S. ENTRY WALL SECTION L=] 1/2" = 1'-0" 2-] N. ENTRY SECTION @ WALL u 1/2" = 1'-0" ROOF n 20'- 1 V XD RIM 13'-0" 1STFL00R n 0" V n N. ENTRY SECTION @ STOREFRONT LIJ 1 /A1 1 1/2" = 1'-0" ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITERMEW 2822-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Winer SWE Protect Name SWE Envelope Project Addre s 725 A ST, SPRINGFIELD OR WALL SECTIONS A-301 F O) O O O CH CH O CH FA TYP. S. SOFFIT BASE 311 1-011 FURRING, SIZE TBD. ALIGN OUTSIDE FACE OF CLADDING W/ OUTSIDE FACE OF EXISTING CLADDING. LIaL1\4L11020 4141 LAP WRB OVER SHEET METAL FLASHING MEET METAL FLASHING AND CLEAT ALIGN EDGE OF SHEET METAL FLASHING W/ ADJACENT Q STONE WALL I'UI WRB FURRING, SIZE TBD. ALIGN OUTSIDE FACE OF CLADDING W1 OUTSIDE FACE OF EXISTING CLADDING. METAL WALL PANEL LAP WRB OVER SHEETMETAL FLASHING SHEET METAL FLASHING AND CLEAT I CONTINUOUS CAVITY FOR LED STRIP EXISTING STONE FACADE PARAPET CLADDING BASE @ S. STONE WALL 3" = 1'-0" WRB METAL FURRING PHENOLIC WOOD PANEL LAP WRB OVER SHEET METAL FLASHING SHEETMETALFIASHING SHEET METAL FLASHING AND CLEAT TYP. WDW. HEAD @ PHENOLIC CLADDING L� 3" = 1'-0" SHEET METAL PARAPET CAP ROOF MEMBRANE, TBD PARAPET CAP BLOCKING NEW WRB OVER (E) GYP. SHEATHING CONT. METAL CLEAT METAL FURRING NEW CONSTRUCTION TO (E) ROOFING CONNECTIONT.B.D - VARIES METAL WALL PANEL WRB (E) SHEATHING EXISTING WALL TYP. NORTH PARAPET DETAIL WRB OVER (E) """•'^ METAL FURRIN METAL WALL P LAP WRSOVEF METAL FLASHII METAL CLEAT SHEET METAL PAINTLEI STUC-- ..�...., TYP. N. SOFFIT BASE EXISTING MILL EXIST METAI FRAMI PREM WRB WOOD CLADDING TOP, TYP. 3" = 1'-n" EXISTING WALL WRB-��T METAL FURRING SUB -FRAMING PHENOLIC WOOD PANEL n WOOD CLADDING BASE, TYP. 1 V 3" = 1'-0" PHENOLIC WOOD PANELS METAL FURRING SHEETMETALFIASHING WRB, LAP OVER METAL FLASHING METAL CLEAT SEALANT EXISTING WALL ANDWMDW. — WRB METAL FURRING LAP WRB OVER SHEET METAL FLASHING METAL WALL PANEL (E) STUCCO AROUND WINDOW OPENINGS SHEETMETAL FLASHING DEMO (E) STUCCOS SUNSHADESUPPORT BOLT PER STRUCTURAL EXISTING WAL dd WEST WALL SECTION HORIZ. SUNSHADE 3" = 1'-n" (E) STUCCO AROUND WRB FURRI METAI LAPW METAI J-TRIN SHEET METAI SEALF EXISTING WALL TYP. WEST WDW. JAMB SEALANT METALCLEAT SHEET METAL FLASHING WRB LAP WRB OVER SHEET METAL FLASHING 1141TYP.JOIM S DEMO IEISTUCCO SUNSHADESUPPORT(E)STC — JAMB DETAIL @ PHENOLIC WOOD CLADDING 3" = 1'-0" Oyu=t=,u�.a1= SUNSHADE J -TRIM a METALWALLPANEL — rc < HOLT PER STRUCTURAL rc U METAL FURRING Z WRB E (E) STUCCO AROUND WINDOWOPENINGS — EXISTING WALL WEST WDW. JAMB @ SUNSHADE SUPPORT 3" = 1'-0" METAL FURRING, SIZE TBD. WRB (E) STUCCO AROUND \MNDOWOPENINGS - METAL WALL PANEL - METAL FURRING, SIZE TBD. LAP WRB OVER SHEET METAL FLASHING DEMO (E) STUCCO Q SUNSHADESUPPORT — SHEET METAL FLASHING BOLT PER STRUCT. STL. BENT PLATE SUNSHADE 0 rc 18 "< —r SHEETMETAL FLASHING METAL CLEAT SEALANT 3 TYP. WEST WDW. HEAD 3" = 1'-0" BACKER ROD AND SEALANT METAL CLEAT WRB HEAVYGAUGESHEET METAL SILL FLASHING GENERAL NOTES: EXTERIOR DETAILS ROWEL L J -TRIM 1. FURRING SIZES TO BE DETERMINED BY EXISTING WALL SHEET METAL PARAPET CONDITIONS. B R O KAW CAP ROOF MEMBRANE, TBD (N) WORK TO (E) ROOFING P.T. PARAPET CAP CONNECTIONT.B.O 1203 Willamette Street BLOCKING SILL Suite 210 NEW WRBOVER(E) Eugene, Oregon 97401 SHEATHING - – — 5414851003 COM. METAL CLEAT rowel lbrokaw.com SHIMMED METAL FURRING WRB Architecture. Design. Strategy. METAL WALL PANEL (E)SHEATHING STAMP TYP. WEST PARAPET DETAIL 1 3" = 1 4 '-n" METAL FURRING, SIZE TBD. WRB (E) STUCCO AROUND \MNDOWOPENINGS - METAL WALL PANEL - METAL FURRING, SIZE TBD. LAP WRB OVER SHEET METAL FLASHING DEMO (E) STUCCO Q SUNSHADESUPPORT — SHEET METAL FLASHING BOLT PER STRUCT. STL. BENT PLATE SUNSHADE 0 rc 18 "< —r SHEETMETAL FLASHING METAL CLEAT SEALANT 3 TYP. WEST WDW. HEAD 3" = 1'-0" BACKER ROD AND SEALANT METAL CLEAT WRB HEAVYGAUGESHEET METAL SILL FLASHING tYHiH�➢ z O 0 PJG14 (E)STOREFRONT REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SETISSUE DATE SITEREVIEW 2822-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. er SWE EXISTING WALL METAL WALL PANEL METAL FURRING LAP FLUID -APPLIED FLASHING Preled m Nae OVER SHEET METAL FLASHING SWE Envelope Project Address FLASHING SHEETMETAL 725 A ST, SPRINGFIELD OR DEMO (E) STUCCO 2 IN. ABOVE T.O. (N) CONC. STEM WALL. EXTEND WRB BELOW l GRADE L n CONC.STEMWALL, �.., -' EXTERIOR DETAILS REF. 1 /A-312 GRADECHANGES ALONG WEST WALL. SEE ELEVATIONS. TYP. W. METAL WALL BASE A=311 J -TRIM METAL WALL PANEL METAL FURRING (E) STUCCO AROUND \MNDOW OPENINGS -1 TYP. WEST WDW. SILL tYHiH�➢ z O 0 PJG14 (E)STOREFRONT REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SETISSUE DATE SITEREVIEW 2822-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. er SWE EXISTING WALL METAL WALL PANEL METAL FURRING LAP FLUID -APPLIED FLASHING Preled m Nae OVER SHEET METAL FLASHING SWE Envelope Project Address FLASHING SHEETMETAL 725 A ST, SPRINGFIELD OR DEMO (E) STUCCO 2 IN. ABOVE T.O. (N) CONC. STEM WALL. EXTEND WRB BELOW l GRADE L n CONC.STEMWALL, �.., -' EXTERIOR DETAILS REF. 1 /A-312 GRADECHANGES ALONG WEST WALL. SEE ELEVATIONS. TYP. W. METAL WALL BASE A=311 PAVEMENT PATCH DETAIL 1 112" = 1' U' L SUNSHADE AXON (E) PAVEMENT NEW PAVEMENT REPAIR SUBGRADE AS REQUIRED n SUNSHADE A ELEVATIONSUNSHADE B TYP. ELEVATION 1/2" = 1'-0" ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE SITEREVIEW 2622-03-08 SITE REVIEW 2@2-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O er SWE FOR WALL BASE DETAIL, S1IA-311 CONC. STEM WALL — (E( WALL (N(6 IN. CONC. CURB PLANTING SOIL Pmje t Name NEWPAVEEMENT 4. � SWE Envelope AREA II III-� -� m GRAVEL Pmje t Addres 725 A ST, SPRINGFIELD OR w II II II II II 1ST FLOOR I� EXTERIOR / SITE (E�FLOORSLAB DETAILS OL— (E(SOIUGRAVEL WEST PLANTER SECTION DETAIL A=312 1 1/2" = 1'-0" 'Cb 81 79 '8 0 '� '85 '8 5 '85 88 8.5 84 851 er '80 '�[ 80 79 ]] .� 7 1 74 75 q4 04 03 03 02 a2 03 a3 04 a.5 0 18 39 3 _ TII ILII ILII III II III-II_I III II I_III-II ILII II--I�IIIQII II _ _ '6311 `�: A112 ']o- o, 56 5 u 5'a5 a5 a4 'a3 3 q2 a2 'a3 a3 a4 'a.5 a, 1A 9 51II i 'IIT,-,. , ���'I 63']3 89 '.585 a9 3 1ra3a3 aj a3 a4 'a8 '18 '34 58 II III- a2s - I� m_a6'80 s- �9a %e �e4'a9 ] p8 a5 9 a3 a3 a3 aA a a, a]5 9 2. 8 ]4 [ 1E-81111-8I7-TIF=III II -II II-l�,�_ o o . o. o o15 91 5 5 98 98 10a X98 9] X98 104 99 99 -�99 19.8 93 IIRII R III R III � _ _ 1 p, a] a. {9 1 m- a3 a3 a3 aA .5 a. 10 2. 0 ]8rTT-rT 1 r T-1 r T -I - H-82 8 9D 9a '91&6 83 89 98 X89 90 9.0 8] 83 t2 a9 a] a6 a5 a3 a3 aA aA .5 a. 9 1] 39 55 6J64 '84 6tOX82. X64 60 60 5 '41 6 14 36 34- 31 4a 35 4.1 36 36 29 1334 'Qa4A 8 X58 '81 59 .1 124 8 '1A '1. a8 'a] 'a8'0. 'a4 'a4 a4 'a4 'aA 'a5'a.5 'a. 0 13 '2 'z0 'v '2z 2a 'v z 3< 32 29 26 2tl 23 20 11 IS 13 0 p8 p. a.5 a6 a] 'a8 a9 0 '1.1 1A IS IS 8 '3] 3.5 3] '3] '38 '33 '2] 2.5 23 '23 '19 '1] '1A '13 0 a8 'a] 'a8 'a. 'a.5 'a8 a8 'a] 'a8 'a9 '10 '1.1 '1A 16 '16 ] a]5 1 a]5 9 33 3.5 35 3A 32 29 28 24 22 20 18 IS 1A 12 0 a8 a] a8 a, 'a.5 'a6 '06 'a] 'a8 '09 10 'IA '1.4 18 '1.5 ] 3 9nI 33 38 38 35 32 29 28 24 21 19 11 Is 1A 12 1.0 'a.5 'a8 'a] 'a8 '09 '10 'L1 '1A '1.5 '1.5 i6 X34 4.2 '4A '4S AL1 X36 29 26 23 20 18 X15 1A X12 1,1 'a9 .0 a a6 a6 (I a.5 'a.5 'a8 'a] �a8 X02 X10 12 '1A IS 18 5 lI 3. 3. 27 23 19 11 15 13 IA Ie 08 a8 0A 0 08 09 Ie 1.2 13 1A 11 A 8 9 51 5.5 'U '39 '28 22 18 '18 '1A '12 0 'a9 0 a] 4 a8 4 a5 'a. 1 a.5 1 a8 a8 ] 4 a8 4 a9 '10 '1.1 13 1.5 '1] A 3 D / 3 ' ' ' ' ' Q]5 ' } 4. 56 '5. 48 3] 3a 2tl 2a 1] 15 13 '1.1 0.8 '0.8 0.7 'a8 a8 'a5 'a.5 'a6 a8 ' a] 75 a8 'a9 '1. '1.1 13 1.5 '18 5 3 L5 .1 Le tl2 3.4 '27 '22 '18 '18 '13 11 '1.0 'a9 a] 'a] us Erb 'a6 'a6 'a] 8 'a8 'a9 '1.1 '1.2 '1.4 4 1.6 18 .. 3.8 l2 4.1 35 29 2tl 2a 1.6 1.4 12 10 a9 8 a] a8 p.5 a5 a5 0A 5 a.5 a6 a6 a] a8 a9 10 12 1.4 1.7 20 2tl 2 3 28 2tl 2a 11 1.4 1.2 0 09 a] a8 a8 a.5 a5 a5 0A 0.5 a.5 a.5 a6 a8 a, a8 a 1.2 1.4 11 20 'lA t6 1]- 18 16 IS 13 '1- ip 'p.8 01 a] '06 05 a5 atl .'atl a4 OQ '(1 a4 a5 5 ~ a5 'a8 U' 12 18 19 I .1, 11 12 13 X12 1 10 .'a,9 8 ' a]. 'OB a6 ' 5 a5'. '_a4 'a4a4 atl ',a1 0 'atl _'a4 a5 A5 'aB �B.l 8 a 12 1tl �18 ''22 28 5 aa5 aa ] a9 a9 a9 a, a8 ] a6 a8 a5 4 4 a4 a4 a3 03 OA '(1 'a4 'a4 a4 'a. 'a6 'a6 ] 'a9 L1 IS '15 '19 X23 a]5 a5 'a3 'a='a4 05 '05 'a5 'a='atl a4 'a4 '03 '03 'a3 'a3 'a3 'a='a3 '03 '03 'a, 'a='a4 '0.4 'a4 'a as 'a6 'a] '0.8 '1='11 '13 X15 annannan Plan View Scale - 1" - eR 725 A STREET NO CHANCES PROPOSED TO EASTIING STRUCTURE OR ONTEROR F. L Schedule Symb.1 Label QTY Manufacturer Catalog Number Description Lamp Number Lamps Filename 8 38 4S 9 '53 '58 33 34 44 53 51 58 6a Lamp r 38 1 0.9 25.26 8.1 63 61 6a 15� `Ij29 Py3.1 54 64 GA 63 51 75 .51 54 64 64 59 5 Uthonia 38 52 59 58 5A 49 1 '37 4A 100% 5 '48 'l4 3.4 4.0 4.4 4.5 43 da - 33 3.6 4.a 4A 40 37 - 3.1� 36 38 39 39 36 3.4 3.8 4.1 4.1 40 37 L BUG - 3.8 4.4 4.] '4.7 4A 4a '4.3 5.1 5.5 '5A 0 l3 4, 5 To 61 60 5a ]2 89 81 50 l B1 -U3 - 48 55 59 51 3 5 4,5 4 4.7 5a 4S 48 4a 3< 32 29 26 2tl 23 20 11 IS 13 0 p8 p. a.5 a6 a] 'a8 a9 0 '1.1 1A IS IS 8 '3] 3.5 3] '3] '38 '33 '2] 2.5 23 '23 '19 '1] '1A '13 0 a8 'a] 'a8 'a. 'a.5 'a8 a8 'a] 'a8 'a9 '10 '1.1 '1A 16 '16 ] a]5 1 a]5 9 33 3.5 35 3A 32 29 28 24 22 20 18 IS 1A 12 0 a8 a] a8 a, 'a.5 'a6 '06 'a] 'a8 '09 10 'IA '1.4 18 '1.5 ] 3 9nI 33 38 38 35 32 29 28 24 21 19 11 Is 1A 12 1.0 'a.5 'a8 'a] 'a8 '09 '10 'L1 '1A '1.5 '1.5 i6 X34 4.2 '4A '4S AL1 X36 29 26 23 20 18 X15 1A X12 1,1 'a9 .0 a a6 a6 (I a.5 'a.5 'a8 'a] �a8 X02 X10 12 '1A IS 18 5 lI 3. 3. 27 23 19 11 15 13 IA Ie 08 a8 0A 0 08 09 Ie 1.2 13 1A 11 A 8 9 51 5.5 'U '39 '28 22 18 '18 '1A '12 0 'a9 0 a] 4 a8 4 a5 'a. 1 a.5 1 a8 a8 ] 4 a8 4 a9 '10 '1.1 13 1.5 '1] A 3 D / 3 ' ' ' ' ' Q]5 ' } 4. 56 '5. 48 3] 3a 2tl 2a 1] 15 13 '1.1 0.8 '0.8 0.7 'a8 a8 'a5 'a.5 'a6 a8 ' a] 75 a8 'a9 '1. '1.1 13 1.5 '18 5 3 L5 .1 Le tl2 3.4 '27 '22 '18 '18 '13 11 '1.0 'a9 a] 'a] us Erb 'a6 'a6 'a] 8 'a8 'a9 '1.1 '1.2 '1.4 4 1.6 18 .. 3.8 l2 4.1 35 29 2tl 2a 1.6 1.4 12 10 a9 8 a] a8 p.5 a5 a5 0A 5 a.5 a6 a6 a] a8 a9 10 12 1.4 1.7 20 2tl 2 3 28 2tl 2a 11 1.4 1.2 0 09 a] a8 a8 a.5 a5 a5 0A 0.5 a.5 a.5 a6 a8 a, a8 a 1.2 1.4 11 20 'lA t6 1]- 18 16 IS 13 '1- ip 'p.8 01 a] '06 05 a5 atl .'atl a4 OQ '(1 a4 a5 5 ~ a5 'a8 U' 12 18 19 I .1, 11 12 13 X12 1 10 .'a,9 8 ' a]. 'OB a6 ' 5 a5'. '_a4 'a4a4 atl ',a1 0 'atl _'a4 a5 A5 'aB �B.l 8 a 12 1tl �18 ''22 28 5 aa5 aa ] a9 a9 a9 a, a8 ] a6 a8 a5 4 4 a4 a4 a3 03 OA '(1 'a4 'a4 a4 'a. 'a6 'a6 ] 'a9 L1 IS '15 '19 X23 a]5 a5 'a3 'a='a4 05 '05 'a5 'a='atl a4 'a4 '03 '03 'a3 'a3 'a3 'a='a3 '03 '03 'a, 'a='a4 '0.4 'a4 'a as 'a6 'a] '0.8 '1='11 '13 X15 annannan Plan View Scale - 1" - eR 725 A STREET NO CHANCES PROPOSED TO EASTIING STRUCTURE OR ONTEROR F. L Schedule Symb.1 Label QTY Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Lumen per M.Itiplie LLIF Wattage Efficiency Distrib t En u Polar Plot Note. O 33 35[ruc[urs VOLTA-RNG-DI-3--3050-5(%)- %%-STD 48 VOLTA-RNG-DI- 3--3050-5(%)- Lamp r 38 1 0.9 25.26 100% %%-STD.ies 75 1 Uthonia DS%W1 LED 20C 530 DS%W3 LED WITH (2) 10 LED LED 1 DS%W3_LED_2 4287 1 0.9 34.9 100% TYPE IV, Lighting 101K T3M MVOLT LIGHT ENGINES, TYPE T3M OC_530_40K_T MEDIUM, 0 Y3 OPTIC, 40001K, @ 530mA. 3M_MVOLT.i. BUG RATING: B1 -U3 - G2 48 Kelvix-MA%100 M35K-WR-24V M35K-WR-24V - 1R 2835 Diode 19 m351k-wr24v- 9 1 0.9 1.064 100% lR.ies ZZ III 15#1 sm � . . i i� IS ,� _ as 075 1 3A 12 2A 2A 23 2A IS IS IS a 1 C f 3< 32 29 26 2tl 23 20 11 IS 13 0 p8 p. a.5 a6 a] 'a8 a9 0 '1.1 1A IS IS 8 '3] 3.5 3] '3] '38 '33 '2] 2.5 23 '23 '19 '1] '1A '13 0 a8 'a] 'a8 'a. 'a.5 'a8 a8 'a] 'a8 'a9 '10 '1.1 '1A 16 '16 ] a]5 1 a]5 9 33 3.5 35 3A 32 29 28 24 22 20 18 IS 1A 12 0 a8 a] a8 a, 'a.5 'a6 '06 'a] 'a8 '09 10 'IA '1.4 18 '1.5 ] 3 9nI 33 38 38 35 32 29 28 24 21 19 11 Is 1A 12 1.0 'a.5 'a8 'a] 'a8 '09 '10 'L1 '1A '1.5 '1.5 i6 X34 4.2 '4A '4S AL1 X36 29 26 23 20 18 X15 1A X12 1,1 'a9 .0 a a6 a6 (I a.5 'a.5 'a8 'a] �a8 X02 X10 12 '1A IS 18 5 lI 3. 3. 27 23 19 11 15 13 IA Ie 08 a8 0A 0 08 09 Ie 1.2 13 1A 11 A 8 9 51 5.5 'U '39 '28 22 18 '18 '1A '12 0 'a9 0 a] 4 a8 4 a5 'a. 1 a.5 1 a8 a8 ] 4 a8 4 a9 '10 '1.1 13 1.5 '1] A 3 D / 3 ' ' ' ' ' Q]5 ' } 4. 56 '5. 48 3] 3a 2tl 2a 1] 15 13 '1.1 0.8 '0.8 0.7 'a8 a8 'a5 'a.5 'a6 a8 ' a] 75 a8 'a9 '1. '1.1 13 1.5 '18 5 3 L5 .1 Le tl2 3.4 '27 '22 '18 '18 '13 11 '1.0 'a9 a] 'a] us Erb 'a6 'a6 'a] 8 'a8 'a9 '1.1 '1.2 '1.4 4 1.6 18 .. 3.8 l2 4.1 35 29 2tl 2a 1.6 1.4 12 10 a9 8 a] a8 p.5 a5 a5 0A 5 a.5 a6 a6 a] a8 a9 10 12 1.4 1.7 20 2tl 2 3 28 2tl 2a 11 1.4 1.2 0 09 a] a8 a8 a.5 a5 a5 0A 0.5 a.5 a.5 a6 a8 a, a8 a 1.2 1.4 11 20 'lA t6 1]- 18 16 IS 13 '1- ip 'p.8 01 a] '06 05 a5 atl .'atl a4 OQ '(1 a4 a5 5 ~ a5 'a8 U' 12 18 19 I .1, 11 12 13 X12 1 10 .'a,9 8 ' a]. 'OB a6 ' 5 a5'. '_a4 'a4a4 atl ',a1 0 'atl _'a4 a5 A5 'aB �B.l 8 a 12 1tl �18 ''22 28 5 aa5 aa ] a9 a9 a9 a, a8 ] a6 a8 a5 4 4 a4 a4 a3 03 OA '(1 'a4 'a4 a4 'a. 'a6 'a6 ] 'a9 L1 IS '15 '19 X23 a]5 a5 'a3 'a='a4 05 '05 'a5 'a='atl a4 'a4 '03 '03 'a3 'a3 'a3 'a='a3 '03 '03 'a, 'a='a4 '0.4 'a4 'a as 'a6 'a] '0.8 '1='11 '13 X15 annannan Plan View Scale - 1" - eR 725 A STREET NO CHANCES PROPOSED TO EASTIING STRUCTURE OR ONTEROR F. L Schedule Symb.1 Label QTY Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Lumen per M.Itiplie LLIF Wattage Efficiency Distrib t En u Polar Plot Note. O 33 35[ruc[urs VOLTA-RNG-DI-3--3050-5(%)- %%-STD 48 VOLTA-RNG-DI- 3--3050-5(%)- Lamp r 38 1 0.9 25.26 100% %%-STD.ies 1 Uthonia DS%W1 LED 20C 530 DS%W3 LED WITH (2) 10 LED LED 1 DS%W3_LED_2 4287 1 0.9 34.9 100% TYPE IV, Lighting 101K T3M MVOLT LIGHT ENGINES, TYPE T3M OC_530_40K_T MEDIUM, 0 Y3 OPTIC, 40001K, @ 530mA. 3M_MVOLT.i. BUG RATING: B1 -U3 - G2 48 Kelvix-MA%100 M35K-WR-24V M35K-WR-24V - 1R 2835 Diode 19 m351k-wr24v- 9 1 0.9 1.064 100% lR.ies ZZ 15#1 sm .41 � 3.9 . 2of2 m