Loading...
MMD2020-00035 NOTICE OF TYPE I DECISION MINOR MODIFICATION MMD2020-00035 VILLAGE AT WASHINGTON SQUARE 120 DAYS = February 4, 2021 SECTION I. APPLICATION SUMMARY FILE NAME: Village at Washington Square CASE NO.: Minor Modification(MMD) MMD2020-00035 PROPOSAL: The applicant proposes a minor modification to the existing Village at Washington Square development,located at 11157 to 11163 SW Hall Boulevard.Specifically,the applicant proposes to modify the on-site parking lot and on-site paths to meet accessibility requirements. The applicant also proposes minor modifications to on- site landscaping,and to replace exterior building lights. APPLICANT: Carleton Hart Architecture,P.C. Attn: Earl Carson 830 SW 10'hAvenue,Suite 200 Portland, OR 97205 OWNER: Village at Washington Square Limited Partnership By Community Partners for affordable Housing P.O.Box 23206 Tigard, OR 97281 LOCATION: 11157 to 11163 SW Hall Boulevard;WCTM 1S135DA,Tax Lot 4600 BASE ZONE: MUR-1: Mixed-Use Residential 1 APPLICABLE REVIEW CRITERIA: Community Development Code (CDC) Chapters 18.230 and 18.765.060.D SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request.The findings and conclusions on which the decision is based are noted in Section IV. ,NIMD2020-00035 Village at Washington Square SECTION III. BACKGROUND INFORMATION Site Information and Proposal Description: The subject site is located on the west side of SW Hall Boulevard, north of Highway 217, and south of SW Spruce Street. The site is currently occupied by the Village at Washington Square development, which was originally approved by the City of Tigard Planning Division in 2001 (Master Case No. SDR2000-00021). This approval was for "an affordable housing development including three (3) residential buildings and a community building all arranged around a central courtyard/play yard," with 26 apartment dwelling units. The subject site is located in the Mixed-Use Residential 1 (MUR-1) Zone, and the Washington Square Regional Center Plan District. Because the subject site contains a residential development, it is not subject to the standards in CDC Chapter 18.670 Washington Square Regional Center Plan District (CDC 18.670.020.A). Instead, the standards in CDC Chapter 18.230 Apartments apply to this development (CDC 18.230.020.A). The applicant proposes minor modifications to the subject site's parking lot,paths,and landscaping,in order to meet accessibility requirements, and to install new mailboxes. The applicant also proposes to update the exterior building lighting. In July 2020, the applicant also submitted plans for exterior modifications to the existing buildings (including removing and replacing siding,windows, doors, stairs, and portions of decks). Because these building modifications were for routine maintenance and repair, land use review was not required, and the Planning Division reviewed and approved these modifications during building permit submittal (Case Nos. BUP2020-00170 to BUP2020-00173). SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.230 Apartments: 18.280.050 Development Standards A. Base zone development standards are provided in Table 18.230.1. The applicant proposes minor modifications to the subject site's parking lot, paths, and landscaping, in order to meet accessibility requirements, and to install new mailboxes. The applicant's proposal will not result in any changes to the existing lot size, setbacks, building heights, or density. The applicant's proposal will result in a small increase in impervious surfaces (26 square feet),but the applicant's materials demonstrate that the site will continue to be under the maximum lot coverage standard for apartments in the MUR-1 Zone (80 percent). Landscaping is addressed in the findings below. These standards are met. B. Landscaping and screening.All required landscaping, including landscaping used to meet screening or tree canopy standards, is subject to the general provisions of Chapter 18.420, Landscaping and Screening. 1. The minimum landscape area standard is provided in Table 18.230.1. Landscaping standards are provided in Section 18.420.040.Any landscape area that meets the L-2 standard and any required common open space area may count toward meeting the minimum landscape area standard. The applicant proposes to modify existing on-site landscaping, which will result in a net increase of 70 square feet of landscape area. The subject site is located in the MUR-1 Zone, and the minimum landscape requirement for apartments in the MUR-1 Zone is 20 percent(CDC Table 18.230.1). In the original land use approval for this development (Master Case No. SDR2000-00021), city staff found that 11,105 square feet or 30 percent landscaping was provided. Because the applicant's proposal will result in a net increase in landscape area,staff finds the development will continue to exceed the minimum landscape requirement for apartments in the MURA Zone. Additionally, the applicant's narrative states that all new landscaping will MNID2020-00035 Village at Washington Square 2 comply with the L-2 standard in CDC Table 18.420.1. The applicant is not proposing to remove any trees, or to modify any open space areas.These standards are met. E. Pedestrian access. 1. Paths must provide pedestrian access from public sidewalks abutting the site to all required building entrances on the site. The applicant proposes to modify existing on-site paths, in order to meet accessibility requirements. The applicant's site plan (Sheet A1.01) demonstrates that the existing and modified paths provide pedestrian access from the public sidewalk abutting SW Hall Boulevard to all building entrances on site. This standard is met. 2. Paths must provide pedestrian access between all common open space areas,vehicle and bicycle parking areas,building entrances, and service areas designed for use by residents. Paths within parking areas or along drive aisles are subject to additional standards in Subsection 18.410.040.B. The applicant's site plan (Sheet A1.01)demonstrates that the existing and modified paths provide pedestrian access between all common open space areas, parking areas, building entrances, and service areas. The applicant also proposes to modify an existing path located in the parking lot. This path complies with the pedestrian access standards in CDC 18.410.040.B because it crosses a drive aisle for a distance that is less than 36 feet,will be constructed of contrasting pavement materials,and will have an unobstructed width of five (5) feet. Additionally, the Building Official will review all paths for compliance with accessibility standards at the time of building permit submittal.This standard is met. 3. Paths must extend to the perimeter property line to provide pedestrian access to existing or planned pedestrian facilities on adjacent properties, such as trails or public access easements. The applicant's site plan (Sheet A1.01) demonstrates that the existing and modified paths extend to the perimeter property line, and connect to the public sidewalk abutting SW Hall Boulevard. This standard is met. 4. Paths must be constructed with a hard surface material and have a minimum unobstructed width of 5 feet. 'The existing and modified paths will be constructed with a hard surface material. In some locations, the paths are less than five (5) feet in width, and the applicant only proposes to replace certain panels in these areas in order to comply with slope,cross slope,and landing requirements for accessibility.The replacement panels will be the same width as the existing panels,and Nvill not bring the paths further out of conformance with the minimum width requirement outlined above.Therefore, staff finds the applicant's proposal is still approvable. This standard is met. F. Vehicle and bicycle parking. 1. The applicable provisions and standards of Sections 18.410.010 through 18.410.060 apply to apartment developments. 2. The standards in Sections 18.410.070 through 18.410.090 do not apply to apartment developments. 3. The minimum and maximum number of off-street vehicle and bicycle parking spaces are provided in Table 18.230.2.Any fractional space requirement is rounded up to the next whole number. NINID2020-00035\'illagc at Washington Square 3 The applicant proposes to modify the existing parking lot by repairing asphalt,and restriping parking spaces in order to widen the two (2) existing accessible spaces to meet current accessibility requirements. The applicant's proposal will not modify the total number of on-site parking spaces that was originally approved under Master Case No. SDR2000-00021. Additionally, the existing development's minimum parking requirement will remain unchanged, because the applicant does not propose to modify the number of existing dwelling units, or the number of bedrooms in each unit (CDC Table 18.230.2). Staff reviewed the applicant's plans to confirm the modified parking lot will comply with the design standards in CDC 18.410.040 for surfacing,striping,and wheel stops.The applicant's site plan(Sheet A1.01) shows that some spaces do not comply with the minimum space dimensions in CDC Table 18.410.2. However,the proposed modifications will not bring the nonconforming spaces further out of conformance with minimum space dimension requirements. Therefore, staff finds the applicant's proposal is still approvable. These standards are met. 7. Surface parking,detached garages,and attached or detached carports may not be located closer to a street property line than the building closest to that street property line. 8. Parking areas may not occupy more than 50 percent of the total length of each street frontage as measured 20 feet from the street property line. Drive aisles without adjacent parking spaces do not count as parking areas for the purposes of this standard. The applicant proposes to repair and restripe the existing surface parking lot at the subject site. The parking lot does not comply with the location and street frontage standards outlined above. However, the applicant does not propose to relocate the parking lot, and the proposed modifications will not bring the site further out of conformance with these standards. Therefore, staff finds the applicant's proposal is still approvable. These standards are met. H. Lighting. 1. Minimum illumination levels are measured horizontally at ground level. b. The minimum average illumination is 3.5 footcandles for required building entrances and 2.0 footcandles for any non-required building entrances.All points of measurement must be a minimum of 1.0 footcandle. The applicant proposes to update the exterior building lighting, and provided photometric measurements that show building illumination will range from 1.0 footcandle to 7.0 footcandles at building entrances.This standard is met. 2. Maximum illumination levels are measured vertically at the property line or sensitive lands boundary line.The maximum illumination is 0.5 footcandles at side and rear property lines, except that the maximum illumination may be increased to 1.0 footcandle where the development abuts a commercial or industrial zone. The maximum illumination is 0 footcandles at any sensitive lands boundary line. The applicant only proposes to modify exterior building lighting.The applicant's narrative states that all new lighting fixtures will be located more than 20 feet away from all property lines, and it is therefore not anticipated that illumination from the new lighting fixtures will be visible at the boundaries of the site. This standard is met. 3. Lighting must be shielded,with a cutoff angle of 90 degrees or greater to ensure that it does not shine upwards. Lighting sources, such as lamps and bulbs, may not be directly visible from adjacent properties or sensitive lands. The applicant's narrative states that all building-mounted lights will either be shielded so that lighting does NINID2020-00035 Villagc at%Vashington Square 4 not shine upwards,or will include diffusers so that lighting will not be directly visible from adjacent properties or sensitive lands.Additionally,all patio lights will be covered by overhead decks.This standard is met. 18.765 Modifications: 18.765.060 Minor Modifications A. Definition.A minor modification has the following characteristics: 1. It has minimal impacts on surrounding properties, sensitive lands,or public facilities; and The applicant proposes minor modifications to the subject site's parking lot, paths, landscaping, and exterior building lighting. As demonstrated in the findings above, the proposal complies with all applicable standards for apartment developments,and does not cause the development to go further out of conformance if already nonconforming. Accordingly, staff fords this proposal will have minimal impacts on surrounding properties,sensitive lands,or public facilities,and meets the definition of a minor modification. 2. It does not cause the development to go out of conformance with any applicable standard or further out of conformance if already nonconforming, except where an adjustment has been approved. As demonstrated in the findings above,the proposal complies with all applicable standards for apartment developments, and does not cause the development to go further out of conformance if already nonconforming. D. Approval criteria. The approval authority will approve or approve with conditions a minor modification application when all of the following criteria are met: 1. The proposed modification qualifies as a minor modification as defined in Subsection 18.765.060.A; As demonstrated in the findings above, this proposal qualifies as a minor modification as defined in CDC 18.765.060.A.This criterion is met. 2. If the proposal involves the modification of a condition of approval, at least one of the following criteria is met: a. The condition cannot be implemented for reasons outside the control of the applicant or property owner; b. The condition is no longer needed or warranted because circumstances have changed; or c. A new or modified condition better accomplishes the purpose of the original condition. The applicant is not proposing to modify a condition of approval.This criterion does not apply. CONCLUSION: This proposal qualifies as a minor modification to an existing development, as defined in CDC 18.765.060.A, and is in compliance with all applicable standards of this Tide. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: Z The applicant and owner ININID2020-00035 Village at Washington Square 5 Final Decision: A minor modification is a Type I procedure.as such, this decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. This decision is not appealable locally and is the final decision of the City. THIS DECISION IS FINAL ON OCTOBER 8, 2020, AND BECOMES EFFECTIVE ON OCTOBER 9, 2020. Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCS cr,tigyard-or.gov. October 8. 2020 APPROVED BY: Lina Smith,assistant Planner Community Development Director's Designee NINID2020-00035 Village at Washington Square 6 VILLAGE AT WASHINGTON SQUARE REHABILITATION 11157, 11159, 11161, 11163 SW HALL BOULEVARD 6-4 �1 PROJECT TEAM: TIGARD OR 97223 OWNER a COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 'M 6380 SW CAPITOL HIGHWAY PORTLAND,OR 97239 � CAMERON LITTLE w - (W3)2934038 H ARCHITECT =" U i K= CARLETMART ARCHITECTURE PC Q 830 SW 10 10TH AVENUE k200 s PORTLAND,OREGON 97205 EARL CARSON (503)205-3179 /. .• / t i GENERAL CONTRACTOR ( ' z LMC CONSTRUCTION ,1� - W ry 19200 SW TETON AVENUE TUALATIN.OREGON 97062 KYLE ANDERSON (603)8464521 p __——_ 11/ DEVELOPMENT CONSULTANT IIl2 I i�llyu ', oo Q p HOUSING DEVELOPMENT CENTERII��111I' '.�I�II�I�II / .1 ~Q IIInpIF II'� n ° MIC 1 > 64]NE 19TH AVENUE 50 11111 SUITE 1 PORTLAND,OREGON 97232 I �l Iii 1 J W Z LYNN UNDGREN-SCHREUDER 11' .. �•j1' ~ Q j (503)3353668 I "I•,,• IIIII,II�IIIIIIIIF III1I1,� IIID'_ . _ I wm U STRUCTURAL ENGINEER `III' yu II i �� 3 11 w¢M a TM RIPPEV ENGINEERING ( Q=N Q 7650 SW BEVELAND STREET.SUITE 100 n TIGARD.OREGON 97224 III DODG GANNETT III " .��IIIIIIIII 1 ( N NJ O (503)4413900 I - -:III I�IIIIIII '�""���X161■ Z Q O V CIVIL ENGINEER a-¢a ' z.; o HUMBER DESIGN GROUP 117 BE TAYLOR ST,SURE 001 PORTLAND.OR 97214 1+ Q Oj O DAVE HUMBER i , 'O _z (503)946-5370 Q r- RO C NF RMATION: a J J PROJECT DESCRIPTION: SITE INFORMATION: VICINITY MAP:NTS SEPARATE SUBMITTALS: > THIS PROJECT PROPOSES RENOVATION OF ADDRESS: 11157.11159,11161,11163 1. SITE PERMIT SUBMITTAL COVER SHEET EXISTING APARTMENT BUILDINGS ORIGINALLY NEW INTERIOR WORK INCLUDES PROVIDING A SW HALLBOULEVARD --- CONSTRUCTED IN 2002.BUILDING EXTERIOR WORK SEPARATE OFFICE WITHIN THE EXISTING TIGARD OR 97223 -- 2. COMPLETE ELECTRICAL AND LOW-VOLTAGE SYSTEMS. INCLUDES REPLACING SIDING,WINDOWS.DOORS. COMMUNITY ROOM SPACE. 3. COMPLETE HEATING.VENTILATING,AND AIR AND DOWNSPOUTS.SIDING WILL BE A RAINSCREEN SITE AREA: 36772 SF CONDITIONING SYSTEMS. SYSTEM AND INCLUDE SELECTIVE REPLACEMENT SITE WORK INCLUDES RENOVATION OR 14. COMPLETE PLUMBING SYSTEMS. FOR SHEATHING.EXTERIOR STAIRS.PORTIONS OF REPLACEMENT FOR DETERIORATED PAVEMENT a DECK AND RAILINGS WILL BE REPLACE WITH AT EXISTING PARKING AREA AND GRADING AND TAX LOT ft: 1S135DA4600 d MOISTURE-RESISTANT MATERIALS WITH SELECT DRAINAGE IMPROVEMENTS TO INSURE - 723/2020 REPLACEMENT OF.000 DECK AND SHEATHING ADEQUATE DRAINAGE AWAY FROM BUILDINGS. SUPPORT STRUCTURE ZONING: MUR-1(MIXED USE RESIDENTIAL 1) - - ' REWSIONSAi APPROVED'.-, , 'I+F3� 1 ww.iw•u. vtvmso linacs 14:33:31, o1ni—� Lg 1 1: 1 1g gI G1.01 ABBREVIATIONS: DRAWING SYMBOLS: GENERAL PROJECT NOTES: DRAWING SHEET INDEX: 1.0$DA#ll EKING n E "E MAL NG AND AN DR EE ��° EETNDDBER TIE 1-TRUIT B wBLREP.N. Ll a BxE I"DE Z5" 111 aRN O1.NT B LDIFei�OAMvr n LBEDONEATTIECONTRACTONSRSR �1 NCS UT TENG3uM5wcnoN nn n.`rwATER B. YTODER_ A :. OP DNc coDEDEVIeTwx. w.ae cwR NOTES LESS ¢ sin%rvVMBE AFvaOVAL OF TIF AaCIDECT. —OR Ex PRE ss wamLl EN c.`10 HSENT. NO FLA. U :TC :OUND TEESSMN+Ousss EET SAME CI—Ltxm CNL MiR"OVEMEMTPUN u AVG AVERAGE NT R SN SxEET— —IN.NUMBER 0 r"°E nxO CxuuLTER/S SxGwNFOR BIMUR LOxgTlpls. THE INNET NUMBER EDLYSM No INOCRED CO.IRA Tl TaE FRTELTI C'R C. 1—REPo0.i—E REME P—Y TO � I� 1 moo_ IF iNYOISCREPANGES TRE NNPNN OR gsCOVEREO BETWEEN nIE vucoxv TaG TONGUE aOamVE _may oanwNGS»lO SFECRKwTqusAw OBSFavFD oa vcaFIE0 COwrtxJNs OaLc STORM ExTER ATox BLDG SURONG TB TOW EL BAR t ANE E ISTECTT.L.`N=GTDR BLT M BEAM lAM UMINAIE TFF TOPOF FNISN FtOrn duwING NUMBER MOVTICN SITE AJR BOs BOnOM OF STE¢ uv uVATgry 1NN MROVGn sNEET NUMBER E. N NOCASE S1MLL wORgNG wMENBlONS BE scxED FRCMTIE — BOT BOTTOM LB POJND6 TO TOPOF UNA.1=rt5TNE0.EGPON6 BUry OF TNECCNTRACTORi0O0.055 NTERg0.ELEVATIDx CHEON 1REµUW NGS ANO GNEN$CNs=Nw Tn REUTED BEDROOM LOS LEADER TOB TOP OF BEAM RFOUREMENTs oENDFlEU oN OTHER IRAOEGMWNGs(CNE U LED LNNT£MmNG DIODE TOL —OF—RETE /^1� lul.`scAPE STRUOn1M1 MECIAN GL ELECTRR_LL RUMS NG.ANO --- NET LNFM TOCnG TOP OFCONCa[TE FopnNc L—, —papµNGNVnreER mxER quwlNGs wS AaPLKwetEI�NOTtFr uLCxFIELTOFury Q� ULC GLCIMTE llx0 LNOFLM TOwALL TOP of wilt �`/^"�- BnEET NUMBER DSCREPAIICIE$INlF—PRNMTOCOM.ENCENEIlOFTNEW— •••„ ,:, GN L—ANTE U. wLEx TOR TOP OF FOOTING ....,__...............a::_::.., CpaERWMD LOC LOGrnW F SORT wrtnN ALL WALLS IwvNcwALL,30wrtED AM A c0 OJ OPoR,asiTOM T.SoR ON -ENsa�T.FACE OF NG FRAwNGFORREa,NED Fc.`MronENn. CW OELNG 1� rOPOWUP ¢ I I —NOTED Lo�F. G ES SIwu Tn wo3Ec�P0.ULEioB OEN TTµ[ AtOt SITE PI.µ .. S: U. 2 oNRYuxrt OVEPGr WDwc. Xe OBSERVED Ano R-LDED IN�TTIE�OF TIE p 4FANCUf Mb TOSET�RR 05PEnsER BNDMGA FLOwtPWMs-LEVEL 163 COppL ER ISE A3.01 MIIDNGA¢OOa Puu�LEv¢B6 ROOF W- COLS COLlwEO 1» TYPICAL ns.. MEYNOIE NUMBER nTIE .RULE a+N Aiu BULDNOBFIOIXt PIaN.LErrELt63 �s _ V UNLESS ANOTHER AUTERIFl5 �a wBVLDN(.0¢OORPPLN+.LEVEL51�6RO0f Q a SE xpTm DOOR TAS IZD ATED TNNi ERwSE NOTED. --.F— =,E OLBwlrarrwwra.¢Don Pgn3n RODE U en RESIBrANr �" ULnuVgLET"W 1�1 R Scn EDU1EREFEI TO NOEx MULT MJIn¢F VB ImM Cp. rtRN TILE flex A4 , 111—NTERxM ORWNI DAMAGE g1RNG—TRUITTON.ME AL iOinE a� CIN E BASE VENT FI CT CEMMIC TRE V C. OEMMN:NL N NATN VEHTRATIOx IFIACEMENT or ALL MA —U.FWND w TN MICROBML GROwTI ' CTRL cpnma. (ro Mev VEBT vESTSwIE "ISI MATERNL MO SNPE DAMAGE.OR DECAY WITNN ON AD.vrLENTTO THE A7 OF Cl GBLE iELEwsgN xA NOT aRRICABIE OO vOUTRE ORGANO LOwOIMD wORx s REOUREv.A P0.0T000 ,BE EsiAB115NEDBV AN INWSTRML n OU µBIL NAT NAnlw.i VOL vaulE n—NRT FOR TIF OFxn�Tcnnox IF—Ax.`TREATMENT OF JW Z cv wlnwA,ER NMLROBML caowTn. m j 2 IRA -1 TEC— ALIE PENNY NA,LI IE6 EE N1. NESTw,TIox R.nNG "ERTASE vERTIGL Aemc wNoow scnEouTo A' oEMouTNN woaN aEOU RENO O rDFuuv PEaFoaM LEswPE CF woRN. K W m Q J V cT L. ELEPIONE.FLECTacu M •, J J DBL DouBLE I"io N�MBER "A w wssT DEwcES AND caNOUR TO REnwuUON. M W Q M 6 OLsn " 11�_ m =N Q :RN IPA DucrRxI COEFF—STS ELO .`ET cELNG nLLIGnT— N Z OR ZU iMN xrs NOT TD scuE R- Aax IGSea UNLESS W t+f Q ON CENTER : E III- Room Name Ldp Z�0ON 1 Q oF�cl wcONT0.Acraa �P 101ROOM NUMBER Dw wsnwASNEa r=aSµwowxERINBTAUED wwF -LEO—EFA.- u) Nr ESET .FN IF w —D YBIYffi9-BEYBIPtl L—'! 'r.. .00.0R ElF/ATUxs Eli E, =IRSON C0.0F¢EVAIpNS Q O 0— Aiii EL El�l COLOR¢EVAlpN6 oSOC sELLE 'WE mUCTww sPEuury A,-A Z_ EanPO3 °'"`� MATERIAL SYMBOLS: -.....-:�:'.. a f EDDAL DNT EST ExTERxNz PE.r PREMOLOEOExPAFSaN.IONT WFIRM _I T =C= FROFEI—UNE r t' Q coxcaETEj BATT NsuunoN '- J EOUPMENT —I a -'''- Low-N wsU—N .. � DSI_ACT TxIN ABBREVIATIONS,SYMBOLS 8 FIM "OFaAL no PaEP PaEPARw -z¢p,a� ..... .••.•...•.. ,..' I GRAv¢ FNSI LUMBER SHEET INDEX DNDIRDNER NAL R TEXT SYMBOLS:FIE WoaD BBBB FATEDµ➢D D,Y D NRN Ulll *1 .-AREA- 0 YPBDMBOARD a AND MLLIPI.BY J o .LF—FFT NT 23�DZD FLmN —TUNE ­NG PIAN � REVISIONS�M` sTEELIMRS g AT E NU..E—..O .�,y= —N, NUNFO a�a< I Aae.aum MOT wllrzo20 GFCI RRURTOR F REpEaATOR R CENTERLINE x PERCENT W°°D Sao LINE SYMBOLS: 1. IEEBENT G PBDM DURING GDALEs P DaDRMNDB �v—BREANLNE ------oBIELT DETAE, ggm "FPA IlGIEFFINc NcvP—URATEMR Rv ROOF VE z Fool FEET RFaoPEary LINE —_—CENTER UNE ------n,DDEN �£ E IT cI TEMPEw.TURE s sovTn ---MAT-LINE ^ In. I.`LDOOwN ___________OVERHEAD TNEETSFROT RERMITRIIDOTOtISIOxµITNADDENDUMOt 091,1030 z. IM I.—LE— S- SEI — %' —(ES) I1INT ARE NOT 0.ELEvaNi TO TxS APRICAnoN NAVE BEEN REMOVED. o3 .OL g L IM A y UNIT 3.1 UNIT2.2 UNIT2.2 UNIT 2.2 UNIT 4.2 UNIT 3.2 UNIT 3.2 UNIT 1.2 UNIT 3.1 15 15 14 13 12 11F 10 109 OB •ffi1 BUILDING A or (LEVEL 2) e: H W� I - -�� ��- - - l- - U: UNIT 4.1 UNIT 1.1 UNIT 1.1 UNIT Z.1 UNIT 1 1 UNIT 1.1 UNIT/.3 >a C L I 0] 06 OS ® 03 02 01 o- " Z BUILDINGA (LEVEL I) - - - - Z UNIT 1.2 UNIT 1.1 UNIT 1.1 BUILDING C 11 m 22 26 (LEVEL 1) 1 F UNIT 1.3 I J J Z UNIT 4.2 UNIT 2.1 1] 1 "- -• m Z) O 25 'o Q BUI�ING Be BUILDING B W I 1 f' _ - - uJ m U (LEVEL 2) (LEVEL I) W J J UNIT 2.2 uw OMMUNI U)I :_ - H--- 1�. Z _ f. _ _O UNIT 4.1 O 3 0 E� ROOM 1 YAIUIh4Q p- - <O 0 O UNIT 4.2 O 27 _ - '1' I 0 O U 23 •' TRASH ---- -—KITCXEN TOILET- LAUN V t••v-____,_, ___-...F - --- K 28 29 CD -- --—--—-1I- --—--—-- Z UNIT 213 uj 1 19 �it BUILDING C J (LEVEL 2) O KEY PLAN BUILDING INFORMATION SCALE 1116'=1'-0' BUILDING SF UNIT INFORMATION EXISTING SITE PARKING Row6N LEVEL SFI J UNIT TYPE BEDROOMS BATHROOMS ADJUSTED UNIT SP J UNIT TYP OTY UNITTOTALSF STANDARD PARKING STALLS IADA PARKING STALLSICOMPACT PARKING STALLS TOTAL PARgNG 7123/2020 Bmltling A 4,4965E UNITIITYP i [ 1 649SF1 5 3,246 BE] 15 12(1 VAN ACCESSIBLE)1 13 30 Level3 (UNIT I2TVP i 1 6365Fj 1 836 SF n ILevel2 5,6155E (UNIT 1.3 TVP i 1 480 SF 1 4805E o, REVISIONS Revell 6,063 IFI (UNIT I4 TVP 1 1 6T/SFi 6]]SF -` TOTAL 16,1]4 SF (UNIT 2I TVP 2 1 641 SFJ 2 1.663 SFI w &,Itlmg B DNIT 2 2 TVP 2 1 562 SFI 3 1,685 SFJ (Level3 1,8405E UNIT 3ITVP 3 2 715SFI 2 1,430 SF w' �Level2 2651 SFI JUNIT 3.2 TVP 3 2 680 SFI 4 2,]19 IF, <4 Levell 2.813 SFI DNIT33TYP 3 2 1,0333E 1 1,0335F] =c TOTAL].304 IF JUNIT 4.I TVP 1 4 2 1,328IF 2 2,656 BE, Bo1ltl,ngCJUNIT 4.2 TVP 4 2 796 SF1 3 2388 SF] 0 ILevel2 1,033IF[ JUNIT 4.3 TVP 4 2 1,375IF 1 1,3]5IFI yj Leveli 1,15]SFJ [TOTALS 26 20,096 SF �+ TOTAL 2.190 IF I •UNIT AREA MEASURED FROM OUTSIDE FACE OF EXTERIOR WALLS OUTSIDE FACE OF CORRIDOR.AND TO CENTER OF PARTY a 5 (Commonly Room WALLS.EXTERIOR PATIOS,DECKS AND EXTERNAL UNIT STORAGE AREAS ARE NOT INCLUDED 50 IF OF STAIR AREA HAVE BEEN o L—I1 66]SF[ • DEDUCTED FROM EACH TOWNHOME w a .Ov( FOR REFERENCE ONLY. CONTACT SURVEYOR FOR CURRENT DOCUMENT. NOTES LEGEND m s 1 THE UNDERGROUND UflLf1Y LINES SHOWN HEREON ARE FROM A COMBINATION OF FIELD VERIFICATIONS AND VARIOUS UTILITY,PRIVATE, AND GOVERNMENT SUPPLIED"AS-BUILT"MAPS AND ARE APPROXIMATE ONLY THE SURVEYOR MAKES NO GAURANTEE THAT THE AD AREA DRAIN UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED. THE SURVEYOR BR BIKE RACK .. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED,ALTHOUGH HE CO CLEANOUT DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT DS DO N SPOUT a $ PHYSICALLY LOCATED THE UNDERGROUND UTILITIES UTILITY LOCATES WERE NOT COMPLETE AS OF THE DATE OF THIS SURVEY DAY DRIVEWAY/ACCESS 2 THIS TOPOGRAPHIC SURVEY IS LIMITED TO THE AREAS OF THE ON-SITE SIDEWALKS,AND THE ON-SITE AREA DIRECTLY SOUTH OF THE EM ELECTRIC METER 8 SOUTH WALL OF BUILDING B THIS SURVEY DOES NOT CONTAIN CONTOUR LINES,AND NO DIGITAL TERRAIN MODEL WAS GENERATED. EV ELECTRIC VAULT ,A 3. TOTAL SITE AREA 36,720 S.F.,0.84 ACRES FA FIRE ALARM BELL $ n GM Cls METER a 4 SUBJECT SITE HAS 28 REGULAR AND 2 HANDICAP STRIPED UNDERGROUND PARKING SPACES L/S LANDSCAPING o y NBMNL BOX ooa G 5. THE BASIS OF BEARINGS,BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED PER PARTITION PLAT N0. PP PARTITION PUT NUMBER, 1998-038,WASHINGTON COUNTY PIAT RECORDS. WASHINGTON COUNTY PUT RECORDS 6. NO PORTION OF THE SUBJECT PROPERTY BELOW GROUND WAS SURVEYED $F BDUARE FEET ^� Ss STREET SIGN N.y 7 WB. WELLS MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE SUCH AS ACQUIESENCE,ESTOPPEL,PRESCRIPTIVE TEL TELEPHONE BOX EASEMENTS,ADVERSE POSSESSION,EIC. TR TELEPHONE RISER ry CABLE TELEVISKNN 80X O FENCE CORNER II I I UP UNDERGROUND POWER 1+1 D.2'E 30'I 30• Wy WATER VAULT 111 D 1'S S 88'42'00"E 244.40' TR KING SPACES Ds , GN 8 B 5 EM 16 DS l� STREET ADDRESS,4AUL BLVD LIS '45' -GP- CAS ENE,OPEfiWNW NATURAL E-MWS M S U FrY1Fy++•ly 1 rDS,,,,,,,,,,,,,,,,, , Go ,r �— 3 wAix , 1 C I I -5- SANITARY SWER ONE,PER CITY RECORDS p4 ,H {S.5 ry12D ',N ,0.0 r 12.1) 455 WF- -SD- STORM GRAN LINE,PER CITY RECORDS IS >1� o, L/S Q -SS- BANITARY SEINER LATERAL PER CRY RECORDS ✓ o US �L,�9 r ® OVERHEAD UTILITY UNES m S' BUILDINGm A t,pR99Q D B B Ti II I I -UT- UNDERGROUND COMMUNICATION LINES r0 g '1115] Q� l 20 I -W- WATER LINE,PER CITY RECORDS Tn w i ' PARCEL I DECK `S a �- SUBIECT SITE WOOD FENCE V 1 F+1 F= 239 31,930 SFI�BELOW e,� -- E CHAIN UNK FENCE °59 __'_239 233 23.9 u _X ? a ¢ X SU SITE r l y 2 22.6 0 0 ANING EASEMENT FOR I I NANHOLE U F 20.0• _ 88 fes,,, „ ,9.9 c " „'�. �Ds� I I Yf FIRE HYDRANT ��i F+1 F ,/,DSIf 68 DS "o' FOR THE BENEFRR OF 66` ITE y.ly 3 FAI _ DS ° ( - 1' PARCEL 2 PEN O POWER IFPHONE POLE 1� m a; N_y j 1 _ - SL ® IC71 PARCEL 1998-038 PU'R N I Q �,F STREET LIGHT T^ ,n I °_LR0 NRS' W �^„iO,i.A,U,,,,-// SS r I "a v SIGN F��+L,NI VN1 vF n p5 01)dN- �� ,�5 PECK pg0V4E'.o co DS p TREws -ss� (.Q E2 ®®® CATCH D151N r�f5 fWay i o` 'I1 GN ,,, ,//,,,,: D _ L/S CO L75 A^Ik _. .. - M- —GSI L^ ICAS w e:( "43.0 50 DS _ f� i•k."n I I ►l B G S VN.VE N H'H.SL 70.00' Q�o ® WATER VALVE !� 2,0 �v I ° PAPO BELOW m p I8 B ? ® WATER METER Ey 0 201' 050 °C$ PLAY AREA I BUILDING C o II I I 0 STAR SUPPORT FOOTING 2 S OR 0 n 11161• 20 n 7394' O 17gI I ,� HANDICAP PARKING SPACE O d L/S sus 185 S 88'42'00'E 02•E I -I.1-SL 18.0 0S SD ASPHALT z n0 c2 f<N SOm I'^I L/S yry E FA 0125 D I-.; V ne ) v nI L - \ CONCRETE p 5 5 II III I GRAVEL E- Woo 5.0°' W000 AWNINGL� 0 I _ n mom' / OBR TR os.�i>ri'r,Trr,',Ds�Il PARCEL II W„ —I—W—IT_ Z g� 230 �, ]F 4,190 S.F 0 _ -ILII} DECK ABOVE D ZZ¢n - PATI .4 F 3000' O BELOW - TYPICAL " N Z = ry C V 3$ D I ' KEYSTONE ]Eu soI�`t j i II 5 a za.r 4 _ ' °" �O,Y -®�- Ds",,,23.0 3 Unu7Y 4 I I II I 5,,, LR- Imo' '/{�'05 p R trtILfIV ACCESS L/S b CM 3 TV DS TEL 3� 01 7.11 OMoI �._ KEYSTONE PLANTER WALL _- EDGE• I �L/5 - - - I I I I I W°� m ---" 17000' P TR_7 1 .. 1 PENCE CORN ER - «I .. �--735°' L/S I 45 - 0.3'N 07 E N 88.42`00"W 243.59' CONCRETE BLOCK WALL zl WALK 0.4W o p I a(g W U n $ _ -LEANWOODING NORTHE I HOSE BIB/ ®ll} I a Z �Z �p B'0 DECIDUDU,TREE ( ) 30' 30' Q N O 25'0 DRIPUNE 12'0 DECIDUOTREE I 4�CL UOf t 3 DECIDUOUS TREE-/ 354 pRIPLINE I II I 3 wN SO P y �}O ^Z SN m a1;Wzs LeXo� _ EASEMENTS/RECORDED DOCUMENTS a�N �aa NOTE IIEM NUMBERS CORRESPOND TO THE ITEM NUMBERS LISTED IN WED NATIONAL TITLE INSURANCE COMPANY'S FIRST SUPPLEMENTAL PRELIMINARY TITLE REPORT ORDER NO. 18-158316 DATED MARCH 3,2020.ITEM NUMBERS IN SAID REPORT NOT LISTED BELOW ARE NOT SURVEY MATTERS. • O6 DECLARATION OF RESTRICTIVE COVENANT RELATING TO CERTAIN TREES,INCLUDING THE TERMS AND PROVISIONS THEREOF, GRAPHIC SCALE RECORDED JULY 25,2001 AS RECORDING NO.2001-073475.(NOT PLOTABLE-LOCATION EXHIBIT ILLEGIBLE) 20 0 10 20 40 50 �'•_ O ACCESS EASEMENT,INCLUDING THE TERMS AND PROVISIONS THEREOF,TO BONNIE R AMANDER AND NORMAN E.ALANDER,AS L■_■ �Y� ESTATE BY THE ENRIFTY,PER DOCUMENT RECORDED JULY 25,2001 AS RECORDING NO 2001-073476 (PLOTTED) \ (IN FEET) E—n= 20 rr.. � SHEET 1 OF 1 J GENERAL NOTES GRADING NOTES LEGEND ABBREVIATIONS 1 ALL CONSTRUCTION,MATERIALS,AND WOREMANSHIP SHALL CONFORM TO ME I ALL SURFACES SHALL MEET EXI57NG GRADES SMOOTHLY AND EVENLY AND ExsnNG BERG'SEQ aADAR PVI UMBER - LATEST STAN INITS AND FACOCE5 OC ME CITY OF TIG RN THE OREGON CONSTANT SLOPES UNLESS OTHERINSE NOTED ON PLANS O IAN ZONE IOi ro NO TBFat STRUCTURAL SPECIALTY CODE(BUILDING CODE).OREGON PLUMBING SPECIALrY STALLED PEDEsiftIAN WALKWAYS I OR MAY CROSS SLOPE D SFxiR MANHptE �•? QG (SIDE(PLUMBING CODE),AND THE OREGON PRE CODE("RE CODE),LATEST NSTaLLEO AOA STALLS ZOX MAX SCORE ANY DIRECTION CO OUFA OUT Io CxaDEDZ RULEIR`H ZONE R. - EDILORD LANDSCAPE 20R MIN i0"A" CATCH BASINW RUN' m••rp, • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ASPHALT£A—ENrPAVEMENi O MIN i0 DRAIN IAN 1ONE _ LI PAVEMENT 10>.MIN TO GRAIN SO S=PEPEWA Sr ALL WYMX WTH ME OWNER FlwE HttMANT I 1, DRAIN TFACTCR RESPONSIBLE FOR MAINTAINING EXISTING SITE AND DRAINAGE 55 SAn1�RY SEWER 3 AID LICENSE NECESSARY FOR THE EXECUTION AND COMPLEn OF PAT TTERNS AND PFOTEGDON OF EXI5nNG ENGINEERED DRAINAGE FACILITIES I IA 1.DARN ME WDRIC HERMITS BE SECURED BY THE CONTRACTOR PRIOR)0 COMMENCING WATER uFIER f.ONSTRUC PON S CONTRACTOR SHALL EXE CAFE IN ALL I,IIABONS TO ROTEC EY`51rNG MIN uAX AA VEUEIr 4 ALL ExCavATORS MUST COMPLY VAIN THE PULES ADOPTED BY THE OREGON UNOERGFOLIND UTILITIES RANT DAMAGE RESUTONGH FROM iHr5wN9FH M r� �; rvv I-CAL U UTILITY NOTIFICATION CENTER,INCLUDING NOTIFICATION OF ALL OWNERS OF RESTORED AT CONTRACTOR 5 EXPENSE E aPPFOvat OF THE OWNER 5 X WATER VALVE 6 UNDERGROUND HT-ES AT LEAST 48 BUSINESS DAY HOURS,BUT NOT MORE PEPFESENTABtE V V MA N IO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION THOSE RULES CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FOR - ARE SET FORTH Iry OAR 952-OOT-ppl0 MROUGH GAR 952-00-0090 AND ORS CONSTRUCnOI r0 MOR ORIGINAL CPNDInON AND i0 THE APPROVAL OF I­ ARE LIGHT 151541 i0 T5151 THE IELEPD E NUMBER FOR THE OREGON UTILITY A OWNER'S REPFESENTA BYE SURVEY NO OCAnON DENTED IS 503-232-1981 AND THE LOCAL"CALL 48 HOURS UTILITY—1 BEFORE YOU DIG NUMBER IS 503-246-6699 5 CONTRACTOR 51ALL EXERCISE EXTREME CAUTION WHEN WORkING IN AREA $VR KY P—ED By wB WFus ANO AslOcu TDs,INC DATED JULY 09,1111 ~ - DJACENT TO EXISTING TREES IN ORDER TO MINIMIZE DISTURBANCES TO PREIM - 5 THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS 15 ROOTS CONTRACTORNSHALL INSTALL TREE PROTECTION FENCING AS INDICATED _CT_BOX FORINFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE CONTRACTOR ANS OR a DRIP-LINE OF EXISTING TREES NO PARING VEHICLES UNDER SHALL L ~e FY ELF"'ONS OF UNDERGROUND Un TE5 TO COMMENCING TREES Gas vatvf I o THCONSTFUCRON AND SHALL BRING ANY DISCREPANCIES PO THE ATTENTION OF HUMBER DESIGN GROUP POTI ALL LR05SINGS AS NECESSARY BEFORE 6 ME CONTRACTOR SHALL BE RESPONSIBLE FOR OEMBCDON AN DISPOSAL OF ARCH TE'CT/ENGINEER V° CONS iPUCTiON TO PREVENT GRADE AND ALIGNMENT CONFLICTS EEX15DAG AC.CURBS SIOEWALES AND OTHER 511E ELEMENTS WITHIN THE '`1?/ACL ADERLI 6 THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFE1r OF THE SJECI AREA DISPOSE OF DEMOLISHED ITEMS OFF-SIDE 1N A LEGAL MANNER %yk( TREE HAFT rIECTUFE S"I Q CONTRACTOR OR HIS CREW ALL OSHA EGULATIONS SHALL BE SRACRY ACTUAL LINES AID GRADES OF EXCAva TION SHALL BE STAKED BY OUALIFlED vpartaxD wA5 5 I�Y TAl R 5 $LITE.1 f 40HERED TO Iry THE PERFCARRICE OF THE WORN SURVEYOR,BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS `M a1-1119 TZ Cav Ac16'URYD cw 9T I y°e fONIRACTOR SHALL RETAIN A SURLEYOR LICENSED IN OREGON Q - T TEMPORARY AND PERMANENT EROSION CONTROL MEa SURES SHALL BE USED AS -- —-- vwOVERry ONE Ft caFSGI T Wiurau BwaNNaN,Pf =i NEEDED THE CONTRACTOR SHALL ADHERE rD ME CIN RU POR RAND EROSION .USIALL INCIDENTAL STRUCTURES,MaxnplE UvALK DS. BOXES.ETC TO CONTROLLPNOL STANDARDS As NECESSARY FOR EROSION CONTROL MEASURES FINISH GRaOE CENTERLINEo Z 8 TIE COITRAC ioR 15 RESPONSIBLE TO MAINTAIN ALL ROADWAYS CLEAN AND FREE -- CONTOUR $SET MDIY` B_° OF GONSPIP n MATERIALS AND DEBRIS PAVING NOTESsaWtur ENE - 9 CONTRACTOR TO ADJUST ALL EXI5nNG OR NEW FLEXIBLE UTILITIES(WATER,GAS. ' NTNG WILL NOT BE ALLOWED DURING WET OR COLD­ER.PER COST V,TELEPHONE,ELEC.ETC)i0 CLEAR ANY EXISTING OF NEIN GRAY,iY DRAIN SPECIflfa TIONS EDGE pi vaVfufNT 0201 CIVIL IMPROD�MENTS-SAUI Q UTILITIES(STORM DRAIN SANITARY SEWER.ETC.)IF CONFLICI OCCURS 2 CONSTRUCTON SHALL NOT BLOCK CITY OF PARD FIGHT-OF-WAY =_ =--- CURB -0 ""T N WMCui AN U T UMBER DESIGN GROUP.INC ASSUMES M RESPONSIBILITY FOR ANY aPPROKO TRAFFIC CONTROL PLAN I X 50 aN c9 DD Crnt DETAILS ICIES ENCOUNTERED BETWEEN T FILED CONDI ROxS a —=�— siO.RM UNA` DIFORMAIISN SHOWN ON THE SURVEY MAPF NERLOx TRa CTOR IS RESPONSIBLE THE X"Ss Z FOR REPORTING ANY OISCREPANCIES TO ME OWNERS REPRESENTa RVf SANITARY SEKR 0 X CS cDMBINEO sEKF h 0 X W WATER f Q DYrRTIC D LINE "J W Z m J O CONCRETE 5VEWALY W ED U �J J W J d axp a �3:, z o n o r INE I z 0 Q -------Paps0 2 j� _�F- 2 SAND C2.01EE C1,011 °{ l I a� ICE o BUILDING A j III 3 f w _-_-- -_-a-�1-.-__,''.W°"""r- EaSEMENTB Li - I {I CII CINOTES _ WILDING C CEI I I �- III ,99Ya II --� " - -- T NH PAR 1,232020 BUILDING B _ —mak f dY REVISIONS A AND C2.00 f ,.---I❑ I m I III p-®A f SEE C3.00 OMMUN 0 9 Room SH ° SEE C2.02 I Humber L 0GRAPHICS SCALE Design I TICK=2o II Group,Inc. LPII,W,OR•503 946 6690•I,Bgpd,11, �c 00.00 SHEET LEGEND `,;,�: DI-11,sircwgLks i9 1g 1 ` v r LINE o ' --__ S4WLUiV ,c %jl FON'TEF,arv0 _ - - SOOIER., NO /`inF ANN ELTE PURat O - - - ARCNIiEC UFa / TER S D AIRS.ITTAI _ - 0 / ARLNI C PLAN �_-_ / -Pa-11 PER - -__- / / RIRAL - _ FOOTEF. G ✓� v 0TER,A P,A REOMOE T // PLaNS _ >'7T > - a ELS vEPP ELS U ( /// ���� "q"siELTURaI / ✓/ PLANS W / // 0 0= ;, � _ SIDEw4Ll(PANELS « � / %! — - 1aLOMPL,ANi LLIE REPLALE vER L.00SIOEwaLIthP4NEL' NON-CC bSHEET NOTES -PLIANT a; REPLACE IEP C200 -- - () 1 ALL FL.i0 BC REMOVED IT_C.CRE 2 EK.nrvL vgNFl SIZES ARE 4v PO.IMA LED EMovE j/% / AIRS .rA W O TURAL mrEP. Nr J A"LE P*RR z ENE—, TYR DUE EL PuaN r' �/ 0NC z NDN=�OM /, ti 0 BURRI—LACE PER NG C ¢ R //%/ > z FMovE AND ////1 ---- LJ ' m W O / Q� I- PL,NE ,R4L %j// j jj�I r m u c% III a=r, a BUILDING B -- � ' piz C_ PIPToLT O NC—AIGn Z oO ¢ - - - REp avE ary II(nI�I'i. �I p U R C.E BikDE-J' o i— ° Racn,rn U' "a O ° C o 'T / z�F � am o z --- PM ;ImEwALX WCOMMUNMY r LA F.AN' / 5 PER AR .NITEC TURAL ROOM EXISTING CONDITION% PLANS AND DEMO PLAN SIDEWALK PANELT /,!_ GRAPHIS SCALE --T - 1—r -COMPLIANT SLOPE / r 1 rnCh =5 ft RE LA ----- REPLACE PER TRASH ENCLOSURE ]I23/2020 C2 OD ' -" REVISIONS rlaim2a - EI El Humber - - O //, - --- Design _— Group,Inc. ortMnQ OR 501 <s 9466690 IVgp0+<am - C� �DEMO PLAN-WEST � Cl 00 rs' O wcui, ro Q r sb ra:�11 SHEET LEGEND j � PROPaseo i 1 rm - BENCH,SEE P 928 -- 1914818 __ iA ) 8983 Ma ALN EVI511NG NRAL rPE nNG 1 -- -___-_- m(E)I 16_ro 19_82619826EMATCHIEx15 0i O 9 9@`9809J9 198 J2 IP(E)1982 �J iP 19826 k t iPM,A983QEx1 ni�L rv(E)n�19� P 19818 O e 0 TP(E)198 25 iP E 198 ZJ 1 4 --r 998 ZS CH EN i/G TP(E)198 16 E(E)19 ro 19>e ' m 19828 P 19826 __- _--MATCH�SaIBIING ro!)tiP(E)19820 1 PEA GFA t•EL �o P(E)19816 '1 f a ICN EXISTING ltP 19819, U ^M+ I I I IP 19819 P 197 (E) 9B JB _ _ I MATCH Ex15 iC-�' () () 1-- -_- - - - 19 1 \_ I O PEE)1.822 2 MA TCI ExISPNG rP(E)198 t6 ro,92 29 ro 198 02 _rP(E)198 21 ro(E) 9R 2J 2 _ � rrP(E)198 BB � ro19»6 �-- I`FP r as1 m 9B 3s� %,9�8� _ W•= U 19849 IPI'9B39� rP IIIL_ U i U �° PERN RCHIiECIPEA lu ' <e n=(E)'1986> K a iP(E)1986jl� Q�- S O ro r9a 6z MarLN Exlsnvcry f IW(E)19B 1s J GENERAL NOTES 0' 09R V ALL PANELS W BE REM D AT SCORE FO -_- TL(E)19858 iP(E) P 1982/ 1'(E)19864 rP(E)198Ai xlsnNcIL 1,98.2.1ILE)198.21 198.68ro 198ro O98 211919 -DING C Z 7. ro 1 // Oro 981981J roIP(E)t9 m(E)19 19 A" iP(E)1911U e � 2 822Ma 2CH ExIS LING -- m j Q f 90 J 02� P(E)19887MATCH BSQR�nB ~ Wm U W J J a C`— BUILDING B -. �sawt:Ur TIQ=N Q - m z —_ - TP(E)I198.141� O y O F 1ny_Y Z�p U C DxTP(E)198 81 H < iL f 0 N K MArCN EXIsrING m(E)198.89 I N Z P(E)19822 MA-Ex16nNG r . �TP 19884 R,19822�(pl/r t� �N r iP(1)19825 COMMUNITYJr- m 198 69 19112 ROOM N ro19862 ____ ro19820 - cV U CIVIL IMPROVEMENT F•� o ' PLAN W GRAPHIC SCALE TRASH ENCLOSURERRo,�35 No --O _ Z I inch 5 fl 9B 28 z 1/23/2020 C O C H REVISIONS • -- ❑ - ---- - - Humber Design Group,Inc. ortlan4 OR•5039466690•hB9pd-.. !� CIVIL IMPROVEMENT PLAN-WEST i f \ /I•=s' _` 2.00 --------------------- P pPEarruNE ly SHEET LEGEND \411 .1z r ASPHALr O—Ar u �T ` /�pps s GENERAL NOTES / Io , PANEL'TO BE 1--11'—E W BOLDING A - / ,/ p EpA,„E , FEL j� // o OZ o a airy a W,CP p Vlarae _ dam/ // dEFlvv I oM Lp / / / / % / / _1 �i rn Z I' A c7 0 L__JN- - A, A ~ Ix ro(E)19B 2B� a - ua rcH E.11 _1��- Tv 19B2G -_- ,__ExrsrlvG�\\ ° _ e TPlE)19B to MgpPpsEp \ -C 1 YYY a r P` 1 z IATCH'x�T1N�-�I j W r rP(EJ 19B 2p-/ -AES,SEE YYY°°°a�J6 T a a\ \`� a I --" 9rn le rP"' C rPIE)r9H 2t� aN iEGNFAL \ Q\\° .q �� 6 _- ' - (E)19 r.�'1 �rP—K�'`n-1P 19B p2 `1, -- --- ❑ iP 19811_J01-IF 198 a rL 981. ° 6a Ar -__ - / `�-I C) frl�1 ° ° cH Ea1;nNe FFr.ua°iN -_fPSE++LL ...\\\iii,,,(((��.--___JJJ 'j- 11 No °,y'1 I j M F I CIVIL IMPROVEMENT y"l'llblll I{` rvc PLAN S ac ° NAwNNG Lor I o GRAPHIC SCALE N mx SELEcnrE cV /rP Bab ,9a Gz a ip,P I J Al n n =s It 7I2312020 1Ma.cH ErfsnNG F '� I REVISIONS A PRONOEp r Lu ®>oaa a�n,xm sl,mmm I ewLaNcc — __'-- - -- o ---1--- -- ------ — I w PAFCELEL 2 � Humber Design Group,Inc. Q; MATCH LINE SHEET C2.02 an—OR.w31,6—.NP9Pa rPm ( CML IMPROVEMENT PLAN-EAST i �Q �J,=p. ==�[C2.01 )S SIT'' MATCH ONE SHEET C2.00 i O c JEll c 0 I 3 I II I I c I I I ' c II , i I ' ----- 1 —---- fel 1, III I 1 I - - I — I, c 1 it I I II � I - I � I 1 I N 1 I i I 1 'I — I I I j 1 ISI lII I 0 1 I IT I — —— ——— — — — — — —=—-r — — I o � r r e 3 ' cm t J � PILLAGE AT WASHINGTON SQUARE REHABILITATION IT#_ 9z911157,11159,11161,11163 SW HALL BOULEVARD N $ TIGARD OR 97223 CARLETON HARTARCHITECTURE P.C. MINOR MODIFICATION APPLICATION i SHEET LEGEND �5d5 AREA D-1 Y4Y'4;&77 7 O PEA GRAREL J BUILDING B r - U SEE DETAIL U e C 9 /, 8A E- /L 19 N, Pg 50� GENERAL NOTES `FG 19890 I --L—_--J TO 119891%`Tr—;9,N? — I 19841 FTEA„)�M "IE-11S aC M Al" 1TERARTO CeMEINCH"EIT CWS ?EOEENC. ROJECT RO11E55 IW ; 'IN-LIEU" O ALI NT FOR - vNl YpROFlIATNPC E.-IIIALCI EOF­R­ REATED AREA OUIJ C PEREO FRT MA "T"M NEN AMANCE Q- E—TRE CUTFALLrS CLARIFIES a 'LOW U r PROPERTY LINE I'll AND MOOIFIEC rM R10U�AREA 1960 _ © F Z O� — STORM DRAINAGE > I r ,2 o GRAPHIC SCALE o J WD t- Z =5 It LU Co U L J J MIL ' a 0zo yOnOn K O z �0 Q _p U U~'At Z p0 O Q� O _z Q� m Lu BULDING B —;lpwc poJ 12" 1 J A00 A T FN SEE DETAIL S'PERF PIPE 40 MIN.In Mar pRE58URE iR�ATEP PRESSURE TREATED BOriOM CF MATCH Ni0 � LUMBER WALL sIDIrvG ExISnNG j/ C T STORM DRAINAGE q a iEFNArE �WAO LANDSCAPE/ PEa GRAVELAr LUMBEL RE TFEa TEE ------^ - fi-�nF - /� LL ERE GC 6 499 4REa DFA OEP HOLE AT LOW \ `J CURB \ SEE PLANS 9B 50 c / 1 PINT O FABRIC �. 1-INC IS 4999 ` __ _ __ FG 19 891 TO 19891 — EI2312020 LANDSCAPING � 2"F-3pER /F ` AFL,., ---- - _ 1198 d1 1L -- Y =0010/ — O REVISIONS A \.A 11A NO7E -=A Ana—- AFRI t9 GRA-INTO 1 PRONOE M-1-V SLOPE OF 4 5>WHERE LAN n GA APPLICABLE w OS PE 3[ —AD-111-1 --------------- © Humber ` Design LL CURB DETAIL Group,Inc. �" STORM DRAINAGE-ADD ALTERNATE GRAPHIC SCALE 0 �/NTS Portlan0 0R.5039466(+90 htlgptlx tom A I inch =5 k C3.00 MopesPLACE waE ys`•�I r FROM coNTRAcnoN.lover o•oFM CONCRETE ----• `-- A ENT • •.••�•�' ErvIRTS _ _ WCRIDE�D ' `14"OF�"-D"AGGREGA IE BASE p,' F NDTEs (TOPP 12"r0 E9sF)anF U _ CONCRETE SH LL BE AODO I',,SLUMP RANGE 3"TO STALLCONTRACPON""TS AT 10'OC BO TO DIRECTION S 3 REBAR TO HAVE A TENSILE YIELD STRENGTH I DOWD PSI U" A AGGREGATE BASE AND THUPPER 13 d' COMPACTED TO 95F OF THEMAXIUUM OR,DENS Tel DETERMINEDL INE Q ACCORDANCE WTH As 01557 - F (3 HEAVY CONCRETE SECTION rc v NTS So ". 2 SEE NOTE I 6 y Iy"DIA ,PLACES um� z 1` a ° ^� % MFIHDD Cl INSTAIIAPDN m w o a 1- '� 130-IRON RDD(REBARI W 0 U 3 1ACC, SEE NOTE I AND/OR EPDX.p BOOT IN PLACE W1 2 ON ODS Q N a Q=N a 73n z O ('\PRECAST CONCRETE WHEELSTOP rn.° 0 Q Ns Zo 0� zmC7 O _r H IDTH VARIES N r (SEE ARCH PLANS) Q - ° rA-COICRETE SIDEWALK 3 N z 2r_(SEE NOTE 2)______..._._._ Q LEVEL 2.IWO(I LIST) t \� J _ _ \ 2'Cl b"-O IC—ATE BASE > COMPACTED SUBCRADE �S CONOT IE SHALL BE 1000 PSI.SLUMP RANGE 3'TO 5" CIVIL DETAILS .=0"AGGREGATE BASE 2 21—CWJSTRUCTED 1 57 DESIGN UNLESS ISTHERwSE NOTEC H OF 1�-p"AGGREGATE BASE NOTES coMPACTED SU9GftADE ( CONCRETE SVEWAL.K PRo303FNo \ Ns I AGGREGATE BASE AND TLIE UPPER 12"OF THE SUBCRADE SHALL BE 112312020 COMPACTED r0 95Z OF THE MA 1—DP DENSITY DETERMINED IN _- ACCORDANCE wt TH DICE DENSITT T a M D155.'A AC PAVEMENT SHnLLBE SCTED TC 917 DF THE REVISIONS Q 2 OT E MIX `A Ae IMUM PAVEMENT SECTION SHOWN IT—TING SECTION IS GREATER - ee�w°m a91 9I1 pI.�m N MINIMUM$HB NN,THE PAVEMENT SECTION SHALL BE CONSTRUCTED IN KIND t}£ j 4 71CAL PAVEMENT SECTn)N Humber Design Group,Inc. T"I1a"LOR•503 946 6690•hdgpdx ,, [C4.00 GENERAL NOTES: _ Z T«E wao�ECT - alb000 c o I .oMNErvcEMEa.cr,a.�,oa. aro +AEasp«o,o A"cEr:�REraces�:ry - +T.,aEsro ------------------------------------------------------------------------� - m... I—awuoiec,aEnis, =� V; �-- ------- j u[rvr aaocEssirvc K= I TIE" IF M arvEw To waE Ery o� ,E o BUILDING Aon I - ane ory°E oaso,0 0 u rr+ J J U L�r� ;If 1 I( — KEYNOTE rvo J J Z 4 . `_ -- -. rvl Lao :"I10 1ITEs =m u ��" oneu Nal J I r O )— w¢III Ell-11 IAI—G—11 TI RE—I IIII'T M a 44 2 r IEic�T ns aEouiaEo row IEW corvsTaucTiory O i — _ _ LL -- �� BUILDING C EXISTING — f �ry z $ <) r I7 PARKING E° EE",R ) �n 'BUILDING Bisi _uy o w -- � ClLq - - - I � ��', ��1 f•'� I � DEMOLITION SITE PLAN r . waaecrrvo ICOMMUNI -- " LEGEND: nzanazo w - REVISIONxa� r„imm YYY -EXISTING I t `.I I a: mce ry z Y .�,rv,TE Lfflfflq aEaTo,oEo I,sa�aEo aE oa rvEw orvsT—ory 1111 01.1 I 1„ Y _,'/ ----- --- --— --- --------- ------` - --, - urvos<avE Em,.— .za sr " --- T DEMOLITION SITE PLAN D 1.01 SCALE V=10'-0' \ I / -—--—--—--—--—--—-- \�cn ' mm � I I ;r I , � I JI W i ; la �U I = t u F- I — — C _ r P i I Z _I 3 I II �r•1 __ �Ji � ',/`.tib o f I I, , I e `I r In r.... j aVMS .00 z I 'V/ I I'a -- —O - ,eleoun:.svncss nrw - ive ew ante — o�ooS f >F 7 B 'g'— N S'm4 pc pg F �o D a VILLAGE AT WASHINGTON SQUARE REHABILITATION CTA C'8� o m 11157,11159,11161,11163 SW HALL BOULEVARD O z TIGARD OR 97223 503 sa3 z 5 11 w. car CARLETON HART ARCHITECTURE P.C. I MNOR MODIFICATION APPLICATION 0 , a 4 6 7 8 �).9 A.16 GENERAL NOTES: D=N, 'ID V& A ATE A U-NELIN 21 1FLF1,1 11 L, LF A COIDENIII 5 IFFERENE ASSE-Y SULEET 111.111 IIIF ITS ITN�N ILS, =�.S —B 'I AN IN IT tA -TE-TI-IFE .,=zz, No ""CN-SILLA. L jANDEE1N1T&1-E'=TTNGA- IN ISL-N EEF-EALLI-S-1-11 0- 1 8', NEI EAIIE=I ILETIZI T, 0 :j i! c 1T1II*T E11ITINIFFEIIIIIIII-El" LUE EAIETN� 1111 110-1 A P-111 I0INIFN..AT F_T.__,FAT.UULTAT F-IS n. IE III =�j UNIT 2.2 NTWE UNIT 3 1 UNIT 2.2 UNIT 3.2 UNIT 3.1 U..T.1 UNIT 3.2 UNIT 3.2 UNIT 3A EA ifi 15 14-1 1-3 F-I 2-1 [-:11 08 KEYNOTES: AC I F --a -a! FITER CIIINI IIFINI SEE EATII1.R 0 (A)- ------------- >< 9".EVA' IUNFII (A E IF .15 NEI EATE11I -1-EFE E-- (6) ACHEELLE II IIAET Ae 11 A, 1.F111T1I HE�T T'll_". DIN F.LJTRl FININ11-1 11 z 'E��AN��,�STE,TM�"IRCFARAMI'I,"VGTUA 2 oVNNN, FLEA, =S, I ANDIIII < -EIFELE T-,,,NI,I I.. > A Il". -FI -—E z .A I- E1111-ILITco <0 BUIL -LEVEL III ITFILI11F-LI LIALNT =I < DING A FLOOR PLAN-LEVEL 2 LU SCALE 1/P'=1-0' I12--NE TEEL I-IRAII-NI IIIIIIIIIE NEFI,,,�S T,LN,SU I k A)24) A05I�1-0 =N'T�ERH'NI�=R1WT1TH 2z ILIA , G FLUE 01ITLE1 ANO D-NAIE IFTIFT < ALL E-E 11 III-ITIA.-S-NII z 0 EME I'ALT.N" ---------- Go zn 'ISTINGEL ITRU—ITEI ALL,-UUIT,III --------- TAIL-I IIAI 21 17L-- --7 --------- ------- ------------ -------- NE-ECIIIALFEEITEELL-ISIES 'E 235 NEI I%j,­IUTE1 LI1IT-UFE IEE LIGUT ,,,UE FEI,, IZ-MI T �2 z T - A�LI I NEELLE" UN F ;: 2 NFEE L�2 III III ELI LEGEND. (FGUIRERA-1 SEE 5FIIIA- � .-I-E III I.EET AA IiIII-DING A FLOOR PLANS vmn N-W TIIF SEE-ET AS IF LEVEL 1&2 UNIT 4A F.tl�f UNITI-I UNIT 4.3 1 T UNIT 1.1 UNIT 1.1 UNIT 2.1 UNIT 1.1 ---IF o7 06 F ,L7 F LIGLIF FLUUERE 1EE I.EEI AA II II*,IEEA NI ILL..7 �EULFII E`- 7123120211 DL E._N T.L. E- REVISIONSI��, Ica A (XEa 11 WAL��N ------- --- NEIN-AILLAIELE T S T TFIEKA� 31 HH1,; R"I"BELMIE A EM I A.1 -E III "A 10 BUILDING A FLOOR PLAN-LEVEL 1 A2.01 BUILDING A ATTIC VENTILATION CALCULATIONS: R—OCIAIGIS TI AXITIGAINI—ATION 101 AT111 I I I E I Nl I GENERAL NOTES: Al-AREA I -EA I —C 1—IFIR111 IIIED IFON THE IS11-1FIH01-A 2 S—El I`=IE"­�'ET.A..1`ETA'­`JHA` I EST — STER)EA L.FIS.A��'�'T=.­IE AREA 1322—N AR THE NET FREE VENTILATED AREA-1.NGT HE LEST THAN 1—R—EAGE—N-HOT THE ATTK ANTA 111—OTTEIIIIE .1'All I STIE A IIEN11=FMI "''�­ "1%­1`TE`.'N`--N —I GET'FEE IFINITTATEF-E.S-11 N11 IF LESS IAN ,1E1L101NATI All 11111N 1.F NF, ANQ. QCs . IES I I A IN IATI —A. E=T.'N. ..TE.I.T. A VFFN,ALI IMENS-1 AT F.TNTIN. l_l IS S.. 1�1111,1�—A".NFTXF _1E IS Nt"A Z.E._%lHINTS 1.1 THAT A IAC E ',,T,",E 2`ANT1'S.'­'2­=`= EXIST=S NT 11." IF N IN..... I TI 11 CON-1111 1111E�E— I E THAT ITT NA—CERTAIN EXISTING ROGI—T1 NFIT 101E THAN I IEIIENT lF TII 1EQl—1EN1—Nl ANEI 8 IIIEFERFE 1111 IIEIT F3 F-11L ..IN,T%SE S.N "I"'EXIN—T R�S.IN I I-I-EAR 1-1 SHE­—ET`l`EE­`T­. N,_,N 2 —11EITI 11 11 S.IN I IENN—El� E%T;I'ET E.IERA'I'EN."T E-E VENIS FN.IN IN NA—E 11 TIE IEQIIEO VINI-11 IN—DED BI SD INEA,E VENTS I I T.T.Fl— E�1':11-1111-TISE SIT.IE aoeosOmzmasGEnvE VENT- mEAPFcarT'T N.I NN.EFINE, I I NO .A A.1 AP.2 AP.3 1A4) Apb A.7 1A8) -9 A.10 11-101 11 ISAL ALLREMOVE =IAEI-L1rG PERNETRA140NE ANN PERIETER WITH SIIAI x To, A_ bs Ds FE N�—TFONFA AGE11111—RE lITALT (A.A)-- M.' —TS IS'. EF11 PRoX`T`1'EN'S`F"E­7ECT"N AT EXIsrmG F IT N—S (A.B --K x KEYNOTES: T 211 NEI FNEF 1-11e {imINGSEEEXTERIII POO ELEVA N, 7 T o rIEII 11�Nfll IEE—111 SCREEHLE ETA 211 NEI FEAI ITATEIIIIIER 1-1RIF STSA AREPINIATER CONNECTTGEXISTINGGIS1I-E 1ICT TER111111-1 IT F ECIANICAL — �FIT AT IAT.FR— z 221 EXISTING 111—T 11INIIE—F 2 D! A.0 xPT 212 EXISTING RIDGE VENT T­111 EXI.—-A—1E.T AND EII-1 1. >< _TLETI z 126 111 IATHR IN IRI IETR 1—T All TlCUpA.,yTE.,1 A.Ey__j So,CEIL NARIS-N I-- All DIAT TO—OCuj w zzn ISI �1 I A11 111 IANET WNFIATN A M m:l, a. NX 3:m N < z C BUILDING ROOF PLAN u)w 0 SCALE IRE=l'-G' u) 0 P: Z A.10 'T, ALL EL=R ELE.-N z X 41 LU u' I\ LEGEND LU F7 F-7 G _j ..1111 111111 —1—ORAVTs.oaIN AT- ----- LINE I 111 11 IL-11 ILAN —IG IRTTEI IT.IEI LEVEL 3&RGOF T S.EET ETAL I_ 0 E�D ITITIC 1INT 1-11T N. UNIT2.2 s E-All—IENT �I�UNIY 3.1 � 41UNIT 2.2'�" UNIT 3A\ UNIT 3.2 UNIT 3.2 UNIT 3.2 UNIT 3.209 7123W20 E7� I T 0 F—l——E SEE SHEET Ae r F OWI TTRFE,III SHEET 111 REVISIONSA A.0 ------ ------ I ------ --------- UNIT<3 ------ "t, I.—H.—E SHEETA-A T A.DF-- z,4 x, LIF11 11—FE—E SIFE, �2 ] V M�*IIININT E7 AT I (A.Ey_r - RS,,S'n M I ID _.XT A I'ATllu,, "I A 1014NIII-ATEI; O BUILDING A FLOOR PLAN—LEVEL13 TEl A AF-"FATT T � IHIUR —ITHI—ES SCALE 1/8'-V-0- I.HN X, A2.02 (T) A1='EGE GENERAL NOTES: >T T,.... 11-101 111 ALL 11-1 11G II1111ILL"�1111-G I I 4EC I I_"I11A ,�I I",-,I E " EIIE——SAIILII—111- -111TI "'111 1"1111E IT111 AT 111111EIIIITIII�— T. T':JI11 1111 1 11"NE1111 IT I."EN, "IT^T I._ KEYNOTES: s. 11-1 111 E—RLII E,_T"', 0 oN"ET"" (�4)(B.5 (B.1 ,B.2 B.3 (�4, 1?15 B.2 B3IT, 207 TER1.5_�,—_GTUAER IT;, LI "T — I A —D --- ---------- 2o 6 AL— —­1.TCIE—TE—.I1.E..—E BSA — 'T T 11 T TI,_T_ .=2B % UNIT 1.2 i 1 1. ——,­­ —T IJ Q'LUNIT 1.1 z 26-1 112 E.1IT,111'I1,1,,L,,1111I-1I—11—"El co TY'TEI j E72= IL <o M 17 1.E I. "W 'p "' '"IT'"I"' ��617'T �1.1,A E-TT, 1— WW I ILII I—ET—I—NAIE 111-7 7 ----------- T Lu It 21 1111-11AI-TE1 2 2 21 IE-LI 12 UNIT 4.2 1725 - UNIT 2.1 0 1.- F-2-1 7 R, �Ls I ITA. IT" 211 1 1E T-11-1.7LIE IEE—1 o ❑2 L W IIl �E_F =I ax T-T7, T ILL Al�1, < z zo 2 00 14: IT1171 F tLc-I I I ff —-—-—-- -—— --j I all IT' 0 M z p �T UNtT 2.2 -INEI F 247 Lu USI A LEGEND: <,2 =I 1 T -1—---- -- ------ --- -- ---- O — 3 G-1——E SIFET 1114 UNIT4.1 0 —11.w 11.I.EET nI IT UNIT 4.2 RNMN.E 1L..II ILAN 111L 11101—III I—T LEVEL 1&2 '14 6 -16� F23 'IT ELE-- A;2� T.—E IIE IIEIT^I A I.T 7/2312020 E�------ J -------4- (B.E 4T'I REVISIONsA B I I I A'I, T ZAT Z-11t, IT T T— I Hlo N—A. I.— MIE ME"Ll BUIELDING B FLOOR PLAN-LEVEL 2 02 BUILDING B FLOOR PLAN-LEVEL 1 SCAL118-1� SCALE 118-1-W A 03 2. BUILDING B ATTIC VENTILATION CALCULATIONS: GENERAL NOTES: AED AR­ A—APEA. A I A EA A..,1.IN -1'111. " 'EEA­UNLEss,TE,4No FOIsTELFER'NIE ONII E�W D=" I, A—IEllAl PER 14111 MBOSOm In A I.IN E s NG apGE VENTS ss Som >s Som I IE..INIET­E�R IIPE�T"I 1101 ILI AS,A,AT os, I IN E.ITATO­TI ­ 11N ER,01�10E�SPOLTA IN EANS LSOATICENI AS or , G IN'I N—BA­ sA.. 'oTELST.",ZNllTTIllllING 111FIS 7T.—T-11--DE. ­11­ IS,so m l uorC ­LITION A.IFALALLEITS I N.N. 'ENETHATION'ANOE, I..VEIING .ETOl­NSl— nTTlc SENTILATION CALCULATIONS BASED UPDA THE BECT101 TZV 2 1 A71C ­M AND KINSTALL E ATTIV N­AEON lE­E=`SlNsRlI­l-lN ....TIRE l A 11EA AND ATATIO llll==IEI A ASSI. HE BA EAS I­­IAIIHERS ON 0­1 N IE ATToTTT -TS ...To"PRO' so..."ZID THROUGH LARE1111EMINTC"011OUloCE NTR, LIT-E-EL. INS TE 11D IROVIDE SlIPIET ­UAl" ITRIES AT—E—TING I—D N_VENTILATION IS AC. ­ACOMBRINATION01 0 11 A GE VENTS I E E"STIND'E"G ANDSOTT 1111MI u I ­11EIT IN IINEAR 1-1, D E C I I N.E.C.1,I N A I —TIIENTS IE­A0lH ­TING DUCTAIENTD_ETAT IV 1.so I ADD 111AN11 TO ACHENE 1­ 4 REL.I I..IN I�I INEAR 1-1 11 ALL ATET1 AREAS C 11­11G INTO ITT—OR ITER THAN I V-I lEAPEETEl rc D o ­ S_TlNElTEE­11 Ell­AT­SIDE lElATos AlEI KEYNOTES. ­ET ­TTLATED AREA INALL NIT HE LEIS THAI­ATOE'TIE AREA llATNleAlE EIEa =,D PER SED 1-21 EST7EPflON 1 PROWDLETHNOT LESS THAN 4lI113N­1111R ISIONT 1­1 SEE ESTEDSOI AN PIIIENT A D NOT N011 THAN I 111CINT 11 TIE RIOURNED VENILAING INES PA—DED E...ToN, O 11VENTILAT11111C I I THE UERER IIRTIN I TIE IRA E 1.SE ENTLAT.AT—IT FEET AS_EE el NL__TLE AILANLE OE THE REIJIll'IENILATTIN­oEl 11 I`E"Z'EyTLX1'2""T" EAVE­ NI 211 EOI STAI A 'IN N T A FLUE OUTLET ANI DRAINAGE OLITLET B.1 �6.2 13) B.1 III11 AT-'ENTIlTll (�D " "' N"I ALITILINTATIATIRROS ZO 1.T T6"INMIT"T I.., D, 221 FOSTING ASPHALT SHINGLE ROOF­EIRLY­ < 112 EIISING I—E IENT, .......... z 2 �11442,4E 4 A.o.11T To P-1 NEOP Lu -4,L, :1 EIIING AllEl IANII T 3. '0 OER�No 21 OR IDEN 17 ILTITTSIN­TIIG cy TL FE, 2 III NEI ALI— z 0 0 P z G 2 IZLETETSO ELFIA­ TH — - -------- N (NII I- - z — w LEGEND. ;mm 4 4(�,) ....III .STSH.—ITS'.'IN—IS ALIESEEAIOR� ----- 1-.1 AILOSA E24 D, BSJ BUILDING B FLOOR PLANS- --of ------- (B.D)­------ MEE�lSlElTl­T ETE P STINGGLUTERII TNPW LEVEL 3 AND ROOF w �NN- .............. IN.ES No 7-H-7, 09_N�rs lzC', Sy ITATO lElT MKIAN­111T 7/23,2020 —E SLE SHEET AA 7 S­LRAL IT.2 7 23' ­A—E SEE ESEET AV ol REVISIONS,�, T ­­­TlEE BEEI fok T E',T �4 �L LIE-PRITURE SEE SHEET AS 11 7— 3 1 4 TL I N�:TFS A AS ........... o ENATT 0, BUILDING B ROOF PLAN BUILDING B FLOOR PLAN-LEVEL 3 -F I-Els IN. I A2.04 SCALE 118'=1'-0' SCALE 1/8'-1'4' N-I A-SALLE AISE.ILM11 GENERAL NOTES: KEYNOTES C $DAk, 1.11 ST1_1 1ILY —IRETE 11 1111 E-1111—I IIIIIET I ILILI—ISSE1 L—ILLI—IRWILL 11111-10I ,=Ll EIITIG-1 111TI—I III I ....i SO -STII. EI.E--1-SEE 1-1.11 (c.1 (6-2) IETE.T.E.. ELE-11 IOOE .1 IE 11- 1-11— 11 SEE I—EILIE saes ON 2, Ill E-1,11 OE-1 TYI-SEE E.1I E. 1E.E.LE 01 OLT.Il _0 A ­ 1,EA1 11,1.111TICI�11 EFlllo�DIIIII—T E.E—ILITI—8-111 111 ITAT11 'LE I IE—IT AIIES I I TO II-E 11IT11 I 111111A I 111T I EISTNO _TS EE%EL. I,._ L_',I, 'T TA SI 0 A 21, '.=TIG 1118-0111— w .� LA..— ... IN —T Tt-LETITO AIIIE111I I 11.11ETE ILIB 1111 ELO1.11 TFIE III T, (C.M----rI� --- ---------------- -- (D "ELI 111- r, ^� UNIT 3.3 HEw ^Ho^HOPXEPFCX Qi ,� i III E-11NI ISLIP^H.S IAIE°HHET TSiIo. (c.c III ITI�l IA'EAI"A I AID ° T,EftMw,Tl°Hs^TX°OE Ol 121 1 i 1.STIZ2 11 IT —E—I ASE.ILT S.11-E I-'—1-LY 11 I.—I III E.ISEIN..—E 1E.T 2 121 —�Ell III 1-11T III _T��EI, Y, > 121 —1 l 'Y'S E"N"'TE I'L'.EN�`"ATI'-0 1.I E I Lu z ,Ho 00 TO 1-'0— D 0 11 FIISTING—AICE11 IA.E1 uj co BUILDING C FLOOR PLAN-LEVEL 2 SCALE 1/a-V-0- ILI Ell 11111 11TEI LU Q M o. .STl EELIE-LEIRII-S.ELIT SEE K=N o. Ill HEW11­1101FITED 1111 11BB TY1 or u) z w 0 211 —1EIL1111111TE1 I SEE 11111T z 0 0 m cc y z A 5 Lu o/ gY LEGEND 2- -—-—-— I-7t-�-Tt! tL7tT71T-�" UNIT 1.4 SE wau eEEow BUILDING 0 FLOOR PEA LEVELS 1 2&ROOF =I'N''EI 'Z I LI IS111POUT _77 (C.BF------ (C B��AA- ----------- ---- ---- 1.111TIO IECIIIII—E.T UNIT 1.3 GUAID-1 SEE SHEET Al 1 712312020 18 (I.) .-E,L-E SEE IIEET 111 IS REVISIONS® CSC I CA) 1 —1 —E SEE—ET IS I INS— coatiT —ST 10 12 I. A— a 1 .1TS11 a— U NO—11 0, BUILDING C ROOF PLAN BUILDING C FLOOR PLAN-LEVEL 1 1 1 M.ET 2 1"Ill SCALE 118'=V-0- SCALE W=V-.- I 1X ISIOST-1, A2.05 GENERAL NOTES: carvDDlr�iwRis uuo • L IB>HIA E>oBwHD o aN S. _IS o:ACEr�F"eL�vs oENcaoBFORwA.L •ale �p4 DE DowHSPODTSw SAME�ooATHwS AS OF Off''" HOEoo ERwBE. iiDE.wHHD.DNEBS u XE W PEHE,�nDH suHin*aH— f _ V _ F uiE =WCSEBErwEE�H =e EfuHG AHAHDLBOTiOHOF ROOF V i EvsT. OUOTNEM OUttEt Ai ROOFS �•e ADDBLOW QAGHENER�9 <` wALLnmcARus F ■ KEYNOTES: <'- x z —G.SEE E><.EAaR z ELEVAiwHs O off sXFFiAB.ox rn.SEEwtxpow SCwEWIE W_ z M IEE DOOR a'F SONEWLE21 1 ON SXEEi AB.Ot <o su -vAiNnoTCN soArc coioR Z t NEw PUHI FwisX RABs sAHOAw PREP FOR Q Q� FwEamE'ru+D`o�R.AtEr wie Eau' uNe J W Z III ­ASPXALTswXCLEnooFASSE,eLvrn. o0j U E.�nHD nDDE EHi. P. w m J zz vEM aNOExNAusi FAH �J J DM I. P .j ) a z:B E,wnHDDAI E K x N a N 7N OB Z (D.1 D.2 A z� D B�zAe.z: RAHD�«.D„�T.SEE Z�O Q O7O U 237 NEweu,Ds �- a I Jr z7:p o r ~J =_ ¢cli rc IDA! —� - - - (DD.X— LU .. _ OFFICE U N 30 ?A LEGEND: J Il a eO°�Mm ■■■■■ ESRD DaAFTSTOP.A,DD � I m� 27 ; ----- �HEO w ■Low YYY �'T COMMUNITY BU - �i Os=_ ErvsnHc curtE FLOOR PLAN BROOF NRCNEN' oowHBPDMSN Fr LFEru 31 F� ` __ f� sv❑ arAT¢vEM LAUNO tsose J —u F- _" _ 6 HEcwuquv>EM. enz 7/23/20 0 (D.BF _ V*_ ftEVISIONSU o ;g oE;�::To:wALL �TUD I ­TUD BE011ERY mE wuLNBuurox y� OCOMMUNITY BUILDING ROOF PLAN m COMMUNITY ROOM FLOOR PLAN mo ^ O� SCALE 111-1-T W SCALE: 1/8'=t'-0' W y[y[ ''{ 3 .W2.AssEMBEv rnE8k LEGEND: e�� G B-esc _ R¢oMAI EBER CENEln sroNG-r uV V!' V .=CUTENERCEUERT CAV&BASE 0. 4'16 , S— — RCEMEM&roNG a'V➢ W _ K f _ V _ VER—DANll S-F 9b- i1CK BOARDAMD BAnENS:N' ~ ITRM S e B,EE�G�ARDBAE& u STTI'S EEE STRNGERG MSM F CBUILDING A SOUTH COLOR ELEVATION e SCALE: IW=IW W= le �e Z o ® 0, Q� �1-1 lly Wm V B Z Lu a wa&� �=N a N m- � ® - Byrn Z lei -1-j,-l— 7H z � LL — — z G 2 c R K C BUILDING A NORTH COLOR ELEVATION 3 _°z 3 SCALE. 1/8'=7'-0' ~ Q� � W TI TI J —000" _. J j LL2� — —�� u COLOR ELEVATIONS —�. —W- REVISIONS a'iirmsv og q8 ON All C BUILDING A WEST COLOR ELEVATION BUILDING A EAST COLOR ELEVATIONSCALE 118—1W SCAL. 1/8-1-W A 0,01 3C /'1 , LEGEND: MDEN1a—S .�WDa.,LF�Ea�EE1ERT3pN�.�ua _ Q ZL—ONT ALFBEaCEM ER aooF Fnscw W wOCo cowwx3,FeEa CEwEM C,n6a,BE � sVouis F aT1 iSD V.' W e F r / ,.... o � STEEL cuaxoftus cu Tnn, Z e /' ftOR¢Oxtu nNO VERT f E i P Y ■STM STEEL STRMsEft56 V0ST5 77 J_ _. F0 J e K f n w.AL V'a Z Op Q� F BUILDING B WEST COLOR ELEVATION BUILDING B SOUTH COLOR ELEVATION a D o C SCALE: W=14' C SCALE: 1l8'-1'4' 'o Q J V �J J W Q c� d �=N ZQ � NSD O ZOO l'- 0 0 U pl, O Z O� =fir f i �� 12 COLOR ELEVATIONS Ta ox Y ]/2312020 REVISIONS�R o ,rea•wn,ro1 w+�rzozo C BUILDING B EAST COLOR ELEVATION BUILDING B NORTH COLOR ELEVATION SCALE M—1W 1W 2 SCALE 1l8'=1'-0' sn A10.02 LEGEND: �-%�ppVA — g-g�� j xrt Exmv000Rs .�i1 ,.�1� ,. >.z"� .PiwR¢ournL FeER CErnExr snmc auP �V_.,ytu15� owowusvours RSEP CE4EurcARa easE d Y CE IBEP 4EN151Ge1G-a'uR W C H u W e, BOMD I'D cAL 84 I e STEEL GuaRDRNs Y e K=� C BUILDING C WEST COLOR ELEVATION BUILDING C SOUTH COLOR ELEVATION SCALE: 1/8•=1'-0' SCALE: 1/8'=1'-0' ■s NR STEEL 51PaiGEPs s vosrs C. Z' O f W`^ ^ u:n F� J J O W m U C BUILDING C NORTH COLOR ELEVATION BUILDING C EAST COLOR ELEVATION _" a 91. scALe. Ire'=r-o- SCALEve•=r-0- n Q �Nrn z Z�0G O�� O Q IL ujr ° y� � g�2 C COMMUNITY ROOM NORTH COLOR ELEVATION 0, COMMUNITY ROOM WEST COLOR ELEVATION SCALE: 1/8•=1'-0' SCALE. 1/8•=1'-0' COLOR ELEVATIONS Cr up. ]1231'10[0 kREVISIONS.& � 1 rea.w.a1 wllrsax a.o C COMMUNITY ROOM SOUTH COLOR ELEVATION COMMUNITY ROOM EAST COLOR ELEVATION 7 SCALE: 1/8'=1'-0' 8 SCALE: 1/8'=1'-0' VA10.03 APPLICANT 14AT ; RIALS City of Tigard Case#: MMD2020-00035 p COMMUNITY DEVELOPMENT DEPARTMENT • . Master Land Use Application LAND USE APPLICATION TYPE ❑ Accessory Dwelling Unit(ADL) ® Modification: ® Type I O Type Il O Adjustment ❑ Planned Development: ❑ Annexation O Consolidated Plan O Comprehensive Plan Map Amendment O Concept Plan ❑ Conditional Use O Detailed Plan ❑ Downtown Development Review: ❑ Sensitive Lands Review: O Type I O Type II O Type 1 0 Type II O Type III O Adjustment ❑ Site Development Review: 0 Type I O Type II ❑ Home Occupation—Type II ❑ Subdivision ❑ Land Partition O Temporary Use Permit ❑ Lot Line Adjustment/Lot Consolidation O Urban Forestry Plan: ❑ Marijuana Facility Permit O Modification O Discretionary Review ❑ Miscellaneous: O Zoning Map Amendment O Type 11 O Type III PROJECT INFORMATION Project name: Village at Washington Square Brief description of project: _ Rehabilitation of exterior building envelope including replacement of siding, windows and doors, repair of exterior decks, replacement of exterior stairs, improvements to attic ventilation, air sealing and insulation. An office space will be created within an existing community room. Site work includes relocation of exterior mailboxes along an accessible route, partial overlay, seal coat and striping of parking lot, minor regrading in one area to improve drainage away from a building, and replacement of one stair landing and unit entry walkway to meet accessibility requirements. SITE INFORMATION Location (address if available): 11157, 11159, 11161 and 11163 SW Hall Boulevard, Tigard OR 97223 Tax map and tax lot number(s): 1 S135DA-4600 Site size: 36772 SF Zone: MUR-1 APPLICANT INFORMATION Name: Community Partners for Affordable Housing Mailing address: PO Box 23206 City/State: Tigard, OR Zip: 97281 Phone: 503-293-4038 Email: clittle@cpahoregon.org Applicant's representative: Earl Carson, Carleton Hart Architecture Phone: 504-347-8261 Email: earl.carson@carletonhart.com City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 www.tigard-or.gov 503-718-2421 • Page 1 of 2 PROPERTY OWNER INFORMATION ® Same as applicant (Attach list for additional owners) Name: Mailing address: City/State: Zip: Phone: Email: SUBMITTAL REQUIREMENTS In addition to this application form,you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with your application, please contact the planner on duty at 503-718-2421 or tigardtl)lanneronduty,(&tigard-or.L'ov. I certify that I am the property owner or I am eligible to initiate this application, as provided in the Tigard Community Development Code. To the best of my knowledge, all the information provided within this application nacka�e is comrlI to and accurate. �!( I t t t ' t t�-f Rachael Duke 08/10/2020 Applicant's signature* Print name Date Rachael Duke 8/10/2020 Property owner's signature* Print name Date Property owner's signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. STAFF USE ONLY Case No.:MMD2020-00035 Application fee: $344 Received by: AL Date: 9/15/20 Related Case(s): Determined complete by: Date: City of Tigard - 13125 SW Hall Blvd. - Tigard, Oregon 97223 - www.tigard-or.gov - 503-718-2421 - Puge 2 of 2 25 NW 23rd Place Suite 1 /Commercial Dept WFG National Title Insurance Company Portland, OR 97210 C a Williston Financial Group company Phone(503)219-9088 Fax(503)477-6476 WFG National Title Insurance Company Trevor Cheyne 25 NW 23rd Place Suite 1 /Commercial Dept Portland, OR 97210 Date Prepared: March 19, 2018 PRELIMINARY TITLE REPORT Order Number: 18-158316 Escrow Officer: Trevor Cheyne Phone: (503)444-7047 Fax: (503) 296-5869 Email: tcheyne@wfgnationaltitle.com Seller(s): Village at Washington Square Limited Partnership Buyer(s): Community Partners of Affordable Housing Property: 11157 SW Hall Boulevard, Tigard, OR 97223 WFG National Title Insurance Company, is prepared to issue a title insurance policy, as of the effective date and in the form and amount shown on Schedule A, subject to the conditions, stipulations and exclusions from coverage appearing in the policy form and subject to the exceptions shown on Schedule B. This Report (and any Amendments) is preliminary to and issued solely for the purpose of facilitating the issuance of a policy of title insurance at the time the real estate transaction in question is closed and no liability is assumed in the Report. The Report shall become null and void unless a policy is issued and the full premium paid. This report is for the exclusive use of the person to whom it is addressed. Title insurance is conditioned on recordation of satisfactory instruments that establish the interests of the parties to be insured; until such recordation, the Company may cancel or revise this report for any reason. Page 1 of 14 Order No.18-158316 Preliminary Title Report SCHEDULE A 1. The effective date of this preliminary title report is 8:00 A.M. on 9th day of March, 2018 2. The policies and endorsements to be insured and the related charges are: Policv/Endorsement Description Liability Charge ALTA 2006 Owners Policy TBD Basic Owner's Rate $0.00 Proposed Insured: TBD Policv/Endorsement Description Liability Charge ALTA 2006 Ext. Loan Policy TBD Basic Loan Rate $0.00 OTIRO 209.10 and 222 Commercial $100.00 Proposed Insured: TBD Local Government Lien Search $25.00 Agent portion of above Premium is: $0.00 Underwriter portion of above Premiums is: $100.00 This is a preliminary billing only, a consolidated statement of charges, credits and advances, if any, in connection with this order will be provided at closing. 3. Title to the land described herein is vested in: Village at Washington Square Limited Partnership, an Oregon limited partnership 4. The estate or interest in land is: Fee Simple 5. The land referred to in this report is descried as follows: SEE ATTACHED EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF Page 2 of 14 Order No. 18-158316 EXHIBIT "A" LEGAL DESCRIPTION PARCELI: Parcel 1, PARTITION PLAT NO.1998-038, recorded April 7, 1998, Recording No. 98035105, in the City of Tigard, County of Washington and State of Oregon. PARCEL II: Parcel 2, PARTITION PLAT NO. 1998-038, recorded April 7, 1998, Recording No. 98035105, in the City of Tigard, County of Washington and State of Oregon; TOGETHER WITH an easement for ingress and egress over Parcel 1 as delineated on the partition plat. Page 3 of 14 Order No.18-158316 SCHEDULE B GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Any encroachment (of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land), encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, imposed by law and not shown by the public records. SPECIAL EXCEPTIONS 6. Declaration of Restrictive Covenant, including the terms and provisions thereof: Regarding Protected Trees Declarant Village at Washington Square Limited Partnership, an Oregon limited partnership For benefit of the City of Tigard, Oregon, an Oregon municipal corporation Recorded July 25, 2001 Recording No(s). 2001073475 7. Access Easement, including the terms and provisions thereof, in Declaration, subject to maintenance responsibilities upon "First Use": For Access Granted to Bonnie R.Alander and Norman E. Alander, as estate by the entirety Recorded July 25, 2001 Recording No(s) 2001073476 Affects a 30 foot by 30 foot strip area in the Southeast corner of Parcel 2 NOTE: The above was a condition of developing this site, wherein the City of Tigard required granting certain access rights across our premises for any access to Hall Boulevard for later development for residential purposes of abutting parcel. 8. Agreement, including the terms and provisions thereof: Regarding Purchase of Meter and Payment of System Development Charge Dated October 2, 2001 Between Tualatin Valley Water District, a domestic water supply district formed under ORS Chapter 264 And Village at Washington Square Limited Partnership Recorded October 5, 2001 Recording No(s). 2001101988 Page 4 of 14 Order No. 18-158316 9. Taxes, including the current fiscal year, not assessed due to Low Income Housing. If the exempt status is terminated, an additional tax may be levied. Property ID No. R2077395 Levy Code 023.81 Map Tax Lot No. 1 S135DA-04600 10. City liens, if any, of the City of Tigard. A lien search will be made prior to closing. 11. Declaration of Land Use Restrictive Covenants, including the terms and provisions thereof: Regarding Community Development Block Grant"CDBG" Program funds by Washington County, a political subdivision of the State of Oregon Executed by Community Partners for Affordable Housing, and its successors and assigns Recorded November 30, 2000 Recording No(s). 2000096062 12. Trust Deed, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor Village at Washington Square Limited Partnership, an Oregon Limited Partnership Trustee Ticor Title Insurance Company Beneficiary Community Partners for Affordable Housing, Inc., an Oregon public benefit corporation Dated November 29, 2000 Recorded November 30, 2000 Recording No(s) 2000096063 Amount $39,675.00 The beneficial interest thereunder was assigned: To Washington County, a political subdivision of the State of Oregon Recorded November 30, 2000 Recording No(s) 2000096064 Subordination of Certain Interest, including the terms and provisions thereof: Recorded August 20, 2001 Recording No. 2001084296 The above Trust Deed was subordinated to the lien of the Trust Deed recorded August 20, 2001, Recording No. 2001084291. 13. Project Use Agreement, including the terms and provisions thereof: Dated November 29, 2000 Between Community Partners for Affordable Housing (Recipient) And Village at Washington Square Limited Partnership And Oregon Housing and Community Services Recorded November 30, 2000 Recording No(s). 2000096065 The above Project Use Agreement was amended by instrument: Recorded August 20, 2001 Recording No. 2001084295 Page 5 of 14 Order No. 18-158316 14. Line of Credit Deed of Trust, Security Agreement, Assignment of Leases and Rents, and Fixture Filing, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor Village at Washington square Limited Partnership, an Oregon limited partnership Trustee Ticor Title Insurance Company Beneficiary U.S. Bank National Association, an national banking association Dated August 13, 2001 Recorded August 20, 2001 Recording No(s) 2001084291 Amount $1,692,000.00 15. Trust Deed, including the terms and provisions thereof to secure the amount noted below and other amounts secured thereunder, if any: Grantor Village at Washington Square Limited Partnership, an Oregon limited partnership Trustee Ticor Title Insurance Company Beneficiary Washington County, a municipal corporation of the State of Oregon currently acting by and through the Department of Housing Services Dated August 16, 2001 Recorded August 20, 2001 Recording No(s) 2001084292 Amount $448,025.00 Home Subordination Agreement, including the terms and provisions thereof.- Recorded hereof:Recorded August 20, 2001 Recording No. 2001084294 The below Declaration of Land Use Restrictive Covenant recorded August 20, 2001, Recording No. 2001084293 and the above Deed of Trust was subordinated to the Trust Deed recorded August 20, 2001, Recording No. 2001084291. 16. Declaration of Land Use Restrictive Covenants, including the terms and provisions thereof: Regarding Washington County HOME Investment Partnerships Program Funds Dated August 16, 2001 Executed by Village at Washington Square Limited Partnership, an Oregon limited partnership Recorded August 20, 2001 Recording No(s). 2001084293 17. Option to Purchase and Right of First Refusal Agreement, including the terms and provisions thereof: Dated August 16, 2001 Optionee Community Partners for Affordable Housing, an Oregon nonprofit corporation Optionors Village at Washington Square Limited Partnership, an Oregon limited Partnership and Key Community Development Corporation, an Ohio corporation Recorded August 20, 2001 Recording No(s). 2001084297 18. Declaration of Land Use Restrictive Covenants, including the terms and provisions thereof: Regarding Oregon Affordable Housing Tax Credit Program (OAHTC) Between Village at Washington Square Limited Partnership And Oregon Housing and Community Services Department, a governmental agency of the State of Oregon Recorded December 20, 2002 Recording No(s). 2002-156197 Page 6 of 14 Order No. 18-158316 19. Declaration of Land Use Restrictive Covenants, including the terms and provisions thereof: Regarding OHCS 9% Low-Income Housing Tax Credit (2001) Dated December 20, 2002 Executed by Village at Washington Square Limited Partnership Recorded December 20, 2002 Recording No(s). 2002-156198 20. This Commitment is subject to approval by personnel of WFG National Title Insurance Company and any additional limitations, requirements or exceptions made by WFG National Title Insurance Company. 21. The proposed transaction should be made pursuant to the terms of the Limited Partnership Agreement of the vestee herein. We require, for title insurance purposes, that a copy of the Limited Partnership Agreement, and amendments thereto, of be submitted to us and such other exceptions as may appear necessary upon our examination. 22. For title insurance purposes in connection with transactions involving real property interests held by non-profit organizations, we will require copies of the following: (a) By laws or, if none, constitution. (b) Resolution authorizing the transaction. (c) Minutes of the meeting at which said resolution was passed. (Affects Community Partners for Affordable Housing) 23. Any unrecorded leases or rights of tenants in possession. END OF EXCEPTIONS NOTE: We find NO judgments or Federal Tax Liens against the name(s) of Community Partners for Affordable Housing, an Oregon nonprofit public benefit corporation. NOTE: In no event shall WFG National Title Insurance Company have any liability for the tax assessor's imposition of any additional assessments for omitted taxes unless such taxes have been added to the tax roll and constitute liens on the property as of the date of closing. Otherwise, such omitted taxes shall be the sole,joint and several responsibility of seller(s) and buyer(s), as they may determine between themselves. NOTE: No search has been made for Financing Statements filed in the office of the Secretary of State. Exception may be taken to such matters as may be shown thereby. No liability is assumed if a Financing Statement is filed in the office of the County Recorder covering timber, crops, fixtures or contracts on the premises wherein the lands are described other than by metes and bounds or under the rectangular survey system or by recorded lot and block. NOTE: The Oregon Corporation Commission disclosed that Village at Washinaton Sauare Limited Partnership , is an active Oregon limited partnership: Filed October 5, 2000 General Partner Community Partners for Affordable Housing Registered Agent Community Partners for Affordable Housing NOTE: The Oregon Corporation Commission disclosed that Communitv Partners for Affordable Housing_ , is an active Oregon non-profit public benefit corporation: Filed September 25, 1993 President Judith Werner Secretary Marianne Potts Registered Agent Rachael Duke NOTE: The following is incorporated herein for information purposes only and is not part of the exception from coverage(Schedule B-II of the prelim and Schedule B of the policy):The following instrument(s), affecting said Page 7 of 14 Order No. 18-158316 property, is (are) the last instrument(s) conveying subject property filed for record within 24 months of the effective date of this preliminary title report: None of Record NOTE: The following applicable recording fees will be charged by the county: Multnomah County-First Page $42.00 Washington County-First Page $41.00 Clackamas County-First Page $53.00 Each Additional Page $ 5.00 Non-standard Document Fee $20.00 E-recording Fee $ 5.00 Washington County Ordinance No. 193, recorded May 13, 1977 in Washington County, Oregon imposes a tax of$1.00 per$1,000.00 or fraction thereof on the transfer of real property located within Washington County. NOTE: IMPORTANT INFORMATION REGARDING PROPERTY TAX PAYMENTS Fiscal Year: July 1St through June 301h Taxes become a lien on real property, but are not yet payable. July 1st Taxes become certified and payable (approximately on this date) October 15th First one third payment of taxes are due November 151h Second one third payment of taxes are due February 15th Final payment of taxes are due May 15th Discounts: If two thirds are paid by November 15th, a 2% discount will apply. If the full amount of the taxes are paid by November 151h, a 3% discount will apply. Interest: Interest accrues as of the 151h of each month based on any amount that is unpaid by the due date. No interest is charged if the minimum amount is paid according to the above mentioned payment schedule. NOTE: THE FOLLOWING NOTICE IS REQUIRED BY STATE LAW: YOU WILL BE REVIEWING, APPROVING AND SIGNING IMPORTANT DOCUMENTS AT CLOSING. LEGAL CONSEQUENCES FOLLOW FROM THE SELECTION AND USE OF THESE DOCUMENTS. YOU MAY CONSULT AN ATTORNEY ABOUT THESE DOCUMENTS. YOU SHOULD CONSULT AN ATTORNEY IF YOU HAVE QUESTIONS OR CONCERNS ABOUT THE TRANSACTION OR ABOUT THESE DOCUMENTS. IF YOU WISH TO REVIEW TRANSACTION DOCUMENTS THAT YOU HAVE NOT SEEN, CONTACT THE ESCROW AGENT. End of Report Your Escrow Officer Trevor Cheyne WFG National Title Insurance Company 25 NW 23rd Place Suite 1 /Commercial Dept Portland, OR 97210 Phone: (503)444-7047 Fax: (503) 296-5869 Email: tcheyne@wfgnationaltitle.com Page 8of14 Order No.18-158316 Your Title Officer Melisa Thompson WFG National Title Insurance Company 12909 SW 68th Pkwy., Suite 350 Portland, OR 97223 Phone: (503)431-8592 Fax: (503)684-2978 Email: mthompson@wfgnationaltitle.com Page 9 of 14 Order No.18-158316 WFG National Title Insurance Company a Williston Financial Group company WFG National Title Insurance Company is prepared to issue, as of the date specified in the attached Preliminary Title Report (the Report), a policy or policies of title insurance as listed in the Report and describing the land and the estate or interest set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as a General or Specific Exception or not excluded from coverage pursuant to the printed Exclusions and Conditions of the policy form(s). The printed General Exceptions and Exclusions from the coverage of the policy or policies are listed in Exhibit One to the Report. In addition, the forms of the policy or policies to be issued may contain certain contract clauses, including an arbitration clause, which could affect the party's rights. Copies of the policy forms should be read. They are available from the office which issued the Report. The Report (and any amendments) is preliminary to and issued solely for the purpose of facilitating the issuance of a policy of title insurance at the time the real estate transaction in question is closed and no liability is assumed in the Report. The policy(s) of title insurance to be issued will be policy(s)of WFG National Title Insurance Company. Please read the Specific Exceptions shown in the Report and the General Exceptions and Exclusions listed in Exhibit One carefully. The list of Specific and General Exceptions and Exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy to be issued and should be read and carefully considered. It is important to note that the Report is not an abstract of title, a written representation as to the complete condition of the title of the property in question, and may not list all liens, defects and encumbrances affecting title to the land. The Report is for the exclusive use of the parties to this transaction, and the Company does not have any liability to any third parties or any liability under the terms of the policy(s) to be issued until the full premium is paid. Until all necessary documents are recorded in the public record, the Company reserves the right to amend the Report. Countersigned Page 10 of 14 Order No. 18-158316 Exhibit One 2006 American Land Title Association Loan Policy 6-17-06 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. (a)Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i)the occupancy,use,or enjoyment of the Land; (ii)the character,dimensions,or location of any improvement erected on the Land, (iii)the subdivision of land;or (iv)environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b)Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a)created,suffered,assumed,or agreed to by the Insured Claimant; (b)not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c)resulting in no loss or damage to the Insured Claimant; (d)attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11,13,or 14);or (e)resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws,that the transaction creating the lien of the Insured Mortgage,is (a)a fraudulent conveyance or fraudulent transfer,or (b)a preferential transfer for any reason not stated in Covered Risk 13(b)of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). THE ABOVE POLICY FORM MAY BE ISSUED TO AFFORD EITHER Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: SCHEDULE B-GENERAL EXCEPTIONS FROM COVERAGE 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records 2. Facts,rights,interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements,or claims of easement,not shown by the public records;reservations or exceptions in patents or in Acts authorizing the issuance thereof;water rights, claims or title to water. 4. Any encroachment(of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land),encumbrance,violation,variation,or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. 5. Any lien,or right to a lien,for services,labor,material,equipment rental or workers compensation heretofore or hereafter furnished,imposed by law and not shown by the public records. 2006 AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY 6-17-06 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land, (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws,ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3 Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10;or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. SCHEDULE B-GENERAL EXCEPTIONS FROM COVERAGE 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2, Facts,rights,interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or by making inquiry of persons in possession thereof. 3. Easements,or claims of easement,not shown by the public records;reservations or exceptions in patents or in Acts authorizing the issuance thereof;water rights, claims or title to water. 4. Any encroachment(of existing improvements located on the subject land onto adjoining land or of existing improvements located on adjoining land onto the subject land),encumbrance,violation,variation,or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the subject land. Any lien,or right to a lien,for services,labor,material,equipment rental or workers compensation heretofore or hereafter furnished,imposed by law and not shown by the public records. Page 11 of 14 Order No. 18-158316 CWF(G National Title Insurance Company a Williston Financial Group company ABOUT YOUR PRIVACY At WFG, we believe it is important to protect the privacy and confidences of our customers. This notice is intended to explain how we collect, use, and protect any information that we may collect. It will explain the choices you may make about the use of that information. What Information Do We Collect About You? We collect certain types of information about you. This may consist of: • Your name, address, and telephone number. • Your email address. • Your social security or government ID numbers. • Your financial information. We collect this information from: • The application or other forms you fill out with us. • The correspondence you and others direct to us. • Our transactions with you. • Others involved in your transaction, including the real estate agent or lender. In some cases, we collect information from third parties. For instance, we may receive real estate information from local assessor's offices. How Do We Use This Information? We use the information we collect to respond to your requests. WE DO NOT SHARE your information with other companies. How Can You "Opt Out?" We do not share your information so there is no need to opt out. The information We Collect About You On Our Website When you enter our website, we automatically collect and store certain information. This consists of: • Your IP Address • (Internet Protocol Address) and domain name. • The type of browser and operating system you use. • The time of your visit. • The pages of our site you visit. If you register with us or fill out an on online survey, we will collect additional personal information, such as your name, telephone number, email address and mailing address. Cookie Usage In order to provide you with customized service, we make use of"cookies." Cookies are essentially files that help us identify your computer and respond to it. You may disable cookies on your own computer, but you may not be able to download online documents unless cookies are enabled. Page 12 of 14 Order No. 18-158316 How We Use Information The information we collect concerning: • Your browser • The time and date of your visit • The web pages or services you accessed is used for administrative and technical purposes. For instance, we may use it to count the number of visitors to our site and determine the most popular pages. We may also use it to review types of technology you are using, determine which link brought you here, assess how our advertisements on other sites are working, and to help with maintenance. We use information contained in your emails only for the purpose of responding to those emails. If we ask you to fill out any forms or surveys, we will use the information we receive only for the specific purposes indicated in those forms or surveys. Your Right to See and Correct Information If you wish to see the information collected about you, please contact your settlement agent. Children's Policy We do not knowingly collect information from children under the age of 18. We delete any information that we discover has been provided by children. Security --Generally We make every effort to protect the integrity of your information. Any personal information you enter into online forms or surveys will be encrypted to ensure it remains private. We limit the right of access to your information to employees that need to use the information to respond to or process your request or transaction. We also take industry standard (IPSEC) measures to protect our sites from malicious intrusions or hacking. --Phishing and Pretexting As you know, consumers are increasingly targeted by unscrupulous persons attempting to acquire sensitive personal or financial information, by impersonating legitimate businesses. We will never send you an unsolicited email or other communication requesting your private information. If you receive a communication directing you to enter your personal information, please disregard the instruction and contact us immediately at Comgl iancee,wfanationaltitle.com. Oregon Residents We may not disclose personal or privileged information about you unless we provide you with a disclosure authorization form that is executed by you or your representative and otherwise complies with certain statutory requirements. Any such authorization is not valid for more than 24 months and may be revoked by you at any time, subject to the rights of anyone who relied on the authorization prior to your notice of revocation. In addition, if your personal or privileged information was collected or received by us in connection with a title insurance transaction, we cannot disclose such information if the disclosure authorization form that you executed is more than one year old or if the requested disclosure is for a purpose other than a purpose expressly permitted by statute. You have the right at any time to request in writing access to recorded personal information about you that is reasonably described by you and reasonably available to us. Within 30 days of the date of our receipt of any such written request from you, we will inform you of the nature and substance of any such information, permit you to see and copy that information or obtain a copy by mail, disclose the identity, if recorded, of the persons to whom we have disclosed such information during the previous two years, and provide you with a summary of the procedures by which you may request that such information be corrected, amended or deleted. Page 13 of 14 Order No. 18-158316 Do Not Track Because there is not an industry-standard process or defined criteria to permit a user to opt out of tracking their internet access (Do Not Track or DNT), we do not currently respond to the various DNT signals. How to Contact Us If you have any questions about our privacy policy, please contact WFG: • By email: Compliance@wfgnationaltitle.com • By telephone: 800-385-1590 • By fax: 503-974-9596 • By mail: 12909 SW 681' Pkwy, Suite 350, Portland, OR 97223 • In person: 12909 SW 68"' Pkwy, Suite 350, Portland, OR 97223 WFG FAMILY WILLISTON FINANCIAL GROUP LLC WFG NATIONAL TITLE INSURANCE COMPANY WFG LENDER SERVICES, LLC WFGLS TITLE AGENCY OF UTAH, LLC WFG NATIONAL TITLE COMPANY OF WASHINGTON, LLC WFG NATIONAL TITLE COMPANY OF CALIFORNIA WFG NATIONAL TITLE COMPANY OF TEXAS, LLC D/B/A WFG NATIONAL TITLE COMPANY UNIVERSAL TITLE PARTNERS, LLC VALUTRUST SOLUTIONS, LLC WILLISTON ENTERPRISE SOLUTIONS &TECHNOLOGY, LLC WFG NATIONAL TITLE COMPANY OF CLARK COUNTY, WA, LLC D/B/A WFG NATIONAL TITLE Williston Financial Group Page 14 of 14 Order No. 18-158316 MINOR MODIFICATION REQUEST project: Village at Washington Square Rehabilitation CHA project no. 19036 to: Lina Smith,Assistant Planner date: 09.15.2020 City of Tigard Community Development 13125 SW Hall Boulevard Tigard, OR 97223 from: Melissa Soots cc: Community Partners for Affordable Housing Community Partners for Affordable Housing (CPAH), the owner of Village at Washington Square, originally constructed in 2002, is preparing to rehabilitate the structures and site to continue to provide quality affordable family housing. The site consists of 4 buildings, 1-3 stories in height, and 26 apartments ranging from a studio to 4-bedroom townhomes. Information regarding the unit mix, unit size and building sizes is included in the attached drawing sheets. The rehabilitation project will include replacement of siding, weather resistive barrier, gypsum sheathing, windows, doors, exterior lights and exterior stairs. Exterior decks will be repaired and attic insulation, air sealing and ventilation will be improved. The community building's multipurpose room has been functioning as an on-site property management office and this project will partition the room to create a separate office and a smaller multipurpose room space. Minor site repairs and improvements are also included in the project. The existing parking lot will have an asphalt overlay on the north portion, and sealcoat and re-striping throughout. New striping will match existing, with minor adjustments to make the accessible stalls compliant, and the size of the parking lot will not be altered. As an accessibility improvement to the site, the existing mailboxes located near the front property line and facing a parking stall will be replaced with new pedestal-style cluster box units along the main walkway from the parking lot with a larger pad to provide maneuvering space. The entry walkway to unit 126 in Building B will be replaced to eliminate an existing step up and other walkways will be replaced to meet accessible slope, cross-slope and landing requirements. Additionally, an area to the south of Building B where grade currently slopes toward the building will be adjusted to provide drainage away from the building. Due to the sitework listed above, the Planning Department has requested that we provide a Minor Modification Request that addresses the following Development Code sections: • Table 18.230.1 • 18.230.040.6 Landscaping and screening • 18.230.040.E Pedestrian access • 18.230.040.F Vehicle and bicycle parking • 18.230.040.H Lighting CARLETON HART ARCHITECTURE PC 830 SW 10th AVE #200, Portland. OR 97205 1 503.243.2252 1 www.carletonhart.com I ORBAE ARF-0156 TABLE 18.230.1 The property is in zone MUR-1. No area is being added to structures or the parking area on site. No units are being added or removed as part of this project. Standard MUIR l Ubtiag C ld�l A" Minimum Lot Size 0 sq ft 36772 SF No Minimum Setback-Front 0 ft 70.5 ft No Minimum Setback-Street 5 ft 70.5 ft No side Minimum Setback-Side 0 ort] ft 10 ft No Minimum Setback-Rear 0 or[2�ft 20 ft No Maximum Setback-Front 20 ft 72 ft No Maximum Setback-Street No side 20 ft 72 ft Minimum Height 2 stories 1-3 stories No Maximum Height 75 ft Approx. 34 ft No Maximum Lot Coverage 80% 71% Net increase of 26 square feet, less than I%of lot area Minimum Landscape Area Area in compliance with 70 square feet of new 20% current landscaping and landscape area will be to screening standards not current L-2 standard determined Minimum Density 50 units per 31 No acre Maximum Density None 31 No CARLETON HART ARCHITECTURE PC - PAGE 2 OF 7 18.230.040.6 LANDSCAPING AND SCREENING B. Landscaping and screening. All required landscaping, including landscaping used to meet screening or tree canopy standards, is subject to the general provisions of Chapter 18.420, Landscaping and Screening. 1. The minimum landscape area standard is provided in Table 18.230.1. Landscaping standards are provided in Section 18.420.040. Any landscape area that meets the L-2 standard and any required common open space area may count toward meeting the minimum landscape area standard. The existing lot coverage is below the required maximum. It has not been determined how much of the 29% of lot area not covered by buildings, patios,walkways, and parking lot meets the current landscaping and screening standards. However, landscape areas that will be altered or added as a result of this work will be landscaped to the current L-2 standard. See sheet A1.01 for reference. 2. Screening standards are provided in Section 18.420.050. Screening is required as follows: a. Service areas and wall-and roof-mounted utilities must be screened to the S-1 standard. Service areas and utilities are also subject to the standards in Subsection 18.230.040.G. b. Apartments that abut an R-1 through R-12 zone must be screened to the S-3 standard along all property lines, except street property lines. c. Surface vehicle parking areas, loading areas, and drive aisles within 20 feet of a street property line must be screened to the S-4 standard. Screening must be provided directly adjacent to the street property line, except where access is taken. No changes to screening on site are proposed as part of this project. 3. The minimum tree canopy standards for the site and any off-street vehicle parking areas are provided in Section 18.420.060. No trees are proposed to be removed as part of this project. One tree located at the south side of Building B will be protected during construction but may require pruning to provide access to the exterior wall of the building during construction. CARLETON HART ARCHITECTURE PC - PAGE 3 OF 7 18.230.040.E PEDESTRIAN ACCESS E. Pedestrian access. 1. Paths must provide pedestrian access from public sidewalks abutting the site to all required building entrances on the site. Paths are currently provided and will remain in their current location. 2. Paths must provide pedestrian access between all common open space areas, vehicle and bicycle parking areas, building entrances, and service areas designed for use by residents. Paths within parking areas or along drive aisles are subject to additional standards in Subsection 18.410.040.8. Paths are currently provided and will remain in their current location. 3. Paths must extend to the perimeter property line to provide pedestrian access to existing or planned pedestrian facilities on adjacent properties, such as trails or public access easements. Paths are currently provided and will remain in their current location. 4. Paths must be constructed with a hard surface material and have a minimum unobstructed width of 5 feet. Existing paths are less than 5 feet wide in some locations. Replacement of select walkway panels is occurring to meet slope, cross-slope and landing requirements for accessible paths, but the widths of walkways is not being modified in most cases. Adequate passing space is provided along paths that are less than 5 feet wide. All paths connecting common open space areas, parking areas, building entrances and services designed for use by residents are hard surface. CARLETON HART ARCHITECTURE PC - PAGE 4 OF 7 18.230.040.F VEHICLE AND BICYCLE PARKING Vehicle and bicycle parking. 1. The applicable provisions and standards of Sections 18.410.010 through 18.410.060 apply to apartment developments. Work in the parking lot only includes asphalt repair, maintenance and restriping. The configuration, size and number of existing parking spaces is not being altered and so the parking area is not being brought further out of conformance with Development Code standards. The current accessible parking stalls do not appear to meet minimum width requirements and so the new striping will adjust parking stall widths in that area of the lot to provide accessible stalls of the minimum dimensions required by the Oregon Transportation Commission standards. 2. The standards in Sections 18.410.070 through 18.410.090 do not apply to apartment developments. The entire site is for multifamily apartment use and so these sections do not apply. 3. The minimum and maximum number of off-street vehicle and bicycle parking spaces are provided in Table 18.230.2. Any fractional space requirement is rounded up to the next whole number. Table 18.230.2 • and Bicycle Parking Quantity Apartment Vehicle Minimum Vehicle Maximum Bicycle Minimum Size (Zones A and B) 500 sq ft or 1 space per dwelling unit less 1 bedroom 1 space per dwelling unit None 1 space per 2 dwelling 2 bedroom 1.25 spaces per dwelling units unit 3 bedroom 1.5 spaces per dwelling unit Work in the parking lot only includes asphalt repair, maintenance and restriping. The configuration, size and number of existing parking spaces is not being altered and so the parking area is not being brought further out of conformance with Development Code standards. 4. Apartment developments with 10 or more required vehicle parking spaces must also provide additional vehicle parking for guests. The minimum amount of additional parking spaces is 15 percent of the minimum vehicle parking requirement as provided in Table 18.230.2. Guest vehicle parking must be clearly identified with pavement markings or signs. Work in the parking lot only includes asphalt repair, maintenance and restriping. The configuration, size and number of existing parking spaces is not being altered and so the parking area is not being brought further out of conformance with Development Code standards. 5. Apartment developments with 20 or more dwelling units must also provide additional bicycle parking spaces for guests. The minimum amount of additional parking spaces is 15 percent of the minimum bicycle parking requirement as provided in Table 18.230.2. Guest bicycle parking must be located within 20 feet of the CARLETON HART ARCHITECTURE PC - PAGE 5 OF 7 street property line and be visible to pedestrians from the public sidewalk in front of the site. Bicycle parking may be located in the public right-of-way with approval of the City Engineer. No removal, permanent alteration or addition of bicycle parking spaces is proposed. 6. Apartment developments with 20 or more dwelling units must provide all required non-guest bicycle parking spaces inside a structure or under a roof. Required bicycle parking is exempt from the location standard of Subsection 18.410.050.A but may not be located inside individual dwelling units. No removal, permanent alteration or addition of bicycle parking spaces is proposed. 7. Surface parking, detached garages, and attached or detached carports may not be located closer to a street property line than the building closest to that street property line. The existing surface parking lot is currently located between the buildings and the street property line. The parking lot is not being increased in area and so the site is not being brought further out of conformance with Development Code standards. 8. Parking areas may not occupy more than 50 percent of the total length of each street frontage as measured 20 feet from the street property line. Drive aisles without adjacent parking spaces do not count as parking areas for the purposes of this standard. The existing surface parking lot covers more than 50 percent of the length of the street property line. The parking lot is not being increased in area and so the site is not being brought further out of conformance with Development Code standards. 9. Attached garages may be attached to any side of an apartment building. If attached to the street-facing facade, they may not be located closer to the street property line than the apartment building facade and the facade must include at least 1 entrance for each proposed garage that meets the standards of Subsection 18.230.050.A. Driveways associated with attached garages that take direct individual access from a public or private street must meet the rowhouse location and access standards in Paragraph 18.280.050.E.3 and Subparagraph 18.280.050.E.2.a. No attached garages are existing or proposed. CARLETON HART ARCHITECTURE PC - PAGE 6 OF 7 18.230.040.H LIGHTING H. Lighting. 1. Minimum illumination levels are measured horizontally at ground level. a. The minimum average illumination is 1.5 footcandles for paths, except those within parking areas, which are subject to the lighting standards in Subsection 18.410.040.1. All points of measurement must be a minimum of 0.5 footcandles. Existing pole-mounted lighting in site areas and the parking lot are not being altered as part of this project. Current conformance with this standard is unknown but will not be reduced as part of the proposed work. b. The minimum average illumination is 3.5 footcandles for required building entrances and 2.0 footcandles for any non-required building entrances. All points of measurement must be a minimum of 1.0 footcandle. Existing building-mounted lights which illuminate entry ways will be replaced as part of this project. A photometric study of a typical building entry is included for reference. 2. Maximum illumination levels are measured vertically at the property line or sensitive lands boundary line. The maximum illumination is 0.5 footcandles at side and rear property lines, except that the maximum illumination may be increased to 1.0 footcandle where the development abuts a commercial or industrial zone. The maximum illumination is 0 footcandles at any sensitive lands boundary line. Existing pole-mounted lighting in site areas and the parking lot are not being altered as part of this project. Existing building-mounted lighting will be replaced with new fixtures in areas 20 feet or more from the property line and so illumination from new lights at the property line is not probable. Current conformance with this standard is unknown but will not be reduced as part of the proposed work. 3. Lighting must be shielded, with a cutoff angle of 90 degrees or greater to ensure that it does not shine upwards. Lighting sources, such as lamps and bulbs, may not be directly visible from adjacent properties or sensitive lands. All proposed building-mounted lights have covered light sources with acrylic diffusers so that the light source is not directly visible. Building-mounted lights at the perimeter of the building are shielded and do not shine upwards. Building-mounted lights at patios are not shielded on the top but are covered by decks overhead. Lighting cutsheets are attached for reference. CARLETON HART ARCHITECTURE PC - PAGE 7 OF 7 1 I \ � 0A.�4V . 00 O O O �u" . i 1 5.4 56 3.7 . 6.0 �5.8 d' 8 5A 4. 9 5S I n� 1 � '' j `4 ' , + +..208+ + + 3 3.9 0_p 5 1 ._, 6. 8.3 �9 8. 5.4 +5.8 +1 + •8 +A + fe C >209 209 777 e 2W ' C t ENTRANCE TO UNIT 16 SHOWN. ENTRANCE TO UNITS 14-15 SHOWN. SIMILAR CONDITION AT UNITS 8,11. SIMILAR CONDITION AT UNITS 9-10 23,AND 26 AND 12-13 _ I O 3 TER DN LIGHTING ZENS-123.4 1201277 XXK 3-LBLED 11-ARRAYS ZENITH SMALL WALLMOUNT LUM-IRE ALUM 26 L-2 IHC-FAIRFIELD,OH REFLECTOR wIWHIT ACRYLIC DR LENS B ALUM TRIM MAGTECH tM28-036-0600-XP B MI8-U54-D275 7 K-11 MR13FF1--VP-MW-10L40K-DCC-DV MR13FD 12.95 o L-4 O 1 STAIR 207 �AS.02 Statistics T OF(5) SymbolDescription r L4 only + 4.5fc 6.2 fc 1.6fc 3.9:1 2.8:1 L4 only + 5.1 fc 7.0 fc 2.1 fc 3.3:1 2.4:1 www► � _r ���r�aw i■wwww{w■ l,�r h IIT ' 111 1M - I;. Schedule Symbol Label QTY M—faeturer Catalog Number D—rlpHon Wattage polar plot Notes 1 r • tatistics esc Option Symbol Avg 1 Max Min Max/Min Avg/Min _ --- • A" ' 1 , (� ■i A ll�i Min llOMl 1.. ALINE VILLAGE AT WASHINGTON SQUARE REHABILITATION Na 11157, 11159, 11161 , 11163 SW HALL BOULEVARD j8 9'o�e �� OF PROJECT TEAM: TIGARD OR 97223 V OWNER a ° W COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 6380 SW CAPITOL HIGHWAY PORTLAND,OR 97239 U o CAMERON LITTLE W o A (503)293.4038 H ARCHITECT U o; CARLETON HART ARCHITECTURE PC a a 830 SW 10TH AVENUE#200 0— PORTLAND,OREGON 97205 .� a EARL CARSON (503)206-3179 a o GENERAL CONTRACTOR Fr ' ° " Lu f, LMC CONSTRUCTION 19200 SW TETON AVENUE /� r w J ao TUALATIN,OREGON 97062 KYLE ANDERSON / ' V m (503)646-0521 DEVELOPMENT CONSULTANT 0 HOUSING DEVELOPMENT CENTER I(' I1) 'II I� I� - --.I,1 00 0 Q 847 NE 19TH AVENUE,SUITE 150 �I1op I 1 ~ PORTLAND,OREGON 97232 �I III . I . (I�+ ..� r ;. f III ti ) i I m J O LYNN LINDGREN-SCHREUDER •�""'"" • - _ Q =) (503 335-3668 W ) STRUCTURAL ENGINEER i' !' 1� !I�� i�. I, III���� �:3 1' w J r> a TM RIPPEY ENGINEERING `� 4 r.r• I'1; ,1-••1 MIN 7650 SW BEVELAND STREET,SUITE 100 !IIIIII�II ,'' w I _ ,i .. lull VIII l q ri I+III _ m Z TIGARD,OREGON 97224 I N. ��I III • r h4 DOUG GANNETT ~ >` IIIIIIIII� •+� ' ') i �IIII Z Q (503)443-3900 i- - 1�U. In i. �!.��Imo! H lL IRO L ENGINEER ;-_, �_ i>, ? 7D 2 O ER DESIGN GROUP E TAYLOR ST,SUITE 001 LAND,OR 97214 Z HUMBER Lo 46-5370 Q � 1 Q C NF RMATION: J � PROJECT DESCRIPTION: SITE INFORMATION: VICINITY MAP: NTS SEPARATE SUBMITTALS: > THIS PROJECT PROPOSES RENOVATION OF ADDRESS: 11157,11159,11161,11163 1. SITE PERMIT SUBMITTAL COVER SHEET EXISTING APARTMENT BUILDINGS ORIGINALLY NEW INTERIOR WORK INCLUDES PROVIDING A SW HALL BOULEVARD 2. COMPLETE ELECTRICAL AND LOW-VOLTAGE SYSTEMS. CONSTRUCTED IN 2002.BUILDING EXTERIOR WORK SEPARATE OFFICE WITHIN THE EXISTING TIGARD OR 97223 INCLUDES REPLACING SIDING,WINDOWS,DOORS, COMMUNITY ROOM SPACE. 3. COMPLETE HEATING,VENTILATING,AND AIR PROJECT NO. AND DOWNSPOUTS.SIDING WILL BE A RAINSCREEN SITE AREA: 36772 SF CONDITIONING SYSTEMS. sos5 SYSTEM AND INCLUDE SELECTIVE REPLACEMENT SITE WORK INCLUDES RENOVATION OR 4. COMPLETE PLUMBING SYSTEMS. FOR SHEATHING. EXTERIOR STAIRS,PORTIONS OF REPLACEMENT FOR DETERIORATED PAVEMENT TAX LOT#: 1S135DA 4600 DECK AND RAILINGS WILL BE REPLACE WITH AT EXISTING PARKING AREA AND GRADING AND 7/23/2020 MOISTURE-RESISTANT MATERIALS WITH SELECT DRAINAGE IMPROVEMENTS TO INSURE REPLACEMENT OF WOOD DECK AND SHEATHING ADEQUATE DRAINAGE AWAY FROM BUILDINGS. ZONING: MUR-1(MIXED USE RESIDENTIAL 1) SUPPORT STRUCTURE o REVISIONS:® Z5 1 Atldentlum iF01 9/11/2020 r'c . SW PFAFFLE ST � o G1 .01 z°a ABBREVIATIONS: DRAWING SYMBOLS: GENERAL PROJECT NOTES: DRAWING SHEET INDEX- VA 10 DETAIL A. THESE NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS.ANY GENERAL �. A/C AIR CONDITIONING HORZ HORIZONTAL SC SOLID CORE SIM DISCREPANCY FOUND AMONG THE DRAWINGS,SPECIFICATIONS,AND G1.01 COVER SHEET 1 NOTES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ON G1.02 ABBREVIATIONS,SYMBOLS&SHEET INDEX ABS ACRONITRILE BUTADIENE STYRENE HT HEIGHT SD SMOKE DETECTOR A101 DRAWING NUMBER SUCH FORM AS REQUIRED BY THE CONTRACT DOCUMENTS.ANY WORK G1.03 BUILDING INFORMATION ACT ACOUSTICAL CEILING TILE HVAC HEATING,VENTILATING,AND AIR SF SQUARE FOOT OR FEET DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY 0 ON SHEET NUMBER ADJ ADJACENT CONDITIONING SIM SIMILAR SHALL BE DONE AT THE CONTRACTORS RISK. -'`\^/ -" - ""-' � 29]8 �� AFF ABOVE FINISHED FLOOR HW HOT WATER SPEC SPECIFICATION BUILDING SECTION Y AHU AIR HANDLING UNIT SQ SQUARE SIM B. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL Jam_,/ AHJ AUTHORITY HAVING JURISDICTION IAQ INDOOR AIR QUALITY SQ IN SQUARE IN 1 DESIGN ELEMENTS,SPECIFICALLY TO ONE SHEET,OR SPECIFICALLY TO ONE CIVIL O�O ALT ALTERNATE IBC INTERNATIONAL BUILDING CODE SQ VD SQUARE YARD A101 DRAWING NUMBER OR MORE DESIGN ELEMENTS.ANY ALTERATION,MODIFICATION,DELETION, C0.00 CIVIL NOTES , OR ADDITION TO THE NOTES BY WRITING,ACT OR FAILURE TO ACT,SHALL U ALUM ALUMINUM ID INSIDE DIAMETER SS STAINLESS STEEL SHEET NUMBER BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND C1.01 EXISTING CONDITIONS AND DEMO PLAN APPROX APPROXIMATE IN INCH OR INCHES ST STREET APPROVAL OF THE ARCHITECT. C2.01 CIVIL IMPROVEMENT PLAN Il - APT APARTMENT INSUL INSULATION STC SOUND TRANSMISSION CLASSS WALL SECTION INT INTERIOR STL STEEL C2.01 CIVIL IMPROVEMENT PLAN AUX AUXILIARY 1 SIM C. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME W AV AUDIO VISUAL STOR STORAGE TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. C2.02 CIVIL IMPROVEMENT PLAN AVG AVERAGE JAN JANITOR SV SHEET VINYL A101 DRAWING NUMBER JT JOINT SHEET NUMBER D. IF ANY DISCREPANCIES ARE KNOWN OR DISCOVERED BETWEEN THE C3.00 STORM DRAINAGE BALC BALCONY TBG TONGUE&GROOVE EXTERIOR ELEVATION DRAWINGS AND SPECIFICATIONS AND OBSERVED OR VERIFIED CONDITIONS C4 00 CIVIL DETAILS BLDG BUILDING KD KNOCKED DOWN TB TOWEL BAR 1 - AT THE PROJECT,CONTRACTOR SHALL REPORT THESE ITEMS PROMPTLY TO U BLT BORROWED LIGHT TEMP TEMPORARY THE ARCHITECT IN WRITING. DEMOUTION ] W o ° BM BEAM IAM LAMINATE TFF TOP OF FINISH FLOOR A101 DRAWING NUMBER 131.01 DEMOLITION SITE PLAN F m BMS BOTTOM OF STEEL LAV LAVATORY THRU THROUGH SHEET NUMBER E. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE _ BOT BOTTOM LB POUNDS TO TOP OF CHECK THE HE DRAWINGS AND DIMENSIONS ONS SHOW N WITHRELATEDCROSS o; BR BEDROOM LDR LEADER TOB TOP OF BEAM A INTERIOR ELEVATION REQUIREMENTS IDENTIFIED ON OTHER TRADE DRAWINGS(CIVIL, LED LIGHT-EMITTING DIODE TOC TOP OF CONCRETE LANDSCAPE,STRUCTURAL,MECHANICAL,ELECTRICAL.PLUMBING.AND CAB CABINET LIN LINEAR TOC FTG TOP OF CONCRETE FOOTING 1 DRAWING NUMBER OTHER DRAWINGS AS APPLICABLE).NOTIFYARCHITECT OF ANY LINO LINOLEUM XX DISCREPANCIES IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. --. »- 1 CALC CALCULATE TO WALL TOP OF WALL H CAN COMMUNITY ANTENNA TELEVISION SHEET NUMBER ..t.,:-,.. ....LJ: ..-..C.... t.:.i' , ...'JOT LM LUMEN TOF TOP OF FOOTING "'"" a CG CORNER GUARD LOC LOCATION TOJ TOP OF JOIST F. PROVIDE BLOCKING.BACKING,FRAMING FOR REQUIRED FASTENING AND Q o CJ CONTROL JOINT TOM TOP OF MASONRY DIMENSION TO FACE OF SUPPORT WITHIN ALL WALLS HAVING WALL-MOUNTED COMPONENTS. r;::_:;. „;:.,;;q MAINT MAINTENANCE 70P TOP OF PARAPET /! 1 1/4 FRAMING,FACE OF r = CL CENTER LINE CONCRETE,GRIDLINE, G. ALL DETAIL CALLOUTS ARE TYPICAL AND ASSUMED TO BE IN MULTIPLE ARCHITECTURAL Z CLG CEILING MATL MATERIAL TOPO TOPOGRAPHY I OR AS NOTED LOCATIONS THROUGHOUT THE PROJECT.PRIOR TO BID,ALL LOCATIONS MAX MAXIMUM TOT TOP OF TRUSS A1.01 SITE PLAN u CUR CLEAR AND QUANTITIES SHALL BE OBSERVED AND INCLUDED IN THE COST OF THE O CMU CONCRETE MASONRY UNIT MOD MEDIUM DENSITY OVERLAY TOW TOP OF WALL WORK. H CO CLEANOUT A2.01 BUILDING A FLOOR PLANS-LEVEL 1&2 MECH MECHANICAL TPD TOILET PAPER DISPENSER W COL COLUMN MFR MANUFACTURER TR TOWEL RACK KEYNOTE H. WHERE A GIVEN MATERIAL IS INDICATED IN DRAWINGS OR SPECIFICATIONS. A2.02 BUILDING A FLOOR PLAN-LEVEL 38 ROOF J o COMB COMBINATION.COMBINED MH MANHOLE TYP TYPICAL KEYNOTE NUMBER IT SHALL BE PROVIDED THROUGHOUT THE LENGTH AND HEIGHT OF WALLS, A2.03 BUILDING B FLOOR PLAN-LEVEL 13 2 CONIC CONCRETE MIN MINIMUM PARTITIONS,PANELS,WINDOWS,AND OTHER CONTIGUOUS SECTIONS.OR IN A2.04 BUILDING B FLOOR PLANS-LEVEL 3 AND ROOF COND CONDITION MISC MISCELLANEOUS U HEAT TRANSFER COEFFICIENT THE ASSEMBLY DETAIL IN WHICH IT OCCURS,FOR OTHER SIMILAR A2.05 BUILDING C FLOOR PLAN-LEVELS 1.2&ROOF Q o MO MASONRY OPENING LOCATIONS THROUGHOUT THE PROJECT,UNLESS ANOTHER MATERIAL IS A2.06 COMMUNITY BUILDING-FLOOR PLAN&ROOF V m n CONT CONTINUE UON UNLESS OTHERWISE NOTED DOOR TAO INDICATED OR OTHERWISE NOTED. COORD COORDINATE MR MOISTURE RESISTANT UV ULTRAVIOLET CORK CORRIDOR MTL METAL 1t DOOR NUMBER-REFER TO MULL MULLION DOOR SCHEDULE I. CONTRACTOR SHALL PROTECT IN-PROGRESS WORK FROM WEATHER Z CPT CARPET VAR VARIES PROVIDE TEMPORARY COVER TO PREVENT WATER INFILTRATION INTO THE -_�1r-;u7;i'=:t•% :r.v .. .��{:i%%C::. CRI COLOR RENDERING INDEX MULT MULTIPLE VB VINYL BASE BUILDING INTERIOR OR WIND DAMAGE DURING CONSTRUCTION. _ 5? C) CT CERAMIC TILE VCT VINYL COMPOSITION TILE 1 A CTB CERAMIC TILE BASE N NORTH VENT VENTILATION FINISH TAO J. REPLACEMENT OF ALL MATERIALS FOUND WITH MICROBIAL GROWTH. - -r h CTRL CONTROL (N) NEW VEST VESTIBULE FINISH MATERIAL MOISTURE DAMAGE,OR DECAY WITHIN OR ADJACENT TO THE AREA OF C+� I --'i i7, `� 1... :'�- 'FI"%� �'A, ~ ; CN CABLE TELEVISION NA NOT APPLICABLE VOC VOLATILE ORGANIC COMPOUND WORK IS REQUIRED.A PROTOCOL MAY BE ESTABLISHED BY AN INDUSTRIAL HYGIENIST FOR THE IDENTIFICATION,REMOVAL AND TREATMENT OF ..ti,;:,:..,,:w U_i,�vi,- J W Z CU CUBIC NAT NATURAL VOL VOLUME MICROBIAL GROWTH. -- .- J CW COLD WATER NFC NATIONAL FIRE CODE VWC VINYL WALL COVERING " '�'""`/'E�'Lti`�` ` Q 0 NFPA NATIONAL FIRE PROTECTION VWF VINYL WALL FABRIC WINDOW TAG K. DEMOLITION SCOPE DOES NOT ALLEVIATE CONTRACTOR FROM INCIDENTAL __ .__..nc 0 F- D PENNY(NAIL) ASSOCIATION VERT VERTICAL O_ WINDOW TYPE-REFER TO DEMOLITION WORK REQUIRED TO FULLY PERFORM SCOPE OF WORK. "'"4 - L - W m Q DB DECIBEL NFRC NATIONAL FENESTRATION RATING WINDOW SCHEDULE U COUNCIL :C:' P. ':1'=` ! _ " J DBL DOUBLE NIC NOT IN CNTRACT W WEST L. PRESERVE AND PROTECT EXISTING DATA,TELEPHONE,ELECTRICAL J _J DEF DEFINITION WI WITH DEVICES AND CONDUIT TO REMAIN UON. NO NUMBEROF I p JI' W Q M d '?'ii' DEG DEGREE W/o WIT HER/DRYER = N d NOM NOMINAL ](�CEILING TAG ; -.IL DEMO DEMOLITIOWDEMOLISH W/O WITHOUT NR NOISE REDUCTION CEILING MATERIAL J ` j Q DEPT DEPARTMENT WB WOOD BASE 9'-O" NRC NOISE REDUCTION COEFFICIENT , I )tl � Z DEV DEVELOPMENT WC WATER CLOSET CEILING HEIGHT ABOVE FINISHED O NTS NOT TO SCALE OF DRINKING FOUNTAIN WD WOOD FLOOR-ALL CEILINGS 9'A"UNLESS a DIA DIAMETER WH WATER HEATER OTHERWISE NOTED. L -.' J I 1 Z (.00 a OC ON CENTER CTE A,7.^ L. .T.. ' DIM DIMENSION WRe WEATHER-RESISTIVE BARRIER Room Name ROOM TAG K :- _ a' ON DOW OD OUTSIDE DIAMETER WS WEATHERSTRIP :... ( :11:y;;y..�.;:.;i.il;•;;: >F O V OF/CI OWNER FURNISHED/CONTRACTOR 1 O1 ROOM NUMBER ,R;,,F-..:- ::_... DS DOWNSPOUT INSTALLED WT WEIGHT I'� '��" '^ Q LL DW DISHWASHER WW WASTE WATER ,_.... V OFD OVERFLOW DRAIN ,;:,!:-C: (,rJ O WWF WELED WIRE FABRIC Z CO O OF/OI OWNER FURNISHED/OWNER ,��� �.,4.;;1'.19..+C;a•: E EAST OPNG OPENING C3 DRAWING REVISKIN .V y. v V✓ _ rL (E) EX STING OPR OPERABLE VD YARD �--REVISION NUMBER A10.01 COLOR ELEVATIONS EA H EJ EXPEA CANSION JOINT OPT OPTIONAL A10.02 COLOR ELEVATIONS Q O EL ELEVATION ORD OVERLOW ROOF DRAIN A10.03 COLOR ELEVATIONS Z OSSC OREGON STRUCTURAL SPECIALTY ELEC ELECTRICAL CODE Cmc;,T„hl Q EQ EQUAL OZ OUNCE MATERIAL SYMBOLS: �/`- '���/., lit ', EQUIP EQUIPMENT EXT EXTERIOR PEJ PREMOLDED EXPANSION JOINT W PERF PERFORATED F:' »F::;^F:;:;H::.il:>":1:';.i;.h:i:::h:.;-i:J!Ni f-:^.^.f:'.:;-I^•; L FC FOOTCANDLE PERM PERMANENT ::,Y„n1 i':. J FD FLOOR DRAIN PL PROPERTY LINE CONCRETE L.X.X..1C)C) BATT INSULATION :P; :...:»n::r::,;m%';..1?.µ;Y.:�a:aa1 C.1.:FK a%;:r . r:= 1 N", .- FDC FIRE DEPARTMENT CONNECTION PLAM PLASTIC LAMINATE ;,;I.a ;' ;;. FEC FIRE EXTINGUISHER CABINET PREFAB PREFABRICATE FF&E FURNITURE.FIXTURE.AND EQUIPMENT PREFIN PREFINISHED SOIL BLOW-IN INSULATION FHA FEDERAL HOUSING ACT PREP PREPARATION FIM FIXTURE PT PAINT FLEX FLEXIBLE PT PRESSURE TREATED WOOD GRAVEL ® FINISH LUMBER ABBREVIATIONS,SYMBOLS E/ SHEET INDEX FOF FACE OF FINISH PTAC PACKAGED TERMINAL AIR FOM FACE OF MASONRY CONDITIONER ® 19036 PLYWOOD FOS FACE OF STUD TEXT SYMBOLS. PROJECT NO. FOW FACE OF WALL QT QUARRY TILE FRP FIBER REINFORCED PLASTIC QTR QUARTER GENERAL AREA/ GYPSUM BOARD FTR FIRE RETARDANT TREATED WOOD QTY QUANTITY MATERIAL FT FOOTOR FEET x FTG FOOTING RAD RADIUS & AND x MULYIPLY.BY FIBER CEMENT 7/2$/2020 FURN FURNITURE RCP REFLECTED CEILING PLAN < RD ROOF DRAIN SEALANT w REVISIONS:® GA GAUGE REBAR REINFORCING STEEL BARS @ AT # NUMBER/POUND Z z 1 Addendum#01 9/11/2020 GALV GALVANIZED REC RECESSED w GC GENERAL CONTRACTOR RECPT RECEPTACLE w GFCI GROUND FAULT CIRCUIT INTERRUPTOR REF REFERENCE 4. CENTER LINE % PERCENT 3 S GLULAM GLUED LAMINATED WOOD RFR REFRIGERATOR LINE SYMBOLS GOVT GOVERNMENT READ REQUIRED GYP GYPSUM REV REVISION X' DEGREES PLUS RF RESILIENT FLOORING qq HB HOSE BIBB RM ROOM <G HC HOLLOW CORE RO ROUGH OPENING - BREAK LINE ------ ENLARGED DETAIL < HD HIGH DENSITY OVERLAY ROW RIGHT OF WAV = EQUALS +/-PLUS OR MINUS OBJECT w� HDPE HIGH DENSITY POLYETHYLENE RTU ROOFTOP UNIT HEPA HIGH EFFICIENCY PARTICULATE AIR RV ROOF VENT -- CENTER LINE HIDDEN (FILTER) X' FOOT,FEET PROPERTY LINE i HT HIGH TEMPERATURE S SOUTH --- MATCH LINE ----------- OVERHEAD SHEETS FROM PERMIT/BID SET 07.23.2020 WITH ADDENDUM 01 09.11.2020 - HLDN HOLDDOWN SALV SALVAGE THAT ARE NOT RELEVANT TO THIS APPLICATION HAVE BEEN REMOVED. qQ G1 .02 \ •OL /\ HM HOLLOW METAL SAM SELF-ADHERING MEMBRANE FLASHING X' INCH(ES) w¢ /v- h9 - - - -ems- - i -- - --- -- - - - , - - - -- - � �4 p' a UNIT 3.1 UNIT 2.2 UNIT 2.2 UNIT 2.2 UNIT 4.2 UNIT 3.2 UNIT 3.2 UNIT 2.2 UNIT 3.1 16 15 14 13 12 11 10 09 OS I 22818 BUILDING A _ �1 (LEVEL 2) I _[F)' --- a 0 LU I I � I I � I I F I Lu 26 U1 � o UNIT 4.1 UNIT 1.1 UNIT 1.1 UNIT 2.1 UNIT 1.1 UNIT 1.1 UNIT 4.3 ) 07J 06 OS 04 03 02 01 ! Q o- BUILDING A ® Z d (LEVEL 1) -� p d • K ; c ._j ®Ii Q o U m,� �J © z -- 1 1 UNIT 1.4 UNIT 1.2 UNIT 1.1 18 BUILDING C ® Q 26 I 22 ntn (LEVEL 1) 1 H UNIT 1.3 1\ r J W z UNIT 4.2 UNIT 2.1 \ 17 Q 25 I 21 1 --- _ Q LU m BUILDING B BUILDING B (LEVEL 2) II (LEVEL 1) �r y - UJ Q ch D_ ivau n 1 > N Q UNIT 2.2 > z 24 I / ' y \ N UNIT 4.1 O FICE LfOMMUNIj� ? �% Q ROOM PARKING 1 20 30 I z Q 27 � 0 V UNIT4.2 I 1 t <- 23 TRASH I lui_ \ 1 - -� O - ----1--------- - -- -�--- - i- -- 1 o I = - 2 KITCHEN TOILET LAUND Y N - w 31 Jill 29 - z 1 - UNIT 3.3 + W ti 19 Lo \ a r BUILDING C J (LEVEL 2) CKEY PLAN � BUILDING INFORMATION SCALE: 11/16"/=V-0„ PROJECT NO BUILDING SF 19036 LEVEL � SF UNIT TYPE BEDROOMS BATHROOMS INFORMATION UNIT SF' UNIT TYP CITY UNIT TOTAL SIF STANDARD PARKING STALLS ADA PARKING STALLS O PARKING STALLS TOTAL PARKING 7/23/2020 Building A JUNIT 1.1 TYP 1 1 649 SF 5 3,246 SF 15 2(1 VAN ACCESSIBLE) 13 30 Level 3 4,496 SFUNIT 1.2 TYP 1 1 636 SF 1 636 SF w REVISIONS:® �Level2 5,615 SFS UNIT 1.3 TYP 1 1 - 480 SF 1 480 SF� z€ Level 1 6,063 SFUNIT 1.4 TYP 1 1 677 SF 1 677 SFS a w TOTAL.16,174 SF UNIT 2.1TYP 2 1 841 SF 2 1,683 SF wo Building B UNIT 2.2 TYP 2 1 562 SF 3 1,685 SF 3 �Level3 1,840 SFJ UNIT 3.1TYP 3 2 715 SF 2 1,430 SF �Level2 2,651 SF UNIT 32TYP 3 2 680 SF 4 2,719 SF N� Level 1 2,813 SFUNIT 3.3 TYP 3 2 1,033 SF1 1,033 SF� Q TOTAL:7,304 SF UNIT 4.1TYP 4 2 1,328 SF 2 2,656 SF Building CUNIT 4.2 TYP 4 2 796 SFS _ 3 2,388 SFS p �Level2 1,033 SF UNIT 4.3TYP 4 2 1,375 SF 1 1,375 SF Level 1 1,157 SF TOTALS: 26 20,006 SFS TOTAL:2,190 SF ¢< 'UNIT AREA MEASURED FROM OUTSIDE FACE OF EXTERIOR WALLS,OUTSIDE FACE OF CORRIDOR,AND TO CENTER OF PARTY G 1 0 3 Community Room o WALLS. EXTERIOR PATIOS,DECKS AND EXTERNAL UNIT STORAGE AREAS ARE NOT INCLUDED.50 SF OF STAIR AREA HAVE BEEN Level 1 667 SF� DEDUCTED FROM EACH TOWNHOME. o o� z"a FOR REFERENCE ONLY. CONTACT SURVEYOR FOR CURRENT DOCUMENT. 1 NOTES LEGEND m 1. THE UNDERGROUND UTILITY LINES SHOWN HEREON ARE FROM A COMBINATION OF FIELD VERIFICATIONS AND VARIOUS UTILITY, PRIVATE, 'm AND GOVERNMENT SUPPLIED "AS-BUILT" MAPS AND ARE APPROXIMATE ONLY. THE SURVEYOR MAKES NO GAURANTEE THAT THE AD AREA DRAIN w^d UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR BR BIKE RACK Y Z FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT CO ctEANour o PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATES WERE NOT COMPLETE AS OF THE DATE OF THIS SURVEY. DS DOWN SPOUTn 8 0 DWY DRIVEWAY/ACCESS 2. THIS TOPOGRAPHIC SURVEY IS LIMITED TO THE AREAS OF THE ON-SITE SIDEWALKS, AND THE ON-SITE AREA DIRECTLY SOUTH OF THE EM ELECTRIC METER r SOUTH WALL OF BUILDING B. THIS SURVEY DOES NOT CONTAIN CONTOUR LINES, AND NO DIGITAL TERRAIN MODEL WAS GENERATED. EV ELECTRIC VAULT <c 3. TOTAL SITE AREA 36,720 S.F., 0.84 ACRES FA FIRE ALARM BELL moa i GM GAS METER Z a 4. SUBJECT SITE HAS 28 REGULAR AND 2 HANDICAP STRIPED UNDERGROUND PARKING SPACES. L/S LANDSCAPING z a o MB MAIL BOX 5. THE BASIS OF BEARINGS, BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED PER PARTITION PLAT N0. PP PARTITION PLAT 1998-038, WASHINGTON COUNTY PLAT RECORDS. NUMBER, C WASHINGTON COUNTY PIAT RECORDS 6. NO PORTION OF THE SUBJECT PROPERTY BELOW GROUND WAS SURVEYED. S.F. SQUARE FEET SS STREET SIGN H� 7. W.B. WELLS MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE SUCH AS ACQUIESENCE, ESTOPPEL, PRESCRIPTIVE TEL TELEPHONE BOX EASEMENTS, ADVERSE POSSESSION, ETC. TR TELEPHONE RISER N CABLE TELEVISION BOX O FENCE CORNER I I I UP UNDERGROUND POWER 0.2'E o.t s I30'I I 30' I WV WATER VAULT _ S 88'42'00" E 244.40' TR w STREET ADDRESS,HALL BLVD. r, L/S WALK 0.4'W- 45, I I I 6P NUMBER OF PARKING SPACES y F+�1 o DS '77^'x -I o I I -G- CAS LINE,PER NW NATURAL E-MAPS � -4 ] " „-//,'/ ,i, ,,, QS cm 8., ,4S QS GM 8 S EM 16 DS �- I I -S- SANITARY SEWER LINE,PER CITY RECORDS 1Ir l M 8 43.5 'QTY" 40.01 ��, ��.' o o,i,._ -i,;.. �iiii•7ia�, 706' IS.I 9 r 12.0 "v 12.0 n 45.5 r - S -SD- STORM DRAIN LINE,PER CITY RECORDS 1^4 1 L/S 1 N 38 L/S ® I _j i I -SS- SANITARY SEWER LATERAL,PER CITY RECORDS �y o iDv"ti -OHU- OVERHEAD UTILITY LINES F+�I N m rn I BUILDSING TO y A pPgggB ' I II ( I -UT- UNDERGROUND COMMUNICATION LINES 11157" p 1 2 I -W- WATER UNE,PER CITY RECORDS Z $ PARCEL I DECK ABOVE p f# O J I I I I v SUBJECT SITE WOOD FENCE V 1 o r F 1PATIO BELOW `S z , 239 31,930 S.F. < TYPICAL Ig -X- SUBJECT SITE CHAIN LINK FENCE %a DSc:' ,i 23.3 23.9 IFp 9 I z I I MANHOLE F o o 0 15.2 22.6 0^ ' AFT EASEMENT FOR �i r d i;iii• ^/ '.l:::::::.',o i -''DS F DS 8,8 I " I I a e DS '� INGRESS AND EGRESS °O I 2Y FIRE HYDRANT O 20.0' DS '8.8 - o DS "' �1- I�p- �j FOR THE BENEFIT OF I ( POWER/TELEPHONE POLE O ¢3 � FAI _ DS - 11SS�� III ,.Uu�� PARCEL 2 PER � N I STREET LIGHT T�1 a 3_ IRS BR v. TAIR - ® C�- - STAIR PARTITION PLAT NO. ll p I I A I 0 SIGN & _ 1998-038 vMi o TAI RS AIRS B�2 4b p I I ��_ I --� DS - - ___ ` DS_* �L/S, CO L/S Co^ u_�"'-TRELLIS _SS!�.-G�}-� �j H ®®® CATCH BASIN ��71 =Z9 o ] GM .."43.0 /. 5.0 DS I I / nc n CM 3 r ❑AD oC0 /g as }3 r -.G- # 3 I I ( &a ae I 6 GAS VALVE Mme) w N a r� o *SL 47.0 ,JtII�JI 30.00 I m I ® WATER VALVE Z ^J BOVE 2.0 - -� I 5A PATIO DECK BOW I g ! J n I I I L a x ® WATER METER O E-4 v 0 201; -50:°� PLAY AREA I BUILDING C m 1 c II O STAIR SUPPORT FOOTING oRY F+.1 zII ;o ��-� b �- 5.0 ?1116 2A I� $ 73.94' N I I I I �, HANDICAP PARKING SPACE O N L/S N ST RS 18.5 18 0 S 88.42'00" E C/1 F+1 w 0.2'E Ni I SL -^, ///i i oi.ii iii DS 11 - -}-SD ASPHALT II CO ' Ian - L/S iEAY FADS X12.5/ 0 u 72.4' \ I c� I CONCRETE h_.. o DS.LO zo2 5.0,0' `r �� S TR a^ 5.0°D WOOD AWNING - L/S ❑ I I I I I GRAVEL 1 UBR ® ��' o o o e PARCEL II i 07 Uy X23.0; ., aDS m� w 4,790 S.F. D I 7P 'I DECK ABOVEc7 Z PATIO BELOW ��� �o =?o� - m 30.00' TYPICAL�.� N of I-n- g ,R�ti X30 1 1 _ KEYSTONE 7 O m m z H'G g8 I s o BLOCKS\43.0 5.EM 0 -� 20.Y 023.0 a� c4i UTILITY pp lg -- III rN DS;,; �,�, J� ,�.-- 5. - - i T 1 N SDS TEL. _`_UT DS?/ i���i ,i//,,DS �w Q Iq UTILITY ACCESS GM AD c 7 EM _ _-- -A. KEYSTONE PLAN WALL I _ - H,�EDGE 170.00' 1R,TR + T7 00^' ❑L/S -- I -- - I I I I I _ I I - 73.59' L/S ( 45' __ (n V °' o 1 I Va/ giW O� v, FENCE EARNER l ( -} N 88'42'00" W 243.59' - I) I I _ 0.3'N 0.2'E J J i I CONCRETE BLOCK WALL WALK 0.4'W J U I "�Z °, _ 1 (LEANI�DFENN NORTH) HOSE BIB 1® I a (A Q Tn O °J 8"0 DECIDUOUS TREE _ I I30' 30' I r, J ~ ,U �-. 3 ' 25'0 DRIPLINE 12"0 DECIDUOUS TREE W i0 d U� o 35'0 DRIPUNE I I I I Co x 0 m `_ • p0 °JZ � /y� cc W WUJ ZJ EASEMENTS/RECORDED DOCUMENTS V) ET NOTE: ITEM NUMBERS CORRESPOND TO THE ITEM NUMBERS LISTED IN WFG NATIONAL TITLE INSURANCE COMPANY'S FIRST SUPPLEMENTAL PRELIMINARY TITLE REPORT ORDER NO. 18-158316 DATED MARCH 3, 2020. ITEM NUMBERS IN SAID REPORT NOT ��j+ LISTED BELOW ARE NOT SURVEY MATTERS. a O6 DECLARATION OF RESTRICTIVE COVENANT RELATING TO CERTAIN TREES, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRAPHIC SCALE o RECORDED JULY 25, 2001 AS RECORDING NO. 2001-073475. (NOT PLOTTABLE - LOCATION EXHIBIT ILLEGIBLE) 20 0 10 20 ao so .r, O7 ACCESS EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, TO BONNIE R. AMANDER AND NORMAN E. ALANDER, AS w. ESTATE BY THE ENRIETY, PER DOCUMENT RECORDED JULY 25, 2001 AS RECORDING NO. 2001-073476. (PLOTTED) ( FEET ) I inch = 20 ft. ( SHEET 1 OF 1 GENERAL NOTES GRADING NOTES LEGEND ABBREVIATIONS 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE EXJS77NG PROPOSED DESCRIPTION AC ASPHALTIC CONCRETE NO. NUMBER LATEST 1. ALL SURFACES SHALL MEET EXISTING GRADES SMOOTHLY AND EVENLY AND D Pkpt BPZ BACK OF PEDESTRIAN ZONE NWN NORTHWEST NATURAL STRUCTURAL STANDARDS ALTYDCODEC(BUILDING CODE, OREGON PLUMBING OREGON SPECIALTY MAINTAIN CONSTANT SLOPES UNLESS OTHERWISE NOTED ON PLANS. SEWER MANHOLE BZ BUILDING ZONE NTS NOT TO SCALE �� aINCE / ) INSTALLED PEDESTRIAN WALKWAYS 2.0%MAX. CROSS SLOPE. OD COTG CLEAN OUT TO GRADE PERF. PERFORATED CODE(PLUMBING CODE), AND THE OREGON FIRE CODE(FIRE CODE), LATEST INSTALLED ADA STALLS 2.0%MAX. SLOPE ANY DIRECTION. DWG. DRAWING PZ PEDESTRIAN ZONE EDITIONS. . LANDSCAPE 2.0%MIN TO DRAIN. CATCH BASIN EX EXISTING R RADIUSa CONCRETE PAVEMENT 0.57 MIN. TO DRAIN FF FINISHED FLOOR ROW RIGHT-OF-WAY by e 2 THE ALL WONTRRK WCTH THE LL BR.RESPONSIBLE FOR COORDINATING AND SCHEDULING . ASPHALT PAVEMENT 1.0%MIN. TO DRAIN. FZZ FRONT FRONTAGE PEDESTRIAN ZONE S= SLOPE SD STORM DRAINS (Y 144 0_ 'a 11 FIRE HYDRANT GB GRADE BREAK SF SQUARE FEET 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING EXISTING SITE AND DRAINAGE IE INVERT ELEVATION SS SANITARY SEWER EXPIRES 12-31-21 3. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF PATTERNS AND PROTECTION OF EXISTING ENGINEERED DRAINAGE FACILITIES. LF LINEAL FEET STD. STANDARD THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING WATER METER MAX MAXIMUM TC TOP OF CURB CONSTRUCTION. 3. CONTRACTOR SHALL EXERCISE CARE IN ALL OPERATIONS TO PROTECT EXISTING MIN. MINIMUM TP TOP OF PAVEMENT UNDERGROUND UTILITIES. ANY DAMAGE RESUL77NG FROM THIS WORK MUST BE �� X^� TYP. TYPICAL V 4. ALL EXCAVATORS MUST COMPLY WITH THE RULES ADOPTED BY THE OREGON RESTORED AT THE CONTRACTOR'S EXPENSE TO THE APPROVAL OF THE OWNER'S V 11 WATER VALVE UTILITY NOTIFICA77ON CENTER, INCLUDING NOTIFICATION OF ALL OWNERS OF REPRESENTATIVE. VVVV IIII a o UNDERGROUND UTILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE W THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. THOSE RULES 4. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FOR STREETLIGHT ARE SET FORTH IN OAR 952-00I-0010 THROUGH OAR 952-001-0090 AND ORS CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE APPROVAL OF THE 757.541 TO 75757. THE TELEPHONE NUMBER FOR THE OREGON UTILITY OWNER'S REPRESENTATIVE. SRVEY NOTIFICATION CENTER IS 503-232-1987 AND THE LOCAL "CALL 48 HOURS U7ILITY POLE F BEFORE YOU DIG NUMBER"IS 503-246-6699. 5 CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS SURVEY PROVIDED BY W.B. WELLS AND ASSOCIATES, INC. DATED JULY 09,2020. ADJACENT TO EXISTING TREES IN ORDER TO MINIMIZE DISTURBANCES TO TREE JUNCTION BOX LU 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS ROOTS. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED F FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. CONTRACTOR ON PLANS OR AT DRIP-LINE OF EXISTING TREES NO PARKING VEHICLES UNDER - SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING TREES. GAS VALVE WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF HUMBER DESIGN GROUP. POTHOLE ALL CROSSINGS AS NECESSARY BEFORE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF ARCHITECT/ENGINEER o CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE ARCHITECT ENGINEER: Q o PROJECT AREA. DISPOSE OF DEMOLISHED ITEMS OFF-SITE IN A LEGAL MANNER. TREE CARLETON HART ARCHITECTURE HUMBER DESIGN GROUP, INC. - 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE 830 SW 10TH AVE. 117 SE TAYLOR STREET, SUITE 001 r CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY 7. ACTUAL LINES AND GRADES OF EXCAVATION SHALL BE STAKED BY QUALIFIED PORTLAND, OR 97205 PORTLAND, OR 97214 a ADHERED TO IN THE PERFORMANCE OF THE WORK. SURVEYOR, BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS (503)206-3179 (503)946-6632 Q _ 7. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE USED AS CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN OREGON. PROPERTY LINE CONTACT EARL CARSON CONTACT WILLIAM BRANNAN, PE _ - - - - NEEDED. THE CONTRACTOR SHALL ADHERE TO THE CITY OF PORTLAND EROSION B. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO CENTERLINE Z CONTROL STANDARDS AS NECESSARY FOR EROSION CONTROL MEASURES. FINISH GRADE. SHEET INDEX z v B. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL ROADWAYS CLEAN AND FREE CONTOUR Co. CIVIL NOTES W t OF CONSTRUCTION MATERIALS AND DEBRIS. PAVING NOTES SAWCU7 LINE C1.00 DEMO PLAN-WEST LU o 9. CONTRACTOR TO ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES WATER, GAS, 1, PAVING WILL NOT BE ALLOWED DURING WET OR COLD WEATHER, PER ODOT C7.01 DEMO PLAN-EAST ( C2.00 CIVIL IMPROVEMENTS-WEST TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN SPECIFICATIONS. - - - - - EDGE OF PAVEMENT C2.01 CIVIL IMPROVEMENTS-EAST Q o UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.)IF CONFLICT OCCURS. c2.02 CIVIL IMPROVEMENTS-SOUTHEAST U m N 2. CONSTRUCTION SHALL NOT BLOCK CITY OF TIGARD RIGHT-OF-WAY WITHOUT AN CURB C3.00 APPROVED TRAFFIC CONTROL PLAN. STORM DRAINAGE 10. HUMBER DESIGN GROUP, INC. ASSUMES NO RESPONSIBILITY FOR ANY X"SD C4.00 CIVIL DETAILS DISCREPANCIES ENCOUNTERED BETWEEN THE CURRENT FIELD CONDITIONS AND THE X" SD STORM DRAIN INFORMATION SHOWN ON THE SURVEY MAP. THE CONTRACTOR IS RESPONSIBLEZ FOR REPORTING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE, X" SS SANITARY SEWER 0 X" CS COMBINED SEWER Q X" W WATER Q OVERHEAD LINE J W Z m _j O CAS = O Q CONCRETE SIDEWALK W 00 U w J J MCL Q = N Q dcw °' Z O LL II,, PROPERTY LINE _ _ I-(� 1 Z -Q V Z 2 p SEEMOL AND C2.01 Q Z BUILDING A j LLJ ° I �- - - --- �_ EL EASEMEN_�l / \ 4 .• I I CIVIL NOTES ILDING C I� PARCEL 1 w _ _ - t �� PARCEL 2 j PROJECT NO. ° i_ [ SII° : l 19036 6 -IpI �_ _ _ I 7/23/2020 BUILDING B W :® - SEE C1.00 1 0 AND C2.00 i / COMMUN I a REVISIONS e =� ® J a Addendum#01 911012020 SEE C3.00 ROOM I I III w o r i ASH w �1 a LOSWR_ SEE C2.02 Humber < GRAPHIC SCALE Design LL j■ .-_ p o 20 ao i w PROPERTY LINE F LU Group, Inc. ® III I 1 inch =20 ft. a Portland,OR • 503.946.6690 hd dx.com 9P z o uj VO■0o �40,>- °z°. SHEET LEGEND �� � »f�% DEMOLISH SIDEWALKS 70 SAWCUi '�I REMOVE ! ! G LINE REM pVE ' -- STAIRS, STAIR _--_ �V Ba vVSTAIRS, STAIRi � REMOVE� � � SAWCUT C. j FOOTER, AND STAIRS,'STAIR FOOTER, AND i EXPIRES 12-31-21 PANELS PER ! PANELS PER FOOTER,;AND REMOVEI I CC v ARCHITECTURAL FAN€L�%pER STAIRS,' R S, ARCHITECTURAL `- - - STAIRS, ST / // /J PLANS / _ FOOTER, AND —V PLANS REMOVE �I / /I ARCHITECTURAL -�\ / �j �i PLANS J' y 7' '' PANELS PER /� /� FOOTER, AP / �� FOOTER TYP, U��)j / ,/ T' ARCHITECTURAL / /I I/� / PANELS/v 'PER DI.01 v / PLANSARCHITE a E �� jj — �' / /// // L�LL�. PLANSLIJ f //j / //' TSAW U YP. SEE !- //// - --. NOTE i r LLL /T SIDEWALK PANELS ✓/ �/ 1 J f j v U ; DUE TO 1 NON-COMPLIANT L j CROSS SLOPE. j REPLACE PER C2.00 SIDEWALK PANELS ., DUE TO I /// NON-COMPLIANT I IJ SHEET NOTES Q o CROSS SLOPE. = # REPLACE PER C2.00 -- 1. LPANELS TO BE REMOVED AT SCORE N \REMOVE REMOVE 2. EXISTING PANEL SIZES ARE APPROZIMATED. z y i// STAIRS, STAIR W STAIRS PER /v FOOTER, AND = W O ARCHITECTURALPANELS PER CA J o PLANS 1 p7T /l ARCHI 11 TECTURAL a, N PROTECT EXISTING PLANS Z Q o SIDEWALK, TPI . /i /I U SIDEWALm V/ SAW CUT K PANELS UW J TYP. DUE TO - / /v NON-COMPLIANT / / - Q Q CROSS SLOPE. - REPLACE PER C2.00 //// 2 ~Lj PROTECT EXISTING =/ f/ BUILDING C F Q // / /i SIDEWA•K, TYP. / / J> Z REMOVE / �� —1 !— !/ // / CJ m V U W / // J O STAIRS, STAIR FOOTER, AND //// .1111 // _ Q Z O PANELS PER !///� / '/•'// '// ARCHITECTURAL f///j v j ul m V PLANS a / = M a —� Ll-111«z Q N C BUILDING B `� �' p PROTECT EXISTING BUILDING OVERHANG - Z C O Q O q V REMOVE AND REPLACE BIKE \ •❑ L_� ORACK, TYP. a O C // PROTECT--- I/ - EXISTING / L Q� SIDEWALK, / LU TYP — _ REMOVE COMMUNITY � STAIRS, STAIR / / FOOTER, AND � PANELS PER ROOM /j / EXISTING CONDITION PRAMS ECTURAI AND DEMO PLAN GRAPHIC SCALE NTON-COMPLIANT ALK PANELS /k � 0 5 �o PROJECT NO // 19036 CROSS SLOPE /� REPLACE PER 1 inch = 5 ft, n czoo TRASH ENCLOSURE' Tizsjzozo REVISIONS:Lx� 9. ®Addendum 001 MW2020 Humber - - - - G Design Group, Inc. .111 nd .946.6690 LLa=< wa hdgpdx.com z o C DEMO PLAN — WEST <a <j C1 .00 "=5' w NEW META: C 1 -0; SHEET LEGEND TPyyE 791 21 STAIRS, TYP. PROPOSED g TP 198.19 f F ) 4' j SEE A1.07 TP E 198.34 I I ! O BENCH, SEE g7ii IP 79819--�. 1._. - - \ ;TP 19$.30 111 STA FOOTER, I�, CONCRETE SIDEWALK 6 i PANS ECTURAL io i� :/ Q i I MATCH EXIS NG TP 1198.29 TTP. TP(E) 198 26 I !7�*F 1 1Qny0 �d �� S#CUT, TTP; .� 'fP 19 .34 9 o ! O � TP(E) 198.26 TP 198 25 TP(E)'198.13 � TP(E) 198.31 �" MATCH EXISTING �TP(E) 198.24 TP.198.26 ---- SAWCUT EXPIRES 12-31-21 f�J `�� 798.09 �j I ��� - ITP(E) 198.39 "I L �" TP 198,32TP(E) 199.2j5- T, 0.2� -!1 �- TP 198.2 r - w " I� - TP 198.3S o MATCH EXI TL IlG 1 �p I_ 1 MATCH E'XI TING I TP 198.17Z% TP 198.78 ,- v TP 798.19 ' ® 69 (£) 798.36 Ci MA)CH EXISTING PEA GRAVEL i -7P }978 t� '`.-J I -� o -`. TP 198.19 I ,0I TA 198.25 / (E) 198.1 _}97. 4 c I - TP(E)198.38 7P 798.24 03 `=J / ._ __. - Z% - - `' 11 -1T (E) P(E) 198.20d E MATCH EXIS 1 TP 198 ,vi TP(E) 198.2 �TP(E) 798.23/� 4 n TP E 198.79 JW/ MATCH`MISTITP(E) TP(E) 198.27 TP 198.26 TP(E) 198.16- TP(E) 198.20 t TP 198.02 _ 7P(E) 198.27 TP(E) 198.23 MATCH EXISTING Ir 1 7P 797.79 _ _ FTP(E) 198.88 1f�TP(E) 198.21 TP 19718 U N TP 1985,JTP 5.on `TP 198.25 \ W o u 5.00' .5.1X7" f� TP 198.491,TP 198.39 l''FP 198 ---- d ; "TP(E) 198.86 - sC4 K a PROPOSE-(). STAIRS. jl I Q 2 PER ARCHITECTUR,L \ l PLANS ~ L I W a TP(E) 198 69(E)/198.67 TP 62 TP 198.68 MATCH EXISTING Z Z O MATCH EXlsnr c TP(E) 198.75 J GENERAL NOTES O N DD.97 TP(E) 798.58 TP X98.74 = 1. ALL PANELS TO BE REMOVED A7 SCORE ~ ' 1P(E) 198.66,,-+- _ �_! JOINT J o m TP(E) 198.64 7P(E) 198.76 Q »H �I MAIC XISTING TP 19873 Q c TP(E) 198.72 TP 198.68 I, U m 6 i 1 - TP 798. O TP 98.71 v �i ,98.69 [BUILDING C p u1 TP 198.70 /� ^ fes. - - L_j 7P 198.65 Y� 13.69' U U Q a TP 198.74- 1 .6 � TP98.81 {�TP(E) 198.77 J W Z TP 198.73 0. TP(E) 198.69 TP(E) 198.77 I 1.0 w TP( 188. 0,37 MATCH EXISTING _ 3. MATCH EXISTING m J O 1m UMATCH EXISTING lTP(E) 798.85(j.3q,TP 199.90y_--Ip W 7p(E) 198.87 J J O �,-D - ,765 -1 Q N d C BUILDING B �snWCUT, TYP- __ Q 2 N Q r` ZO TP(E) 198.84 ❑� I y(1) 198.&9 O Q O - I MATCH EXISTING f- Z ,0 O i - I EV = H O r7P(E) 198.89 i I( MATCH EXISTING�. 5.76' Z_ _ 5 85' - J i �-9(4E)qTP(E)-1 9.00TP 198.801 TP 798.77 P 198.72-"1 W o TP 198.84 °0 1 }I6� TP 198.77 P i98.72� YP(E) 198.721 �MATCH EXISTING . I" 7� �. Y--� TP(E) 198.75 COMMUNffYSTP+99"00 - J TP 198.69 TP 198.72 ROOM J N O TP 198.67 __ __ TP 198 70 N U CIVIL IMPROVEMENT PLAN GRAPHIC SCALEPROJECTNO 0 5 10 5085 TRASH ENCLOSURE w 1 Inc= 5 ft n 1 Z 7/23/2020 TP 198 78 J '� TTP 198.85 _ 1 C U o REVISIONS:® C. 4.92' Q ? ®Addend..d01 9/10/2020 O ❑ ° Humber • U o N o Design =w Group, Inc. as jortland,OR 503.946 6690 hdgpdx.com o CCML IMPROVEMENT PLAN -WEST / 1'=5' Z$ 2.N w SHEET LEGEND � � <�' PROPERTY LINE ! --- -- ASPHALT PAVEMENT j Y'.yF i 10 to 1 y G OF CONCRETE SIDEWALK 5 0 EXPIRES 12-31-21 I I 2"ASPHALT OVERLAY / a a HEAVY CONCRETE W �II ---_ n II IM TO F � sA wcuT � ADJU ED AND L___J U N RA D 2" iL—JJ W o- I vv3 IM TO Q ADJUS D AND RAS D 2" _ I o It GENERAL NOTES Z 0 _ / I 1. ALL PANELS TO BE REMOVED AT SCORE W BUILDING A / NO URVEY_ATA I JOINT w ;N P OVIDED VERIFY Q o m / 2"OVE AY IN V Y FIELD 1° I' /I — I Z N I o 1850' 18.50' /- L J > z / I mJ o wm U / S CUT, T �' I W J ch a 0. Z> r- z ' 'tEEP EXISTING — of ° O _ RIFY I FIELD _ 0 6 TOP OF CURB _ r1+11 �C SLOPE ROM A A O 1 STP 197.97 d STA y (0 O Q a Z J TP 198.02 /) d� a TP 197'8®) r VERIFYFIELD I Q r C LL 8, VER Y IN FI D // Z_ 2 o ' m Y a �— --- -- --- --- ---/- _ — — — — _ r TP 198 23 ° ° 4 U) ~ 1JB.55 °c Q a __— TP(E) 198.266 198.15 ��i- ti-TP 19793 _ _ _ _ _ _ ( z_ MATCH EXISTING ! a \ c v -�. - 2n 9 TP(E)1197 52 MATCH EXISTING—11 TP 198-20. � �� _- -�, � \ a d ° TP 197 98 7 nt' � TP 197.3_ � - -�' I Q � aLLI TP 198211 P_- _ µ�, C19B.'7 18.6' a d o d a ° lO d q °� i (D 1n ib d MATCH EXI�kTIN6 TP(E) 198.14 PRO OSED 197 73 Q `-- TP(E) 198.20) — -- O MAILBOXES, SEE �5(�3�\\ ° a ° °TP 197.7°2 d } TP(E) 198.21 — ARCHITECTURAL Ivi. \ TP .O6 _ I d TP(E),197.72/ I ! J F b a PLANS___------- ° — — u a ° ' 7 TC 98. 62 ° ` TP 199.02 — — - _ I Ca'98.12 a I MATCH EXISTING — — — — — j —'T TP 198.17 I BASEMENT TP 198.19 _ n d CIVIL IMPROVEMENT ShURRY SEAL I PLAN COAT REMAINING I O a d / O a o Y PARKING LO T GRAPHIC r PROJECT NO WITH SELECTIVE ' o 0 19036 �+-TP 198.86 IP 13 07PA VING FOR V 1 inch ft. � PAS AS 7/23/2020REIR SAWCUT, TYP _ 'i MATCH EXISTING I NO SURVEY DATA w I !I I W REVISIONS:® PROVIDED. i- 1948 -1 / _ ®Addendum#01 911012020 LU / as Z BUILDING C1B.so' I R.Sn o -1 j - I — PARCEL 1 V - - - - - - � - - PARCEL 2 Humber a I Design a �- I Group, a G r Inc. MATCH LINE SHEET C2.02 I P, nc. << - LIM — Portland,OR 503.946.6690 hdgpdx.com z CML IMPROVEMENT PLAN - EAST C �a I"=5 c2.01 - _'. SHEET LEGEND IN D ASPHALT PAVEMENT CONCRETE SIDEWALK EXPIRES 12-31-21 U d E ---- SAWCUT W K U � W o- F _ � 3 03 vv3 Q CUIL.L-ANN V - Li - - - - - - - - - - - - - - - - - - -I� I ; GENERAL NOTES Z I! o ! 11, I II I 1 ALL PANELS TO BE REMOVED AT SCORE ~ m ! JOINT LU � o MATCH LINE SHEET C2.01 [BUILDING C �� U vv I Z El O I ,, � 1R.sn• I I � Q ~ > Ev I. J Z m W O U I — — — — — -- ~ Q I- \\ w� I x 0 a W m U LU -i I ❑ I = � 11- Z CJcnO U) M Z Cflo 8.50• I a 8.71• 1 YF'. Q O 7: Q V i Ev H _ O I a � U I SLURRY SEAL I J ,- COAT REMAINING I I J PARKING LOT ; SHEET LEGEND ` GIN Eq AREA DRAIN 1`�yF I ti D G. PEA GRAVEL ExPIREIRES 12-3311 -71 U 1 E tea' BUILDING B U W o H SEE DETAIL o ; U d 3 TC 198.99 - — � 'J\ � o Q � G 198 49 IE=198 50, - - O � a � GENERAL NOTES ` a o J .-� — — — UT = u �FG 198.99 FG 198.9l--: GC 9 198.41 8.41 1. TOTAL SITE IMPERVIOUS AREA IS MANAGED Z G BY(2) FILTER CONTECH CARTRIDGE 0 d �\ CATCHBASIN MEETING CURRENT CWS 0 REQUIREMENTS. PROJECT RQUESTS F "FEE-IN-LIEU" TO ACCOUNT FOR W HYDROMODIFICATION REQUIREMENTS CREATED J o BY THE MODIFICATION OF IMPERVIOUS AREA REQUIRED FOR ADA MAINTENANCE Q o DOWNSTREAM OUTFALL IS CLARIFIED AS "LOW U m PROPERTY LINE RISK AND MODIFIED IMPERIOUS AREA = 1960 SF Z O q STORM DRAINAGE ,Z GRAPHIC SCALE J > Z C 1 =5 ° LLI Q 0 H t inch = 5 ft. _ 0 Q W m U � J J M Q = N Q CU � Z Y � 0 ( Z 0 Q Q7: 0ILL U O Q � O Z Q � w BUILDING B SIDING J .0'MIN., 10'MAX. 3"PERF PIPE z" 4 TYP. � PR R TRA > ADQ ALTERNATE: SEE DETAIL z PFA GRAVEL. WOOD PRESSURE TREATED BOTTOM OF z MATCH INTO - -- - LUMBER WALL �'. SIDING ^' EXISTING GRADE TO ADD ALTERNATE: ExlsnNc STORM DRAINAGE ADD ALTERNATE: LANDSCAPE PEA GRAVEL PRESSURE TREATED _ WALL WHERE TC 198 99 LUMBER WALL WITH APPLICABLE, AREA DRAIN WEEP HOLE AT LOW CURB t SEE PLANS PROJECT NO G 198.49 IE=198.50-� C. POINT GEOTFCHINICAL 19036 J FABRIC ____�_ l — — — — -- U - / 7/23/2020 DRAIN F�-FG 98.99 - - FG 199 \\-TC 198.91 x EXISTING 8.I'll - - '-- G 198.41 LANDSCAPING 2fLF-3"PERF � FLOW ._ _ _. S=0.0101 REVISIONS:/ J ~ MATCH PFA NOTE a ®Adeeneum#01 9110/2020 GRAVEL INTO 1. PROVIDE MAXIMUM SLOPE OF 4.5%WHERE z EXISTING APPLICABLE =o LANDSCAPE 3 w _ PROPERTY LINE__ __ __ __ _ _ Humber Design LL CURB DETAIL Group, Inc. w STORM DRAINAGE — ADD ALTERNATE NTS Portland,OR • 503.946.6690 • hdgpdx.com o C 1„ 5, GRAPHIC SCALE 3 p Z 0 5 10 inch = 5 ft. O o- C3.00 z PLACE WIRE MESH 3"FROM TOP SURFACE Xar"" —CONTRACTION JOINT 7 ^ ; 8"OF CONCRETE lJ a—• PAVEMENT �- •, EXPIRES 12-31-21 o a _ 6„X 6" V WELDED WIRE MESH d o W 14' OF 3/4"-0"AGGREGATE BASE Of COMPACTED SUBGRADE F NOTES: (TOP 12" TO 959,) V n LU c- 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5" f" ^ 2. INSTALL CONTRACTION JOINTS AT 10'O.C. BOTH DIRECTION = 3 3. REBAR TO HAVE A TENSILE YIELD STRENGTH OF 60,000 PSI U v 3 4. AGGREGATE BASE AND THE UPPER 12"OF THE SUBGRADE SHALL BE d' c COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY DETERMINED IN Q = ACCORDANCE WITH ASTM D1557. F 2 HEAVY CONCRETE SECTION 3 NTS 2 — Z SEE NOTE 1 9� \. W 1M"DIA. 3 PLACES. ` 0: Q o • V m� o O Q LU Z METHOD OF INS TAI LA m J O Q � � 1/\0, 1. M"x30"IRON ROD (REBAR) W CO V \ TYP. 3 PLACES. YYv / SEE NOTE 2 AND/OR J J \� 2. EPDXY GROUT IN PLACE. W/2 IRON RODS. E Q Cl) d Q = N Q r— z cy O CPRECAST CONCRETE WHEELSTOP U p NTS O — Q V 0 < o MOTH VARIES r (SEE ARCH. PLANS) Q Q CONCRETE SIDEWALK LO Z 29 MAX.SEE NOTE 2 ~ ( �— ------------ a LEVEL 2LASS HMAC( D LNSE,T) ''f, _. _ -___— -, - Q e ". ��2"o \0 OF J/,"-0 AGGREGATE BASE ; COMPACTED SUBGRADE \/z NOTES: 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5" CIVIL DETAILS. 3'OF J/q"-O"AGGREGATE BASE 2. 29,MAX CONSTRUCTED, 1.59 DESIGN UNLESS OTHERWISE NOTED. 8" OF 1"-0"AGGREGATE BASE PROJECT NO. NOTES: COMPACTED SUBGRADE CONCRETE SIDEWALK 19036 NTS 1. AGGREGATE BASE AND THE UPPER 12"OF THE SUBGRADE SHALL BE U, 7/23/2020 X COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 < REVISIONS:® 2 AC PAVEMENT SHALL BE COMPACTED TO 919 OF THE RICE DENSITY o OF THE MIX. 3 MINIMUM PAVEMENT SECTION SHOWN. IF EXISTING SECTION IS GREATER a ®Addendum#01 9/10/2020 w THAN MINIMUM SHOWN, THE PAVEMENT SECTION SHALL BE z CONSTRUCTED IN KIND. =8 w C,YPICAL PAVEMENT SECTION Humber NTS u Design �w Group, Inc. .'ortland,OR 503 946.6690 hdgpdx fom i o C4.00 z o0 GENERAL NOTES: �►S �� j A COORDINATE DEMOLITION SCOPE WITH ALL OTHER c le PROJECT DOCUMENTS D. B THE REMOVAL AND DEMOLITION DRAWINGS AND 0 NOTES REPRESENT THE OVERALL INTENT FOR THE ENTIRE FACILITY REMOVAL AND DEMOLITION OFj ITEMS AL SYSTEMS ILLUSTRATED OR NOTED, GENERAL OR AS TYPICAL,SHALL BE BINDING ASSIF IF REQUIRED BY ALL AND APPLY TO EACH BUILDING THROUGHOUT THE PROJECT. C DESCRIPTION OF DEMOLITION WORK IS NOT U INTENDED TO BE ALL INCLUSIVE COORDINATE E AREAS,MATERIALS,AND SYSTEMS SCHEDULED FOR d REMOVAL OR WITH PROPOSED PRIOR TO COMMENCEMENT OF ANY WORK W Ix D AT ALL LOCATIONS OF REMOVED OR DEMOLISHED ITEMS AND SYSTEMS WHERE ADJACENT SURFACES F• ARE TO REMAIN,PATCH AND REPAIR AFFECTED V AREA(S)AND ADJACENT SURFACES.AT AREA(S) - REQUIRINGPATCHINGANDREPAIRINGPROVIDE LU o FINISH MATERIALS,COLORS AND TEXTURES TO I— -- - -- - - - - - - - - - --- - -- - - - -- - --- - -- - —— — — —— — — — — —— —— — — —— —— —— — — —— H " MATCH SURROUNDING AREA(S) 2 o g E. DEFINITIONS - DEMOLITION/DEMOLISH:THE DESTRUCTION AND o -- - — - I REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS, Q RECYCLE:RECOVERY OF REMOVED OR DEMOLISHED ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING H IN PREPARATION FOR REUSE a I REMOVE/REMOVAL.DETACH ITEMS FROM EXISTING Q o -_- _ - CONSTRUCTION AND DISPOSE OF THEM OFF SITE = u 0931 UNLESS INDICATED TO BE SALVAGED,RECYCLED,OR REMAIN PROPERTY OF THE OWNER. Z SALVAGE.ITEMS REMOVED FROM EXISTING _ CONSTRUCTION,IN A MANNER TO PREVENT DAMAGE, 0 L ., — D921 AND STORE W - J =J j F LOCATE ALL W IBES,PIPES,UTILITIES,STRUCTURAL J J ..JJJJ - _ III Ir MEMBERS,AND OTHER CRITICAL COMPONENTS TO ;N � I AN0TO ANY VI ITEMWIHICH IIS NOT PART LOFOTHIS PROI ENG CTF Q o SHALL BE REPAIRED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER INCLUDING ANY JI I TESTING OR SPECIAL OBSERVATION TO CORRECT N BUILDING A —�D G GENERABCONT CTORTOTAKEMEASU ES TO Z Q 17 PROTECT EXISTING TREES AND STRI DURING O - I CON TRUCTION & Q a �—� /� �.� =sem KEYNOTE: w 005 _ P - -HI D2 DEMO EXISTING MAILBOXES AND CONCRETE SLAB �I -y�I I I PLANTER LLI m V _-- , �I -- l D83 EXISTING CMU WA TO REMAI W � _—-{_.._4 Q co a r E" ' - - S,. I I ( { I 84 EXISTING WOOD FENCE TO REMAIN D91 REMOVE AND REINSTALL EXISTING WHEELSTOPS AS /��yI( Z } REQUIRED FOR NEW CONSTRUCTION SEE CIVIL J`/) V Q D IN S rte'„ (/) G'7 Jp I� I ✓ I 092 EXISTING PARKING CATCH BASIN TO REMAIN,RESET Q Q HEIGHT AS REQUIRED FOR NEW CONSTRUCTION 'O^ CJ --_ --_r./� D93 EXISTING MANHOLE TO REMAIN.RESET HEIGHT AS 0 _Q a U. { _ —. i I � 0 BUILDING C EXISTING + RE E N _z �_ o v D99 DEMO EXISTING SHRUBS AS REQURIED FOR NEW PARKING ` WORK REPLACE WITH NEW SHRUBS OF SIMILAR ) " ry-- _ SPECIES 70 PROVIDE SIMILAR COVERA E Q Lon' Z BUILDING B �+ h 1 4LL Q � � ul J Y 4'��� ('-1 DEMOLITION SITE PLAN I i \ II PROJECT NO F�1 r g C O M M U N I ` I D92, I 9036 j F r, I ROOM }- 1 I LEGEND: x 7/23/2020 `. I I I Q - - - I ( i I r' DEM EXISTING C NCR TE REVISIONS:® EXISTING D93 (" I WALK A C PAVING FOR NEW z i I WORK,SEE CIVIL DWGS FOR > 1 Addendum p01 9/11/2020 C TRASH \/� <D93, I ----� XTEN OF W RK w o 7777 EXCAVATE EXISTING LANDSCAPE�'w T --___ _SLTS�gIISYTI�l'�1Za.S3 YS F � Imo\ 1 AREA TO A DEPTH AS REQUIRED FOR NEW CONSTUCTION,AREA F °2 LANDSCAPE EXCAVATION=224 SF LL r s � - -- - ---- -- -- -__-_--__ - ----- - - - - - -- --- ----�\-._. - - -- - ---- - - - - - - ---- - =w D84> .D83> m< - -- ¢. z 0 =D ¢a DEMOLITION SITE PLAN T_.� �p_ D1 .01 0 SCALE: 1"=10'4' J o;4 z,_ - -- - - - GENERAL NOTES: - .� A. INSURE 6"CLEARANCE FROM BUILDING FINISH TO GRADE A B. CONNECT ALL NEW DOWNSPOUTS TO EXISTING • d.STORM DRAINS C. MAINTAIN APOSITIVE SLOPE AWAY FROM BUILDING LINE.PROVIDEDE SLOPE TO AREA DRAINS OR OPEN C E ` W 24'-0" 16-0"MIN. f- V ac Lu _ = c 3 ac 0 XD p \ KEYNOTES: < - o = R I F1 n �� \` \ ��� i\ �\ __ 101 PATCH AND REPAIR EXISTING CONCRETE Z �J///���777���F SIDEWALK AS REWIRED FOR NEW CONSTRUCTION O �f ® 103 EXISTING FIRE HYDRANT W t 107 EXISTING PARKING AREA CATCH BASIN J o 108 EXISTING MANHOLE a =N { ,09 AR - IL DWG 110 NEW 72"FLANGE-MOUNT HUNTCO CASCADE LINE Z WILLAMETTE BENCH WITH TW ARMRE TS BUILDING A ° �� `' i ,. `, \ �ti�\ \\.:\\ � \` a __ 00 of I l�� _� III \\� \ \ ` �� _-_- 111 4"PERFORATED PVC FRENCH DRAIN W RAPPED 1 FILTER FABRIC IN 3/4'CRUSHED STONE GRAVEL, m ' —"--— / CONNECT TO EXTr- Ill I G AREA D IN _ W NEW ACCESSIBLE MAILBOXES la!._' 114 NEW CONCRETE RAMP O = F� i i 122 ,• i \` 119 I,,�,AT W M, TYP 101 120 RESTRIPE 9'-0'x 1✓ 1 J U 2 �. „o «w fir- A,. Lu Lu Q M a \ _ -0"ADA PARKING STALL _j- ;02 , T"— 109 21 RESTRIPE B'-0"x18'-0"ADA ACCESS AISLE Q I 1.. Z 1 116 m a. ! �1` - 1 f 122 EXISTING ADA PARKING STALL SIGN N M 0 _._._.__ < -7\..- _ (0 O 123 PAINT EXISTING TRASH ENCLOSURE FIBER CEMENT Z a 12/� .wi SIDING AND WOOD TRIM O c- U A1A2 I „\ i,�\L.\\��\ 1 _ 126 EXISTING WOOD FENCE (7 O ttt""" i Z U7 BUILDING C � ��f- PARKING -- --- 126 EXISTING FDC = �P: O 127 EXISTING CMU WALL I of Z�\ ! LO � � ,B, a _:•. 11111 1 � a� ' ! BUILDING B I � I J (7)EQUA4 JPeCES'AT(PF)1 fIXIMlILELYEACH \... Q • --, : r , — _- � 103 SITE PLAN t9i � Illi �I I ^ I PROJECT NO. 9036 COMMUNITI LEGEND: x 7/23/2020 I 0 ROOM— ——— zl 123 b PROPERTY NE REVISIONS:® o \ SEAL COAT EXSITING PAVI G PE 1 Addendum#01 9/1112020 TRASH 08 \ a (108x., CIVIL DWGS,SELECTIVE PAVING CLOSUR �' `� REPAIRS AS REQUIRED --- -- 1 NEW ASPHALT PAVING PER CIVIL ° -- DWGS.SURFACE SLOPE NOT TO . EXCEED 1:48 109 111 O 00 -. L_.. _-'-__.___..... - - -- __ -- -_ _. _- - NEW CONCRETE WALK/RAMP --•-•-•---- --��•-----•-•-- 127 AREA,BEE CIVIL DWGS .,",�J NEW REPLANT DISTURBED AREA WIT1 - SHR BS OF PLANTED AREA WITH A1 .01 A .0 C SITE PLAN ADJACENT SHRU S.REMAINI G H I SCALE: V=10'-O" AREA PREDOMINATELYREMAINING GROUNDPO� o 1 t A.1 A.2 A.3 A.4 A.5 A.6 A.7 A.8 A.91A 0 GENERAL NOTES: �.tDARCQ� A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, V` �� UNLESS OTHERWISE NOTED.DIMENSIONS ARE n 0" 18'-0' 02 20'-0" i6'-0' 16'-0' 1/'-0' 21'-8' APPROXIMATE AND SHOWN TREFERENCE ONLY. �.] J 1 J 1 i 1 1 t i FIELD VERIFY ALL DIMENSIONS AT EXISTING 235 q L EXTERIOR I CONDITIONS.WALLS THIS • I 1 r ELEVATION _-_ -FTe-tr r"i b B TYPES AND TAG INFORMATION G3.00 FOR WALL '($�$ ON� J H4� rI{I( T F �w G - - t r 1� i L r rr�+ T - �OP 0 ' 51r- _1 --- - --1, -- - - �`c-- C EXISTING AND CONNECT TO EXISTI. PROVIDE DOWNSPOUTS IN SAME NG,UINLESSONS zmk- S , �-'- 14 I i lig' / NOTED OTHERWISE. `,o ST F D. ROOF ATTIC AREAS SCOPE OF WORK: d E I _ I�- oO IR I �I / oo y " IN SLATI:RE MOVE EXISTING BLNG CEI ATTIC o J o ° I INSULATION,AIR SEAL ALL EXISTING CEILING 0 o I - --_I -:_00 -_ -- PENETRATIONS AND PERIMETER WITH SPRAY - ___ FOAM,AND REINSTALL EXISTING ATTIC 7 o ` Oo o`� 1 �o I Y INSULATION.REPLACE NMOISTURr,BNSTALLN , c ' INSULATION DAMAGED BY MOISTURE.INSTALL u -F� r NEW EAVE VENTS WITH BAFFLES AND STATIC U o I I I 18 6 I 16 ` 2 VENTS AT ATTICS A,I,M 8 K TO IMPROVE Lu 2 O 16 J A4.02 VENTILATION.INSULATE AND PROVIDE SUPPORT A4.01 b 16 I i I IL_ll �i� I STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN 216 ` L- THE EXISTING CEILING AND BOTTOM OF ROOF = `o ; DECK.PROVIDE A POSITIVE CONNECTION AT V m 3 I I I I ! I EXISTING DUCTNENT OUTLET AT ROOFS o ALTERNATE#1:ADD BLOWN-IN TO ACHEIVE R-49 Q ` zo3 UNIT 3.1 UNIT 2.2 UNIT 3.2 UNIT 3.2 UNIT 4.2 UNIT 3.2 UNIT 3.2 I UNIT 2.2 UNIT 3.1 IN ALL ATTIC AREAS - A 5� r � 16 15 I 14 13 12 11 10 I 09 I 08 _ 1 r v KEYNOTES: a =- H /� C 203 NEW FIBER CEMENT SIDING,SEE EXTERIOR C /\ •1 A A A- A- _ /L, T -- ELEVATIONS f A Dl -:L4 - C �^"T _ _ I _\v-11-\u/ _- A A �_ ` $ - O9 - 08& -- V'` / I O1 1 1� '-- - - TI.. �,' -- Lu 204 NEWVINYLWINDOW.TYP.-SEE WINDOW SCHEDULE J UB 138" L4 .' I.' ,-, 208 L 118 fOB A 5'� A"5 _ _ - -IIA 5 L4 ON SHEET A9.02 �I Ld i 3 205 NEW EXTERIOR FIBERGLASS DOOR TYP-SEE DOOR SCHEDULE ON SHEET A901 214 A823 I ��20� _ Y- 206 NEW IATHEDDING COLOR DOWNSPOUT,TYP. O 209 I I -PAINTTO MATCH SIDING COLOR Z TVP.ATI o _JI 207 NEW PAINTED STEEL STAIR FRAMING,GUARDRAILS Q COLUMN 0 T07 IJ 207 LAN INGS AILS WITH PRECAST STAIR TREADS AND Q Q STAIR 207 207 A4.01 207 207 TYPE ~ A5.02 TYP OF 6 208 NEW 3-1/2'CONCRETE TOPPING SLAB OVER J Ui 1) '-012' DRAINAGE MAT OVER WATERPROOF MEMBRANE, J Z 23/4"-$'-6112", 10'-5314" 8'-6" ,5'-83/4" 8'-01/Y T-83/4" _ 8'-6" T-83/d' 8'-01f2• 10'-113/4" 4'-113/4', T-83/4" 8'-6" T-83/4" V-01/7 ,5'-8314" 8'-6" 10'-53/4" ''-61/2 ,2'-2314' MATCH EXISTING SLOPE m Q BUILDING A FLOOR PLAN -LEVEL 2 4 4 209 NEW SEELGUARDRAILS-PAINT W m a 3 SCALE: 1/$" 1'-0" 212 EXISTING STEEL GUARDRAILS S NEW PAINT FINISH AND AND PREP FOR J J = U, Q M a- 214 214 EXISTING COLUMN.PAINT. A.1 A.2 A.3 A.4 A.5 A.6 A.7 A.8 A.9 A.10 a 153'-0' �- �,/ 216 NEW GAS ND PAN,CONNECT HEWITHATER/BOILER SEISMIC Z I(_ Ir - - 1 STRAP AND PAN,CONNECT E EXISTING GAS LINE, CJ Cn Q FLUE OUTLET AND DRAINAGE OUTLET 33'-8' 10'-0' 6.0" 6-0' 10'-0' 02_ 20'-0' 10. 0" 6'-0' 6'-0' 10'-0' 35-6' Q H ALL EXTERIOR I 228 EXISTING GAS METER O V 235 I I I 8 I AF'S'WALLS THIS 226 I 231 1 T ELEVATION E (`��A"•n���f-�\/�1-1/�,ti 1 9I'_ u�I__C__ I �� ���_ '�F--Ir -a�� _ __ 229 ELECTRICAL METER AND CONDUIT.,SEE L____ G �' � � � G__________ DETAILS 88 � F Z-_-_-_ 231 NEW FREEZE-PROTECTED HOSE BIBS,TVP. 37_ - OLL 1 I G 235 NEW CEILING-MOUNTED LIGHT FIXTURE.SEE LIGHT Q Q� FIXTURE SCHEDULEQ A 5 J I I I I I 1 T 236 236 NEW WALL-MOUNTED LIGHT FIXTURE,SEE LIGHT FIXTURE SCHEDULE a A 57 237 NEW BLINDS U.I r 1 T I I Lo a I I I I I - 2 LEGEND: °° °° °° o° ^ b O o Q GUARDRAIL TYPE.SEE SHEET A8.04 > � =_= 1 I Ie,.' ® �_�1 ® DOOR TYPE,SEE SHEET A9.01 44 _A 5 9 BUILDING A FLOOR PLANS- ❑ I I I I C T I I I A UNIT4.1 O VINYL WINDOW TYPE.SEE SHEET A9.02 LEVEL 1&2 A 07 UNIT 1.1 I UNIT 1.1 I UNIT 2.1 i UNIT 1.1 I UNIT 1.1 UNIT 4.3 O 1 T INSIDE PROJECT NO. I I ® I os I ® 03 I o2 I I o1 r CORNER ® LIGHT FIXTURE TYPE,SEE SHEET A9.02 190 36 I I I I 203O _ I I I I Y I 1IQ_ v WALL ASSEMBLY TYPE PRIMARY COMPONE N A•( LETTER:EXT.WALL TYPE 1 1-58"STUD T 7/23/2020 _� NUMBER:INT.WALL TYPE 2 2STUDDS _Q _ ' I 21 _ '_D�_-,�- 3 312"STUD �\ B 3 =- __A__A I ,�, - q- q --- 18 - --T- I -A A _ _ - _ X M 5 5-1/2'STUD o REVISIONS: D}-D_ 078 _ _ __ _� o -_B B_ _B_ _ 5 - - _J� _-� _ 16 B 3 _ DESIGNATOR 4 4"STUD ¢ 6"STUD i �\ 5 I / q \ REQUIRED FIRE WALL INSULATION N w i _ 23fi 1 IDS A 0 __.- --- 1 A 5 �_a 3i i 0 _ - 201 A 5 ��_ ___t_ _ - _ _ _ __ _____ _ 4 L2 C 3 - 1 II_k _1_ Il _ 1 T $� A 7 23 _ ' -- C 3 A821 RESISTANCE ON-RA ED A ACOUSTC BATT w ILS - I 1 _ TYP AT 11 HOUR T THERMAL' S ' -'i i OUTSIDE 2 2HOUR 'FOR THICKNESS AND U 8 DS 236 _ al 5 Ai r I CORNER 3 3HOUR R-VALUE,SEE P ASSEMBLY TYPE U NP AT lil� 1 2 I I I 207 212 235 �.z�__ J _\PORCH � ±± _t_-: , I ( ¢ 212 207 � 207 212 2U7 A4.01 1 STAIR TYPE 1. 207 212 7 I I ¢ f A6.01 TYP OF(6) z 14'-0" 161-0* J. 16'-0' J 20'_0' _._ _ 16 0 14'-0' L _ 21'-6" ry� z ,I C BUILDING A FLOOR PLAN_- LEVE, 1 A2.0 o � w 0 It NOTES: BUILDING A ATTIC VENTILATION CALCULATIONS: NO CHANGES TO EXISTING ATTIC VENTILATION FOR ATTICS 8,C,D.E.FAND H. GENERAL NOTES: ATTIC AREA A. ATTIC AREA I ATTIC VENTILATION CALCULATIONS BASED UPON THE OSSC-SECTION 1202 2 1 ATTIC SPACES C.NO OPENING INTO ATTICS GREATER THAN 114"IS PERMITTED -1 1 D.DISTRIBUTE VENTED EAVE BLOCKS EQUALLY AT EACH SIDE PER A DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, AREA 73,228 3 SQ IN 73,228.3$Q IN A. THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 11150(1/300 EXCEPTION-)OF THE ATTIC AREA AREA OF THE SPACE VENTILATED.EACH ATTIC AREA SEPARATED BY FIRE WALLS,PARTITION UNLESS OTHERW ISE NOTED DIMENSIONS ARE AREA VENTING PER 1202 2 1 244 0 SO IN 244.0 SO IN WALLS,SOUND BARRIERS,OR OTHER SIMILAR OBSTRUCTION SHALL BE VENTILATED 'THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/300 APPROXIMATE AND SHOWN FOR REFERENCE ONLY, FIELD VERIFY ALL DIMENSIONS AT EXISTING INDIVIDUALLY AND COMPLY WITH THE VENTILATION REQUIREMENTS FOR THAT SPACE OF THE AREA OF THE SPACE BEING VENTILATED,PER OSSC 1202.2.1 CONDITIONS. EXISTING VENTS 156 0 SQ IN 156 0 SQ IN B ROOF VENTILATION IS ACHIEVED THROUGH A COMBINATION OF CONTINUOUS RIDGE VENTS EXCEPTION 1 PROVIDED THAT NOT LESS THAN 40 PERCENT AND EXISTING ROOF VENTS AND EAVE VENTS NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 250.0 SQ IN 250 0 SO IN 1. RIDGE VENT 18 SQ.IN/1'-0"(LINEAR FOOT) PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF B REFERENCE ASSEMBLY SHEET G3 00 FOR WALL �f 8 NEW EAVE VENTS 2. STATIC VENTS SV(E)1=50 SO IN. THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS TYPES AND TAG INFORMATION 202 0 SQ IN 202 0 SO IN SV(E)2=66 SO IN WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY �Ab SV(N)4=38 SQ IN EAVE VENTS C. OF DOWNSPOUTS IN SAME LOCATIONS AS MO TOTAL PROVIDED 608 0$Q IN 608.0 SQ IN 3. EAVE VENT- 1 75 SQ IN 1 VOW(LINEAR FOOT) EXISTING AND CONNECT TO EXISTING,UNLESS -- /� /L /� NOTED OTHERWISE V A.1 A.2 A.3 (A,4 A.5 A,6 11,7 A.8 A.9 A.10 D ROOF ATTIC AREAS SCOPE OF WORK d E 1 BASE BID:REMOVE EXISTING BLOWN-IN ATTIC A4.02 INSULATION,AIR SEAL ALL EXISTING CEILING W PENETRATIONS AND PERIMETER WITH SPRAY C 19'-6' aII- 14'-0' 16'•0" �4 16'•0" 20'-0' 4 16'-0" 16'-0" 14'-0" 21'-6" i. FOAM,AND REINSTALL EXISTING ATTIC bS DS DS I INSULATION.REPLACE ANY EXISTINGBLOWN-IN I _ __ DS_ _DS DS' INSULATION DAMAGED BY MOISTURE INSTALL U _ - - NEW EAVE VENTS WITH BAFFLES AND STATIC ( I - - - �-:-:k-'- - VENTS AT ATTICS A,I M&KTO IMPROVE W 'i G t. ,__,_,I r_c r ;r VENTILATION.INSULATE AND PROVIDE SUPPORT F I;��:+:� -- ,- - - - - -------- __ ___ _ _ __- - ____ r✓,_ -- _ STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN THE EXISTING CEILING AND BOTTOM OF ROOF A.B _ _ = - - - r'=��- DECK PROVIDER POSITIVE .� ~_J_', _ - __ _ -y _ _ �,F _�'7-""" _ ___ _ _ _ CONNECTION A7 �3 it r' EXISTING DUCTNENT OUTLET AT ROOFS _ -_��,._____,,__• __ __ Vii__ _ �_�__�___�___.'�rr-r _ _ ___ ,r _ I- fY - - - ALTERNATE RI�ADD - - -- _ -- - - BLOWN-IN TO AC HEIVE R-49 a , , , I " _ IN ALL ATTIC AREAS H _ t , - r'``,IL220`� iv 2 p -1 220fT KEYNOTES: - S - 4'1'ar1 1141', - -I- -'��h�i'rr ,l i''I'I , �i� __ __ ___ '--{_' 1 - ?�- -- - 2 203 NEW FIBER CEMENT SIDING,SEE EXTERIOR (-,f'T^� d.'..�F 'I-3'f�' i-II r,'-rrirrr rT.'�'r' rti',',',-,_i',iL','ir _ _ __ ____ _ _I"� ELEVATIONS m L ,-, ii rr ,t „ � „r,,, , ,r -r'-f���a.'i, -' ,rti -3:i-"y_'___r _ A402 A401 '_ __. .(�.y--._..__,I ,_„-•.� r l r, r„-:, „'_ ---,, :, , , -r4' '44' f--- _ „�_ c f'I' rrl „ -- --__-' rri _ , r,r ,, r-r,,., i.r,,.+r ,�r;.'rxa',>n e's .r _�a yi s• r;?r :-err,., - rt�r ri• - 204 NEW VINYL WINDOW TVP- -_LL - SEE WINDOW SCH - - EDULE ' -- -- - � - - N W - - I - O SHEET A902 4r�r - - t��l 22 If220 - }__ s� 1 - 2 6 NEW GAS W - ---- ATER HEATERBOI - LER WITH SEISMIC - 2 ' 3 - - - - --'C: STRAP ANDP - - AN CONNECT ii , r, , r, T ' ;`2r�f' C TO EXISTING GAS LINE _ __ - - - FLUE OUT .`'r-� '��4r'Lrrr LET AND DRAINAGE _ `i.` OUTLET , ' �`'r'-- t i �t r -'`L �.`1"' r`ri i 4. ,r i'rT� _}?.-_______„ rri rt,, ___ i,r r rai f,ri'�i , t'"_ ��1 - _ Iry r irir�_i _ _ - _ _ .'i.."_ -- 220 NEWM � �,1 - Ir1,i l - -- - - - MECHANICAL EXHAUST VENT AT BATHRROM _ ir,��'r'- _ _ __ _ �Tiz'_z3si,�' ',ry__-=__ ,�-�- , M,i,i.ti_ _::Tr,�'`-r i,r-: r':-_ 'r �'.yu _f, _ ___ _____ _ _ __ �__. _ __ ____ _i, ;-,'r�,4,-Y - _ _ ___ _ _ _ i�r r } DUCT TERMINATIONS AT ROOF _ i14'r!' ___ __ __ r1z -, _ _ __ _ _ _ ;-,'r'cf c'd '.� _r r'r 11 'i - - ,'r; =r'�,� - - _ _ -- --- -- -_ - -- - r_ - ' ir��a;�-. �i?ryi, tr�q° _ c , , _Y_ - - - 221 EXISTINGASPHA _-_�_T�-.:�_____�=-=' LT SHINGLE ROOF ASSEMBLY,TYP O -Y--'„`r�rrt`i --__l 'Yrii _ I ,. - ___ - - - '" - - - - �[ --ii-t'-tLr'•{'Iii rf-I'�r'-__.r' S r LL u D_S _<' 115` " EJ-+ j-z1, i�r-` �, - rYJ4'ir�r5 222 EXISTING RIDGE VENT,TYP. i f:'`�11 r'-r'rr rr r' 'f ---------- (A. = rr r ''r,f,,i _ 14 i 'fat,:= =="_'f.' a Q _ _ "Jw - T.-_ - � r'-r ' -Ji`y'i iT '--- -- ' r',' "-`. - ==«-9 �=-=-,F-'- "' -- - - a'-r$'- rte`, `irrr3 '-T-1_ ___-T"- _ Irr „T-_-_---_[_ --- 223 EXISTING GRAVITY VENT AND EXHAUST FAN -T-- ' 4p�-r-_}rt -h,__._ __ r'I�-r >� s4�_ ��:'f i,l'1'rir'. __ _ _ OUTLETS,TYP j LLIZ -1 _ _ _ �i; r r, r,1 =- rl' h , } I rte° _ _11m _.$�-- -IT {__ DS 226 NEW BATHROOM FAN WITH LED LIGHT AND /--« DS T-r - '_r " -, D �-- I r DS -r `-'- OCCUPANCY SENSOR.CEILING RADIATION DAMPER = O AND DUCT TO ROOF DECK W m U J 226 EXISTING ATTIC ACCESS PANEL W J -.I Q c) a 237 NEW BLINDS = CV d C2 BUILDING A ROOF PLAN ar U o SCALE. 1/8"=V-0" \� N CMO O H Ai 1 A.2 A.3 A.4 A.5 A4102 A.6 A.7 A.8 A.10 O v ALL EXTERIOR A S WALLS THIS ELEVATION N r - - -- -1ti-,- - Q A.A --- - }'+arm of 444 1,1 - - -- -- - --- - -- -h i I In \� 'IYrr r'r'r r _- ' G !�-ter+-r 1 '� ���r`rirfzt'- _ '�.,r4i�r'ri��'-rI r' _ r5'rr. rr� G Z �\ - _ _ r 1 `y--rr 't'i 5,1 '� 17T;r I �'?.`- >ii-4fi I .?Ic`I-e`r'r'-I'-r'rrT4' it `i'ir 4'rr A.B ---_-- ; '" I I I -� r,"�T�LTi ,, i'rl� ) '1 ==_- -i4r r;r4'r-r-S rr5 r' r�,rr -_ _ _ �i� E - , - SLI - ii - LEGEND: Q 225 C225- /- - - �F2?5� - ■ ■ EXISTING DRAFTSTOP IN ATTIC ; ----_ --�I '. �---._- LINE OF WALL BELOW 2 A 5 2 BUILDING A FLOOR PLAN- A4.01 �� _f = - - - /� `- v _ EXISTING GUTTER WITH NEW 1 r I les _ i _ __ - LEVEL 3&ROOF -1- I ( 216 DS PREFINSHED SHEET METAL �� DOWNSPOUT `203 , - - - - - - - PROJECT NO SV STATIC VENT 9036 �s�NIT3.1 22s UNIT 2.2 zss izs _ 225J,i, {zz% l _ ir 226 ;226 UNIT 2.2 UNIT 3.1 MECHANICAL VENT G UNIT 3.2 UNIT 3.2 16 15 UNIT 3.2 UNIT 3.2 - 09 08 7/23/2020 - GUARDRAIL TYPE,SEE SHEET A6 04 x �= 14 13 zzs 11 10 - -- A s _ - - - -- _ _ _ UNIT 4.2 ,, r -- rc F O DOOR TYPE,SEE SHEET AS 01 ar REVISIONS Q# ACL G ,� r1' _L,._,,.�y^t,y, , TG, :Gf r I' rl?'_ 12 . 11 s5�-F �.,I is ti �,i + _-__- O VINYL WINDOW TYPE,SEE SHEET A9 02 -r'+r , -ai-� _, ' Tr"�,_ _-----�---_ _ 'i I i"F�;�' 1 i� •_� i,, I t' l�f-rl' r � 'I r--� ' i�i r_I I - >...,`--_�1.' +i--�-r 'ter I _�_ _ 1 " ' !'- _ �.,�.� r'r'''-a�'=ii'i ���`T' 'r''�'`I�,r� ' `-�_^-'-� a LIGHT FIXTURE TYPE,SEE SHEET A902=p 1 -T- 1 I' '!'I I I I i 1 1 I 'I I 1 _ _ I'I I I _ __�_-____� ,'T �r��N_-_ ____ , ,}� ,rv -�___- _ ____-_-__� WALL ASSEMBLY TYPE PRIMARY COMPONENT -'I •__'-I - __-_ ,-L '�I, rA'^-j r�+}T,-r, (A.E� _ _ _ ___ 1-5/8"STUD U ___- 1L' I'�r ^___ LETTER EXT WALL TYPE 1 1- , �____.._�1 NUMBER INT WALL TYPE 2 2- LL� ' 112"STUD 3 4"ST STUD DESIGNATOR 4 4"STUD i w A T X p 5 51/2"STUD ¢r 6 6'STUD � REQUIRED FIRE WALLINSVLATION +U= 1 BUILDING A FLOOR PLAN - LEVEL13 RESISTANCERATING A ACOUSTICBATTT C m NON-RATED `6 A2.02^.O^ \I 1 1 HOUR T THERMAL' 0'= HL L SCALE 1/6"=1-0" 2 2 HOUR FOR THICKNESS AND R-VALUE,SEE w� 3 3HOUR ~O oz ASSEMBLY TYPE z�w s I - GENERAL NOTES: joDA 11 A DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, � �ll UNLESS OTHERWISE NOTED DIMENSIONSARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY 1n.] FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS B REFERENCE ASSEMBLY SHEET G3.00 FOR WALL ale TYPES AND TAG INFORMATION % (Grp Q C PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS I EXISTING AND CONNECT TO EXISTING,UNLESS NOTED OTHERWISE U D ROOF ATTIC AREAS SCOPE OF WORK d o BASE BID:REMOVE EXISTING BLOWN-IN ATTIC W INSULATION,AIR SEAL ALL EXISTING CEILING 2 PENETRATIONS AND PERIMETER WITH SPRAY FOAM,AND REINSTALL EXISTING ATTIC 7 INSULATION.RE PLACE ANY EXISTING BLOWN-IN F INSULATION DAMAGED BY MOISTURE.INSTALL V NEW EAVE VENTS WITH BAFFLES AND STATIC - VENTS AT ATTICS A,I,M 8 K TO IMPROVE W o VENTILATION,INSULATE AND PROVIDE SUPPORT H STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN THE EXISTING CEILING AND BOTTOM OF ROOF DECK PROVIDER POSITNE CONNECTION AT EXISTING DUCTNENT OUTLET AT ROOFS a. o ALTERNATE N1:ADD BLOWN-IN TO ACHEIVE R-49 Q ` IN ALL ATTIC AREAS - H 2 KEYNOTES: a - i 2 203 NEW FIBER CEMENT SIDING SEE EXTERIOR Z = ELEVATIONS O 204 NEW VINYL WINDOW,TYP-SEE WINDOW SCHEDULE ~ m B.1 6.2 (B-T 6.4 6.5 B.1 B.2' B.3 B.5 ON SHEETA 02TERIOR J f v Y .�/ A4.03 A4 03 205 NEW EXTERIOR FIBERGLASS DOOR TVP-SEE DOOR y 38'-0" L 5'-0' L SCHEDULE ON SHEET A901 V m �, I A T ^ D 3 <22� A 5 D 3 207 NEW PAINTED STEEL STAIR FRAMING,GUARDRAILS N 2 5 204 ` 1 T 1 AND HANDRAILS WITH PRECAST STAIR TREADS AND (�� J � /� LANDINGS <228\- Li �O O \� li_,I PS DS Z (B.AI-_- --- -____-- - -• - - q 5 - - (B. J� \SOS ---- - -- - - 2�— - --- 208 NEW 3-1/2'CONCRETE TOPPING SLAB OVER Q Q 1 T - - 22A AI5 \' DRAINAGE MAT OVER WATERPROOF MEMBRANE, 1 T MATCH EXISTING SLOPE Q � a UNIT 1.2 Oi L4 1/8'/FT A T I Lai C- j 'i 209 NEW STEEL GUARDRAILS-PAINT J W Z UNIT 1.1 1H 1 - '✓ STAIR m J 26 20 5 ©�' 216 A6 03 TYPE 3 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR O G,) I 2 STAIR 22 2 I NEW PAINT FINISH Q 5 _l A603 TYPE _ --- _ x O ~ 216 NEW GAS WATER HEATER/BOILER WITH SEISMIC Lumia �� ki � _k _ 207 STRAP AND PAN,CONNECT TO EXISTING GAS LINE, ,L4 J V —_— L--- ( '�—_- J _ ') './ FLUE OUTLET AND DRAINAGE OUTLET J J B.B -� 1___ D ,20\ �J 6 21A - D 3 228 EXISTING GAS METER N a 1 '✓ A821 ,I L4 1 - Q 256 Q N - � TYP AT I �DS 229 EXISTING ELECTRICAL METER AND CONDUIT,SEE I L I- INSIDE G I _ - - {271 , - DETAILS 8&121A8 22 (/� O UNIT 4.2 // C A 511�107j CORNER iii - U q 5 ---i- 25� 1 UNIT 2.1 21 (� 1 T 231 NEW FREEZE-PROTECTED HOSE BIBB,TVP O p 13 - - 1 L4 2 STAIR ,\ I. _ }C 3 1 STAIR 235 NEW CEILING-MOUNTED LIGHT FIXTURE.SEE LIGHT O (.) ALL EXTERIOR - ---- �216J `� A6 01 TYPE 1 3 ' TYPE 1, FIXTURE SCHEDULE 3 WALLS THIS --- �il 1/8-/FT I NII X231,-��L3 - © I A601 SIM ,Q Il' A403 ELEVATION _ A403 - L2 �. (' ''I��4 Q X208 I , 237 NEW BLINDS Z V _._4_ I /�5A> I'" - --!g' -�---- - - - - --_- - --- - - - - - - - ---- - - 1I' r - -— - 724 - A821 P TY AT r 231 1 OUTSIDE ,�I „ T\ A I_ i� UNIT2.2 �`'/�I A403 CORNER L,J _ \J 1 T A403 'w'^^ r I, ,L I 24 - T � 209i I-•�U5 -N V Ln 205 -246 A 5 I I � I LEGEND: J �_ 1 T 20A -= - __ -- -----' --= -- -- - -- - � --T -- _J r 209"• �_ i�/r\ iii 1 r L4 GUARDRAILTYPE SEESHEETA604 > \�✓I I ❑ A821 PORCH �1 t-_ L A 55 �;S - UNIT 4.1 '212 �XXA DOOR TYPE,SEE SHEET A9 01 r UNIT 4.2 OB r� T �20� a > BUILDING B FLOOR PLAN- t A 5 -- 23 ��o+ L4 ALL EXTERIOR - 1 7 XO VINYL WINDOW TYPE,SEE SHEET A902 LEVEL 1&2 -� "ail 11 I WALLS THIS it t 208 0 STAIR ELEVATION C 3 I ISI p 216 �i 1/8"/FT A���6 0%%1-J gIM E 1, I \ B 1 _ I STAIR 11=1 LIGHT FIXTURE TYPE SEE SHEET A9 02 PROJECT NO 1 ,/ \�- J I (r\ � -•R3�> O _2 I�,✓ A6101 TYPE 1 19036 q 5 i ! ,- WALL ASSEMBLY TYPE-� PRIMARY COMPONENT - ,1 �- 1 T I L3'i?' I-` I LETTER.EXT WALL TYPE) 1 1-5/8"STUD 23A 1-L4 tT-T'� NUMBER INT WALLTYPE'I 2 2-1/2"STUD 7/23/2020 1 Ytl 4 __ fJ� ! ,I ��c �_ _______ __�_ .� f ta�gk__ 207 3 3-1/2"STUD -Ti��_ - -�J 2 _ -_-.J �B.EJ-_�`—__-_�-, -r s - L �uJ�_ _-. DESIGNATOR 4 4'STUD Q O u / 3 vO iB 3 C 3 X # 5 5-1/2"STUD 0, REVISIONS:® �� X204 205` A8 23 �\ /\ A 5 6 6'STUD r '/201-/ `.229 LIT 1'T TYP AT 2' 0"{- 0 38'-0" - 5'-0.. a w -I -I - REQUIRED FIRE WALL INSULATION COLUMN �! RESISTANCE RATING NON-INSULATEDw 4 4 - NON-RATED A ACOUSTIC BATT 3 w H A4 03 A 1 1 HOUR T I THE w p 2 2 HOUR 'FOR THCKNESS AND 4 3 3HOUR-VALUE SEE ASSEMBLY U ic TYPE i <1 BUILDING B FLOOR PLAN - LEVEL 2 -i' , BUILDING B FLOOR PLAN - LEVEL-1 1 2 CSALE =1-0'SCALE: 1/8"=1' -- - - --- _- A2.03 - - 3. BUILDING B ATTIC VENTILATION CALCULATIONS: GENERAL NOTES: ��5opl*aI�, ' ATTIC AREA J' ATTIC AREA M' A DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, UNLESS OTHERWISE NOTED DIMENSIONSARE AREA 80.424.0 SQ IN 97,178 4 SO IN APPROXIMATE AND SHOWN FOR REFERENCE ONLY MA -i. FIELD VERIFY ALL DIMENSIONS AT EXISTING AREA VENTING PER 1202 2 1 268 0 SQ IN 323.9 SQ IN CONDITIONS. EXISTING RIDGE VENTS 36 SQ IN 36 SO IN B. REFERENCE ASSEMBLY SHEET G3 00 FOR WALL 2818 EXISTING STATIC VENTS 114 SO IN 119 SQ IN TYPES AND TAG INFORMATION %O NEW STATIC VENTS 152 SQ IN 152 SQ IN C PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS EXISTING AND CONNECT TO EXISTING UNLESS NEW EAVE VENTS 94 5 SQ IN 119 SQ IN NOTED OTHERWISE. U TOTAL PROVIDED 396 5 SQ IN 397 SQ IN D ROOF ATTIC AREAS SCOPE OF WORK d E NOTES BASE INSULATION.AIR SEAL ALL EXISTING CEILING W D:REMOVE EXISTING BLOWN-IN ATTIC NO CHANGES TO EXISTING ATTIC VENTILATION FOR ATTICS L,J,N OR O. PENETRATIONS AND PERIMETER WITH SPRAY d' FOAM,AND REINSTALL EXISTING ATTIC ATTIC VENTILATION CALCULATIONS BASED UPON THE OSSC-SECTION 1202 2 1 ATTIC SPACES: INSULATION REPLACE ANY EXISTING BLOWN-IN V N A. THE NET FREE VENTILATED AREA SHALL NOT 8E LESS THAN 1/150(1/300 EXCEPTION-)OF THE INSULATION DAMAGED BY MOISTURE.INSTALL NEWEAVE VENTS WITH BAFFLES AND STATIC - AREA OF THE SPACE VENTILATED EACH ATTIC AREA SEPARATED BY FIRE WALLS,PARTITION VENTS AT ATTICS A,I,M&K TO IMPROVE W WALLS.SOUND BARRIERS,OR OTHER SIMILAR OBSTRUCTION SHALL BE VENTILATED VENTILATION INSULATE AND PROVIDE SUPPORT INDIVIDUALLY AND COMPLY WITH THE VENTILATION REQUIREMENTS FOR THAT SPACE. FSTRAPS AT ALL EXISTING FLEX DUCTS BETWEEN v R ROOF VENTILATION IS ACHIEVED THROUGH A COMBINATION OF CONTINUOUS RIDGE VENTS THE EXISTING CEILING AND BOTTOM OF ROOF = ; o ; AND EAVE VENTS. DECK.PROVIDE A POSITIVE CONNECTION AT d; 1 RIDGE VENT. 18$Q.IN./1'-0"(LINEAR FOOT) EXISTING DUCTIVENT OUTLET AT ROOFS V 2. STATIC VENTS SV(E)1=50 SQ.IN Ix o SV(E)2=66 SQ.IN. ALTERNATE#1�ADD BLOWN-IN TO ACHEIVE R-49 SO.I 3. EAVE VENT- 1 75 SO.N../1'-0' a ` SV( IN ALL ATTIC AREAS /SO.I(LINEAR FOOT)( F, CNO OPENING INTO ATTICS GREATER THAN 1/4"IS PERMITTED. n D.DISTRIBUTE VENTED EAVE BLOCKS EQUALLY AT EACH SIDE PER ATTIC AREA KEYNOTES: a o— 'THE NET FREE VENTILATED AREA SHALL NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE BEING VENTILATED,PER OSSC 1202.2.1 EXCEPTION 1 PROVIDED THAT NOT LESS THAN 40 203 NEW FIBER CEMENT SIDING,SEE EXTERIOR Z PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED ELEVATIONS O ` BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY F 204 NEW VINYL WINDOW,TYP.-SEE WINDOW SCHEDULE EAVE VENTS ON SHEET A9.02 W - J 216 NEW GAS WATER HEATER/BOILER WITH SEISMIC I, m STRAP AND PAN,CONNECT TO EXISTING GAS LINE, a o FLUE OUTLET AND DRAINAGE OUTLET 2 2 219 NEW GRAVITY VENTS FOR ATTIC VENTILATION 6.3 A4.03 B.4 B.5 6.1 B.2 6.3 A403 B.4 6.5 220 NE MECHANICAL EXHAUST z DUCT TERMINATIONS AT ROOF NT AT BATHRROM 2o I + DS j 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY,TYP Q Q /\ = `�`�'_ ..��'� rS'i-<<<��'�r�T��>>'� :�rri.�� ri _ 222 EXISTING RIDGE VENT,TYP (B.A)- = —Ds r t 4 a (B.A} --- — � 4wt 223 EXISTING GRAVITY VENT AND EXHAUST FAN Z Z T' _O OUTLETS.TYP _ L $ 'f, _ O r�: = m Q 225 NEW BATHROOM FAN WITH LED LIGHT AND Lu OCCUPANCY SENSOR,CEILING RADIATION DAMPER Ix U AND DUCT TO ROOF DECK J J 1l.I Q M d -- -- --------- -� ---------- IT --- --_ - i 226 EXISTING AT ACCESS PANEL = a CN 227 PROVIDE NEW GUTTER OUTLETS IN EXISTING L- Z _ _ } �'3+.'l�•+r GUTTER FOR NEW DOWNSPOUT 13.13�- -✓F __}'J_-:'.�'`� .gid..-__ _ -�rr r` : �'1' _+, -F�`_r=p A 5 - --_ Z 237 NEW BLINDS 20 r'r,,'-If_'_=-.= 5`-a,+.�0s - .h--- 1 T 227 ___L=_ - __-SiTi _ 'DS _ti -z __ \� -{J------Jr'- 20 � ♦ate -''r'_ 225 I (�V p o r_--{=--S'1f= ",.==_,�r-TL:' T `191[ _ _r_____'I"_•I-J A 5 -1=___".�__ _ -___-n _ -__ _ _ __X__ — rtt ,26 3 __ ____"_�__- a �� err i..k__= (cJLt_.1-y /L\ ---- UNI 4.2 r _ ALL EXTERIOR J _ }'___ "21 -ir'SV �i'r'=" 219 .-ti 7= {�__ WALLS THIS �A4 03 =' "_ 3'(NF9 r` __ ______ _______�( A4 03 ELEVATION - ----_ T C' O _ (N)4 #" 4-- _l___rj=-�-__r- - (N) _ ___ L��'..i�i� ~ L (B.C�----- D - FaF#[ C�?sirr� 7/if _ (B.C� --- --- - - ---- - .--- - -- ---- - --- W 1` 1� a_______ ____ ,r(,, _ LEGEND: _ 22 2 5 12" UNIT UNIT 2.2 - A s 1 -! 8"1 12"-__ "___ ---8"/�1.2".f-�_...___ f: A4.03 R\\ / -- ■ ■ EXISTING DRAFTSTOP IN ATTIC ; IS DS - LINE OF WALL BELOW - ______ty�, i�l� 1-` -J �'a- '- j XTERIOR ----- �� .jt' -_1--_--____20-___ _____ _ - ___ ,i _-_} - __ __ ff -- _ "r _ WALLS THIN BUILDING B FLOOR PLANS- ELEVATION ' , rrr�� r - -tea _ - - --- - - ¢__ -- EXISTING GUTTER WITH NEW B.D — —,— -I-- � �_ o'S7- �' *1 1 1 9�.;--- --- �B.D�- -- — : - — ----- ------- -� — ---- LEVEL 3 AND ROOF ( __ __ 4'r S ' __ - __ DS PREFINSHED SHEET METAL {,'.--_--_=--279"�NI�4 �(N !�r- i'�1���',__r _ _ '== DOWNSPOUT 237 - 20� PROJECT NO SV- 19 _ � \ G_ SV Q STATIC VENT"}'__ _----_ lN)4�( __ ______ ___ ` yil DS 19036 SV �T-.--_-_- -_-''_ If �+ (225Y' XJ � - =}--1{ :, (NAi� MECHANICAL VENT -- v 7/23/2020 - ` 226 - O GUARDRAIL TYPE.SEE SHEET A604 NIT 2 --,-_ XMA DOOR TYPE,SEE SHEET A901 ,23' REVISIONS.O XO VINYL WINDOW TYPE,SEE SHEET A9 02 B.E S r'"r ' i_ i-yrs#"�� 4 r-? �i "r `-4'`___ B.\ 1 i rL.:-:,r- '-:..`. .: : :: : :, L' � ~ \/ O O A 5CG LIGHT FIXTURE TYPE,SEE SHEET A902 3 a WALL ASSEMBLY TYPE PRIMARY COMPONENT w LETTER EXT WALL TYPE 11-5/8"STUD U o 36'-8" 4'-4" i T NUMBER INT WALL TYPE 2 2-1/2"STUD y a 4 4 3 3-1/2"STUD < DESIGNATOR-� 4 4'STUD x A4 03 A4.03 X 7< 6 6"iSTUD UD a ¢q 3 REQUIRED FIRE WALL INSULATION £ RESISTANCE RATING - NON-INSULATED Ly / - NON-RATED A ACOUSTIC BATT¢°� O BUILDING B ROOF PLAN m (� BUILDING B FLOOR PLAN - LEVEL 3 - THERMAL' n 2.04 �l 2 2 HOUR FOR THICKNESS AND '/�` SCALE: 1/8"=1'-0" SCALE: 1/8'=T-0" 3 3 HOUR R-VALUE,SEE w pF ASSEMBLY TYPE 0 �s GENERAL NOTES: KEYNOTES:`'> A DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, Ca~ UNLESS OTHERWISE NOTED.DIMENSIONS ARE A" n APPROXIMATE AND SHOWN FOR REFERENCE ONLY FIELD VER200 EXISTING CONCRETE PATIO/STOOP TO REMAIN IFY ALL DIMENSIONS AT EXISTING CONDITIONS • 201 REINSTALL EXISTING FIRE EXTINGUISHER CABINET R REFERENCE ASSEMBLY SHEET G3 DO FOR WALL 291WS TYPES AND TAG INFORMATION 202 REINSTALL EXISTING FIRE PROTECTION PULL ��STATION C PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS EXISTING AND CONNECT TO EXISTING.UNLESS 203 NEW FIBER CEMENT SIDING,SEE EXTERIOR C.1) A4404 C.2) NOTED OTHERWISE ELEVATIONS U D ROOF ATTIC AREAS SCOPE OF WORK204 NEW VINYL WINDOW,TVP-SEE WINDOW SCHEDULE a E BASE BID:REMOVE EXISTING BLOWN-IN ATTIC ON SHEET A902 1. B 3 INSULATION,AIR SEAL ALL EXISTING CEILING LU 205 NEW EXTERIOR FIBERGLASS DOOR,TYP.-SEE DOOR Q' PENETRATIONS AND PERIMETER WITH SPAY t -{204 T -{203 211 FOAM,AND REINSTALL EXISTING ATTIC SCHEDULE ON SHEET A9 01 S(-// / INSULATION REPLACE ANV EXISTING BLOWN-IN --- -- --"--v \ 4 INSULATION DAMAGED BVMOISTURE INSTALL 206 NEW PREFINISHED SHEET METAL DOWNSPOUT TVP. V 1 (q C (C�� -- `-' NEW EAVE VENTS WITH BAFFLES AND STATIC -PAINTTO MATCH SIDING COLOR W o ` .A) — — C 3 ` _ ------ _ -- VENTS AT ATTICS A,I,M&K TO IMPROVE 1 S\ y, 22fi` VENTILATION INSULATE AND PROVIDE SUPPORT 207 NEW PAINTED STEEL STAIR FRAMING, ~ rn ; �r STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN 19B \ /\ / '� THE EXISTING CEILING AND BOTTOM OF ROOF AND HANDRAILS WITH PRECAST STAIR TREADS AND = o ; ` 237 22( 5}-' ' LANDINGS \ "\� G DECK PROVIDE A POSITIVE CONNECTION AT U d 3 EXISTING DUCTNENT OUTLET AT ROOFS c x,208 pi 3 A3 A) 208 NEW 3-1/2•CONCRETE TOPPING SLAB OVER �'� 1',- `""�' - - A 5 ALTERNATE#1:ADD BLOWN-IN TO ACHEIVE R-09 IN ALL ATTIC AREAS DRAINAGE MAT OVER WATERPROOF MEMBRANE, Q 9 MATCH EXISTING SLOPE AH ` _ 1/8"/FT - 3 209 NEW STEEL GUARDRAILS-PAINT UNIT 3.3 A4 oa Q o :- 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR = u 1 T 19 - NEW PAINT FINISH �--- - G Z 0207 f L4 t 214 EXISTING COLUMN,PAINT,TYP O �.� v '-I 19A - - __ - W W GAS WATER HEATER/BOILER TH C•C?— 216 STRAP AND PAN,CONNECT TO EXISTIING GAS LINE, J 2 ` FLUE OUTLET AND DRAINAGE OUTLET ; 235 �___ __ _ A 5 220 NEW MECHANICAL EXHAUST VENT AT BATHRROM Q = A6102 TYPE AIR2 3 ST IR 209 .2�' 1 T DUCT TERMINATIONS AT ROOF 82 7yP AT 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY,TYP COLUMN Z 2 22 2EXISTING RIDGE VENT,TVP O Q I A4 04 ' 223 EXISTING GRAVITY VENT AND EXHAUST FAN Q OUTLETS.TYP ; 225 NEW BATHROOM FAN WITH LED LIGHT AND -, w Z OCCUPANCY SENSOR,CEILING RADIATION DAMPER AND DUCT TO ROOF DECK m O ,)BUILDING C FLOOR PLAN - LEVEL 2 �� 226 EXISTING ATTIC ACCESS PANEL m a U_ _ SCALE 1/8"=1'-0° 228 EXISTING GAS METER J J i ��W co a- 229 220 EXISTING ELECTRICAL METER AND CONDUIT SEE y- = nl CL DETAILS 8&121A8 22 a 231 NEW FREEZE-PROTECTED HOSE BIBB,TVP 0(n � O 235 NEW CEILING-MOUNTED LIGHT FIXTURE,SEE LIGHT O �- FIXTURE SCHEDULE Z Q O �0 V 236 NEW WALL-MOUNTED LIGHT FIXTURE.SEE LIGHT ,~^ W V FIXTURE SCHEDULE a Q 237 NEW BLINDS = O (C.2) (C.1) A4404 (C.2) Q a; 0 YI 44'.0 I. --`281 DS C 31 ,�3j 21��,�236 A 5 �-`,204 /-236` 2�� V Ll7 (ii) T O`J C vL, r LEGEND: (C.A — � '._ _ r_'� — (C.A ----�5 ps y y�'u� nl ° — — J i\/� D -I..Jj- _ -'�'� -- its - -- A 5 ■r M O■ EXISTING DAFTSTOP IN ATTIC x -__ 212 ��JJ I ___ _ _� _ 220' ___ __{-_: o -L__ �''.� �r'•, 1� LINE OF WALL BELOW _ - - � ---- 4 UNIT 1.4 - , ==--1-_-=-__`[ L2 C z� BUILDINGCFLOORPLAN- -__= I --- -- - - EX GUTTER WITH NEW 17 (STING G E __ - - -- ----�-- -- - _ A404 D 3 CJ - A404 =_y'_�j-=_8"/12"-��Ltrr��������;�''`rr�:�:y.��.�-L --`�8•/12'-�-}_�I X202 � DS PREFINSHEDSHEETMETAL LEVELS I,2&ROOF '17A _- DOWNSPOUT (C.B}-_— — - r_,__�_ :� rte. `--_� — (C.B� — — — — -- -. _ - — - - --------------.11 L-_ -__'-__.' - t` ________ _-_-{_ 3 �� {201 i A 5 1 J 3 SV❑ STATIC VENT PROJECTX36 NO _ _ ��221? L A404N 2000 1 T' ___ A404 MECHANICAL VENT J L2 UNIT 1.3 u �'122 �-=-_-= - ' �07 I �_ �' i \ - n 7/23/2020 , t, ATTIC ` _ _ 1$ - _ 235, J GUARDRAIL TYPE,SEE SHEET A6.04 x AREA3 � DOOR TYPE,SEE SHEET A901 - -_-C-_- 1 T dos - _- - -_�-- =� � -`---r--- _ _ pos. l � of REVISIONS: 4\I p$ F� �J TYP 1 � VINYL WINDOW TYPE SEE SHEET A902 ZF DS P,TTIC; 11 X212 / B 3 A 5 C 21 AT INSIDE'A 5 z �1{} AREA 2'' L�-� �1,T A 5 CORNER 1 T' �\� `O LX LIGHT FIXTURE TYPE,SEE SHEET A9.02=$ 2 STAIR 216 22Q I : 3 W ' A6 02 TYPE 2�� fI T-6" 12'.6" OS _ 18'-0" WALL ASSEMBLY TYPE F-PRIMARY COMPONENT W _ -. � 'DS i A 5 0�'A 5 -� I LETTER EXT.WALL TVP 1 1-5/8"STUD El24I TNUMBER INT WALLTYW 2 2-i l2"STUD __2t 3 3-112"STUD � TYP AT-'- A�,04J OUTSIDE .A4 004 DESIGNATOR 4 4•STUD CORNER X # 5 5-1/2"STUD �¢u 6 6"STUD w a REQUIRED FIRE - WALLINSULATION 'a o RESISTANCE RATING - NON-INSULATED E T,1 NON-RATED A ACOUSTIC BATT C 5 III BUILDING C FLOOR PLAN_ LEVEL 1 2 ,HOUR T THERMAL W=IN 3l BUILDING C ROOF PLAN ( r 1 (, — __ _._ _ 3HoUR RORTHI KE -N A2 05 SCALE: 1/8"=1'-0" / j SCALE 118"=1'-0" f 'FOR THICKNESS AND ~ 0 \ i \ -- _—_ ASSEMBLY TYPE O� GENERAL NOTES: �D L" A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, to UNLESS OTHERWISE NOTED.DIMENSIONS ARE D APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS AT EXISTING CONDITIONS. 0 ON B. REFERENCE TYPES AND TAG INFORMATION SHEET G3.00 FOR WALL 2918 v C. PROVIDE DOWNSPOUTS IN SAME LOCATIONS AS %OJr V"�ti,('�0� EXISTING AND CONNECT TO EXISTING,UNLESS NOTED OTHERWISE. U D. ROOF ATTIC AREAS SCOPE OF WORK' d E BASE BID:REMOVE EXISTING BLOWN-IN ATTIC W INSULATION,AIR SEAL ALL EXISTING CEILING C PENETRATIONS AND PERIMETER WITH SPRAY FOAM,AND REINSTALL EXISTING ATTIC 7 INSULATION.REPLACE ANY EXISTING BLOWN-IN F- NSULATION DAMAGED BY MOISTURE.INSTALL U NEW EAVE VENTS WITH BAFFLES AND STATIC W o VENTS AT ATTICS A,I,M 6 K TO IMPROVE VENTILATION.INSULATE AND PROVIDE SUPPORT F '. STRAPS AT ALL EXISTING FLEX DUCTS BETWEEN ; THE EXISTING CEILING AND BOTTOM OF ROOF x 3 DECK.PROVIDE A POSITIVE CONNECTION AT EXISTING DUCTIVENT OUTLET AT ROOFS Im `o ALTERNATE IM:ADD BLOWN-IN TO ACHENE R49 ` IN ALL ATTIC AREAS F KEYNOTES: 4c '— x 203 NEW FIBER CEMENT SIDING,SEE EXTERIOR Z ELEVATIONS O F s 204 NEW VINYL WINDOW,TYP.-SEE WINDOW SCHEDULE W r ON SHEET A9.02 J �e 205 NEW EXTERIOR FIBERGLASS DOOR,TYP.-SEE DOOR SCHEDULE ON SHEET A9.01 Q o V 0� 206 NEW PREFINISHED SHEET METAL DOWNSPOUT,TYP. -PAINTTO MATCH SIDING COLOR Z 212 EXISTING STEEL GUARDRAILS-SAND AND PREP FOR O NEW PAINT FINISH — Q 216 NEW GAS WATER HEATERBOILER WITH SEISMIC Q Q STRAP AND PAN,CONNECT TO EXISTING GAS LINE, _ FLUE OUTLET AND DRAINAGE OUTLET J LU Z 221 EXISTING ASPHALT SHINGLE ROOF ASSEMBLY,TYP. m :) O 222 EXISTING RIDGE VENT,TYP. W m Q 223 EXISTING GRAVITY VENT AND EXHAUST FAN J J OUTLETS,TYP. W Q M d 228 EXISTING GAS METER = N d ( pi V Q n 229 EXISTING ELECTRICAL METER AND CONDUIT,SEE _ Z aD.2 DETAILS 8&12/AB.22 N� � O ! 234 NEW PTHP Z O Q I 237 NEW BLINDS Q Q' V — Q L 212 1 T 4 4 ' C C fl_J C C �1 Z (D.AY--—os s — (D.A� 234 o� OFFICE z 3 237 Cw7 204 Aa02 30 ALEGEND: Q L j I ��� 30A COMMUNITY ;! J ./1TY1 6 ( ROOM C' i EXISTING DRAFTSTOP IN ATTIC ; 04 A 5 I 2 3 27 A T LINE OF WALL BELOW ��� 1 T A n COMMUNITY BUILDING- t-_ l-i- KIT � 216 EXISTING GUTTER WITH NEW FLOOR PLAN &ROOF KITCHEN I 7 6 i!2" DS PREFINSHED SHEET METAL FIELD VERT DOWNSPOUT PROJECT NO. 31 LAUND - SV STATIC VENT i 19036 I ' MECHANICAL VENT JOX GUARDRAIL TYPE,SEE SHEET A6.04 DS DS 723/2020 2 X u (D.B} ---- �' -- (D'8�--- -_ - J ---- O DOOR TYPE.SEE SHEET A9.01 REVISIONS: TIL A 5 229 205 226 XO VINYL WINDOW TYPE.SEE SHEET A9.029 3 I 28 , T� z 1 T 8 T LIGHT FURURE TYPE,SEE SHEET A9.02= A4.04 .04 ® WALL ASSEMBLY TYPE PRMARY COMPONENT S LETTER.EXT.WALL TYPE 1 1-Sl8"STUD h 3 NUMBER:INT.WALL TYPE 2 2-1/2"STUD LL 3 31/2"STUD a DESIGNATOR 1 4 4"STUD = X # 5 5-1/2"STUD a _ 6 6"STUD w Q� rn i REQUIRED FIRE WALL INSULATION Oo /// ��, \\\ RESISTANCE RATING - NOWINSULATED- C COMMUNITY BUILDING ROOF PLAN OCOMMUNITY ROOM FLOOR PLAN - NON-RATED A ACOUSTIC BATT�n /� ^.O/1 SCALE: 1/8"=V-0" SCALE: 118"=1'-0" 1 1 HOUR T THERMAL' p '//y\`L {/U` 2 2 HOUR -FOR THICKNESS AND �j c 3 3 HOUR R-VALUE,SEE ~o ASSEMBLY TYPE z ox' P.-z PT-1 Pr-3 PTI PT-2 Pr3 PrI LEGEND: �S� D�CQf� UNIT TBD 0 0 - UNIT ENTRY DOORS �=Yi Y' F • 0 ON 2918 / HORIZONTAL FIBER CEMENT SIDING-8'LAP OF pR ' V PTa:TBD W0 LE.E-; I _ — HORIZONTAL FIBER CEMENT SIDING-4"LAP W ROOF FASCIA WOOD COLUMNS,FIBER CEMENT CAP&BASE DOWNSPOUTS � o "_.. PTI:TBD W o m CA VERTICAL B RD AND BATTENS-12 f' LE�LEC _ VERTICAL BOARD AND BATTENS-24" ~ ; - -- -- - HORIZONTAL ANO VERTICAL TRIM = ° ; STEEL GUARD RAILS p" e PTS:TBD Q STAIR STEEL STRINGERS 6 POSTS n H IP 5 PT-3 = a BUILDING A SOUTH COLOR ELEVATION Z 2 Cl SCALE. 1 8"=1'O" I.- Lu > F W r —1 PT-2. PT-3 PTI PT-3 0: ; Q 62 c o o u ROOF Q Q 26'-65W Lu z PT4 m O — "-- --- 3 LEVEL3 W m Q 18'-51rr _ I 0: J J - - Q Q A 11 LEVEL D > z 9.23/4" (n O m m N M 0 F- L--i.. O �_ U 'I LEVEL 1 Y (' L z co — O BUILDING A NORTH COLOR ELEVATION _ z 3 SCALE 1/8"=1'-O" Q W C7 Ln PT-3 PT 2 Q Pr-z PT-a T� � J COLOR ELEVATIONS L� ROOF 26'-65V 26'-658" PROJECT NO. .. - 19036 - � ^TI LEVEl3 LEVELS rI 7/23/2020 18'-s Lz- mj o - /, m7 16'-51/2" i a w REVISIONSA MSI`-11 z � I; 2� 1 AdtlenOum q01 9/11/2020 PTI a LEVEL - LEVEL2 cl w 9-23/4" m 9-2314"V ?i m — PT-3 PTI pT_5 - _ - - y8 _ PTI LEVEL 11S LEVEL 0'-cr PT-5� PT-0 z° C BUILDING A WEST COLOR ELEVATION 4 BUILDING A EAST COLOR ELEVATION A*'Oil 0 SCALE: 1!8"=1'-O" �J SCALE 1/8"=1'-O" u;a i�k' LEGEND: ,� PT-1.TBD V A UNIT ENTRY DOORS tin, 0 ON X18 PT-2:TBD -. HORIZONTAL FIBER CEMENT SIDING-8'LAP _ 'i7 OF O� U PT-1:TBD D_ HORIZONTAL FIBER CEMENT SIDING-4'LAP W ROOF FASCIA a. -_---- WOOD COLUMNS,FIBER CEMENT CAP 8 BASE w ® DOWNSPOUTS U PTS:TBD W c- VERTICAL BOARD AND BATTENS-12' f„ VERTICAL BOARD AND BATTENS-24' _ V- HORIZONTALANDVERTICALTRIM = � ; STEEL GUARDRAILS ; SBF26' B It PT-5:TBD Q STAIR STEEL STRINGERS 6 POSTS � a LEVEL3 rl _ _ _ 8'LEV5EL3�L Q ____.__. __--___— — — — 18'.51/2• _... 1 - 112' = x Zd 0 OlFf PTI " F A N t n W ., _.. _. LEVEL2 it -i o n 9'•2314' K H PT-3 PTS ELA PTA U w u, 424 PT-5 Q o LEVEL 1 LEVEL 1 z 0. 0 O _ 0 Q Q J W z a` BUILDING B WEST COLOR ELEVATION BUILDING B SOUTH COLOR ELEVATION a o °- SCALE: 1/8"=1'-0" SCALE: 1/8"=V-0" W m Q J U � J J W Q M d N Dern z cy O Z ( O Q O — � v Z 7, O PT-4 PT-3 PT-2 = E N Q � z W V Q r u ROOF !L _ � _ ROO J 26'-658' '�T YFi'•f15�8" J PT-2 PT-4 __... LEVEL 31 eVEL, COLOR ELEVATIONS sv PT-3 PROJECT NO. PT-1 _ "T•4 19036 LEVER ti ----- -- LEVEL2 x••2314' - 9--z31a' 7/23/2020 X PT-4 Q PT-5 LEVEL 1 EL7- REVISIONS:# LEV 1 u��ym 1 Addendum 001 9/11/2020 0'-0' P-0' S� PT PTS 421 403 i� BUILDING B EAST COLOR ELEVATION BUILDING B NORTH COLOR ELEVATION N SCALE 1/8"=1'-0" 2 SCALE. 1/8"=1'-O" A10.02 Hl 1 LEGEND: _ ROOF lk PT-1:TBD n RC1 -'x'•65/8' -- - UNIT ENTRY DOORS 7 A � 0 ON X18 LEVEL 3 _ - LEVEL 3 PT-2:TBD PT-2 _-... - PT-418'-51/2• ___... _ 18'-51/2 HORIZONTAL FIBER CEMENT SIDING-8•LAP SOF Op�O PT-3 PT-3 PT-2 a. PTa:TBD 0 LEVEL 2 _ -'.'.'*-^'...�.- ---- LEVEL 2 A PTd 9-2314" PTd 9 23/4 HORIZONTAL FIBER CEMENT SIDING-4"LAP LU O WOOD COLUMNS,FIBER CEMENT CAP 8 BASE " �1 DOWNSPOUTS F U _ PT-4:TBD W o LEVOEL01 LEVEL 1 VERTICAL BOARD AND BATTENS-12• F 0'-0" {� VERTICAL BOARD AND BATTENS-24' u PT-5 PT-4 PT 5 HORIZONTAL AND VERTICAL TRIM = 0 3 STEEL GUARDRAILS U d 3 D� `o PTS:TBD Q C BUILDING C WEST COLOR ELEVATION C BUILDING C SOUTH COLOR ELEVATION STAIR STEEL STRINGERS B POSTS - SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 6' Qo— S -- ROOF ROOF �1 _ x 26'-6518• ------ 26'-65/8" �/ 2 � O H o m LEVELS - _ LEVELS _ J a 18'•51/2"�•_ --._.... _-.__-._-_-_—._ 18'-51/2'�� R' 3 m PT-2 Q PT-2 -• it _ y PTd m� PT-4 PT-3 _Tr PT-5 LEVEL2 PT-3 ___.. LEVEL 2f1 -p p-_--- W-23/4• - —y 9'-23/4 Y O. MEVEL1 3 LEVEL 1 J LU— J Z W m Q co J V BUILDING C NORTH COLOR ELEVATION a BUILDING C EAST COLOR ELEVATION W Q - a a. SCALE: 1/8"=1'-0" SCALE. 1/8"=1'-0" Q ti Q CU) Z W O Z CO O Q O - 0 v O �Q z O _ ~ 0 PT-4 Q O PT-1 PTd Z PT-3 PT-3 PT-3 Q LEVEL 1 � _ w 01-0. PT-14 LEVEL 1 a Lo J J_ C COMMUNITY ROOM NORTH COLOR ELEVATION COMMUNITY_ ROOM WEST COLOR ELEVATION SCALE. 1/8"=1'-0" SCALE: 1/8"=1'-O" COLOR ELEVATIONS PROJECT NO. 19036 �\ 7/23/2020 o. o REVISIONS:® a 1 Addendum 001 9/11/2020 PT-4 PT-1 PT-3 Z WW�§jj 2¢ PT-3 PT d - PT-4 3 w W S oL 1 EL LEVEO S 0 I n 2�u Q V W C COMMUNITY ROOM SOUTH COLOR ELEVATION C COMMUNITY ROOM EAST COLOR ELEVATION 7 SCALE: 1/8"=1'-0" $ z o Al 0.03 Z��