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Plans (90) SIT2020- 00017 OFFICE COVILLAGE AT WASHINGTON SQUARE REHABILITATION 01PY v P. Nn 111575 111591 11161 , 11163 SW HALL BOULEVARD 29 ��o OFFICE (;Opy , �� PROJECT TEAM : TIGARD OR 97223 OF 00 - OWNER a ° COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 6380 SW CAPITOL HIGHWAY PORTLAND, OR 97239 ~ o CAMERON LITTLE (503) 293-4038 2 03 ARCHITECT 3 .; U % CARLETON HART ARCHITECTURE PC Q 830 SW 10TH AVENUE #200 PORTLAND, OREGON 97205 EARLCARSON Q — (503) 206-3179 X N Z N GENERAL CONTRACTOR N W .- N LMC CONSTRUCTION 19200 SW TETON AVENUE ' y N TUALATIN, OREGON 97062 Q KYLE ANDERSON ' U (503) 646-0521 u; Z DEVELOPMENT CONSULTANT �'-• II ��� O � If HOUSING DEVELOPMENT CENTER . ,, �� • -_ .* ,�'� -��" � � ; 847 NE 19TH AVENUE, SUITE 150 l III �� Ilff J W I11I PORTLAND, OREGON 97232 L I � ,� m J LYNN LINDGREN-SCHREUDER (503) 335-3668 W m W IIS _ � � �� `�� �� J (n STRUCTURAL ENGINEER I ho, t. II 1 � w Q r, 'ImII TM RIPPEY ENGINEERING rw ,�� ��` •I' " �����+ � �� � i. 7650 SW BEVELAND STREET, SUITE 100 111111 ��� II CY C/) TIGARD OREGON 97224 ""' � W I DOUG GANNETT Z a r Y (503) 443-3900 I � - - e_n ... u. ..+, a . . ., yy i,� ,:. r ... er xa.. ._.. . .. '1` to 1. s, L r L.L O CIVIL ENGINEER :r..: z o W HUMBER DESIGN GROUP N ~ 117 SE TAYLOR ST, SUITE 001 Q PORTLAND, OR 97214 DAVE HUMBER r (503) 946-5370Lo Q r LU RD C NF RMATION : 1 a J r 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 Control INCLUDES REPLACING SIDING, WINDOWS, DOORS, COMMUNITY ROOM SPACE. 3. COMPLETE HEATING, VENTILATING, AND AIR City of Tigard Erosion Control Schedule Inspections: PROJECT NO.To AND DOWNSPOUTS. SIDING WILL BE A RAINSCREEN SITE AREA: 36772 SF CONDITIONING SYSTEMS. Call (503) 639-4175 19036 SYSTEM AND INCLUDE SELECTIVE REPLACEMENT SITE WORK INCLUDES RENOVATION OR 4. COMPLETE PLUMBING SYSTEMS. Initial inspection: FOR SHEATHING. EXTERIOR STAIRS, PORTIONS OF REPLACEMENT FOR DETERIORATED PAVEMENT - Prior to footing impectlon DECK AND RAILINGS WILL BE REPLACE WITH AT EXISTING PARKING AREA AND GRADING AND TAX LOT #: 1S135DA-4600 Final inspection: MOISTURE-RESISTANT MATERIALS WITH SELECT DRAINAGE IMPROVEMENTS TO INSURE P o toflna buiWnAlropec on X 7/23/2020 REPLACEMENT OF WOOD DECK AND SHEATHING ADEQUATE DRAINAGE AWAY FROM BUILDINGS. ZONING: MUR-1 (MIXED USE RESIDENTIAL 1) - -- �_— _— 1 a SUPPORT STRUCTURE - 0 , REVISIONS:A WD VALIT)Irf OF PERM ? Cli`Y OF TIGARD OFFICE COPY 1 Addendum#01 9/11/2020 THE Is CAN L of A PEann 6�. q roV®d b Panning CITY OF TIGARD, w o Bi&ED Oi4 Got 6TRUCTION 9� Ph 0 DOCt S AND OTHER — �. j� 2 .Z.?) REVIEWED FOR GJllL COMPLIANCE a DATA SHALL RIOT PREVENT 'QT a Date: 0 oti _ Arrrntiea.�{,�l _11 - DATA TH C'JE OFFICIAL FROM Initials: �"�--- O rC: u THE,CORRECTION T� [ , °o F tItiROHS. O$SC 105.4 Cq,Q Permit #: _SI f�Oa© -OL"1 O J � Address: I S� Sw 1-1 r l l 8)V tJ i L y�'Gy Suite #: I Lug�, Date: p-a�-� w SWFRFP AFFL ST. to - - - - 0 0 rn � - � U Lij G1 . 01 o o 7N >E o ax Z 0U a ABBREVIATIONS: DRAWING SYMBOLS : GENERAL_ PROJECT NOTES : DRAWING SHEET INDEX DETAIL A. THESE NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY GENERAL [ANP. Cj A/C AIR CONDITIONING HORZ HORIZONTAL SC SOLID CORE SIM DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS,AND G1.01 COVER SHEET M wi ABS ACRONITRILE BUTADIENE STYRENE HT HEIGHT SD SMOKE DETECTOR 1 NOTES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ON G1.02 ABBREVIATIONS, SYMBOLS &SHEET INDEX A101 - DRAWING NUMBER SUCH FORM AS REQUIRED BY THE CONTRACT DOCUMENTS. ANY WORK • ACT ACOUSTICAL CEILING TILE HVAC HEATING, VENTILATING,AND AIR SF SQUARE FOOT OR FEET DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY G1.03 BUILDING INFORMATION SHEET NUMBER PO D, D GON ADJ ADJACENT CONDITIONING SIM SIMILAR SHALL BE DONE AT THE CONTRACTOR'S RISK. G1.04 SURVEY, FOR REFERENCE ONLY �y �'$ N AFF ABOVE FINISHED FLOOR HW HOT WATER SPEC SPECIFICATION G3.01 WA L WA}L ASSEMBLIES l�qAHU AIR HANDLING UNIT SQ SQUARE BUILDING SECTION B, THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL VVAHJ AUTHORITY HAVING JURISDICTION IAQ INDOOR AIR QUALITY SQIN SQUAREIN SIM DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE ��1ALT ALTERNATE IBC INTERNATIONAL BUILDING CODE SQ YD SQUAREYARD OR MORE DESIGN ELEMENTS.ANY ALTERATION, MODIFICATION, DELETION, IVILNOTESA101 DRAWING NUMBER OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL ALUM ALUMINUM ID INSIDE DIAMETER SS STAINLESS STEEL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND U APPROX APPROXIMATE IN NCH OR INCHES ST STREET SHEET NUMBER EXISTING CONDITIONS ]DEMOPLANAPPROVAL OF THE ARCHITECT. APT APARTMENT INSUL INSULATION STC SOUND TRANSMISSION CLASSS WALL SECTION IVIL IMPROVEMENT PLf1E AUX AUXILIARY INT INTERIOR STL STEEL SIM CIVIL IMPROVEMENT PLC. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME wAV AUDIO VISUAL STOR STORAGE TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. CIVIL IMPROVEMENT PLAVG AVERAGE JAN JANITOR SV SHEET VINYL A101 DRAWING NUMBER JT JOINT SHEET NUMBER D. IF ANY DISCREPANCIES ARE KNOWN OR DISCOVERED BETWEEN THE STORM DRAINAGE BALC BALCONY T&G TONGUE&GROOVE DRAWINGS AND SPECIFICATIONS AND OBSERVED OR VERIFIED CONDITIONS CIVIL DETAILSEXTERIOR ELEVATIONBLDG BUILDING KD KNOCKED DOWN TB TOWEL BAR AT THE PROJECT, CONTRACTOR SHALL REPORT THESE ITEMS PROMPTLY TO _THE ARCHITECT IN WRITING.BLT BORROWED LIGHT TEMP TEMPORARY N w o m BM BEAM LAM LAMINATE TFF TOP OF FINISH FLOOR A101 -- DRAWING NUMBER D1.01 DEMOLITION SITE PLAN F- BOS BOTTOM OF STEEL LAV LAVATORY THRU THROUGH - SHEET NUMBER E. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE - 3 BOT BOTTOM LB POUNDS TO TOP OF DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CROSS D2.01 BUILDING A DEMO FLOOR PLAN- LEVEL 1 &2 = 0 3 LDR LEADER TOB TOP OF BEAM A INTERIOR ELEVATION CHECK THE DRAWINGS AND DIMENSIONS SHOWN WITH RELATED D2.02 BUILDING A DEMO FLOOR PLANS-LEVEL 3& ROOF U w 3 BR BEDROOM REQUIREMENTS IDENTIFIED ON OTHER TRADE DRAWINGS (CIVIL, LED LIGHT-EMITTING DIODE TOC TOP OF CONCRETE1 LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND D2.03 BUILDING B DEMO FLOOR PLAN- LEVEL 1 &2 0 CAB CABINET LIN LINEAR TOC FTG TOP OF CONCRETE FOOTING DRAWING NUMBER OTHER DRAWINGS AS APPLICABLE). NOTIFY ARCHITECT OF ANY D2.04 BUILDING B DEMO FLOOR PLANS- LEVEL 3 AND ROOF Q CALC CALCULATE LINO LINOLEUM TO WALL TOP OF WALL (AX DISCREPANCIES IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. D2.05 BUILDING C DEMO FLOOR PLAN - LEVELS 1, 2 & ROOF CATV COMMUNITY ANTENNA TELEVISION SHEET NUMBER H LM LUMEN TOF TOP OF FOOTING D2.06 COMMUNITY BUILDING -DEMO FLOOR PLAN & ROOF o CG CORNER GUARD LOC LOCATION TOJ TOP OF JOIST F. PROVIDE BLOCKING, BACKING, FRAMING FOR REQUIRED FASTENING AND 0 CJ CONTROL JOINT TOM TOP OF MASONRYDIMENSION TO FACE OF SUPPORT WITHIN ALL WALLS HAVING WALL-MOUNTED COMPONENTS. D3.02 DEMOLITION ENLARGED PLANS Q o CL CENTER LINE MAINT MAINTENANCE TOP TOP OF PARAPET 1 1l4FRAMING, FACE OF" = N CONCRETE, GRIDLINE, # CLG CEILING MATL MATERIAL TOPO TOPOGRAPHY G. ALL DETAIL CALLOUTS ARE TYPICAL AND ASSUMED TO BE IN MULTIPLE ARCHITECTURAL OR AS NOTED LOCATIONS THROUGHOUT THE PROJECT. PRIOR TO BID, ALL LOCATIONS Z CLR CLEAR MAX MAXIMUM TOT TOP OF TRUSS . A101 SITE PLAN AND QUANTITIES SHALL BE OBSERVED AND INCLUDED IN THE COST OF THE 0 d N CMU CONCRETE MASONRY UNIT MDO MEDIUM DENSITY OVERLAY TOW TOP OF WALL WORK. > CO CLEANOUT MECH MECHANICAL TPD TOILET PAPER DISPENSER A2.01 BUILDING A FLOOR PLANS- LEVEL 1 &2 W y N MFR MANUFACTURER KEYNOTE COL COLUMN TR TOWEL RACK H. WHERE A GIVEN MATERIAL IS INDICATED IN DRAWINGS OR SPECIFICATIONS, A2.02 BUILDING A FLOOR PLAN - LEVEL 3 & ROOF .J o COMB COMBINATION, COMBINED MH MANHOLE TYP TYPICAL IT SHALL BE PROVIDED THROUGHOUT THE LENGTH AND HEIGHT OF WALLS, A2.03 BUILDING B FLOOR PLAN - LEVEL 1 &2 ? KEYNOTE NUMBER 3 N CONC CONCRETE MIN MINIMUM PARTITIONS, PANELS, WINDOWS,AND OTHER CONTIGUOUS SECTIONS, OR IN A2.04 BUILDING B FLOOR PLANS- LEVEL 3 AND ROOF MISC MISCELLANEOUS THE ASSEMBLY DETAIL IN WHICH IT OCCURS, FOR OTHER SIMILAR Q o m COND CONDITION U HEAT TRANSFER COEFFICIENT A2.05 BUILDING C FLOOR PLAN- LEVELS 1, 2 & ROOF a CONT CONTINUE MO MASONRY OPENING LION UNLESS OTHERWISE NOTED DOOR TAG LOCATIONS THROUGHOUT THE PROJECT, UNLESS ANOTHER MATERIAL IS INDICATED OR OTHERWISE NOTED. A2.06 COMMUNITY BUILDING- FLOOR PLAN & ROOF V n COORD COORDINATE MR MOISTURE RESISTANT UV ULTRAVIOLET MTL METAL CORR CORRIDOR tt DOOR NUMBER- REFER TO A3.02 ENLARGED PLANS CPT CARPET MULL MULLION VAR VARIES DOOR SCHEDULE I. CONTRACTOR TEM SHALL PROTECT O PROGRESS WORK FROM WEATHER, Z PROVIDE TEMPORARY COVER TO PREVENT WATER INFILTRATION INTO THE CRI COLOR RENDERING INDEX MULT MULTIPLE VB VINYL BASE BUILDING INTERIOR OR WIND DAMAGE DURING CONSTRUCTION. A4.01 EXTERIOR ELEVATIONS- BUILDING A O CT CERAMIC TILE VCT VINYL COMPOSITION TILE A4.02 EXTERIOR ELEVATIONS- BUILDING A 0 CTB CERAMIC TILE BASE N NORTH VENT VENTILATION FINISH TAG J. REPLACEMENT OF ALL MATERIALS FOUND WITH MICROBIAL GROWTH, A4.03 EXTERIOR ELEVATIONS- BUILDING B CTRL CONTROL (N) NEW VEST VESTIBULE - - FINISH MATERIAL MOISTURE DAMAGE, OR DECAY WITHIN OR ADJACENT TO THE AREA OF A4.04 EXTERIOR ELEVATIONS- BUILDING C &COMMUNITY ROOM Q Q CTV CABLE TELEVISION NA NOT APPLICABLE VOC VOLATILE ORGANIC COMPOUND WORK IS REQUIRED. A PROTOCOL MAY BE ESTABLISHED BY AN INDUSTRIAL A5.01 BUILDING SECTION J w CU CUBIC HYGIENIST FOR THE IDENTIFICATION, REMOVAL AND TREATMENT OF NAT NATURAL VOL VOLUME A6.01 VERTICAL CIRCULATION J MICROBIAL GROWTH. m CW COLD WATER NFC NATIONAL FIRE CODE VWC VINYL WALL COVERING A6.02 VERTICAL CIRCULATION NFPA NATIONAL FIRE PROTECTION VWF VINYL WALL FABRIC WINDOW TAG A6.03 VERTICAL CIRCULATION ASSOCIATIONK. DEMOLITION SCOPE DOES NOT ALLEVIATE CONTRACTOR FROM INCIDENTAL D PENNY (NAIL) VERT VERTICAL WINDOW TYPE- REFER TO DEMOLITION WORK REQUIRED TO FULLY PERFORM SCOPE OF WORK. A6.04 GUARDRAIL TYPES DB DECIBEL NFRC NATIONAL FENESTRATION RATING COUNCIL WINDOW SCHEDULE W m ui DBL DOUBLE NIC NOT IN CONTRACT W WEST L. PRESERVE AND PROTECT EXISTING DATA, TELEPHONE, ELECTRICAL A7.02 INTERIOR ELEVATIONS a/ J DEF DEFINITION W/ WITH DEVICES AND CONDUIT TO REMAIN LION. J DEG DEGREE NO NUMBER W/D WASHER/DRYER A8.11 EXTERIOR DETAILS- GRADING AND BASE CONDITIONS W Q co NOM NOMINAL 1t CEILING TAG _ N DEMO DEMOLITION/DEMOLISH W/0 WITHOUT A8.21 EXTERIOR DETAILS - BUILDING SKIN - NR NOISE REDUCTION cc DEPT DEPARTMENT WB WOOD BASE 9�_��� -- CEILING MATERIAL A8.22 EXTERIOR DETAILS- BUILDING SKIN Q � G NRC NOISE REDUCTION COEFFICIENT DEV DEVELOPMENT WC WATER CLOSET -- CEILING HEIGHT ABOVE FINISHED A8.23 EXTERIOR DETAILS - BUILDING SKIN = cy) DF DRINKING FOUNTAIN NTS NOT TO SCALE ry WD WOOD FLOOR-ALL CEILINGS 9'-0" UNLESS A8.30 EXTERIOR DETAILS-DOOR AND WINDOW OPENINGS V ry w DIA DIAMETER WH WATER HEATER OTHERWISE NOTED. A8.31 EXTERIOR DETAILS-DOOR AND WINDOW OPENINGS CO (`7 DIM DIMENSION OC ON CENTER WRB WEATHER-RESISTIVE BARRIER Room Name ROOM TAG A8.41 EXTERIOR DETAILS- STAIRS, DECKS,AND WALKWAY CD O Z Y OD OUTSIDE DIAMETER DN DOWN OF/CI OWNER FURNISHED/CONTRACTOR WS WEATHERSTRIP 101 ROOM NUMBER A8.51 EXTERIOR DETAILS- ROOF O Q DS DOWNSPOUT INSTALLED WT WEIGHT A8.61 INTERIOR DETAILS -GENERAL DETAILS f Of O DW DISHWASHER WW WASTE WATER 0 OFD OVERFLOW DRAIN OF/OI OWNER FURNISHED/OWNER INSTALLED WWF WELED WIRE FABRIC A9.01 DOOR SCHEDULE E EAST OPNG OPENING A9.02 OW S EDULE _ ~ w DRAWING REVISION Cfl (E) EXISTING YD YARD OPR OPERABLE �i REVISION NUMBER EA EACH OPT OPTIONAL 1 A10.01 COLOR ELEVATIONS (n r EJ EXPANSION JOINT A10.02 COLOR ELEVATIONS Q - U) ORD OVERLOW ROOF DRAIN EL ELEVATION A10.03 COLOR ELEVATIONS L0 ELEC ELECTRICAL OSSC OREGON STRUCTURAL SPECIALTY CODE EQ EQUAL OZ OUNCE STRUCTURAL EQUIP EQUIPMENT MATERIAL SYMBOLS: S1.00 STRUCTURAL NOTES Q EXT EXTERIOR PEJ PREMOLDED EXPANSION JOINT W S2.01 BUILDING A FOUNDATION AND SECOND FLOOR FRAMING PLAN PERF PERFORATED L() FC FOOTCANDLE PERM PERMANENT S2.02 BUILDING B FOUNDATION AND SECOND FLOOR FRAMING PLAN Q FD FLOOR DRAIN PL PROPERTY LINE CONCRETE ME BATT INSULATION S2.03 BUILDING C FOUNDATION, SECOND FLOOR FRAMING, AND ROOF J r' FDC FIRE DEPARTMENT CONNECTION PLAM PLASTIC LAMINATE FRAMING PLAN J r FEC FIRE EXTINGUISHER CABINET PREFAB PREFABRICATE S2.04 COMMUNITY BUILDING FOUNDATION AND ROOF FRAMING PLAN ; FF&E FURNITURE, FIXTURE, AND EQUIPMENT PREFIN PREFINISHED SOIL BLOW-IN INSULATION FHA FEDERAL HOUSING ACT PREP PREPARATION S3.01 STRUCTURAL DETAILS FIXT FIXTURE PT PAINTABBREVIATIONS, SYMBOLS & FLEX FLEXIBLE PT PRESSURE TREATED WOOD GRAVEL FINISH LUMBER SHEET INDEX FOF FACE OF FINISH PTAC PACKAGED TERMINAL AIR FOM FACE OF MASONRY CONDITIONER PLYWOOD FOS FACE OF STUD �i PROJECT NO. FOW FACE OF WALL QT QUARRY TILE TEXT SYMBOLS: 19036 FRP FIBER REINFORCED PLASTIC QTR QUARTER GENERAL AREA/ GYPSUM BOARD FTR FIRE RETARDANT TREATED WOOD QTY QUANTITY MATERIAL FT FOOT OR FEET FTG FOOTING RAD RADIUS 8 AND x MULYIPLY, BY �� FIBER CEMENT x 7/23/2020 FURN FURNITURE RCP REFLECTED CEILING PLAN r RD ROOF DRAIN SEALANT o REVISIONS:® GA GAUGE REBAR REINFORCING STEEL BARS @ AT # NUMBER/POUND r ~'o GALV GALVANIZED REC RECESSED Z 1 Addendum#01 9!11!2020 3 GC GENERAL CONTRACTOR RECPT RECEPTACLE a w GFCI GROUND FAULT CIRCUIT INTERRUPTORREF REFERENCE � CENTER LINE % PERCENT w o GLULAM GLUED LAMINATED WOOD RFR REFRIGERATOR LINE SYMBOLS. w GOVT GOVERNMENT REQD REQUIRED w GYP GYPSUM REV REVISION - ¢ zz X DEGREES + PLUS RF RESILIENT FLOORING vUi HB HOSE BIBBRM ROOMLL HC HOLLOW CORE RO ROUGH OPENING _ __ _ - - ENLARGED DETAIL/ ¢ BREAK LINE x w HDO HIGH DENSITY OVERLAYROW RIGHT OF WAY = EQUALS +/- PLUS OR MINUS OBJECT F ¢ U HDPE HIGH DENSITY POLYETHYLENE RTU ROOF TOP UNIT w a HEPA HIGH EFFICIENCY PARTICULATE AIR RV ROOF VENT CENTER LINE - - - - - - HIDDEN Q (FILTER) X' FOOT, FEET R PROPERTY LINE U o Z HT HIGH TEMPERATURE S SOUTH - MATCH LINE ----------- OVERHEAD ? w HLDN HOLDDOWN SALV SALVAGE HM HOLLOW METAL SAM SELF-ADHERING MEMBRANE FLASHING X" INCH(ES) 6iGl 002 �O w �� O >g a Z r;a � a 1ANP. N n; UNIT 3.1 UNIT 2.2 UNIT 2.2 UNIT 2.2 UNIT 4.2 UNIT 3.2 U73.2UNIT 2.2 UNIT 3.1 0 • 16 15 14 13 12 11 10 09 08 POD,8 S�OO.�. BUILDING A IO (LEVEL 2) OF I I U a � w 0 M o - - - - - - - - - - - - ­ - - - - - - - - - - - - - - - - - - - I I w o I N � I H I 7F- 3UNIT 1.1 UNIT 1.1 UNIT 2.1 UNIT 1.1 UNIT 1.1 UNIT 4.3 J �' °a 07 06 05 04 03 02 01 Q BUILDING A o Z (LEVEL 1) �' O ,p N w = �I Q I t C L) r F - 1 - - - - o Z UNIT 1.2 I UNIT 1.1 UNI E:J81.4 BUILDING C 1 ~ 26 22 (LEVEL 1) Ilo 'I H Q rnrn L � u�uyL 1 I UNIT 1.3 J LU m J UNIT 4.2 UNIT 2.1 17 1 I u Q rrnr 1 O 25 21 caul 1 = m BUILDING B BUILDING B 1 1 !! � J (LEVEL 2) I (LEVEL 1) (A 1 1 W Q �,� UNIT 2.2 I 11 O 11 � 24 I 1 1 cycf) cr LU UNIT 4.1 O FICE OMMUNI 1 U) M 20 30 ROOM 1 PARKING 11 I Z � C) Y UNIT 4.2 27 1 1 O cc 23 I w TRASH 1 11 I Z > lui` r `,r 1 p 1 i Z c0 F- LU KITCHEN TOILET LAUND Y 1 11 Q `- 31 28 _ - - - - - - - - - - - - - - - - - - - - 4 - - - - - - -y - - - - - - - � u7 1 1- - - H � 1 1 UNIT 3.31l w 11 19 J Q V7 BUILDING C J (LEVEL 2) ; KEY PLANL- BUILDING INFORMATION SCALE: 1/16" = 1'-0" PROJECT NO. 19036 BUILDING SF UNIT INFORMATION EXISTING SITE PARKING LEVEL SF UNIT TYPE BEDROOMS BATHROOMS ADJUSTED UNIT SF* UNIT TYP QTY UNIT TOTAL SF STANDARD PARKING STALLS ADA PARKING STALLS COMPACT PARKING STALLS TOTAL PARKINGX 7/23/2020 Building A _ UNIT 1.1 TYP 1 1 649 SF 5 3,246 SF 15 12 (1 VAN ACCESSIBLE) 13 30 Level 3 4,496S UNIT 1.2 TYP 1 1 636 SF 1 636 SFU Level 2 5,615 SF REVISIONS: UNIT 1.3 TYP 1 1 480 SF 1 480 SF Level 1 6,063 SF UNIT 1.4 TYP 1 1 677 SF 1 677 SF d a w TOTAL: 16,174 SF UNIT 2.1 TYP 2 1 841 SF 2 1,683 SF Building B UNIT 2.2 TYP 2 1 562 SF 3 1,685 SF Level 3 1,840S UNIT 3.1 TYP 3 2 715 SF 2 1,430 SF a Level 2 2,651 SF UNIT 3.2 TYP 3 2 680 SF 4 2,719 SF LL Level 1 2,813 SF UNIT 3.3 TYP 3 2 1,033 SF 1 1,033 SF J TOTAL: 7,304 SF UNIT 4.1 TYP 4 2 1,328 SF2 2,656 SF Building C UNIT 4.2 TYP 4 2 796 SF 3 2,388 SF Level 2 1,033 SF UNIT 4.3 TYP 4_ 2 1,375 SF 1 1,375 SF Level 1 1,157 SF TOTALS: 26 20,006 SF z TOTAL: 2,190 SF `UNIT AREA MEASURED FROM OUTSIDE FACE OF EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR, AND TO CENTER OF PARTY Community Room G1 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 Z Qa FOR REFERENCE ONLY. CONTACT SURVEYOR FOR CURRENT DOCUMENT. NOTES LEGEND m 1. THE UNDERGROUND UTILITY LINES SHOWN HEREON ARE FROM A COMBINATION OF FIELD VERIFICATIONS AND VARIOUS UTILITY, PRIVATE, m e11 Loo 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 x z o FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE ^ 0 a m r CO CLEANOUT z x o 0 DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT O 1: n S b PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATES WERE NOT COMPLETE AS OF THE DATE OF THIS SURVEY. Ds DOWN SPOUT S o 0 DWY DRIVEWAY/ACCESS of � 2. THIS TOPOGRAPHIC SURVEY IS LIMITED TO THE AREAS OF THE ON-SITE SIDEWALKS, AND THE ON-SITE AREA DIRECTLY SOUTH OF THE0 N i SOUTH WALL OF BUILDING B. THIS SURVEY DOES NOT CONTAIN CONTOUR LINES, AND NO DIGITAL TERRAIN MODEL WAS GENERATED. EM ELECTRIC METER < \ n g EV ELECTRIC VAULT c 0 3. TOTAL SITE AREA 36,720 S.F., 0.84 ACRES FA FIRE ALARM BELLm o < GM GAS METER z o a 4. SUBJECT SITE HAS 28 REGULAR AND 2 HANDICAP STRIPED UNDERGROUND PARKING SPACES. L/SGM LANDSCAPING a k-`' cxaS o 5. THE BASIS OF BEARINGS, BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURED PER PARTITION PLAT NO. MB MAIL BOX o o a 1998-038, WASHINGTON COUNTY PLAT RECORDS. PP PARTITION PLAT NUMBER, WASHINGTON COUNTY PLAT RECORDS 6. NO PORTION OF THE SUBJECT PROPERTY BELOW GROUND WAS SURVEYED. S.F. SQUARE FEET SS STREET SIGN 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 FENCE CORNER TV CABLE TELEVISION BOX O 0.2' E I UP UNDERGROUND POWER 0.1' S 30' 30' WV WATER VAULT zo S 88"42'00" E 244.40' TR STREET ADDRESS, HALL BLVD. U r, c L/S WALK 0.4'W 6P NUMBER OF PARKING SPACES F�1 DS o S GM 8 DS S GM 8 DS EM 16 DS - 45f I -G- GAS UNE, PER NW NATURAL E-MAPS a z �NGtN 43.5 o i o 40.0 0 M 9E N 12,0 N 12.0 N 45.5 70.6 S I I I -S- SANITARY SEWER UNE, PER CIN RECORDS r l w L) -SD- STORM DRAIN LINE, PER CITY RECORDS Fwd Q� L/S 1 n L/S I o I I -SS- SANITARY SEWER LATERAL, PER CITY RECORDS 1/ N o z BUILDING A AgG�9 0g6 i ii I -OHU- OVERHEAD UTILITY LINES �..� i-�-1 ^ m 0 3 STORY P 19g 20 I I -UT- UNDERGROUND COMMUNICATION LINES �l O o, a �/ rr o 11157' QY i N I I -W- WATER LINE, PER CITY RECORDS r PL4 p p a N CD DECK ABOVE y SUBJECT SITE WOOD FENCE V 1 PL4 o F PARCEL I PATIO BELOW - J I� I Z 31,930 S.F. _ I a J o 23.9 TYPICAL III I o -X- SUBJECT SITE CHAIN LINK FENCE 0 a DS % o o/ 23.3 0 0 15.2 22.6 0 0, 23.9 IFN � I I� I I (D MANHOLE z DS "' m 'i' �� v ^ S AN EASEMENT FOR ri rr o o v 20.0' _ 8.8 DS ` 8.8 o e 8.8 DS NGRESS AND EGRESS oo I "Cr FIRE HYDRANT H� 1+1 x F I DS FOR THE BENEFIT OF w I O c ~ p - - FA _ DS o - JSS PARCEL 2 PER N I O POWER/TELEPHONE POLE Q i? Q 3 �S RS BR TAIR - 4� C� - - 49 PARTITION PLAT NO. o I I I A I STREET LIGHT ^ o 3 �0 TAIR S RS AIRS ^ gR STAIR 1998-038 uo > Mii m o o ] v SIGN DS CB�TJ - J N N "•. I D ° ^ L/S CID L/S oco TRELLIS SS I ® ® ® CATCH BASIN N� ¢ o � GM 43.0 5.0 DS_ DS GM 3 oAD -Co S ® G a 8 GAS VALVE W 3 a LJ o -I i'7* SL ui 47.0 SS � 30.00' 3 I a > z 'e I¢ I N � I I I ® WATER VALVE 7 O 5.0 DECK ABOVE m o m is ^ ^ F 2.0 ^5.0 o C a I Lo PATIO BELOW I J M I I I I x ® WATER METER O � aw PLAY AREA I ^ BUILDING C I I I ® STAIR SUPPORT FOOTING N ft 0- a o0 20.1' 2 STORY 2,p I I I I HANDICAP PARKING SPACE O a\ ,� _ 5.0 11161" � � a 73.94' o_ N � Z L/S N N STIRS 18.5S 88'42'00" E ^^ 0.2'E I IASL 18.0 pg EM FA ASPHALT AD 3.0 m I I L/S o 12.5 R 72.4' Lv CONCRETE DS zoo 5.0m - - � m� S L/S I I o IGRAVEL - AWNING RPARCEL 11 7FH DS O®. WOOD SBR DS OW-1 17 S.F.K 23.0 ka I--1 p 7P o - o m `n rn rn r� n DECK ABOVE a z 0 SIGN o I II PATIO BELOW N o o u o O $ 30.00' TYPICAL J L 2 KEYSTONE 7 EM Om^� m Z Agt✓9a 0 III BLOCKS 5.0 � U xo w Q 1g 7 ri 0 FN DS 43.0 5 0'7 23.0cJi I UTILITY Y4 o I I I O �y -0-6 DS DS w L/S c G 3 TV DS TEL GM UTILITY ACCESS HEDGE oAD TR TR c; c KEYSTONE PLANTER WALL 170.00' L/s _ I FENCE CORNER) 73.59' L/S qg I I I ( (� (� °r° o 0.3' N 0.2' E N 88'42'00" W 243.59 '4 cp WOOD FENCE-j " CONCRETE BLOCK WALL WALK 0.4'W ° U I I I a.�Lu Urn U z HOSE BIB z W a3 8"0 DECIDUOUS TREE (LEANING NORTH) ® a z W Z in 25'0 DRIPUNE 30' 30' I Q [n0 R -9 12'0 DECIDUOUS TREE 4�a- I-W � dU 35'0 DRIPLINE I I I I I U C{ t o .,4Ix 20 2 .c �O Co - M WW wZ � Wap> z g cc cdof CDziu EASEMENTS/RECORDED DOCUMENTS 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 'Ott LISTED BELOW ARE NOT SURVEY MATTERS. m O 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 PLOTTABLE - LOCATION EXHIBIT ILLEGIBLE) 20 0 10 20 40 80 O 41 ACCESS EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, TO BONNIE R. AMANDER AND NORMAN E. ALANDER, AS illinii ESTATE BY THE ENRIETY, PER DOCUMENT RECORDED JULY 25, 2001 AS RECORDING NO. 2001-073476. (PLOTTED) ( IN FEET ) 1 inch = 20 ft. SHEET 1 OF 1 GENERAL NOTES GRADING NOTES LEGEND ABBREVIATIONS 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE EXISTING PROPOSED DESCRIPTION AC ASPHALTIC CONCRETE NO. NUMBER 1. ALL SURFACES SHALL MEET EXISTING GRADES SMOOTHLY AND EVENLY AND BPZ BACK OF PEDESTRIAN ZONE NWN NORTHWEST NATURAL P��f LATEST STANDARDS AND PRACTICES OF THE CITY OF TIGARD, THE OREGON MAINTAIN CONSTANT SLOPES UNLESS OTHERWISE NOTED ON PLANS. S� cIN '�/ OD SEWER MANHOLE BZ BUILDING ZONE NTS NOT TO SCALE �► fp STRUCTURAL SPECIALTY CODE (BUILDING CODE), OREGON PLUMBING SPECIALTY . INSTALLED PEDESTRIAN WALKWAYS 2.0% MAX. CROSS SLOPE. COTG CLEAN OUT TO GRADE PERF. PERFORATED � X00 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 2.07 MIN. TO DRAIN. CATCH BASIN EX. EXISTING R RADIUS • CONCRETE PAVEMENT 0.5% MIN. TO DRAIN. FF FINISHED FLOOR ROW RIGHT-OF-WAY `G o 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING . ASPHALT PAVEMENT 1.0% MIN. TO DRAIN. FPZ FRONT OF PEDESTRIAN ZONE S= SLOPE EQUALS ALL WORK WITH THE OWNER. FIRE HYDRANT FZ FRONTAGE ZONE SO STORM DRAIN ��A/ G BSP 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING EXISTING SITE AND DRAINAGE �J GB GRADE BREAK SF SQUARE FEET EXPIRES 12-31-21 3. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF PATTERNS AND PROTECTION OF EXISTING ENGINEERED DRAINAGE FACILITIES. IE INVERT ELEVATION SS SANITARY SEWER THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING WATER METER MM LINEAL FEET STD. STANDARD AX. 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 RESULTING FROM THIS WORK MUST BE TYP. TYPICAL U 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 WATER VALVE UTILITY NOTIFICATION CENTER, INCLUDING NOTIFICATION OF ALL OWNERS OF REPRESENTATIVE. d 0 UNDERGROUND UTILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE \ I / LU 0 THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. THOSE RULES 4. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FORI STREET LIGHT ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE APPROVAL OF THE 757.541 TO 757.57. THE TELEPHONE NUMBER FOR THE OREGON UTILITY OWNER'S REPRESENTATIVE. I SURVEY NOTIFICATION CENTER IS 503-232-1987 AND THE LOCAL "CALL 48 HOURS UnLITY POLE H 0 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. U ; ADJACENT TO EXISTING TREES IN ORDER TO MINIMIZE DISTURBANCES TO TREE1[� LU o ` 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS ROOTS. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED JUNCTION BOX n FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. CONTRACTOR ON PLANS OR AT DRIP-LINE OF EXISTING TREES. NO PARKING VEHICLES UNDER - O SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING TREES. NA GAS VALVE = 0 3 WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION V 3 OF HUMBER DESIGN GROUP. POTHOLE ALL CROSSINGS AS NECESSARY BEFORE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF ARCHITECT/ENGINEER 0 CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE ARCHITECT.• ENGINEER: Q PROJECT AREA. DISPOSE OF DEMOLISHED ITEMS OFF-SITE IN A LEGAL MANNER. 0 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 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 d' 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 o 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 _ u NEEDED. THE CONTRACTOR SHALL ADHERE TO THE CITY OF PORTLAND EROSION 8. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO CENTERLINE Z CONTROL STANDARDS AS NECESSARY FOR EROSION CONTROL MEASURES. FINISH GRADE. - 8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL ROADWAYS CLEAN AND FREE - - - - - CONTOUR SHEET INDEX N CO.00 CIVIL NOTES t N OF CONSTRUCTION MATERIALS AND DEBRIS. PAVING NOTES - - - - - - - - - - SAWCUT LINE C1.00 DEMO PLAN-WEST W o m C1.01 DEMO PLAN-EAST J v 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 C2.00 CIVIL IMPROVEMENTS-WEST 3 N 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. CURB C2.02 CIVIL IMPROVEMENTS-SOUTHEAST V o 2. CONSTRUCTION SHALL NOT BLOCK CITY OF TIGARD RIGHT-OF-WAY WITHOUT AN C3.00 STORM DRAINAGE 10. HUMBER DESIGN GROUP, INC. ASSUMES NO RESPONSIBILITY FOR ANY APPROVED TRAFFIC CONTROL PLAN. 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 RESPONSIBLE X" SS SANITARY SEWER 0 FOR REPORTING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. X" CS COMBINED SEWER a X" W WATER I- J E OVERHEAD LINE - LU m X G GAS = O CONCRETE SIDEWALK � m LU LU J Q = N I � CJ U) °' 1 OC NMw Ia O _PROPERTY LINE _ I I Z � Q Ifr � � W ; O oC1.01 5 i � - I Z (D - IW S C .01 _ f- AND C2.01 g co U) BUILDING A I IILO III w Lj mo flfl z r EASEMENT) - U I I I CIVIL NOTES ° 01 I UILDING C PARCEL 1 w - - - I PARCEL 2 I PROJECT NO. 19036 i I _ � III � 7/23/2020 BUILDING B / � ® F SEE 01.00 W_ REVISIONS: AND C2.00 w � Z o A Addendum#01 9/10/2020 SEE C3.00 _ MMUN I I Z 0 ROOM I i I• I w RAS I w LOS R SEE C2.02 I 1 Humber 1 I o GRAPHIC SCALE 40 a Design _ _ _ = w PROPERTY LINE 0II I Group Inc. 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ALL PANELS TO BE REMOVED AT SCORE I.- r N J o BUILDING A NO SURVEY ATA OVIDED VERIFY L Q o N 2" OVE AY IN " FIELD U I Z o ' v 0 118.50' 1 18.50' �- I J I Q m = O H a W m W LU H S CUT, T / Z 1=18 — - - — � Q Z 0 1 KEEP EXISTING o �' ti o O ERIFY 1 FIELD = 11.1_I 1ZI OP OF CURBI L-1 1i I "�T SLOPE ROM A A (� (n ° I D V1 I 4 4 Q TP 1sE:o27.s71 2� do I STA YlqTlNr L4 Z j Y Q a 7P 19 7.86 CL VERIFY FIELD I 0 �_ rr-----71 ° ° LC' VER YIN FI D z r U► 1 UJI TP 198.23 f=—==� ° ° ° d ° - - - - - - - - - - - - - - - - - _ I— I F- X8.65 1.2% a � ° I r a � -- -� T (E) 1 A2 ii === { G 198.15 , TP 197.93 I � -__- M fCH EXISTING ° ° p g TP(E 197.52 M TCH EX ING i n TP 197.98 TP ~ i {; ° U 7.03 ° ° a P18.21 C18. 7 18. 6, . ° ° 44 a o ° d ° a W _ d °. ° . ° ° MATCH EX17NG f� U11TP(E) 198.14 PRO OS ° . d TP. 197.7°1 ° �P 1 .73 ° 4 TP(E) 19 .20 MAIL ES, gE ° ° d Q I Q r O 4 TP(E) 19 21 ARC ITE L u� d ° TP ° .06 d TP(E 197.72 t� o TP(E) 198.16 TC 198.62 ° c ° I TP 198.02 ca U 98.12 TP 198.17 SEM ° TP 198.19 I MATCH EXISTING — — — —BAENT — — — I I CIVIL IMPROVEMENT II d ° _ ° o a �N rn S URRY S AL PLANi1p C O ° d I PARKING LOT I GRAPHIC SCALE PROJECT NO. WITH SELECTIVE 0 5 10 TP 198.26 ° I PAVING FOR I 19036 N ° °1.09'1 1P 1! .07 I REPAIRS AS REQUIRED 1 inch = 5 ft. U I � I 7/23/2020 W '� / 1j SAWCUT, TYP. N _ _ _ v = NO SURVEY DATA w I n MATCH EXISTING -' o REVISIONS:® (n 9 48. PROVIDED. w I � W o I 1850' � � Addendum#01 9/10/2020 J . BUILDING C 1s.so' I d W _ — — — — — — — w PARCEL 1 U PARCEL 2 w Humber a U Design - Rl- Ij Group, Inc. W MATCH LINE SHEET C2.02 a � Portland, OR 503.946.6690 hdgpdx.com 0 CIVIL IMPROVEMENT PLAN - EAST 1 � � C2001 1"=5' ui z0 z Qa O SHEET LEGEND V���FND PN�fRrJ�� 645 0UQ0�M�`. Df 0 GON 2 ASPHALT PAVEMENT �qM G aRP CONCRETE SIDEWALK EXPIRES 12-31-21 U a E O - — — - SAWCUT LV L c H o U W o ` N � r U = 0 3 3 QC (0 r � _I O a Qo 0 tSUILUIIVIa li / u 18.50' I _ — — — — — — — GENERAL NOTES z a 0 N 1. ALL PANELS TO BE REMOVED AT SCORE W f N JOINT o n J -T ro I 1 �' ` v �i N w MATCH LINE SHEET C2.01 I Q o it BUILDING C - L I A z Q � � 18.50' 1 1 1 a ~ � Q i EV j W F3 J J i Ln w A W mI H W a (1) LLJJ Z Q = N W w I A C'1cn 1w — C.00 Y 8.71' 8.50' o - a Q � 0 I ! CC L6 F- r �' 0 EV I I C� � Q I � a — Q Cn Q a W ti Q x I SLURRY SEAL I J f COAT REMAINING I I J x PARKING LOT WITH SELECTIVE I Q 1 PAVING FOR REPAIRS AS C x A REQUIRED A CIVIL IMPROVEMENT PLAN EN(&OSURO I I 1 GRAPHIC SCALE I I 0 5 10 O PROJECT NO. � x I 19036 N 1 inch = 5 ft. x r 7/23/2020 W A I A A 2 x I --' I o REVISIONS: # Cf) D C; F o W x I ® Addendum#01 9/10/2020 z a Z ; wo 0 1 A Humber U- w J Design LL w Q � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Group, Inc. -- - - Portland, OR 503.946.6690 hdgpdx.com 0 o ZwwC'VIL IMPROVMENT PLAN - OUTEAT ;gn o =o ' ui "h am z0'a ,��,D PROfE,�, SHEET LEGEND N645R ■ AREA DRAIN x I 14 G . PEA GRAVEL y e�P EXPIRES 12-31-21 U ———— — E W U BUILDING B a i " -:1 I U � - I LU SEE DETAIL I Q I I ~ n U TC198.99 ----� a G 198.49 IE=198.50 I H � a - ----® - GENERAL NOTES F 198.99 FG 198.91 TC 198.91 1. TOTAL SITE IMPERVIOUS AREA IS MANAGED G 198.41 BY (2) FILTER CONTECH CARTRIDGE ; N CATCHBASIN MEETING CURRENT CWS > "' U REQUIREMENTS. PROJECT RQUESTS W t N FEE-IN-LIEU TO ACCOUNT FOR HYDROMODIFICATION REQUIREMENTS CREATED J o < BY THE MODIFICATION OF IMPERVIOUS AREA 0 „ a REQUIRED FOR ADA MAINTENANCE. a o _ DOWNSTREAM OUTFALL IS CLARIFIED AS "LOW U mM PROPERTY LINE RISK AND MODIFIED IMPERIOUS AREA = 1960 SF. / Z O STORM DRAINAGE Q GRAPHIC SCALE ..1 > 0 5 10 W m J 1 inch = 5 ft. W 00 W LU J M =: 04CY I U) M � � a z IY O � � ; OC iO z � (D I >> LU a cn aa � W BUILDING B a i -. I SIDING J I 12" J „ CIIRRI I i TYP 4.0' MIN., 10' MAX. ; ADD ALTERNATE: SEE DETAIL I 4 3" PERF PIPE PRESSURE TREATED PRESSURE TREATED I I z PEA GRAVEL WOOD --- LUMBER WALL I I I BOTTOM OF MATCH INTO pD ALTERNATE: ADD AL RNATE: I SIDING N EXISTING GRADE TO PEA GRA VEL PR SSUR TREATED =———1J1 LANDSCAP WALL EXIS nWHERE NG STORM DRAINAGE L ALL WITH `�„uiii 1 CURB APPLICABLE, TC 198.99 AREA DRAIN PEE HOLE AT LOW SEE PLANS PROJECT NO. G 198.49 ;=l 98.50 POINT GOT CHINICAL 19036 - ----�J'— J FABRIC J — — u — - 7/23/2020 DRAIN TO TC 198.91 / X EXISTING LANDSCAPING G 198.41 0l REVISIONS:O# O w � • MATCH PEA J� • NOTE: ® Addendum#01 9/10/2020 CL GRAVEL INTO 1. PROVIDE MAXIMUM SLOPE OF 4.5% WHERE Z EXISTING APPLICABLE. LANDSCAPE w - - - - - - - - - - - - - - PROPERTY LINE - - - - - - - - - - Humber ¢ z � o Design a CURB DETAIL Group, Inc.H" < STORM DRAINAGE - ADD ALTERNATE 1 NTS Portland, OR 503.946.6690 hdgpdx.com 3 GRAPHIC SCALE z ° '=5' 0 1 5 10 1 inch = 5 ft. F _� C3 . 00 Oa Z 0a .� PRQ�qNiV 4�S I tote PLACE WIRE �5M MESH 3" FROM - ja" TOP SURFACE CONTRACTION JOINT �G u 8" OF CONCRETE PAVEMENT �q y BRP ° c ° EXPIRES 12-31-21 ° "o ° o• a a c ., p o.° o. o.°• V° o° o•. o. • V a.°•a• "o ° a. °o o "o a. °•o 6 77 Z °o p °o °o °o °o °o O °O ° o °o O °O °p °O ° r X Err U p °0 . °a • p °o . p °o . p o . p °o . p °o . p °o . p °o . p °o . p °o . p ° WELDED JL E :\�i��i/��%�%���i: \ \ \!:\/i WIRE MESH W °o i.i 14" OF 3/a"-0" AGGREGATE BASE 4' COMPACTED SUBGRADE 0 NOTES: (TOP 12" TO 95%) V w o m N 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5" F _ C 2. INSTALL CONTRACTION JOINTS AT 10' O.C. BOTH DIRECTION. Z 3 3. REBAR TO HAVE A TENSILE YIELD STRENGTH OF 60,000 PSI U d 3 4. AGGREGATE BASE AND THE UPPER 12" OF THE SUBGRADE SHALL BE 0 a COMPACTED TO 957. OF THE MAXIMUM DRY DENSITY DETERMINED IN Q ACCORDANCE WITH ASTM D1557. F, 0 3 HEAVY CONCRETE SECTION NTS = i Z _ 0 N SEE NOTE 1 m N Lu �fz J v 1�" DIA. 3 PLACES. Q y N o 0 U " � ° r F- - > LV METHOD OF INSTALLATION Q moa 1. �"x30" IRON ROD (REBAR) = O TYP. 3 PLACES. W m w SEE NOTE 2 AND/OR M J (f) 2. EPDXY GROUT IN PLACE. W/ 2 IRON RODS. W < M ! F- 04 — (V 0*) 1 � (/) I w PRECAST CONCRETE WHEELSTOP N � p ! Y 2 NTS 0 Q I � Q i >0> � I > ZCID ~ Iw r WIDTH VARIES N �— (SEE ARCH. PLANS) Q 4" CONCRETE SIDEWALK LO 21- MAX.(SEE NOTE 2 Q LLI 3" OF CLASS %2•' DENSE, :,y..'.:•`.,;?«'•.�:" 's:•'•_.,"''' . ° e LEVEL 2, HMAC (1 LIFT) o0°e°•� •°oo '00 •.° •00 l() Q r J �— ^8.e=8.o 2" OF 3/a"-0 AGGREGATE BASE p °o . °o . 0 , 000 ' 0 0 - °o . p °o . 0 . 0 . p ° COMPACTED SUBGRADE ° o °o o °oo °a p °o p °o p °op °o °O • p °o . o °o °o °o • o °O . o °O • o °o • oo . o °o • o °o • o ° NOTES: 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5 CIVIL DETAILS 3" OF 3/a"-0" AGGREGATE BASE 2. 2% MAX CONSTRUCTED. 1.5% DESIGN UNLESS OTHERWISE NOTED. 8" OF 1"-0" AGGREGATE BASE PROJECT NO. NOTES: COMPACTED SUBGRADE 1 CONCRETESIDEWALK 19036 NTS 1. AGGREGATE BASE AND THE UPPER 12" OF THE SUBGRADE SHALL BE 7/23/2020 X COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. REVISIONS:® 2. AC PAVEMENT SHALL BE COMPACTED TO 91% OF THE RICE DENSITY w � OF THE MIX. i _ ® Addendum#01 9/10/2020 3. MINIMUM PAVEMENT SEC77ON SHOWN. IF EXISTING SECTION IS GREATER a w THAN MINIMUM SHOWN, THE PAVEMENT SECTION SHALL BE wo CONSTRUCTED IN KIND. TYPICAL PAVEMENT SECTION Humber < 4 � N TS s Design Q = w Group, Inc. W W � QQ Portland, OR 503.946.6690 hdgpdx.com o z0 wC4 . 00 o IO U " 0 aw Z Un GENERAL NOTES: A. COORDINATE DEMOLITION SCOPE WITH ALL OTHER r' PROJECT DOCUMENTS. [AMD. N B. THE REMOVAL AND DEMOLITION DRAWINGS AND NOTES REPRESENT THE OVERALL INTENT FOR THEQ GQ� ENTIRE FACILITY. REMOVAL AND DEMOLITION OF ITEMS OR SYSTEMS ILLUSTRATED OR NOTED, IN 2918 rO� GENERAL OR AS TYPICAL, SHALL BE BINDING AS IF + REQUIRED BY ALL AND APPLY TO EACH BUILDING �Q THROUGHOUT THE PROJECT. OF O�Y v C. DESCRIPTION OF DEMOLITION WORK IS NOT () INTENDED TO BE ALL INCLUSIVE. COORDINATE AREAS, MATERIALS,AND SYSTEMS SCHEDULED FOR f1 E REMOVAL OR WITH PROPOSED PRIOR TO ° COMMENCEMENT OF ANY WORK. W M m D. AT ALL LOCATIONS OF REMOVED OR DEMOLISHED r ITEMS AND SYSTEMS WHERE ADJACENT SURFACES o ARE TO REMAIN, PATCH AND REPAIR AFFECTED U AREA(S)AND ADJACENT SURFACES. AT AREA(S) REQUIRING PATCHING AND REPAIRING PROVIDE W o FINISH MATERIALS,COLORS AND TEXTURES TO — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - — - - - - MATCH SURROUNDING AREA(S). = 0 3 3 E. DEFINITIONS: U d 3 - DEMOLITION/DEMOLISH:THE DESTRUCTION AND REMOVAL OF ENTIRE STRUCTURES OR SYSTEMS. Q - RECYCLE: RECOVERY OF REMOVED OR DEMOLISHED ° ITEMS OR SYSTEMS FOR SUBSEQUENT PROCESSING F- IN PREPARATION FOR REUSE. Of a REMOVE/REMOVAL: DETACH ITEMS FROM EXISTING Q o /\ CONSTRUCTION AND DISPOSE OF THEM OFF SITE o — D93> UNLESS INDICATED TO BE SALVAGED, RECYCLED, OR 2 I REMAIN PROPERTY OF THE OWNER. v v SALVAGE: ITEMS REMOVED FROM EXISTING Z = ® _ o CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, C) > \ AND STORE. F• N O O O O `-- D92> t N I W « ® P XD 0 0 0° o o ® U F. LOCATE ALL WIRES, PIPES, UTILITIES, STRUCTURAL J MEMBERS,AND OTHER CRITICAL COMPONENTS TO N °o 0 0 REMAIN, PRIOR TO ANY DEMOLITION. CUTTING OF Q ® ® ANY ITEM WHICH IS NOT PART OF THIS PROJECT o °' SHALL BE REPAIRED BY THE CONTRACTOR AT NO U D ADDITIONAL COST TO THE OWNER, INCLUDING ANY TESTING OR SPECIAL OBSERVATION TO CORRECT BUILDING A H BL z G. ENERAL CONT CTOR TO TA<E MEASU ES TO PROTECT EXISTING TREES AND STRUBS DURING O Q - CON TRUCT ION 1 r \ -I r ii ii - KEYNOTE: j w J i C > Oa. I �I it: �� D2 DEMO EXISTING MAILBOXES AND CONCRETE SLAB = O — I h (I 1 = -��_ PLANTER W m W D83 EXISTING CMU WA TO REMAI J cn W Q M D84 EXISTING WOOD FENCE TO REMAIN = N C— 09 I 1 1 D91 REMOVE AND REINSTALL EXISTING WHEELSTOPS AS > D7 n 1 REQUIRED FOR NEW CONSTRUCTION, SEE CMUL (y w `;D92 D IN S cl) M ® \ ( l 1 CO O D92 EXISTING PARKING CATCH BASIN TO REMAIN, RESET z Qocl Y --- I HEIGHT AS REQUIRED FOR NEW CONSTRUCTION O Q ° II - I I \ — — —— — — — — -�/ D93 EXISTING MANHOLE TO REMAIN, RE NET HEIGHT AS C7 BUILDING C EXISTING z ° w -I� ° D PARKING D99 DEMO EXISTING SHRUBS AS REQURIED FOR NEW = ° WORK. REPLACE WITH NEW SHRUBS OF SIMILAR co c - \ I I SPECIES TO PROVIDE SIMILAR COVERA E. Q I 00 _ Lo I fi � C ) 1 Q BUILDING B 0 1 D2 (9 Lo Q a I 1 I ° O ° DEMOLITION SITE PLAN ® 91> I — D92> PROJECT NO. \ COMMUNITY- - ' x 19036 ® ROOM J LEGEND: 7/23/2020 jEXISTING 9D s WA WALK/ PAVING OR NEW ZC NCR TE = REVISIONS:O# TRASHTF �D93 WORK, SEE CIVIL DWGS FOR 3 1 Addendum#01 9/11/2020 l CLOSURE / TEN OF W RK Z j UJ a � EXCAVATE EXISTING LANDSCAPE w rc AREA TO A DEPTH AS REQUIRED o FOR NEW CONSTUCTION. AREA OF t¢) $ t 4 b f f f o f LEULANDSCAPE EXCAVATION = 224 SF U) 2 w LUM D84> /> ¢' o z o Z w c� DEMOLITION SITE PLANLijim Dl , O1 SCALE. 1 = 10-0 o a m z op GENERAL NOTES: �100DOCI, A. INSURE 6"CLEARANCE FROM BUILDING FINISH TO �~ GRADE Q,� 1AN n. N B. CONNECT ALL NEW DOWNSPOUTS TO EXISTING aJ !' STORM DRAINSOFF tf�PO D, 0 GON C. MAINTAIN A POSITIVE SLOPE AWAY FROM BUILDING 18 4:%'� � LINE. PROVIDE SLOPE TAREA DRAINS OR OPEN `7�OF O�Q �Y a E O U �W LL f0 L C 16'-0"MIN. 24'-0" 16'-0"MIN. H ° W m N U I— r = 03 3 I Lj Ill OOf a KEYNOTES: _ - oo ao L L L 101 PATCH AND REPAIR EXISTING CONCRETE Z SIDEWALK AS REQUIRED FOR NEW CONSTRUCTION O m N - ® 103 EXISTING FIRE HYDRANT iW Y N o o - - 0 0 0 0 a ® ° BUILDING A o ® 0 107 EXISTING PARKING AREA CATCH BASIN I o o 3 ® ® 108 EXISTING MANHOLE U M O Jill QW lU 109 AR RA - LD : W �n a 110 NEW 72"FLANGE-MOUNT HUNTCO CASCADE LINE Z II 115 m WILLAMETTE BENCH WITH TW ARMRE TS O 0 I O 111 4"PERFORATED PVC FRENCH DRAIN WRAPPED IN 1 io w FILTER FABRIC IN 3/4"CRUSHED STONE GRAVEL, a Q ° o CONNECT TO EXI G AREA DRAIN > II J LIJ I T-O" 113 NEW ACCESSIBLE MAILBOXES J m I I __711 11f-_NI n 114 NEW CONCRETE RAMP Q O A. M L I IAf__111 ►__ I IA.__71 Ik--NI u _ _ « LL.t r b-- 101 II--YI V-�11 IC--711 FlLLI -,22 1 J 11 1 1l--711 IIf--MI ° I►--711 Ik--AI - .♦ - w I (ir1 ' °`-- ' 101 x--"' !-'71 101 --�' - e 119 NUMBERSPERIREX S NGKIONFIG L TION,TYP. '^ 1W 1 . , W (� +11 1! rr J V) 120 RESTRIPE 9'-0"x 18'-0"ADA PARKING STALL _ (V a •a. 113 109 �,• 1 1 J 121 RESTRIPE 8'-0"x 18'-0"ADA ACCESS AISLE d - m 114 V/ a: a.e 1 � LU 122 EXISTING IS ING ADA PARKING STALLSIG N --- -- C7 o 107 Q. - - - eOIL== c,J O ° 122 120 123 PAINT EXISTING TRASH ENCLOSURE FIBER CEMENT Z T Y w SIDING AND WOOD TRIM 0 T Ir 125 EXISTING WOOD FENCE _ Q O a BUILDING C PARKING 126 EXISTING FDCZ co 1 1 1 101 O J = w o° � W. '^ f� e — F 127 EXISTING CMU WALL Q W 0 0 ' ° 101 a � 1 1 1 1 1 1 U) Q r 1111111 Q saax�� 1 Q Q r BUILDING B 1 - a W w � � e W � � �T 0 v 119 1 a 1 J J (7) EQUAL SPACES AT APPROXIMATELY 8'-6"V1/EACH j J Illill 111 111111 111 O O ® ® ® ® ® ® W ICJJ 103 ° M 1� SITE PLAN ® 107 zo PROJECT NO. 19036 ® - 10t COMMUNI 1 LEGEND: X 7/23/2020 -e - 0 ROOM I 123 — — PROPERTY NE w 5 REVISIONS: o F o TRASH 108 c� X108 SEAL COAT EXSITING PAVI G PER 3 1 Addendum#01 9/11/2020 F __ CIVIL DWGS, SELECTIVE PAVING w i i 1 1 1 1 F—FF-FF-1 —I CLOSUR u REPAIRS AS REQUIRED I I I 1 O W L- � a O �J ti \ - — — — — NEW ASPHALT PAVING PER CIVIL Q i DWGS, SURFACE SLOPE NOT TO I o EXCEED 1:48 o O Q U j0x _ — _ _ - - - - _ _ _ _ _ - - _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW CONCRETE WALK/RAMP 127AREA, SEE CIVIL DWGS K 125 a TE PLAN NEW REPLANT DISTURBED AREA WITH 50% OF PLANTED AREA WITH SI - A A . O A SHRUBS OF A SIMILAR SPECIES T Z H I I ADJACENTSHRUBS. REMAINING �y SCALE: 11' = ll AREA PREDOMINATELY O 0 GROUNDCOVER oa 1