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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/9/2019ABBREVIATIONS: iIETAR.R AM ANCHOR MIT a" ELEVAIM W. INSIDE DIAMETER R. RISER "SCUM � ACT ACOUSTICALCEILING ILE EMER EMERGENCY IJSUL INSULATION R.D. ROOF DRAIN AF.F. ABOVE FINISHED FLOOR EN CL. ENCLOSURE WT INTERIOR REF RE: REFER TO _ S"EErREFERENCE AGGR. AGGREGATE ECL EQUAL REFR. REFRIGERATOR AL ALUMINUM EQUIP. EQUIPMENT JAN. JANITOR REQ REINFORCED 085CF13PUM ALT. ALTERNATE E.W. EACH WAY JUT. JOINT REOTL REQUIRED DEUKREFERBICE APPROX APPROXIMATE EW.C. ELECTRICWATER C OOLER JSL JOIST RM ROOM ARCH. ARCHiTECTURAL EXP. EXPANSION RA ROUGHOPENING DEIAL EXT. EXTERIOR HIT KITCHEN SHEErREFERENCE BD. BOARD S SOUTH BLDG. f3sNDDI+Ii FA FIREADARLI IAB. LABORATORY SC. SOUDCORE ELM R a BIX BLOCK FA. FLOOR DRAIN LAM. LAMINATE SCHED. SCHEDULE NTERM sum BLOgflNG FMDQ FIRE DEPARTMENTCONNECTION LAV LAVATORY SECT. SECTION EUNArM Tit BM. BEAM FDO. FOUNDATION LT LIGHT S.F. SQUAREFOOT SFT C i DT BOTTOM F.E. FIRE EXTINGUISHER SHT_ SHEET BTWK BETWEEN F.EG FIRE EXTINGUISHER CABINET MAX MAXIMUM SIR SAAR DDDRTYPE B.UR. BUILT UP ROOFING F.F. FDJSH FLOOR ME SPEC- SPECIFICATION B.W. BOTH WAYS F.H.C. FIRE HOSE CABINET M SQ. OR 41 SQUARE °0°R 6 FIN. FINISH MFR_ MANUFACTURER S.S. STAINLESS STEEL C.J. CANTROLJr. F.L FLOWUNE M.y MANHOLE STAGM STAGGERED CLG. CEILING R.R. FLOOR MIs STD STANDARD CL.KG. C.AULKNG FLIXMS . FT STIFF STIFFENERt OgIS7YlJ CLR. CLEAR FND. FOUNDATION NING STL STEEL a�oON C LKU. CONCRETE MASONRY UNIT M.O. MASONRY OPE F O.B. FACE � BRICK MTL METAL STRUC. STRUCTURAL V COL. COLUMN F.O.C. FACE OF CONCRETE Mp_ MULLION SDSP SUSPEND affiymi CO r- BETE F.S_ FULLS12E CONK CONNECTION FT FOOT OR FEET N NORTH TR TREAD MTArF ii CONSTR. CONSTRUCTION FTG. F007IPG NT&B TOP AND BOTTOM CONT CONTINUOUS FURR. FURRING NUMBER TRACT C.T. CERAMIC TILE NO. � TLS. TERRAZZO ��� Q NOM. T&G TONGUE&GROOVE GA GAUGE N.T.S. NOT TO SCALE THTC THICK LEG. DEGREE GALV. GALVMIIZED TP TOPOF ELMTMPOICT-NBN DETJDTL DETAIL G.C. GENERAL. CONTRACTOR TYP. TYPICAL D.F. DRINKING FOUNTAIN G.L GLASS O.C. ONCENTER DiAG. DIAGONAL GR. GRADE OA OUTSIDE DIAMETER Dw 0 DIAMETER GYP. GYPSUM OIL OVERHEAD U O N UNLESS OTHERWISE NOTED - I*y DOWN GYP Imo. GYPSUM BOARD OPG. OPS EIS. DOWNSPOUTOPP OPPOSITE VCT VIOYLCt TIONTI.E DWG. DRAWING HHOSE BIBB VER VERIFY .B. H.C. HOLLOWCORE PCT PRE -CAST VERT- VERTICAL GFEUNE�— - - — E EAST HPC HANDICAPPED P.L. PROPERTYLINIE (E) EXISTING LiDiARt. HARDWOOD PJAMI, PLASTIC LAMINATE W WEST FA EACH HOWE HARDWARE PLAS. PLASTER WJ WITH PROPE RTY UIE - - EJ. EXPAPSION JOINT H.M. HOLLOW METAL PLYWD. PLYWOOD W.C. WATER CLOSET HR. HOUR PR. PMR VAX EJ.F.S. EXTERIOR INSULATION AND WOOD FINISH SYSTEM LLT. HEIGHT WPO WITHOUT v EL ELEV. ELEVATION HVAC HEATINGAIR CONDITIONINGiVEINA AND Q.T. QUARRY TELE Y EE -C. ELECTRICAL rt CENTERLINE R. PLATE General Notes 1. Ail work shah be in conformance with City of Bend and Deschutes County erodes, applicable local ordinances, and the 2014 D ata ■ Oregon structural Specialty Code (OSSC) Effective July 1, 2014 Based on the 2012 International Building Cock (IBC} (this cock is referred to in these documents by the abbreviation OSSCj 2. Nothing in these plans, nor the absence of information shall be conshmed to permit work not in compliance with code New apartment buildings - project description: requirements. The Contactor is responsible for all work to meet full cock compliance, whether indicated herein or not. The project is comprised of two (2) new 2 -story buildings. 3. These documents are not, and do not purport to be perfect. It is the owner's and contractor's respons�ity-prior to the start of Construction: VB - 2 Stories construction- to bring to the attention of the Architect perceived or actual discrepancies, conflicts, omissions, eras or inconsistencies discovered in the documents, and to request additional information, dmificatian or correction of such items and issues. where details annotate conditions, similar conditions where occurring in project shalt be implied as being that same Sprinldered. NFPA 13 construction even N not annotated on detail as Typical. Zone; CC 4. The drawings illustrate locations, arrangements, dimensions and details to determine the general character of the work. 6. Drawings shall not be scaled, unless authorized by the Architect Request clarification for any missing dimensions frau the All uses Residential. Architect Lot Size 0.52 aces 22,65120 SF 6. Drawings of a greater scale take prerace over drawings of a lesser scala written dimensions take precedence over drawing Percent of Acre X st P- T. T. Dimensions are to face of steal, top of subfloor and top prate, unless noted otherwise. Dimensions labeled are to face Units: 14 of surface finish. Bedrooms 20 & Dimensions shown on the plans shall be verified by the Contractor, and any discrepancies shall be brought to the attention of Total building sf 6,041 SF the AEid*ect prior to commencing the work Units per Ane X 9. The Drawings do not purport to include complete details of all phases, and facets of construction. Details not specifically shown shall be of the sass nature as other, similar conditions. Parts not detailed shall be subject to the Ardniteds approval. Lot Coverage X% 10. The Drawings indicate general arrangement and location of such items as conduit, cables, plumbing and electrical factures, switches, receptacles, appliances and equipment The exact locations of these items will be governed by building site and actual FAR: X building conditions. The Contractor shall make nnor adjustments to arrangements or locations shown in order to meat structural or architectural conditions, or because of interference with other wait and, at Architects request, without additional expense to the Owner. The contractor shall request a walk-through with the Architect to locate all such equipment precisely, prior to Building Height: 211-60 construction of portions affected by locations of such items. 11. The Architect shall be consulted for all matters regarding aesthetics, including but not invited to, finishes, colors, text unre% proportions, or alignments. delte 12. Details of conditions shown will apply to smear conditions as typical where occur. 13. A City -approved set of the construction Documents must be on the job site at all tines, as well as a set of the most recent LJ issue of the coffin Documents and supplemental Information (STs}. Additional Notes: Contractor responsible for obtaining g all necessary permits and adherence to jurisdictional codes for constructiorL contractor responsible for all temporary shoring, support, staging and demolition . Architect shall field verify all flashing and waterproofing conditions. Window flashing condition shall be per window manufacturer specWwations, All exterior window, door and skkwall flashinng conditions shall be approved by the architect prior to proceeding with installation. As construction is hybrid DesignBuikd, contractor responsible for adhering to Owners levet of quality assurance, methods, materials, fixtures, accessories and finishes as specified between owner and contractor. Framing notes: There shall be solid frame backing acrd blocking behinnd all wall attached or surface mounted accessories, bars, rte, toft parer holders, Towel bars, door stole, etc without fail N not shown on plans it shall be assumed that this will occur as standard fratrdng procedure. —ia I t ele&ic &op t I site of proposed t enc Q I t I r wry rine t t transtorim mnalrr#ehanrce mote -sewer r water rale —� electric drop sidewa0x dectric drop tole- o m catch basin-sitxm Sheet makib"allcehole- sewer - I mainte cehole-Storm 60 water One maintene hale - sewer �1 2 0 -Site utilities .eoo1 1„ = 60'-0" i:v.» } NEtta S. Y.Vt EC_ 33 T ITS. RZX W.M 1 _J r-vCa-arty Vicini MCKENZIE — -+o. Proiect Team: Owner. Village Park Apartments c/o: Bunting Management Group, Inc. 2677 Willaken2ie, #3 Eugene OR 97401 p: 541-344-0028 e: Architect; Dustrud Architecture, p.c. Contact: Renee Benoit, Assoc. AIA 1699 Pearl Street Eugene OR 97401 p: 541-338-8544 e: renee@dustrudarchitecture.com dustrudarchitecture.com Civil Engineer: Branch Engineering, Inc. Contact: Julie Huffman, P.E. 310 5th Street Springfield OR 97477 p: 541-746-0637 e: julieh@branchengineering.com 77023337 SAR@6GE�7.D V*111age Park Apart ents 5236 Main Street I Spriingfield. OR TITLE: SUBMITTAL DATE: PERMIT #: Preliminary Tax map: ! ,.li Lot Size: 0.52 acres 1 200'-0" x 113'-0" 0 Zone Community Commercial Sheet Ind Sheet Descriptioni ARCHITECTURAL AD111 vim A001 Site Plan A101 4400 ((��((''S�33`S4g 400 A102 0.52 AC A103 1 Fka a.n A104 Roof 1 Plan A201 r Z ' 1 r r , m �t �i i , , Im r. �� sa Vicini MCKENZIE — -+o. Proiect Team: Owner. Village Park Apartments c/o: Bunting Management Group, Inc. 2677 Willaken2ie, #3 Eugene OR 97401 p: 541-344-0028 e: Architect; Dustrud Architecture, p.c. Contact: Renee Benoit, Assoc. AIA 1699 Pearl Street Eugene OR 97401 p: 541-338-8544 e: renee@dustrudarchitecture.com dustrudarchitecture.com Civil Engineer: Branch Engineering, Inc. Contact: Julie Huffman, P.E. 310 5th Street Springfield OR 97477 p: 541-746-0637 e: julieh@branchengineering.com 77023337 SAR@6GE�7.D V*111age Park Apart ents 5236 Main Street I Spriingfield. OR TITLE: SUBMITTAL DATE: PERMIT #: Preliminary Tax map: ! ,.li Lot Size: 0.52 acres 1 200'-0" x 113'-0" 0 Zone Community Commercial Sheet Ind Sheet Descriptioni ARCHITECTURAL AD111 vim A001 Site Plan A101 FirstFloor Plan A102 A/Ny .i Floor A103 1 Fka a.n A104 Roof 1 Plan A201 tElevations; A202 / .I11n Vlq- 000114 -WP Devf'('-0� MtAA Y �"s WSJ Date Received Jul- 03 g Original Submittal qyv--^ DEFERRED SUBMITTALS: 1. Fire Sprinkler System Design 2 Fire Alarms 3. Fire Stop -Penetrations 4. Signage Package \ Vdleige Park Apartments W Z 9 O Revision Schedule No. I Description I Date PRINT DATE THIS SET 7/2/2019 3:00:14 PM ISSUE DATES Pricing Permit - Construction Revision - im DUSTRUD architecture 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com 0 mord °°« C 0 ID co 0 ` Q 75D �•�t D a 2 m� a L VOtl D -0 �Q>3-UE "E 18 2 & p e aDUQtpi—'-22 "M EMCQfCUImW.0CL0 c X ®= 0 c Y v �•� 02 ssp=0 20 m0m Fin v to � OF S2 COL DRAWN BY: PDMS CHECKED BY: PD SHEET TITLE Cover Sheet SHEET NO. O to 11=9132' r r 1 TRASH r' 389 SF NEW HO1MAiP NTENANCE S t 230 SF EXISTING EXISTI N G-- _ _ _ ___ _ _ _ _ __ __ EXISTING ( 4� 3. µ c. ..-:,.�-..,...--Ns..-.-., «.w. ....-: w;ir�..t,.....�.......�.c.;. :_-.c. 24 24'-0' f Level 1 Site - rotated V�� e G°pq m m N Date ReceiVed L 03 Fox Odg€rat Submittat < Revision Schedule No. I Description I Date PRINT DATE THIS SET 712/2019 3:00:48 PM ISSUE DATES Ping - PernI t - Construciion - Revision - ia 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com 0 �'= m= 02 L Y ((v�) 0 @ Af C C=L 3 L Y SZC2yiW 0 (fit C (6 0 QY O�s—SO.00: CL -6 p UC •.i—E0Q Qi E:� -'i m m l0 C w C 0.0 0 .50 Q. 0 V.0 ED vsY — 4)60 a6,E(D E f--u0i-0 w m c04- 9.0:. 0. A "Z' T ', -•-W iQw CHECKED BY: PD SHEET TITLE Site Plan M11 DS DS n 3500 DS DS r DS 013 502 8' wal k � G X 7800 QIj GQV �v Ak 61 PG G �? "GONG PG a� � �h • ,�� X4j CWN LINK N y0 O. - t. 1© „ FENCE !. s a . G y0 -4 SLOT . DR4tN 4' AV 1�p �.,T - 44 ,. a 1� G ,614,. SLOT hot• a ca 0. 430 .7)RAIN G � G 5 ,(O O xh p 43� 8' WALL ho Q 1 430' ho hQti11,�� 1 X 502 Go�G <v 6 w w w g'3 6� G w w w W h O'1•G TL 7706 l O a DS G a ' a l ®. 240.58 X 3107 I W MAP.• 17-01-33-31 TAX L4% 4400 do 4404 copyright © 2019 Branch Engineering, Inc. 6' WOOD FENCE ----I R 3106 TL 3108 14 414 •r1_1 �f PROPERTY UNE 491, FIRE HYDRANT ADJOINER UNE DQ WATER VALVE 501---- CONTOUR UNE ® WATER METER ASPHALT EDGE SPRINKLER + 4 + + + + + CURB WASTE WATER MANHOLE GRAVEL WHEEL STOP Q CLEANOUT BUILDING WALL EDGE OF PAVEMENT STORM DRAIN MANHOLE ASPHALT ELEVATION BUILDING ® CATCH BASIN CONCRETE ELEVA71ON FENCE AREA DRAIN - -- - - WATER UNE SLOT DRAIN S STORW DRAIN UNE -E- POWER POLE -- --r-®' --- WASTE WATER UNE LIGHT POLE WITH ARM - - -C - - CAS UNE o BOLLARD - -C ``W- - OVER HEAD WIRES ® MAIL BOX SAVE LINE AL SIGN .•-.� ..- �-� - HEDGE ® GAS VALVE TL TAX LOT ® TRANSFORMER [] 111EPHONE RISER O DS DOWNSPOUT �f EVERGREEN TREE DECIDUOUS TREE CONCRETE + 4 + + + + + LANDSCAPE LAWN GRAVEL k 5019 SPOT ELEVATION Ec 501 0 EDGE OF PAVEMENT Ar �` ASPHALT ELEVATION X 50206 c 1 CONCRETE ELEVA71ON k 501 BENCHMARK ELEVAAONS ARE BASED ON RIK GPS OBSERVATIONS TAKEN ON JAN. 9, 2019 USING THE OREGON REAL-71ME GEODE7IC NETWORK AND GEOID 12A(NAVD88) NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILMES LOCATED ABOVE GROUND AND UTILITY LOC47E MARKS NO CERIIFICA71ON IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2 ALL DISTANCES SHOWN ARE IN FEET. 3. CONTOUR INTERVAL = 1.0 FOOT 4. BEARINGS BASED ON OREGON COORDINATE REFERENCE' SYSIDW - EUGENE PROJECRON 2011 i 7i- I �I ' C14 C3 WW MH RIM=502.12 430 ' 01-'; ,�,J- SD MH 6 WOOD FENCE 7L 4402 ho ,' i RIM=501.74 SD MH �� S. 52nd PL. -=n=�?�€ t1 Fe""""'�.�"®" HW- _ - N61- _ v C1H i REM=511.79 3 15" SD -S" WW - MW - - - - - -off � � AI! tw x,� I a ' o E)- -C --C - -G - - CLEANOUT MH -G 6 MM=501.92 RIM=501.77 C; G G ti Qll US h�. 4s.' h• 69 ha<s° A _ Q � 01 + + t t + + + t + +Ll 50� y { 4 a00 �G ALI 8' WALL' �G 502.19 �Gi 8' WALL �`i° Q'�� S02 �� O`1 O Go PGG GO �c�c�' �G' 1fG G° �G �G Go�G ,, O , , 1 -C 4G g0 h PG yO 1�`L 4 ho 6ti o y0 Q9. 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I GRAPHIC SCALE 20 0 10 20 40 teNFEET � rii 1 - I rpt 1wtRt�1 /1, t �✓►4G' �i1 IXGINEERING-- SinCe 1977 civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY NOT FOR CONSTRUCTION OREGON MAY 12. 2011 DANIEL ADAM NELSON 84832PLS EXPIRES= December 31. 2020 project title: revisions: date: FEB. 7, 2019 drawn by: JLB designer: DAN project no: 19-031 sheet: ptl^ ,t_I vwt I-V r 1-u VA46 V(kVV1-1 Mo�vvro-klvk)k� Jui- 031 Original Submilial 3 fl