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Plans (9) BUP2020 -00252 RECEIVED DEC 10 2020 BUILDING DIVISION OFFICE COPY CITY OF ..GARDI- REVIEWED FORC01 COMPLIANCE --------------- Approve* ] OTC: Pctndt#s rk IlRcIF Address: .ry 01� Suite#: $y: ate: J:z�O SCOPE OF WORK VALIDITY OF PERMIT CS THE ISSUANCE OFA PERMITVj' O RESTAURANT,STE. 100 RESTAURANT,STE.200, (E)DANCE STUDIO,STE.200 (E)CAR RENTAL OFFICES,STE.400 1 BASED ON CONSTRUCTION DOCUMENTS AND OTHER 4000 GSF 1250 GSF 1800 GSF 1925 GSF K. DATA SHALL NOT PREVENT 'B'OCCUPANCY(VERIFY) NEW DANCE STUDIO, STE. 150 'B'OR'M'OCCUPANCY 'B'OCCUPANCY 'B'OCCUPANCY l REQUCODE IRING NG TOFFHE C IAL FROM ION OF ERRORS. OSSC 105.4 2,598 GSF V OCCUPANCY Lu 70'-4" 46-10" 29'-7" 25'-2" 33'-9" V Lu o 4-01/4" U 20(E)CONC.SIDEWALK Q Lu H a - - Cd0 O D O O O O O D D D D D O D D O O O O D O D O D O Dm LU Q Z Joo (E)ADAZ 00 STALL WI Z !9 Z g m SIGNAGE Q , Ct A EXISTING BUILDING FLOOR PLAN 13727 SW PACIFIC HWY 11 ,856 GSF NORTH AO 1l8"=1'-0" PROJECT INFO PROJECT SCOPE ALLOWABLE AREA FIRE PROTECTION OR. ENERGY CODE GENERAL NOTES PROJECT ADDRESS SLAY DANCE STUDIOS LLC TENANT IMPROVEMENT TYPE OF CONSTRUCTION AND ALLOWABLE AREAS FIRE-RESISTANCE REQUIREMENTS(TABLE 601&602) NEW CONSTRUCTION TO COMPLY WI THE OEESC, 1. DRAWINGS DESCRIBE DESIGN INTENT,GENERAL DIMENSIONS,SPECIFICATION STANDARDS&REQUIREMENTS,AND TYPICAL CONSTRUCTION 13727 SW PACIFIC HIGHWAY STE.150,TIGARD,OR 11,550 SF BUILDING,SINGLE STORY Primary Structural Frame: 0-hr EXCEPT IT NEED NOT COMPLY,PROVIDED THE ENERGY DETAILS.VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK CHANGE OF USE: 2,598 GSF TENANT SPACE Exterior Bearing Walls: 2-hr USE OF THE BLDG.ISNOT INCREASED,AS FOLLOWS: ^' 2,598 SF TI,CHANGE FROM RESTAURANT TO DANCE STUDIO. TYPE IIIB CONSTRUCTION,NON SPRINKLERED Other Exterior and Interior Bearing Walls: 0-hr 2. WHERE UNIQUE CONDITIONS ARE NOT SPECIFICALLY ADDRESSED,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND W CONTACTS 'B'OCCUPANCY Other Exterior Nonbearing Walls&Partitions: 0-hr 1.LESS THAN 25%OF GLAZING IS REPLACED IN ANY APPROVAL BY OWNER&ARCHITECT. ARCHITECT DEMOLITION: ALLOWABLE AREA=19,000(B) Interior Nonbearing Walls and Partitions: 0-hr GIVEN WALL.NEW GLAZING HAS A U-FACTOR&SHGC CONNECT ARCHITECTURE, EXISTING KITCHEN,ANSUL SYSTEM,HOOD,WALLS,KITCHEN ALLOWABLE HEIGHT=55' Floor and Secondary Members: 0-hr EQUAL TO OR BETTER THAN THE EXIST.BLDG. 3. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN LOCATION OF NEW CONSTRUCTION. ^1 4072 N WILLIAMS AVE,SUITE A PORTLAND OR,97212 EQUIPMENT&FIXTURES,TILE FLOORING,ACOUSTIC PANEL ALLOWABLE STORIES=3 Roof and Secondary Members: 0-hr W LAURIE J SIMPSON,503-367.8057 CEILING. 2.GLASS ONLY REPLACEMENT IN EXIST.FRAMES DOES 4. DIMENSIONS ARE INDICATED IN THE DOCUMENTS.THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.IN CASE OF CONFLICT NOTIFY ARCH. > laurie@connectarchitecture.us FIRE EXTINGUISHERS:2A 10 BC F.E.WITHIN 75'OF EXIT, NOT REQUIRE COMPLIANCE O NEW CONSTRUCTION: LOCATED NEAR EXTERIOR DOORS. 5. DIMENSIONS SHOWN ARE TO GRIDLINE,CENTERLINE OF COLUMN,OR FACE OF FINISH PARTITION UNLESS NOTED OTHERWISE. PARTIONS,DOORS,FLOORING,RAISED FLOOR,(9)NEW 3.EXIST.WALL,CLG.,&FLOOR CAVITIES THAT ARE OWNER L OWNERSCHLEIGNER COMPANIES NPT LLC LIGHT FIXTURES. OCCUPANT LOADS SMOKE DETECTION:AS REQUIRED EXPOSED DO NOT REQUIRE FULL COMPLIANCE, 6. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. REFERENCE INDICATED DIMENSION POINTS. Q 610 SOUTHWEST ALDER STREET,SUITE 1221 PROVIDED THE CAVITIES ARE FILLED W/INSULATION. COREY CABRERA ADA UPGRADES: INTERIOR WALL&CLG.FINISH MATERIALS:SHALL BE 7. IN MANY INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN THESE Corey.cabrera@schlesingercos.com RELOCATION OF(E)LAVATORY,RAMP TO NEW STUDIO, EXISTING OCCUPANT LOADS CLASSIFIED IN ACCORDANCE W/ASTM E 84 OR UL 723. 4.CONSTRUCTION,WHERE THE EXIST.ROOF,WALL OR CASES,THE NOTATION"EQ"OR"ALIGN"IS USED IN LIEU OF A DIMENSION. VERTICAL GRAB BAR. SEATING 'B'= 75 OCC. SECTION 803.1.1 (OSSC)AND CLASSIFIED PER TABLE 803.9 FLOOR CAVITY IS NOT EXPOSED,DOES NOT REQUIRE TENANT ACCESSSORY KITCHEN'F-1'=5.5 OCC. (OSSC). THERE ARE NO NEW WALL COVERINGS OTHER THAN COMPLIANCE 8. "ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. mar ACCESSORY OFFICE'S'=1 OCC. PAINT. SLAY STUDIOS LLC 5.LESS THAN 10%OR 10 OF THE LIGHT FIXTURES WILL 9. ALL DIMENSIONS MARKED"CLEAR"SHALL BE MAINTAINED&SHALL NOT VARY MORE THAN 118"WITHOUT WRITTEN INSTRUCTION FROM ARCH. 40 SW MURRAY BLVD,BEAVERTON,OR 97005 TOTAL EXISTING OCCUPANT LOAD=8,.5 OCC. CURTAINS,DRAPES,HANGINGS AND OTHER DECORATIVE BE REPLACED,AND ALTERATIONS DO NOT INCREASE Cu c RODNEY STANTON,503 5174803 0 RODNrodnesta STANTON, udiospdx.00m503.517-4803 BUILDING DESCRIPTION PROPOSED OCCUPANT LOADS MATERIALS:SUSPENDED FROM WALLS OR CLGS SHALL MEET THE INSTALLED INTERIOR LIGHTING POWER. 10. INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO CENTERLINE OF WALL. DANCE STUDIOS'B'=40OCC. FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 /�� SITE INFO ACCESSORY OFFICE'B'=1 OCC IN ACCORDANCE WITH SECTION 606.2 OR BE NON 6. REPLACE ONLY THE BULB OR BALLAST WITHIN UP TO 11. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS SHOWN ON PLANS OR LOCATED 4 112"FROM FACE OF WALL TO ROUGH W C COMBUSTIBLE. 50%OF EXISTING LUMINAIRES,AND THE ALTERATION OPENING. � LEGAL DESCRIPTION 11,545 GSF SINGLE STORY,BUILT 1990 ENTRY'B'=6 m LOT/BLK2 N 10'OF W 70'OF FLOT 2 BLOCK 78.STEPHENS ADD TYPE V8 CONSTRUCTION,NON SPRINKLERED TOTAL PROPOSED OCCUPANT LOAD=49 OCC. DOES NOT INCREASE THE INSTALLED INT.LIGHTING 0 INTERIOR MATERIALS:SHALL HAVE MIN.CLASS C FLAME POWER NOT INCL.ROUTINE MAINTENANCE&REPAIR 12. COMPLY WITH INDUSTRY STANDARDS ~ MIXED USE BUILDING WI B&M OCCUPANCIES SEISMIC ( ) ZONING ZONE 3 SEPARATION OF OCCUPANCIES SPREAD&SMOKE-DEVELOPED INDEX PER ASTM E 84 OR UL LO CG ZONE,GENERAL COMMERCIAL NOT REQUIRED BETWEEN'M'&'B' 723,PER 803.1.1. SECTION 806.5(OSSC) THIS PROPOSAL DOES NOT INCREASE INTERIOR 13. TENANT SIGNAGE NOT PART OF THIS PERMIT O D PARKING FOR 90 CARS ON PARCEL I&II FOUNDATIONS&INT.SPREAD FOOTINGS,CMU WALLS, LIGHTING POWER OR THE HEATING 1 COOLING CAPACITY 25 STANDARD&1 ADA PARKING STALL ASSOCIATED W/13727 CONC.S.O.G.FLOOR.INT.STL.COLUMNS SUPPORT OPEN VERIFY OCCUPANCY SIGN REQUIREMENTS WI FIRE MARSHAL OF NON CONDITIONED SPACE.THE CLG WILL BE BUILDING WEB WD.TRUSSES W/PLYWD.SHEATHING.EXPOSED REMOVED,BUT RIGID INSULATION ALREADY EXISTS '' 3. ABOVE THE ROOF SO BATT UNDER THE ROOF DECK IS PAINTED CMU&EIFS EXTERIOR WALLS W1 CERAMIC TILE r EXITING FLOOD ZONE X,OUTSIDE THE 100 AND 500-YEAR FLOOD PLAINS. ACCENTS @STREET FACING FACADES.ALUM. NOT REQUIRED. 01 THIS PROPOSAL REPLACES 10 LIGHT DEMOLITION NOTES ++ STOREFRONT ENTRANCE DOORS&WINDOWS,H.M. FIXTURES,WHICH IS LESS THAN 10%OF THE LIGHT = ACCESSIBILITY FIXTURES IN THE BUILDING. ENERGY CODE UPGRADES SERVICE DOORS,INSULATED OVERHEAD LOADING DOORS, FOR LIGHTING ARE NOT REQUIRED. m TORCH DOWN ASPHALT ROOFING. ROOF MOUNTED EXIT ACCESS TRAVEL DISTANCE=75' `` a GAS-FIRED/ELEC.PACKAGED UNITS SUPPLY TENANT 1. COMPLY WI ALL APPLICABLE LOCAL CODES&ORDIANCES CONCERNING DEMOLITION OPERATIONS,RECYCLING,AND RESTRICTIVE REMOVAL. >%o- SPACES. EXIST.ANSUL SYSTEM FOR KITCHEN&FIRE EXIT COMMON PATH OF TRAVEL=75' AT LEAST 25%OF THE CONSTRUCTION BUDGET WILL BE 2. LIMITS OF DEMOLITION SHOWN IS FOR GENERAL GUIDANCE ONLY.CONTRACTOR SHALL ASCERTAIN THE FULL EXTENT OF DEMOLITION REQUIRED n EXTINGUISHERS. STANDARD DOOR LOCKS USED TO BRING THE BUILDING INTO COMPLIANCE W/THE TO ACCOMDATE THE NEW WORK AND PRODUCE A CONSISTANT APPEARANCE. ^ CN EMERGENCY LIGHTING WIDI MIN.BATTERY BACKUP ADA: PLUMBING FIXTURES v, M EXTERIOR EXIT DOOR LANDINGS(EXISTING) 1. INSTALL VERTICAL GRAB BAR 2. PROVIDE TEMPORARY EXITING AS REQUIRED AND APPROVED BY LOCAL FIRE MARSHALL. 2. LEVER HANDLES CODE EDITIONS EXIT SIGNS I PANIC HARDWARE 3. RELOCATE(E)LAVATORY RESTROOMS: 3. COORDINATE ALL DEMOLITION&SALVAGE W/OWNER&TENANT. OWNER TO COORDINATE REMOVAL OF EXISTING FURNISHING,FIXTURES,& DRAWING TITLE EXIT SIGNS NOT REQUIRED IN ROOMS OR AREAS 4. RAMP @ RAISED FLOOR N STORAGE ELEMENTS ARE 'B',STUDIO SPACE=40 OCCUPANTS(49 TOTAL) EQUIPMENT UNLESS NOTED OTHERWISE. THAT REQUIRE ONE EXIT. SITE PLAN & BUILDING COMPLY WITH ALL APPLICABLE CODES INCLUDING: PANIC HARDWARE NOT REQUIRED SINCE ONE EXIT PROVIDED,AT LEAST WHERE FIXED OR I5/o,BUT NOT LESS THAN ONE OF 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED SHORING OF EXISTNG STRUCTURE. FLOOR PLAN o REQUIREMENT:1 150 WC'S&1/50 LAWS/GENDER REQUIRED EACH TYPE SHALL BE ACCESSIBLE. 1 LAV&1 W.C.PER GENDER REQUIRED&PROVIDED 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OR TENANT IMMEDIATELY OF DISCREPANCIES. 20190REGONSTRUCTURALSPECIALTYCODE(OSSC) PROJECT INFO A TACTILE SIGN STATING EXIT&COMPLYING W/ICC REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED WATER COOLER FOUNTAIN. PROVIDED IN LIEU OF DRINKING 6. REMOVE FLOOR FINISHES WHERE FLOOR TILE REMOVED AND PREP AREA SMOOTH FOR NEW RAISED FLOORING. GENERAL NOTES 2019 OREGON ZERO ENERGY READY COMMERICAL CODE AA117.1 PROVIDED ADJACENT TO EXIT DISCHARGE BY THE INTERNATIONAL SYMBOL OF ACCESSIBLITY AT LOCATIONS LISTED IN SECTION 1110(OSSC). 7. VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OR TRENANT OF CONFLICTS. CODE SUMMARY 2019 OREGON MECHANICAL SPECIALTY CODE(GMSC) EXIT WIDTH: CITY TO PROVDE CREDIT FOR REMOVAL OF HOT WATER DOORS&EXIT PATH=OCC LOAD x.15 OR 36"MIN. TANK,MOP SINK,HANDSINK,SODA MACHINE, PROJECT NO. 2011 Slay 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) 3-COMPARTMENT SINK,AND FLOOR SINKS 8. FURNISH ALL LABOR&MATERIALS/EQUIP.TO COMPLETE DEMOLITION&REMOVAL OF ALL ITEMS AS INDICATED. ISSUE DATE 12.08.20 NUMBER OF EXITS: 9. VERIFY WITH TENANT EXISTING POWER AND DATA RECEPTABLCES TO REMAIN. 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) ONE EXIT REQUIRED SINCE UNDER 49 OCCUPANTS& LESS THAN 75'TRAVEL DISTANCE 10. ALL DEBRI REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS ALLOWED BY LAW. BUILDING PERMIT 11. REMOVE AND CAP EXISTING PLUMBING&ELEC.PER CODE SUBMITTAL 12. PATCH&MATCH THROUGHOUT AO CMU EXTERIOR WALL CONT.HT. MIRRORS TO 6'HT., FULL LENGTH OF WALL. PROVIDE BLOCKING H 23'-0' N% I I EQ. 10'-0" 10'-0" EQ. 33-7 00 o - DANCE STUDIO B w eo DANCE STUDIO B � ao REMOVE TILE FLOORING, I I I �S" 6 GALLON W.H. REMOVE 550 SF/50= 11 ¢ 550 SF/50= 11 a V LEVEL&PREP FOR NEW I L t/F ABOVE R.R. EXPOSED CEILING RAISED DANCE FLOOR I I RESTROOM TO SALVAGE ��\Tq\CF OCps. (15 MAX) 0 06 (15 MAX) (OPEN WEB WOOD (E)LIGHITNG, REMAIN FOR REUSE Y RELOCATE - — TRUSSES)PAINTED FAN, HVAC � JJ I '� (E)LAV. WHITE 12'+/-AFF Alle�r REMOVE HOT I RAISED DANCE FLOOR. d � `Y WATER TANK ABOVE I APPROX.2.5"ABOVE CONC. w _ SLAB W/PERIMETER GAP \ 15 OCC. V �L -- - - - - - - - - - - - - - - - - -_� N 1 E.P. FOR EXPANSION �� � _ z'. (E) OFFICE �' F r- -11r - - - - I UNI-SEX"' E.P. - - - - - - - - - UNI-SEX OFFICE OFFICE E U I SEX 104 I III li R.R. 65 SF= 1 E.P. 06 R=R 65 SF = 1 R.R. �A 4' • FREEZER III REFRIGERATOR OCC. 103 "'kkk---((�� 104 E.P C� 103 (E)GYP BID. / 1 " REMOVE I II III I! KITCHEN f 1 E) 4880 MOP SINK L I III 1100 SF, 5.5 OCC L - ] // IAE (E)GYP BDAFF Q �L � _� = ® 6`AFF OFO I �I 8'-3" / \ 25'-4" z E UNI LS X L _ _ _� REMOVE Y +0'-2 "IEL EV - - - - - - WD. `0 ; H R. u� REMOVE SODA m - FLR. (E) j _ \ H / 102 HAND SINK ( I MACHINE-7UNI-SEX a iv TILE WD. A, 16' �� L =_- - _ I - - - - - -I _ > a 1:20 ) UNI 0 \ ~ z ` ( � JII L -- - - -�==T= � � _�� f RR a RPMF� SEX R.R. © \ ( G. D. \ j DANCE STUDIO A WOOD FRAMED I 102 EXPOSED CEILING(OPEN WEB \ 8'AFF III I a 1267 SF 150=25 OCC. PLATFORM W/ WOOD TRUSSES) 12'+/•AFF L _ IL -I' - � - - - � L - J�L J WD. FLR'G c M OOCC LL 105 m `0'0"ELEV SIGN:MAX OCCUPANT PAINT ALL EXPOSED ELEMENTS RAISE OUTLET,I ] III REMOVE FLOOR DRAINS RESTROOM TO o "' 05 Q C Lij / REMAIN, NO M LEOY 1 WD. LOAD FOR STUDIO A&B WHITE ENTRY - 6 AFF. / PCHANGESROPOSED I w CUBBIES o\FLR. 40(PER FIRE MARSHAL) 406 SF 150' 8 OCC. / / [ ]II i III r - - - - - - - - - - - N / I r -1 - STEP IN FLR.W/ / 101 L I J I I I M EDGE PROTECTION 5'-0" \ INSULATED INT.WINDOW. / / 0 - - - - - - - - - - - - - - -- - - - - SILL=18"AFF,ALIGN HEAD REMOVE TILE FLOORING, I I 4 w c W/T.O. DOOR H LLI DINING - - M = RAISED DANCE FLOOR.APPROX. 'o ~ LEVEL&PREP FOR NEW + REMOVE RAISED DANCE FLOOR 1125 SF 115=75 OCC. I I o 2.5"ABOVE CONCRETE SLAB \ LOBBY 3-COMPARTMENT - - - - '- PROVIDE GAP ALONG ENTIRE - 1 - � 404 SF 150=8 DANCE STUDIO A SINK a PERIMETER \ OCC. 101 (E)TENANT „ ¢ — —I— — — - I PARITION " 1267 SF 150=25 OCC. I o Q IL rn - - - - - - - - - - - - - - — _ r N m q 105 I EXPOSED CEILING(OPEN WEB I = z " I - i - - - I - - - - - - - - - z PA)RIT ON T I WD.TRUSSES). 12'+/-AFF cn Lu N - - I - I - - - �- - - j - - - - - - - - � - - -)- - 0 v� 10 33'-7" a'6' z LLI Qom N I ( 33' 7" \�^ 14'-11" / H z z o0 REMOVE ACOUSTIC Pf�JEL I , — — —�— — — — — — — — —I DEICING TF{ROUGFiOD YP BD. — — + — — — — — 1 — — SIGN: MAX EQ 8'_0" EQ\ z g � I I CLG TO RIf MAIN IN RE�TROOMS) I (E)TENANT \ TOTAL A, 16' 0 0 0 0 - r - - - - T I- - - - - - ( - -I - - t�_ 11 + - PARITION OCCUPANT V CDI - - - I I - - J - LOAD 49 \ I - - - - I r - - - - - - 48' 10' - - - - - T - - - I t 45�OCC - 1 - - - - - I - - - - - - � - - -) - - - - - - L - - � - - � ; I r - - - - - I I I I I T (E)DOOR WD. FLR. I I 00 NOT USED FE +0'-0"� Cppn CpT:] -- 07 -- -- -- -- "_ 0'-011 " (E) EXT. FIXTURE, MIN. 1 F.C.@ 1 WALKING SURFACE ALONG ALUM.STOREFRONT SYSTEM ENTIRE SIDEWALK(VERIFY) EXISTING FLOOR PLAN & DEMOLITION PLAN NORTH 2 PROPOSED FLOOR PLAN NORTH 3 PROPOSED LIGHTING PLAN NORTH Ai 3116"=1'-0" A, 3/16"=1'-0" At 3/16"=V-0" 56"CLR 6'-8Y2" W NEW VERTICAL 54"MIN. PARTITIONS 12"MIN. GRAB BAR 39"•41^ " LEGEND EXIST. DEMISING WALLS:(1)LAYER e TYPE X GYP BD.ON 8"SOUNDBREAK XP GYP. INSTALLED CD W OVER RESILIENT CHANNEL(24"O.C.VERT).ACOUSTIC SEALANT AT PERIMETERS&ANY " Z � N Z (� iT) NI_SF�(�o T (E)EXTERIOR CMU (E)OUTLET(H =HIGH ON WALL) A, 16' 16',8'OR 4'INDIRECT LINEAR PENETRATIONS.STC 55 OR GREATER. CVAITY FILLED W/GLASS FIBER INSULATION.VERIFY. 4"MIN. 42"MIN. 1'-0"MAX. -TOILET 103 �,\ WALL W/FURRING 0 LED FIXTURE, PENDANT 0 EXIST. EXTERIOR WALL:CMU WALL W/6"FRAMING&24"O.C. FILLED W/GLASS FIBER INSULATION L � � U -- - F RADIUS (E)PARTITION (N) POWER RECEPTACLE 5„ 16',8'OR 4'INDIRECT LINEAR WI a TYPE X GYP. BD. VERY. INSULATE " z _ LED W/EMERGENCY BALLAST ON MIN.CUR. a NEW PARTITIONS:ALIGN W/EXIST.STL FRAMING @ 16"O.C.Wl GYP. BD. BOTH SIDES,EXTEND o PIPES N \ �6"x (N)PARTITION WALL (E)THERMOSTAT. e 4_CL j " PROVIDE LOCKABE COVER (E)SURFACE MOUNT FLUORESCEN TO UNDERSIDE OF ROOF SHEATHING. FILL CAVITY W/SOUND ATTENUATING BATT INSULATION. ACOUSTIC SEALANT.ADD ADDITIONAL LAYER OF GYP. BD. FOR SOUND DAMPENING IF ABLE TO 18" -"; _ - - - © PENDANT LED FIXTURE ITEMS TO BE MAINTAIN ALIGNMENT. C? 7"_g" M DEMOLISHED nt C/L 10"-24" C L FE FIRE EXTINGHISHER ON PAINT `v o F 24^MIN. BRACKET C� EXIT SIGN 01 LANDLORD TO PREP&PRIME WITH LEVEL 4 FINISH. PAINT BY TENANT p _ (E)DOOR LANDLORD TO PAINT ALL EXPOSED CEILING STRUCTURE&MISC. ELEMENTS WHITE (E) EXTERIOR LIGHT FIXTURE -o cc x aoocc OCC. LOAD AT EXIT FLOORING 4'CLQ 01 NEW DOOR 1„ 1„ o \I 0 LIGHTSWITCH RAISED DANCE FLOOR BY TENANT: LT.GREY MARLEY OVER z T&G PLYWD. OVER 2 FLEX. PLYWD. (n LAV. & W.C. FRONT ELEVATION LAV SIDE ELEVATION W.C. SIDE ELEVATION FLOOR PLANS lI °N W/STAGGERED JOINTS OVER 1.5"HIGH DENSITY FOAM PADS.PROVIDE GAP @ PERIMETER TO UNI- EX o ACCOMODATE EXPANSIONco O 1 TOIL T— ^ LAMINATE WOOD FLOOR IN OFFCIE AND LOBBY BY TENANT co 4 EXISTING ADA RESTROOM \RM. 2 =3 t RM.NAME, RM#, DOOR# FLOORING WALLS WALL BASE CEILING DOORS HARDWARE +.i rn At 114"=1'-0" \ 5'RAMS WALL BASE: i ENTRY 101, DOOR 01 WOOD GYP. BD. I MDO I EXPOSED (E)Tx TPR. STOREFRNT _ DEADBOLT-SEE NOTE1 - - PAINTED 1X4 MDO, MATCH WALL COLOR 5'6Y2" UNISEX R.R. 102,DOOR 02 (E)TILE (E)FRP (E)TILE (E)GYP. (E)Tx T FLUSH ,SEE NOTE 2 (E)R.R. LOCKET&SIGNAGE co UNISEX R.R. 103,DOOR 03 (E)TILE (E)FRP (E)TILE (E)GYP. (E)Tx T FLUSH ,SEE NOTE 2 (E)R.R. LOCKET&SIGNAGE ELECTRICAL&LIGHTING: >-*co OFFICE 104,DOOR 04 WOOD GYP.BD. MDO EXPOSED FULLY GLAZED,PTD WD.,TEMP. OFFICE LOCKSET,WALL STOP,ACCT.SEALS DESIGN-BUILD ELECTRICAL, INCL.COMCHECK(IF REQUIRED)-OBTAIN SEPARATE PERMITS (� cn LIGHTING PLAN TO BE VERIFIED BY TENANT. MAX.TOTAL NEW LIGHT FIXTURES=10 N DANCE STUDIO 105, DOOR 05 MARLEY GYP.BD. MDO EXPOSED FULLY GLAZED,PTD.SOLID C.R. LOCKSET,CLOSER W/HOLD OPEN REUSE(E)SWITCHES WHERE POSSIBLE. U) DANCE ACCENT EAST CORE WD.TEMPERED GLAZING ACCT.SEALS, FLOOR STOP. MATCH(E)FINISH VERIFY POWER&DATA OUTLET LOCATIONS WI TENANT PRIOR TO INSTALLING ATTACH SECURELY TO STRUCTURE ABOVE DANCE STUDIO 106,DOOR 06 MARLEY GYP.&CMU MDO EXPOSED FULLY GLAZED,PTD.SOLID C.R. LOCKSET,CLOSER W/HOLD OPEN J-BOXES IN CLG.TO REMAIN CORE WD.TEMPERED GLAZING ACCT.SEALS, FLOOR STOP. MATCH(E)FINISH NEW FIXTURES: LED,WARM TEMP, FULL SPECTRUM, DIFFUSED, DIMMING IF FEASIBLE DRAWING TITLE ACOUSTIC SEALANT _ TENANT TO APPROVE PRIOR TO ORDERING DEMO PLAN DANCE STUDIO 105,DOOR 00 NOT USED, DOOR PERMANENTLY LOCKED (E)3'x 7'PR. STOREFRNT DEADBOLT SLOTTED DEFLECTION HEAD - MECHANICAL&PLUMBING: FLOOR & CEILING PLAN (1)LAYER GYP.BD „ 1. PROVIDE SIGN W/1"H LETTERS @ DOOR 01 TO READ,"THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" DESIGN BUILD HVAC&PLUMBING, INCL.COMCHECK(IF REQUIRED)-OBTAIN SEPARATE PERMITS RESTROOM ELEVATIONS 2. (E)R.R.DOORS,02&03: FLAKEBOARD CORE, PREFINISHED W/LEVER LOCKSET/SOLID CORE,STAIN MINWAX#235 CHERRY&COATED W/ (E)5 TON CARRIER GASPACK,MODEL#48TME006-A-501 SERIAL#5002G40097,2002 DOORS & FINISHES REPLACE DUCTS W/24 GAUGE SPIRAL DUCT IN ALL AREAS W/EXPOSED CEILING STRUCTURE 2 X 6 WD.FRAMING @ 16"O.C.VERIFY ALIGNMENT W/EXIST. MINWAX FAST DRYING CLR.SATIN POLYURETHANE. TENANT TO PRIME AND PAINT TO MATCH NEW DOORS MODIFY SYSTEM TO ACCOMODATE TWO ISOLATED DANCE STUDIOS DETAILS Slay 3. HARDWARE: NO TIGHT GRASPING/PINCHING OR TWISTING OF WRIST TO OPERATE,NOT MORE THAN ONE OPERATION FOR UNLATCHING, PROJECT E 2011.20 - ROOFING: Issue DATE 1z.oe.zo ACOUSTIC INSULATION LEVER HANDLES THAT ARE MOUNTED 34"TO 48"AFF, SOUND SEAL, DOOR STOPS. ORIGINAL MULTI-PLY TORCH DOWN ASPHALT ROOFING W/MINERAL CAP SHEET&RIGID -- (1)LAYER ^GYP.BD(ADD SECOND LAYER IF ALIGNED W/EXIST. 4.TENANT TO REVIEW&APPROVE DOOR,HARDWARE&FINSHES PRIOR TO ORDERING. INSULATION (BUILT UNDER CODES IN EFFECT IN 1990). BUILDING PERMIT ATTACH SECURELY TO FURSLAB SUBMITTAL TYPICAL INTERIOR PARTITION FACADE W/ NIGHT LIGHTING LEGEND, MATERIALS & FINISHES, DOORS & HARDWARE At 3"=V-0" A, NTS Al NTS A 1 GENERAL NOTES F9.5/8%.R. PER(R4);HELD---� F0.5/8%.R. PER(R4);HELD LEGAL DC ION 1. THE LOCATION OF UTILITIES SERVING THE SUBJECT PROPERTY CAN ONLY BE DETERMINED BY OBSERVED EVIDENCE TOGETHER I = I PARCEL l: WITH PLANS AND MARK/NGS PROVIDED BY CLIENT, U77LITY COMPANIES, AND OTHER APPROPRIATE SOURCES. THE LOCATION m 'v LOT 7 AND 8, MELROSE, IN THE CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON. OF U77LI77ES EXIS77NG ON OR SERVING THE SURVEYED PROPERTY FOR THIS SURVEY WAS DETERMINED BY OBSERVATION OF c'- `° / TABLE ABOVE GROUND EVIDENCE THIS SURVEY WOULD NOT SHOW U77LITIES COVERED BY VEHICLES, OR OVERGROWTH OF FOLIAGE, w o I 3 o PARCEL ll: TREES, BUSH OR SHRUBS. I 3 o 13 A TRACT OF LAND IN THE SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 3, TOWNSHIP 2 SOUTH, ' LINE BEAR/NG LENGTH RANGE 1 WEST, WILLAMETTE MERIDIAN, /N THE CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON, DESCRIBED AS 2. THE BUILDING FOOTINGS WERE NOT EASILY ACCESSIBLE AND THEREFORE THE BUILDING LIMITS SHOWN HEREON, AND THE 14 FOLLOWS- BUILDING OLLOWSBUILD/NG SQUARE FOOT CALCULATIONS, WERE MEASURED ALONG THE BUILDING FASCIA. ,, v ^�-� L1(M) S7802'33 E 70.77' BEGINNING AT THE SOUTHEAST CORNER OF LOT 8, MELROSE; THENCE NORTH 67.07' WEST ALONG SAID LOT 8, 68.94 FEET TO A J. ITEM NUMBERS SHOWN HEREON ARE STATED AS MATTERS ON REFERENCED COMMITMENT NO RESPONSIBILITY FOR THE Ll(R4) 5775759E 70.77 STEEL AXLE,, THENCE NORTH 89.01' WEST 106.4 FEET TO AN IRON PIPE ALONG THE SOUTH LINE OF LOT 7, MELROSE ADDITION; COMPLETENESS, ACCURACY, OR CONTENT OF SAID REPORT lS ASSUMED BY THIS MARL2(C) N335126 E 4238'v / THENCE NORTH 7824' WEST 1322 FEET TO THE SOUTHWEST CORNER OF SAID LOT 7, SAID POINT ALSO BEING ON THE N 4. THERE /S NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCT70N OR BLDG. ADDITIONS WITHIN RECENT a a SOUTHEASTERLY LINE OF LOT 5, BLOCK 6, FAIRHAVEN COURT, THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF MONTHS R478753N SELLERS R47c762 EN IJ"UCHS \� 3 N o Li(R4) N335fi 00'E 4238' LOTS 5 AND 5,/ THENCE SOUTH 85-58' EASTA337 65 FEET, MORE COURT OR�LESSFEET TO TO A�POIN�SALONGSOUTHERLY Wf57ERLY BOUNDARYCORNER OF S.W.1D LOT PACIFIC" 5. THERE ARE NO CHANGES /N STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED TO THE BEST OF OUR ,� L KA o I BLOW C 8 -„y� cl� ^ I 13 W HIGH WAY, THENCE NOR TTiEAS7ERLY ALONG THE WESTERLY BOUNDARY OF SAID HIGHWAY 140 FEET TO THE POINT OF BEGINNING. KNOWLEDGE, AND AVAILABLE FROM THE CONTROLLING JURISDICTION. MON `- HA o-\ `� o 0 2 -� THE LEGAL DESCRIPTION SHOWN ABOVE DESCRIBES ALL THAT PROPERTY /N 7H£ PRELIM/NARY 777LE REPORT lDEN17FlED AS 6. THERE IS NO OBSERVABLE EOD£NC£ OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 58929E 143.69(P) 58920"00'E 143.69'(R2) o o "CHICAGO 777LE COMPANY OF OREGON" ORDER NUMBER 472579005177, WITH AN EFFECTIVE DATE OF SEPTEMBER 9, 2019. S8921'44"E 14354(R3) S897839 E 14363'(R4) 7 THERE IS NO OBSERVABLE EVIDENCE OF S17E USE AS A CEMETERY. -� S8923'131E 143.69 (C) 8. THIS SURVEY MAP CORR£CRY REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY. F0.5/8"C R./Y.PC G.A. 19 4 / BURTON 590"" PER(R4); 138.691(M) 138.63(R4) 9. THERE ARE NO DISCREPANCIES BETWEEN THE BOUNDARY LINES OF THE PROPERTY AS SHOWN ON THIS SURVEY MAP AND N8103'25"W 0.54' LS AS DESCRIBED /N THE LEGAL DESCRIPTION PRESENTED IN THE TITLE COMMITMENT.. 2500 �� W C.L.F.(0.6E/0 P.L.) ^\ G.V. o G P' �,1, aZ ^ 10. THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THIS SURVEY MAP FORM A MATHEMATICALLY CLOSED FIGURE WITHIN V 1 25 00 SSI Oe Q�' Ci LAND AREA C.L. 39' l9• � 0 4 00 0 DRIVE ACCESS Sn •yA 5� �- Z 11. THE BOUNDARY LINES OF THE PROPERTY ARE CONTIGUOUS W17H THE BOUNDARY LINES OF ALL ADJOINING STREETS, NWYS, o rn ro �; D./. THE LAND AREA OF THE SUBJECT PROPERTY IS 94,053 SF (216 AC) AS DESCRIBED IN THE LEGAL DESCRIPTION SHOWN HEREON. RIGHTS OF WAY AND EASEMENTS, PUBLIC OR PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL m ro 00 p DESCRIP770AIS OF RECORD. 735 w W � W MB.(2) 12. EXCEPT AS OTHERWISE NOTED BELOW, IF THE PROPERTY CONSISTS OF TWO OR MORE PARCELS THERE ARE NO GAPS OR NRF7ZANDONArn N h O RSR.(2)0�' � i GORES BETWEEN SAID PARCELS. A� o r LS W M'(2) 13. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO/FROM PACIFIC HIGHWAY W AND SW WATKINS AVENUE, BEING PUBLIC 2 2 = 2 Q S7gOp3jE RIGHTS-OF-WAY. O PARCEL L' TITLE LS \ ., S7g24b8 E- S7g7pE- 714 J68.ENUE BASIS OF BEARINGS 114 J 37' J 14. THE SUBJECT PARCEL IS LANDSCAPED WITH TREES/SHRUBS. THIS SURVEY REFLECTS MEASUREMENTS OF HAROSCAPE ONLY GL.F.(0.2""£/0 P. 2 D./, rE 11 518 p?3�T''b) S7g20'P�E AND THEREFORE LANDSCAPING, LANDSCAPE LIGHTING AND IRRIGATION SYSTEMS ARE NOT SHOWN HEREON. / G.M. '3 E 115¢g, 17524�R3J THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF SW PACIFIC HIGHWAY AS SHOWN ON THE RIGHT-OF-WAY L'J BOUNDARY MONUMENTA77ON SURVEY, FILED AS SURVEY NO. 32702 /N THE OFFICE OF THE WASHINGTON COUNTY SURVEYOR, 15. NO PARTY WALLS EXIST BETWEEN THE SUBJECT PROPERTY AND ANY ADJOIN/NG PROPERTIES. EM(2) _ ECAB. 14x4 _ yl STATE OF OREGON, BEING SOUTH 33'52-16" WEST P.T HEIGHT = 22i& 11 S78 02'33 E 5.72'(C) P X1.61 BLD. S775759 E 5.39'(R4) \off 01111 �`� k� Qy h'y / (6.o"S/D P.L.) 0 OBSERVED sv o� L Zf ADDRESS 13701 O�rytiti 0� 9�1 o LS. s. ONE STORY SITE RESTRICTIONS g726 \- �01��95^p(` O`0, ��G� /AREA = 4,472 SQ.FT. P. 11 n PO( 0G R4 478726 OM V, k0 +�` 0 LOT 7PARK BLD.(530NW/0 P.L ' pQ QJ ZONING INFORMA77ON WAS NOT PROVIDED TO SURVEYOR PURSUANT TO TABLE A ITEM 6. COMAS �O,r�1 01 MELROSE ) P.P1 EXISTING PARK/NG ��� y �U L o �`1 S may. \ �o0P NOTES CORRESPONDING TO SCHEDULE B REGULAR PARKING: 87 SPACES HANDICAP PARKING 0 SPACES �osFi OO�F�JF h0�/ LOSE PARK o 1 O CHICAGO 777LE COMPANY OF OREGON: ORDER N0. 472519005177; EFFECTIVE DATE.- SEPTEMBER 9, 2019, TOTAL PARKING: 87 SPACES o P `L MELRO LID y THE FOLLOWING SURVEY RELATED 17EMS WERE FOUND IN SAID 777LE REPORT AND ARE REFERENCED ON THIS MAP. (gyp" L 1 A`J c���,�" `O� a LS � j I I I JO V'.S I ,I,D./. I �°' nab F,yL ~~ LIMITED ACCESS PROVISIONS RECORDED JULY 8, 1952 RECORDED AS BOOK 334, PAGE 412. SAID /TEM IS ILLEGIBLE AND WE ARE THEREFORE UNABLE TO DETERMINE IF/HOW SAID I7FM LIES ON THE PROPERTY. 00 .�� 5l 5• D/ y' SpF lJ LIMITED ACCESS PROWSIONS RECORDED FEBRUARY 4, 1953 RECORDED AS BOOK 341, PAGE 213,• DOCUMENT WAS � / °� 5 AMENDED DECEMBER 5, 1958 AND JANUARY 10, 1966 RECORDED AS BOOK 412, PAGE 306 AND BOOK 584, PAGE 28. \ OP °LID PARCEL TLE ,\0P' SAID ITEM ALLOWS FOR ACCESS POINTS TO/FROM SW PACIFIC HWY AND ARE SHOWN HEREON. D.l. 1. TI �Lh A7g74 y J3 \ f AN EASEMENT FOR WATER PURPOSES RECORDED JUNE 29, 1953 RECORDED AS BOOK 346, PAGE 312. EM \ �2�?D) I� 1 P.j' I I I I SN q�o �1�1 OcSs`�2R SAID ITIS BLANKET IN NATURE OVER THE SUBJECT PROPERTY AND IS THEREFORE NOT SHOWN HEREON. AN EASEMENT FOR RIGHT-OF-WAY PURPOSES RECORDED FEBRUARY 6, 1990 AS RECORDING NO. 90-006145. \ N8 OJ JO . '� r� 0°` eA G` o SAID 17EM LIES ON THE SUBJECT PROPERTY AND IS SHOWN HEREON. ory ti° h`�J` 1 q°�A � `l PARCEL II: D.I. R478717HOMES6�1 °� a° TITLE P.O.B.(PARCEL ll.'Tl E) sr STATEMENT OF POSSIBLE ENCROACHMENTS o(V ,� DPAD Ay ah h �1 I I �6 's o CL#?VE TABLE �? ��V�� ��� 25 TA DA D & 1 A A PARKING STALL ASSOCII TEI W/11372 BLDG. I I I s' �T/8 s� y� BACK OF SIDEWALK EXTENDS UP TO 21' WESTERLY AND 1.0' SOUTHERLY INTO THE SUBJECT PROPERTY ? &c I I I 1r7 J q d to CURVE LENGTH RADIUS DELTA CHORD T PED. . . ADA 11 'OCy,eS 9sFi c� C J STA . L 2y l o o Cl(C) 68.66' 50.00' 7841'00' S38'4203'£ 63.39' PB �O J2o C.0. Jy„ �¢sFjo °LPED. BLD.(58.OSE/OP.L)7f ? 18olk\w 127 1�J o � O\ °���' �,p- Ci(R4) 50.00' 784100' c O< E.PNL.(3) yF C2(C) 34.33' 25 00' 78 41'00' S38 42'03'E 31.70' <,� J HEIGHT = 23f ,`1 ry10 !o FLOOD NOTE /o LAY STUDIO T.I. s` o 13727 PACIFIC HWY 598 GSF 1V0 5�0 C2(P) 34.33' 25.00' A� ONE STORY BUILDING ��o C2(R4) 34.33' 25.00' 78'41'00' J I I EPNL(4) THE SUBJECT PROPERTY LIES WITHIN ZONE X" (UNSHADED) OF THE FLOOD INSURANCE RATE MAP N0. 41067C0541E, COMMUNITY Ls. I-'5 S' 11,852 GSF �P` 3 ,\ yF�� BXp/y C3(C) 103.00' 75.00' 7841'00' S3842'03 E 95.09" AREAS DPANEL ETERMINED 004Bf OUTS/�DEBEARS AN THE 0.29 ANNUAL/ CHANCE FLOODPLAIN VE DATE OF 4, 2016. ZONE "X" (UNSHADED) IS DEFINED AS 0'9'oo Ao C3(P) 100 3' 75.00' G.M. 'pTA: (N 1,R2,R4);HELD N83'4807"W 6,28' P`rJ p 6'y�i FP Tq B. C3(R2) 103.50' 75.00' 790408' 53852'04 E 95.48' S 589'40"34 E 59.19'(M) 02"11"W 6.07x0.16 N PER(R1,R2)) 3 A4o , `r��% l rPSJ x o qpm, 8� C3(R3) 103.38' 75.00' 785834' 5385101E 95.39' 58933'44"E 59,00' 1,R2) N86`04'440W • \ A Aoe"t C4(R3) 75.00' 7841'00' 323.83(C) �N86 02'1 J"{y 32349(R1,R2) N86 01'06"W 323 62(R4) 58558E 331.65(D) `s SURVEYOR'S CERTIFICATION 0 o f•I Ys 2 3 i 4a = a J '�R'-p C4(M) 109.86' 80.00' 78 40'54' S38 42'06'£ 101.43' � = 04 -� 3 >q ��? �7�PSJ, C4(R4) 109.86' 80.00' 78.40'54' S383732 E 101.43' N • �; d, \ off' Fo r� tijy 'y�, TO: SCHLESINGER COMPANIES, AND CHICAGO TITLE COMPANY OF OREGON. \� ` N R¢78799 LLC o / P�xsQ �Oq C5(M) 46.83' 25.00' 1115359' N2205'33'W 41.43' o 0 4 ONO 9 \ 03, T 03, •�J THIS IS TO CER77FY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH /T IS BASED WERE MADE IN ACCORDANCE WITH THE GR C5(R4) 48.83' 25.00' 11153159' N220059W 41.43' 2016 MIN/MUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND 777LE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ( J O O ( > ( J � a ��A .P A ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6(A), 6 6(6), 7 A , 7 B1 , 7 C, 8, 9, 10 A , 13, 14, 16, 17 AND 20 OF TABLE A o F,p�p / ``�j THEREOF. REGISTERED SJyF�O\ / �A�sJ2d THE FIELDWORK WAS COMPLETED ON: 9/13/2019 PROFESSIONAL VICINITY MAP DATE OF LAST BENISON: LAND SURVEYOR T �6 Xp R,�9\ , oyli �-�� OREGON LEGEND >> �G ��� ���� 9/20/2079 F FEBRUARY 19, 1999 MICHAEL A. HOFFMANN, P.L.S. 57847 (OREGON) DA 7E MICHAEL A, HOFFMANN B.S. BRASS SCREW MB. MAILBOX BLOCK/CONCRETE WALL / sJ SITE EXP: JUNE JO, 2021 57847LS BLD. BUILDING MON.SN. MONUMENT SIGN '9c'i��j- M/KEHOTERRAMARK/NCCOY EXPIRES, 30 JUNE, 2021 CONCRETE TERRA MARK % "�c SW PARK ST (C) CALCULATED DATA (P) MELROSE �' �-� C.L. CENTER LINE P.L. PROPERTY LINE s7 AFP �'qp ASPHALTIC CONCRETE C.L.F. CHAIN LINK FENCE P.S. PARKING SPACE �, \ �Pl`y Eo C. O. CLEAN OUT P.I. PROPANE TANK BUILDING LINE 9oo,Arl"SyF�O ¢ ¢ 10� `" (D) DEED DATA (Ri) SURVEY NO. 18525 PT/c9oo. h o �� ) --- ALTA/NSPS ' `AND TITLE SURVEY D.I. DRAIN INLET (R2) SURVEY NO. 21623 HANDICAP PARKING ECAB. ELECTRIC CABINET (R3) SURVEY NO. 23488 EM. ELECTRIC METER (R4) SURVEY NO. 27098 X CHAIN LINK FENCE U) L 5 F.H. FIRE HYDRANT (RN SURVEY NO. 32702 ,5 WOOD FENCE SW GAARDE T T R R /� �, R K FD. FOUND SN SIGN G.A. GUY ANCHOR LE. TRASH ENCLOSURE (- LIGHT POLE TIGARD RETAIL G.M. GAS METER T.PED. TELEPHONE PEDESTAL G.P. GUARD POST 7R. TRANSFORMER -�W- OVERHEAD WIRE 30' 15' 0 30' 60' 8196 SW L VA SUITE J/ 01 G.V. GAS VALVE (TYP) TYPICAL BEAVERTON, OR 97008; PH' 503/860-2255 13707-13727 SW PACIFIC HIGHWAY LR. IRON ROD W.M. WATER METER TIGARD, OREGON LS LANDSCAPING W.P.0 WH17E PLAS77C CAP (M) MEASURED DATA W.V. WATER VALVE SCALE NONE M.B. MONUMENT BOX Y.P.C. YELLOW PLAS77C CAP SCALE 7 = 30 DA TE 9/19/2019 DRAWN BY.' K.JM. SCALE. 1" = 30' CHECKED BY.- M.A.H. JOB NO.' 20194023 SHEET. 1 OF 1