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Plans (7) BU P2017 -00068 , PERMIT DRAWING INDEX: PROJECT DIRECTORY. ==__ ====== ======== „ SHEET#: DESCRIPTION: OWNER: ;77-.!: -f = ?;"k1W: CS COVER SHEET 1 DRAWING INDEX 1 DIRECTORY 1BROOKSIDE MEMORY CARE „ 11. ;._,.�.��{°s;.w�.�swa„uu DEFERRED SUBMITTALS 1 GENERAL NOTES BENNY DAMIAN ----- --- G1 GENERAL PROJECT INFORMATION I CODE SUMMARY PtEiillFZI SEPECTIVE VIEWS _ • CIVIL: GENERAL CONTRACTOR _-=-=- x^"" 'y ""!"C1 COVER SHEET D E I NP D N ENER/#L NTRA T R LLm r sumR ESIG & G CO C O S C.C1.1 EXISTING CONDITIONS PETER RADULESCU " r s sr n;svu'irk �, .r /�C ,;. iPP��+��3h�1C2 GRADING & UTILITY PLAN y„ �� 1,�r' „ , _:-"-"919 NE 19TH AVE. SUITE 155 - �lye K "`� "�'�" � � ;� ,C3 DETAILS FOR ONSITE FACILITIESKaffP RT ND R 972 2 °, � �nu aµ >•:C3.1 TUALATIN VALLEY WATER DISTRICT DETAILS 503.265.8461 f `_= ,�I, ,� �� 7' "' '"�`� �� '".1, "F�'�'Jik,°,,rs+,6;ILeet 4 ri "1 zsry ;f _..__C4 FRONTAGE IMPROVEMENTS CCB #: 183329 ,�C5 ODOT STANDARD DRAWINGS +* 919 N.E, 19th Aye. Suite 155 C6 EROSION CONTROL PLAN APPLICANT 1 CONTACT: . i4 _ Portland, Oregon 97232 C7 DETAILS & EROSION CONTROL NOTES EPR DESIGN, LLC. : .. 503-2fi5-8461 C8 GENERAL NOTES EDWARD RADULESCU, B. ARCH.ARCHITECTURAL: 919 NE 19TH AVE. SUITE 155 • �� design@eprdesign.com FLS.O GENERAL FIRE 1 LIFE SAFETY NOTES 1 ... _ www.eprdesigr�,com PORTLAND, OR. 97232 • -, •� .`.OREGON ADMINISTRATIVE RULES FOR RESIDENTIAL 503.265.8461 - , • CARE FACILITIES ,. -- EDDIE@EPRDESIGN.COM -� ' ' -'. '' '�.FL5.D1 OREGON ADMINISTRATIVE RUES FOR MEMORY CARE " `� �`� ■*■■■■■■ i �� " --i -::.._TURNER ENGINEERING & DESIGN •• �= `; ■■ 11 •- pu ■■r■5■■■ r ii i■ ' ,. ' . ;- ...- �PRCOMMUNITIES FACILITIES �� sRICHARD TURNER, P.E. ■ .■ ,t- ,�■ _. . , I■ ■■ ■■FL5.1 GROUND LEVEL & 2ND LEVEL FIRE&1 LIFE SAFETY PLAN ! t • tt i a - dli '� ~ 11� �� . C'INE /3131 ORCHARD PL '..Iiii it I ! 1 VI IF 1; it 1FLS_2 FIRE RATED ASSEMBLY DETAILS :5��. -. ` -. - :: 1:; : ! nil leer - t, : 58949PE r GRESHAM, OR. 97080 r i• .40 r t-�:; �.. p -, , r _ -71 t - _ If) 1111 • mu L FLS.3 FIRE RATED ASSEMBLY DETAILS ....vigor- . :,, "::.. .,' _ �; _, _ _ '; 3:1-.7 „ RJ.TURNER@COMCAST.NET - t i4,' ,, FLS.4 TYPICAL ACCESSIBILITY DETAILS _ ! _` .. ' -�` � --�.5 ' `'�'* ► rf r �3 OREGON A0.1 PROPOSED SITE PLAN LANDSCAPE ARCHITECT , '- • ' F _, ' G(y �4 �,� A0.2 TREE PRESERVATION & REMOVAL PLAN y„ ,, R �' 15'2 BOARDMAN STUDIO • �: j . �- ." L.1 STREET TREE PLAN MICHAEL R. BOARDMAN, ASLA L.2 TREE CANOPY PLAN 4526 NW SEBLAR TERRACE lig -- , - L.2A SITE CANOPY PLAN - "'°`- /EXP. DATE: 06-30-18 PORTLAND OR_ 97210 _ _ ,■ti,�_, :w -'. L.2B SITE CANOPY SUMMARY -� �T .: : ,-. ._tom=__. zr;R=: =-s�•a,..+a»v....:-yam•--.::..,-.,. :-.;.. . - L.3 LANDSCAPE PLAN 503.222.3495 L.4 PLANT SCHEDULE MRB@BOARDMANSTUDIO.COM y A1.0 BUILDING ELEVATIONS CIVIL ENGINEER: A1.1 WINDOW DETAILS & SIZES BURTON ENGINEERING & SURVEYING A1.2 TRASH ENCLOSURE DETAILS THOMAS BURTON, P.E. A1.4 ROOF PLAN A1.58401 NE HALSEY ST. STE 104 TYPICAL ROOF DETAILS 4., A2.0 GROUND LEVEL& 2ND LEVEL FLOOR PLANS PORTLAND, OR. 97220 _ A2.1 DOOR SCHEDULE & DETAILS 503.875.6563 , t U A3.0 REFLECTED CEILING PLANS THOMASBUR@COMCAST,NET 1 -� CO ' >ALs l..i_ A4.0 TYPICAL INTERIOR DETAILS . • . - . A4.1 TYPICAL EXTERIOR DETAILS '• f Q• - -- .• " . _t . Q i �. A5.0 TYPICAL WALL SECTIONS 1 DETAILS - • . _____fir -- .-----r L M -_ C A5.1 TYPICAL WINDOW I DOOR SILL, HEAD, & JAMB DETAILS r i 1 ,a .. CO .""ti U A6.0 BUILDING SECTIONS • _ _ CN CZ E STRUCTURAL: - -_ _ . - _,_ - _ -. ,r _-. - =rte- s CD 0 CC N EJ_ S1.0 MAIN & UPPER FLOOR SHEARWALL PLAN -� - aJ i S2.0 FOUNDATION PLAN L.- • CIO CO 10 - 82.1 UPPER LEVEL FLOOR FRAMING I ROOF FRAMING PLAN 0 c S3.0 TYPICAL STRUCTURAL DETAILS _. - � - - W GENERAL NOTES : GENERAL NOTES CONT'D : _ 22 22 1.)THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRE-STOPPING 11.) CONTRACTOR SHALL VERIFY ALL COMPONENTS TO BE MEETING WITH THE CITY OF TIGARD BUILDING INSPECTOR AND ALL INSTALLED WI EXT. WALL FOR DIMENSIONAL ACCURACY AND FIT IN > i1) m � L SUBCONTRACTORS THAT WILL BE INSTALLING FIRE-STOPPING MASONRY COURSING PRIOR TO FABRICATION, PURCHASE, INTERIOR PERSPECTIVE VICINTY MAPS (N .T. S. °' ° MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF INSTALLATION, ETC. _ . a 70 Z O -� IX E FIRE-STOP MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE '' _ ;.. f OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED; 12.)ALL UNPAINTED FERROUS METALS EXPOSED TO THE ,�,� -0 t"'^ CU AND THE LISTING AND APPROVAL INFORMATION (i.e. UL, ICC, OR OTHER WEATHER SHALL BE GALVANIZED, UNO. spy,5 ' 'S ,- ,""s > N APPROVED REPORTS/LISTING NUMBERS). THIS INFORMATION MUST BE 441111W _ �""� SUBMITTED TO AND APPROVED, BY THE BUILDING INSPECTOR PRIOR 13_) SEPARATE ALL ALUMINUM & OTHER METALS FROM '9- CO mkt TO ANY INSTALLATION. DIS-SIMILIAR METALS WITH BITUMINOUS TAPE OR PT. 1 CO 2.)THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS & 14.) SILICONE CAULK SHALL BE USED TO SEAL ALL JOINTS OF tti:;. .r` DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK. MILLWORK, TRIM, EQUIPMENT WALL MOUNTING PENETRATIONS IN .ate,* 4C,1, c FRP, SST, FLASHING, PLAM, ETC. IN FOOD SERVICE AREAS TO `•- ' 3.) DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE PRODUCE A WATERTIGHT SANITARY SEAL. ;+u,41> . t ' °°' DRAWING TO DETERMINE ANY LOCATIONS. THE DESIGNERS 1iip- �'_�+ /. IIF d ENGINEERS SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO 15.) DOOR NOT LOCATED BY DIMENSIONS SHALL BE CENTERED IN = ;'�� ' 111'!!1.1- t` !!'•RI a' + _ WALL OR SHALL BE LOCATED FOUR INCHES FROM FINISH WALL TO CONTINUING WITH WORK. DIMENSIONS ARE TAKEN TO THE FOC, FOM, I _ ' 1� t' GRID, FOS, OR FOF, UNO. HINGE SIDE OF DOOR. 55 a� These plans and the designs herein are 11156 copyrighted under Federal Law by: •, ; EPR DESIGN, LLC. 4.)ALL CONSTRUCTION SHALL COMPLY WITH THE 2014 OREGON 16.) CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS t 2 ••:1 STRUCTURAL SPECIALTY CODE, ICC/ANSI A117.1-2003, &ALL LOCAL REQUIRED FOR MOUNTING ALL GRAB BARS, SHELVES, EQUIPMENT, .' . - +icon COVER SHEET GOVERNING BUILDING CODES & ORDINANCES. HAND RAILS, ACCESSORIES, CABINETS, ETC. r '_ ■ - - 1 i `''O��" 41°-$ 5,)THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL 17.) PROVIDE ALL ACCESS PANELS AS REQUIRED. LOCATION, 14. _ {,�•• SITE ,;� 11155 CONSTRUCTION MEANS & METHODS & SHALL MAINTAIN THE FINISH, &TYPE SHALL BE APPROVED PRIOR TO OBTAINING & * "• ' `Y'°' _ ti..,fit, STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL INSTALLING. DOOR LOCATIONS NOT APPROVED SHALL BEire LATERAL & VERTICAL CARRYING SYSTEMS ARE COMPLETED. SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE .,;, � ,� I.. . RATED PANELS (MATCHING WALL RATING) WHERE REQUIRED TO REV. NO. DATE: it 6.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION & PENETRATE A RATED ASSEMBLY. - COORDINATION OF SUBCONTRACTORS WORK TO SECURE ,ovimmoiAt t- IIIIM=R11111!MT- PSN COMPLIANCE OF DRAWINGS & SPECIFICATIONS FOR THE ACCURATE 18.) PROVIDE DEFLECTION HEADS AT ALL WALLS THAT GO TO r . ' ' LOCATIONS OF STRUCTURAL MEMBERS, & OPENINGS FOR STRUCTURE. MECHANICAL, ELECTRICAL, & MISCELLANEOUS EQUIPMENT. L CONTRACTORS SHALL VERIFY ALL DIMENSIONS & OPENING SIZES 19.) PROVIDE SEALANT & PAINT ALL JOINT CONNECTIONS OF • ',I�1111', i' illirt SPRUCE (CLEARANCES REQUIRED) FROM MFR PRIOR TO CONSTRUCTION & MASONRY & GYP. WALL BRD. SO NO GAPS EXIST- PAINT TO MATCH im ;• W INSTALLATION OF EQUIPMENT, FURNISHINGS, ACCESSORIES, ETC. GYP. WALL BRD. 4 +1+G-•:t�, S4RN (J) 7_) DETAILS NOTED AS "TYPICAL" OR "TYP"APPLY IN ALL CASES 20.)AUTOMATIC FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO r_' ' sTE ■� �-- WHETHER OR NOT SPECIFICALLY REFERENCED. HOWEVER DETAILS THE FIRE MARSHAL FOR REVIEW &APPROVAL. DESIGN & NOTES NT'D . . ' - .__ ' 'a :� ��l. THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE INSTALLATION SHALL CONFORM TO NFPA 13 STANDARDS. GENERALCO DEFERRED SUBMITTALS 1 ,.. ?, ,,,,,� O , IS lum ■ s OVER 'TYPICAL" OR "TYP" DETAILS. SPECIFIC DETAILS & NOTES SHALL INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE 22.) ROOMS CONTAINING FIRE PROTECTION EQUIPMENT (AIR �. air ~ CONDITIONING SYSTEMS, FIRE SPRINKLER RISERS &VALVES OR SEPARATE PERMITS ■ NORTH DAKOTA =m WE ❑ SHALL TAKE PRECEDENCE OVER GENERAL NOTES & DETAILS. STARTED UNTIL COMPLETE PLANS & SPECIFICATIONS (INCLUDING I � � «.m WE ti t W WATER SUPPLY INFORMATION &TYPE OF EXIST. SPRINKLER OTHER FIRE DETECTION (FACP), SUPPRESSION OR CONTROL FIRE SUPPRESSION SYSTEM NFPA 13 -A u'lli la 1 w � ��"r 8.) WHERE COMPONENTS, ASSEMBLIES, ITEMS, EQUIP. ETC. ARE BASED SYSTEM, IF ANY) HAVE BEEN APPROVED BY THE FIRE MARSHAL ELEMENTS) & ELECTRICAL/ MECHANICAL ROOMS SHALL BE ° i, t~ ie ■+■~ UPON A PARTICULAR SUPPLIER, FABRICATOR AND/OR MFR, THE HAVING JURISDICTION. AT VARIOUS STAGES & UPON COMPLETION, IDENTIFIED IN AN APPROVED MANNER. REQUIRED SIGNS SHALL BE • MECHANICAL P� �} � _, I DATE: CONTRACTOR SHALL ENSURE, PROVIDE OPTIONS, ALLOW FOR, & THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY • TYPE 1 KITCHEN RANGE HOOD 11/30/15 SHALL MAKE ANY CHANGES REQUIRED FOR THE APPROVED ENFORCING AUTHORITY. INSTALLED & READILY VISIBLE. • FIRE / SMOKE DAMPERS & SIGNAGE ALTERNATE TO MEET THE DESIGN INTENT OF THE DOCUMENTS. DRAWN BY: 21.) SMOKE / FIRE DAMPERS SHALL BE FIRE MARSHAL APPROVED 23.) NEW BUILDING SHALL MEET APPENDIX B, TABLE B105.2 OF THE • ELECTRICAL 9.)THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE & INSTALLED STRICTLY IN ACCORDANCE WITH THE MFR'S CURRENT OREGON FIRE CODE. THE FIRE FLOW REQUIREMENTS PLUMING Approved plans REVIEWED BY: SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS & UNTIL JOB INSTRUCTIONS. MFR'S INSTRUCTIONS SHALL BE MADE AVAILABLE ARE 2,250 GALLONS PER MINUTE FOR 2 HOURS @ 20 PSI �LIGHTING COM CHECK FORMS Shall be on job site. CITY 4F'I'IGAItD COMPLETION. TO THE INSPECTING AUTHORITY DETAILS SHOWN ARE FOR RESIDUAL PRESSURE. THE NFPA 13 SYSTEM PROPOSED IN THE -- R o■•r•10..I.,J FOR CODE COMPLIANCE REFERENCE ONLY. FIRE DAMPER ACCESS DOORS SHALL BE BUILDING ALLOWS FOR A REDUCTION OF UP TO 75% MAKING THE Approved* 10.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR REQUIREMENT MIN. 563 GALLONS PER MINUTE. ELECTRICAL LOW VOLTAGE OTCs ri SHEET: ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT& TO CEILINGS. DEFERRED _,`- PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL SYSTEMS REQUIRED -■ arp4i. .3i `, Permit 60(* fi `c -EXPENSES OF THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER SAI `" Adams* t LC 5-.� I r' L.-C___ CS erts PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE NURSE CALL & INTERCOM SYSTEM mechanic"! .„.„..- Sul PROSECUTION OF THE WORK. SEE CIVIL DRAWINGS FOR ADDITIONAL. • FIRE & SECURITY SYSTEM PlumbingBysubq6 Dates , 4j..17 Electrical ., • DATA, VOICE, T.V. Truss engineering ...... ' Shop Drawings ,�.■. APPROVED PLANS INCLUDE UN-ATTACREDh Other ---- -SPR[1CTU TttOALCA O 3K OFFICE COPY GF. ECH REPORT ._.. 1SC DOCUMENTS 1 ABBREVIATIONS : PROJECT ADDRESS / INFORMATION : CODE SUMMARY: 21 ,N, .s brintrin 11035 SW HALL BLVD. APPLICABLE CODES: z"E"5=.F.MR:OZ O & AND FND. FOUNDATION }L PLATE OR PROPERTY LINE _ ONE,R ::4i_-E::: TIGARD, OREGON 97223 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC.) =rx"..: c x7::0, @ AT F.F. FINISHED FLOOR PBD. PARTICLE BOARD = ____ ___: _ q. CENTERLINE F.F.E. FINISH FLOOR ELEVATION PLAM. PLASTIC LAMINATE ICC/ANSI A117.1-2009: ADA ACCESSIBILITY STANDARDS _ __ n=? # POUND OR NUMBER FIN. FINISH PLAST PLASTER OREGON ADMINISTRATIVE RULES: 411-054-0200 RESIDENTIAL CARE FACILITY REQUIREMENTS "="-, `'=rn' %R'_= ' < FLR. FLOOR PLYWD. PLYWOOD OREGON ADMINISTRATIVE RULES: 411-057 MEMORY CARE COMMUNITIES =-_- =- =�=_=��<"=�==��l PROJECT NARRATIVE . _--=_ -__ ACOUS. ACOUSTICAL F.O.B. FACE F BEAM _ - - G 0 PR. PAIR CITY OFTIGARD ZONING N D E S I G N O I G ORDINANCE 5��A��jfs-=a��) ACMV ADHERED CONCRETE F.O.C. FACE OF CONCRETE PT PRESERVATIVE TREATED -_ -- _ DEMOLISH EXISTING SINGLE FAMILY RESIDENCE TO CONSTRUCT A NEW 32 UNIT (42 BED) MUR-1 ZONING DESIGNATION _...._...� ._. . MASONRY VENEER F.O.F. FACE OF FINISH - - =:;r::m '.eii<iiui4:iwninoiaRri.pis::��?�;::.�; a:i'fiC ':'fifffW;::kR>: A.F.F. ABOVE FINISH FLOOR F.O.G. FACE OF GIRDERTRUSS (R) RELOCATEDRESIDENTIAL CARE FACILITY ITY W/MEMORY CARE ENDORSEMENT, LICENSED ED BY THE STATE OF �_� -_.=-=_ - --�`-�-�im.�..�.__:�"W .��:..�xi�:.t. aI-id=rii�;> :::6;:i_.-�•::_-_;=:_i-:L;.:as:hF-a-J•:m:- e"- .!s__ m A.F.G. ABOVE FINISH GRADE F.O.S. FACE CF STUD RF REFURBISHEDOREGON. THE BUILDING WILL BE 2-STORY W/A TOTAL OF AREA 16 327 S.F. (15615 GROUND PROPOSED BUILDINGAREA TOTALS: _ _ _ _ - � .R_M_ 2,UN•afRr:qms<;v:N_h:ao=:=G:-:�:2>��:s:M ii: APPROX. APPROXIMATE FT FOOT OR FEET R.D. ROOF DRAIN FLOOR + 712 S.F. 2ND FLOOR). RESIDENTS RECEIVING CARE SHALL OCCUPY THE GROUND GROUND FLOOR AREA: 15,615 S.F. (309 MAX. OCCUPANT LOAD) :im_; in ronwi i wrarimeam R R C SED ECES EESLOAD) F FOOTING 2ND LEVEL FLOOR AREA: 712 S.F. 4 MAX. OCCUPANT :•::.,:::.:�:a�.+. :,:..:: :;:.�:• TG. LEVEL ONLY. THE 2ND LEVEL WILL BE (1) STAFF APARTMENT, THE PROJECT WILL INCLUDE 11 ( ----- - - - -- - - - -- - BRD. BOARD FURR. FURRING REINF. REINFORCED ONSITE PARKING SPACES W/ (1)-VAN ACCESSIBLE SPACE, COVERED BICYCLE PARKING UNDER TOTAL BUILDING AREA: 16,327 S.F. BLKG. BLOCKING READ. REQUIRED �� 919 N.E. 19th Ave. Suite 155 BLDG. BUILDING GA. GAUGE S.A.E. SELF FLASHING THE MAIN ENTRY ROOF, & EXTENSIVE NEW LANDSCAPING INCLUDING A STORM WATER PROPOSED# OF STORIES: 2 Portland, Oregon 1 BM. BEAM GYP GYPSUMFLOW-THROUGH PLANTER. RIGHT OF WAY IMPROVEMENTS WILL INCLUDE A 10' STREET 2 SHWR. SHOWER 503-265-8461 CAS'D OPN'G CASED OPENINGDEDICATION, NEW 5.5' WIDE PLANTER & 10' WIDE SIDEWALK PER CITY OF TIGARD STANDARDS. CJ CONTROLJOINTH.B. HOSEBIBB SIM. SIMILAR ELEVATOR: NO (NO RESIDENTS RECEIVING CARE SHALL RESIDE ON THE 2ND FLOOR) design@eprdesign.com CLR. CLEAR HORIZ. HORIZONTAL SPEC. SPECIFICATION www,eprdesign.com C.M.U. CONC.MASONRY UNIT INSUL. INSULATION SQ. SQUARE TOTAL NUMBER OF UNITS / BEDS: 33 TOTAL UNITS COL. COLUMN INT INTERIOR S.F. SQUARE FEET GROUND LEVEL: 32 UNITS (42 BEDS) CONC. CONCRETE STL. STEEL CONT. CONTINUOUS ET. JOINT STRUCT. STRUCTURAL LAND USE / VARIANCES / BACKGROUND : PROPOSED 2ND LEVEL: 1 STAFF APARTMENT OCCUPANCY GROUP: COORD. COORDINATE LAM. LAMINATE SUBFLR. SUBFLOOR GROUND LEVEL: GROUP 1-2 Al�pR ' C.Q.B. CENTER OF BEAM CUP2015-0002: TYPE III CONDITIONAL USE &TYPE II SITE DEVELOPMENT REVIEW . GINF s. MNF. MANUFACTURER (OSSC. SEC. 308.4) C� �N Fq 'may C.O.G. CENTER OF GIRDER TRUSS TELE. TELEPHONE C.O.R CENTER OF POST MAS. MASONRY 2ND LEVEL: GROUP R-3 58949PE MAX. MAXIMUM T•&G. TONGUE AND GROOVE CONSTRUCTION COMPONENTS : (OSSC. SEC. 310.5) f . DTL. DETAIL MECH. MECHANICAL T,D.F•F TOP OF FINISHED FLOOR DIA. DIAMETER MIN. MINIMUM T.O. TOP OF OREGON DIM. DIMENSION M.O. MASONRY OPENING T.O.S. TOP OF SLAB EXTERIOR: '5;02/4 OCCUPANCY SEPARATION: 2-HOURS 0 O� Q DN DOWN MTL• METAL TYP• TYPICAL (OSSC. TABLE 508.4) h5,?-1\04,°6-5<e'WALLS: 2x WOOD STUD WALL W/WOOD, CEMENT BOARD, OR STONE CLADDING. PLYWOOD OR DR DOOR OSB WALL SHEATHING PER STRUCTURAL& 518"TYPE "X" DENSGLASS FIREGUARD. �D J. DS DOWNSPOUT (N) NEW UNFIN. UNFINISHED NON-SEPARATED OCCUPANCY GROUPS: GROUP A2: DINING HALL, ROOM 103 (600 S.F.) NIC NOT IN CONTRACT U.N.O. UNLESS NOTED OTHERWISE OUTDOOR AREA CEILINGS: TIGHT KNOT CEDAR T&G, STAINED TO OWNERS COLOR (E) EXISTING NO. NUMBER SELECTION. (OSSC. ) Ir)SEC. 508.3 GROUP A2: DINING HALL, ROOM 104 (300 S. EXP. DATE: 06-30-18 EA EACH (OSSC. SEC. 303.3) GROUP A3: ACTIVITY AREA, ROOM 109 (580 S.F.) ELEC. ELECTRICAL NTS NOT TO SCALE V.B. VAPOR BARRIER VERT. VERTICAL WINDOWS: GROUP A3: RECREATION ROOM, ROOM 111 (386 S.F.) EQ. EQUAL D.C. ON CENTER GROUP A3: LOBBY, ROOM 100 (434 S.F.) EQUIP. EQUIPMENT OD OUTSIDE DIAMETER DARK BRONZE VINYL WINDOWS W/GRIDS AS SHOWN ON BUILDING ELEVATIONS. EXIST. EXISTING OFCI OWNER FURNISHED W/ WITH SEE ENERGY REQUIREMENTS ON THIS SHEET FOR COMPLIANCE. EXT. EXTERIOR CONTRACTOR INSTALLED WD. WOOD CONSTRUCTION TYPE: VA OPN'G OPENING WNDW. WINDOW ROOF: OSB ORIENTED STRAND BOARD W!0 WITHOUT CERTAINTEED XT30 ASPHALT COMPOSITION ROOFING SHINGLES (MIN. CLASS B) OVER MIN. ALLOWABLE AREAS & STORIES BY OCCUPANCY& CONSTRUCTION TYPE: WRB WEATHER RESISTANT BARRIER (OSSC. TABLE 503) 30#ASPH. FELT GAF OR CERTAINTEED ROOF DECK PROTECTION. SEE ROOF PLAN & ROOF 1-2 OCCUPANCY: 9,500 S.F. PER STORY4-0 DETAILS. OWNER TO SELECT COLOR OF ROOFING SHINGLES. 1 STORY SYMBOLS / LEGEND : .-0 Ca INTERIOR: R-3 OCCUPANCY: UNLIMITED AREA PER STORY WALLS: 3 STORIES L 2x WOOD STUD WALL W/5/8"TYPE "X" GYP. WALL BRD. USE WATER-RESISTIVE GYP. WALL. BRD. A2 OCCUPANCY: 6,000 S.F. PER STORY DETAIL REF. NUMBER DRAWING NUMBER IN ALL WATER SPLASH AREAS TO MINIMUM 72"ABOVE F.F. 1 STORY CD • CEILINGS: A3 OCCUPANCY: 6,000 S.F. PER STORY P M .0 O CALL OUT A WALL OR PARTIAL SEE FIRE & LIFE SAFETY PLANS FOR 1-HOUR & 1-HOUR REQUIREMENTS. 1 STORY al SECTION N to E ON _ SPRINKLERS: NEPA 13 m N LL a) SHEET NUMBER SHEET NUMBER PENETRATIONS: ALL PENETRATIONS IN RATED WALLS INCLUDING DUCTS, PIPES, CONDUIT, SIGNAL WIRE, & ~CY) O L OTHERS, SHALL BE SEALED W/APPROPRIATE 'T' & 'F' RATING BY LISTED SPECIFIED SEALANT ALLOWABLE AREA& NUMBER OF STORIES INCREASE FOR SPRINKLERS: L C C15 -a (OSSC. SEC. 506.3) 0 DOOR TAG INSTALLED IN ACCORDANCE W/ MFR PUBLISHED DETAILS, RECOMMENDATIONS, & 1-2 OCCUPANCY: 200% FOR A TOTAL OF 28,500 S.F. PER STORY I U - O REF.DOOR SCHEDULE _ INSTRUCTIONS. SUBSTITUTIONS SHALL BE APPROVED BY THE AUTHORITY HAVING NO STORY INCREASE t0 JURISDICTION PRIOR TO USE. R-3 OCCUPANCY: UNLIMITED AREA 0 - N Lij `` ROOM ROOM LABEL DAMPERS: 1 STORY INCREASE G r^ ., N 13 WINDOW TAG NAME FURNISH & INSTALL FIRE I SMOKE DAMPERS ON ELEMENTS THAT PENETRATE RATED WALLS A2 OCCUPANCY: 200% FOR A TOTAL OF 18,000 S.F. PER STORY v, -0 -p C..) Q REF.WINDOW SCHEDULE ROOM INFORMATION OR CEILINGS. SEE MECHANICAL DEFERRED SUBMITALLS FOR DETAILS. 1 STORY INCREASE FOR A TOTAL OF 2 STORIES -- I. N. A3 OCCUPANCY: 200% FOR A TOTAL OF 18,000 S.F. PER STORY M O O FIRE EXTINGUISHERS & CABINETS: 1 STORY INCREASE FOR A TOTAL OF 2 STORIES 7 O ._) E DRAWING NUMBER iiIIIIIIIIIIIIIh,, DRAWING NUMBER AS SHOWN IN THE DRAWINGS IN ADDITION TO THOSE NOT SHOWN IN THE THE DRAWINGS, L r � O Vl � ` , - WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. LOCATION SHALL BE APPROVED ALLOWABLE HEIGHT: • M lll�('' ` ��lil�i. BUILDING (OSSC. TABLE 503) m PRIOR TO INSTALLATION OR SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE TYPE VA CONSTRUCTION: 50' SECTION 2A10BC FIRE EXTINGUISHERS INSTALLED EVERY 3,000 S.F. & EVERY 75' OF LINEAR TRAVEL, - - N �-+/� TYP PROPOSED: APPROXIMATELY 34' CO— SCALE. SHEET NUMBER r • SHEET NUMBER ROOF VENTS: COMMON PATH OF EGRESS TRAVEL: 12"x12" ROOF JACK VENTS, SHINGLE II CONTINUOUS RIDGE VENTING BY AIR VENT INC. NO (OSSC.TABLE 1014.3) GROUP 1-2: 75' GROUND LEVEL (13 OPENING ALLOWED IN RATED WALL EAVES. (SEE ROOF PLAN FOR DETAILS) GROUP R-3: 125' 2ND LEVEL S ELEVATION TAG SPRINKLER, SMOKE DETECTION, & FIRE ALARM SYSTEMS: EXIT ACCESS TRAVEL DISTANCE: QUICK RESPONSE SPRINKLERS TO BE INSTALLED PER SEC. 420.5. (OSSC. TABLE 1016.2 &TABLE 1021.2(2)) GROUP 1-2: 200' GROUND LEVEL SMOKE DETECTION & FIRE ALARM SYSTEMS TO BE INSTALLED PER SEC. 907.2.6 8. 907.2.11 (W/ MORE THAN 1 EXIT) Q-'• KEYNOTE GROUP R-3: 250' 2ND LEVEL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN ACCORDANCE W!OFC 908.7 (WI 1 EXIT) REQUIRED NUMBER OF EXITS PER STORY: These plans and the designs herein are (OSSC. TABLE 1015.1) copyrighted under Federal Law by: FIRE BLOCKING & DRAFT STOPPING: GROUND LEVEL: MORE THAN 1 (OCCUPANT LOAD > 10) EPR DESIGN, LLC. NOT REQUIRED WHERE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE W/903.3.1.1 OR 903.3.1.2, PROVIDED SPRINKLER SYSTEM IS 2ND LEVEL: 1 (OCCUPANT LOAD 10) GENERAL INSTALLED IN COMBUSTIBLE FLOOR/CEILING & ROOF/CEILING SPACES. ACTUAL: GROUND LEVEL: 8 2ND LEVEL: 1 SEE FLOOR PLANS, FIRE & LIFE SAFETY PLANS, & STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INFORMATION. SUMMARY OF FIRE RATED REQUIREMENTS : THE FOLLOWING BUILDING ELEMENTS ARE REQUIRED TO BE RATED: REV NO. DATE: CORRIDORS (OSSC. TABLE 1018.1): 1-HOUR SMOKE PARTITIONS (OSSC. SEC. 710): 1-HOUR (20 MIN. RATED DOORS) FIRE PARTITIONS (OSSC. SEC. 708): 1-HOUR (20 MIN. RATED DOORS) $ 1 S 17 SMOKE BARRIERS (OSSC. SEC. 709): CEILINGS: 1-HOUR (2-HR. BETWEEN SEPARATED OCCUPANCIES) WALLS: 1-HOUR (20 MIN. RATED DOORS) FIRE BARRIER @ OCCUPANCY SEPARATION: I— (OSSC. SEC. 707): 2-HOUR (90 MIN. RATED DOORS) W SEE FIRE I LIFE SAFETY PLANS FOR DETAILS & LOCATIONS rn ENERGY REQUIREMENTS : 1--- ABOVE GRADE FLOORS: R-38 2 EXTERIOR WALLS: R-21 f CEILING 1 ROOF (ATTIC): R-38 W VAULTED CEILING: R-38 WINDOWS: METAL FRAME: MAX. U VALUE OF .45 DATE: MAX SOLAR HEAT GAIN 11/30/15 COEFFICIENT (SHGC) OF .40 VINYL FRAME: DRAWN BY: MAX. U VALUE OF .30 SKYLIGHT: U=0.50 REVIEWED BY: EXTERIOR DOORS: U=0.70 PIPES & DUCTWORK IN NON-CONDITIONED SPACE: R-8 MIN. SHEET: (00011=1 . KEY LEGEND o Q �_ 0_ C w II :II STL STS EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT < T °' LU BROOK SIDE MEMORY CARE TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. o w Q Q p p O U BROOKSIDE MEMORY CARE PROJECT DETAILS 11035 SW HALL BLVD. OH -- OH EXIST'G OVER HEAD ELECTRICAL LINE POLE TO POLE "OR141 BEAVERTON-TUALATIN HIGHWAY" 0 UTILITY POLE PROJECT OWNER/DEVELOPER --cc - cc-- COMMUNICATION WIRE IN GROUND BROOKSIDE RCF LLC CENTERLINE STATION BENNY DAMIAN, MEMBER 13+69.24 (MP 4.50) TO STA. 15+00.50 (MP 4.53) G - G - EXIST'G GAS LINE 5887 SE ROBHIL DR ST S T EXIST'G SEWER SANITATION LINE cC MILWAUKIE, OR 97222 ST ST CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G STORM DRAIN MANHOLE . O PROJECT MANAGER ` v VI/ - EXIST'G WATER MAIN z EPR DESIGN - f fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. O EDWARD RADULESCU 0 503-265-8461 WL NL 2" PVC DOMESTIC WATER zz E. PROJECT ENGINEER: `"J vs NEW WATER SERVICE LINE I- > BURTON ENGINEERING, PC IMI 1- 1/2" WATER METER z m THOMAS H. BURTON, PE wM EXIST'G WATER METER co Q 8401 NE HALSEY ST. STE 104 -- Sa SSNEW SANITARY SEWER LATERAL W PORTLAND, OR 97220 -- W 503-206-6124 EX 8" CSP SAN. PIPE © 6.2% Et _ CELL 503-875-6563 SL SL CONSTRUCT NEW 6" SCHED 40 SANITARY SEWER LATERAL a-7C _ W =WM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER SERVICE AT THE MAIN. L- w � z > Oi EXIST'G STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30 LU > JOU 0 EXIST'G SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 0 0 I- f: 0 z f ❑ z z X 212.041 FINISH GRADES 0• m O Q © NEW STORM DRAIN PIPE CLEANOUT 2 J w i �: .,, ,„,,,.„144.. ....,. .,;44,.;...4a,;::,...:-.4,..444...12.-1 ...: .(. ,• - , ; A' J ' RS, ROOF STORM DOWNSPOUT ❑ I w ^ �r � istaar! Lei{�•�,,. M1'•f,f411U41�r+'CIIE4.•i,1o,•° •.eiMFlifllACnEB' • :..s�1�-.:.+3,m 'at^s�..+.Lf. �_ _ It r �, :'I r I . . wr6�Wi 101'' :: #, ' wr$.66:0 `..' Vi ` ff ' ' � 4x2 GRAVEL SPLASH PAD AT PLANTER PIPE ENTRY Y T Z -��:1 II _ .YAGTfA7Fj6�>16 AfA7EII781QEl6 `.^ SIL OOil Lo Z '' .'; <,;,p �.- ;I SPLIT FENCE,.l,W W�.r.w...w,r•. :..,�+.-.uM.`..1j'Ma '• TX...M� Diw�1 - -......L.-.. .qA� -�T_. .03110 . .,,'!;-, ;447,,,4',.,- 67,�.i�wR••i.,a4 iy ,�,.kk,1'J _.. . � '„ � ,.::__i. . w.^wa- _"-- - 0 . - _ BIO BAGS INLET PROTECTION m O m .i 0 N-41:\ 3506 21ta1 q r) 11'N e `° 11 r ` '°° -I a PLANT WHITE ASH STREET TREE AC :' >a y� ! °MAHAN.AC 9 -HI �.._. _-.. �_) Ni AC �:: ^.R. iars,a-2t d'24 1_________ i ihii; ":,;Y.. p .iik 'l VACATED TS'.a939 ` 2442 i -- -�----..�..� �S , o '�- .�trr:"� ��C► � moa k \� `r �N,�'T\ ssoD �14AL�\ r1a I � - ';. Jan, r T01. ;.1 ,� ^,_•� dK Ac 1'I,K NRV I':%7•kYfMa1..11+Iki17.'IrlNN'1'%N' ,, .�,,/: �, a _ _ _ nn MAIL BOX „,. .t 44A-:."-i.,:.i.. .,. 23-84 o :�„ : 7r7�c V•t•' 1 •2 b� u � ,` 'j 4606 .J I -' • .�. ,," _�a r PLANTER ��a�y'p� 1 A AiAC 'h .51 AC Q I ` 23.4 `4, :/ -.' ` tl INK •i .F1 1 J 40°0 'r �. :�n�.Ari�_J .Yn wM4gM 1-:!------,,11-1-1121:12 --- b SdSdSd 11:3"1" f Q, W-Mau s .i -eur - r-- „r--.u.Ri�6..,w..•. --�L'IMALI___jISaAi _,��e.n _�++y ,�� ," '� \I 2202 {r` 400 now- ,sr'v' Ne r1 l ''''h KV7TA -- -- .- I' - tel Alt 7 J �A il'KW 5ri10ET) i ...- - y'� 1�'OCrrWI tel.., �' vp, 'J�_-�- --15-'----7-- �J1rf�}��ia+M'w ,�(-�... 4 Ainu_1i9aN�I I r([[ , rr 11 i 470.•..� .^ " 4' ,ate 2000 R.. �� ` �� u � �tc � .. yr !v MMS 2?02 y� i L �2/ .aye 1 ,-, aeac M I C\J R� CV , T1. n ' :7: 4:'''' .4' 1 ,Q 1 , �-;. I _ _--1--;) SHEET INDEX . 1L ti.•,'; r' �' .� „a9 _, >,' NOTICE TO EXCAVATORS. 0, y 1]K 3 -,.. • � s. -r �g 1.00 �' tilt 4! I ,+ .-u- ,, _:flyJ ..: .„a�A°-°.r.. . •�-40.9. I ,''t 4. •ri ADAC 1./ 213 ly i�16r'*"96 2 �. l ��- u'--- �.�._ I '°sem to �r.'•, O CO �S]� ' witire.,,,, a "" � �n 5'�I h _ L"---- ' I } l" ATTENTION: OREGON LAW REQUIRES YOU TO ,' w 1 t4 ,4f I .i F i Cr - ----'-'1±--- _ wiceJlt,-r, ,..--;s�4,-,-.�.. t • -- _ ?._ ✓g , . t,"-7-1 ''ps co ,t 1 ! 1 • �` '°� - SHEET DESCRIPTION FOLLOW RULES ADOPTED BY THE OREGON Ma.a � � J S ,-.;I ,,,,.,u-,,....�,�,..,. �` s r S max .' Y � '. O 1;e: 1,et,., Y prm' 4Ge i ,r.,. i 4r G° ts' nl "�� F 2i � R Ike � '°` "�`� UTILITY NOTIFICATION CENTER. THOSE RULES W o -,-,-4="2 ---(?4, --fh' -. r• X1•.7 ! .x he 1 �, `'� '`-�'_...,�I i°0 ; i • ' c� y : . a�Ar ,. s 3 (12 �,� i , ,. ; .' : .,a, Cl COVER SHEET z Al:. 4171!. =<rA 1 a -� �=� K. �- ' 01 .1 EXISTING CONDITIONS ARE SET FORTH IN OAR 952-001-0010 Q r1R e l:.tr) „ w1• '' 3 �er4'' •1� a11 -� rSee u,c 7y1. . `j.,,;19 4300 f _. �. I 117T _,]I.Y'-�hR 1 �02 j =Y...� 1 ._w - w f,4,F_ k - THROUGH OAR 952-001-0090. YOU MAY �'' ' a.., �4' fig. ii,:imt �4++r ,•. •; "=K f f asTREE7 C2 GRADING &UTILITY PLAN WO '. � f - �'. .f .'1 w.\4\� .,tiyY,• r It6* rpl/1 '. r ♦ 11 . 11 • ` n, •�- M�t- °r 11 ;. ,L,�.M,,.- _----, _ __ + e * .'_� • - C3 DETAILS FOR ONSITE FACILITIES OBTAIN COPIES OF THE RULES BY CALLING a Ar ° w - i '�' • ,.:1 = 03.1 TUALATIN VALLEY WATER DISTRICT DETAILS THE CENTER. W o 'iw.lme '' '"4�-!um. `-~ :;6.Qc �xl " •.� i • ,f / - • ' ' �r . FRONTAGE IMPROVEMENTS � ;gam.'. { � _;,,, -------p4.7100:-'7,:- ��_ _ � . };.. �,� C4 (NOTE: THE TELEPHONE NUMBER FOR THE w I y�""��"` ; h�` � ..�' -- =� � -_`--� -_-- ....____4,,,,'; -.• 1 I ',^ C5 ODOT STANDARD DRAWINGS � .,�., ?Sit.' r11;;; "'4_ „o, ',4 a OREGON UTILITY NOTIFICATION CENTER IS U, ,� :Jr - i ,0 " :s2.1" . :;� ,� �_ L„e,,,- �1 It ,6 -13- r t c, C6 EROSION CONTROL PLAN 503-232-1987). (E� �'_ "e s R'F+,r::, 216:r;':•. • lK D f`'' ' 'n' 4egtyl.- •A 1C d' r \ - tie r -- - .7 z 1_: t 1 1 `• °' -1 _��' I . - , _ C7 DETAILS AND EROSION CONTROL NOTES . o 'e;a'. 7.1 4 1.y _ '• t li';: ` ,.i ,:..- �i ''ji r�C �1�J -` -y ENERAL NOTES ''.. I1J i- :,., :.r nin,,,, . ,dti: ,.fi_ a : -•.___�''�-----., _ rnAcAI .. /4' E f-_yt wi ' 7f�r 'F?tf o s a Nampo + _�. � t 1 I. ..: ,... �1 J R '7---.7.-7,!' ` wa 1u - -1 �'1 Q 'l � { " "'� I POTENTIAL UNDERGROUND FACILITY OWNERS = 'fE�f.d1. r'�'• at MCC "Mil wa ww F (-)` '°'� y1e1. y -.3g�G :!!1 g w!+ I ,i24G g . Ir.O1n+M,NNW I v 'T! Q Iztf 1 we AO, .Q S i• - i1. 77 ^, =. 1 '},1 R f 1.'.( �� `amoosN�w W u `}'_ aq -�-..2A1 `I ii' .•- _ti -r r { rk*'_n._ -c 4�. • ' ' 1. • k"'':;±4.11,2L.4I i.. -i2 04`1 Mg MIR 1 �'i iii y -1 'li, , X711 ' "r71• �•' :.1.,.!7.:E101 ,Et k. -�i 'rlut' r� L , Dig !rlei"'"-; .56.16 �, -,• • •1. wane -g�. , I- '1� s. Safely. �., , � >� •iiuo- � gg a�� 1.,.fs -7-: -.7'!?-i.-� r7 � 1• � 1 1-':�P�_'';_� •,. 'v,, J O Z J` K it J - u.iu�:' r :rt. -=� "_ ,µms � -• . I .. , ,. .� ! NOTES: ;Q• t�,� `: �:•. .w._ 'I '(?.�rP 7 Arty a , _ c ',!' i • mw• r I ,•� M1. -• �'� ;. _ �; .'4,�.,. tZ r Call the Oregon One Call Center r ,.; xa '6 ;�.: ., i �o •! � �6 �, .1:r ,' b, 1. ODOT STATIONS OBTAINED .'+� 'IL. a .-t.•..,!-',1.6)V.'..°.:.. . 6sAe' •tai-w."°5- 1• ! '.a.:' ... . • 7"1 ■ fs y 'i sl Es--t.41s7 .hn,alisti.'_• 91 r. FROM MILE POINT SUMMARY DIAL 811 or 1 -800-332-2344 WHICH WAS INTERPOLATED FROM EXISTING DRIVEWAY TO EMERGENCY TELEPHONE NUMBERS HIGHWAY CENTERLINE LOCATED BY FIELD SURVEY. (1111111j NW NATURAL GAS 2. USE OR141 MILE POINT M-F 7am-6pm 503-226-4211 Ext.4313 INFORMATION FOR AFTER HOURS 503-226-4211 REFERENCING & FILING. PGE 503-464-7777 CENTURYLINK 1-800-573-1311 919/16 CITY BUREAU OF MAINTENANCE 503-823-1700 ��,;� P�OFFf�, � �yGINE� /.4:;,#„ PROJECT NUMBER TUALATIN VALLEY WATER DIST. 503-848-3000 w #5373l'P 14- 153 VERIZON 1-800-483-1000 Cl 5/30/16 14-129 OREGON ''°2r 6`' SHEET 9,19 ti IIs H. ?i��0 1 1 0 EXPIRES 12!31117 O TAX LOT 2501 TAX LOT 2500 r MAP 1 S 135AD MAP 1 S 135AD a �0 AN XSAIV DOCUMENT NO.2014-049090 DOCUMENT NO. 2014-049089 '� J - Cr) w - - - - c5 _7p 0 n U -._W _.._--- XSAM..._-_--- _ -- • S 88°42'00" E 260.23' ARBORVITAE ¢ `, a L2) Y,l) 1,111 � 1 111) li' --; 0 _:' _: 411_2 . : ..-..' - _.; --.r- * - • - —))* , ..P...41. • '')-)•4 4"•=.- 1". - j 4 +. ,} + ')41 , + , + ) . + ) + .)'• + 1 + -))) + -.) Oa 4 ' .5) I f f ` +116 C 0 ALJ a�-.� c3-0 vU r> vL..) n�...1 aLJv,k. i v .drettirb J L1 L. , c, . �' a`_ t> _ v v !11 111 �ifail i a i►� �i►�i 111 4111 4liti► 411041P 4P ,:• ' �4P 4,11; 4r► 4P4Ik iii �r 410 AO 4110 ; I I : . .. ., I 0 p n b a v f7 v d b fl 6 �/' v D D D E7 a• C7 ' * • v t7 p p• e.''��" .*�. ", " " "i"'�" 'I' .. .. +. .► <; A :I,� �► 4► !r 4Ir �► • 4P �► • ,� IP ! ,�!#+�r !4.! 0 c l vr ! le imp.10,111V__, A .EXT : Z Tv n a b t7 C7 v C7 Cy t> � b d b �i v i7 C� V O Q t> p r , : � � T *t i 40 s GRAVEL PAD/DRIVEWAY s ' �, ,�� r s �► rAQ i 0 T ! ' 4 ' / orop 41, imp 4110 opimpr / OP 4111 OPII 110 illiDLIII 'ittitt a v A:414 ow' itottitostotok, giormitbeititt v At) opioutikiwisoPitipa, fr-oit c> n * I 70, .7 4 1 ,.► ` i ! ! ! ! ! .. ! ! ! ! ! ! ! `► ! ! ! ! ! ! ! ! ! r � n� v* � � s> i� v� v t>• a� NP*11P*41PINIPNIP*0*******dri. * � s • n � • E; : ' 0 J1 0 ,r , 0al04IIP*V6.4111Piltrate* a* • „ ► . ,. 4." I Z CO C AO - 11 VIP 111! � /Thc?----,/Thl (I)I -I I Q CO II 210 40 I I ;• 4 . d: I _ C° ' ( 211 .00 ) I I 4 k SIDEWALK 1 ❑ r '� z I/ �. Z 1 4 < 4 Q 0 _ j 1 U _ I d 1 ~ (7 � I 211.00 �0� I I 4 I 0 F Z N `L� PROPOSED 10. --I w Q —" o o ' HT OF WAY �. ° 4 # 30'-0" � � Q — Q (~!) u) DED • ' TION r+ EXISTG ROW / 0 0 D X �� J W Z IE ` '. ❑ I aft i ' I d '' , 11 212.00 GRAHAM ACRES I w LOT 7 r - � EXIST'GCe w 1 O �`4� , CURB w Q 0 1 73 r (TYPICAL) I ❑ 2 w li �-- � a 1 (7) CID �� 21 1 a r + e i i I 1�1 r z I� 3.QQ !-,,.� 4 " 1 Z O O cc LU 11035 SW HALL BLVD EXISTING HOUSE o i m O CO co ,� I � I Ir TL #2400 APPROX. FTG w ,Q :+. . I- 36,060 SQ. FT. (0.83 AC) AREA 1 ,548 SF o I 4 I o TAX LOT 1700 00 11 r + " 1 2 MAP 1 S 135AD 213 T CsJ _, 1 o r . 4 R. I T , + " 1 e 1 EXTG SAN. SEWER LAT. Z r - ❑ 1 ( 21500 ) 72\4.00 1 tt+J 4E. i * L IT �, r r CO Tt 4i a i N T ' N 1 ( 216.00 ) : = I 1 :. ..DENY cn 1 p li o co T,,_ W 45'-1" ': , U I o Q EXIST'G ,� •0 i' " Q T 217.00 )_____-------- V\ 1 ASPHALT PAD/DRIVEWAY .. ' e ° 1 `' WOODEN SHED �..._ t Vim : . I 1 o I¢ - 1 T • (2161) _ 1 CD in Cn A I — — — f N 89°31'00" E 259.98' . E 4 '' EXISTING GARDEN BLOCK RETAINING WALL. TOP11 24 Lr) WALL 218.63, BOT. WALL 214.45 d I J TAX LOT 2500 Cd 1 1 MAP 1 S135DA TAX LOT 2401 MAP S 35 DA Luz DOCUMENT NO. 94-013352 Lim"ABBREVIATIONSifililri:1 ROW RIGHT-OF-WAY COP CITY OF PORTLAND HW HALF WIDTH PROP. PROPOSED KEY LEGEND EX EXISTING DI DUCTILE IRON EXTG EXISTING SD STORM DRAIN 9/9/16 EST EST EXISTG SEWER SANITATION LINE DWY DRIVEWAY G GUTTER W W EXIST'G WATER MAIN ' PL PROPERTY LINE AC ASPHALT CONCRETE �c. PROJECT OJECT NUMBER „___ o GRAPHIC SCALE CL CENTER LINE EOP EDGE OF PAVEMENT #INE�,C 14- 153 xs" EX 8 CSP SAN. PIPE @ 6.2/0 40 CON CONCRETE WM WATER METER C1 . 1 5373 10 0 5 10 20 SS SANITARY SEWER MH MANHOLE OREGON SHEET -��-�-�-�-� �-•-•-°-•-•-• =- - EXISTG FENCE ( FEET)T C CO CLEAN OUT SW SIDEWALK 9.A90) { EXISTG SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 1 inch - 1 0feet. IE INVERT ELEVATION WL WATER LINE fqs H. ?O' 2 OF 1 0 EXPIRES 12/31/17 TAX LOT 250'1 TAX LOT 2500 TAP EXIST'G 12" WATER MAIN w/12"x4" TAP * 1* D 18" DIA. DOUBLE FOUND 5/8" IRON ROD WITH NO CAP MAP 1S135AD MAP 1S135AD DET. 8. INSTALL 4" GATE VALVE (FLXMJ) PE " TVVI\D DET. 3. EVERGREEN 36' CANOPY PROVIDE FIRE WATER STAND DOCUMENT NO.2014-049090 TREE 24" DECIDUOUS DOCUMENT NO. 2014-049089 CONTRACTOR TO INSTALL 4"x2" TEE + 2" GATE VALVE P=R CL M w i `° PIPE THIS SIDE OF BUILD'G 26' DIA. CANOPYJ = _ } } TVWD DET. 702 Q °° CO XSAN ' "' a' " 4 SAN - „ 6 WOOD � � � _ FENCE LINE XSAN XSAN __� FD 518 IRON ROD WITH NO CAP FENCE a '� FD 5/8" IRON ROD WITH NO CAP XSAN - XSANn _ XSAN -- XSAN sAr� °' u? ? FD 518" IRON ROD WITH FD 5/8" IRON ROD _ - • 7.: -- z - - - , \, _ °' Co °0 YELLOW PLASTIC CAP WITH NO CAP 00 -❑ ❑ - ■ ❑ , .� _ \ _ - ,. I .. - _ S 88°42'00" E 260.23' ii - _ co I. - _ - ❑ _ _ _ _ - _ 1 1 `� 13+69.14 � _ _`. N L � MP 4.5b � � fw----- ;iv fw �, 71 0 ,f'"' Ilff 13. 7 5 fw fu fir. � 1 �'� 3'-6" CONC. RETAINING / 1 r - T O ❑ I I , . FFE 214' WALL (4' TALL AT I -1 l FFE 214' 4'-7" ,� L �? j , HIGHEST POINT STEP „ NEW FIRE HYD. • wi } WL , �jitiv i o DOWN WITH GRADE 4 FIRE WATER LINE ON PROPERTY ' ! * O u U Z111111110\ �� zr 8" FIRE HYD, 3,_1„-- ::,'OT-F461-4 "`�`' i Z Et a 11035 SW HALL 2p RESTRAINED ` Q " I O ❑ z • ()El BOULEVARD � SUPPLY LINE - _ �, O J Q x Q TA' EXISTG 12" WA1 ER MAIN w/12"x8" TAP PER TVWD -� a j Z m a w v TAX LOT 2400 _ Q MAP 1S135DA D = . 8. INSTALL 8" G TE VALVE (FLXMJ) PER TVWD DET. 3 I Li 14-03 u) Q >- ❑ D 21 DOCUMENT NO. // Q = 1- co ,, 0.00 FIRE . I • r " 1 J OD ED co 2014-081756 1-- M `,2i`. RISER �� l 211 .00 6" INDICATES j p - INSIDE I, ST ST----. 0 OLD CONC. j Q D 2 0 ' SIDEWALK j ca p CC a 3'-6" " -_________ " 1 G. I ? (REMOVED)! _ w 211.00 0� 1 I DRQ • Q r 2\2' PROPOSED 0 -�� 1 I w } d 0 w U FFE 214' IGHT OF WAY " , ' _ 40'-0" I Q ~ Q Z Q Q D CATION �' uta 00D5 ° ° 0 r coo - \Y-411 h ST 1 14� w0Z ,, Z ,! * I 212.00mar , BUFFER 1 Im � C'� _"17 DIACURBJDECIDUOU y� DEC ' t' � ) " Of 28' DIA. / i---- 12 , ,I I „ I „ (TYPICAL) 1 Q = Q ❑ CANOPY j! - �`�'� NOTE: 10 -0 5 w c? 1L�0 FIELD LOCATE EXISTI " SANITA Y SEWER LATERAL if2ST c� Y W mZ 213,0 X06' WALKWAY � o �, � I 12" DIA „ ! 0 _ CO ` FOR LOCATION & ELEVATION. CONN T TO NEW o Ed M 1 0 z 3-6 � Zo + M - tet ` BUILDING. EXTEND PUBLIC LATERAL O NEW R.O.W. - PLANTER O o WEVERGREEN N 2� o 1 Ir,� 3 PER PUBLIC STANDARD t 2'_11" J F- STRIP j m ,- O m16' DIA. Z I O , y 6 cD pI I .' I r� �� , ST I CANOPY / \ NDSC' ,- DI CS co ., ' ' , 1 14 ,,0 - o ` + 1� `'� 20,_0" �` � ,> � . _ _ \ w �I CONNECT TO RO• LANDSCAPE � -� _ ►` + 24 o x NEW GONG TAX LOT 1700 ° - ,o 213, cc w o�, STORM DRAINAGE �. ,� ��, 24 , � 6 DEC 8�� co ` 5p 3.00 s SIDEWALK j MAP 1S135AD o YSTEM w16 x5 PVC ' ' 1� 90#,\ ��', Mtr 21 o � ' 6'-0'� li 1!' `� �� ileHIT V1/ FLE °No u Q u 12" EVERGREEN .� >>> 214' N rD 7 \/IV _ Q- # FFE 214' 0 w j 25' DIA. CANOPY= ; F : ( 2'' 5.00 o •i 4 3 2 1 �/ ♦ 0 0 m j �} � _ r� ,,O o ♦ � , 214 - woo J - „ 11 ao 10 9 8 LNDSCP -' �� LNDSCP ° ? . -' �rj_D ` r r + Q., + bo ,- \ STL STL = STI_ SIL STL 0 - 0 Q o v = 1 0 -t r 3- , ‘ -�- . -.�� 4 -5 w W 1 U) rN Alli wv - / \N---c `� ' ( 216.00 MOL1INITABLE CURB �� `71 z 14 5 °' . �. \. o -9 ��'' 70 �-/f 9'-0" RE-EXISTING px wN9 -0 TYP. ry• i`' @ LANDSCAPE PROJECTION o '6ir / _ z ow ap TYP HOUSE (REMOV'D)o STY • I W N co WATER QUALITY'• - `o _ `V o 12" *II` Ocv X 1 F-+ o �°� < CL OF DRIVEWAY ` U o w ��PLANTR 672 SI +:+: FRUIT Z\ SLOPE-*1.23% _ t 35'-1" N `�. u oc ¢ I w o0 O ❑ \ '74-N INFILTRATION TRENCH 100.0 (10 o ACCESS . 1 + O - ASPH LT U v ,� j z --a .`.'.`.`.` OVER .`.`. W ■ � G�� DETAIL ,� HYD. GRD. ASPHALT �. - - - - - � - - - - - - - - - - - Qh +`. . i W/// / ST STN ® ST ST ST 5T G `` 1 -1E-11 � �. FLOW ~.•.• - - sive / / �� / � � ❑ MP 4.52 _ _ _ _ ST �" f ST �/ �// Wir/// /� ' �% y � ? t i SEE SHT. C4 FOR _ U DRIVEWAY& FRONTAGE - 11 - •.•.• rIE IN 816"X14,10" fi x140 , CONSTRUCT STANDARD CURB 70`9n 6 �� 27 27 7`'.S -� DETAILS 1- I w V- QD Z •DRAINAGE � � �.�.�. . , u , „ 0 i � X21 O^ 18 DECIDUOUS d .`.`.`.`.` 'TES HOLE ) 209.01 sT (1, `L "%'9 - jin ko 20' DIA. CANOPY o -�•�. .�. . . . . . . . . *. 'iv N + , , . , . i ` j % ) . .'.'.v.'.W.'.'.'. ,L / R LANDSCAPE eo .% . . . • • ////////////////7-7-7-7</ ///////////////////// //1(////////] __1._________e_____i_____I / "---..„,.. ° 15+D.50 E...,, ,_IZZI Cr) 0% FD 314" IRON ' - - - - tEONSTRUCT LYNCH OR EQUIVALENT CATCH BASIN N 89°31'00" E 259.98' �F z MP # 53 o PIPE 36'-11 112" CONSTRUCT 100.0' CONCRETE BLOCK WALL 4'-1" HIGH FD 112 IRON ROD WITH NO CAP a I �� Zil__ 127.0' PONY SOLDIER WALL 4'-8' HIGH MOVE EXISTG E J TAX LOT 2500 SEE SHT. C3 REMOVE EXTIST G GARDEN BLOCK RETAINING WALL. EXISTG POWER POLE �0 MAILBOX TO HERE _ LI o MAP 1S135DA PLANTER TAX LOT 2401 MAP 1S135DA TOP WALL 218.63, BOT. WALL 214.45 NOTES: OUT OF DRIVEWAY z DETAILS DOCUMENT NO. 94-013352 WING KEY LEGEND Y - _ - ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON SITE. NO CONSTRUCTION VEHICLES ZS _ 0*v\ - EARTH OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. °05TL STL EXISTG 4 SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT - IM\�� - � � CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. 2 O PROPOSED FIRE HYDRANT o • . 6" PERFORATED PIPE INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS 0R BUILDINGS PROPOSED BY THIS OH off - EXIST'G OVER HEAD ELECTRICAL LINE POLE TO POLE Y o b �a a . APPLICANT, AND SHALL INCLUDE THE VEHICLES OF All SUPPLIERS AND EMPLOYEES ASSOCIATED WITH "' `� `Q, o THE PROJECT. G G ------ EXISTG GAS LINE IE PERFORATED PIPE . o w- 8 N EST EST EXISTG SEWER SANITATION LINE • • ALL INTERIOR CURBS IN PARKING AREAS SHALL BE MOUNTABLE CURBS SATISFACTORY TO TUALATIN " WRAP 6" PERFORATED � °a °°I ,� ST ST CONSTRUCT fi x324' 3034 PVC STORM DRAINAGE PIPE TO EXISTG STORM DRAIN MANHOLE . PIPE WITH UNWOVEN 10.00' 2.0' 3/4"-1/2" CRUSHED VALLEY STANDARDS. W W EXIST'G WATER MAIN FILTER FABRIC WASHED DRAIN ROCK (1111 SIGHT DISTANCE EA. SIDE OF DRIVEWAY IS IN EXCESS OF 500' AS REQ'D BY OAR 734-051 IN TABLE 2 it fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. ,n,INFILTRATION TRENCH TO 2" PVC DOMESTIC WATER INFILTRATION TRENCH DETAIL NTS FOLLOW PIPE OUTFALL GRADE. 1. 4" DCDA DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED PER TVWD DET. BF 200 ON 9/9/16 w� wt 1 " PRIVATE PROPERTY AT PROPERTY LINE IMMEDIATELY ADJACENT TO THE WATER SERVICE OA 1-/ WATER METER RCONNECTION TO THE PROPERTY FOR FIRE SPRINKLER SYSTEM. ELEVATION LEGEND co PROF " PROJECT NUMBER XS"- EX 8" CSP SAN. PIPE @ 6.2% \�� +GINEL�' f'0 14--- 15 3 w� GRAPHIC SCALE 2. 1 ) WATER METER (INSTALLED BY TVWD) w C2 ® CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXISTG WATER SERVICE AT THE MAIN. #5373 10 0 5 10 20 40 a EXISTING GROUND CONTOUR 3. DOUBLE CHECK VALVE ASSEMBLY BACKFLOW DEVICE PER TVWD SHEET EXISTG STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30 (FEET) 21 DET. BF 102. PROVIDE SEPARATE DOUBLE CHECK VALVE ASSEMBLY OREGON inch= 10 f e e t. X 212.04 FINISH GRADE SPOT ELEVATIONS BACKFLOW DEVICE FOR IRRIGATION LINE. S r{ 0' 3 OF 10 S EXISTG SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 EXPIRES 12131/17 n (0041111. . . „_,•1 ,. . . . , -----=. RAIN DRAIN AND OUTFALL FIELD CATCH 3ASN I 1 7 PROTECTION - ,- , b b will' ____,-----BUILD/NG OFFSET AND (.7.11- --- - - `1 -' ---------------- IMPERMEABLE LINER AS APPROVED BY BUILDING JURISDICTION! - 8 27. t7 •-•.;".. c05 2 En' cim .• • -• ; L ] vi . 0, ..-.-Frilehgrade , X -PERFORATED PIPE MANIFOLD .. , . • ___----- 0 cE W ¢ tr) LL1 .0. ., „ .. --4--- FOR LENGTH OF FACILITY: i -6 cc Ld i ...-------- ...)__.- •., 1 . 1, 3taluirg-rra:ih .....- id IJLTIPLE I NeTAL_LAT1C048 ; 1 .--------7' ' - li 1 ToFeci or Wring miledi II ..- Si RUC RURAL WALL PER _. Top of LA:grids _7, L.., ici araciai 7 IN I • I• • . S -.or BUILDING JURISDICTION _ • I Boom rrilakrbi ,... xil" . ; '• • i _. .. : I___, 1% II li , , • . . 11 $7- , 1 i ' '' . L.•,2 ---t A _ -...„. 1 . I " 1.7-.5.: .,;.... .-;.`"- , ,1 _..''--.. '•._ _. _34 . :, 61 2?-4. SC. o • .r, -_- ,, . All_17-. ,,J . I _ Z-5* Sc. GRATE .., <i • I oi e . I." .., 1 I DAT hlIN.SPACE BETWEBq pins . , .• . ,. C;1. . ,,'-' I LJP11'48- 24 . .21 Lao . -- " -*" ' FLEXIBLE i_61E,R • WELDED STEEI___. A36) DROP'-IN BAR GRAF 1,AVIA ' Ili • 1 - - . .' le 1.1 , fr. .5, -1, COUPLING ' END BARS: 1/2 x.2 I V II2 72. Om Iner rii) i:l La_ca Om OVERFLOW TO 2-1/2' LL-- * CROSS BARS: 1...2' . x 2: 02' O.C. et 'I cr ir i!k r''..°1 1 E." rrP. 30- MIN, _...1 ,....,___FAMILY 1D1HW ..-......j _,.-.--- • • BIKE STRAPS: 1 8 x 1 * 16,000 LB. UNIF( A4 LOAD CAPACITY e. 0 974NVEIYANICF 212.69 111101• 0 ,_,.. ,. . .. -gtt.topavalp-)..6-.-: ' 1 . . , ..... . . ii. 1 ct . • BASIN; WELDED 10ga MILD STEEL, COATED ALL SURFACES , -' mC II „ wer 2" MIN FREEBOARD WITH ASPHALTIC PAINT. 1- C. I. NO HUB i I -- ., 6" MAX POND DEPTH //s EIEND OUTLET STUB: FOR NO HUB Z bi_ Vim rim]a: '''' :" _..._ ,0 i CONNECTOR, SIZE AS REO'D FOR ' ! ., - •'''. .:".-•• ,.4 . 1 ° '''' . i . INDICATED PIPE (SF_E PLAN). D ,. . 0 . . &I ' . - • ' ' \ _,, , 0 E L rota • C.) _ TABLE A - ._ . ..,:'./...,:•,-••••••,,•: :::::.‘ -..i-:: -..:, r_..- _ _• ;__. 1 , : • . z „' . . , t__ a- ... __. _.. , ,...,., 18- MIN GROWING MEDIUM 1 dir INVERT Z U) ••• - _ -..-.. R • 0 - • • - , ,...f ,..- •-..... ,... LT. • • 0 ....--... Lu lA° 'Er `C4 9:1P . , • . ' ' • ,t I I 209.2: 0 - I--- CO On) Orl) On) . 'Er i II (., Pre_rli_l) rii.. ir._.,_. . .• ,;:.::.;'.,,, :. • -!:I- -.=-- : ..-- I.;. ., ,,.-- --....:‘,• •...•••:...,.:: , ,.07-,r;v::•! „5.,....._:,:.-t-.1,..,. . •\•:•-•,._. - .3" DEEP (3/4' - 1/4") CLEAN i - 2-0 f rl > H 4 10 4 a ii, L.Ppeaumg* i' .._._ __. ... ___•- - •,-.. ,...:.,,,.:;.- • .....:-.:.:-., .: ,._.. r„.: ', . :... 7t ,I-.... CRUSHED DRAIN ROCK 9" DELP (1-1/2" - 3/4 ) 1,11 .,_CLEAN CRUSHED DRAIN ROCK CATCH BASIN LYNCH OR EQUIVALENT Z 03 -I a la 4 a /0 ,.. . ' : 2 ' 'I ''k.4 . ' /' ••I1 . SCALD NTS ---- (/) 6 10 6 10 P - r. Rim bedinu, . • :' ' ..,.,:. ' wi Till*A . • .-- ' - "' •v,-,....‘,. ,,... - -..1, .--,. • ovE.RFLow to 1 0 10 6 10 . Trine truoicion -_ aliallm.na _-- _ -iiii . -'-.- '- - . .,' -2.05 0 ;.%.--' '-\,- ''.--; . ' CONVEYANCE liaN1121Cal,to wood -""-.11M11=11=11M1111M11.=11. 11:•=.11= - ill 1 2 1 2 5 10 11: 1111=1111111111111111E .,.. ..•. , . - . - ,-; .. . • - -,-;' `.: -. .-\...•-‘. ' "•-,,,_ I-v.II:= IFIIITNIVI1R Ilr'l r .' .,-.'-.% •• , ._„ '.,,, ' '• .‘. :,.:.. - , :,...'..../•':.;--;:,',•\.''. .' . , WATER PROOF PVC BOOT AND 0 W l- CLAMP CR APPROVED EQUAL Ct 16 12 6 10 ' GENEFIAl_NOTES FOR A.J-pErma ,.-„,,, , 1-- . . ., -.-•...i ..:... .. ' '•..•<srouri);A-fldsi-DRM4 PER bEsiaN '.• < >-- w 16 16 6 12 TEL . 1- B4rkerg utr.eAml[rum ely:f;anrey lath WPM rut Sti _ RD3D2- ": . ._ . .. . . ,. . . . . , . ., . . . SECTION A-A 0 Z 21 la 13 1 HIO2 3. Fcr pipn Irelftlitiwi In entirdorefil atom leers to*Filth otgetrof will rrg tes •• , .. • - - 24 18 6 12 wad lord ho plpo 4 2 36'ckuroOx, hum=cirri:nab='Vito norrkii plpe tit:mix. - • '..;. „,.., NOTES: 0 93 18 6 12 3. Pliew 0100 717*IMMO Stre.etnxiirro,NEI km mit ropitnbla ic tin Arend ng. '.. PRIVATE WATER QUALITY TREATMENT 1.11 H o >- < 3E1 24 13 14 L01# 2. .507 MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED fr LI_ 4. Soo 8M. Orp. F1133116 lei trim taw Islam(Itiron ricpiriel. ON INCOMING FLOWS. < - < 42 24 A 14 BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK 0 oD U) 40 24 8 14 initir innic pc N/A110.13BE EMIT EWE 1 il-ill_IL-2D11- # OF PLANTS 4, NO -,REES OR DEEP ROO7FD VEGETATION OVER PIPING. 5. RAIN DRAINS AND OVERFLOW TO MAIN FAIN MAXIMUM LINEAR >- '.- H -I MATIR IA sot"! ail mertm0-4 40 thil 6$I m 10:010brici um, TYPE OF PLANTS SEPARATION. Et 0 Z < Z 5.4 24 3 14 0‘cwrimi umamsmiml umatmszsm 6. a.:11 ALL PROTECTION SIZED PER FLOW CALCULATJONS. 0 0 I- < 93 24 8 '4 The seirction/rod ws..e air vies OREGON STANDARD DRAWMIGS 1 BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH CIF FACILITY 15 BELOW BUILDING FOOTING. 2 co H sufid..tearagga61,2,, on.*&k- m 24 8 14 SIZE OF PLANTS L1.1 Et f-N _I AVrod i0 herOfdlerir0 10. 1 TRENCH BACKFILL BEDDING, • 2 _1 w " 72 24 13 14 Reiser,*ea-twit-0 cnicOreer PIPE ZONE AND MULTIPLE < 121 72 Mg priero.cas i/Pd,12,2CtiCeri, trisrowomoris FLOW THROUGH PLANTER [IDA LLI 2 < 0 Fix Fipm Dyrr 72' Oarrad:rx-, lithe loin narpoitaMity air 0 , LLJ W Ism gErrErel role 3. U) 5 03 › the Rver and'hooks/ noir be akci.d lostkocir owsigking a MI V 2C11 5 1.041MANI MA.=I 34.114 -'4'-r- HANDBOOK CleanWater Services u) • • Z itionwpcfPnavItudonal a- REVISED 03-16 0 LC) T:1- Z DRAWING NO. 794 &sem , ct 0 ct LLI _ 0 CO Effect:Ivo Dirt.: Deternbuir 1, 2010 - May 31, 21117 RD300 i'70 1 GV.,l iincla:: DE'vetoori-le.ril kJ:3-DE.(71€,s Haldi-Jool: 0, acanWirs v Services ce a u_ ------'.- FLAN 1 P 1-e.:V LK 11 L!IL LN-1 • -. .. ,. ---x.7- L - .. I LI, UI., c.,,,,..irriii,„, _____ . , , __ ,-.,.. ....., .... ...„. . L r-Menu ewer pkgs • _Timor 01 ri • .--. - - - ; Tracer Ara 7 . ..___, „. , .., t ▪ • \ C\I I 1 7 ./ slam u imolai -MI1:II=.. il Csoso noio IT .11.- i .' PIG n314 al i - . LI l'11-1 . (1 ( . -,,/:... ri,'",f,(.' -.-- . N cN IN 0) r. i / -Ili i fit ---MY I: 463 / 11. , -..-4.] . s.-0 A:', .1-• Z C\I 1 _ I= ii ,. :Lii....1r, . . :. ... .,. : :11: . i :r..:..-..,-,c 2..:-I. Lil !:L.:...:..E . 1 0 (,1 ID . ..__.. L .D 2.?_..to.._. , , IMI 'a... . 07; -,- „- r: "H.;I 5 _ . . _. . • - V ' =11 . '-'N ..-• - ... PLANT REQUIREMENTS FOR PLANTER BOX r< i....i cc, -'s--rli ., • -.....;.. • i • :. '-..,.. f': r-Pr'IT74- P 1:1-, .7; .-,10-.r-r-• /...c... .,.. t _ .. 1,11 ..1W 1 ,1.1../ ....:.,•.!. `AFRWEril *II ,•. .... --:.;I :1114, ..014 ,...511 1,'IP. IZ4 0 c\I N, 111 1174 . , .,....„ iM110 a :11F -,......- ....• a• .H: .L.-Al_1-.! 101!.r. 1=1 - ti ./ i • I fl --'W's ..•:4: iill'.' BOX SIZE 672 SQ. FT. .-Pliant 151:0cmisal Iwo Vinci un nun .. ' . Al* / ...•• ,.-•.••. .IIP . ' 7,-' '::•,..4- NOTETr; ', Z 0 ---1\........ r 11,=•.•..• , _ _71 :,:.7.u..11:111_!-..1-_. Hi ii," .-,....a. 1.: ...1),IN.S 51-.1•L 5F '.I.II-H FV.T:-.1.;.'. 1---- ,• ', ,7+-X".::.;.s.... .-II 1-11 •••• ...'. - • 11 111! --.-1_'t 17 i...,1 ,..a_ r A-W i Alc .: -IL.; 111,1Nr:._.i Li.-.LL.L- ;_cilLwri:7 6.%).'.1_;.i.tiii. CATEGORY 1 iS._-_ .. 'r. ,11F.I!`4::-.- ..'''..\,, IV__ ..- :i1_ ., i_!..el_ LI Itia, E: IL IC .1 ir_ .ILL.,ni I-4. 0 -.11=,. .ji' -tz Irc :,..11h .4.; . :L. • •• . . , e., Ploporty lino-,. ', ,;- E1.2;1M 2'x 4' ind p=r 1 I*11 „.,... ....,., ii. - Minalland or iik I i', '11.1=i ---- mrirpuktOurvi 9r 11=1!A:\ i!•,''''ill. L_ -''.',':' .4.L.li..' •!.0::4,, AIWA .: '.11:1_k # OF PLANTS 6.78x100 = 678 PLANTS coarrnocciii rILl bi ' pi Ucl ID priPmrt piug 11= 1 %.:--=.--/ 111W11 . jilub :1& ,--- ,-*;.'-s#1 ,i. .:1.`".!-.}:iiz I.: 1:7„... Li ': =4- ::I..,! . fp- !- 1 -rn fat It 22541 45 :--).._, 21:atkrat In poce 411: '' ."` -ii:= h=911011 itst• id litil..5'10 45" .II=I.' 4. '. . . -IIP I. _;1_11.:11L_ IlVal 11-At-b--.:1-L from lents! . )11 TYPE OF PLANTS: HERBACEOUS t _._.- Sims main # to•Want] PLAN i %WI neich ; 14111m1 teal votes! 'II: 11.-.6.11411 - • ur•:-,4114 1,4_1 PM: .g.i:lk r_iciE TpLANT @ 1' 0.0 : - I . Cf , kJ T i-. ii .-Traner len i:•1" ? / _ 1...4-1, 'el_L.I-;_: .r,P. II IL .. ;II ./ DEEP TRENCH SERVICE .1. Li 1 117IF '.:1-1_,US !-•r cr_i_crz L•ciLD. I • E-.4 ----1 co - CATEGORY 2 Graind-. -::,:L..L% 11.1-: i.•••••1"1",j:"I' .'.-1[•,.7 -..F.1.11:11 E , .„----Estoril at lewd 1 r ---. •:.4-117 Ff.!: ...=..T7L4 ,,,r,F- r r••= 1--1FF• II) N.) q swoon i., ..•.: -- obour sieve OLH # OF PLANTS 6.78x4 = 27 PLANTS I 1 I L4 I-Li...._. 7, 1 Tritsw-arra -,, '2 . 1:111 r-_-,1101-110, (Bee Me 0 / ; ' - -,. TYPE OF PLANTS: SHRUBS (.0 .111111: :117411R111 ., tipi-.4-- -:-!-I'L LE"..1;1-.-1 I". -:' 1. !LI„-i-sLI ,- ---I -.1 .; -II - 1 _L ..-Linektirbici-__. I • !...i- ' ;1 -4-- l• '4 yr, ;•',. ..k. _+1 _tr,r.F.;',..Trt :71-'' ..:F r...117, .,11-4-..t,,.,. i....:..:01=1"i7.•-.6.- :• PLANT @ 2' 0.C. III L .IWI - - lower- Am --t • 1 _ __ wmliwrr II I=I1= l'a .1.4 0r: .1.-.17•:7, TC, -.••;7: -.7 177 _ F.,: ir .. .-:,,-- n, N.- ID 0 Milled :!e;•- NOM: 2,:::' Li.4 Al I .# ° 14.1 •• P .1 L, rink • ,.-'.-r /,A.''s..1,;,1,.,.•A4.‘..:`:,,r*,..*.i. \.'..,./ .F.,5,• ;4' Z Li] . 1• Firm arpd rtncifa gatail bo;err;skim Orly frarukcimeJ Lbw*al I . • . ,-- Z ---- -0-Si _ corm:eon .0! I V.1 be used. • ii.TIFF rt.' -..ktyri ;••.'"1: - - ,..:.,, 0 0 ----- rriLui07 i - _ -Mame yell ---- ' -111 -. ' ' ,. • ..",- -•:-• ---:-• oi-ofi. 1 eNot3. CI 1 - ... V • '....:... ...--.:7-... . '.1. ''- JI. 01,111. • .:r'21) 44- 11 PM MCI 7) c.- ., . ..-!..- . ,•0'.. r.;"ry- 2_ For deullo nut*ow we'taw reroh officlioa connoion*meta 1 L-• .i."1_ -.11-','>IFI:-. 1`..,r.: Li.fri ;r...1..d.".."1:. I 7 i-r-ji H13 11 .111,1 : ''._:'-'- '. -:4' • .4-,L;';-:;:k'",... 13o4 mato 5 --..„ ,...--.[.. il ...,_.:::::::,s.• . ____ Rua =I -..-,,,.-...-- -..c. .. •.. _.-4.-.7-',. .. -•;-.._:,.... ,:.•.:•• :II "t ((' 0.,'. 7.k. ; ..,;:-.il'c--7,- 3. Voitall titan&lido INV ruici L..I mocl. 11 If le ncrt rmade in rmirdraln vieked . - ' .... ..-,:4_11-4.:,---___=-::::,...7 _ 7 ::.r":.,i7.,7 C. -::.'.1.17.1j1 :-F.-1,•:E. curifi, KH•-,:ri ' :V.-.. ..-.. -.. °I.; 1 1 •r-- .....%17:',:, 'CA: .L1 'LI- -L -1- Iki E '-17" ID -it'.''' ..... -k ....440_„;•L_w__,,,i_.'? -.... - . 1 1 Innch Wilk,LIM dternglo carrwicion=box'le maintain ir rrhiclffpin • . -J- ri.,_ ----L.--.• 1 il -])k -1 II + 1 TIC ' ' Ill\'-4.1.11111- Chiliran totem MIK fr irel trarcti*el& Replace ill=amid a- i _ I.,_.-N.1..:;-_ 1:,.." .5,7-i i:_ivk ;.:: ;:4- HII-_ .N.!..1.1 ..r.v...IN'.1 . .;J.II. -.`..;.;:..„ .1- ... . J. I M• im 1 I i . . f t4•1 ID 0 ~IS rr011ritillatk 1 1:10011 IFinligr billiicrimPx17.1 ID Ild'A 1 cl-----5 11 - 116r,1 ._4 -w.0_, - .1., ,, _ ,. ...., • ,. . .. ., ...... / J../ ....: - ._- 'r A...-\:.' _ ., - .4 -V._._ • IR -,, * *•.-. --_ --- ..... . .10 MEM rook Pilaw cirway. 1 :.....:\. --L.:.:::„._.--f --- 11.-- CA-71i, i • ' - -- -Lir',. 1 p .- 4-;-.. 't:'. t. ' ,. I --- . ./1'; I 1 4- I- 1 ----2,-,, t'tir.okg im"ii ..- =iniirip„,„,,,,,, • • II . ., • - _ 4.- -.-Undisturbed 4_ WM,"EIMP GX4-kcitin ba ut ix alp,kap.thin kr film*OW, *Wu y .. , 1 ..." 4 • .• i .i,,.., .,L „ .c.,n 4.4.,o_L_t_,..CL .1 IA am opectrled .1 -II= 011*117--:11 -IIII. Ka Iron 30 mil tiro Mould Os med. ..s.q.''..114-,_,...--...p, ,..ce,i,,'%A.-- . I li- ."'.. I • ..C.N.., - , I rillrilli +.41. • ..1.-L``t,i4,1 ...99 I -- - kt.r. ..-.0,, .i..46• ... . -cfr,.. Pu .it 111 ''- Cas&Mowing io 5. Rie•budding end tezkli eft W. DWI Cr.203_ .. ,- I ------ --- _. -1,. .;;,_:_:. .1 M11011WIr. item of ticcina too I5. am OIL ay. P I:IC I 3 I i f i'taw irl v.anima. ------ • I' '1 ./.,. i -111-711:=.11. ELEVATION ---1- ------1 .ii 4 11 r-,:-'. i[ ; WAS-IL-WA=SERVICE TAP , 1.6.- .----x-__--- 11 - ii L. .7.,.- --0.i--f-I. • • ' . ------1 .-- -1 ---- : __71., pr,•-.4;&1„s_.-...xf_-I. Stikl-E1IN TRENCH SERVICE Ch_r_IICIDK OD. "num_upon ma 3 1-.LUL-2C.11S 'ii /..:e.L7re's r-- 1 I- --0-71-A•2:2 -.-'- I NOM& 1_ --rn_ ;-.• - .,-r- - IWOIR AN =POW milUerkinVil Pigi Oa tell I r9 103.dires Ili 11.-.11 . 1 le"FF..q 1.1.5 ,41'iU--'2- `''' 1.'r1 10.1.-Ti•e. LLC.' ; :1.: I .:...'..-- :., '-WE ti!arm,11:14wmaimillIml Anatcstba 'n r0%.:1--,-4"-Z-4--I,ec.,5;rcj_-_,S - 1.StatICI 11 Pli100 bill otitsom memo of=rim ti•• law,: = ..1 :na:.. I-i e."U.•-.Y.1_ .,•: 'z::-IL..'-1-.E1..1 PIP Eld 11:1 lorm Tooloitgrrt omoi. The setecticen 1.7cl coy uf figt5 .1 c. ''. J- 1121- .,-- 71.--1- ,-,c‘-;.-- ., PTF ON STANDARD DRAWEIGS ,04:4t .r.i.'. Ilk r-iIik -'-!:-_ -1- F' .7'E._ = 0.:,-42.-_: 3‘,11 P ROT( 1. WWI FICUIV.i WEN=ttml bo Intlailtd E Tsgio&topping Newhall be mum-tight and .14siuldfard Draiktoa melt& de- L-ct--,''' 0....../.3*-P- -1400-5 --. -- q - Is... ,-. NAN.--.--;.--.-... Ni - -LIT P LI 7 TFr 43 T4-- GINz. /--) 9/9/16 1. Hp*mil Mingo otog CO COnal D4. 11IFEIMI 0=W. 001V01711 15 11:tratl/ Ipi 1521 011011C11 rielliran11111. Stiffia io wale/woo prOM .N.• 4",,p, F F-..1:.imi •;.-IF.,....,Et__ c- 4, Orihr rrwAndLII• Wd AIWA 0041 I-.4i Lipid senener ea-mil-of enfithreer- SHALLOW/DEEP TRENCH SERVICE ..,,,,,,:h..:,,,,..e......;-..\.:7,-, kINIWL111 '..4.- p: EL EI '.-11 nN ,„-_, #5373 et wt.' Inc sant it Tim.ifir tom nortoeui a.Ta4zing ins Ihd!a protn- o int)phoo sorpi as mg '*f who'Jeductieyos, ODNNECTION, BLOCKINCI AND MARKER! .. , PROJECT NUMBER P21 2_ NMI urn depth et right al way or aildrrlint Ire 10 WIWI,requirud 4soc-lb ul=tut/Ilme veHori wowed by ft*III raw. iv tha safe raponsfisiay of , , , C7 *Nal be'4._ minimum ilOpl rewhe kl Moab.dwpIti. \ 0 REGO N i j 1 4- 1 53 u.! the 4oe-r 0204 1h044:1 AGFZ be 201 5 : 4.Far beekkg mid bid* we Ski.Diu. MOM. -------- - •-- ,. . - - - - , , .._ .. _. . .. . 0 a MOWN'Mel Old fel bit voted'Kea 6 For baking ursi bacloll aoso SA_ Dm_REM nazi irtoSar a:km&tint;J UPJ I LIMARI IONOr7 I_I . •1 1 is '•,..L4.V 9,icifr/f, . C3 Post Val I Ws g'x 4'Ir. ti IPLI-fflid lir rrinknimi U. Sea SW.DIV. FiCeae!Dr iracti wino ElouJI. R.SleFINFelrif AMARSIA2fidise- 17-74.1 I WPM"N.Mill '11 - r . some*dam grow MI spoeso ina foil bo pitied 7, Hee tad Dm.HMV fro'tinir mks daida. SIDE SEWER' / c‘ DE STORIVI ,,, ,,,,r --.,„, H. Ta\‘'(\\j gbver.. SHEET ,4_ .. e_. . I P PELiN E. k._.itdn\ivriteT:v Services : EXPIRES 12/31/17 Illor Effeetireo Dirts: Docernbir I, 2010 -Pft 31,2,017 RD:310 L:11.....'..'1,11:1',.:. r..,0. :!-L-. , r:ffEr; i 2 .:,1-_:, •ar ccumitto.ELt. ..3 clear. . ._._.. . 4 OF 10 r • _. _ . EL m . STRAP/SUNG M 1 - ' . ,.��,`t s' -.` r .- ..__+' -aw- •- _�•�.f _ .a.� r e` _•_,•e=q-,\�`,=f,^/a':•� ,!��.'.�♦/�`:f;',.,`.r•;/b��f.,'�-. %,- _ - II STR A DDLE BLOCK E TI ¢< m } C121 TO l . A1 (f9 i ' - --- ENCASEMENT GO PER rerAEL zoo ( �' xsTtacr STANDARDS CODE STANDARDS v .. 1) L m m ow Q z oy / i B FINISHED GRADE ois , Ay ._ wC _A 1 __ RETAINER GLAND ETACL Tf _ NOTE_ 3 UN! ADCTOLfI PPAE Q= ; Q w - GAcSrpp� �-%� ;�-/+t!i � l�� \� PROTECT lRAAITEA{ ,G \\VC DOC TO vii T SE TTLiAE71 D c U • - _ �"' --T •A •. : 111 - . !-/%7:.\\.:,,.:,\"--4,./ .1/,-.,,,,.. \,7,' ,: ' '' n ' r � SEE Nrda • _ ` • � MIN- L0 1 :MwVLJ 2// ' /v/ , , � �/ � / f/ ��f. \/.\, `r ,</\f‘, „�/ .�;. \ 1 „ MAX. SACK ILL � 4 �] f' :• . ; a " te ' ; - , .' . . , f a ,(_• 1 Ii.:0 • , I �._ FLANGE C(A#>'I.31MG AP.wroR ta0 . X\. .4 ... ,„..i.'. ,1 , - 4 .. .. . , 1 . I L /' . r .. . 01 ® , v . . • __ , . ._ _ , _ - _-_-_...._... _-.- ',{ ! QPTIaYAi. FIRE DEPARTMENT r .[.. , 3 E CONNFCTTCN. CONTACT I.nCAi FIRE E:>,1 ' f ._rt.', �� 3if r111 .-'- `;%'rte "fir•*: .�. ., I __.LE [ L i 1• FfAT29iAll.-\ �== n ___ _ _ - -- C tw.` �` I� 3 f`l� /fid/�` �y Lw x McTUNG vsTFA ' --s rte; 08 � -- 'Nett" I J / ;/ ‘\/,,./ /\\''''' ,,,,,, • r � �\ l \ \ , \� REUUIRE7Ak.TiT5 \ �_� ,....,-__._..��F L -y+ -!i O RP I / \ `r\%>...'\''>;/.,\' \ \. \ '\. \ ',/,'\'"f SEE.DETAIL ]A°ANF! �'-.-•---'-"-• --= / 1t n u, a. mit L 1 I `�/r\,,�\ ',X '^:/ti\r/•<"<//', \\1�<.. i f� f I G� //�i/ f / � / ✓ i/, srrrecA�Law s �-t-- �, TABLE 'I �N PLUMATE (I) ' f Z J PROFILE VIEW , i 4-o - 0 f BRANCH THRUST BLOCK0 i .-AIN I'D CUM OR Q AR. '�__I U$/ I 1 I. , - CRODND UNEIMN 6 MAX - .., DAY!!(4I o • T� r PIPE DIA BEARING AREA �R 1 .+ �,�_ (IN) •(SF) S - • s ;ice' t 1 j" _ �� i j`a'y �I` �' �. l.l..� J - L {, ' iialgt ii, �,� i : lri1 . i OPEN 4SdLY .f ISOLATION BALL VALVE J ' ,. / j F I_I_. - iL._1 _ _ � f ...\�r � -., 1 - � zoo . :✓ 8 5.0_ T -1y: , /.\ji is 3 j]Y '� SEE r 12 11.3 .... ` I .' 4V0311.` ` Y ! 1 �� ; \\f i SEE NOTE S i I 14 !, • PRUNE CHECK VALVE J �-KEYNOTES; _ I - 1/ I,: TWO LAYERS OF TAPE WRAPPED\` `/\`f,,�i;< <./(//4''\/-'.-V/-'/; .:•• - ,,\ � ,. .r - CO < I- -� �� II A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK _t y� �` `- "..= ALL THE WAY AROUND i-' - I CO SIZE SHALL BE, PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY F ,i 0 DIMENSION. CONCRETE SHALL BE CLASS 35€}0 (6.5 SACK MIN.) 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE ANIS SLIP' OVER PIPE AS tip- T4, 0 (13 B. WRAP LAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR SHOWN. CONCRETE OALLAST ' , MN � ,,� LI_I KEYNOTES: SEE!VOTE z -•, w P __A' _-. -_Roast TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM 1t1 (¢�] --- "i I rjp . SCREEN . BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN 50 THAT ENOUGH IS €...EFT Tn PROVIDE - 1 F I11IN � --nfum TO DAYII(71T FR = Q ? "W" CAST IN TOP SURFACE. VALVE BOX SMALL BE PLUMB, CENTERED ON AXIS A ONE FOOT OVERLAP AT EACH END OF PIPE. P�ttTrroLtE�-I{OftE'fISLET+ C. STAINLESS STFEE._ TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. ' __ STAINLESS sTFE SOAP PUMP. QF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. ^..-.?� • u V `"L"° AN' �1U TON W z D. LINE-SIZE GATE VALVE (FLG X MJ). I -� SUMP RETAILS, E. JOINTS ON BRANCH PIPE SHALL BE; RESTRAINED PER DETAIL 21 . B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK CONCRETE OR AC 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT ELEVATION W I= PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4" COMPACTED TIGHT FiT. FOLD OVER ON TOP OF PIPE AND SECURE. IN PLAGE WITH 2-LAYERS OF CCQ W GENERAL NATES: 1"-0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 6" FROM EDGE OF CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE. Q ~ Q J 1. BEFORE INSTALLING TAPPING SADDLE, CON [RAC fOR SHALL THOROUGHLY CLEAN PIPE PAD, PAD SHALL BE CENTERED AROUND VALVE BOX FOR CL_AWIY} UTILITY 11TiUTY U U Q t 8ILC0 TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. I v I SIZE '' vAu�T VAULT 000R s }- 3 LOWER PIPE Iwo TRENCH BEING SURETHAT THE PCNL ,WRAP IS NOT DAMAGED, AND WITIi FDC * W/U FDC * ° I- Z SADDLE WILL BE INSTALLED. D. OPERATOR EXTENSION REQUIRED WHEN VALVE NU1 IS DEEPER THAN 48" FROM MAKE UP JOINT. 2J�" 575 LA 515-LA JD-3AL NOTES: Z 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. FINISHED GRADE_ SEE DETAIL No. 5. I. COWIRACTOR TO SEAL Au oPUI"+cs LN VAULT WITH _ 0 z Q 3 577-WA 577 WA J-5AL NOF! SHRINK GROUT 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF E WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING_ 2 CONTRACTOR To INSTALL CONCRETE BALLAST 3 cu FOREIGN MATERIAL PRIOR €(? TIGHTENING SADDLE. EXTEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BEL. AND SECURE IN '1 577-WA 577-WA J-5A1, YDS INN AROUND S, OF VAULT%NENE FLOODS W `I- - C CTR MIT GROUND MAIER FAST 1 PLACE AS SHOWN. I 6 676-WA 676--WA J-5AL a CLEARANCE BETWCEN WALL_ AND DENCE r NTN, TY 2 J W 4. SADDLE LOCA TION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR POLYETHYLENE TAPE_ 8 687-WA 687-WA JD-3AL I MAX. EXaRT s• hiN, a-MAK FOR 560-NA VAULT Q > Q ❑ 4. DETrCTCR METER TO FN EVRIC FLET W J PRIOR TO TAPPING. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND �0 5106-LA 5106 t.A ;p-3AL { = Q 5. CONTRACTOR SHALL AIR TEST T SADDLE TO 1O PSI PRIOR TO TAPPING. LARGER SHALL BE MJ BUTTERFLY VALVES. 5. PULL POLYETHYLENE ROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE �. ---:=te crA„,L- „PPS„trr OIsrRA:T WAKEN 0 W Q 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. C. 2" SQUARE OPERATING NUT. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN_ 00 �' ------ -- cn • I- Z Tualatin Valley Fater District DATE: 6!112012 Tualatin Valley eater District DESIGNED:POB DATE: 6l 112012 Tualatin Valley Water District DESIGNED:SEA �7 DATE: snsr2ols T Tl�alatin Valley eater District DESIGNED: Ppb DATE: s/1l7(112 O Ln Z TYPICAL VALVE DETAIL �"E BAG INSTALL DETAIL DOUBLE CHECK DETAIL o o Z DIGNEO:FOB r ? APPROVED: MFK DETECTOR , TAPPING SADDLE DETAIL APPROVED:Su, nn II LL rf�� 11 00 o W 00 f+ �/+� 3 Af'F'IZ(7VED:MSK �� 'J � APPROVED:MI=K � �'�+ I��4��I� I L L! �1�Rf� WET � �•�. 1ASU SW (70th Ave. Beaverton,()12 97{106 8 I R50 S 1 /Och Ave. Beaverton,OR 971306 1 SETTING 3 1850 . 170th Ave. Beaverton, OR 97003 2 1850 SW !74th Ave. Beaverton,OR 97UQr5 SCALE:NONE (503 642-1511 www.tvwd.orgSCALE:NONE (503)818-3000 www.tvwd.org SCALE:NOME t I VCf METHOD SCALE:NONE ASSEMBLY BF 200 (503)642-1511 www.tvw(1.�.rg > (SUS)b1I2 151 I ttw».l�tucl.or_. r O 2" GATE CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL VALVE DOUBLE CHECK VALVE -Nis ilyw-- i 3 q2h' f N (1---7; --- E i I �0 AC PAVEMENT REPLACEMENT. tr- -._._. . ...' _ 1 p� �F,U j-1.-------18- SEE NOTE 4. N �. CUSTOMER SIDE cn < � - I 6" MIN. SEE NOTE 4. N ... _ d j 10_ _ MOUND EXCESS MATERIAL 10 ALLOWZMETER SIDE _ - tl .. '.ill+: i �Ilrl� c�a R ,P;_RT� NF o co;_ -.41/4-TA: II I -. --- _ _ _. _ FOR SETTLEMENT. CONTRACTOR SAwCUT CLEAN EDGE FOR W I w ; ›- LATH ON PROP------ SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. o a a I SIDEWALK •' TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. o N y € I LINE AT TUI . I I _. I f SEE NOTE 1. L U �` -� / -a �-_ - �f . V �I EXISTINGLI EXISTING W z o �-I GROUND t>r ¢ AC PAVEMENT Q in T PROPERTY CORNER. I ;I _I PLAN SEF NOTES 2 AND 3. �' - / -T PROPERTY LINE AND i ' ,' �` ' (.4.c - LOT NUMBERS MARKED __ .• zx ROADWAY ON FACE OF CURB_ E Ctlater I , BASE 5 S ,,t:."(.2 Pi. AN - i - II > o /-- CARSON METER BOX SEE NOTE 1. (OR EQUAL) • CLASS .,A„ . : r t L W I NATIVE }} � :I}, I iLn '----`ti BACKFILL : . Cl-ASS "8" 3/4,.-0,. z l cn r� + CRUSHED ROCK co `/ �y � ` -� , N��/�., \//', r f f!'` : ' ; ' ,-„ i 1. ki,e i111111Ili tiii K';'`�'�,•\ ` ,,4- r GRANULAR .,_.,.; . _--- - { UL R BACKFILL -n ` /\ \ \ `x•� � z .� moi. ELEVATION Y 12 2 DOUBLE CHECK - - ._ -. _ __ . 24" MIN CLEARANCE `-+ i - -= PIPE Q �' VALVE ASSEMBLY -I: ` ZONE _ 2 V METER BOX AND SERVICE PER CURRENT :;-PIPE OD W INSTALLATION BY TVWD 7 1 PLUMBING CODE Z Lu rig I Y , \: - 6" PIPE BASE p o " -- I- ----I-I I . I 6 6' _. . Il IL_____II r_2( TVP. TYP. i}'�:�' �Ai ., 6" MIN tCLEARANCE -�a� j _„F fe10 % - ,i.•,�, .i I 1'-i J ung 24" MIN •441. PIPE ZONE MATERIAL SHALL BE 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL i r - - tCOMPACTED TO 95% OF AASHTO T--99. CRUSHED ROCK BASE ---METER 6 MIN ELEVATION 2_ CLASS "A" NATIVE BACKI•ILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND NOTES: REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT_ 3. CLASS "0" 3/4"--O" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED (1111.11 NOTE: 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. INSTALLATION SHOWN 15 ONLY A SUGGESTION. THE SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE DISTANCE FROM HO1 1014 OF DEVICE TO FINISH GRADE, PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 4. SAWCU 1' WIDTH AND AC PAVEMENT REPLACEMENT SHALL ESE. PER APPLICABLE FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 3. ORS 92_.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OE JURISDICTIONAL_ REQUIREMENTS. ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED cs[ PROff IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES `� Pn/� O �f IF FREEZ f'RO CI70N IS PROVIDED. THE 24" MIN CLEARANCE MAY BE REDUCED. AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OFA SURVEY MONUMENT 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE �� GINE4< /� LOCATION. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 4' #5373 PROJECT NUMBER r r • , �T Ir Ff DATE:6/1/2012 Tualatin Valley Nater District DESIGNED:PDS 1" & LARGER METER DATE: 61112012 Tualatin Valley Water Di DATE: 611/7012 Tualatin Valley Water District DESIGNED:PDS 1 -1 f2 , 2 & 2_112 2 strict DESIGNED:P{]B DOUBLE CHECK DETAIL INSTALLATION WITH DETAIL r - TYPICAL TRENCH fjF-r,AII OREGON C3. 1 �\ ZIP � APPROVED:MFK \ �^ •> APPROVED:hAFK BACKFLOW PREVENTION � �''"` ��' APPROVED:MFK BACKFILL ,y ��cr 9,ta6h �o� OR 97005 BF 1 02 1850 SW 170th Ave. Beaverton,OR 97001 702 1854)5V►� 170th Ave. 13eavertnn,()It 97006 �'1 SHEET IS50 SW 170th AvE'. fieaverton, SCALE:NONE DEVICE SCALA:NONE t,J 1S H. ?� (563)6>42-1511 www.tvwd.org SCALE:NONE INSTALLATION (503)642-1511 www,tvwd.org (503)6x42-1511 www_tvwd.org EXPIRES 12!31117 5 OF 10 (00. PLANS FOR NEW SIDEWALK, DRIVEWAY, PLANTING STRIP IMPROVEMENTS IN RIGHT OF WAY o b a cg J _n =ii Q al m m m 6 d � Q (n W KEY LEGEND ON _ � U STL STL EXIST'G 4" SANITARY SEWER LATERAL FIELD LOCATE . FOR0 o JOB NO. 14-153 ( } 0 JULY 13, 2016 � cn ELEVATION & LOCATION CONNECT TO NEW BUILDING. EXTEND 0 X PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. 1 -1 C �' SCALE 1"=10' Drn N M Ni �`�' % q �?. ,� �'`�' �� . I GRAPHIC SCALE G G EXIST G GAS LINE `1. co •. \9 �, I 10CL �, 4) //-\ 0 5 10 20 40 O EST EST EXIST'G SEWER SANITATION LINE + N & 4 1 15 -4 0 o ( FEET) ST ST CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST G f - STORM DRAIN MANHOLE . 1 inch = 10 f e e t. z 24'-0" I O W W EXIST'G WATER MAIN DRIVEWAY D I V u) _l__ / z fw fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. O 0 1l _ DRIVEWAY 0 J (f) WL WI 2" PVC DOMESTIC WATER. FIELD VERIFY FOR LENGTH REQUIRED 11 APRON 10' SIDEWALK Z CO IwM 1-%" WATER METER j I N G7 N I {!} J w 'o ' = O OLD PROPERTY LINE . - o) a, Q Q 2 EX 8" CSP SAN. PIPE 6.2% o C� -� - I STREET o N _ °� y O O SEE CIVIL i3HEETS FOR 6 EWM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER - - rno R.O.W. IMPROVEMENTS N 2% SLOPE (MAX.) N ❑ Cn 0 w ►�' OUTLINE OFN\ _ � cK SERVICE AT THE MAIN. 6" .7' 24'-0" 6'-O"r o BUILDING z y ; - �� 214'95' o - -< .. �1 i_ 0 2 EXIST'G STORM DRAIN MANHOLE RIM. EL. 207.12 IE EL, 200.42 J SECTION B-B TYPICAL SECTION = w N . N _ �� NOT TO SCALE 0 � 0 0 EXIST'G SAN. MANHOLE #9492. RIM. 210.32, 8" IE OUT (E) 202.32 u ,-D I I ` \ I � T -0 w Q Q 3 �o N 00°26'1 I" E 0.55' : BUFFER - ---- MATCH EXIST'G SIDEWALK 0 0 Z \b. Gr Fx__B -r s sT cr r ^ - AT END OF NEW SIDEWALK > p ~ czEND OF NEW SIDEWALK ; (. EW CONC SID LK I-� A 1 /� _ ] z tL Q 66 a DRIVEWAY '�--. - --4 ^-i- -- --1--1--40,--.-�--- ° a 4-�--�a-__ - � ° 4 ° Q a a ° a '` ' coW C CL STATION a �° a , d � a a- o e- - �.._. aw' --^a----y;..� -____� t S J e I ° 91 d d 8 a ° d - i ° a e ^S �"--- a� d-d- '- --° _.W__.,-........ , L J 1 fx� a 4 14+82.89 a 4 \�a 4 s °d a ° a ° , ° fV - a "✓ a 4 Q ° ° 3 $ , �b - �-_•- -7- ��- 4 ° 4 ° o 2 a a 4 Q ] t ! 0 1 ,1 w IC > 0' - - J �+ A 4 d 1 9 •l1n ° ° ��.° �Y -� e° n ° 4 ° ° ° ° . Q Mw V i/ y >- .. ` pa W ST CST 7---:-------i:+- SST EXIST'G SIDEWALK _ _ . . c� x:S 1 ,, T t0 -EST S T €-S-T---- 7 C S T. ST- -r _ 0, x S,. �-4 _ 7 'CST O ' 1:1____41.,,_„4.,, r ( A��_... __._. _ z i MATCH EXIST'G SIDEWALK -r --- I 2' � X �s_ _ _ _ �r ... . --- _l- - - L1.I G - G- O G G- Sit � •� - - G 4 • 7s:: -- I 2.sD CO N- O CO G G - Q - G G --- G - G -1 G - SIGHT DISTANCE EACH SIDE j CURB INDICATES\ o - o CONTRACTOR TO INSTALL 4"x2" TEE 0 24.00 ' 61.-0" 6 -0 6 -0 o �" DRIVEWAY IS IN EXCESS OF j PLANTER STRIP OLD CONC. cry a? - + 2" GATE VALVE PER TVWD DET. 702 500 FEET AS REQUIRED BY WING NEW ' WALK CONNECTION j SIDEWALK ° w OAR 734-051 TABLE 2 (-12 DRIVEWAY WING (REMOVED) -o + _w - - - - W- - - - w - - - W - - - - - - W 1 ax) :D s) . .0, W W Iv; W - -W c+xi �' W - W W of__ , ,, _ ,_- - - 4yW- ( ) Wo o I W W JU MP 4.52 i EXIST'G R.O.W. * L "OR141 : BEAVERTON-TUALATIN HWY (SW HALL BLVQ)" RAMP UP 1 :12 SLOPE PLANT LIST IN RIGHT OF WAY i 1 .5% MAX CROSSo PLANTING STRIP C.L. TO EXIST'G CURB TAP EXIST'G 12" WATER MAIN w112"x4" TAP PER TVWD N SLOPE (MAX 2% L A DET. 8. INSTALL 4" GATE VALVE (FLXMJ) PER TVWD DET. 3. N FINISHED SURFACE NEW R.O.W. N PLANT GRASS IN PLANTING STRIP AS FOLLOWS. SLOPE) C.L. @ SW HALL BLVD CLOSE AND REMOVE EXIST'G DRIVEWAY. CONSTRUCT o NEW CURB, PLANTER STRIP AND SIDEWALK PER C5 a o EQUAL MIX: N SPACIFIC NORTHWEST PERENNIAL RYE GRASS Wla z PRIVATE PERENNIAL RYE GRASS 1:I`?- TEELEE PERENNIAL RYE GRASS NOTES: Q 1 . REMOVE EXIST'G DRIVEWAY ON NORTH END OF W o Q4 PROJECT AS SHOWN. � 2. REMOVE AND REPLACE EXIST'G DRIVEWAY ON 0 SOUTH END OF PROJECT AS SHOWN. LEGEND E--' 1-.:C13 RIW (NEW) 40.0_' 3. REMOVE AND REPLACE EXIST'G SIDEWALK ALONG o / 33.92 / ENTIRE STREET FRONTAGE AS SHOWN. ��' 1 / / 4. CONSTRUCT 5.5' WIDE PLANTING STRIP ALONG NEW PLANTER STRIP Q 6.08' ,,1 .0',, �� OLD RAN LINE FRONTAGE AS SHOWN TO NEW DRIVEWAY AND W v SIDEWALK ACCESS. z W 10.00' 30.00' z / 5. ALL FRONTAGE CONSTRUCTION PER OREGON o NEW 10.0' 5.5' .5' 16.92' DEPARTMENT OF TRANSPORTATION cl DONATED RIW / SPECIFICATIONS AND STANDARD DRAWINGS. SEE EXIST'G SIDEWALK 1.5% SLOPE SHEET C5 FOR STANDARD DRAWINGS. (PAGE 7 OF 10) NOMINAL CURB EXIST'G CURB HEIGHT = 7" FLAT - NEW 71 - NEW PLANTER HEIGHT = 7"STRIP EXIST'G AC irilliii AREA SIDEWALK STORM DRAINAGE PIPE EASEMENT ENTERING AT NEW SIDEWALK & DRIVEWAY SOUTH PROPERTY LINE ACCORDING TO EASEMENT NEW EDGE OF WALK = EXIST'G CURB ELEVATION EXIST'G CURB DESCRIBED IN BOOK 446, PAGE 166, WASHINGTON COUNTY DEED RECORDS. DESCRIPTION STATES STORM DRAIN PIPE ENTERS APPROXIMATELY 60 FEET WEST OF STATE HIGHWAY NO. 217. PIPE WILL ELEVATION LEGEND �c\�D PROT 919/16 BE FIELD LOCATED DURING CONSTRUCTION AND �� No.iNE4, f/� SECTION A-A TYPICAL SECTION CONNECTED TO OUR STORM DRAINAGE EXISTING GROUND w #5373 '1' y PROJECT NUMBER NOT TO SCALE OVERFLOW PIPE AND DIRECTED TO THE PUBLIC 2�,_� OU CONTOUR 14- 153 T STORM DRAINAGE SYSTEM IN HIGHWAY 217 (HALL OREGON C4 BLVD) AS SHOWN ON THE PLANS. \X 212.04 FINISH GRADE SPOT ELEVATIONS 'ti *Lr 9''g6 So. . 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(Fin,ish grade 1•4rn.a:41 . - --:L. ..•..': ':-.--:•;-:-... •.:- • -I- . . . cb_c_s ujili .:..°•:,:t..•.......V. (Fsinbishpegvararde) S ope var.) . ... •.- -. . , . . . . . . . . . . . . . . 1 e 4 --:,...:7!'••..i. 'E- -........7 -..,..• .. ci •.:-. .,•,i.-,•°.,•. Batter 6:1 ,.. > t' .....-:'!•••.. .-:. . .. •'.. ... •••••••ii.-.•••••":4-• . - . . •...•1...• ..• • f V • . ...•• . . Bottom of curb 1.C" =-1 4.F' • O.D.O.T.&City of Portland Standard" =16" Er. 8' ,. STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL * 11 lib-',Oh-Rolm Indlii olte 2' co . Var.24'or 30' Var.24'or 30' Is. E specify in plans specrfy in plans Q) .----Eel same mot Arrt (11 ''. 61 1.-6.1 N r-Om r ,7.-- Pvrrrt.roximoirriff11, ,..1. eil1h1sok nalmiel end--- Z I4'rad. fc•js. rfi In. ,..-' ,, ram'pan ncrim .„ .. tPdo pith aim < 7 w rad.-\ I 9'rad. • •• ', .P-: to Batter 6:1 • - Finish grade-\ .. cr I- :- :•-.. -• GUTTER PAN NOTES: ••• .• .- Batter 51 Finish grade-\ --.• c'v .. rrdril • . ---. '3/4'rad. (Slope var.) • - • t ..1..° •• •.° (Slope var.) .c... •-... . . i Slope 8.3%normstl. Lli •':1'-',.•i'..:7.. 3"rad, il ''t c cp I' Use 5.0%slope for gutter width greater then 24". Slope 4.0%at ramps.Vary slope as regd.for drainage. see OW Pan nate!•--- ,7„ i ...*.•.:•-•: •.,. SlaPa vszies' ---• • •-,' • I -.._ - -'A•-- mr Teak cot gal odips IA0 on -1- 8-0 I .:..;,•.•.,:.:..-...:...... 7:2m:is::see.. .. .tte..(.,Bin nii o_les... _ . .„... .• .,.• . .,.• . .••• . .. • . •• - '• A• - • , - • ", • •• ••- ••,',. .- • •- Batter 61 . .. --.• • • .••• -:.•::-- ...c.". ...•:.:'• Batter 8:1 L.LiC (.131 Vary where shcrorn an plans,and allowed by jurisdiction. i.......1 Qj .•'.:.°...:4'..-.'......:4'.•.."......;'...:-..:-•!•.::.:--,-.!.'.-.'.--.:,'... 2 ',....fiff..textkuscoli': .-•:-_:::-.`,L-•-.•:,•:.7:-.'.i :l.:7.-.::•-4L. :-.77.-....., .....,f,tr'': ,,i1.,‘'' 4.-'.:::.0., ,„0..0...;,.:..1::::::,..1.,..9.03 4' ..oul.m.19nyiuka. .4..,--1.-•:.4-.:...,4,;.-_-.7,:.,-A.- ..-L..- Y-''', ' "' • ..,1 - 54 g '2 • • - ' • ' • - ' • • - •• • • -•" • li / .:%...,:,:-.......,..•,.........•.•.:•7..,.•:....• .• - • - F 6''min.to 7' 2 0 c\I 5. :... ..:......'.11. .._'T.. :7....-.•.P.V.'' '''"',.. ..."AMMO' . ' ''41466WAValUMIR74• ;AV •••••41 -.'.-k-.•'..:'...1."• •,:i_•-1 hal '......Y.• , .mg. VA014 ••gilliWkniage . • Va A --••-4-:••i'-'-••••'-ie• •P:•,cgtemp ' F. von,A Ye..5.M. . Z ;,-.'NZ07,•4:,4•AiHoy,4,1gimully,d5; .:;!:..-.7.T.-....;F:;-,:rAMIT ....,.'A:.'.' ''.'''.W e.i' 0 CURB AND GUTTER MOUNTABLE CURB AND GUTTER =1- =I ,, I= -Pi= II= 1.1.1.1 -.I\-.... .% - , i 1..... r,,..., m Finish wade Finish grade 1`• '-Urclsted boom f-Curt,or q ' , •• 3/4"rad. iie rad. Future sidewalk-•], iblin. (4"min.) / curb and utterg ' (Type var.) _.i / curbandgutter PloPe var.) #4 @ 12"centers (Slope var.) .... P..1.-1,. 0 rm • n. 3/4"rad. Q._ Mei, - " • (TYPe vaL) 414"rad. 5.0% -to M Cl2C2drilieli 144r1IMEPhOR /4 oope "- Flnish grade I --/-: 41 /-(Skin var.) .. .... . ,••••,...-....-..:,....-...-.. T- -. • • • • • • • - - -I------- -7---•.' •-••• - f .. . . . . . wreedipa.how -7- 1-Z;'....-. ::ii...•.•Z..•••••• -.•_'.•: -.•.-.•:t-••.•••••:t°...*.•:Ai'.P.•••;: -...• Ci '.:•-• TV& '...-Z -Finish grade 'IP • .1.• •'•','•:•'-1.--:•'•':-...'•'.._ '•':-:• •:P:•'•'...:• . =11111.dionorod 8'norm.,vary Farm shelf into curb when-/es:.;.1 : ••'-..• i - 1.-• : '-..- : - •••• J (Slope var.) ---§9.4------ 1 1 t CO i• ii.-i.• -.•:.i.•-.•:- as shown on plans curb arid sidewalk will not ..:L •.;.:'••i...:.•°.t-...1.!•--...' -1 1°-•-2.(TYP.) or as directed #4 @ 7' -7- • - - - - - be poured et the same time ';-..l : •••,-..• : -..';,;..: -.':-..- : -. : •.7.,' •.-:•• ••: • 71 F•••• 12"-•••I F 201 -!= 20' centers - • CM le.....) :.'1 (i)1:•:).\ )--- j'01:1FICh Vedt. 2'' --- I= . -...-1 "....-... IVICalg Var. , 40rzg (.1") --.I - LOW PROFILE VALLEY GUTTER 'FC --I.I MOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL Z 14-I ALJ_ (Where shown on plans) (Where shown on plans,and allowed by jurisdiction) CALC BOOK tea ___ NjA __ IMSELINL qEPOHT 1:3A-TE 15-JAN-20113 (3 14...I CIEI5EFIAL NOTtitt PUN D•.FIAllt GENERAL NOTES FOR ALL DETAILS: NOTE: Al rnearrai and+workmanship tell be iR accordance with -Z Ci..] o 1. Al exbdn2 PZ or POG perorreni'troll be maw Ow b moving. 1. Curb exposure"E"=5"to 9",as measured vertically from 5. Tops of all curbs shall slope toward the roadway at 1.5%max. (Max.2.0%finished the urrerktOregor.Standard 9pedtfIcartions ••••.. Z 0 0 'towline to highest paint on curb.Vary as shown on plans or as directed, surface slope),unless otherwise shown,or as directed. The selection and use of This OREGON STANDARD DRAWINGSkoilli ol000po ct..•1- 2 2_ CcncruM etEd Ix ropiEceti 140 trPrIcrEilti io o rnineur thicknoin ol 0'or tn welled pm0.D.O.T standard"P=r, 6. Dimensions are nominal,vary to conform with curb machine approved by the engineer. Standard Drawing,while designed 'Mol ernert. whdietirir b firielm-, 2. Canat expansion joints at 200'maximum spacing,and at points of tangency, 7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces. in accordance with generally CURBS 3. Pkida AC mix rr n Irncrn Urn of J.°or the thin c to rorroiroi pawner*,*Noncom and at ends of each driveways. 8. For sidewalk details,and monolithic curb&Sidewalk,see Std.Drg_RD720 accepted engineering principles X and practices,Is the sole respon- I grafter. Coq:dots*specrfuo. 0 3. Const contraction joints at 15'maximum spacing,and at ends of each inlet and ramp. 9. For drainage curbs,see Std. Drg.RD701. -.1 siblIfty of the user arid should not 2015 10.For sidewalk ramp details,see Std.Drg,RD755. 8 4. Transitions shall be used to connect curbs of different exposures''E . ("E"la the total vertical dimension of those curb surfaces be used without consulting a REVIS I 3ATE i..2015 AMU/KITE ION CESCRIPT1ON CALL WAX MO N/A IMIELIPEIMINT IIIKIE 12-1_1M-20011 Registered Professional Engineer. I err-zes PRY18[13 I4371 having a slope of 1:1 or steeper).Minimum desirable transition length shall be 20' I al-acra 0EYSE.13 WV-E..9 wart AI maga] Nolualreini Ise insi In Im istaniereestill for each 1'difference in" E". ti.smTml Llimmilasid Spalcsitia I MC 5CkCtiChri rad 4E-.5•C Of fX ( WAIN OREGON STANDARD DRAWINGS Effective Date: June 1, 2018 - November 30, 2016 R D700 111111ri szametard orahreo, de- algfrid is accordatrot oft JuinrionRy acrrpfror exweneer- STREET CUT Mg przhapida Jad,rducricirg, 72 Ci Li ihd.1104 farpootsdiAtty of 1.0.P the 4riiker Jirnar„pho,tril imar ete 201 r,...) NSW'withour ozasuitfog a. LJ I 1.0110411 LWOW I 110 Reginwid Professiomai.8- river- 9/9/16 Effettivo Dsts: Daternbet I, 2010-May 31„ao.t7 R0302 'cc:\C ‘,' PROT .v1,01144,4, ':?,_ PROJECT NUMBER 4:: _ 1 4- 1 53 OREGON C5 2` '114 y 9.10 SH EET -74f4S H. \3\3‘ - 7 OF 1 0 EXPIRES 12/31/17 r , ,I o o a_ m EXT _, _" �� ` a3 DWY . .. m CO Cf) rn Z w (, Y [ o• a � ¢ u� w i (11) XSAN----.___ _ XSAN __.. _ XSAN— C a� – -- -- — X AN - -- • - ---- xsAN --• BIO BAGS IN GUTTER - - oo SPLIT FENCE - - - - - - _ - _ _ 0 EROSION CONTROL 00 i — .— _ J — — ,, S 88°42'00" E _ © 1 Eo i1 _ � 260.23' _ � � N 1 \O , , -- 11-' , MP 4.5 IL4 1 ,, . WALKWAY WALKWAY1 j I O ,! / fw fw - 13 7 5 ITE__, _ IL ! 7 ii 7 i I 1 , • FFE 214' `� ' fw -Eil. FFE 214' 4'-7" 7 — � I CO O / i ; ------ / WL I -- WL WL 1 - 0 I I 8, l x w z / 0 ' I — i I r4 O -0.-N,} j INDICATES J 2 (� J Z 3 -1 / / I I I OLD CONC. I z ¢ z m Q I L_ _ J _ x SIDEWALK `T c i a. --_. / j j °, (REMOVED) 1 i - w Q = J j j I �' i 14+0) Wood > O lbi L — � Q � � p � � `°, FIRE „ I 0 1 � w � <11F- M I RISER �� 1 1 I I NZ -I j INSIDE } \ I I 1 CD � w i ' 0 3'-6" I BLDG. I I BIO BAGS i !L. O Z Z 1 y I N GUTTER cn � wQO0 EROSION >< w � J _PROPOSED 10.00' ----� WOQ - Qt!)II ! CONTROLf U U RIGHT OF WAY 1 Q Q < _ i O FFE 214' 6" I \ 6 1 401_0" i- e•- 0 w 0 z eC Z DEDICATION = a W Q - j LI 14-25 Em �l I j 1 1 � � w SPLIT I I ` I , 1 ° I w 1 Q 0 FENCE j j 12" �jI ❑ w \ J ` I .. 1 t � BIOBAGS � Yom °° Z I- ! y I E/- IN GUTTER, 0 M Z 6' WALKWAYZA, co o jo ' FEwM I " EROSION o W 3'-6" I - I CONTROL m r-- O m 0 N 213•6i� I . 2'-11" I j 0 i '61 I I I �� `� / j U 1 ! 1 /'� °) �� NDSC_P L DSCP c° -1 1 i I I z ' 14j510 N I - LANDSCAPE I ` ,, 201-0" 0 W i , X 80� C° 2�3.5� I oo 1 - k f � � 1 • �; ', 6 • X j� I z� FFE 214' ^v 9''�� , ' -- I cry, ,6 _0 , N ! �— c�j I ' ,/,)" `� 7 \•.�/ FFE 214' Io �� N �, TURN - 51 -* L_ �?' !N AROUND r ,,, 61/' Iz I 1 = j o p � 4 I 3 0 2 1 H I I J � 1 1 E. 10 9 8 LNDSCP -' LNDSCP I ° I Q I N 2 rJ _0 Co6. ST_ 5TL— ; OIL / / STL STL STL_ 2 I� rzt - WALKWAY 4._5„ ,,� 115.29) w 1 z N � 1 . �,, 1A 9 cp, _0 h j 1, 14 15 � I r . r a r . • r . r , ' 1 QD r J j / 9'-0", TYP. ti• sr ETYP op' EROSION CONTROL ENTRY= _ J °ir " r r `♦ r`r•r r a r Q j ;STORM WATER-; O o �°�� o I j ;` I U j w o w ' r PLANTER `..-` -- `Z CL OF DRIVEWAY _ u I � ❑ I .`. ` ` N CONSTRUCTION C-2 �' cv I 1 V ~ O j (SEE CIVIL) -:-:. CATCH BASIN N I m" ( a `•`•`•`• •` `w `' `'` `-` ST GA�BAG EI ;sT ST ST ST ST 0 ST ST ST ST IST r - W • - - - - ST ST ST ST ST ,;T1 0 ST ST M P 4.52 C� '��+ I ,`, o ' RCYCLE Z 1 . r r r • -*.•.***-* r r+rrrrr ,\O N �� 2j ?7u, ^-' 0 1 I 4 ' U � in r ♦ r . r . r . v w � � � I r`.` .` .'r`.`r` 10'6"x14'0" . +•f. CONSTRUCT STANDARD CURB ,�2• ? p 1 ' : 3 • . . . r r• fit, � r I '.r.r.`.•.`.`.`.` .• .•.•r'r' LANDSCAPE �'�� .. 1 --------- , 15+ .50 o r r r r . r . . . . . . . _ I1_________________,;___4 Lz‘i::/tiD N 89°31'00" E 259.98' MP 3 ��, 36'-11 112" -� 127.0' PONY SOLDIER WALL 4'-8' HIGH CONSTRUCT 100.0' CONCRETE BLOCK WALL 4'-1" HIGHj = bi REMOVE EXTIST'G GARDEN BLOCK RETAINING WALL. I z W I KEY LEGEND TOP WALL 218.63, BOT. WALL 214.45 ! C7 o STL STL EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT 1 TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. 1 --Or: OH - EXIST'G OVER HEAD ELECTRICAL LINE POLE TO POLE *EROSION CONTROL ENTRY 20'x50' I EXIST'G GAS LINE USE EXIST'G DRIVEWAY WITH GRAVEL I G GENTRY AS SHOWN ON EROSIONi 1 I� EST EST EXIST'G SEWER SANITATION LINE DETAILS SHEET C7 TEMPORARY I 1 ST ST CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G STORM DRAIN MANHOLE . CONSTRUCTION ENTRANCE (PAGE 9 OF 10) 1 I (1.111:1 1 I -W W EXIST'G WATER MAIN x 1 ►+ fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. ELEVATION LEGEND !� q 9/9/16 -WL WI- 2" PVC DOMESTIC WATER 1 i / fVM 1-%" WATER METER / EXISTING GROUND CONTOUR I 8" 2� I 0 ::::79NG:07: �� PROJECT NUMBER ,s' .. EX CSP SAN. PIPE @ 6.2% 1 I y \X 212.04] FINISH GRADE SPOT ELEVATIONS k37q 14- 153 0wM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER SERVICE AT THE MAIN. G A P H I C SCALE j C 6 1. DCDA DOUBLE CHECK DETECTOR EXIST'G STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30liNiur 1 0 5 10 20 4 �o� SHEET (FEET) ASSEMBLY . SEE GRADING AND °I% H. BUS 8 O F 1 0 O EXIST'G SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 1 inch = 1 0 fie e t. UTILITY PLAN. EXPIRES 12/31/17 oa m i 't�'"•�� S f ,ss"7 Ff ax:"�- .:,,.!=.Y�. �,tx(' iir n d r ,it. ..,aY .-,,,,b:'� F'%id sz <``r tie s. &-�.tTa ! �§o=�c°f�d; vd (n � Z Lu Z `1 i Y C r Pcw .. ."ar. .:.0 l<:,t"af.:`' <-' t:',.:4 ff v' ° lt. t"� s'.t..�.4a::- ,. .,4 1 a.S 4,Axl v.. '.,+.�k,.' Rs.na:,f1.a .'':«€r .r- f w 4o C� a. p 4 (n W li .-' 4" '�'' `7k.` °" '` ` WET WHEATHER EROSION CONTROL o o LU 2 .„,,:,,,Z e.7. xw `,.;�. uc ;! -t5f•J;§'t :Mot,.:x€15 ,< N ..,>..ia ar.,-�:i?� k.-;',...,:=::-,-....',1.7'-..r,,.-!,,, is d'E skr-,r._"4 7 t :d; Si ,-,4,14'..1.v., t ?.-,_ �t#' -+gr}��., ,,,p^`'r' yi. a ^.siW"r '.-"r,lPz;$r.i '�d-='�2i.�t. ."r6Ai;"« 4� SY'iP+f, r±'.s ,€; [ .} c€z} .-sti a x! > [ ::''; - ..f Hz a�sM C,.. t. y�p, Y � : �_ y �y�,�� py,yo A�;„a , Rt, 7.4 ,�:,,y� ,;:, ;.; k s x4 ,� , y.., , z , :;s i nom ..: ON SEPTEMBER 1st OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR S.4 T ":�- '«T 4 ` b'd rPt F'�.8s.8: d"'i<" :�h'.^ ii!" -�a :1' a: ,x, t3"�:'�'iik.'.�.•nas C f t.:a-Ew' "R ate#"➢..:"."a5�r:s.. C>. �` ° •�. ° GROUND-COVER VEGITATIONNOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION A y,!' ,-....L. $t , - df- '' 1.. ski L m70t ''x;. Y$,N1445 f`-4.0t- :.::t,:tw''C', ,,+;,'4Z.s.31/,4:,4>ti.;.�..+ 1;°t,4-i;. -t4yax AT"ALI. :t.'{.'£+Li 4 ,fi: - 7 . 07 It:,, 6: -1T" � F ,„,..,,,,4....4,„,.,:,,[. s-:,,.A.,aiA,kf k,.,4, '+'a*+.f»t.,..xs++"tib{' r P^-i.ikf€!!ei&it P'kf ,,1 4r.;r r:a+s. O,,.J 444 e- .;i.:.*'-,,,i �' �` - ; � < � h -v s_�-�' SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND °r. • ', . ', �" •W:" d, St.. ..a.A.til'00/. 'dT5.1- :,.:O htt",tib.. ._, tt"--4F fe:%:&L£tt:� E'Ae'E t.Y ,ilt+ ae it(AM:sAN:,.::.r--,i,A ,<. , tit �W ., .94E't' i � . < ��:� _<� ., �.�•:'�. . yel p' * ::AttS _)- ,=f it _"4.� �' M/. 0, 44ri~;ANIFt4 7 ri 7N A°� �- �' ew4. ` EXPECTED SITE CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES �. �, �►' •s, fib ,*i Sat 7iP;t 'i 44tail?.N*;ixt-Oa-1's.-s. ti1,.'.!'ot.AFJ.7,i'su.EizeC'C2r�d1a# l.,.1.7r'1,..6r; `,1i 0447',4„?„''-Ni.i :G:+i ; `'',4M ikMi:1rev'',' ' .` ' . " Fo" y'`�" � "' ff '' I (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 0 RApL;.•, 2y1, MN.. ik' 40 �4:' ' ?. Ert4M4f: : : lif,"E4' e; :: ::: •g�� , -- CHAPTER 4 FOR REQUIREMENTS). FOR SURFACE WATER FACILITIES FIBER MATTING SHALLt` 6, I 4m*ro _e? t? -�t�k. c r e P r n yl.q,fi R," «1-,,,, t 3 O CEM H i o 3'— a cL ROCK- " ° I ''` ` ° €tom �: � 1 1. 7x- '2,31.;10.0i.t�r,>s '!Jrrti . - BE INSTALLED IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION; FREE FLOATING a ��`�,{ u: f4 r`t �'a' 'Pfz 'ra}i'l "d4iFY T:r :.r,ir. L_.�";Es,n;°,:�.x / L" i' :ww .t :�-: �T S �� REINFORCEMENT � : * i� :1t i t 4-4 MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL i— `„ < °y`i s73' 47 i ': :`' '_.' -! :°9 {-' ,k, i`,` '- A' ` ; EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO THE PLANTING OF PLUGS, D fn }<�, i"4$�.44.11,-..F itX�"�K :=b?i v€r�`�`<Rf fi iG1'JerSi't"'d i.f%:h'<.?ir .,n��E '£ ': n!1' 4�tNth9 F �;. mi.gN.«[^a 1rei.:�,t[°.`kf$#�fti �'��` 1 t:�.-:r MIN. -< I � ' 01iz GR r.°riAlaw«' Tr',i" s: .4,ar :� Ui fa;;i r.4.Q, -,-Tf�k, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR 0 0 I— ;' + ?gym. FoR sticilFAMILY AND ourti.x fiESI EN t, # i;: Tip,R LlCi4nnh,rhk-L 4rt�' .Lh..r,trxx.i�„e .,.°�tltbia,-,',74,:'-:47.-:-r,: .: t 1 ii•." Y.-04i.11e •t•W!,t_Cr :•.444 4.,'to. tylrRtFiaP F F> : iTgril FW'1t.)410F_ �:i. A?)' WIRT� :I) 1 _. F /0)?_f44Rts-. 'iAA_��:.t: , ,.•,Pt-:.,,,:"C:',4,::.*..q.76t. i i MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER z O i 1" .t,ad Al.Fr' '-A'T£ C!"r riA7 3�~fi < i Op Ail,'i`aa"1',".7. r.'�,-west,k,Y rs:a, �,�FI, ; �.° AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED. OR O ^ Z i.— ENTRANCE` VAR R RAMP 1, 'S C'`otsEi3 *w.I4; ,1EL41-,,,, .,.ts,a?IFL .v€t 7414:77v4.4,70,„!...;• 1' :'fi',�t-'4;.,.t}:—S444.L E4:',4:ti 4 •?°CW.;g t 4Ir 14 ,..tri isM 4; hC' 44.7.'i's'v ,<f"snt j � X � � 44z74 71 " ` 1� %" '.4 P�' '' �' "'°�� " '�``'r :' * ''�.�� A�'"" STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE i— , > J E •<-� t"=Fii.+P�fi.tl�'i>i.ea)i.f+,7E'?�etor''cy Ru'`�< �4: 'n-/+',4,4,4/4'ia''�E3"i.t CRY-:el s.'.�r:�. r .4 �tY'-_i'..'.'f�k'�$$.t3•'�•'t:�'. :xt:t+.:4b� f'�P iI',_ �" - ,'..�:r. O 1,........,(,......__, ; `ri> I. u�a' , �: ; _ - „ ,� `c , ;; , � e,,s� i , � : � ,� � .� �.w - , REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE Z m .. a .,# r ;�, :. .._... ,d, i' i1 €5i3iEt. hk i«+aF&}i}dr „KI'"t f P'. �.::fe l�&34,4t1!•, t:.,&:<`S$I^3 .H,n1.,r ‘4,,,...!-f. €;.�IM'Cr3:',.'k'(.4 &vf '.'e'� T.�iR"w P:iiP {e CSF'� " 6',+ iT`° .:.` + .Rfd;P i'4' ., :31- 9%t7 .}. ,-�,i.kC : t"e"+ux`� i HER ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF EACH YEAR, WET WEATHER I- .✓.. _�_ _ 'r� --r e, ;•'' . r �`° .r .. y$'4 , -`A �. x� 444'.',7444-Rt, 5.r. ':: :v 'lt� '.�q�v v p `r" a' ,s. O tt ,i 9.9+,.,, ? _ .),. , 011 r5;f0.• lt,'s i,i:7041.?'�^,4 r -74'':"-,45;4:C --i L u/ski;;$ cei.,a,-.;C,,°Jy':t'0.:'f',r.1,41 ,w't4, i3 ' <,Y ._ x d 62 NIA�, : . . F, .. Lb PW MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. Q Q Z ..,<: .% <s: ,». t� ¢i,r-..arlPt<Y4:}Y. !€ t`€ii=i�ti ' 13:3'1 �',- •,t”.:44.774.4.'X.7,4 li'kL.i'!`t.R,rS:i:i T �y A 0 r .i w tj ', 4 ,:k.' k 6 ✓ '9. �4 - - - e, ,.",,('w[;;V41'n.sr. r.la},r...;14'C 'i:f. }`i.�::it:Tx o k -".i.d,ti.`.i11°0-1z a T.1 ;..i,-`t +' 4, ;III",}dc.r„-a: .r .E-�i_1g -„-.4 -a. ,� �..,�.,,”. �, e a' I. P,:.+; Pfr*,—.° €'.'aTi. .44:c s'ai;-' -#,%'",'da`,2ti�>f:SE"it `' 1'- '.'. .,ix -.r I M 1 k',1 k.s..•4 3 tx*r`h+u ¢3 -;*-11,04e--pa- tr&'i°),)-4 f .,. e.>11.;;=144 a,: A- 'fir A 4 t4 V s X '"J1 ,;4'.. }:3`t 42:°4k.,13 1 i tis"WA.G•-.i`«Iu T i; x,.. inTfs- <t 1 v f!..,>,/ != ,+A'>u',tr..‹;.fit.i,t:g 4c t#.:r. IT,I,Wri,f,.:.4 4N.t ?,1 7i,it..1`,'i., $ toiL€eTtlrf E �Eni't �rti'ra�Yt; 3tfSrC4 Wes#4+ rG7s.EE�a'4ita '! !`�F";ms's Pfd^'k3:-ittekA- ? :A `�' �,u_. 0,1E ^A5r-t < O I< THE ENTR N'L SHAu i.. FEF AiNIAINE0 INA C }ifi0f-i HAT WILL '^I E #T t ckwC ORF {WING :.'•E i:,txlol.1 #coort« x* *A 0 — Ss�#Ir4� fth °,NM POIlt;. Pair-�-i F---WAYS, THIS -f MAY REQUIRE `10f' 1 RESSt a REPAIR AND/OR CLE - T (J) C,f'.�ii OF ANY ,:.�5<4'�� ..i?tl bfSl*<Ll �` 'RAP SEDIMENT 1a i nk/'441,4 in Ns>04 L,,T ,41,4-,-1s,,i..- i.tit' O s `.61Citli EriP t'- ai0 -® ,a t;,l,g'-,i•fi;1,444: z-',.-?<i ;Y s',A;R<A4N'`;0T�)&r -[:f)':': , .,+r j;, I— 1 VJ 2. WHEN Mf.{.f'_-- l Y+ W .E 1$ SHALT. Tit CLAN PRIM i 7 ENTRANCE ONTO PU ILC kiwi—;A: - 'A� to fs �� ?.T4 i ° + B! 44:74,',..t-; %,,:ii;r; 9°f 4i;.tE°[<11G , HE WASIIE?NC* &S 6 F.O ED, ET =�#, f E` NE N ,+Tit EA STA ii.a` WON CRUSHED HED STO JE mg r'd h'rEA.�tir s�j #r,. s .,'''4st$I"LAN A.,I. T re 8A -' `;=,C.0a.POP A0.114;,4:=til ti 4,;!',.s;•f.4,- 7,:; 4; [Jt�"iii%;1'44,,,,,,:.Yr'>;r1�, ..2'1 ZLL �0/ WAX (RAINS fiTO AN APPROVED .OiMENT Tw OR ; FIy+M� _WIN, tt-it t -t:,tt=sem€, -: 4ni„tir -.4"1,14",.*:rt ett;a ,'Ciittlk,RVIv.'8i,,,,X,! aott-417%''',-4J e i)t-t.'.4* O I LL .. WHERE RLNO T CONTAINI 4 a I uur 1...A00 ;MIER IS ILAVING THE SITE #IA rhE (X),NE1RU IONw >— Q W E$+I RhtCE, OTHER +ifE, ii tE F SHAti. OE 'MPLEME TE0 TODIVERT RtSNO ' Ti OLSGH AN APPROv 1� i zr Ma i - a a, & sa't., s :t.. ,» : c a t er 6, i- .?a <„mix;t 81,4 /,4ris .e� e:�i ;it; �j{�fg.Ty ,".:a 1p=i :tA7 4: 4'r»t% +7-4 RIWxb ha 'i c„ a-'V i, ,f,i3 i" tft„- .=r. -.:ii Y 0, V,r.,, Z.,L1/,4. araex., ' : ;'. t:=E I.,bI'�x''.'�; 5r-s ,:C?' ..bliti �, Q H J D `,- kF � 4 >✓ t't :,°14--� *' X11,#- G74 6 #,47 77 ',1 ri %F.)„Ar M�gEx U U DZ , W r y� ' i Ot u e WIDE ” DEEP 6 ;`'}' ktiNtA LLfr4 ROCK. i.• . ,:«43ir'”-�.�.w.;i0 .'f?, -, �.'_ r.„,!-,N,.7.•24;,.1 .4 h.A"-r i p^4,-p.",.: € a Rr L.L H i ' t.,<Qg.y yC;/ 1 WIDE3-- s�' CI. N - � z �R INFORMATION 0 /Q/'� Z xS 7't!{#p k�:9 t�Sg4.S E5'fp4�+Ei,!}req NAY REWIRE Mar{-. R»,- FABRIC C TO ON CHAPTER Cys'F,�TEM g s Eyyam} O __J O i RIVEN rlt.i.�'..•:FO1, 1"> 7 JP 0. cI-IA" ER 4 O CL,C N "i! R ; co H SERVICES EROSION PRE- 1 AN SEDIMENT & # F J W TET !u' 7 MANIAC— . . . . _ _- _ ,4,4,4,4._,4,4,4,4_ _"-.. ...� -,4,4,4 ,4.,___ _ -.._ -,4,4,4 ,4.._ . . .. � 1.1..1 , �,... .. ,4,4,_,4,4. . �� _ CONSTRUCTION ENTRANCE STANDARD EROSION CONTROL NOTES LLI LLI Q �n r Sees - FOR SITES LESS THAN I ACRE � Sc ces Petr C�tf rx�# a 9i i� ia�x. 1 1 ..I, (sor£t ilitot.f f1 a stet I ; i! rc wi r S RSD 12-04 <.a o � `ON- 0 CO Ill CO N— . - ... ' r--: a 0 E MAY BE. 175E . 1 ti '� z . .,� j ANGLE FIL1- FABRIC # . FENCE TO ASSURE SOIL S TRAPPEr., ----\ 1 * i €3A�JN-'PTS BAG , ,ti741'Yf'��'°� _ __ _ 4 - .�-- ....,.... 1 . ;1': i 4 i - fI Z' ,� �f S�k 9 i!k�f # q i Q\ FLO ) , , I/ Ri `I . sf3i _...... \ . N i . €jg Et .. , v rI''I CATCH B CRATE °, ti 't i ! i. d - " .,. ra 1 -,1114,1',. L. u, ifrsM-i1, IN ti,it: ■ i �y ' /1/411,. i!;to i. • I M ■ ',Tit. Y :1'1.- µ rlf `Vy�e 3; 111' R Lrt - .:..• .:' _�� s }f •mow+_ �'<- LL - _. _•.__-_._ O coVJ tt 6 1.1. . -- 1. . - S [< 0 e i { I s 1 a _..r w wt .e.r w w_ w wr-_. F",.r,� __.,_________6.-_____--__ -,4,4,4,4... -+ i' J•�-aA aY /.` POSTS✓ TERLCCKEO 8# d� � Ct O -IF AND ATTACH --/''' s , :P ., z PAF �� ,� • ` tXN RESTRAINT ". .. '¢ �: 1.—..1 I--- 1. r g USE STITCHED LOOPS N OC I 3 NOTES: 1..._ o ,� , �� ,. + , 3_ `+�rr.u t -s..._.--,� OVER "fie POSTS 1 ..; 1 z'` FLOW �j� . , .,.. y�.,tsw 'ra ..... ." { y�e L �$�l y�/5�� q a� _ {§ I/��r`Vit: ✓y F r .P NV. .. II'f' �.'' i.kq✓�F ri,:..,..>„.. ;iff1 ' QCta1<rt BY€� i ... _. a +.w... 7, ili 3 W r TCO O -i' 3 'R Zr.^WK: 4'{ lr ,, � +S,i t •t i AlIc&_.T a .G -1 GRAS. W d .1 1. vel4, r 1 - +� n 8w -es \ 1'4'- ' I r .; • E i,9 �,. R ..{ f .( ^ o. , ,. ; { F f&�S�C. T�.ti7Thu` O ALJ 1 1 in i J �' m� _ e K i ? ,, I �i f t+, -4N11.-FLO4i V r.. k POSTS t :. its #;.it:. E q N } { 1 felt€ti8t i , , -.._ 4t..<,.,....-..n» t alp#3.r -, . ........1 i - n„...- 4 t Pltl� I i ,, <, . it +� s .. wit { ,' - , Li { M i i f - E ��. L_,..,_.......:,.. .._..4..,,.. 4.„.......,,..,t'.. ik .., L.p fh »t �' rt iR fE E S ' 4L (��I T v 5. fit}l t Ai;{° C33AiAG'l: --J J �xieIT+ INLET FL __ 1��s� I I � � E = W _- ; ' '', L POLYPROPLENE ' FILTER SACK (WOVEN) a” vve '; of- b :g5. � r-r: ,a :.r<. Z N T : » ` , 1 "ii.T g i MA.TERI AL o 0 1- A IT1 iA . MEASURES T E � , ti.�' kiiii:00/Z X35[ 1I ON x �•• a s elti„1< C I I ?` '"PRL 'Y . ir �: 4.A.4771 2t X),: )...4* s B10—FILTER SASS SHOULD E ' ; . STAKED WHERE APPLICABLE USING d } 1"`X "*OCDE STASES OR I P F AP RC+`E0 EQUAL PER A F - rfRm1NFO MAT N — SVA..XIMU. .. SPACING _ i :N R MP . RECESSED CURB INLET CATCH BASINS RI A S . # USING { C TO FOR U ER FOAATfON DEGN ERA SEE I FRONT W c 4 D LEN * ATE MUST BLOCKED 1 U FILTER C P € 3f CLEANWATER r P ¢ FABRIC L KS. "� � $ � SE GES EROSION �� PROTECT A CATCH ASi YOU MAST APTEP A OF Ci ¢ Ef i+ECES E tD € Alli e% ANC SED iiENT CONTq ac. FDIC INLETSACKS TO BE DETERMINED INE[ AID SEDIMENT CONAL "LAVE 4 BAGS AN THEY HALL BE PLANNING AND DESIGN AlAN',„104L, 1 AND SEDIMENT 0T NIS UAa s . BY MANUFACTURER, OVERLAPPED BY t PLANNING A �Gt� trt> 4,€J4. �. .. , .._,._ . .. . . , . .,. ..... . _-. . �_._.._.. ,_,4_,4_,4,4__. _... _ ,4,411 _" FLET PROTECTION . rillilr INLET PROTECTION _ � ; = fir TYPE 4 �� Smc ; SEDIMENT FENCE 4 I € ' ..pStaoii[> at is +r< t i4ozc ii4100.REViSED . mf it .. AG ` MED s2--04!_._ ._. �Ai �tb €7a .,, 1 { .�. Y...W..... �...�.. 9/9/16 a .,_,4,4,4 \' \_ OFF PROJECT NUMBER #5373�'P/9 1 4- 1 53 C7 OREGON SHEET y\ itla 4sH. B43 9 OF 10 EXPIRES 12/31/17 (1111/* GENERAL CONDITIONS io o m GENERAL CONDITIONS EXCAVAI7tN GRADING AND 15. Maintenance of the work area and approach roads is the responsibility of the permit holder. The w _ii n -. r work area and approach roads shall be maintained in a clean condition, free from obstructions anda ^ ^ ce m m m 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED A5 FINAL APPROVAL OF SITE GRADING, • Ns z Y 1. The permit holder must comply with all applicable provisions of federal and state law, the Tigard hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK a La i N w Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE _ > o ct o w pursuant to this permit. 16. The spreading of mud or debris or storage of materials or equipment of any kind upon any public CONSTRUCTION-DEVELOPMENT PLAN SET. roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY 2. The City's standard specification for traffic control is"Manual on Uniform Traffic Control Devices For The City may at any time order immediate clean-up and the stoppage of work to accomplish clean- ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT -? Streets and Highways", U.S.Dept.of Transportation, FHWA,current edition. up. ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TiME, 3. Traffic control shall be provided for by the contractor in accordance with the City's standard 17. Effective erosion control is required. Erosion control devices must be installed and maintained 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO SE specifications and, also, in accordance with a City(job specific)approved traffic control plan. A copy meeting the Clean Water Services and DEQ requirements. The City may at any time order CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS of the approved traffic control plan shall be available at the work area. corrective action and stoppage of work to accomplish effective erosion control. ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. 4. Public roadway shall not be closed to traffic, at any time, without having first obtained written 18. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, 5. STRUCTURAL FILLS SHALL COMPLY WTH APPENDIX CHAPTER 33 CF THE UNIFORM approval from the City Engineer. The permit holder is responsible for provision of timely notification flowers, bark dust, existing signs, pavement markings, mailboxes, etc. shall be reestablished, BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE0 of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & reinstalled or replaced,with like kind and material. ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE Rescue)and to Tri-Met end Tigard School District and other service providers. BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE 0 UNDERDRAIN. IF 19. Effective drainage control is required. Drainage shall be controlled within the work site and shall be REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT 5. Advance warning of imminent traffic disruption shall be provided to the general motoring public by so routed that adjacentprivate property, public roe and the receivingsystem is not adverselyTO EXXON GTE 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A z l p p Y• property rtY Ys SIX INCH LAYER OF 1 " - 3f4" DRAIN ROCK, AND FINALLY COVERIltiG THE DRAIN DOCK Z placement of an advance notification sign at each end of the construction area 72 hours(min.)before impacted. The City may at any time order corrective action and stoppage of work to accomplish WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WTH initiation of construction work. effective drainage control. VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOF TO D 0 EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 • 6, Access to existing properties shall be maintained at all times, including normal delivery service and 20. Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules PERCENT AASHTD T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FiNISH Z mail service and if not, shall be cause for work stoppage until effective access is established. are set forth in OAR 952-001-0010 through OAR 952-001-0080. Copies of said rules may be GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL SE Q obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact ALLOWED IN THE STRUCTURAL FILL. I- ZEE the Center. NOTE: Damage to utilities shall be corrected at the permit holders expense. 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN 0 J 7. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and g ADVANCE. BY THE CONTRACTOR, OF STARTING BENCHetORI< TO DETERMINE THE NEED FOR Z CP shall be effectively maintained. AN 21. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to THE CITY SHALL BELAPR AND TO VERIFY OEPISTING THE CNDITIQ S. 7, 7HE CITY BE pftOVIDE>? WITH A COPY OF THGEOTECHNICAL ENGINEER'S i "J 8. Pursuant to Tigard Municipal Code Section 7.40.180, work is permitted between the hours of 7:00 start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation REPORT/RECOMMENDATION CHANGES. f) Q a.m. to 7:00 p.m.daily unless otherwise authorized by the City Manager. of facilities be necessary, it shall be done at the permit holders expense. Changes must be 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE approved by the City in advance of work performance. Contractor shall coordinate the work with CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND } (- affected utilityAND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIMETO } Q 9. Hours of construction work on collector and arterial roads will be limited to 9.00 a.m.-3:C30 p.m. unless agencies. REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER 0t) Z authorized by the City Engineer. No work will be permitted on collector and arterial roads between ENCOUNTERED. 3:30 p.m.and 9:00 a.m. unless authorized by the City Engineer. 22. A temporary hard-surface patch (Cold mix A.C. or Hot Mix base paving) shall be placed on trenches 9. THE CONTRACTOR SHALL HAVE THE SOILS I=NG!NEER TAKE COMPACTION TESTS. A C( -�i_ within roadways at the end of each days work. No trench, on site or off-site, shall be left at any time MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. 6 ._..I - 10. Minimum travel lane width shall be twelve(12}feet; pedestrian travel shall also be provided for. in an un-safe condition_ The permit holder is responsible for and is liable for hazards or damage 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY H = g resulting from the prosecution of the work. PRE-NOTIFICATION, ETC.). z 11. The City reserves the right to add to or modify traffic control requirements as may be necessary to 0 W effectively control traffic and to assure public safety. 23. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as ,�^�A �++ W ~ z may be necessary, in the City inspector's opinion, to overcome deterioration or damage which ROADS 5 J W 12. Before initiating any construction activity, the permit holder shall be contacted by the City's private occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the 1. MATERIAL IN SOFT SPOTS VsTHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH Q 0 Q development inspector, (503/6394171) to establish a place, time, and date for a preconstruction permit holders expense. REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN V n meeting. CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TOA >-• " i"- 24.One as-built drawing and PDF showing all new public improvements, including any revision made RELATIVE DENSITY OF 95% OF T-99. 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. Z 13. Thepermit holder or his contractor shall notify the City's Inspector. at 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS MAY REQUIRE THAT 0 to the previously approved construction plans and, also,any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an GEOTEXTiLE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS --1 -+- 503/639- 171 twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to any Y TO CONSULT WiTH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE w m CC Gm`s staged inspection and after completing work covered by the permit. engineers certification of installation compliance(form attached). In addition, the applicant's as-built ENGINEER. drawings shall be tied to the GPS network. The applicant's engineer shall provide the City with an 3. THE CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY FOR INSPECTIONS (1) WHEN THE 2 J W Q _ 14. A copy of the permit and all attachments, and a copy of the approved construction plan and all electronic file with points for each structure(manholes, catch basins, water valves, hydrants and other - SUBGRADE IS COMPLETE. (2) 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIALW = Q 0 amendments shall be available at the work area. All work shall conform to the permit terms, water system features) in the development, and their respective X and Y State Plane Coordinates, AND (3) 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OE THE WORK, AND AT conditions and provisions and to the City approved permit plans, and approved plan amendments referenced to NAD 83(91). Include Acrobat(***.pdf)file and one 11x17 copy of as-builts. PROOF-ROLL FOR CURB AND GUTTER AND FINAL PROOF-,Roll PRIOR TO PAVING. Cn 03 and to the City's standards and specifications and to these General Conditions. Changes to any of 4. THE ROADWAY MUST BE PROOF-ROLLED UNDER INSPECTION OF THE ENGINEER AND • WASHIY (f) z the aforesaid must be approved by the City, in advance of work performance. INSTALLEDNGTON COUNTY WHEN PRIOR TQ PAVING.THE SUBGRADE IS COMPLETE AND WHEN THE TOP ROCK IS 0 25.A sewer system air-test and (V.H.S.) T.V. test report and one set of blueline "As-Builts" (of either or both 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED FROM A MIX FORMULA AS 0 W the storm and sanitary sewer systems) shall be required by the City for review and approval prior to SPECIFIED BY O.5.H.D. SPECIFICATION SECTION 403.11 FOR CLASS 8', "C", OR "D" 11' C connection of any buildings to the sewer system. ASPHALT. AS SPECIFIED. THE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH E!] s- 0 CO CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT UNLESS OTHERWISE PAGE 1 of 3 PAGE 2 of 3 INDICATED. STOW DRAINAG >0......1..< • 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS SHALL BE APPROVED BY THE DESIGN ENGINEER AND C.W.S. 2_ ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&D 07-20) 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTION 3.06.10 CWS R&D 07--20. 11-- -111"111--- s-, ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH ------1- ---libili GENERAL CONDITIONS - C.W.S. REQUIREMENTS. 26.The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to TUALATIN VALLEY WATER DISTRICT GENERAL NOTES: H tr '�r N the City's Inspector.(see Developer-Engineer Agreement Note#5.) SANITARY ARv SEVERS N 1. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TUALTIN VALLEY WATER 0) sts 27. The City's inspector may, at his discretion, require provision of tests and or reports from the permit DISTRICT STANDARDS. 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED holder, the permit holders engineer or contractor to validate claims of material or construction2. OPERATION OF VALVES IN THE TUALATIN VALLEY WATER DISTRICT'S WATER SYSTEM IN ACCORDANCE WITH CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R&O N adequacy/compliance. Such tests/reports shall be provided atthe permit holder's expense. BY ANYONE OTHER THAN DISTRIC EMPLOYEES IS STRICTLY PROHIBITED. 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF SECTiON S 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER SEPARATION 3.06.10 CWS R&O 07-20. Iasi24 q O 28. The permit holder shall provide a copy of a properly executed Release and Waiver document to the FROM WATER LINES AND SANITARY SEWER LINES, AS REQUIRED BY OAR 333-61-050. N City for each ownership disturbed by construction activity, as evidence of disturbance resolution and 4. ANY PERMANENT APPURTENANCE THAT IS ABOVE SIDEWALK AND/OR FINISH GRADE N7 owner satisfaction. SHALL BE AT LEAST 18 INCHES BEHIND THE SIDEWALK. NO PERMANENT SIGNS, �w ( .';')\ SHALL 0 STRUCTURES, OR PLANT MATERIALS ARE ALLOWED WITHIN THREE FEET OF DISTRICT ' I��,' !" 29. Existing monuments, property corners, and survey markers shall be protected. Replacement shall FACILITIES. O be at the permit holders expense. 5. ALL WATERLINE PIPE SHALL HAVE A MINIMUM OF 36"COVER TO FINISH GRADE. 4.. 30. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt 6. ALL WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED, DUCTILE IRON PIPE Q have been placed. CONFORMING TO ANSI/AWWA Cl51/A21.51 AND Cl04/A21.4. S o to 7. THE DI PIPE SHALL BE WRAPPED IN POLYETHLENE ENCASEMENT PER TVWD ADDENDUM W kci #3 DATED 10-1-2015. a 31. The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency 8. ALL PIPE JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE TUALATIN VALLEY 0 N ' telephone number of two (2) persons who have authority to resolve problems, take corrective action WATER DISTRICTS STANDARDS. "w --� and, in general,will be responsible in case of any emergency. The permit holder shall notify the City 9. THE CONTRACTOR SHALL PERFORM PRESSURE AND LINKAGE TESTS ON ALL NEWLY p Inspector, in writing, of any/all assignment changes. LAID PIPE IN ACCORDANCE WITH DISTRICT STANDARDS. THE DISTRICT ENGINEER OR (/)�0,,,, INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO TESTING AND SHALL J J 32. The permit holder shall cause his contractor to provide to the City Inspector, in writing,the name and MONITOR THE TESTS. w 24 hour emergency telephone number of a designated "Competent Person" responsible for 10. TEST PRESSURE SHALL BE 150 PSI OR 1.5 TIMES NORMAL WORKING PRESSURE, C-I construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Sub-division P - Excavations. WHICHEVER IS GREATER.THE PRESSURE SHALL BE HELD FOR 1 HOUR. Z The contractor shall notify the City Inspector of any/all assignment changes. 11. COORDINATE FLUSING ACTIVITIES WITH DISTRICT INSPECTOR AT LEAST 24 HOURS IN o O ADVANCE. FLUSING VELOCITY SHALL BE AT LEAST 2.5 FPS. 33. It is the sole responsibility of the permit holder to provide for proper right-of-entry and/or easements 12. PIPELINES SHALL BE DISINFECTED BEFORE PLACING IN SERVICE. DISINFECTION _ m 4 prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to PROCEEDURES SHALL CONFORM TO ANSI/AWWA C651 IN ACCORDANCE WITH OAR the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or 333-061-0050 AND TVWD STANDARDS. provide for proof of right-of-entry or easements. 34. Before placement of asphalt, the permit holder shall clean and complete a pre-acceptance video NOTE: WORK DONE ON THE STATE HIGHWAY IS ~^ "� sE inspection of all new sewer lines. The permit holder shall provide the City with 30 days of notice for UNDER CONTROL OF THE STATE MAINTENANCE the video inspection. Any deficiencies shall be repaired before placement of final lift. OFFICE NOT THE CITY. REFERENCE TO OHSD SPEC. 403 IS UNKNOWN = 35. (PRIVATE SYSTEMS) The Developer shall maintain the water quality facility and correct any AND SHOULD BE IGNORED. defective work, and shall perform all scheduled maintenance to assure proper functioning of the facility. 36. (PUBLIC SYSTEMS) The Developer shall create and provide to the City a schedule for periodic (quarterly) maintenance of the water quality facility. The Developer shall maintain said facility for a '� period of three (3) years from the date of City Conditional Acceptance of the public improvements. On October 1I of each year during this three (3)years period, the Developer shall report, in writing, ��D PROFFf' maintenance activities to the Director of Public Works. City crews should monitor proper removal �� C,1NE�' `f�Q \obt 9/9/16 and disposal of silt and debris. Prior to City final acceptance of the facility, the Developer shall �' #53733�� provide a written evaluation of the operation and maintenance needs of the facility and correct any ""'s""sii01~ deficiencies identified in the evaluation. PROJECT NUMBER Revision 06/05/2014OREGON 14- 153 �` qty 9.�9 0 U docJrwiti '5' �1qs H. 'a SHEET SHEET EXPIRES 12/31/17 \IIIIionmemsas 10 OF 10 • SMOKE BARRIERS & RESIDENTIAL CARE FACILITY REQUIREMENTS, CONT'D. FIRE PARTITIONS: GENERAL NOTES: OAR 411 -054-0200 *SMOKE BARRIER(2014 OSSC. SEC.709): ALL CORRIDOR DOORS TO BE MIN.20 MINUTE RATED PER (3)GENERAL BUILDING EXTERIOR. (D)ALL RESIDENT BEDROOMS MUST BE ACCESSIBLE FOR (5)RESIDENT UNITS. RESIDENT UNITS MAY BE LIMITED (C)A RCF LICENSED FOR MORE THAN 16 RESIDENTS (K)THE WALL BASE SHALL BE CONTINUOUS AND COVED -SMOKE BARRIER TO BE CONSTRUCTED AS PROVIDE TABLE 716.5 FIRE PARTITIONS. (A) ALL EXTERIOR PATHWAYS AND ACCESSES TO THE INDIVIDUALS WITH DISABILITIES AND MEET THE TO A BEDROOM ONLY,WITH BATHROOM FACILITIES MUST PROVIDE A MEDICATION SINK. WITH THE FLOOR,TIGHTLY SEALED TO THE WALL,AND RCFWAYSBUILDING CODES.ADAPTABLE COMMON- AREAS, ENTRANCE, EXIT REQUIREMENTS OF THE BU LO C S PTABL CENTRALLY LOCATED OFF COMMON CORRIDORS. CONSTRUCTEDTHAT 5/8" USE ANDOC CO O CO O S EACH WITHOUT VOIDS CAN HARBOR T BEDROOM DOORS NOT - EXCEPTION: RE (DEN 00 00 S A 1-HOUR FIRE RESISTANCE RATING W/ TYPE X EXC O S S MUST BE MADE OF HARD SMOOTH MATERIAL BE UNITS ARE NOT ACCEPTABLE. RESIDENT UNIT SHALL BE LIMITED TONOT MORE THAN (B) HOUSEKEEPING AND SANITATION. INSECTSOR MOISTURE. GYP.WALL BOARD4 WIDE APPLIED TO BOTH SIDES REQUIRED TO BE RATED. ACCESSIBLE AND MAINTAINED IN GOOD REPAIR. TWO RESIDENTS. (A)A RCF MUST HAVE A SECURED JANITORCLOSET FOR IMENSEM OF 2x STUDS© 16"O.C. NAILED W/1-7/8 LONG 6D (E)A LOCKABLE STORAGE SPACE E.G. DRAWER STORING SUPPLIES AND EQUIPMENTUIPMENT WITH A FLOOR OR HEATING AND VENTILATION SYSTEMS.A RCF MUST COATED OR WALLBOARD NAILS 7 O.C.W/JOINTS ON RESIDENT SLEEPING UNITS TO BE ACCESSIBLE UNITS W/ (B) RCF MUST TAKE MEASURES PREVENT THE CABINETOR CLOSET)MUST BE PROVIDED FOR THE (A) RESIDENT UNITS MUST HAVE A LOCKABLE DOOR SERVICE INK. HAVE HEATING AND VENTILATIONSYSTEMSTHAT NAILINGMEMBERS. STAGGER JOINTSFA. SIDE. ACCESSIBLE RESTR OMS. ENTRY OF RODENTS, FLIES MOSQUITOES,AND OTHER SAFEKEEPING OFA RESIDENTS SMALL VALUABLE ITEMS WITH LEVER TYPE HANDLES EFFECTIVE 01/15/2 017.THISCOMPLY WITH THEBUILDING CODESIN EFFECT :::::::::::::::::::::::::::::::::::::::::•::: FASTENER HEADS COVERED W/JOINT COMPOUND. INSECTS.THERE MUST BE LOCKED STORAGE R ALL ANDFUNDS. BOTH THE ADMINISTRATORAND RESIDENT APPLIES TO ALL EXISTING AND NEW CONSTRUCTION. (B) THE WALL BASE SHALL BE CONTINUOUS AND COVED TIME OF FACILITY CONSTRUCTION.TIO N. -SMOKE BARRIER SHALL FORMAN EFFECTIVE RESIDENT BEDROOM DOORSACCESSING THE CORRIDOR POISONS CHEMICALS, RODENTICIDES AND OTHER MAY HAVE KEYS. WITH THE FLOOR, TIGHTLYSEALED TO THE WALL AND MEMBRANE CONTINUOUS FROM OUTSIDE WALL TOTO BE EQUIPPED WITH SMOKE GASKETS, POSITIVE TOXIC MATERIALS.ALLMATERIALSMUST BE PROPERLY (B) FOR BEDROOM UMTS THE DOOR MUST OPEN TOAN CONSTRUCTED WITHOUT VOIDS THAT CAN HARBORR (A) FOR ALL AREAS OCCUPIED BY OUTSIDE WALL&FROM THE TOP OF THE FOUNDATIONLATCHING, &LEVER TYPE HANDLES W/KEYED LOCKS LABELED. FWAR ROBE CLOSETA SEPARATE WARDROBE INDOOR, TEMPERATURE CONTROLLED COMMON -USE USE INSECTS OR MOISTURE RESIDENTS DESIGN TEMPERATURE FOR OR FLOOR/CEILING ASSEMBLY BELOW TO THE TYP. CLOSET MUST BE PROVIDED FOR EACH RESIDENT'S AREA OR COMMON C ORRIDOR. RESIDENTSMAY NOT CONSTRUCTION MUST BE 75 DEGREES S FAHRENHEIT UNDERSIDE OF THEFLOOR OR ROOF SHEATHING, (C) RCF GROUNDS MUST BE KEPT ORDERLY AND FREE CLOTHING AND PERSONAL BELONGINGS. RESIDENTENTER A ROOMTHROUCH ANOTHER RESIDENTS (C)LAUNDRY FACILITIES. LAUNDRY FACILITIES M AY BE DECK OR SLAB ABOVE INCLUDING CONTINUING RESIDENT AREAS TOBEATTENDED BY STAFF NA24-HR. OF LITTER AND REFUSE. GARBAGE MUST BE INWARDROBE AND STORAGE SPACE MUST TOTAL A BEDROOM. LOCATED TOALLOW FORBOTH RESIDENTAND STAFFA A RCF MUST PROVIDE HEATING SYSTEMS CAPABLE THROUGH CONCEALED SPACES, SUCH ASTHOSE BASIS. COVERED REFUSE CONTAINERS. MINIMUM VOLUME OF 64 CUBIC FEET FOR EACH USE WHENATIME SCHEDULE FOR RESIDENT-USE ISOF MAINTAINING 70 DEGREES FAHRENHEIT IN RESIDENT FOUND ABOVE SUSPENDED CEILINGS, & INTERSTITIAL RESIDENT THE ROD MUSTBE ADJUSTABLE FOR HEIGHT (C) UNITSRESIDENT MUST INCLUDE A MINIMUM OF 80 PROVIDED AND EUIPMENT IS OF RESIDENTIAL IALTPE. AREAS. REQUIREDUIRED MINIMUM TEMPERATURES ES ARE NO STRUCTURAL&MECHANICAL SPACES. CEILING HEIGHTS TO BE9-0„U.N.O. ON FLOOR PLAN (D)AS DESCRIBED IN OAR 411, DIVISION 057, MEMORY OR FIXED FOR REACH RANGES PER BUILDING CODES. IN SQUARE FEET PER RESIDENT, EXCLUSIVE OF CLOSETS, WHEN THE PRIMARY LAUNDRY IS NOT IN THE BUILDING LESS THAN 70 DEGREES FAHRENHEIT DURING THE DAY 919 N.E. 19th Ave. Suite 155 EXCEPTION: SMOKE BARRIER WALLS ARE NOT CARE COMMUNITIES LICENSED AS A RCF MUST BE CALCULATING USEABLE SPACE CLOSET HEIGHT MAY NOT VESTIBULES,AND BATHROOM FACILITIES AND ALLOW OR SUITABLE FOR RESIDENT-USE,A RCF MUST PROVIDE AND 60 DEGREES FAHRENHEIT DURING SLEEPING REQUIRED IN INTERSTITIAL SPACES WHERE SUCH EXTERIOR SIDEWALKS&CONCRETE PATIO AREAS LOCATED ON THE GROUND FLOOR. EXCEED EIGHT FEET AND A DEPTH OF TWO FEET. FOR A MINIMUM OF THREE FEET BETWEEN BEDS; SEPARATE RESIDENT USE LAUNDRY FACILITIES. HOURS. Portland, Oregon 97232 SPACES ARE DESIGNED&CONSTRUCTED W/ SHOWN FOR COORDINATION ONLY.SEE SITE PLAN FOR 503-265-8461 CEILINGS THAT PROVIDED RESISTANCE TO THE ADDITIONAL INFORMATION. (E)A RCF MUST PROVIDE STORAGE FOR ALL (G)WINDOWS. (D)ALL RESIDENT BEDROOMS MUST BE ACCESSIBLE FOR (A)LAUNDRY FACILITIES MUST BE OPERABLE AND AT NO (B)DURING TIMES OF EXTREME SUMMER HEAT, FANS desl n e n.co PASSAGE OF FIRE&SMOKE EQUIVALENT TO THAT prdesi m @ g MAINTENANCE EQUIPMENT, INCLUDING YARD (A) EACH SLEEPING AND LIVING UNIT MUST HAVE AN INDIVIDUALS WITH DISABILITIES AND MEET THE ADDITIONAL COST TO THE RESIDENT. MUST BE MADE AVAILABLE WHEN AIR CONDITIONING IS PROVIDED BY THE SMOKE BARRIER WALLS. SEE FIRE&LIFE SAFETY PLAN FOR WALL TYPES, EGRESS wwW.eprdesign.com -OPENINGS IN SMOKE BARRIERS TO COMPLY W/2014 PATH, &OTHER DETAILS NOT SHOWN HERE FOR CLARITY MAINTENANCE TOOLS, IF NOT PROVIDED BYA THIRD EXTERIOR WINDOW THAT HAS AN AREA AT LEAST ONE REQUIREMENTS OF THE BUILDING CODES.ADAPTABLE NOT PROVIDED. OSSC. SEC. 716. DOORS IN SMOKE BARRIERS TO BE PARTY CONTRACT. TENTH OF THE FLOOR AREA OF THE ROOM. UNITS ARE NOT ACCEPTABLE. (B) LAUNDRY FACILITIES MUST HAVE SPACE AND OF MIN.20 MIN. FIRE PROTECTION RATING&COMPLY PROVIDE NON-ABSORBENT SURFACE TO A HEIGHT OF 4' (B) UNIT WINDOWS MUST BE EQUIPPED WITH CURTAINS EQUIPMENT TO HANDLE LAUNDRY-PROCESSING NEEDS. (B) EXHAUST SYSTEMS.ALL TOILET AND SHOWER (F)A RCF MUST PROVIDE AN ACCESSIBLE OUTDOOR OR BLINDS FOR PRIVACY AND CONTROL OF SUNLIGHT. (E)A LOCKABLE STORAGE SPACE(E.G., DRAWER, LAUNDRY FACILITIES MUST BE SEPARATE FROM FOOD ROOMS MUST BE EQUIPPED WITH A MECHANICAL -PENETRATIONSW/UL 10C OR NEPA 252.OF A SMOKE BARRIER SHALL BATHING AVE OL(TTI SAFUL LLSOHEIGHT @SHOWERS,TYP.F COMMON RESTROOMS& RECREATION AREA.THE OUTDOOR RECREATION AREA CABINET OR CLOSET)MUST BE PROVIDED FOR THE PREPARATION AND OTHER RESIDENT-USE AREAS. EXHAUST FAN OR CENTRAL EXHAUST SYSTEM THAT 5) 'ff , -c.,*%._ MUST BE AVAILABLE TO ALL RESIDENTS. LIGHTING MUST (C)OPERABLE WINDOWS MUST BE DESIGNED TO SAFEKEEPING OF A RESIDENTS SMALL VALUABLE ITEMS DISCHARGES TO THE OUTSIDE. 4,,'' GI Ig ,, - COMPLY W12014 OSSC. SEC. 714. , = R -JOINTS MADE IN OR BETWEEN A SMOKE BARRIER CARPETING TO WITHSTAND A MIN.CRITICAL RADIANT BE EQUAL TO A MINIMUM OF FIVE FOOT CANDLES. PREVENT ACCIDENTAL FALLS WHEN SILL HEIGHTS ARE AND FUNDS. BOTH THE ADMINISTRATOR AND RESIDENT (C)ON-SITE LAUNDRY FACILITIES, USED BY STAFF FOR SHALL COMPLY W/2014 OSSC. SEC.715. FLUX AS REQUIRED FOR CLASS II MATERIALS, NFPA 253, MEMORY CARE COMMUNITIES MUST PROVIDE LOWER THAN 36 INCHES AND ABOVE THE FIRST FLOOR. MAY HAVE KEYS. FACILITY AND RESIDENT LAUNDRY MUST HAVE CAPACITY (C)FIREPLACES, FURNACES,WOOD STOVES,AND 5 -191~' RESIDENTS WITH DIRECT ACCESS TO A SECURE FOR LOCKED STORAGE OF CHEMICALS AND EQUIPMENT. BOILERS.WHERE USED, INSTALLATION MUST MEET �'i JOINTS TO BE CONSTRUCTED OF AN APPROVED TYP. .,,..4.44-.4...t.....% OUTDOOR RECREATION AREAAS DESCRIBED IN OAR (H) RESIDENT UNIT BATHROOMS. IF RESIDENT (F)WARDROBE CLOSET.A SEPARATE WARDROBE STANDARDS OF THE BUILDING CODES IN EFFECT AT THE JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE CHAPTER 411, DIVISION 057. BATHROOMS ARE PROVIDED WITHIN A RESIDENT UNIT, CLOSET MUST BE PROVIDED FOR EACH RESIDENT'S (D)THE WALL BASE SHALL BE CONTINUOUS AND COVED TIME OF CONSTRUCTION.THE GLASS AND AREA OF OF FIRE&SMOKE FOR A TIME PERIOD NOT LESS FURNISHINGS BY OWNER. SHOWN FOR INFORMATIONe,_ ,,,, / THAN THAT OF THE FIRE RESISTANCE RATING OF THE ONLY. THE BATHROOM MUST BE A SEPARATE ROOM AND CLOTHING AND PERSONAL BELONGINGS. RESIDENT WITH THE FLOOR,TIGHTLY SEALED TO THE WALL,AND SURROUNDING THE FIREPLACE MUST NOT EXCEED 120 - Y t a SMOKE BARRIER. (G)OUTDOOR PERIMETER FENCING MAY NOT BE INCLUDE A TOILET HAND WASH SINK, MIRROR,TOWEL WARDROBE AND STORAGE SPACE MUST TOTAL A CONSTRUCTED WITHOUT VOIDS THAT CAN HARBOR DEGREES FAHRENHEIT it�Y SECURED TO PREVENT EXIT UNLESS THE RCF HAS BAR,AND STORAGE FOR TOILETRY ITEMS.THE MINIMUM VOLUME OF 64 CUBIC FEET FOR EACH INSECTS OR MOISTURE. ” –I -DUCTS&AIR TRANSFER OPENINGS PENETRATING A BUILDING SHALL BE HEATED&COOLED WI DUCTLESS WRITTEN APPROVAL FROM THE DEPARTMENT OR THE BATHROOMS MUST BE ACCESSIBLE FOR INDIVIDUALS RESIDENT.THE ROD MUST BE ADJUSTABLE FOR HEIGHT (D)WALL HEATERS. COVERS,GRATES,OR SCREENS OF SMOKE BARRIER SHALL COMPLY WI 2014 OSSC.SEC. MINI-SPLIT HEATING&A/C UNITS. U.N.O. RCF IS IN COMPLIANCE WITH OAR CHAPTER 411, WHO USE WHEELCHAIRS. OR FIXED FOR REACH RANGES PER BUILDING CODES. IN (D)SOILED LINEN PROCESSING. FOR THE PURPOSE OF WALL HEATERS AND ASSOCIATED HEATING ELEMENTS !EXP.DATE: 06-30-18 I 717. DIVISION 057(MEMORY CARE COMMUNITIES)OR OAR CALCULATING USEABLE SPACE CLOSET HEIGHT MAY NOT THIS RULE,"SOILED LINENS AND SOILED CLOTHING," MAY NOT EXCEED 120 DEGREES FAHRENHEIT WHEN SEE ELEVATIONS&FLOOR PLAN FOR WINDOW HEAD 309-032-1500 THROUGH 309-032-1565(ENHANCED CARE HEIGHTS,TYP. (I) UNIT KITCHENS. IF COOKING FACILITIES ARE EXCEED EIGHT FEET AND A DEPTH OF TWO FEET. MEANS LINENS OR CLOTHING CONTAMINATED BY AN THEY ARE INSTALLED IN LOCATIONS THAT ARE SUBJECT *SMOKE&FIRE PARTITIONS(2014 OSSC. SEC 708&710): SERVICES). PROVIDED IN RESIDENT UNITS, COOKING APPLIANCES INDIVIDUAL'S BODILY FLUIDS(FOR EXAMPLE, URINE, TO INCIDENTAL CONTACT BY PEOPLE OR WITH -ALL CORRIDORS SERVING AS EXIT ACCESS& TYPICAL EXTERIOR SHEATHING U.N.O.: MUST BE READILY REMOVABLE OR DISCONNECT-ABLE (G)WINDOWS. FECES, OR BLOOD). COMBUSTIBLE MATERIAL. EFFECTIVE 01/15/2015,WALL INDIVIDUAL SLEEPING UNITS TO BE CONSTRUCTED AS 5/8" DENSGLASS FIRE GUARD SHEATHING OVER (H)A RCF MUST HAVE AN ENTRY AND EXIT DRIVE TO AND AND THE RCF MUST HAVE AND CARRY OUTA WRITTEN (A) EACH SLEEPING AND LIVING UNIT MUST HAVE AN HEATERS ARE NOTACCEPTABLE IN NEW CONSTRUCTION SMOKE&FIRE PARTITIONS. STRUCTURAL WALL SHEATHING(SEE STRUCTURAL) FROM THE MAIN BUILDING ENTRANCE THAT ALLOWS FOR SAFETY POLICY REGARDING RESIDENT-USE AND EXTERIOR WINDOW THAT HAS AN AREAAT LEAST ONE (A)THERE MUST BE A SEPARATE AREA WITH CLOSED OR REMODELING. PROVIDE A 1-HR. FIRE RESISTANCE RATING W/5/8"TYPE A VEHICLE TO PICK UP AND DROP OFF RESIDENTS AND NONUSE.A MICROWAVE IS CONSIDERED A COOKING TENTH OF THE FLOOR AREA OF THE ROOM. CONTAINERS THAT ENSURE THE SEPARATE STORAGE "X"GYP.WALL BOARD,4'WIDE APPLIED TO BOTH SIDES TYPICAL INTERIOR SHEATHING U.N.O.: MAIL DELIVERIES WITHOUT THE NEED FOR VEHICLES TO APPLIANCE. (B) UNIT WINDOWS MUST BE EQUIPPED WITH CURTAINS AND HANDLING OF SOILED LINENS AND SOILED (9)PLUMBING SYSTEMS. PLUMBING SYSTEMS MUST OF 2x STUDS© 16"O.C.W/1-7/8"LONG 6D COATED OR 5/8"TYPE"X"GYP.WALL BOARD. BACK UP. OR BLINDS FOR PRIVACY AND CONTROL OF SUNLIGHT. CLOTHING.THERE MUST BE SPACE AND EQUIPMENT TO CONFORM TO THE BUILDING CODES IN EFFECTAT THE .4-0 WALLBOARD NAILS 7"O.C.W/JOINTS ON NAILING SEE DETAIL FOR 1-HOUR&2-HOUR FIRE RATED (6)COMMON-USE AREAS. HANDLE SOILED LINEN AND SOILED CLOTHING TIME OF FACILITY CONSTRUCTION. .— MEMBERS. STAGGER JOINTS EA. SIDE. FASTENER HEADS ASSEMBLIES. ENTIRE CEILING TO BE CONSTRUCTED AS (4)GENERAL BUILDING INTERIOR.THE DESIGN OF A RCF (A) BATHING FACILITIES. CENTRALIZED BATHING (C)OPERABLE WINDOWS MUST BE DESIGNED TO PROCESSING NEEDS THAT IS SEPARATE FROM REGULAR 0 COVERED W/JOINT COMPOUND. A SMOKE BARRIER. SEE FIRE&LIFE SAFETY PLAN FOR MUST EMPHASIZE A RESIDENTIAL APPEARANCE WHILE FIXTURES MUST BE PROVIDED ATA MINIMUM RATIO OF PREVENT ACCIDENTAL FALLS WHEN SILL HEIGHTS ARE LINENS AND CLOTHING. (A) HOT WATER TEMPERATURE IN RESIDENTS'UNITS -SMOKE&FIRE PARTITIONS TO EXTEND FROM THE TOP LOCATION OF 2-HR CEILING @ OCCUPANCY SEPARATION RETAINING THE FEATURES REQUIRED TO SUPPORT ONE TUB OR SHOWER FOR EACH TEN RESIDENTS NOT LOWER THAN 36 INCHES AND ABOVE THE FIRST FLOOR. MUST BE MAINTAINED WITHIN A RANGE OF 110- 120 CO OF THE FOUNDATION OR FLOOR BELOW TO THE REQUIREMENTS. SPECIAL RESIDENT NEEDS AS OUTLINED IN THIS RULE. SERVED BY FIXTURES WITHIN THEIR OWN UNIT. (B)ARRANGEMENT MUST PROVIDE A ONE-WAY FLOW OF DEGREES FAHRENHEIT. LL UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK (H) RESIDENT UNIT BATHROOMS. IF RESIDENT SOILED LINENS AND SOILED CLOTHING FROM THE OR SLAB ABOVE, OR TO THE UNDERSIDE OF THE LIGHTING CONTROLS, ELECTRICAL SWITCHES,& (A)RECEPTION AREA.A RECEPTION AREA MUST BE (A)AT LEAST ONE CENTRALIZED SHOWER OR TUB MUST BATHROOMS ARE PROVIDED WITHIN A RESIDENT UNIT, SOILED AREA TO THE CLEAN AREA AND PRECLUDE (B) HOT WATER TEMPERATURES SERVING DIETARY a) - -•�C VISIBLE AND ACCESSIBLE TO RESIDENTS AND VISITORS BE DESIGNED FOR DISABLED ACCESS WITHOUT THE BATHROOM MUST BE A SEPARATE ROOM AND POTENTIAL FOR CONTAMINATION OF CLEAN LINENS AND AREAS MUST MEET OAR 333-150-0000(FOOD SANITATION L– CABTVEAS1 WHERER FIRER CRESTSILING NCE MEMBRANE IS RECEPTACLE OUTLETS,FOTS, ENVIRONMENTALCURITYRINTERCOM COMROLS, & WHEN ENTERING THE DOORS OF THE MAIN ENTRANCE SUBSTANTIAL LIFTING BY STAFF. INCLUDE A TOILET, HAND WASH SINK, MIRROR,TOWEL CLOTHING. RULES). CO > �U CONSTRUCTED 1-HR. RESISTANCE RATING&TO USER CONTROLS FOR SECURITY OR INTERCOM LIMIT THE PASSAGE OF SMOKE. SYSTEMS SHALL COMPLY WITH ANSI 309.2&309.3,TYP. TO THE RCF. BAR,AND STORAGE FOR TOILETRY ITEMS.THE I' M�M C -ALL WINDOW UNITS IN SMOKE&FIRE PARTITIONS TO BE (B)BATHING FACILITIES MUST BE LOCATED OR BATHROOMS MUST BE ACCESSIBLE FOR INDIVIDUALS (C)THE SOILED LINEN ROOM OR AREA, MUST INCLUDE A (C)AN OUTSIDE AREA DRAIN AND HOT AND COLD WATER ~✓ W N U-- C) SEALED TO RESIST THE FREE PASSAGE OF SMOKE& PROVIDE MIN. 12"CLEARANCE©PUSH SIDE OF DOOR (B)CORRIDORS. RESIDENT-USE AREAS AND UNITS MUST SCREENED TO ALLOW FOR RESIDENT PRIVACY WHILE WHO USE WHEELCHAIRS. FLUSHING RIM CLINICAL SINK WITH A HANDHELD RINSING HOSE BIBS MUST BE PROVIDED FOR SANITIZING % — I` CV E SHALL BE 45 MIN. RATED IN ACCORDANCE W/TABLE STRIKE&MIN. 18"ON PULL SIDE OF DOOR STRIKE,TYP. BE CONNECTED THROUGH TEMPERATURE CONTROLLED BATHING AND PROVIDE ADEQUATE SPACE FOR AN DEVICE AND A HAND WASH SINK OR LAVATORY. LAUNDRY CARTS, FOOD CARTS,AND GARBAGE CANS. — C) L- 0 COMMON CORRIDORS. ATTENDANT. (I) UNIT KITCHENS. IF COOKING FACILITIES ARE (II (zs Z7 716.5&TESTED IN ACCORDANCE W/UL 9. FIRE RESISTANCE GLAZING TO BEAR A PERMANENT LABEL GROUND LEVEL(1-2 OCC.) EXIT ACCESS TRAVEL PROVIDED IN RESIDENT UNITS, COOKING APPLIANCES (D)WHEN WASHING SOILED LINENS AND SOILED (10) ELECTRICAL REQUIREMENTS. E _ ,,,j 0W SHOWING THE NAME OF THE MANUFACTURER,THE DISTANCE TO BE MAX.200'&250' FOR 2ND LEVEL(R-3 (A) RESIDENTUSE CORRIDORS EXCEEDING 20 FEET IN (C)A SLOP-RESISTANT FLOOR SURFACE IN BATHING MUST BE READILY REMOVABLE OR DISCONNECT-ABLE CLOTHING,WASHERS MUST HAVE A MINIMUM RINSE (A)WIRING SYSTEMS.ALL WIRING SYSTEMS MUST MEET (� CO LENGTH TO AN EXIT OR COMMON-USE AREA, MUST HAVE AREAS IS REQUIRED. AND THE RCF MUST HAVE AND CARRY OUT A WRITTEN TEMPERATURE OF 140 DEGREES FAHRENHEIT UNLESS A THE BUILDING CODES IN EFFECT AT THE DATE OF TEST STANDARD,&THE IDENTIFIER WITH RATING IN OCC.)PER TABLE 1016.2&GROUND LEVEL(1-2 OCC.) (U P. A MINIMUM WIDTH OF 72 INCHES. SAFETY POLICY REGARDING RESIDENUSE AND CHEMICAL DISINFECTANT IS USED. INSTALLATION AND SHALL BE MAINTAINED AND IN GOOD `:=T - MINUTES. OPERABLE WINDOWS TO BE COMMON PATH OF EGRESS TRAVEL TO BE MAX.75'&125' C AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE. FOR 2ND LEVEL(R-3 OCC.)PER TABLE 1014.3. (D)GRAB BARS MUST BE PROVIDED IN ALL RESIDENT NONUSE.A MICROWAVE IS CONSIDERED A COOKING REPAIR. t n .. a CO -ALL DOORS IN SMOKE 8.FIRE PARTITIONS SHALL NOT (B)CORRIDORS SHALL NOT EXCEED 150 FEET IN LENGTH SHOWERS. APPLIANCE. (E)PERSONNEL HANDLING SOILED LAUNDRY MUST BE V 1 ti -3 0 INCLUDE LOUVERS&BE IN COMPLIANCE W/2014 OSSC. DEAD END CORRIDORS SHALL NOT EXCEED 50'MAX. PER FROM ANY RESIDENT UNIT TO A SEATING OR OTHER PROVIDED WITH WATERPROOF GLOVES. (B)THE USE OF EXTENSION CORDS AND 0 fHER SPECIAL �" In L *C7).SEC. 710.5.2&SEC. 716. DOORS ACCESSING RESIDENT SECTION 1018.4 EXCEPTION 2,TYP. COMMON-USE AREA. (E)SHOWERS MUST BE EQUIPPED WITH A HAND-HELD (6)COMMON-USE AREAS. TAPS IS NOT ALLOWED. (� BEDROOMS FROM A CORRIDOR TO BE EQUIPPED WITH SHOWERHEAD AND A CLEANABLE SHOWER CURTAIN. (A) BATHING FACILITIES. CENTRALIZED BATHING (F)COVERED OR ENCLOSED CLEAN LINEN STORAGE M a (C) HANDRAILS MUST BE INSTALLED AT ONE OR BOTH FIXTURES MUST BE PROVIDED ATA MINIMUM RATIO OF MUST BE PROVIDED AND MAY BE ON SHELVES OR (C) LIGHTING. LIGHTING FIXTURES MUST BE PROVIDED IN .� SMOKE GASKETS&POSITIVE LATCHING(NOT REQUIRED PROVIDE A LISTED FIRE-STOP CONTINUOUS @ SIDES OF RESIDENT-USE CORRIDORS. (B)TOILET FACILITIES.TOILET FACILITIES MUST BE ONE TUB OR SHOWER FOR EACH TEN RESIDENTS NOT CARTS. CLEAN LINENS MAY BE STORED IN CLOSETS EACH RESIDENT BEDROOM AND BATHROOM AND BE O F" -0 a) TO BE RATED).ALL OTHER CORRIDOR DOORS TO BE MIN. PERIMETER GAPS OF ALL RATED CONSTRUCTION AS r 20 MIN. RATED&EQUIPPED WITH SMOKE GASKETS PER REQUIRED TO MAINTAIN THE SPECIFIED RATING,TYP. LOCATED FOR RESIDENT-USE AT A MINIMUM RATIO OF SERVED BY FIXTURES WITHIN THEIR OWN UNIT. OUTSIDE THE LAUNDRY AREA. SWITCHABLE AND NEAR THE ENTRY DOOR. Cl) TABLE 716.5 FIRE PARTITIONS&SELF CLOSER. (C)FLOORS. ONE TO SIX RESIDENTS FOR ALL RESIDENTS NOT CO (A) HARD SURFACE FLOORS AND BASE MUST BE FREE SERVED BY TOILET FACILITIES WITHIN THEIR OWN UNIT. (A)AT LEAST ONE CENTRALIZED SHOWER OR TUB MUST (G)THE WALL BASE SHALL BE CONTINUOUS AND COVED (A)EACH RESIDENT BEDROOM MUST HAVE ILLUMINATION > -ALL PENETRATIONS&JOINTS IN SMOKE PARTITIONS TO ROOMS CONTAINING FIRE PROTECTION EQUIPMENT& CU FROM CRACKS AND BREAKS. TOILET FACILITIES MUST INCLUDE A TOILET, HAND WASH BE DESIGNED FOR DISABLED ACCESS WITHOUT WITH THE FLOOR,TIGHTLY SEALED TO THE WALL,AND OF AT LEAST 20-FOOT CANDLES MEASURED AT THREE BE FILLED W/AN APPROVED MATERIAL TO LIMIT THE MECHANICAL/ELECTRICAL ROOMS SHALL BE IDENTIFIEDd" FREE PASSAGE OF SMOKE&FIRE&COMPLY W/SEC.714. IN AN APPROVED MANNER. REQUIRED SIGNS SHALL BE SINK,AND MIRROR. SUBSTANTIAL LIFTING BY STAFF. CONSTRUCTED WITHOUT VOIDS THAT CAN HARBOR FEET ABOVE THE FLOOR FOR WAY FINDING FROM THE -THE SPACE AROUND A DUCT PENETRATING A SMOKE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY (B)CARPETING AND OTHER FLOOR MATERIALS MUST BE INSECTS OR MOISTURE. ROOM ENTRANCE,TO EACH BED,AND TO THE 1111111111111•11111 IIIIIMNIMIll PARTITION SHALL BE FILLED W/AN APPROVED MATERIAL INSTALLED&READILY VISIBLE,TYP. CONSTRUCTED AND INSTALLED TO MINIMIZE (A)TOILET FACILITIES FOR ALL OF THE LICENSED (B) BATHING FACILITIES MUST BE LOCATED OR ADJOINING TOILET ROOM, IF ONE EXISTS. as TO LIMIT THE FREE PASSAGE OF FIRE&SMOKE. RESISTANCE FOR PASSAGE OF WHEELCHAIRS AND RESIDENT CAPACITY MUST BE ACCESSIBLE TO SCREENED TO ALLOW FOR RESIDENT PRIVACY WHILE (E) KITCHEN AND FOOD STORAGE. KITCHEN FACILITIES DUCTS&AIR TRANSFER OPENINGS IN SMOKE LIGHTING CONTROLS, ELECTRICAL SWITCHES, & OTHER AMBULATION AIDS. INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH BATHING AND PROVIDE ADEQUATE SPACE FOR AN AND EQUIPMENT IN RESIDENTIAL CARE FACILITIES WITH (B) LIGHTING IN TOILET ROOMS AND BATHING FACILITIES THE BUILDING CODES. ATTENDANT. A CAPACITY OF 16 OR FEWER MAY BE OF RESIDENTIAL USED BY RESIDENTS MUST BE AT LEAST 50-FOOT PARTITIONS SHALL BE PROVIDED W/A SMOKE DAMPER RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, & COMPLYING WI 2014 OSSC. SEC. 717. USER CONTROLS FOR SECURITY OR INTERCOM (C)THRESHOLDS AND FLOOR JUNCTURES MUST BE TYPE EXCEPTAS REQUIRED BY THE BUILDING CODES. CANDLES,MEASURED AT THE HAND WASH SINK AND SYSTEMS SHALL COMPLY WITH ANSI 309.2&309.3,TYP. MAINTAINED TO ALLOW FOR THE PASSAGE OF (B)A RCF LICENSED FOR MORE THAN 16 RESIDENTS (C)A SLIP-RESISTANT FLOOR SURFACE IN BATHING RESIDENTIAL CARE FACILITIES LICENSED FORA THREE FEET ABOVE THE SHOWER FLOOR WITH THE SHAFT ENCLOSURES SHALL COMPLY W/2014 SEC.713& WHEELCHAIRS AND TO PREVENTA TRIPPING HAZARD. MUST PROVIDE AT LEAST ONE SEPARATE TOILET AND AREAS IS REQUIRED. CAPACITY OF MORE THAN 16, MUST COMPLY WITH OAR CURTAIN OPEN. HAVE A FIRE RESISTANCE RATING OF 1-HR. ALL ATTIC ACCESS HATCHES TO BE MIN 1-HR RATED HAND WASH LAVATORY FOR STAFF AND VISITOR USE. 333-150-0000(FOOD SANITATION RULES).THE HATCH DOOR&FRAME. BATH FANS&OTHER CEILING (D) INTERIOR DOORS. LEVER-TYPE DOOR HANDLES (D)GRAB BARS MUST BE PROVIDED IN ALL RESIDENT FOLLOWING ARE REQUIRED: (C)CORRIDOR LIGHTING MUST EQUAL A MINIMUM OF SMOKE DETECTION: PENETRATIONS TO HAVE APPROVED SMOKE/FIRE MUST BE PROVIDED ON ALL DOORS USED BY (C)DINING AREA.THE DINING AREA MUST BE PROVIDED SHOWERS. 20 FOOT CANDLES MEASURED FROM THE FLOOR. These plans and the designs herein are RESISTANT FRAMES, SEALS, GASKETS, &CAULKING @ RESIDENTS. WITH THE CAPACITY TO SEAT 100 PERCENT OF THE (A) DRY STORAGE SPACE, NOT SUBJECT TO FREEZING, copyrighted under Federal Law by: AN AUTOMATIC SMOKE DETECTION SYSTEM SHALL BE JOINTS&PENETRATIONS. SEAL ALL GAPS&JOINTS,TYP. RESIDENTS.THE DINING AREA MUST PROVIDE A MINIMUM (E) SHOWERS MUST BE EQUIPPED WITH A HAND-HELD FOR A MINIMUM ONE-WEEK SUPPLY OF STAPLE FOODS. (0)TABLE HEIGHT LIGHTING IN DINING ROOMS MUST EPR DESIGN, LLC. INSTALLED IN CORRIDORS,WAITING AREAS OPEN TO (E) EXIT DOORS. EXIT DOORS MAY NOT INCLUDE LOCKS OF 22 SQUARE FEET PER RESIDENT FOR SEATING, SHOWERHEAD AND A CLEANABLE SHOWER CURTAIN. EQUAL A MINIMUM OF 25-FOOT CANDLES,WITHOUT CORRIDORS,AND HABITABLE SPACES OTHER THAN THAT DELAY EVACUATION EXCEPT AS SPECIFIED BY THE EXCLUSIVE OF SERVING CARTS AND OTHER EQUIPMENT (B) REFRIGERATION AND FREEZER SPACE AT PROPER LIGHT FROM WINDOWS. FIRE / LIFE SLEEPING UNITS AND KITCHENS.THE SYSTEM SHALL BE LIGHTING LEVELS: BUILDING CODES. SUCH LOCKS MAY NOT BE INSTALLED OR ITEMS THAT TAKE UP SPACE IN THE DINING AREA.A (B)TOILET FACILITIES.TOILET FACILITIES MUST BE TEMPERATURE TO STORE A MINIMUM TWO DAYS'SUPPLY ACTIVATED IN ACCORDANCE WITH SECTION 907.5. EXCEPT WITH WRITTEN APPROVAL OF THE DEPARTMENT. RCF MUST HAVE POLICIES AND EQUIPMENT TO ASSURE LOCATED FOR RESIDENT-USE AT A MINIMUM RATIO OF OF PERISHABLE FOODS. (11)CALL SYSTEM.A RCF MUST PROVIDE A CALL SYSTEM LISTED SINGLE-AND MULTIPLE-STATION SMOKE ALARMS MININIMUM MAINTAINED AVERAGE LUMINANCE FOOD IS SERVED FRESH AND AT PROPER ONE TO SIX RESIDENTS FOR ALL RESIDENTS NOT THAT CONNECTS RESIDENT UNITS TO THE CARE STAFF SAFETY P LAN COMPLYING W/UL 217 SHALL BE INSTALLED IN MEASURED IN FOOT-CANDIES (A)EXIT DOORS MAY NOT INCLUDE LOCKS THAT TEMPERATURES. SERVED BY TOILET FACILITIES WITHIN THEIR OWN UNIT. (C)STORAGE FOR ALL DISHWARE, UTENSILS,AND CENTER OR STAFF PAGERS.WIRELESS CALL SYSTEMS ACCORDANCE W/SECTIONS 907.2.11.1 THROUGH 907.2.11.4 PREVENT EVACUATION. TOILET FACILITIES MUST INCLUDE A TOILET, HAND WASH COOKING UTENSILS USED BY RESIDENTS MUST MEET ARE ALLOWED. AND NFPA 72. AREAS: AMBIENT LIGHT: TASK LIGHT: (D) SOCIAL AND RECREATION AREAS.A RCF MUST SINK,AND MIRROR. OAR 333-150-0000 (FOOD SANITATION RULES). (A)A MANUALLY OPERATED EMERGENCY CALL SYSTEM AND (B) IF AN ELECTRONIC CODE MUST BE ENTERED TO USE INCLUDE LOUNGE AND ACTIVITY AREAS FOR SOCIAL AND MUST BE PROVIDED IN EACH TOILET AND BATHING FIRE ALARM SUMMARY: EXTERIOR ENTRANCE(NIGHT) 10 NA AN EXIT DOOR THAT CODE MUST BE CLEARLY POSTED RECREATIONAL USE TOTALING A MINIMUM OF 15 SQUARE (A)TOILET FACILITIES FOR ALL OF THE LICENSED (D) IN FACILITIES LICENSED TO SERVE 16 OR FEWER FACILITY USED BY RESIDENTS AND VISITORS. INTERIOR ENTRY(DAY-WITHIN FOR RESIDENTS,VISITORS,AND STAFF USE. FEET PER RESIDENT. RESIDENT CAPACITY MUST BE ACCESSIBLE TO RESIDENTS,A DISHWASHER MUST BE PROVIDED(MAY BE NOTES MANUAL&AUTOMATIC FIRE ALARM IN ACCORDANCE WI THE FIRST 10'FROM DOOR) 50 NA (E)COOKING STOVE. IF A STOVE IS PROVIDED IN THE INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH RESIDENTIAL TYPE)WITH A MINIMUM FINAL RINSE (B)EXIT DOOR ALARMS.AN EXIT DOOR ALARM OR OTHER REV. NO. DATE: NEPA 72 INTERIOR ENTRY(NIGHT) 10 NA (F)WALLS AND CEILINGS.WALLS AND CEILINGS MUST BE ACTIVITIES OR COMMON-USE AREA,AND IS AVAILABLE THE BUILDING CODES. TEMPERATURE OF 140 DEGREES FAHRENHEIT(160 ACCEPTABLE SYSTEM MUST BE PROVIDED FOR FIELD VERIFY LOCATIONS OF FIRE ALARM PANEL& EXIT STAIRWAYS&LANDINGS CLEANABLE IN KITCHEN, LAUNDRY,AND BATHING AREAS. FOR RESIDENT-USE,A KEYED, REMOTE SWITCH, OR DEGREES RECOMMENDED), UNLESS A CHEMICAL SECURITY PURPOSES AND TO ALERT STAFF WHEN ENUNCIATOR PANEL. (VALUE CONTRAST ON EDGE) 30 NA KITCHEN WALLS MUST BE FINISHED SMOOTH PER OAR OTHER SAFETY DEVICE MUST BE PROVIDED TO ENSURE (B)A RCF LICENSED FOR MORE THAN 16 RESIDENTS DISINFECTANT IS USED IN LIEU OF THE OTHERWISE RESIDENTS EXIT THE RCF.THE DOOR ALARM SYSTEM EXTERIOR WALKWAY SURFACE 333-150-0000(FOOD SANITATION RULES). STAFF CONTROL. MUST PROVIDE AT LEAST ONE SEPARATE TOILET AND REQUIRED WATER TEMPERATURE. IN FACILITIES OF 17 MAY BE INTEGRATED WITH THE CALL SYSTEM. INITIATION: (NIGHT) 5 NA HAND WASH LAVATORY FOR STAFF AND VISITOR USE. OR MORE CAPACITY,A COMMERCIAL DISHWASHER IS -MANUAL FIRE ALARM BOXES, LOCATED AT EXIT DOORS. (G) ELEVATORS.A RCF WITH RESIDENTS ON MORE THAN (7)SUPPORT SERVICE AREAS. REQUIRED MEETING OAR 333-150-0000(FOOD (C)SECURITY DEVICES INTENDED TO ALERT STAFF OF -SMOKE DETECTORS, LOCATED IN ALL SLEEPING ROOMS, ADMINISTRATIVE AREAS 30 50 ONE FLOOR MUST PROVIDE AT LEAST ONE ELEVATOR (A)MEDICATION STORAGE.A RCF MUST HAVE A LOCKED (C)DINING AREA.THE DINING AREA MUST BE PROVIDED SANITATION RULES). AN INDIVIDUAL RESIDENT'S POTENTIAL ELOPEMENT MAY W COMMON LIVING AREAS, CORRIDORS,AND ALL SPACES VISITING AREAS(DAY) 30 NA THAT MEETS OREGON ELEVATOR SPECIALTY CODE AND SEPARATE CLOSED STORAGE AREA FOR WITH THE CAPACITY TO SEAT 100 PERCENT OF THE INCLUDE, BUT NOT BE LIMITED TO, ELECTRONIC �//�'� THAT OPEN ONTO THE CORRIDOR. DETECTORS SHALL NOT VISITING AREAS(NIGHT) 10 NA (OESC) REQUIREMENTS. MEDICATIONS, SUPPORTIVE OF THE DISTRIBUTION RESIDENTS.THE DINING AREA MUST PROVIDE A MINIMUM (E)IN RESIDENTIAL CARE FACILITIES WITH A CAPACITY PENDANTS, BRACELETS, PINS. (I) BE LOCATED WITHIN 3 FT.OF A DOOR TO A KITCHEN,A DOOR RESIDENT BEDROOMS 30 NA SYSTEM UTILIZED INCLUDING: OF 22 SQUARE FEET PER RESIDENT FOR SEATING, OF 16 OR FEWER,A TWO COMPARTMENT SINK OR L TO A BATHROOM CONTAINING A TUB OR SHOWER,ORA ENTRANCE 30 NA (H)THE INTERIOR OF THE FACILITY MUST BE FREE FROM EXCLUSIVE OF SERVING CARTS AND OTHER EQUIPMENT SEPARATE FOOD PREPARATION SINK AND HAND WASH (12)TELEPHONES.ADEQUATE TELEPHONES MUST BE 1— REGISTER OF A FORCED AIR HVAC SYSTEM. WARDROBE 30 75 UNPLEASANT ODORS. (A)A METHOD FOR REFRIGERATION OF PERISHABLE OR ITEMS THAT TAKE UP SPACE IN THE DINING AREA.A LAVATORY MUST BE PROVIDED. IN RESIDENTIAL CARE AVAILABLE FOR RESIDENT, STAFF,AND VISITOR USE, -ACTIVATION OF AUTOMATIC SPRINKLER SYSTEM. LIVING ROOM 30 75 MEDICATIONS THAT PROVIDES FOR LOCKED SEPARATION RCF MUST HAVE POLICIES AND EQUIPMENT TO ASSURE FACILITIES WITH 17 OR MORE CAPACITY,A TRIPLE POT INCLUDING THOSE INDIVIDUALS WHO HAVE PHYSICAL 2 BEDROOM(DAY) 30 60 (I)ALL INTERIOR AND EXTERIOR MATERIALS AND FROM STORED FOOD ITEMS; FOOD IS SERVED FRESH AND AT PROPER WASH SINK(UNLESS ALL POTS ARE SANITIZED IN THE DISABILITIES. IF THE ONLY TELEPHONE IS LOCATED IN A n/ NOTIFICATION: MAKE-UP/SHAVING VANITY 30 NA SURFACES (E.G., FLOORS, WALLS, ROOFS, CEILINGS, TEMPERATURES. DISHWASHER),A FOOD PREP SINK,AND SEPARATE HAND STAFF AREA, IT MUST BE POSTED THAT THE TELEPHONE LL -HORNS TO PROVIDE COVERAGE THROUGHOUT THE SHOWER/BATHING ROOM 30 NA WINDOWS,AND FURNITURE)AND ALL EQUIPMENT (B) MEDICATIONS MUST BE STORED IN AN AREA THAT IS WASH LAVATORY MUST BE PROVIDED. IS AVAILABLE FOR NORMAL RESIDENT-USE AT ANY TIME W BUILDING. NECESSARY FOR THE HEALTH, SAFETY,AND COMFORT SEPARATE FROM ANY POISONS, HAZARDOUS MATERIAL, (D)SOCIAL AND RECREATION AREAS.A RCF MUST AND THAT STAFF SHALL ENSURE THE RESIDENT'S ^ -STROBES SHALL BE LOCATED IN DINING HALL,ACTIVITIES ACTIVITY AREAS 30 50 OF THE RESIDENT WILL BE KEPT CLEAN AND IN GOOD OR TOXIC SUBSTANCE;AND INCLUDE LOUNGE AND ACTIVITY AREAS FOR SOCIALAND (F)FOOD PREPARATION AND SERVING AREAS MUST UNINTERRUPTED PRIVACY. STAFF MAY PROVIDE Lf– REPAIR. RECREATIONAL USE TOTALING A MINIMUM OF 15 SQUARE HAVE SMOOTH AND CLEANABLE COUNTERS. ASSISTANCE WHEN NECESSARY OR REQUESTED. ROOM,SITTING ROOM, COURTYARD,CORRIDORS,COMMON HALLWAYS(DAY) 30 NA DATE: BATHING ROOMS, STAFF BREAK ROOM, RESIDENT SLEEPING HALLWAYS(NIGHT!SLEEPING) 10 NA (C)A RCF LICENSED FOR MORE THAN 16 RESIDENTS FEET PER RESIDENT. 11/30/15 ROOMS AND PRIVATE BATHROOMS. DINING(ACTIVE HOURS) 30 50 (5)RESIDENT UNITS. RESIDENT UNITS MAY BE LIMITED MUST PROVIDE A MEDICATION SINK. (E)COOKING STOVE. IF A STOVE IS PROVIDED IN THE (G)STOVE AND OVEN EQUIPMENT FOR COOKING AND (13)TELEVISION ANTENNA OR CABLE SYSTEM.A RCF (ON TABLE SURFACES) TO A BEDROOM ONLY,WITH BATHROOM FACILITIES ACTIVITIES OR COMMON-USE AREA,AND IS AVAILABLE BAKING NEEDS. MUST PROVIDE A TELEVISION ANTENNA OR CABLE DRAWN BY: MONITORING: CENTRALLY LOCATED OFF COMMON CORRIDORS. EACH (B) HOUSEKEEPING AND SANITATION. FOR RESIDENT-USE,A KEYED, REMOTE SWITCH, OR SYSTEM WITH AN OUTLET IN EACH RESIDENT UNIT. -SMOKE DETECTORS IN SLEEPING ROOMS WILL BE RESIDENT UNIT SHALL BE LIMITED TO NOT MORE THAN (A)A RCF MUST HAVE A SECURED JANITOR CLOSET FOR OTHER SAFETY DEVICE MUST BE PROVIDED TO ENSURE (H) STORAGE IN THE FOOD PREPARATION AREA FOR MONITORED BY ON SITE STAFF. TWO RESIDENTS. STORING SUPPLIES AND EQUIPMENT, WITH A FLOOR OR STAFF CONTROL. GARBAGE MUST BE ENCLOSED AND SEPARATE FROM REVIEWED BY: -OFF SITE MONITORING SERVICE IS PROVIDED. SERVICE SINK. FOOD STORAGE. -A"POSITIVE ALARM SEQUENCE"SYSTEM IS NOT PERMITTED (A) RESIDENT UNITS MUST HAVE A LOCKABLE DOOR (7)SUPPORT SERVICE AREAS. IN THIS FACILITY WITH LEVER TYPE HANDLES, EFFECTIVE 01/15/2017.THIS (B)THE WALL BASE SHALL BE CONTINUOUS AND COVED (A)MEDICATION STORAGE.A RCF MUST HAVE A LOCKED (I)STORAGE FOR A MOP AND OTHER CLEANING TOOLS APPLIES TO ALL EXISTING AND NEW CONSTRUCTION. WITH THE FLOOR,TIGHTLY SEALED TO THE WALL,AND AND SEPARATE CLOSED STORAGE AREA FOR AND SUPPLIES USED FOR DIETARY AREAS MUST BE SHEET ALARM CONSEQUENCES: CONSTRUCTED WITHOUT VOIDS THAT CAN HARBOR MEDICATIONS, SUPPORTIVE OF THE DISTRIBUTION SEPARATE FROM THOSE USED IN TOILET ROOMS, -CROSS CORRIDOR DOORS AT FIRE BARRIERS AND SMOKE (B) FOR BEDROOM UNITS,THE DOOR MUST OPEN TO AN INSECTS OR MOISTURE. SYSTEM UTILIZED INCLUDING: RESIDENT ROOMS,AND OTHER SUPPORT AREAS. IN BARRIERS WILL CLOSE. INDOOR,TEMPERATURE CONTROLLED COMMON-USE RESIDENTIAL CARE FACILITIES WITH A CAPACITY OF 17 -DELAYED EGRESS LOCKS WILL RELEASE. AREA OR COMMON CORRIDOR. RESIDENTS MAY NOT (C) LAUNDRY FACILITIES. LAUNDRY FACILITIES MAY BE (A)A METHOD FOR REFRIGERATION OF PERISHABLE OR MORE,A SEPARATE JANITOR CLOSET OR ALCOVE ENTER A ROOM THROUGH ANOTHER RESIDENTS LOCATED TO ALLOW FOR BOTH RESIDENT AND STAFF MEDICATIONS THAT PROVIDES FOR LOCKED SEPARATION MUST BE PROVIDED WITH A FLOOR OR SERVICE SINK FLS • O BEDROOM. • USE,WHEN A TIME SCHEDULE FOR RESIDENT-USE IS FROM STORED FOOD ITEMS; AND STORAGE FOR CLEANING TOOLS AND SUPPLIES. PROVIDED AND EQUIPMENT IS OF RESIDENTIAL TYPE. (C) RESIDENT UNITS MUST INCLUDE A MINIMUM OF 80 WHEN THE PRIMARY LAUNDRY IS NOT IN THE BUILDING (B)MEDICATIONS MUST BE STORED IN AN AREA THAT IS (J)STORAGE MUST BE AVAILABLE FOR COOKBOOKS, SQUARE FEET PER RESIDENT, EXCLUSIVE OF CLOSETS, OR SUITABLE FOR RESIDENT-USE,A RCF MUST PROVIDE SEPARATE FROM ANY POISONS, HAZARDOUS MATERIAL, DIET PLANNING INFORMATION,AND RECORDS. VESTIBULES,AND BATHROOM FACILITIES AND ALLOW SEPARATE RESIDENT-USE LAUNDRY FACILITIES. OR TOXIC SUBSTANCE;AND FORA MINIMUM OF THREE FEET BETWEEN BEDS; AI AS.0 ........... _ 246-1 yr ,.• 2.ti z�?l...y.....-.. 12'-5" u 5-4' L 5'-8 112" - 16'-2" 14'-11 112" 13-6 1/2" 13'-7 112" 12'-11" t, 15'-9 112" 2'4 112" 17-11" ,'-4 1/2' 5'-7 1/2" 7-4 1/2" 2'-10' 12'-11" 13'-7112 28'x" 16'-2" 5'8 112" 16'x" 1'-6" €;i' ": '""'' , ' \ (7)41130 / ::::-..7..:::+7.7i;;:k: eP r % / .r �� I % r / % % / / 3 ii: iii •sai�ii%rv''E"'!! �!/"'�' :; ;j ;v,l.•I,,Tip, , .t,,,.,...,,.. ,...._ . 2 ma-::.--::a 41 4 _ ___ ACC S IBLE �':'�,, .�u ►loil ► sir m / AlA1.0 i5 4100 (DO ® � _=_s =_= t�.r� \ 11 O n / DESIGN ; �^r°`4I �� ` EGRES A REI1n N �C) . mortri. I• no ��'E��3 " � �� /�// �►� �� !!V.::.'.:::7;::'.:.:.:::7:=;:;.;,,, ) ............................................... . r IMO 7110 - 152 . ,x. ED"0� 1/2 BATH °Pr �� 4- 14 ! IOwL!dITjal.6 , A CESSIBLE/ lQF. • OM 7 C BEDROM �� , 1.,"-4'• 4 ', o 'OCG0GROSr.. .. .. � iell -- • � /,aDI� �r` ' ,E�77 a_- 919 N.E. 19#h AVe. 5ui#@ 155 „ • _,� 161 S.F. - ■■ , . , ..... ...... a1[�Or/ ��,I �� /� �1 � 181 S.F. D II DC• w LOAD'120 GRO55 I �//7 `" . r , 4' { ► Portland Oregon 97232 1286 1368 r ..' .::.::::: .:::::......::..:::' '' a 1 r �rI i� .111 • OCC.LOAD:12n G-•SS +OC►.LOAD',120 GROSS �!'.l' .. •r J' / .� ♦ 2 OCC. )4: (2 OCC.) 18 %I M �L /�i� ti�� n n n n O (2 OCC.) i ■ J, ' •. ...... ....... ----•1 �'�+�. r/ �r'r - -_ -- - ■ •' /4, ,_ ��.� L_a�' x I . / 152 503-265-8461 I I / -.1111,,,=0;h,,,„„ - ® 2 , _•� , •,7" �r�• D •OM1' .\ - rLL�� Alt 'SJ ►.'.'.' _.y . Ir 1 `.�. , . �i® LII% desi n e rdesi n.com + 1 • - 41:...--..... --..-.-. ..-...-.:.!.. .. v1' �. + ;.. • „T 1 �' : ;':4:' +.. I�� ' • H ' '� 'SSB - _ I ■ I ■ MI ,♦ 9 : ...:. :....' :.','. . :': N. ; _ ` 1 www.eprdesign,com • • c, 104 A s .. -,,, EF. yr+` .� ., e f� �� ' / O A6.O N 0 A �r /�-.0 ,2'CLG , 1. OoIf7l9:: ,�. ' • , BOOK SHELVES : GROUP A3 112 BATH ,112 BATH•O ■ ® 53 12 • 1/2 BATH :ATH•II ; f7 : m 1 #- i _ __ _ '/ PAN Y - ` ', _ , ii OUTDOOR .. -. .. ... 11.i1.i --� S�- ---- r .�.. 1 , - -- -- - � - •cc_u c er eII '.�.r. SN11( -.! Na E ----' - 9 �.� -1 • 1 _R:,SIDEVT ��- _ ,pry+-, �,i �' / 150' _�' S EP!rN _ I !.: ........ '' : I -•r Ab ' C `%, �.� ART. OTE:- CCESSIBLE rro s' " Ip _ O s C O s LIVING ACG�SStRCE_ ?. I DiJGe RK PE ETRAYIIG _� ■ i A „ „ „ -. -- 1 n Ip t� R"DROM n 14!3x2,!4 FGRE S6'.'.'.' ��n�ii rr RE v G+�RATE a ASSEirM�LIE ST ��, a CT WORK P E TING FIRE EGRESS "' '' °, /�1Q! • BIDROa ' i . .. . } NURSE REsls cERArEn ssEMBLlESMUsr .,I� •. PLY,VV/ SEC.�t7,k.:.9 _ �' 5wuzi iro n[� Y1710XtT15 r c� 303 S.F. x ) •��'J ' j ,08 COM Y Wf OSS SEG.717 TYP. / 1` A r(�`'1 7 F *- 124A /�.' GRClUpA2'.' FSRKFOflFS.'........ � . d, 131sx717 .' ��. G� 3 5. . ■■,I r _-�,-1 �� . y, i,I� 137 S.F, 1'.., � S OCC.LOAD: © �J ,• OCCURANCY.. &TORIGE' • ' {� r 95 S.F. ® J ��.. S • ' F(Alb : : • �i��1 � - Y �� 1 L © 153A OC. LOAD: ° I mai- 120 GROSS ®`, i12 BA , r' ��® � •� .. .'+..L... .". - I I '.i..�. �, rrY.t�� -- -- - - -- - -- -- - -- -- - - - rS-�11 - HAND / �/ -' iB • ®� 12 BATH .� 1 +1 u cA NG �- ,Gcc. RES ►ENT :: " , /+i� I . I�� i , I �; \ 1, /WO 1°P 1 i 20 oss V FF9 ( ) �JI� -1 ( 2 .. .. .. i �rlLf LL 1 - - AS 'I,-� �� 0 OG , it REST ENT BED OOM O e O '� I /`►a►J L_�J �- l 0 w HA - moi/ .', m 7 BED:00M 58949PE '1 O :44)41: 13Apc,D/6 ::- . � -/�.. .. *.... .. r -► ,- r 4� - -- Op1O �� - - � �� J r 157 S.F. i J J�4� ...' �I� 1 �� © � erl: l,! �T� 157 S.F. 41:41 - �i �r �� n s /�j - w�r�' OCG,LOAD: ... .. - \ - Ids . �� occ.LOAD 1 i�© J p�E�O I' .. /14A-, Is■ _.� m120 GROSS ,� �r' r • ■ 1• ■ ■ • • '�r FIRE 11 ® CIO 41114120 GROSS I-7--, / 9 - t//.OREGON _. ..•s, ��v (1 OCC.) --_ . . ///// ' . -n r. 1 ��4e / RISERO (1 OCC.) / a !Qtf■if1� . >°I _ r► //1 // • _ / �. ROOM !' 5� ! I C r rJ, `C/41:1> . :.7 Ai 128 7!1 6R +$ A7 e, 7 7 I I :I �: 1" __ - , //// „ lair 4 ® / v2 BATH ` I 1�4 I +� y,4pn 37 S.F O .��, v 9 . i'•f-a I + _ \/ O1• 7 S.F. rLJ-ESIDEN �`, ® cla6P I �' ' - �� 1". V I /A_ **. :i+ I 101r 11D r ® - RESIDENT 0 BI_• a►M .:. :; I ' . � ► a 101 lig ' __ _ 7 - �� _ 1+0 117 1126ATH r9,4I � `w"4 .1"50 '4) RENTESIDENa' ADMIN. t t�I��-7�ar. � �J� REIC) RESIpENTRESIDENT �¢ ®� l� EXP. DATE: 063OIg 120A BE • (© EDR•• �• 9a s F. lsrmcsl6 / , �� BED' M ' a� OOM C40 RI 1 oF' 11I0,1:H1435.F. I - �i12 BATFI 10I13!6x1310I11�k , G © • , a,1 I •42 S.F, 12A . �I114 ,F, �I� I�� 1 S.F. 1r , •I ® ` + 13 DC.LOGROSS �'1OCLOAD: 20 GRDSS �"i I� Dt20 GROSSirldfr, � ■. (z 1 I • 11411,111r. , .©d Sz occ.y ,.c.) 4. cc.) I112 BATH i►II /1 - �.Ile- • \ 112 BATH `®r a 12081178 1178ID 0 �, '�A'� A �J- ��Y ��, , I1L r! T r. . .� ►ya) (14281 (1436) 1436 1468 IC1--,- , / X23 ►- -- �� 1� ,� , 149 •�R SID' T " ' I »;7v��0 $ _ a. 1 1 P F A _ _ �:' ii `r1► cA s `�� •'h;` _ 9 r .1� L♦ T L� _1 RE ■ENT - 9 GROUP A3 - ANITOR ��' 155.F. D' :MI iiiho. #�� 11M111.1-.711r. I►�i �� ► OGCUPANCY ■ �� rlwi. op 25 S.F. B X011 M _ T �;.�� Ar �� 0,-.).-� .. 1 � rT��lr■ �irl�a �r�l iIl�r►...I�I, ri �_ D O Yid r :'�I/ , ` �� ■ �/• /.(, MIA �� • �'i 1• 'teaIS ? BEDROpM 11!6x,4!0 �/ 41737 S.F. 7:2 �,� ' r LEAN6_xr. ��. `/�► ofCW7 A 114 . ir,./74r.r. h r I� ■ , /� • r , 140 ' L7 :r^ ��' �� I '� 184 S.F. r w • OCC.LOAD: C -• COMMOM . `f ¢ S . /�-` ,i091,":41 �1 r. A% a COMMOM ' comma.," 3." GLEAN = , ® LIN [i •WER - /row ' _ '/.-.� / � :5�� , I SALO `� 1 ¢ R,. L '■. EN ill BATH DCC.LO_r �i120 TOSS + I! SHO + ' +I'• �, -;i •WER SHOins `i. GR9 .A2 -- __ __ _ �1+ erek I,.- 46 I 4,_ p Ii •.� 120 GRaSS •U (1 C.) ` �� M /� - 111>- ® Q '` oII ! OCCIIPQNCY+�I .q ►1 �' - /�c r. ..17 F r r_ •� 1 _ �� `� :H ' PVT% RO ® R [ :',} a C3��. (1 OC■.) �I'®, a •- I® 1 ; r . • l_ /j_ �/'�J» �- (�J{//`� ^� +aA/_6 9i / �� 1kwil .J . '' •.i.:�l►''•`]: I �1 �� a' �� . al.�;� _ F - _ __ i - - /etj ► s '✓ TIO ♦ • .Iw�I�� r -- �► _ ---- _ _ _ _ _ _ �- �r..�.G. ■- �i • O - _rr _ �� - - - - - - - - � � - I ' ��+)�� d �� , GRc PA3 11014,040,.. II ' �.Ii�• -- -- �:. S �� i �31� I' '111)..-,1:01,,,":/... ' ' . Wq'K• N'•FIR 14 • / / ' 4'� ��, , `O © .IIVAr 4�' � �O _.+STANC 'DAS'y� ESMii, • I / �0 � 1 O 1�� • L� • /f/�f� ��/ I� 41 �}�■� �� COMPLY �D$ �SRA.I 71 TYP 100 I NOTE' �� /11111:? 4.:♦. 4r* 1 r �� ■ .��, .'■ " ♦ • a' ■ �1 .4...O • `♦ �,�_' --' 4110. ��•��,I.t��/ • ` i _ i R �� ' ,rte■■1 WOR PNET-• NG' - �� i !/�r �� •��' . O iw�.,� }+ L r �' r/ I, r r ' •'� yr " Q O ■"r I v ICE' TEDAS.EM: I. rss,1 •` � • 1 ♦ r s a ■ SAV130 I ; 112 BATH = / s� / - A� �i ��.� a' ' ; L / '�' . .�� v2 BATH 156 I1� -VRESIDEN ®, HAND A,. "`? `- ' ,� '" - .,•HAND., _ 156 -ESIDENT BC-E�R80M Il; a WASH A'10 i -- �' 138 --- -T .�A � ; / 16'�' I � 163�_ �:1 s` ie1 WASH ' $ e e M N N L.L Q�N 7 _ ®- . / - j III . . "■■'� ►�� 19' NG , I� . . ` 1111111r _ �' �'O 7010x11 r..a �! I 36 �� 5 12 BATF{ 112 BATip) !2 BATH I .�O /' � 112 BAT 1 ® ®. ' - --r IDlDx11f6 O (�) 137 S.F. • C7 135 ,` Al. �,■,� - MIV EIV'1��Y - ( • • 2 BATH 112 BAT�, . SO L6E0 1 61 t, 137 S.F. >111 mmmm illkSOILED 9 �• .. 9 AU CD.LOA■ )CC.LO'■: ■ r O la •- ■ ,.(NG 1 UNLO'a NG) r D 4 LAUNDRY -- !�� a wi nr ©� )..-L-...\ O J NEN /❑ `V • 20 GRO o INE• r I___ - a ' f LAUNDRY 1;!0 CROS" !*. I 0. , u I I► •1- ACCESSIBLE / I. I 12 D ■ CC.) w • 1 • •' i l ACCESSIBLE ' ® " O �J ��® 13 4i �1 EGRss EGRESS gragi� 164 1 13 ®� = ()co / ® 1 ,3 � ` ' - r3sB �� tD 2 2 4 16ar j tD a� B ICI10 I/ Ir moist W. - L1, r , -- �J R. t" - ' ■ENT RE. ► O .•VERED covER. . O s- ■EAT 11 RES ■ r,_ ►- T .._JI I `-' 1 w _,�o _ O . .DDR,'• -off', 25 m .OU1■aOR Uyr ■ O ® r� �. :ED-00M I ( BEDROOM BE 200 I AR.. ' -EA I -EOR• M BED"O► II BEDR-,O� J Y�_ ® 1/jWO }r N • ®-- 11ttll: I 1716x'0!0 - ,I,' 1 1:x111fi � � , 1116. 1.3 ii :Awn / ` 11,3x�7l6 •- ' / � n n /� 3,"x,s 15 �F. .S.F. 5' x 3 13rSr , F, :•r �.� -' �V " R=SID:4; T ',AS COMMOM / COMMOM R 2�IDEA IT " �n 134'' fiHOWER iIR'� OCG.La 1►' ►ICC.LOAD: '� • LO : O �, ` NLN.15'GLR,MT.BELOW O /Q OCC.L - 1658N OCC.LO : L g9� .LOAD: 163` -e L SHOWER160FAMiv/ '�'SU BDRO 11 + �u 120 "OSS ®- 9 20 GROSS 11 120 'OSS 1-f OWES?POINT OF ARGP , 120 OSS �/ 120 GRDS 12D a-OSS (♦� 'ire' J DRQ• �f 10 m• �. ■ RM 1 ICC.) (1 0CC.) f (1 0C• D O L ❑q OCC.) 1 (7 I OCC. (1 OC. \� RM. �� r r x L �� I f-7 /y IT ' �'J1 �_n '#`1 Q 1375_F_ f�Kil'��;I �■ ©' _ _-__ _ _ Li� ` / \'.� - - _ �•,-, .�^!` - - - - - -- .e1'- '_■� © !■ 13�7SF .9''c bs -` v, DCC.LOAp: �w r ARCH - ARCH N ARCH ARCM ODC.LOAD: �a 112 BA I I ^' n - 13 112 BATH f�/ O 120 GROSS I®/ me =,,_ a -• _ !• �y ___- ram �yy=x ==r_t=s .._..-_./ �� J9A = `� 120 GROSS p 1 • n, L.� {1 DCC = tt= =y+ _ _ V/ 1 O �'112 BAT , _'_= nim --_- _-- 112 BATH �I mini/ ®' i u i a ,�� C) li 41 I ; : .4; _ ,..= _ • - - ... , l . or _ 1:7 CD . on 2 rraiir fjp el 1132A ® • 3 pr� II i ." �� 40 ®� ;' 158A ',�i1,,. ,... __ __.,...,,.. N 112 BATH g ( SMOKE AREA 2 TOTAL AREA: ,5,064 '-.F. �� c'MOKE AREA 3 TOTAL AREA: 5,064 ,F. X159 1f2 BATH �- a' ® : IDENT ; a: - . s DENT IWi: MAX. OCCUPANT LOAD - 120 S.F. P R OCC. SMOKE AREA 1 TOTALAREA: 5,031 S.F. MAX OCCUPANT LOAD - 120 S.F. P R CICO. `, 1_LL RES aE -- a-. ,- REBID `'., 5 `H mOOM nccsslaCE I B- -OOMBED 4 M ■ ACCESSIBLE BED'•• //¢ EGRES I �1 FOR TOTAL OF 42 OCCUPANTS 2 MAX.. OCCUPANT LOAD = 225 OCCUPANTS FOR TOTAL OF 42 GCCUPANTS - „ " '-L ¢ GRESS 4) - 1 1 4 1 a� 1318x '.0 Y 1 " 1310 i.Ox X14 p ( - `~1 „ , co 163ar. O►-1 ' i F. I I OCC.L _J' OG .LOAD: I M+ b �' DCC.LOAD: 1 •',�-_�_ 0 ,La AD: I 120GR05 I, 120 RO ; ;, T •aGRDS5 �I 20GRe5S 't (1 OCC.) ��4 �� (1 ) ( •CJ.) z7 �' �1 (ice+•) 1 I �1 TOTAL GROLIND LEVEL® jh. . ...___________- MAX. OCCUPANT LOQ. 309 OCC. " „ • These plans and the designs herein are copyrighted under Federal Law by: 1'-4112" 1•-4 112" / /2'-6- EPR DESIGN, LLC. 1$ e4-T / 7-0" /, 4'-7 117" 5'-9' 1•: 4'-6" �; 10'-0" •. 3'-6" + 10-0' • 17-6 IQ1C*-0" /2'•6"•r 9'-9' ,, 17-5" 4'-6" I,• 22'-0" , 4'-6" / 17'-6' / 9'-9" ••2'-6", 10'-0' 13'-6,12" / 10'-0- / 3'-6" 10'-0" 4'-' •, 5'-9- / 4'-7 112" I r 7-0' 4.- / / 1'-6" 246'-1 1/2" . FIRE I L I F E CAD GROUND LEVEL FIRE & LIFE SAFETY PLAN AiillIIII 11111111k. SAFETY PLANS 41r-r �, SCALE: 1/8" = 1'-0" GROUND LEVEL RESIDENT BEDS 42 NORTH GROUND LEVEL AREA 15,615 S.F. . \C27) �; REV. NO. DATE: GROUP R3 '•`.�,� ` IMSA/ 1 LEGEND: FIRE RATED ASSEMBLIES: KEYNOTES: AoccuPANcr _�/�� 1 4.27,17 200N ®45 " 11111.r. i " PROVIDE COMBINATION EXIT ILLUMINATION&EXIT SIGN WITH BATTERY e'CEILING ,rd SEE DOOR SCHEDULE ® 1-HR.ROOF CEILING ASSEMBLY,TYP. O BACKUP.(MIN.1 FOOT CANDLE) 690 S.'"`�''iNERS 111 ® (ENTIRE ROOF CEILING ASSEMBLY) SEE ELECTRICAL DRAWINGS B .'1 AI"!1 ID SEE WINDOW SCHEDULE A5.1$.1 7 �� O PROVIDE EXTERIOR EMERGENCY EGRESS LIGHT FIXTURE WITH BATTERY A6.0 ® D 37 S.F. F1 E 201 1 A� 1 m "p FIRE EXTINGUISHER(2A4OBC) 1-HR.INTERIOR WALLS,TYP. BACKUP(�ALL EXITS. BATH I 1 A' 1 (ALL INTERIOR WALLS) 4 C D -- :UNH'- ar� 7 BUILDING EGRESS ® [ 5 ] PROVIDE ADA COMPLIANT HANDRAIL.BLOCK STUD WALL CAVITIES© C/1 f� `/ HANDRAIL MOUNTING LOCATIONS Ci) N , S.F. " EXIT ILLUMINATION 1 EXIT SIGN(SEE KEYNOTE 1) ® ----- 1 �Wr I ® SHADED QUADRANT INDICATES SIDE Wf"EXIT`NOTATION ifilk 1-HR.EXTERIOR WALLS,TYP 4 PROVIDE LOCKABLE STORAGE SPACE(CABINET!SAFE)IN ALL RESIDENTFmn M I� 'i 0. ® (ALL EXTERIOR WALLS) �J I J ATTIC .C ES^ /�p� dith 915w a+a+. O INSTALL MIN.36"1 MAX 48"HIGH ADJUSTABLE ROD IN WARDROBES& 1 HOUR SMOKE&FIRE PARTITIONS2 - - \- 'SMOKE PARTITIONS(SEC.710) ® 2-HR.FLOOR/CEILING ASSEMBLY CLOSETS.MIN.WARDROBE/CLOSET DIMENSIONS:4'WIDE X 2'DEEP X 8'TALL • 4:; • -WALLS SEPARATING SLEEPING UNITS FROM CORRIDORS. 1' {a 2ND STORY FLOOR/CEILING ASSEMBLY) f 1I �; -- 4i?'�� § *FIRE PARTITIONS(SEC.708) © LOCKABLE MEDICINE CABINET&REFRIGERATOR. LW • RANGE 1 -WALLS SEPARATING SLEEPING UNITS FROM OTHER SLEEPING UNITS MICRO/or . -WALLS SEPARATING SLEEPING UNITS FROM OTHER USES. l� 1-HR FLOOR/CEILING ASSEMBLY 1/CRAWL SPACE,TYP. O TYP.EGRESS WINDOW SPECS: -WALLS SEPARATING OTHER USES FROM CORRIDORS (1-HR.RATING OMITTED-SEE DETAIL) MAX HEIGHT OF SILL=38"A.F.F. ELI' 1 -20 MIN.RATED DOORS(NOT REQ'D.FOR SMOKE PART.) ® (©ENTIRE CRAWL SPACE FLOOR 1 CEILING ASSEMBLY) MIN.CLEAR EGRESS AREA=5.7 SF } ` ak MIN.CLEAR OPENING HEIGHT=22" 1 HOUR SMOKE BARRIER W/20 MIN.DOORS(SEC.709). MIN.CLEAR OPENING WIDTH=20" DATE. 9'-6 112" L 6'-0" 24'-7 1f2" IMP (SMOKE BARRIER WALLS TO TERMINATE A CEILING) HARDWARE OPERATING HEIGHT=48"A.F.F. 11/30/1 5 • '+ / EXTEND DOWN INTO CRAWL SPACE TO 16"x8"CONTINUOUS CONCRETE STRIP FOOTINGS OR GONG.STEM WALL. CURB-LESS,ROLL-IN ADA SHOWER W/GRAB BARS.PROVIDE HAND-HELD 1-HOUR FIRE BARRIER WALLS{d STAIR ENCLOSURE O SHOWERHEAD&CLEANABLE SHOWER CURTAIN. DRAWN BY: irk mmocuinsA TOTAL 2ND LEVEL ' ' OCCUP T LOAD: 4 OCC.---) VagY ® MANUALLY OPERATED CALL SYSTEM BUTTON ® (NURSE CALL) REVIEWED BY: 2-HOUR FLOOR/CEILING ASSEMBLY©OCCUPANCY SEPARATION 1 a� PROVIDE WASHING LAUNDRY MACHINE TO MEET MIN. 140 DEGREE BETWEEN FLOORS,TYP. FAHRENHEIT RINSE TEMPERATURE. BN 2ND LE L FARE & LIF AFE PLAN alillillh,. / 11 SO�UTRNSVIDE OCHEMICALSANDEQI)1PMEN7 CKABLE STORAGE CABINET RLAUNDRYCLEANING SHEET EMERGENCY LIGHTING WI BATTERY BACKUP PROVIDED FORA LIGHTING FLS.1 CALF: 1/ r = 1' MEASUREMENT OF 1 FOOT CANDLE MEASURED @ THE FLOOR. 1`Z' PROVIDE CLOSED CONTAINERS FOR SOILED LINEN STORAGE. NORTH (MIN.44"CLR.FLOOR SPACE),TYR 2N EVEL SIDENT BEDS'0(NO RESIDENTS RECEIVING CARE SHA OCCUPY THIS F OR) 2ND L E REA:712 S.F. 3 FLUSHING RIM CLINICAL SINK W!HANDHELD RINSING DEVICE. EGRESS COMMON PATH 14 SANITATIION AREA OFUTDOOR AREA IGARN W/AGE CANS,LAUNDRY HOT&COLD WATER OCARTS,&FOOD CARTSE BIBS FOR S.R FLS . 1 1 S PROVIDE A FREE STANDING STORAGE SHELF FOR TOILETRIES&PERSONAL ITEMS. 0 ............... ............................................ . ............... ............................................ ADMINISTRATIVE RULES FOR ALZHEIMER CARENIT U S OAR 411 -057-0170 PHYSICAL DESIGN, ENVIRONMENT AND SAFETY (A)THE SPACE MUST BE A MINIMUM OF 600 SQUAREUA RE INTENTFEET OR 15 SQUARE FEET PER RESIDENT WHICH EVER (1)IT IS THEOF THESE RULESTHAT THE PHYSICAL ENVIRONMENT AND DESIGN SUPPORT THE IS GREATER AND IS EXCLUSIVE OF NORMAL WALKWAYS — DESIGN > ` < > AP NEEDS OF INDIVIDUALS WHO ARE COGNITIVELY AND LANDSCAPING.THE SPACE MUST HAVE A MINIMUM IMPAIRED.THE PHYSICAL ENVIRONMENT SHOULD DIMENSION OF 15 FEET IN ANY DIRECTION;N r MAXIMIZE FUNCTIONAL ABILITIESACCOMMODATE MM DATE BEHAVIOR THAT IS RELATED TO DEMENTIA PROMOTE (B) FENCES SURROUNDINGUNDING THE PERIMETER OF THE SAFETY ENHANCE PERSONAL DIGNITY AND ENCOURAGE OUTDOOR RECREATION AREA MUST BEN LESS THAN INDEPENDENCE. SIX FEETIN HEIGHT,HT CONSTRUCTED TO REDUCECE THE RISK OF RESIDENT ELOPEMENT,AND MAINTAINED IN 919 N.E. 19th Ave. Suite 155 (2)BUILDING CODES. EACH MEMORY CARE COMMUNITY FUNCTIONAL CONDITION; MUST MEET THE FOLLOWING BUILDING CODES: Portland, Oregon 97232 (C)WALKWAYS MUST MEET THE ACCESSIBILITY 503-265-8461 (A) NEWLY ENDORSED MEMORY CARE COMMUNITIES REQUIREMENTS OF THE OREGON STRUCTURALdesign@eprdesign.com • MUST COMPLY WITH THE OREGON STRUCTURAL SPECIALTY CODE.WALKWAY SURFACES MUST BE A SPECIALTY CODE(OSSC) SR-2 OCCUPANCY MEDIUM TO DARK REFLECTANCE VALUE TO PREVENT www.eprdesign.com CLASSIFICATION. IF ENDORSED PRIOR TO THE SR-2 GLARE FROM REFLECTED SUNLIGHT; REQUIREMENT,THE FACILITY MUST COMPLY WITH THE BUILDING CODE IN PLACE AT THE TIME OF ORIGINAL (D)OUTDOOR FURNITURE MUST BE SUFFICIENT WEIGHT, ENDORSEMENT. STABILITY, DESIGN,AND BE MAINTAINED TO PREVENT -4_, , RESIDENT INJURY OR AID IN ELOPEMENT;AND A)-- (B)MEMORY CARE COMMUNITIES MUST BE LOCATED ON k,k -• , '--,10. THE GROUND LEVEL OF THE BUILDING TO ENSURE (E)DOORS TO THE OUTDOOR RECREATION AREA MAY BE 'v c ACCESS TO OUTDOOR SPACE AND SAFE EVACUATION. LOCKED DURING NIGHTTIME HOURS OR DURING SEVERE WEATHER PER FACILITY POLICY. `" (3)LIGHTING. OREGON (A)RESEARCH CONDUCTED IN REGARDS TO LIGHTING (6)COMMON AREAS.COMMON AREAS MUST INCLUDE ( ?°, lc ,w.^' INTENSITIES HAS SHOWN AN IMPACT ON INDIVIDUALS THE FOLLOWING REQUIREMENTS: WITH DEMENTIA. LIGHTING THROUGHOUT THE DAY OR NIGHT MAY HAVE AN IMPACT ON AN INDIVIDUAL'S (A)FREEDOM OF MOVEMENT FOR THE RESIDENTS TO FUNCTIONAL ABILITIES,AS WELL AS IN MOOD AND COMMON AREAS AND TO THE RESIDENT'S PERSONAL IrXP.DATE: 06-3.0-1 BEHAVIOR. FOR COMMUNITIES THAT ARE IN SPACES; DEVELOPMENT OR REMODELING TO NEW STANDARDS, THE DIVISION ENCOURAGES FACILITIES TO REVIEW AND (B)A MULTIPURPOSE ROOM FOR DINING,GROUP AND IMPLEMENT THE RECOMMENDED PRACTICE FOR INDIVIDUAL ACTIVITIES,AND FAMILY VISITS THAT LIGHTING AND VISUAL ENVIRONMENT FOR SENIOR COMPLIES WITH THE FACILITY LICENSING LIVING AS OUTLINED IN THE ANSI/IESNA RP-28-07. REQUIREMENTS FOR COMMON SPACE; (B)THE FOLLOWING LIGHTING REQUIREMENTS MUST BE (C)COMFORTABLE SEATING; MET.THESE REQUIREMENTS APPLY TO NEWLY (D)SAFE CORRIDORS AND PASSAGEWAYS THROUGH -> ENDORSED, CONSTRUCTED, OR REMODELED THE COMMON AREAS THAT ARE FREE OF OBJECTS THAT .— COMMUNITIES WHICH HAVE CONSTRUCTION MAY CAUSE FALLS;AND DOCUMENTS APPROVED ON OR AFTER NOVEMBER 1, U 2010. (E)WINDOWS OR SKYLIGHTS THAT ARE AT LEAST AS (tS - LARGE AS 12 PERCENT OF THE SQUARE FOOTAGE OF (A)LIGHT FIXTURES MUST BE DESIGNED TO MINIMIZE THE COMMON AREA. DIRECT GLARE(FOR EXAMPLE: INDIRECT OR DIFFUSED > --' LIGHTING). BARE LIGHT BULBS OR TUBES ARE NOT (7)A PUBLIC ADDRESS OR INTERCOM SYSTEM IS NOT L.. a) ALLOWED; REQUIRED, HOWEVER IF ONE EXISTS IT MUST BE USEDa) WITHIN THE MEMORY CARE COMMUNITY ONLY FOR > CV .co E (B)LIGHTING FIXTURES AND CIRCUITRY MUST CONFORM EMERGENCIES. 0 CO CJ LL tU TO LIGHTING INTENSITIES SHOWN IN TABLE 2; �,,, L (8)RESIDENT ROOMS. i = L 0 (C)WINDOWS AND SKYLIGHTS MUST BE UTILIZED TO (A)RESIDENTS MAY NOT BE LOCKED OUT OF OR INSIDE O CO C CO 13 MINIMIZE THE NEED FOR ARTIFICIAL LIGHT AND TO OF THEIR ROOMS AT ANY TIME. -f'' • 0 c ALLOW RESIDENTS TO EXPERIENCE THE NATURAL i DAYLIGHT CYCLE;AND (B) RESIDENTS MUST BE ENCOURAGED TO DECORATE CO AND FURNISH THEIR ROOMS WITH PERSONAL ITEMS CV _ N (D)ALL WINDOWS MUST HAVE COVERINGS WHICH AND FURNISHINGS BASED ON THE RESIDENT'S NEEDS, n CO C/) DIFFUSE DAYLIGHT AND MINIMIZE GLARE WITHOUT PREFERENCES,AND APPROPRIATENESS. pz BLOCKING ALL LIGHT DURING THE DAY. IN ADDITION, C) BEDROOM WINDOW COVERINGS MUST PROVIDE (C)THE MEMORY CARE COMMUNITY MUST INDIVIDUALLY in , c L PRIVACY AND BLOCK LIGHT FROM STREET LIGHTS OR IDENTIFY RESIDENTS'ROOMS TO ASSIST RESIDENTS IN CD ( O PARKING LOT LIGHTS FROM ENTERING THE BEDROOM AT RECOGNIZING THEIR ROOM. Z 0 - E NIGHT. (9)EXIT DOORS. • r FINN 13 a) - (4) SURFACE FINISHES.THE FOLLOWING REQUIREMENTS (A)LOCKING DEVICES USED ON EXIT DOORS,AS ' m G FOR SURFACE FINISHES MUST BE MET.THESE APPROVED BY THE BUILDING CODES AGENCYAND FIRE REQUIREMENTS APPLY TO NEWLY ENDORSED, MARSHAL HAVING JURISDICTION OVER THE MEMORY N _ CONSTRUCTED, OR REMODELED COMMUNITIES WHICH CARE COMMUNITY MUST BE ELECTRONIC AND RELEASE W Cr HAVE CONSTRUCTION DOCUMENTS APPROVED ON OR WHEN THE FOLLOWING OCCURS: _ AFTER NOVEMBER 1, 2010. (A) UPON ACTIVATION OF THE FIRE ALARM OR CO (A)WALLS, FLOORS, CEILINGS,AND WOODWORK MUST SPRINKLER SYSTEM; I BE FINISHED TO MINIMIZE REFLECTED GLARE AND MUST HAVE A LOW SHEEN OR MATTE FINISH; (B) POWER FAILURE TO THE FACILITY;OR (B)THERE MUST BE HIGH VISUAL SURFACE CONTRASTS (C)BY ACTIVATING A KEY BUTTON OR KEY PAD LOCATED TO ASSIST RESIDENTS WITH LIMITED VISUAL ACUITY TO AT EXITS FOR ROUTINE USE BY STAFF FOR SERVICE. DISTINGUISH BETWEEN FLOOR AND WALL, BETWEEN WALL AND DOOR,AND BETWEEN FLOOR AND OTHER (B) IF THE MEMORY CARE COMMUNITY USES KEYPADS These plans and the designs herein are OBJECTS(E.G.TOILET); TO LOCK AND UNLOCK EXITS,THEN DIRECTIONS FOR copyrighted under Federal Law by: THE KEYPAD CODE AND THEIR OPERATION MUST BE EPR DESIGN, LLC. (C)PAINTAND OTHER FINISHES USED ON THE CEILING POSTED ON THE OUTSIDE OF THE DOOR TO ALLOW MUST HAVE A LIGHT REFLECTANCE VALUE OF 80 ACCESS TO THE UNIT. HOWEVER, IF ALL OF THE FIRE I LIFE PERCENT OR HIGHER;AND COMMUNITY IS ENDORSED,THEN DIRECTIONS FOR THE OPERATION OF THE LOCKS NEED NOT BE POSTED ON D)PAINTAND OTHER FINISHES USED ON WALLS ABOVE THE OUTSIDE OF THE DOOR. SAFETY PLAN 36 INCHES FROM THE FLOOR MUST HAVE A LIGHT REFLECTANCE VALUE OF 60 PERCENT OR HIGHER. (C) MEMORY CARE COMMUNITIES MAY NOT HAVE E N E RAL ENTRANCE AND EXIT DOORS THAT ARE CLOSED WITH (5)SECURE OUTDOOR RECREATION AREA.THE MEMORY NON-ELECTRONIC KEYED LOCKS.A DOOR WITH A KEYED CARE COMMUNITY MUST COMPLY WITH FACILITY LOCK MAY NOT BE PLACED BETWEEN A RESIDENT AND NOTES LICENSING REQUIREMENTS FOR OUTDOOR RECREATION THE EXIT. AREAS AS WELL AS THE FOLLOWING STANDARDS. THESE REQUIREMENTS APPLY TO NEWLY ENDORSED, (D) IF THE MEMORY CARE COMMUNITY DOES NOT POST REV. NO. DATE: CONSTRUCTED, OR REMODELED COMMUNITIES WHICH THE CODE,THE COMMUNITY MUST DEVELOP A POLICY HAVE CONSTRUCTION DOCUMENTS APPROVED ON OR ORA SYSTEM THAT ALLOWS FOR VISITOR ENTRY. AFTER NOVEMBER 1, 2010 WITH THE EXCEPTION OF SUBSECTIONS(D)AND(E)OF THIS SECTION. rrw VJ HMI LL W a. DATE: 11/30/15 DRAWN BY: REVIEWED BY: SHEET: FLS . O1 - 2x6 STUDS @ 16" O.C. W/ BOTTOM— EXTERIOR FINISH MATERIAL (PER PLAN) PLATE & DBL. TOP PLATE x-:::::::::::.:::.•:,,,,,:::::::::•:, ROOF SHEATHING A.P.A. RATED PLYWOOD SHEATHING STRUCTURAL (PER PLAN) _ • EXTERIOR SIDE: PRE-MANUF. ROOFING TRUSSES \ 1 y „Iv__ ONE LAYER 48" WIDE 5/8"TYPE "X" DENSGLASS FIREGUARD :::-::::•::•:: :,:::::,::::,:::, :::±:z::::::§:::: •:,::::,:::::,:,:::::,,,,„,„:,::,::, @ 24" 0.C. (PER PLAN) FIRE TEST SHEATHING APPLIED PARALLEL TO 2x WOOD STUDS 24" 0.C. W/ 1-3/4" :„,„,„„, LLLLLLLLLLcUL R3501-47, -48, 9-17-65, / :::,::::::::, GALVANIZED ROOFING NAILS 4" 0.C. @ VERTICAL JOINTS & 7" 0.C. @ - ILLELLEE-E-E: UL DESIGN U309; D... .„.,. SIE ? 1\1-:.,.::::::::::!!!! _LLLLLLLLLL INTERMEDIATE STUDS &TOP & BOTTOM PLATES. JOINTS OF _LLLLLLLLLL UL R1319-129, 7-22-70, SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE LLLLLLLLLL ,-::,---.:::::::::::::::::::::::•:, ::::::::::::::::::::::::::::,::::::::::::::::::::::::::•:,„,,::::::.::::,:,::: - UL DESIGN U314 N'''..."....... ATTACHED THROUGH SHEATHING TO STUDS. .::::::: :::::::•,::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::::::::::::::::::2:::::::::::::::::::::::::::::::::::::::::.:::::::::::,:::::•:::,,:::::::::::::::::::::,:,::::::::::::::,:„,„„, INTERIOR SIDE: :::::,::•::,::::::a,:::ff.:::::::z,:::::z::::§::::§:::::::f::,::::::*:::z::2::::::::gs::§::::::::±:•:::::,:::,:::,:,:::::,,:::::::„,:,:,.:,:,::,•:•:,•:,•:„.„,•:, .::,:::::,::::::;:',:::,::, ::•:,:::,,,,,,:::::,;:::::::::::::::::: ::::::,,,::::•:::::::::::::,:::::,:::::::::::::::::::,::::::::::::::::::::::i.:::::::::::gt]:::::::::::::::::,::::::::ii] ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD, WATER RESISTANT :- ..-,..,:::::—,:::::::•::::::::::::::::=::::::::::::::,::::::::::::::::::,:::::::::::::::::::::::::::::::, , LLLLL L7rct:-. GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED 919 N.E. 19th Ave. Suite 155 LLLLLLLLLL _LLLLL LLLLLLLLLL _LL_LLLLLLLL PARALLEL OR @ RIGHT ANGLES TO STUDS W/6D COATED NAILS, 1-7/8" LLLLLLLLLL, LLLLLLLLL1 1 -HR. EXTERIOR WALL Portland, Oregon 97232 LLLLLLLLLL it:tc:E-ELL-E.Eci 3 GA FILE NO. WP 8105 LLLLLLLLLL LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. (LOAD BEARING) g5n0@3-e2p6r5d-e8s4i g6n1.co m GENERIC www.eprdesign.com 1-HOUR FIRE desi -- BASE LAYER: FIRE TEST: FM FC 172 2 5/8"TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT ANGLES TO -25-72;, WOOD ROOF TRUSSES 24" O.C. W/ 1-1/4"TYPE W OR S DRYWALL -• - ITS, 8-6-98 SCREWS 24" O.C. "•,, . ._ , 1 -HR. ROOF-CEILING SYSTEMS FACE LAYER: .- . Ti 0 E BERS 5/8"TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT ANGLES TO TRUSSES W/ 1-7/8" TYPE W OR S DRYWALL SCREWS @ 12" O.C. @ /,,, / OREG(N•N , 1 Fl I KARRI WOOD TRUSS /JOISTS JOINTS & INTERMEDIATE TRUSSES & 1-1/2" TYPE G DRYWALLSCREWS1:,, EWs . . , : GA FILE NO. RC 2602 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS GENERIC OFFSET 24" FROM BASE LAYER JOINTS. 1-HOUR FIRE I EXP. DATE: O6-3 0-I 8 1 2x4 STUDS @ 16" O.C. W/ BOTTOM — EACH SIDE OF STUDS: ›N PLATE & DBL. TOP PLATE ONE LAYER 5/8" TYPE "X" PLAIN OR :1-'1 PRE-DECORATED GYPSUM WALLBOARD, ._ 0 FIRE TEST WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR @ --"\ NOT USED L.L. UL R1319-4, -6, 6-17-52; UL R2717-39, 1-20-66; / , RIGHT 0HTcANGI LsEDSCTOOATEEAD. SNIDAEILsOF127x/48,,WOOD STUDS F4 >, LONG, 0.0915" UL R3501-52, 3-15-66 Pr4 UL DESIGN U305; / C-).a: CO ' = SHANK, 1/4" HEADS, 7" O.C.. . JOINTS OF SQUARE .f7 (1) ' ' C\I ai E EDGE, BEVEL EDGE OR PRE-DECORATED ULC DESIGN W301 CIc WALLBOARD MAY BE LEFT EXPOSED. OCNLI- U) h..- ›..„ —. - (- ) 1 -HR. INTERIOR WALL LOAD BEARING: JOINTS STAGGERED 16" O.C. ON \\., F2 GA FILE NO. WP 3605 OPPOSITE SIDES. U) SEE SHEET FLS.4 FOR TENTING 0 a/ c't: -0 . o c Ns, GENERIC CO w AROUND RECESSED FIXTURES IN E 1 ct ....... LU IA) 1-HOUR FIRE Z 2-HR. CEILING ASSEMBLIES a) 0 30 TO 34 STC SOUND BASE LAYER: ii U") k_ rri .. a) ,,,,,,, 0 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT -0 7 L) I FLOOR JOISTS — PLYWOOD FLOOR SHEATHING ANGLES TO WOOD I-JOISTS 24" O.C. W/ 1-1/4" TYPE W (PER PLANO (PER PLAN) DRYWALL SCREWS 12" O.C. (% Lc2 clii cl) ?-1 MAX. 4"A.B.S, PVC, OR CPVC, PIPE ..._1 SECOND LAYER: Z CD ;Li) 1: E 1/4" DEPTH OF CAULKING — i< a) (FOAM OR SOLID CORE, r- , yr / 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT • x- a) 2 PRESSURE OR DVVV) 0 ANGLES TO WOOD I-JOISTS W/ 2"TYPE W DRYWALL -0 CCI FLOOR JOISTS — MAX 1" CROSS-L1NKED 1- ___ ___ > (PER PLAN) POLYETHELENE (PEX) co co ,...c is- Y 3/8" BEAD OF CAULK er) eri / TBSAHCSIRREEDWLALASYYE1E2R1R1 JO:O.CIN.TSsE.COND LAYER JOINTS OFFSET 24" FROM 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT ANGLES TO WOOD I-JOIST W/2-1/2" TYPE W DRYWALL SCREWS 12" O.C. THIRD LAYER JOINTS OFFSET 12" FROM 03 41 ..." ---PLYVVOOD FLOOR SHEATHING --- --- I --- - (PER PLAN) ---\, . SECOND LAYER JOINTS. HAT SHAPED RIGID FURRING — MAX. 2"A.B.S, PVC, OR CPVC, PIPE -\s. ' CHANNELS 24" O.C. APPLIED @ RIGHT ANGLES TO I-JOISTS (FOAM OR SOLID CORE, OVER THIRD LAYER W/ (2) 2-1/2"TYPE W DRYWALL SCREWS MAX. EXTENT OF -- PRESSURE OR DWV) @ EACH I JOIST. herein are -- --- CAULKING INTO , y MAX. 1" CROSS-LINKED FACE LAYER: These plans and the designs copyrighted under Federal Law by: --.... ANNULAR SPACE 4.,,... POLYETHELENE (PEX) APPROX. CEILING WEIGHT: 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED @ RIGHT EPR DESIGN, LLC. ------I' 12 PSF ANGLES TO FURRING CHANNELS W/ 1-1/8" TYPE S DRYWALL , -------.44 (2) LAYERS 5/8" TYPE "X" FIRE TEST: 2-HR. FLOOR-CEILING ASSEMBL y SCREWS 12" 0.C. WOOD I-JOISTS SUPPORTING 3/4" T&G. FIRE RATED _... ..,\ GYP. WALLBOARD \ UL R4024,' F5 EDGE PLYWOOD FLOOR APPLIED @ RIGHT ANGLES TO WOOD FLOOR, WOOD I-JOIST, GYPSUM WALLBOARD, 7/.....c NNN•••••-, WOOD TOP PLATES I-JOISTS W/ 8d NAILS 6" O.C. @ JOINTS & 12" O.C. @ AS MAX. EXTENT OF 1/2" BEAD OF CAULKING OONK26545, CAULKING - 2x STUD WALL W/ 5/8" 427-01, RIGID FURRING CHANNELS INTERMEDIATE I-JOISTS. CEILING PROVIDES 2-HR. FIRE .I.'s- - GA FILE NO. FC 5750 ""1--------- 2x STUD WALL TYPE "X" DRYWALL UL DESIGN L556; RESISTANCE PROTECTION FOR WOOD FRAMING. ------..„, EA. SIDE ULC DESIGN M514 GENERIC 2-HOUR FIRE REV. NO. DATE: A, THROUGH PENETRATIONS @ TRHOUGH PENETRATIONS @ 1 -HR. . 4.27.17 1 -HR. FLOOR-CEILING ASSEMBLY (Th INTERIOR WALL . 1/2" TYPE "X" GYPSUM WALLBOARD NAILED TO P11P2 j JOISTS W/5d COOLER OR WALLBOARD NAILS @ 6" -- *PLUMBING EXAMPLE SHOWN. APPLY SIMILAR TECHNIQUES TO *PLUMBING EXAMPLE SHOWN.APPLY SIMILAR TECHNIQUES TO 2x12 FLOOR JOISTS — MIN. 1 -7"THICK NOMINALO.C. END JOINTS OF WALLBOARD CENTERED ON LU PENETRATIONS & MECHANICAL PENETRATIONS. N--. -, ELECTRICAL PENETRATIONS & MECHANICAL PENETRATIONS. SPACED 16" O.C. SUB-FLOORING I / J01 (SEE FOOTNOTE n FOR EXCEPTIONS) CO ANNULAR ADDITIONAL INSTALLATION ASTM E 814 PRODUCT(S) PENETRATING ITEM(S) HOLE SIZE SPACING MATERIALS AND AIDS RATING FOOTNOTE m: F— FILL MAT'L. MIN. THICK. TYPE SIZE INSULATION MAX MIN. MAX WIRE STEEL OTHER F MESH SLEEVE . FOLLOWING: . 1-1/8" T&G PLYWOOD FLOOR SHEATHING (NAILED Et r----,_ NONE NONE 1..0 1/4"TOP PVC,ABS(FOAM OR SOLID UP TO NONE 4-3/4" 0" 1/4" 1 & GLUED) 3M FIRE MAX. EXTENT CORE) 4"I.D. 11 BARRIER BOTTOM SCH 40 UP TO 1" SEALANT CPVC SDR17 OR HEAVIER. PEX FO• i •TE n: DATE: - CAULK (CLOSED OR VENTED) /A DOUBLE WOOD FLOOR SHALL BE THE THE CEILING SHALL BE PERMITTED TO BE 11/30/15 • OMITTED OVER UNUSABLE SPACE, & FLOORING SHALL BE PERMITTED TO BE OMITTED WHERE DRAWN BY: .... ANNULAR ADDITIONAL INSTALLATION ASTM E 814 UNUSABLE SPACE OCCURS ABOVE. PRODUCT(S) PENETRATING ITEM(S) HOLE SIZE SPACING MATERIALS AND AIDS RATING 1 -FIR. FLOOR-CEILING ASSEMBLY REVIEWED BY: -. • FILL MAT'L. MIN. THICK. TYPE SIZE INSULATION MAX MIN. MAX . WIRE STEEL OTHER T F • . .. MESH SLEEVE -....\\ @ CRAWL SPACE . •.. SHEET: • . MAX PVC, CPVC, .....---1 6.,) 2014 OSSC. TABLE 721.1(3)ASSEMBLY 13-1.4 • 3M FIRE EXTENT SCH 40 UP TO NONE 3-5/8" 5/8" 5/8" NONE NONE 1 1 DOUBLE WOOD FLOOR OVER WOOD JOISTS BARRIER CLOSED/OPEN 2" SPACED 16" O.C. m,n. SEALANT PEX FLS . 2 CAULK SDR 9 UP TO 1" .............. ........................................... MAINTAIN 2H R. FIRE RESISTIVE S A SSEMBLY SMOKE BA R & RRIE RECESSED FIXTURE W/ YER S 4 LA S mmig :..:::!:•:.1.ii:ii.:.:1.1.:',,1:',.•::::::....:.:••,.,:::..il:..i:•-::.:::::::.::'..,:',..!'.E•i}.,-,•,.::.:.,,.::::.:': D ( ) 4 5/8 TYPE X GYP. BOAR D. CAUL EN K ALL P ETRATI N O STO REST A ST THE P SSAGE OF M KE S O & FIRE. IN . W ROOF SHEATHING G • PL L -- YWOOD F OOR HEA G (PER PLAN) Z THlN (PER PLAN) 919NE:;:>1:9th Ave. Suite:.;:1<;5 _.>:-.:;: 5 PRE-MANUF. ROOFING TRUSSES (� MAINTAIN 1 HR. FIRE RESISTIVE @ 24" O.C. (PER PLAN) = WOOD I-JOISTS— Portland, Oregon 97232 A,, LLLLLLLLLL (PER PLAN) 503-265-8461 LLLLLLLLLL ASSEMBLY& SMOKE BARRIER @ LLLLLLLLLL STEEL DUCT TO EXTERIOR VENT _LLLLLLLLLL design@eprdesign.com RECESSED LIGHT FIXTURES W/ LLLLLLLLLL –� LLLLLLLLLL wwW.eprdeslgn.corn (2) LAYERS OF 5/8"TYPE "X" GYP. LL LL l LLL L L �.., BOARD. CAULK ALL PENETRATION S EXHAUST FANSJA0u BE 1-HR RATED W/ FIRE DAMPERS. a --- - - TO RESIST THE PASSAGE OF SMOKE + \ FIRE & SMOKE LK @ALL WIRING PENETRATIONS & ~ p & FIRE. - -_j I :rl- AROUND PERIMETER OF EXHAUST FAN HOUSING AT to SEE DETAIL F5 ON SHEET - LLLLLLLLLL \ \ LLLLLL7 .., LLLLLLLLLL LLLLLLLL M FLS.3 FOR 2-HR. RATED LLLLLLLLLL LLLLLLLLL CEILING PENETRATION. DUCTS SHALL BE ,{ ,,,_; , LLLLLLLLL // LLLLLLLLL CONSTRUCTION LLLLLLLLL `' LLLLLLLLLL CONSTRUCTED OF STEEL. SEE MECHANICAL t� / , 3 ^ " " " " " / " ` " " " DRAWINGS FOR DETAILS. \.ii SL�'�t4V • /-- FIRE CAULK SEE DETAIL F1 ON SHEET 'No FLS.3 FOR 1-HR. RATED EXP. DATE: (}(�—>O's—I CONSTRUCTION 0 1 -HR. ROOF-CEILING SYSTEMS & SMOKE BARRIERS 2-HR2) . FLOOR-CEILING ASSEMBLY RECESSED FIXTURE TENTING DETAIL RECESSED FIXTURE TENTING DETAIL CO -.. LL .c.--3E WOOD I-JOISTS— PLYWOOD FLOOR SHEATHING Co > N a E MAINTAIN 1 HR. FIRE (PER PLAN) (PER PLAN} 0 I. RESISTIVE ASSEMBLY& w gSMOKEBAR7IER@RECESS - TOEXTIOR VENT — co FIXTURESW (2) LAYERSOF - /, ' EXHAUST FANS TOBE 1-HRRATED W/ FIRE DAMPERS - QA 5/8" TYPE "XGYP. BOARD. ti Li MODEL NUMBER: AIR KING FRAK80. FIRE & SMOKE Z _ CAULK ALL PENETRATIONS TO �M CAULK @ALL WIRING PENETRATIONS &AROUND �3 W RESIST THE PASSAGE OF \ PERIMETER OF EXHAUST FAN HOUSING AT CEILING O SMOKE & FIRE. PENETRATION. DUCTS SHALL BE CONSTRUCTED OF 8 STEEL. SEE MECHANICAL DRAWINGS FOR DETAILS. r-i I ri a) M o, -- o — E CNI 0 FIRE CAULK___,/,----- - > CO N:t 1 -HR. FLOOR-CEILING ASSEMBLY cics RECESSED FIXTURE TENTING DETAIL I • Thsia copyrightedeseplans underthe Federalgns Lawherein by:re EPRand DESIGNde, LLC, FIRE RATED ASSEMBLIES REV. NO. DATE: A4.27.17 • F- W C!) F- 2 ctw a_ DATE:• 11/30/15 DRAWN BY: REVIEWED BY: SHEET: FLSa3 3 DISTANCE TO DRAIN DISTANCE TO DRAIN =TV\-- 1 114" - 1 1/2" 1 112" / INSTALL WATERPROOF __ MEMBRANE TO HEIGHT OF 12"MIN. _ - ___ _-_ HEAD iF IN "" SHOWER WALL-MOUNTED LIGHT FRONT OF CBU OR FLASH -. i..i.-i: ...s-ig. 7.7.!!!! FIXTURES. VERIFY RAMP FLOOR TO CREATE A MINIMUM OF 36" HIGHER HEIGHT W/ELECTRICAL HIGH POINT THAN SHOWER F.F. IF 2'-4" 12"MIN. 41"MIN. 11"MIN. NOTE: SLOPE INSTALLED BEH/ S ND CBU. YP. SPACIN --- WALL-MOUNTED PAPER 3 I " UNDER SHEET T 8 WIDE X 36 TALL I FLEXIBLE SEALANT /4 I TOWEL DISPENSER AT MIRROR O DESIGN I S GN CENTRALIZEDPOSITION --- - LLAR IN LOW - - GO - --- 4 .. _ - =-_ - RESTROOM r � r if WALL MOUNTED SOAP : ........•... .. :::::•::::::::_:_•::::::::_:.:::::::-:.::•::.::_::-_:::-:::_::::::_:::::•:::_:::::_.::::_.:::::_::_::>::•::_::::::.: ,,, I i VERIFY RAILING STYLE WI ::,.��:.::. ..,....�....-..:'.�:.:��.s..: �..:.. -.:».,......�_��...... .,, ...>. ..... ...... ....... .. -:..-....-':"-'.... ::. ... ... . x • •: x: :,: :».:•:::c :xc.�x.�xr:::::::::a::•::.m•:.r.::a::::.::z:•:::: 36 HIGH TOWEL BAR AT DISPENSER : - _ _- _ :_ _ _ BUILDINGELEVATIONS - - - - - - -- _ NIT RESIDENTU - \**-.. ,.." L 11 / RESTROOMS -- v VERIFY FLOOR SYSTEM WI PLAN. allanglagelannolang N � � PROVIDEF CEMENTBACKEROVER- V . . .. - • . . 1 . . - vri WOOD FLOOR SYSTEMS SUB-FLR. 919 N.E. 19th Ave. Suite 155 / �• z CCNC.SLAB STAIRS SHOWN ..., - ' • . . . TO BE P.T- PLYWOOD @ SHOWER ::': !::: . .\„, ` SHOWER SOFT JOINT SOFT JOT CEMENT BA/ SIZE AND SPACING OF GRAB BARS - X % ♦ '/ DRAIN WITH < k Z• / / NOBLESEAL TS OR CLAMPING RING NQ0BLESEAL TS OR www.eprdesign.com /// / M(EMBRANE SHOWER LINER EQUiV. WATERIPI�OOF p MEMBRANE SHOWER LINER 36" MIN. CO N / TYPICAL HANDRAILS AT EXT. STAIRS PEA GRAVEL OR OTHER NOTES:WATER RESISTANT BACKER BOARD ` WEEP PROTECTION 1. WATER RECOMMENDED INSTALL TO 36" MIN. r TILE 114" PER FT.� MANUFACTURER'S INSTRUCTIONS ` MORTAR SLOPE 2" MIN. 12" NJN. OOP 2. SUBSTRATE MUST COMPLY WITH 589> 9P : LATEX MOD ` INDUSTRY GUIDELINES T� �1 INSULATED WRAP AT r THINSET J WALL-MOUNTED P-TRAP '"� NOBLESEAL TS �� /yam (- ////////// limn LAVATORY NOBLESEALANT 150 4 NOBLEFLEX DRAIN //../•:/- ':'�4� C +r i` Jl - FLASHING ��% . TYP. ELEVATION @ LAVATORY ` LATEX MOD ' �� ///�/////� NOBLESEALANT 150 I I THINSET • ° ° /��//� IEXP. DATE: 06-30-18 I _ SLOPED MORTAR BED ' So • ° 1 Cfl o 0 c� o I a 7 . I 1 L11'1`` o 4 \\\\\\\ ` ; E L EVAT Z O N E THIN-BED TOWELS I I I . TILE BONDINGr AGENT(THIN-SET) WEEP HOLES IN CLAMPING 54" MIN. u TILE •RING MUST BE KEPT CLEAR 12" MAX. 42" MIN. Ems- �. 4 3'MINIMUM ,.25"-,5" COLLAR EN LOW POSITION - .0 r NOBLESEAL BOND COAT IT I '' e�e " „ 11 \ W —� N. \ (E.G NOBLEBOND EXT r,'.5:.:�" , = -- -... L L / 39 -41 . Q _ C — +`RAMP OR LATEX PORTLAND t'�t.. .:. Z x X CEMENT MORTAR} ��oioiioi \` ,: ¢ ❑ Q % %r. - \ gip\\\\\\\\��\\\ 36 MAXco . , z X o , ' . ' 7w t.. Z Q ''',../ \ SLOPED MORTAR ••_ C Z T P CD I. 0 1 . r CZ.. _ , • /i''' `\ �O (114" PER FT) (�' V ...---s or! _2—, (77,-2 :47 Op. ,,,-' ,-m- .. . C J o \ r` (N, m r v kl `f Q , CNJ 18"MIN 18"MIN. •4 N N APPLYABEADOF N 1` \ 0 ' ' 4 > NOBLESEALANT 150 L_ — a) 0 v BETWEEN NOBLESEAL 7 7"-9' i� k \ - / i�� \ \ ��/��/��//��/�/�//�/�//� • I TS AND T H E DRAIN BODY O CO z E ca in • ) _ \ co O) **EXPOSED HOT WATER LINES EDGE PROTECTION m 2 r, m SHALL BE INSULATED. 2°MINIMUM �_� � (1) O 4., 2 l ' SECTION A SECTION B ' \ N 8" MIN. KNEE CLEARANCE / 6" MAX. TOE CLEARANCE GRAB BARS AT WATER CLOSETS 17" MIN. DEPTH , ROLL-IN SHOWER DETAIL 0 co o LAVATORY CLEARANCES ,'MIN Z 0 E � NO SCALE THIN BED METHOD • � -0a) END OF RAMP- 56" min. ,I 12 —I co 17" MIN • . N s ..41) GENERAL NOTES: ROLL-IN SHOWER STALL NOTES: PROVIDE PT. SOLID BLOCKING IN STUD WALL CAVITIES @ALL WALL MOUNTED FIXTURES PER OSSC 1109.10.10, ROLL-IN SHOWER STALLS SHALL HAVECES CLEAR r INCLUDING: TOILET ACCESSORIES, GRAB BARS, CLEAR DIMENSIONS OF NOT LESS THAN 30" DEEP BY 60" FLOOR ` &WALL MOUNTED LAVS, TYP. LONG. A CLEAR FLOOR SPACE NOT LESS THAN 60" IN LENGTH, 12 ALL GRAB BARS & SHOWER SEATS SHALL BE PARALLEL TO THE OPEN EDGE OF THE SHOWER STALL,AND Z _ SPACE ZZ CLEAR s � _ _ CONSTRUCTED TO RESISTA SINGLE CONCENTRATED LOAD OF 250#APPLIED IN ANY NOT LESS THAN 36" IN WIDTH, PERPENDICULAR TO THE OPEN FLOOR / p Q SPACE //// �� / DIRECTION AT ANY POINT ON THE GRAB BAR OR EDGE OF THE SHOWER STALL, SHALL BE PROVIDED. z o0 .OSEAT SO AS TO PRODUCE THE MAXIMUM LOAD A FOLDING SEAT SHALL BE PROVIDED LOCATED ON THE WALL r� • CD „ SECTION C EFFECTS. ADJACENT TO THE SHOWER CONTROLS. THE SEAT SHALL BE Zo Z ` (OSSC. SEC. 1607.8.2.) MOUNTED NOT LESS THAN 17”AND NOT MORE THAN 19" These plans and the designs herein are cn \ ABOVE THE SHOWER FLOOR. THE SEAT SHALL BE MOUNTED copyrighted under Federal Law by: 19" MAX. / / EXTERIOR STAIRS & RAMP DETAIL NOT MORE THAN 1 112" FROM THE SHOWER WALLS. THE EPR DESIGN, LLC. 00 TLi a ; 3 LEADING EDGE OF THE SEAT MAY BE SET BACK NOT MORE \ N.T.S. THAN 1 1/2" FROM THE LEADING EDGE OF THE SHOWER STALL. TYP 4811 MIN. . ! rtEPTH OF THE STALL. THE SECTION OF THE SEAT ADJACENT ACCESSIBILITY 12" .MAX. ,, TO THE WALL OPPOSITE THE CLEAR FLOOR SPACE SHALL BE CLEAR FLOOR SPACE AT LAVATORY AT LEAST 22"AND NOT MORE THAN 23" WIDE MEASURED CLEAR FLOOR SPACE AT WATER CLOSETS FROM THE WALL ON WHICH THE SEAT IS MOUNTED. THAT DETAILS SECTION OF THE SEAT SHALL EXTEND NOT LESS THAN 14", BUT NOT MORE THAN 15", MEASURED FROM THE WALL OPPOSITE THE CLEAR FLOOR SPACE. THE REMAINING REV. NO. DATE: 27" MAX. CONTROL AREA27" MAX. PORTION OF THE SEAT SHALL BE NOT LESS THAN 15"AND NOT XMORE THAN 16" WIDE, MEASURED FROM THE WALL ON WHICH < / 6" MAX. 2-1/2" MAX. / ^ / % // ^ i 18" \ THE SEAT IS MOUNTED AND SHALL EXTEND THE REMAINING CIO BACK(LONG) W/CONT OL AREA / n CCa1� OL AREA / // Q DEPTH OF THE STALL. (CONTROL AREA NEARSEAT) q / 'i NFSEAT / / CONTROL AREA \ GRAB BARS SHALL BE INSTALLED PARALLEL TO THE FLOOR • p � /\ '�I` / / / \ AND AT LEAST 33"AND NOT MORE THAN 36'ABOVE THE FLOOR j;` ¢ X // / / \ OF THE ADJACENT CLEAR SPACE. GRAB BARS SHALL BE _1 - / - - _ / / / \ PROVIDED ON ALL PERMANENT STALL WALLS GRAB BARS W ce LOCATED ON EITHER END OF THE STALL SHALL BE AT LEAST z p , Z N // , / / �.F v C 1 27" LONG. THE GRAB BAR LOCATED OPPOSITE THE CLEAR O� HO w cn cn O r // - - / / - / \ SPACE SHALL BEAT LEAST 48" LONG. GRAB BARS NEED NOT H Z Q ¶ -- w 111/ / \ BE PROVIDED ON PORTIONS OF THE WALL LOB=CATED ABOVE p w ¢ // a / / \ THE BACK OF A SEAT GRAB BARS DO NOT NEED TO BE C -- 1 ❑ CONTINUOUS AT INSIDE CORNERS. C < r' (7 / - // c < - / i+�s N I / m oo / ' M OD M FAUCETS AND OTHER CONTROLS SHALL BE LOCATED ON THE I.dr _,SNI 15-16" _ � "' M co \ SAME WALLAS THE SHOWER SPRAY UNIT,AND SHALL BE W ( I VERIFY SEAT TYPE / \ / °,° INSTALLED NOT LESS THAN 38"OR MORE THAN 48"ABOVE ^ Z I CLEAR \ WI SPECIFICATIONS / r / / - / 0- 0 LAV I FLOOR m / 1� / / - \ THE SHOWER FLOOR. CONTROLS SHALL BE LEVER TYPE. SPACE /// l/////// j/// / - //// / �-� // \ \\\\\ FOR ROL-IN SHOWER STALLS EQUIPPED WITH SEATS, THE DATE: � „, _�' / / , \\\\\\\\\\ CONTROLS SHALL BE MOUNTED ON THE WALL ADJACENT TO 11/30/15 THE SEAT NOT MORE THAN 27" FROM THE WALL WHERE THE VERIFY SEAT TYPE VERIFY SEAT TYPE VERIFY SEAT TYPE SEAT IS MOUNTED. FOR ROLL-IN SHOWER STALLS WITHOUT i W/SPECIFICATIONS W/SPECIFICATIONS W/SPECIFICATIONS DRAWN BY: BACK(LONG)W/CONTROL AREASIDE W/CONTROL AREA SIDE (OPPOSITE CONTROL/SEAT SIDE) SEATS, THE CONTROLLS MAY BE LOCATED ON ANY WALL. SIDE W/ SEAT WHERE THE CONTROLS ARE LOCATED ON THE BACK WALL, NOTE: SHOWERHEAD AND CONTROL AREA NOTE: SHOWERHEAD AND CONTROL AREA THEY SHALL BE LOCATED NOT MORE THAN 27" FROM A REVIEWED BY: MAY BE ON BACK (LONG) WALL NOTE: CONFIGURATIONS OF ROLL-IN MAY BE ON BACK(LONG) WALL SIDEWALL. (AS SHOWN) OR ON EITHER SIDE WALL SHOWERS VARY. DIMENSIONS SHOWN (AS SHOWN) OR ON EITHER SIDE WALL 60" MIN. ARE THOSE MINIMUM AND MAXIMUM A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT _ DIMENSIONS REQUIRED BY CODE. SEE CAN BE USED AS A FIXED SHOWER HEAD OR AS A HAND-HELD SHEET: FLOOR PLANS FOR ACTUAL SHOWER SHALL BE PROVIDED. CONFIGURATIONS. STANDARD ROLL-IN SHOWER THRESHOLDS IN ROLL-IN SHOWER STALLS SHALL BE LEVEL ACCESSIBILITY DETAILS (BATHS) WITH THE ADJACENT CLEAR SPACE. F L S 4 © NO SCALE ■ A : 7.---------\ ..........., MEC H. JOINT MIN. 3 4 1 MAX. HIGH Egg TREE 24 DECIDUOUS UNDERGROUND n - ' D CANOPY HANDRAILS O TH SIDES erF _ _ 26 - FITTINGS - r EXTERIOR STAT S HANDRAI RETAINING WALL E EVERGREENE I G N �< 18 D DOUBLE �3�s D S WATER STAND PIPE PROVIDE FIRE 4'TALL HIGHEST POINT.STEP JOINT PIPE -- c e 4" TYTON SE N TAIRS TO HA 36 CANOPY 1 MIN 42" EXTENSIO S BUILDING DOWN WI GRADE PROVIDE SIDE OF ® o r NEREME THIS rr „ @r WALL GUARDRAIL ABOVE W L MIN. 3 S88 42oaFIRE LINE W/ MAX. RISER H IGHT OF7�&A _- E- 260 .23 � n BURY i PTH OF 1 TYP. - - - MIN. TREAD '� 1 0 1 „ o APE N = LANDSCAPE _ N 20 i 4 Kal. iia, - CO NCRETE VAULT WI LANDSCAPE , a - N► \ WALKWAYYLTEJftrn :„...........„.:.,........„................................:,:„.:.::::::.2.::,.:::.:.:.„:.:::.:.:::.„:.:.:.:...:.:.:.:,:.:.:.:.:.: © NDSCAPE3s° ___:. LAIn— 1 � _5WAL20-, -_ / LID. WI AMES MAXIM 919 N.E. 19th Ave. Suite 9 '- 14' c-44.., 5 WALK Y 5 WALKWAY -w --- ___ __-_____-_ TRAFFIC 0 .\ —•- _ / - 14 '. � SERIES 300 DOUBLE DETECTOR Portland, Oregon 97232 214' '44M I '� % I 4'-7" , LI1 50326584fi1 I irj _ -�_ CHECK ASS MBLY � - .-,.__ design@eprdesign.com ` / -"- — — -- — ~ 4x 2-112 x 2D'2 FIRE www.eprdesign.com \ , \ / F.F.E. 214 - • .F.E. 214 I DEPARTMENT CONNECTION IS . - A REA • TDO — . - �� :.- CA '-----\ ��Cj ;V3' 0112" 1-112" WATE METER t '; ,.: KtH ... ._ ,.__, ••• _ COIN FEC. AREA WI F.F.E. 214' F.F.E. 214' I •: 214/ '- -'' 1 1-1/2" WATER' LINE TO \ , ' L. .�� - - - COVERED PATIO / �• BUILDING I8� •.D: : ...r. 1 w a :.: N r w NORTH O# 1=GON o } �-' - - " 1_7:R.:A r PLANTER " s 112 — SIDE OF PR PERTY TO BE ' ` '1 '° �Ir • i . ,• Y zz EXISTING DIIVEWAY @ N cc n_ CO .„______i\ t) 1 o _ _ FIRE ._ _ �Z 1 1 =JU _ REMOVED PSR ODOT k, - p 1— 7 RISER /� , .., . ❑ . . TER V V V 'V : W I 1facP. Ar>:: t)E� 3() 1 INSIDE o EXIST CURB; m ��- AIN �� v �, LOCATION 1 Li • 3 s : I, .. - �. 7 EN` RANCE - Wi Q W �� e _ ❑ 0� _ � z TO REMAIN I = ► �! �` •�� 12" LQ�$Y •� = ,moi Q 0 5 .• >_ ca_ �-- — .4fl.f>`r-- =PF OP 0SF 0. 0 0 �--- w z PLANT '( E: .E. 21'4.' oal - J PLANTER _ �r' FpN 04-......... . - r icn 24 _ ❑ _ _Ri T ofL.,4..„ .E.:„=.__________,______1, J •_ BIKE PAIN • _ . , . D , , I EDI I ,� TION ,—. 212. 00 F.F.E. 214' (2-TOTAL) 1..0 1 0 �' F.F.E. 2 ,�L� NEW PROPERTY LINE C6 DET. 4 COVERED MAIAJ4i D , . I -- � .--- � � i � '� AFTER 10' R.O.W. � ❑ } )--rIA __IL TRS _ 51.____ �' DEDICATION ❑ tL IB�� ADING 1 UNLOADING) �� I[70I7:1 �� 10 0 5'-6" 6" M ,U o Q w ' - bi- t ,� 15' CLR. HT. I „ I�of ' 0 w �. 6 WALKWAY ' BIKE P• ' TNG ��_�NEW .5 BUFFER, 10 _ C\1 8 E n KWAY SIDEWALK, d.5' PLANTER & U m N U_ n) } ,Cy _l� •o,, — 2-TOT' - L r N w a q o �+:» a �,% { CURB (SEEIIVIL DRAWINGS �, v ° `\ G-�' /.-PLANTErRii PLANT i#t-I O w Q — �1 �° ��i1 •d .. DET. 4❑ . , ; jV"' 24 +. 1 ,4 / FOR DETAIL ) O CD i4 io❑ s� C LNDSCP A �r• • �3-6 = = — , ,. .... MAPLE • .., : � .� -�, 2'- OLD PROPEf E W O : 4TY LINE w 'tel - . . ' \ ,f 20-a - ., . , N w LANDSCAPE DSCAPE � CD �' 6' WALKWAY ' I +- �"�� `O Al ri„ SEE CIVIL DfAWINGSr - F.F.E. . - ,, g r. ► t 6 , , U) x a_ cz .o,, ;'I►, , - -� , F.E. O.r '� - v /j FOR NEW DRIVEWAY L - o w < CN •• 4; ' i r'o" N . / ;, `, WHE L STOPS - DESIGN & CONSTRUCTION � � �, 0 3� PLANTER a `lPER DET. '3' O V a s' q PLANTE , �} O U-1 ¢ i FIR ��-_ i. 7 E ' ?IN ND ' SHEET, TYP. / .i- - �� 4.0 7 AI z O 1- N iiir CI .2 2, 5. �� .� o 2 ? c� fY�IJ �... zo 4 �3� 2 1 ,... M 214' °° TIP � r// - 1 r 8 LNDSCP' o,, .ti 'LNDSCP r `0 CO 01116 / 5'-0" +'� �1)14 -., ,*'r 1 10 T T J5' / 22"STEL PIPE01 0 s,. ,6It5LKWAY 214'i__:„_.• , u) I �t • lip - Z 6. DO ! i, , ITP. „ 9'-0",TYP- 9'-0'' TYP. �� w U) 7t z • • + • I. •'�.'.' i PROVIDE "RESERVED a /�- �' •--,•;•,+•••-,-•- •••-•• r FRU' PROVIDE "RESERVED I WALKWAYS SHALL BE i- (� • + . • ♦ ♦ SCREEN PARKING" SIGN FOR SCORED CONCRETE C7 •+--••• ` • ♦ ♦ - PARKING" SIGN FOR ❑ w I • • •.•r•,•.•,•-•••,•.• LU �� ENCLOS JRE HANDICAP VAN MOUNTABLE , - OR PAVERS TO w 0 `+-``• •• '-`•♦♦•V•.. PERIMETER W/ ACCESSIBLE PARKING �i',o CURB HANDICAP PARKING ONLY 2-WAY LU • -• ♦+• ♦ ¢ �, @ CONTRAST WI o p '� STORM WATER r U LANDSCAPE ONLY WHICH INCLUDES `�° LANDSCAPE WHICH INCLUDES THE DRIVEWAY cn + r• ADRIVE-ISLE, TYP. N w ' '17-- . • • PLANTER •-• •-• ❑ �_ INTERNATIONAL HANDICAP O + . Z GARBAGE 1 2 7 OQ THt�N ' PROJECTION I .f -. . p4,4 „, ,,,I �.o,, \�.�.�.. .::. I.- . • (SEE CIVIL) Q RECYCL o HANDICAP SYMBOL SYMBOL > ~. ' *4 . ♦ • - • - �' /``''`�iV4/0'``''``'' 00�. co ri hted under Federal Law b : O�� •.��.��.��,, These plans and the designs herein are •. • •` J 1016x1410 v �„ / O� CON .Fi��i�i pY 9 Y♦ - �• N• 36 t1+t/ -' ,• • � N �� i•�i�i44�4� tz� EPR DESIGN, LLC. ' � ANCHD' �� . . . ♦ . + . - . ♦ ♦ . . _ DcAPE - PROPOSED . . •+ - _ . r ••.`.`.r.`r`r+••.•••. A �_ LANDSCAPE ND PE [� SPAC�SFOR(31BIKE5 AN � 4J SCA ` • / ` - \______io 4 BICYCLE PARKING , SITE PLAN _ - • . \ ___ \ \ N 89° 31 'OO" E ._ __ __ __ ....... (REMOVE) A0,1 SCALE:112"=1'-0° SITE DETAILS: LEGEND: REV. NO. DATE: SITE ADDRESS: 11035 SW HALL BLVD. TIGARD, OR. A� LOT 7, GRAHAM ACRES,TL 2400 BUILDING EGRESS INTERNATIONAL HANDICAP ADA SIGNAGE ��'' /� SYMBOL(SEE DETAIL) SEE DETAIL"2" FOR MTL SIGN FASTENED JURISDICTION: CITY OF TIGARD �J4 MOUNTING DETAILS SECURELY TO POST 6' HIGH OBSCURE — 1'-0" i SITE ZONING: MUR-1 ° ° ° CEDAR FENCE(E} AREA OVERHUNG BY = EXISTING TREES TO BE o VEHICLE 1" WHITE LETTERS AND REMOVED E +�, / SYMBOL ON BLUE PROPOSED USE: RESIDENTIAL CARE FACILITY W/MEMORY CARE ENDORSEMENT PARKING SPACE NUMBERX (SEE SHEET A0.2) BACKGROUND. STANDARD WOR1 -11 � CURB STO� e: f CODEDING PERM�S OF STATE ��R HANDICAP �� w/� LAND USE PROCESSES REQUIRED: TYPE II -SITE DEVELOPMENT REVIEW `'' `� WHERE SIGN IS LOCATED �� SITE DENSITY ALLOWED: (1) UNIT WI MAX. 15 INHABITANTS USING THE FACILITY AS A EXISTING FIRE HYDRANTG EXISTING 3,y0 DECIDUOS TREE - PROVIDE SIGNAGE AT 'V DWELLING �� .� VAN ACCESSIBLE STALL SITE DENSITY PROPOSED: 40 RESIDENT BEDS VAN 243 REBARS 2 GENERAL SITE PLAN NOTES: rcy; ACCESSIBLE - N 6 SEAL 112" DEEP TOTAL SITE AREA: 34,749 S.F. (AFTER 10' DEDICATION ALONG HALL BLVD.) CONTRACTOR TO VERIFY ALL UTILITIES&THEIR LOCATIONS PRIOR TO ANY I EXISTING WHITE 4" PAINTED WORK BEING STARTED. EVERGREEN TREE `D r SIGN ELEVATIONr)kt LLI LOT COVERAGE: 80% (27,799 S.F.) , STRIPES @ ACCESS — . o HOLE W/ MORTAR ALLOWABLE ISLE p 0 BUILDING COVERAGE: 47% (16,467 S-F.) SEE CIVIL SHEETS FOR R.O.W. IMPROVEMENTS, GRADING, UTILITIES, & Z 2" DIA FLEXIBLE _ 114' 6' n - - #-lo as i� DATE: IMPERVIOUS SURFACES: 32% (10,9!5 S.F.) EROSION CONTROL INFORMATION. 24.. —SII— DEMOUNTABLE POST flp I • / , , in 1/3/17 REQUIRED LANDSCAPED AREA: 20% 6,950 S.F.} SEE LANDSCAPE PLAN FOR PLANTING& IRRIGATION DETAILS. EXISTING TREES ON OTHER o CENTERED ON EA. —1.',`' t,' ' • , ° ( 0 P EXISTING TR &WITHIN H OF 1 HANDICAP N + c a'° 9° N PROPOSED LANDSCAPEDAREA: 21% (7,307 S.F.) SITE PROPERTY LINE - 1n 3 —0" MIN. �� PARKING SPACE #6 2'-6" DRAWN BY: PARKING PROVIDED FOR EMPLOYEES &VISITORS ONLY. NO STORAGE OF CAR O.H. CLR. @ MIN. SETBACKS REQUIRED: 0' FRONT, 0' REAR, 0' SIDES NON-OPERABLE VEHICLES OR OF MATERIALS PERMITTED. "' WHEEL STOP 9" 114" LONG " MAX. SETBACKS ALLOWED: 20' FRONT, 10' REAR O�" �2 REVIEWED BY: ALL OUTDOOR RECREATION AREAS USED BY RESIDENCE SHALL BE — — —b 1• �.� r PAVING ALLOWABLE MAX BUILDING HEIGHT: 75' SECURED WITH A 6'TALL CEDAR WOOD FENCE& LOCKING GATES W/PIN 9.0 8.-0" �e \ Li f 9i, PROPOSED BUILDING HEIGHT: APPROX. 34' PAD SECURITY CODE. GATE LOCKS SHALL AUTOMATICALLY RELEASE UPON / VAN ACCESSIBLE / LOADING , ACTIVATION OFA FIRE ALARM, FIRE SPRINKLER ACTUATION, OR BOTH AS TO %,0 it. 0 $ SHEET: • TOTAL PARKING SPACES: 11 W!(1)VAN ACCESSIBLE & (1)ACCESSIBLE SPACE NOT PREVENT EVACUATION IN AN EMERGENCY. VAN ACCESSIBLE PARKING SECTION TOTAL COVERED BICYCLE PARKING: 4 R POSED SITE PLAN alb STALL WI LOADING AREA2 ACCESSIBILITY SIGNAGE 3 PRECAST CONCRETE WHEEL STOPAO 1 FIREDISTRICT TUALATIN VALLEY FIRE& RESCUE A O �I.. ■ GARBAGE: - A0.1 SCALE: 1116"=1'-0" NORTH A0.1 SCALE: 3/16" = V-0" A0. 1 SCALE: 314"=1'-0" A0.1 SCALE: 314"=1`-1 " CITY OF TIGARD WATER DISTRICT: TUALATIN VALLEY Approved by Planning Date: ' 22 t 7 -- ....,,,,P. �� Initials: 0 (5[ TREE 24" DECIDUOUS r----\ - - - - 26' D CANOPY 18" D DOUBLE EVERGREEN (z----------- 36'CANOPY [1 800 ^'oO�� ,„„„„,,.„„„,:„„„ _ J 1 E260 .23' ::/ :...,..:.,,„.• :::i:•:.: ::::.-,::::,::.::::.,:•,:::::::,::,:::::.:::.::::::::::,::::,..:,:::•:,:,•:.::.•:::•::,•::::::::::::.•:,.:.•:::.•::::::...:::,•::::.•:::i.::.,•::::::,..::•..::•:::•,::•::]:::::.: R::;:::> DESIGNID / . .:::::.:::::::: i/ .J. -J *, - ,...41Ap. �. raAi. ,,,,care-zioSI- '� illiilrr_ 1i� -� ilk- � Z �-�\ • 011111111117111111111,11 ► � i o 0 I ........................................................................... I 919 N.E. 19th Ave. Suite 155 EXISTING HEDGE 1 Portland, Oregon 97232 �� WITHIN DEVELOPMENTr----- ! I 503-265-8461 \ AREA TO BE REMOVED I design@eprdesign.com \ ,------\ 7www.eprdesign.com �_ i ��OQ 1 InPHpfi; I ��3Nt ID Y ----j c8g49P —7(� —. w COce ILI '/ 0 Lu U • QQ 1 I ,` `� OREGON fa; N r 1 _ . 1 › Z a �. � M � 21 �. OD� i I � ,� ,. ' _ f J EXP. DATE: O(�-3O- I' w 41i. 211. OQ » 00 12 21 2' i > Z FRUI w a PR D 10. 0 l ° N 24 " _ - HT OF NO ; o ,, EXISTING TREES \ ! > 4_, �i D WITHIN DEVELOPMENT D II C/� TION ! m 212 °° V I J — ....._ al o . AREA TO BE REMOVED / 1 .� 'V w 0 k I' LL pv 4 » _ - - - - �_ i (n N a 213°° D 30 » i >„ -0 N '2 a� LI - 10 ” �, DEC. W I J iil CI • ..filip:4 1 ) CU 77 Et � Z O co co a EXISTI S Q N z o \ 213• l �' w , (N 42 WITHIN DEVELOPMENT w ca o 0 3 /R AREA TO BE REMOVED 4 i -0 : U � Q Co FIR 1 Lr) cts �( a .- „Allik ' • � 0 274 1 ZCD oCY) •— �C3) cc E >� 1. a) All IMP • • (216.00) I---11 ' ,.,( 2 LLI m ! ? N I m 9 FRUI 4.440,4 Iail o i 1 00: / = 6 / F � 1 . EXISTING _. _ / 1 . ( 217.00) BLOCK NSI L L i SHOP / REMOVE 1 (REMOVE W/ (REMOVE) - _ / pi 'fv,Y / / - _ _.- r i These plans and the designs herein are j'-�"'/�'/',� ir- V' copyrighted under Federal Law by: ' - ,. .`.r I EPR DESIGN, LLC- • . ' I -_._. 15 :' ,' y .,,,,_ ,.:.,_,,,...,.... ...„....i„..../:. ti �y� /* ., �.� ., �: '. w. ..i L \_______ TREE • ri 1 EXISTING HEDGE N2_ .,. Ei269 . 98 PRESERVATION WITHIN DEVELOPMENT AREA TO BE REMOVED & REMOVAL 11035 SW Hall Blvd Tree Table Page 1 of 1 8/24/201 REV. NO. DATE: LEGEND: Tag Common Name DBH Crown Crown Doubled Open/ Condition Pres. Preserve? Comments Action Radius Sq. Ft. for Open Stand Rating Rating PNW-ISA wholesale median cost for a 3" deciduous tree in the Willamette Valley is $174. $174 / 59 = $2.95 1 western redcedar 31 15 706.5 706.5 Stand 2 2 no res routed tops at 40 ft. cut The required tree canopyfee is 9,582 sq. ft. x $2.95 = $28,267 RISTING P P q TREE TO BE REMOVED 2 western redcedar 27 15 706.5 706.5 Stand 2 2 no viable cut This fee will be reduced by the additional amount of effective tree canopy planted on the site using the canopy area values l— 3 western redcedar 30 18 1017.36 1017.36 Stand 2 2 no viable cut found in the Urban Forestry Manual Appendix 2. W 4 yellow poplar 23 20 1256 1256 Stand 2 2 no viable cut The proposed additional planting will be presented when it is available. EXISTING (n 5 Oregon myrtle 10 14 615.44 615.44 Stand 2 2 no viable cut DECIDUOS TREE 6 English walnut 11 18 1017.36 2034.72 open 2 2 no viable cut g P Species present CC 7 English walnut 11 18 1017.36 2034.72 open 1 1 no terminal decline cut English walnut Juglans regia C EXISTING 8 Douglas fir 48 22 1519.76 1519.76 Stand 2 2 no dead branches cut Douglas-fir Pseudotsuga menziesii EVERGREEN TREErt 9 Douglas fir 37 18 1017.36 1017.36 Stand 2 2 no dead branches cut 10 cottonwood 25 16 803.84 1607.68 open 2 1 no 1 of 2 codominant stems was cut cut cottonwood Populus fremontii W yellow poplar Liriodendron tulipifera Oregon myrtle Umbellularia tulipifera EXISTING TREES ON OTHER DATE: Condition Rating is 0 - severe decline or dead; 1 - declining; 2 - average; 3 - excellent 0 PROPERITES&WITHIN 25'OF 1/3/17 Preservation Rating is 0 (hazard), 1 (dead or dying), 2 (average), 3 (resilient ) western redcedar Thuja plicata SITE PROPERTY LINE white pine Pinus sp. DRAWN BY: Analysis and Mitigation 0 ° TREE PROTECTION FENCINGK 0 sq. ft. of existing crown cover are being preserved on the property. REVIEWED BY: District: El requires 40% effective tree canopy. Property area is 37,174 sq. ft. after 10 foot SW Hall Blvd. dedication. Field work done on 811 4120 1 5 byRyan Neumann, ISA PN-55539A 1 -'� 0 TREE NUMBERS p ySHEET: 34,749 sq. ft. x 40% = 13,900 sq. ft. effective canopy cover required 4,318 sq. ft. of canopy coverage will be planted in the parking lot leaving 9,582 sq. ft. lacking. TREE PRESERVATION & AO • 2 - A REMOVAL PLAN Ailliii... NORTH A0.2 SCALE: 1116"=1'-0" STREET TREE NOTES 1:::iiiii „.„,„„=„=„.....„,== • Installation PLANTING OF STREET TREESTO FOLLOW STANDARD A RD LANDSCAPESCA PE PRACTICES; ADDITIONAL DETAILS AND SPECIFICATIONS TO FOLLOW DURING IN CONSTRUCTION. c c sT uctloN. PI D E S I G N WINEDE PROVIDE APPROVED OOTBA BARRIER BACKOF SIDEWALK FOR 5 LF - RECIEREMEIMERNEREasszema EACHSIDEOF E TREETRUCK.GK. ■ ■ R I a - ./� ❑ AN SCA AREAS LANDSCAPE TO PROVIDEDWITH - ❑ PEBE W T A FULLY AUTOMATIC - L L UNDERGROUND Cx IRRIGATION 7 DER R D S ST M. E I (..---------° if / ` 919 N.E. 19th Ave. Suite 155 I4Portland, Oregon 97232 503-265-8461 PH. .) T I I _ ` ::.,,,,.0„.\\ 503-265-8462 FX. � vvww.eprdesign.com SOII VoIume ALL STREET TREES WILL UTILIZE THE OPEN SOIL VOLUMES, CALCULATIONS ARE SIST �AS FOLLOWS= 'C� �� / �r' 272 d �, \ ROW = 16' (FOLLOWING ADDITIONAL DEDICATION 2 J� MN. AREA = 233SF /:100CY (CF ASSUMES DEPTH IS 3FT) PER EA STREET TREE • • "' ,��;, ST 1 = STREET TREE HAS AN OPEN SOIL VOLUME OF 12S1CF (5.5LF X 1&LF = "'� E-+ MICHAEL R. BOARDMAN C5C i►' :W P OPERTY LINE 429SF) TH15 EXCEEDS THE 100CF REQUIREMENT. THE TOTAL SOIL VOLUME HAS 10/05/90 vi'r BEEN MET FOR THIS TREE. `GA 4.7 Al. V . TER/10' R.O.W. ST 2 = STREET TREE #2 WAS AN OPEN 501E VOLUME OF 16SOCF (5.5LF X 100LF = 0�1 OREGON <•r, $� 4 a EDI ATION 5505F) THIS EXCEEDS THE 100CF REQUIREMENT. THE TOTAL SOIL VOLUME HAS 4 4. FROII� BEEN MET FOR THIS TREE. `4A�' Ag'�' TST 3 / =/ ST 3 = STREET TREE #3 HAS AN OPEN SOIL VOLUME OF 1368CF 15.5LF X SILF f - 45bSF) THIS EXCEEDS THE 100CF REQUIREMENT. THE TOTAL SOIL VOLUME HAS / , \ BEEN MET FOR THIS TREE. �� \ 5T 4 = STREET TREE #4 HAS AN OPEN SOIL VOLUME OF 99OCF (5.5LF X GOLF = 3305F) THIS EXCEEDS THE 100CF REQUIREMENT. THE TOTAL SOIL VOLUME HAS PROPOSED / BEEN MET FOR THIS TREE. BUILDING, RE ARCH r i >1� THE SOIL VOLUMES HAVE BEEN MET FOR THESE STREET TREES; ALL SOIL 15 �j OPEN. I_ _.) L > \ CO 1 tt3 > N U "") ( - /� U N LL ‘ i 1) 6 :---'1 i i — //' \ - ..._„ 4.10.- / .../ ..,-- E 1 cell 5a) � T � Tz N--- .0 m 4 3 2 1 0 CO ( 1-- w 0 Co 2-WAY w w = DRIVEWAY • N O Et Itch• °- z These plans and the designs herein are copyrighted under Federal Law by: EPR DESIGN,LLC. 1 rT,TT,TTTTT.T,TTTT/.T/TT//T• ,T///,� 1 _ _. STREET TREE T PLAN REV. NO. DATE: 12/1/15 12/18/15 4.15.16 7-13-16 SITE DETAILS: LEGEND: SITE ADDRESS: 11035 SW HALL BLVD.TIGARD,OR. (4111 LOT 7,GRAHAM ACRES,TL 2400 2 1/2"CAL. FRAXINUS ORNUS/FLOWERING ASH, B&B; 25'DIA SPREAD JURISDICTION: CITY OF TIGARD --__../ SITE ZONING: MUR-1 r OPEN SOIL AREA PROPOSED USE: RESIDENTIAL CARE FACILITY W/MEMORY CARE ENDORSEMENT DATE: 7/20/15 - TOTAL SITE AREA: 34,749 S.F. (AFTER 10'DEDICATION ALONG HALL BLVD.) DRAWN BY: ALLOWABLE LOT COVERAGE: 80%(27,799 S.F.) BUILDING COVERAGE: 47%(16,467 S.F.) IMPERVIOUS SURFACES: 32% (10,975 S.F.) REVIEWED BY: REQUIRED LANDSCAPED AREA: 20%(6,950 S.F.) LANDSCAPE ARCHITECTURE PROPOSED LANDSCAPED AREA: 21%(7,307 S.F.) -in LAND PLANNING SHEET: ENVIRONMENTAL SOLUTIONS GENERAL SITE PLAN NOTES: ilk - - CONTRACTOR TO VERIFY ALL UTILITIES&THEIR LOCATIONS PRIOR TO ANY /^� a 4526 NW Seblar Terrace WORK BEING STARTED. A STREET TREE PTAH Mr) 4 Portland, Oregon 97210 L ■ 1 SEE CIVIL SHEETS FOR GRADING, UTILITIES,&EROSION CONTROLH 503.222■3995 0 16 32 48' CO� fX 503.827»0940 INFORMATION. l L. SCALE: 1/16"=11-0" - Base info provided by EPR, January 2015 - / 7 \ _._ \ _ 7 '\. 7 `\ .............. „romp,.miliv4-4 . ,._,_--. or 2 • 1 drev s s f _ .- i . ALM/ 1 ,.,...— � _ I� _- fejr / - fr°1 � \ ::.,:.:.......:.:.:.:.:...,:.:.,:::.:.:::::.. I -,„,,,,,• i ,I • \ / 1 ::::: ::.:: :::: 0 I ;: �1 I � E ERRE tiff:Rigagti2TRKEti.,i: �._..,. �� DESIGN .=�� >� <> , i 1:Ek.:.,:„.........::::-.,:.:.::::,...:.:,...,::::,.....„.„,„:„..........:,.........:.,.....„......:.,:.:,.,:„...„ - N4 / Voiliauk \ ...... , \ - .---- N / 919 N.E. 19th Ave. Suite 155 7 '''''• ( floriplpi ,.....--- \ / / \ Portland, Oregon 97232 ( ./ 1 l I 503-265-8461 PH. i 93 i 1 1 �,,,,,,�� 503-265-8462 FX. . / 1 \ \ www.eprdesign.com 1 \ / / / _ e • �, \� GI TES 7-,.,, ��' 272 L�'� _.. _ ■, gt. 1 See landscape plan For / \ other tree l of oI r' MICHAEL R, BOARDMAN E-4 10/05/90 4,7 .- • / I / �s). OREGON .sS See St Tree Plan For ---„,,,.• � .-- ` E A •=� _ / other tree info / N. - \ /• \ </ \ / L \ t ( I (� \ / iou,. 1 _ ..S\44 .H* 0124 4( .\ : . 4 \ i . . . . . . . . . . . . . . . \ . . . . . . \t i 4...a a (A.::”. :.: .- • .1 •••••• : .: VS .;::::\ ... \ : ..*, . ..: : .. ^j -J . �►. 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At/ f (.... .A". / \ / \ / / \ \ / \/ \./ V ` / / \ , These plans and the designs herein are / �{ }� x copyrighted under Federal Law by: EPR DESIGN,LLC. PARKING LOT TREE CANOPY TABLE TREE CANOPY LEGEND: PLAN TREE NO. SPECIES OPEN SOIL COVERED SOIL TOTAL AVE. MATURE % OF CANOPY AREA OVER / VOLUME VOLUME SOIL VOLUME CANOPY OVER PKING LOT PARKING LOT / Aiiiillik 2 1/2"CAL. ACER RUBRUM'OCTOBER GLORY I OCTOBER GLORY RED MAPLE,B&B; 40'DIA SPREAD PK 1 RED MAPLE 1218 CF 0 1218 CF 40' DIA. (1257SF) 36% 458 SF REV. NO. DATE: W / PK 2 RED MAPLE 1350 CF 0 1350 CF 40' DIA. (1257SF) 36% 458 SF 12/1/15 PK 3 RED MAPLE 1350 CF 0 1350 CF 40' DIA. (1257SF) 36% 458 SF 12/18/15 4.15.16 PK 4 RED MAPLE 2082 CF 0 2082 CF 40' DIA. (1257SF) 25% 316 SF 7-1316 PK 5 RED MAPLE 2082 CF 0 2082 CF 40' DIA. (1257SF) 25% 316 SF (D! " RED MAPLE 1350 ° 21/2 CAL. CORNUS X'EDaIES WHITE WONDER/EDDIES WHT WONDER DOGWOOD, B&B; 30'DIA SPREAD PK 6 CF 0 1350 CF 40' DIA. (1257SF) 36/0 458 SF PK 7 RED MAPLE 2392 CF 0 2392 CF 40' DIA. (1257SF) 34% 432 SF PK 8 RED MAPLE 336 CF 981 CF 1317 CF 40' DIA. (1257SF) 95% 1192 SF QUALIFYING MATURE CANOPY COVER PK 9 DOGWOOD 432 CF 981 CF 1413 CF 30' DIA. 706 SF 62% 435 SF 1 \ \ COVERED SOIL VOLUME PK 10 DOGWOOD 432 CF 981 CF 1413 CF 30' DIA. 706 SF 62% 435 SF PK 11 RED MAPLE 336 CF 981 CF 1317 CF 40' DIA. (1257SF) 95% 1192 SF TOTAL 4318 SF jOPEN SOIL VOLUME PARKING LOT TREE NOTES DATE: 7/20/15 Installation PLANTING OF TREES TO FOLLOW STANDARD LANDSCAPE PRACTICES; DRAWN BY: ADDITIONAL DETAILS AND SPECIFICATIONS TO FOLLOW DURING ilk CONSTRUCTION. PROVIDE APPROVED ROOT BARRIER AT BACK OF SIDEWALK FOR 5 LF REVIEWED BY: MP /-'"_"� EACI-1 SIDE OF TREE TRUNK. I ' , O ' ' ' ' A TREE CANOPY PLAN 5)... LANDSCAPE ARCHITECTURE 1 0 16 32 48' OPEN AND COVERED SOIL AREAS TO MEET THE INTENT OF THE CITIES LAND PLANNING SHEET: URBAN FORESTRY STANDARDS AND GUIDELINES. ENVIRONMENTAL SOLUTIONS Base info provided by EPR, January 2015 L.2 SCALE: 1116"=1-0" _ N ALL LANDSCAPE AREAS TO BE PROVIDED WITH A FULLY AUTOMATIC a, ' o ' U UNDERGROUND IRRIGATION SYSTEM. 4526 NW Seblar Terrace 44 Portland, Oregon 97210 L2 , _ Coverage PARKING LOT TREES WILL UTILIZE THE OPEN AND COVERED SOIL VOLUMES, pH 503.222■3495 Summaries CALCULATIONS ARE AS FOLLOWS' m fX 503.827.0940 _ PARKING LOT AREA: 615OSF MATURE TREE CANOPY: 4315SF PERCENT OF COVER: 10%, THIS SATISFIES THE COVERAGE FOR PARKING LOT TREES. a ra>_I_V•Il'1IJI..1_1.,...,41 .1...”...01,16.1.1,1,J11... VV 1V I CI.I 41.J V.1 .1