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HomeMy WebLinkAboutPlan, Final APPLICANT 6/9/2022it SWE -EXTERIOR REPAIRS AND RECLADDING SITE REVIEW: FINAL SITE PLAN OWNER SYSTEMS WEST ENGINEERS 725 A STREET SPRINGFIELD OR, 37477 PH: 15411342-7210 amangnch@s d msvestengineers.com GENERAL CONTRACTOR MCKENZIE COMMERCIAL ADDRESS865 W 2ND AVE EUGENE OR, 37402 PH: 541-3437143 CONTACT: JIM MENDER PH: 541-3437143 jma ffomccmaN.b¢ ARCHITECT STRUCTURAL ENGINEER ROWELL BROKAW ARCHITECTS BRANCH ENGINEERING 1283 WILLAMETTE ST 310 5TH STREET EUGENE OR, 37401 SPRINGFIELD OR, 37477 PH: 541-0851003 PH: 541-74&0637 CONTACTS: CONTACT: PETER KING -ARCHITECT RICK HERNANDEZ PETER@ROWELLBROKAW.COM rick@branchengineering.com SERENA LIM-ARCHITECT PLANTING PLAN SERENA@RO W ELLBROKAW.COM ROOF PLAN -1ST FLOOR RCP PROPOSED: RENDERING -NOT FOR CONSTRUCTION EXISTING: PHOTO 0 o. sengeaa� s, •` Teol-ebrory n e��do& �nwead Il ��ry uusw� ® a � orivaoebv�m 3 0 61me creme P mSea-ePaee ® ee `11179 11, -nP.r u, synnm smay $ ,. 11 �4 c 971se n� a9" The Nauuu^. comsmio nmm caxr 9 pma rxn e R'1--remoy eeem w:a.Q ue�rob,�� r-orrm SITE VACINITY MAP LTD BUS DRAWING INDEX Sheer Nra . Sheet Name GENERAL GNp1 COVER ARCHITECTURAL APM 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 WA-LSECTK)NS-DETAILS A-311 EXTERIOR DETAILS LIGHTING LT -01 LIGHTING PLAN LT412 LIGHTING DIGRANIS ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP LS. RD ELL EUGENE, OREGON OF REVISIONS TO THIS SHEET ID DATE DRAWING SYMBOLS KEY AND ABBREVIATIONS ROOM NAME —,, & AND Roam Name ® AT INSUL INSULATION ROOM# �1 i ROOMTAG IS INTERIOR STOREFRONT ACM COMPOSITEMETAL PANEL ADI ADJACENT LCKR LOCKER AFF ABOVE FINISHED FLOOR Loc LOCATION FINAL SITE PLAN 2022-06-02 NORTH: INDIRECTION OF ARROW HEAD AV AUDIOIVISUAL MATL MATERIAL BO BOARD Mae MAXIMUM SET ISSUE DATE BLW BELOW MECH MECHANICAL A GRIDLINEMARKER BO BOTTOM OF MEMB MEMBRANE SPSET 2071-0520 O BOC BOTTOMOFOONCRETE MFR MANUFACTURER BOS BOTTOMOFSIAB MIN MINIMUM BID SEr 2022-04-22 A BOT, BOTT BOTTOM MIR MIRRORED SITE REVIEW 2022-04 8 ,19- ELEVATION MARKER SR BRICK SITE REVIEW 2022-02-11 M) NEW w CONTROLJOINT WA NOTAPPLICABLE SIM OR TYP SPOT ELEVATION MARKER CL CENTERLINE NIC NOT IN CONTRACT DESIGNATION CLG CEILING MS NOT TO SCALE CIM CLEAR SECTION OR DETAIL k SIM SECTION CALLOUT: CMU CONCRETE MASONRY UNIT OI OVER 1 ARROW INDICATES DIRECTION OF SECTION VIEW WE CITY OF EUGENE (WILDING DEPARTMENT) OC ONCENTER A-101 -SOLID ARROW -WILDING SECTION COL COLUMN OFCI OWNER FURNISHED CONTRACTOR INSTALLED SHEETk -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 CW CURTAINWALL PLAN PLASTIC DWINATE P.I.C: JR SECTION OR DETAILSIM DBL DOUBLE A-101 pEPR DEPRESSION RCB RUBBER COVE BASE PTp PALMED PM / PA: PK/SL # �-'/—/1 DETAIL CALLWT A-1 SHEETCIA DIAMETER RCP REFLECTED CEILING PLAN DIM DIMENSION REF REFRIGERATOR DJ DRIFT JOINT REINF REINFORCING k INTERIOR ELEVATION CALLOLT: CS DOWNSPOUT REQ REQUIRED ELEVATION# k k NUMBERS AT ARROWS INDICATE DTL DETAIL RD ROUGH OPENING k ^ REFERENCED ELEVATION DRAWINGS DW DISHWNSHER tamer SHEET# DWG DRAWNG SAM SELF -ADHERING MEMBRANE SII11E �\ DWR DRAWER So STOW DRAIN SWE ELEVATION# �'i(#J� EXTERIOR ELEVATION CNDICAT SF SQUARE FIR F�)• NUMBERS ATA ELEVATION CNOICATE REFERENCED (E) EXISTING SFRM SPRAYEDQRFEET 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 ProleCName EQ EQUAL SS STAINLESSSTEEL SWE Envelope ® ES EXTERIORSTOREFRONT SIFT STOREFRONT WALL TAG- STL STEE SEE SHEET A402 FOR MORE INFORMATION FAC FACTORY STRUO STRUCTURE FC FANCOIL SUSP SUSPENDED EXTERIOR WALL TAG FCS FIBERCEAENTSmING Project Address FO FLOOR DRAIN T.O. TOPOF 725 A ST, SPRINGFIELD OR FOC FIRE DEPARTMENT CONNECTION TBD TO BE DETERMINED Fi FLOOR TAG FE FIREEXTINGWSHER TOC TOPOFCONCRETE FEC FIRE EXTINGUISHER CABINET TOP TOP OF FOOTING FIN FINISH TOS TOPOFSIAB ROOFTAG FUR, FL FLOOR PAF THROUGHWALLFIA90NG R1 FIND FOUNDATION TYP TYPICAL FO FACEOF Cia CEILING ASSEMBLY TAG FOF FACE OF FINISH UNO UNLESS NOTEDOTHERWSE COVER FR FIRE RATED FRIG FRAMING W WITH O WINDOW/STOREFRONT TAG FRP FIBER REINFORCED PLASTIC WI WITHIN CABINETTYPE FS FIRESPRINKLER WN) WITHOUT CASEWORK TYPETAG: W1 WALLASSEMBLY SEE DETAIL SHEET FOR ADDITIONAL INFO. GF GROUND FLOOR WN WATER HEATER CABINET DEPTH EQUIPMENT I TOILET ACCESSORIES TAG GL GLAZING YUP WATERPROOFING CEED GL GRIDLINE WMR WEATHER RESISTANT BARRIER GM GVPSIM WALL BOARD W1 WNDOWTAG: WINDOW TYPE AND ID# HGT HEIGHT HIM !ALLOW METAL 0 0 HJDRL HANDRAIL 101.1 DOOR TAG HR HOUR HS HOLLOWSTEEL n NW VIEW - EXISTING u 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 S. RO ELL • • EUGENE, OREGON OF OR��o REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSEr 2822-08-28 BID SET 2822-0422 SITE REVIEW 2822-04 8 SITE REVIEW 2822-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Winer SWE Protect Name SWE Envelope Project Addre, 725 A ST, SPRINGFIELD OR PERSPECTIVE VIEWS A-005 7 L- (E)CURBCUT o � N F i (E)STOP SIGN / I (E) MONUMENT SIGN BASE (NO SIGN). (E)LANDSCAPE — (E).1-24" DIA TREE (E)STORM DRAIN \ (E) CONCRETE SI DEWA LK. TYP. (E) SITE LIGHTING (E)STREET LIGHT 1 W =0 W rc W a � w U) e o ! (E) PARKING STRIPING, TY➢. F m (E)CURS ❑. - I: (E) SITE LIGHTING IIII I I I I (E)STREETTREE //. i \ (E) SITE LIGHTING n SITE EXISTING/DEMO PLAN 1 1/8" = 1'-0" M'-2. REMOVESTRIPING REPAIR TO ESXITING HEAVED SIDEWALK 17 EXISTING PARKING SPACES DEMOLISH EXISTING CURB CUT AND DRIVE ASILE 1T6-0' PL PER TAX LOTMAP 28-0. (E)CURBCUT ABOVE: DEMOLISH (E) WOOD CLADDING @ OVERHANG. (E) STRUCTURE AND SHEATHING TO REMAIN. (E)LANDSCAPE TO BE DEMOLISHED - DEMOLISH (E) CONCRETE CURBALONG WEST EXTERIOR DEMOLISH EDGE OF (E) ASHPHALT PAVING FOR NEW CURN AND PLANTING BED 2 Q' V DEMOLISH DW THRGH CANOPY Y� (ABOVE), SUPPORT STRUCTURE, AND ✓/V TRAFFIC ISlAN05 V V V L ROWELL ABOVE: DEMOLISH CLADDING @ HA WOOD B R O KAW e° 1 ASTREET 2 2 STRUCTURES AND SHEATHING TO 3 A381 � A381 REMAIN. - 1203 Willamette Street — — — — — — Suite 210 Eugene, Oregon 97401 II (E)STREEr LIGHT 'v :r 5414851003 rowel Ibrokaw.com (E)LANDSCAPE Architecture. Design. Strategy. III STAMP D a( R A E)CONCRETE �`� �C AVING 7(, G V147) S. RO ELL (E) 43" DIA TREE Ly I (E)LANDSCAPE DEMO(E)HARDSCAPE • I I EUGENE, OREGON N � CQ v OFR V 0 N- 75-511T 725 A STREET NO CHANGES PROPOSED TO EXISTING STRUCTURE OR INTERIOR I I I I � I I I I I BUILDING ` LOCATION I RELITIVE TO TAX LOT MAP PROPERTY LINE NOT SURVEYED I I I I Z — f EXISTING BICYCLE PARKING I B /f -------- — — — A ALLEY FACE OF BUILDING PRESUMED TO BE ON 4 3 PROPERTY LINE. NOT SURVEYED. DEMOLISH (E) WOOD A-381 - Ad01 CLADDING @ PARAPET, 3 ABOVE. (E) STRUCTURE AND (E) STORM DRAIN IN ALLEY SHEATHING TO REAMAIN. a e BE REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE SPSET 2822-0628 BID SEr 2822-04-22 SITE REVIEW 2822-03-08 SITE REVIEW 2822-02-11 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 SITE � VACINITY MAP wiz is �i zip A-010 mow. U. a. G l4W— I .... w Pleee ® 0 -, e �a�ee., He,PI .� �. .'Ill e. „ mlHle_ maery Fweti a 1.�. s „°eII § PLAN — SITE PLAN — =e o°°°e EXISTING AND DEMO ______ Re HI �I[Mueaum f u cvre ai Hee Try ry Illu- A _ �Tp.InI.�. - v � p n n - H Q - wn nrs �:mlly LTD BUS SITE � VACINITY MAP wiz is �i zip A-010 it (E)CATCH BASIN (E)SITELIGHTING b � [FE,)PNTER TREE LSE u i (E1 SITE LIGHTING F I LIGHT SITE (E) SITE LIGHTING (E) DRAIN IN ALLEY 74— l 1 ST FLOOR & SITE PLAN ZONEOFSURFACE DRAINAGE TO STREET a ZONEOFSURFACE DRAINAGE TO (E) PARKINGSTROM DRAIN ZONEOFSURFACE DRAINAGE TO ALLEY, a 25 SPACES TOTAL ONE ACCESSIBLE NO COMPACT SPACES SITE DRAINAGE DIAGRAM 1" = 60'-0" 25-0" (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 m NEW PLANTING 8E0 NEW CURB (E) CITY COBRAHEAD STREET LIGHT 179-0" PL PER TAX LOT MAP �.-8. (E)ROW DRAIN (E)ROOF DRAIN ASTREET CURBOUTLET CURBOUTLET 2 1 A-301 A-301 ___________________ __________ OVERHANG, ABOVE I I III N 6 3" EXISTINGBEDS. LJ PROVIDE ALLOWANCE FOR _ NEWL)LANDSCAPE PLANTING.TING. 1 - INSTALL NEW LANDSCAPE (E) PLANTING BED AND EXTEND EXISTING - IRRIGATION II EXTENT OF SITEWORK SCOPE PARKING STRIPING 15-T ON IEnIIWAY V 4 13 6 ALIGN (N) CURB AND I I I 1 e11, If\ /P (E)EDGE OF ' '- CONCRETE PAVING III (N)8"CONIC. CURB I I I II I I I III II I I \a,,' N i\ li 13 ( 13I .I I p II '1 Is II I 60.00° Al J PERVICUSAREA I TI ALIGN (N) CURB WITH (E) CONCRETE PAVING AT NORTH ALIGN (N) CURB WITH PL AND PAVING — �.-Z. (E)CATCH I I I I � I � I � I I I I i I I I I BASIN ^. ems. ems. ems. ems. ems. e�� j., PROVIDE NEW SIDEWALK AND CURBS PER CITY STANDARDS AT r` )) DEMOLISHED CURB CUT. REPAIR — ADJACENT HEAVED SIDEWALK 0 1 N Y ' R w (E)PUWTING 8E0 ' \ w (E)CATCH BASIN (E)SITELIGHTING b � [FE,)PNTER TREE LSE u i (E1 SITE LIGHTING F I LIGHT SITE (E) SITE LIGHTING (E) DRAIN IN ALLEY 74— l 1 ST FLOOR & SITE PLAN ZONEOFSURFACE DRAINAGE TO STREET a ZONEOFSURFACE DRAINAGE TO (E) PARKINGSTROM DRAIN ZONEOFSURFACE DRAINAGE TO ALLEY, a 25 SPACES TOTAL ONE ACCESSIBLE NO COMPACT SPACES SITE DRAINAGE DIAGRAM 1" = 60'-0" 25-0" (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 m NEW PLANTING 8E0 NEW CURB (E) CITY COBRAHEAD STREET LIGHT 179-0" PL PER TAX LOT MAP �.-8. (E)ROW DRAIN (E)ROOF DRAIN ASTREET CURBOUTLET CURBOUTLET 2 1 A-301 A-301 ___________________ __________ OVERHANG, ABOVE I I III N 6 3" EXISTINGBEDS. LJ PROVIDE ALLOWANCE FOR _ NEWL)LANDSCAPE PLANTING.TING. 1 - INSTALL NEW LANDSCAPE (E) PLANTING BED AND EXTEND EXISTING - IRRIGATION II EXTENT OF SITEWORK SCOPE PARKING STRIPING 15-T ON IEnIIWAY V 4 13 6 ALIGN (N) CURB AND I I I 1 e11, If\ /P (E)EDGE OF ' '- CONCRETE PAVING III (N)8"CONIC. CURB I I I II I I I III II I I \a,,' N i\ li 13 ( 13I .I I p II '1 Is II I 60.00° Al J PERVICUSAREA I TI ALIGN (N) CURB WITH (E) CONCRETE PAVING AT NORTH ALIGN (N) CURB WITH PL AND PAVING — TOTAL SITE AREA: 21,301 SF PERVIOUS AREA: 1,715 SF %PERVIOUS: 8% 5 PERVIOUS —NEW 1" = 60'-0" EXTEND (E) IRRIGATION TO NEW PLANTING LINE OF (E) PLANTER CURB. DEMOLISHED .I- SOD SF NEW PLANTING (E) WINDOW POST MOUNTED ACCESSIBLE PARKING SIGNAGE. TYP. OVERHANG,ABOVE (E) WINDOW (N)PLANTER (E) WINDOW 725 A STREET NO CHANGES PROPOSED TO EXISTING STRUCTURE OR INTERIOR 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" EXTEND (E) IRRIGATION TO NEW PLANTING +1 120 SF NEW PLANTING BED I GENERAL NOTES: ARCHITECTURAL SITE PLAN ROWEL L TAX LOT: 1783354284880 ZONING: MIXED USE COMMERCIAL B R O KAW STORMWATER 1203 Willamette Street THERE ARE NO EXISTING OR PROPOSED STORMWATER TREATMENT OR DETENTION Suite 210 FACILITIES ON THE PROPERTY. THE PROJECT SCOPE OF WORK DOES NOT REOUI RE THE IMPLANTATION OF STORMWATER TREATMENT OR DETENTION FACILITIES. THE Eugene, Oregon 97401 DESIGN DOES NOT PROPOSE CHANGES TO THE SITE DRAINAGE. ROOF DRAINAGE IS 5414851003 ROUTED TO CURB OUTLETS ON A STREET AND DIRECTLY TO THE CITY STORMWATER SYSTEM IN THE ALLEY ON THE SOUTH SIDE OF THE BUILDING. PARTS OF THE PARKING rowel lbrokaw.com c LOT SHEET DRAIN TO A STREET AND TO THE ALLEY, AND PART OF THE LOT DRAINS TO EA DRAI THENOR EST COR OFTHEL Architecture. Design. Strategy. I TIME OF TRAVEL ZONES (TOTZ) STAMP \S��R� THE PROJECT SITE APPEARS TO BE ON THE LINE BETWEEN AREAS OUTSIDE THE MAPPED TOTZ AND THE 88 YR TOT. Time of Travel Zones I ZZS. RO ELL � 1-yea1-T 3 yeas S veers ,9 years EUGENE, OREGON J 0 20 years Q I � ® Zone 0 codcndnagn (99yr TOT) �� ���� 599 wmb netl ZOO — 10 99 wmti ned ZOO B 2c-99 wmbined ZOS. SITE I PUBLIC IMPROVEMENTS: ALL PUBLIC IMPROVEMENTS TO BE IN CONFORMANCE WITH CITY CODES AND THE CURRENT ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (EDSPM) PURSUANT TO SDC 5.17-125.8 AND SDC 4.1-118.8. PRIOR TO FINAL SITE PLAN INSPECTION APPROVAL, THE APPLICANT MUST REPAIR ALL EXISTING CRACKED SIDEWALK PANELS FRONTING THE PROPERTY AND ANY PANELS THAT MAY BE DAMAGED DURING THE CONSTRUCTION PHASE OF THIS PROPOSAL IN REVISIONS TO THIS SHEET ACCORDANCE WITH SDC 4.2-135. ID DATE BP 20220520 SP I I I D e, an an § B=. JI PcstaRraac Q ce Plane ss e FINAL SITE PLAN 2022-06-02 �itaa�� Moojd.n�lndd— In,rn,ru sz °�•°�„Ixr�_ SET ISSUE DATE H sweanea ae s°o,.n, mrva VHI ,BPSEr 2022-05-20 ______________________�____z-neon-e,mle ___. BIOSEr 2022-0422 ugI;;;SITE REVIEW 2822-0408 7_____�n-H.��nrycornumPeIAemsla3pas 4SITE REVIEW 2822-02-11 .Fmy®________rsr_____—nand¢earn, P°c SITE ID BUS PROJECT TRACKING 2 VACINITY MAP RBA#: 2115 N EXISTING BICYCLE N.T.S. P.I.C: JR PARKING PM / PA: PK/SL CLADDING TYPE B, ABOVE. REF. 51A-202 A 4 13. 1 A-301 A301 PC -1, REF. A-2@ PRESUMED LOCATION OF ROOF BRAIN CONNECTION TO CITY STORM IN ALLEY O. er SWE COBRA HEAD STREET LIGHT Protea Name BLDG SWE Envelope HYDRANT 4 WAY — — — — — — — — Protea Address STOP ASTREET 725 A ST, SPRINGFIELD OR e i i SEE SITE PLAN i PLAN — SITE PLAN 0 I m i ij I I k ALLEY o b +P4pt(rr j NOTE: DIMENSIONS NOT SURVEYED �-� M3VACINITY PLAN 0 1" = 60'1 I I I I � I � I � I I I I i I I I I TOTAL SITE AREA: 21,301 SF PERVIOUS AREA: 1,715 SF %PERVIOUS: 8% 5 PERVIOUS —NEW 1" = 60'-0" EXTEND (E) IRRIGATION TO NEW PLANTING LINE OF (E) PLANTER CURB. DEMOLISHED .I- SOD SF NEW PLANTING (E) WINDOW POST MOUNTED ACCESSIBLE PARKING SIGNAGE. TYP. OVERHANG,ABOVE (E) WINDOW (N)PLANTER (E) WINDOW 725 A STREET NO CHANGES PROPOSED TO EXISTING STRUCTURE OR INTERIOR 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" EXTEND (E) IRRIGATION TO NEW PLANTING +1 120 SF NEW PLANTING BED I GENERAL NOTES: ARCHITECTURAL SITE PLAN ROWEL L TAX LOT: 1783354284880 ZONING: MIXED USE COMMERCIAL B R O KAW STORMWATER 1203 Willamette Street THERE ARE NO EXISTING OR PROPOSED STORMWATER TREATMENT OR DETENTION Suite 210 FACILITIES ON THE PROPERTY. THE PROJECT SCOPE OF WORK DOES NOT REOUI RE THE IMPLANTATION OF STORMWATER TREATMENT OR DETENTION FACILITIES. THE Eugene, Oregon 97401 DESIGN DOES NOT PROPOSE CHANGES TO THE SITE DRAINAGE. ROOF DRAINAGE IS 5414851003 ROUTED TO CURB OUTLETS ON A STREET AND DIRECTLY TO THE CITY STORMWATER SYSTEM IN THE ALLEY ON THE SOUTH SIDE OF THE BUILDING. PARTS OF THE PARKING rowel lbrokaw.com c LOT SHEET DRAIN TO A STREET AND TO THE ALLEY, AND PART OF THE LOT DRAINS TO EA DRAI THENOR EST COR OFTHEL Architecture. Design. Strategy. I TIME OF TRAVEL ZONES (TOTZ) STAMP \S��R� THE PROJECT SITE APPEARS TO BE ON THE LINE BETWEEN AREAS OUTSIDE THE MAPPED TOTZ AND THE 88 YR TOT. Time of Travel Zones I ZZS. RO ELL � 1-yea1-T 3 yeas S veers ,9 years EUGENE, OREGON J 0 20 years Q I � ® Zone 0 codcndnagn (99yr TOT) �� ���� 599 wmb netl ZOO — 10 99 wmti ned ZOO B 2c-99 wmbined ZOS. SITE I PUBLIC IMPROVEMENTS: ALL PUBLIC IMPROVEMENTS TO BE IN CONFORMANCE WITH CITY CODES AND THE CURRENT ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (EDSPM) PURSUANT TO SDC 5.17-125.8 AND SDC 4.1-118.8. PRIOR TO FINAL SITE PLAN INSPECTION APPROVAL, THE APPLICANT MUST REPAIR ALL EXISTING CRACKED SIDEWALK PANELS FRONTING THE PROPERTY AND ANY PANELS THAT MAY BE DAMAGED DURING THE CONSTRUCTION PHASE OF THIS PROPOSAL IN REVISIONS TO THIS SHEET ACCORDANCE WITH SDC 4.2-135. ID DATE BP 20220520 SP I I I D e, an an § B=. JI PcstaRraac Q ce Plane ss e FINAL SITE PLAN 2022-06-02 �itaa�� Moojd.n�lndd— In,rn,ru sz °�•°�„Ixr�_ SET ISSUE DATE H sweanea ae s°o,.n, mrva VHI ,BPSEr 2022-05-20 ______________________�____z-neon-e,mle ___. BIOSEr 2022-0422 ugI;;;SITE REVIEW 2822-0408 7_____�n-H.��nrycornumPeIAemsla3pas 4SITE REVIEW 2822-02-11 .Fmy®________rsr_____—nand¢earn, P°c SITE ID BUS PROJECT TRACKING 2 VACINITY MAP RBA#: 2115 N EXISTING BICYCLE N.T.S. P.I.C: JR PARKING PM / PA: PK/SL CLADDING TYPE B, ABOVE. REF. 51A-202 A 4 13. 1 A-301 A301 PC -1, REF. A-2@ PRESUMED LOCATION OF ROOF BRAIN CONNECTION TO CITY STORM IN ALLEY O. er SWE COBRA HEAD STREET LIGHT Protea Name BLDG SWE Envelope HYDRANT 4 WAY — — — — — — — — Protea Address STOP ASTREET 725 A ST, SPRINGFIELD OR e i i SEE SITE PLAN i PLAN — SITE PLAN 0 I m i ij I I k ALLEY o b +P4pt(rr j NOTE: DIMENSIONS NOT SURVEYED �-� M3VACINITY PLAN 0 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, 0 610 912 0 1 3 OREGON N scAPE AgG� REVISIONS TO THIS SHEET REV. DATE DESCRIPTION FINAL SITE PLAN 2022-06-02 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 NE NE NE it KEY - PAINT TYPES PC -1: OARKCOLOR OVER EXISTING STUCCO PC -2: ACCENTCOLOR OVER EXISTING STUCCO 2-]1FLOOR RCP 1/8" = 1'-0" tAPEr Ce NEW PARAPET CAP. 1 NEW PARAPET CAP 2 T .1, T ,1 ROOF n��y A-301 A-301 P EXTENT OF PARAPET CAP TBG. ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP S. RO ELL EUGENE, OREGON OF QR��o REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSEr 2822-0620 V11 I 21122-0422 2 ry 5 - (E) ROOFING TO REMAIN. 725 A STREET NO CHANGES PROPOSED TO EXISTING STRUCTURE OR INTERIOR SITE REVIEW 21122-0211 A301 YP ,1 ROOF n��y A-301 A-301 P EXTENT OF PARAPET CAP TBG. ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP S. RO ELL EUGENE, OREGON OF QR��o REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Owner SWE Project Name SWE Envelope Pro;ed4ddre� 725 A ST, SPRINGFIELD OR ROOF PLAN -1ST FLOOR RCP A-113 BPSEr 2822-0620 I 21122-0422 2 ry SITETE REVIEW S RE 21122-0608 P'� SITE REVIEW 21122-0211 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Owner SWE Project Name SWE Envelope Pro;ed4ddre� 725 A ST, SPRINGFIELD OR ROOF PLAN -1ST FLOOR RCP A-113 I REMOVE EXISTING WOOD CLADDING. EXISTING ST ROWEL L SHEATHING TOO REMAIN. A B B R O KAW 1203 Willamette Street Suite 210 — — — — — — — — — — — — — Eugene, Oregon 97401 5414851003 rowel lbrokaw.com -_ Architecture. Design. Strategy. STAMP (E) PAINTED CONCRETE S. RO ELL�'� i - - EUGENE,OREGON,� F EAST -EXISTING 1/8" = 1'-n" SOUTH -EXISTING 1/A" = 1'_n" PARAPET n 1DAPET V ATn 13'-0" REVISIONS TO THIS SHEET 1ST FLOOR o• V DASHED AREA. WEST -EXISTING 1/8" = 1'-n" LIVE -THROUGH CANOPY ;JPPORTING STRUCTURE i DEMOLISHED. NORTH -EXISTING 1/A" = 1'_n" ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSEr 2822-0628 BID SET 2822-0422 SITE REVIEW 2822-0408 SITE REVIEW 2822-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL Omer SWE Project Name SWE Envelope Project Address 725 A ST, SPRINGFIELD OR ELEVATIONS - DEMO A-201 L CLADDING TYPE Al PLAN @ WEST STUCCO AND CONIC. WALL n CLADDING ASSEMBLIES uY =1,-D„ NOTE: NO CHANGES PROPOSED TO WINDOW SIZES OR LOCATIONS. (E) CONCRETE WILDING STRUCTURE. VERIFY8" METAL CLADDING - BOX RIB ARE 3" INSULATION. MINERALWO R 4.7 PER INCH METAL Z GIRT FURRING. 3" FASTENERS AND 118" SHIMS CLADDING TYPE A2 PLAN @ WOOD FRAMED WALL (E)STRUCTURE SHEATHING ( EXISTING OR NEW TBD) WRB METAL CLADDING - BOX RIB METAL FURRING, 718" TYP. ADJUST FURRING DEPTH TO ALIGN FINISHES WHERE REQUIRED AT WEST SIDE FASTENERS WITH 118" SHIMS CLADDING TYPE B PLAN b (E)STUCCO WALL OPEN JOINT. TYP. FASTENER PER MFR. 7W METAL FURRING. PAINT BLACK. 24" O.C. EW PHENOLIC WOOD PANEL PAINT BLACK WEST 1/8" = 1'-0" F EAST L 1/8" = 1'-0" DDING KEY - CLADDING TYPES TYPE A -METAL PANEL II/Jicp::h dGll[NZ1 NqR KEY - PAINT TYPES PC -1: OOR OVER EXISTINGG STUCCO PC -2: ACCENTCOLOR OVER EXISTING STUCCO RICHARDSON SPORT HEADQUARTERS GATEWAY AREA SPRINGFIELD OREGON 01 PRECEDNET BOX RIB METAL PANEL. SAME PROFILE PROPOSED FOR ME (TYPE A). COLOR WILL BE DARK BRONZE INSTEAD OF GRAY PARKLEXCIADDING IN VERTICAL PLANKS. SIMILAR COLOR AND ORIENTATION PROPOSED FOR SWE (TYPE B) SOUTH 1/8" = 1'-0" (E)ELECTRICAL CONDUIT. PAINT. PARAPET n 20'-10" AT AT ISTFLOOR & 0" NORTH 1/A" = 1'-n" 0. ti ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP En S. RO ELL • EUGENE, OREGON OF OR��o REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSET 2822-0620 BID SET 211220422 SITE REVIEW 21122008 SITE REVIEW 21122-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. ner SWE Prged Name SWE Envelope Proved gddre55 725 A ST, SPRINGFIELD OR ELEVATIONS A-202 F a NOT USED U1" = 1'-0" WALL SECTION - WEST 1/2" = 1'-0" ®NOT USED ill= 1'-0" (E)9 UCTURE 4 WALL SECTION - SOUTH @ ROCK 1/2" = 1'-0" -- — A-3117-77 — 12 SUNSHADE B TYP. ELEVATION 4 / A-202 1/2"E:1 --O" PAVEMENT PATCH DETAIL n i 4.-0. SUN SHADE (E) WINDOW 7 2 A-311 CONIC. CURB J I 1 A811 — 1-114/A-2021SUNSHADE A ELEVATION 1/2"E:1 --O" (N) 6 IN. CONC. CURB. CONTRACTION JOINTS 15 MAX. T EXPOSURE, TYP. NEW PAVEMENT Q DEMCIPATCH AREA (E)ASHPHALT PAVEMENT GRAVEL NEWASHPHALT PAVEMENT REPAIR SUBGRADE AS REQUIRED 1T BASE COURSE. TYP. n WALL SECTION - SOUTH ENTRY WEST PLANTER SECTION DETAIL 5/A-301 1 1 /2" = 1'-0" •f WALL SECTION - NORTH ENTRY 2 FOR WALL BASE — DETAIL, SEE 1 / A-311 CONIC. STEM WALL - PLANTING SOIL SUNSHADE AXON ro (E)CONCRETE WALL COLD FLUID APPLIED WP WALL SECTION - NORTH ENTRY 1 1 /A1 1 1/2"= 1'-0" PAW PE — 20 10" REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSET ROWELL SEN PLATE AND FASTENING PER g R O KAW STRUCTURAL 2022-0308 2'-1"X 1IT BENT STEEL SILAGE 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com CONTINUOUS WELD. Architecture. Design. Strategy. MINIMIZE PLATE DEFORMATION T-1" X 12" SENT STEEL BLADE STAMP EASE ALL ,� S.RO ELl EXPOSED EDGES POWDERCOAT. COLOR TO BE EUGENE, OREGON SELECTEDED OF 0%� WALL SECTION - NORTH ENTRY 1 1 /A1 1 1/2"= 1'-0" PAW PE — 20 10" REVISIONS TO THIS SHEET ID DATE FINAL SITE PLAN 2022-06-02 SET ISSUE DATE BPSET 2822-06-20 BID SET 2022-0422 SITE REVIEW 2022-0308 SITE REVIEW 2022-02-11 PROJECT TRACKING Arne RBA #: 2115 13 iCr P.I.C: JR PM / PA: PK/SL O. ner SWE STOREFRONT PrgedName SWE Envelope 1ST FL000^ VR n P,oied Addre,, 725 A ST, SPRINGFIELD OR WALL SECTIONS - DETAILS A-301 Sl V N M N N N 0 UO F SECTION - S. SOFFIT BASE 1 v 1 3" = 1'-0" FURRING, SIZE TBD. ALIGN OUTSIDE FACE OF CLADDING W/ OUTSIDE FACE OF EXISTING CLADDING. r,Iac���ec�wrnlal IAP WRB OVER SHEET METAL FLASHING .MEET METAL FLASHING AND CLEAT ALIGN EDGE OF SHEET METAL FLASHING W/ ADJACENT Q STONE WALL WRB FURRING, SIZE TBE. ALIGN OUTSIDE FACE OF CLADDING W/OUTSIDE FACE OF EXISTING CLADDING. VAMM4L1IIIIIII20!141 IAP WRB OVER SHEET METAL FLASHING SHEET METAL FLASHING AND CLEAT SHEET METAL PARAPET CAP VARIES ROOF MEMBRANE, TBD PARAPET GAP BLOCKING .. �1— 1�'-••mow—// METAL WALL PANEL ARE (EI SHEATHING — NEW CONSTRUCTION TO (E) ROOFING CONNECTIONT.B.D - EXISTING WALL SECTION - TYP. NORTH PARAPET DETAIL 1 t.l 3" = 1'-0" VVR6 V VLR FL/: METAL FURRIM METAL WALL N SAM FLASHING METAL CLEAT ID:IFYIIP[H449111 NOT USED SHEET METAL PARAPET CAP ROOF MEMBRANE, TBD — PT. PARAPET CAP BLOCKING NEW WRBOVER(E) SHEATHING CONT.METALCLEAT SHIMMED METAL METAL FURRING WRB METAL WALL PANEL (E)SHEATHING GENERAL NOTES: EXTERIOR DETAILS 1. FURRING SIZES TO BE DETERMINED BY EXISTING WALL CONDITIONS. (N) WORK TO (E) ROOFING CONNECTIONT.B.D — SECTION - TYP. WEST PARAPET DETAIL WRB INSULATION. TYP. METAL WALL PANEL T METAL FURRING WITH 11T"SHIM SUNSHADE J TRIM � f CONTINUOUS CAVITY FOR SHEET METAL FLASHING BP �G LED STRIP PAINT (E) STUCCO CEILING METAL WALL PANEL SHEEIMETIAL FLASHING -'-- —EXISTING STONE FACADE AND CLIP REVIMWRBANDFI-ASHING Bill CONDITION WTH ARCHITECTAFTER EXISTING CONDITION IS EXPOSED n SECTION - SOUTH PARAPET BASE @ STONE I' JI 3 _1.0 METAL FUF SHEETME WRB, LAP, METAL CLE SEALANT EXISTING% SECTION - WDW. HEAD 'All 11 -nil (E) STUCCO - PAINTED BLACK METAL FURRING - BLACK PHENOLIC WOOD PANEL IAP WRB OVER SHEET METAL FLASHING SHEET METAL FLASHING SHEET METAL FLASHING AND CLEAT PHENOLIC CLADDING 13 PLAN - JAMB @ PHENOLIC CLADDING L3" = 1'-0" 11 SECTION - NORTH SOFFIT BASE - TYP. 3" - 1'-0" EXISTINGSOFFIT f METAL FURRING SUEZ FRAMING. BLACK. PHENOLIC WOOD PANEL — PAINTED STUCCO -BLACK EXISTING WALL 01 SECTION - PHENOLIC CLADDINGTOP, TYP. 1 V 13" = 1'-0" Iaaly1Nla�ec�n (E) STUCCO. PAINT BLACK METAL FURRING SUSFRAMING PHENOLIC WOOD PANEL —I I I-1 I I-1 I I-1 I I-1 I I-1 11i-1 11— I I SECTION - PHENOLIC CLADDING BASE, TYP. 3" = 1'-0" �n SECTION - WEST WALL @ HORIZ. SUNSHADE U3" = 1'_0" WRB FURRI METAL PANEL SAM F J-TRIN SHEEI FLASH SEALP (E)S I PLAN - JAMB AT TYP. WEST WDW REVIEW WRB AND FLASHING CONDITION WTH ARCHITECT AFTER EXISTING STROREFRONT / WALL CONDITION IS EXPOSED METAL FLASHING AND CLIP STEEL BENT PLATE SUNSHADE J -TRIM METAL WALL PANEL ' TITEN HD ANCHOR AT 1T O.C. EMBED D MIN. BP ARE PLAN - JAMB WEST WDW @ SUNSHADE 3" = 1'-0" SECTION - WEST WDW. HEAD - TYP. REVIEW WRB AND FLASHING CONDITION WITH ARCHITECT AFTER EXISTING CONDITION IS EXPOSED. LAP FLASHING IN TO R.O. IF POSSIBLE. MAINTAIN WEEPS. BACKER ROD AND SEALANT METAL CLEAT HEAVYGAUGESHEET METAL SILL FLASHING SAM FLASHING — J -TRIM METAL WALL PANEL METAL FURRING — SECTION - WEST WDW. SILL - TYP. 1.. = 1._N.. METAL WALL PANEL METAL FURRING — ARE SHEEP METAL FLASHING I NUI BID SET SAM FLASHING SITE REVIEW 2022-0508 SITE REVIEW 2022-02-11 99 EPDXY DOWEL , tir: e CONC.STEMWALL, •'-d'--=- REF. 6 /A-11 '-- GRADECHANGES S, ALONG WEST WALL. ALONG SEE ELEVATIONS. SECTION - W. METAL WALL BASE -TYP. (E)STOREFRONT ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP i S. RO ELL � EUGENE, OREGON, OF REVISIONS TO THIS SHEET ID DATE BP 2022-0520 FINAL SITE PLAN 2022-06-02 SETISSUE DATE BPSEr 2022-0520 BID SET 2022-0422 SITE REVIEW 2022-0508 SITE REVIEW 2022-02-11 PROJECT TRACKING RBA #: 2115 P.I.C: JR PM / PA: PK/SL O. er SWE Proled Name SWE Envelope Prged Addre, 725 A ST, SPRINGFIELD OR EXTERIOR DETAILS A-311 '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