The URL can be used to link to this page

Home My WebLink AboutUniversal PlazaTITLE SHEET 23 May 2022 AS NOTED T0.00 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CLIENT City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 T: (503) 718-2420 Contact: Sean Farrelly email: Sean@tigard-or.gov ARCHITECT RIOS 3101 W. Exposition Pl Los Angeles, CA 90018 T: (323) 785-1800 F: (323) 785-1801 Contact: Peter Emerson email: pemerson@rios.com LANDSCAPE ARCHITECT RIOS 3101 W. Exposition Pl Los Angeles, CA 90018 T: (323) 785-1800 F: (323) 785-1801 Contact: Peter Emerson email: pemerson@rios.com PROJECT MANAGEMENT Shiels | Obletz | Johnsen 421 SW Sixth Ave, Ste 750 Portland, OR 97204 T: (503) 866-4316 Contact: Vanessa Robinson e-mail: vrobinson@sojpdx.com GENERAL CONTRACTOR P&C Construction 2133 NW York St Portland, OR 97210 T: (503) 665-0165 Contact: Brian Shoemaker e-mail: b.shoemaker@builtbypandc.com WATER FEATURE DESIGN & ENGINEERING Fluidity 724 S Spring St, Ste 1401 Los Angeles, CA 90014 T: (213) 739-9291 Contact: Chinmoy Panigrahy e-mail: chinmoy.panigrahy@fluidity-design.com STRUCTURAL ENGINEER KPFF 111 SW Fifth Ave, Ste 2600 Portland, OR 97204 T: (503) 542-3860 Contact: Stuart Finney e-mail: stuart.finney@kpff.com CIVIL ENGINEER KPFF 111 SW Fifth Ave, Ste 2600 Portland, OR 97204 T: (503) 542-3860 Contact: Daan Dommels e-mail: daan.dommels@kpff.com IRRIGATION CONSULTANT SWEENEY + ASSOCIATES 38730 Sky Canyon Dr, Ste C Murrieta, CA 92563 T: (951) 461-6830 Contact: Daniel ZumMallen e-mail: dzummallen@sweeneyassoc.com MEP Interface 100 SW Main St, Ste 1600 Portland, OR 97204 T: (503) 382-2745 Contact: Mark O'Leary e-mail: marko@interfaceeng.com LIGHTING Interface 100 SW Main St, Ste 1600 Portland, OR 97204 T: (503) 382-2745 Contact: Mark O'Leary e-mail: marko@interfaceeng.com TECHNOLOGY & SECURITY Interface 100 SW Main St, Ste 1600 Portland, OR 97204 T:(503) 382-2745 Contact: Mark O'Leary e-mail: marko@interfaceeng.com PROJECT DATAPROJECT TEAM ABBREVIATIONS SYMBOLS VICINITY MAP A NEW COMMUNITY PLAZA INCLUDING WALKING PATHWAYS, ROLLING LAWNS, LANDSCAPE, BENCHES, PORCH SWINGS, COMMUNITY TABLES, WATER FEATURE, AND A RESTROOM/ CONCESSIONS BUILDING. PROJECT DESCRIPTION: PROJECT LOCATION 9100 SW Burnham St, Tigard, OR 97223 NOT FOR CONSTRUCTION UNIVERSAL PLAZA 9100 SW BURNHAM STREET TIGARD, OR 97223 KEY TERM SHT SHEET SIM SIMILAR SPAC SPACE(SPACING) SPEC SPECIFICATION SQ SQUARE ST.STL STAINLESS STEEL STL STEEL STN STAIN(ED) STOR STORAGE STRUCT STURCTUR(E)(AL) SUSP SUSPENDED SYM SYMMETRICAL T&G TONGUE AND GROVE T TREAD T.C.TOP OF CURVE T.D.D.TOP OF DECK DRAIN T.O.TOP OF T.P.TOP OF PAVING T.S.TOP OF STAIRS T.W.TOP OF WALL TBD TO BE DETERMINED TEMP TEMPERED TERM TERMINATION THK THICK THRES THRESHOLD TYP TYPICAL U.B.C.UNIFORM BUILDING CODE U.N.O.UNLESS OTHERWISE NOTED V.I.F.VERIFY IN FIELD VCT VINYL COMPOSITE TILE VEN VENEER VERT VERTICAL W WEST or WIDTH W.C.WATER CLOSET W.H.WATER HEATER W.P.WATER PROOFING W/WITH W/O WITHOUT WD WOOD KEY TERM N.T.S.NOT TO SCALE N/A NOT APPLICABLE NO NUMBER O.C.ON CENTER O.D.OUTSIDE DIAMETER O.F.D.OVER FLOW DRAIN O.H.OVER HEAD O/OVER OBS OBSCURED OPER OPER(ATION)(ABLE) OPNG OPENING OPP OPPOSITE P-LAM PLASTIC LAMINATE P.A.PLANTING AREA P.C.C.PRECAST CONCRETE P.I.P.POURED IN PLACE P.L.PROPERTY LINE P.O.C.POINT OF CONNECTION P.S.I.POUNDS PER SQUARE INCH PERF PERFORATED PLAS PLASTER PLYWD PLYWOOD PROJ PROJECT PT(D)PAINT(ED) PVC POLYVINYL CHLORIDE R RADIUS R.O.ROUGH OPENING RCP REFLECTED CEILING PLAN REBAR REINFORCING BAR REF REFER(ENCE) REQ(D)REQUIRED RM ROOM RWD REDWOOD S SOUTH S.E.R.SOIL ENGINEER'S REPORT S.F.SQUARE FEET or FOOT S.L.SCORE LINE SCHED SCHEDULE SCW SOLID CORE WOOD SECT SECTION SGL SINGLE KEY TERM GA GAUGE GAL GALLON GALV GALVANIZED GL GLASS GRD GROUND GYP GYPSUM H HIGH H.B.HOSE BIB H.P.HIGH PERFORMANCE HDR HEADER HDWR HARDWARE HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING & AIRCONDITIONING I.D.INSIDE DIAMETER I.E.INVERT ELEVATION INT.INTEGRAL INV INVERT J.BOX JUNCTION BOX JT L LENGTH L.A.LANDSCAPE ARCHITECT L.P.LOW POINT LAM LAMINATE(D) LAV LAVATORY M.B.MACHINE BOLT M.E.MECHANICAL ENGINEER M.H.MAN HOLE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED.MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MULTI MULTI-TRUNK N NORTH N.I.C.NOT IN CONTRACT KEY TERM CONC CONCRETE COND CONDITION CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER CTSK COUNTERSINK D.D.DECK DRAIN D.G.DECOMPOSED GRANITE DBL DOUBKLE DIAM DIAMETER DIM DIMENSION DIVS DIVISIONS DN DOWN DRWR DRAWER DS DOWNSPOUT DTL DETAIL DWG DRAWING E EAST E.J.EXPANSION JOINT EA EACH EL ELEVATION ELEC ELECTRIC(AL) ENG.ENGINEER EQ EQUAL EQUIP EQUIPMENT EXP EXPANSION EXT EXTERIOR F.F.FINISH FLOOR F.F.E.FINISH FLOOR ELEVATION F.G.FINISH GRADE F.H.FIRE HYDRANT F.O.S.FACE OF STUD F.O.W.FACE OF WALL F.R.FIRE RATED F.S.FINISH SURFACE FDN FOUNDATION FIN FINISH FLR FLOOR FR FRAME FT FEET or FOOT FTG FOOTING KEY TERM #NUMBER &AND (E)EXISTING (N)NEW 15G GALLON SIZE - TREE 24"BOX SIZE - TREE @ AT A.ACRE A.C.ASPHALTIC CONCRETE A.D.AREA DRAIN A.F.F.ABOVE FINISH FLOOR A/C AIR CONDITIONING ADJ.ADJUSTABLE or ADJACENT AGG.AGGREGATE ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) AUTO AUTOMATIC B.S.BOTTOM OF STEP B.T.BROWN TRUNK B.W.BOTTOM OF WALL BD BOARD BLDG BUILDING BLKG BLOCKING BM BEAM BTWN BETWEEN BYD BEYOND C.A.B.COMPOSITE AGGREGATE BASE C.B.CATCH BASING C.F.CUBIC FOOT C.I.P.CAST IN PLACE C.J.COLD JOINT C.L.CENTER LINE CAB CABINET CEM CEMENT(ITOUS) CLG CEILING CLO CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN HARDSCAPE TAG PLANT TAG KEYNOTE TAG P-01 ERI DEF 48" BOX 1 ERI DEF PLANT TAG (SIMPLE) W-02 1 ANNO TEXT TYP. DIMENSIONS GRADING SYMBOLS 123.45 TW 120.45 BW 2% PROPOSED DRAINS SLOPE (123 . 4 5 ) EXISTING 3:1 SIMPLE CALLOUT LEADERS, TAGS & CALLOUTS X LX.XX # X LX.XX X LX.XX X LX.XX +0'-0" FG +0'-0" TW 1"=10' 0 30'20'10' SECTION CUT KEY DETAIL CUT KEY ELEVATION KEY DETAIL / ENLARGEMENT BUBBLE & KEY COLUMN BUBBLE ELEVATION TAG (R) ELEVATION TAG (L) NORTH ARROW SCALE SITE & DETAIL SYMBOLS ALIGN X CL 12 R @ 6" 11 T @ 12"UP CENTER LINE BREAKLINE ALIGN ADDENDUM NUMBER STAIR ARROW MATCHMATCHLINE SEE LX.XX 1" 1 1/4" R3/ 8 " 90Â° 9100 SW BURNHAM ST., TIGARD, OR 97223ADDRESS: MU-CBDZONING: 2S102AC00202TAX LOT ID: R1195860PROPERTY ACCOUNT ID: 9410PROPERTY CLASSIFICATION: NACNEIGHBORHOOD CODE: BURNHAM TRACT LOT 3LEGAL DESCRIPTION: 1.18 ACRESLOT AREA: GENERAL NOTES 23 May 2022 AS NOTED T1.00 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1.GENERAL: 1.1.THE PROVISIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SHALL BE A PART OF THESE CONTRACT DOCUMENTS EXCEPT AS SPECIFICALLY AGREED TO IN WRITING BY ALL PARTIES. 1.2.REFERENCES IN THESE NOTES TO APPLICABLE CODES SHALL INCLUDE COMPREHENSIVELY THE LATEST EDITION OF ALL FEDERAL, REGIONAL, STATE, CITY, FIRE DEPARTMENT AND LOCAL CODES, LAWS, ORDINANCES, ORDERS, RULES, AND GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH THE APPLICABLE CODES AND COMPLY FULLY AS REQUIRED. 1.3.REFERENCES IN THESE NOTES TO THE CONTRACTOR SHALL APPLY TO THE CONTRACTOR, THEIR AGENTS, ALL SUB CONTRACTORS AND ALL OTHERS EMPLOYED BY THE CONTRACTOR FOR THE PURPOSE OF THE EXECUTION OF THE WORK. 1.4.REFERENCES IN THESE NOTES TO THE BUILDING OWNER OR ARCHITECT SHALL INCLUDE ALL CONSULTING ENGINEERS AND AUTHORIZED AGENTS OR REPRESENTATIVES OF THESE PARTIES. 1.5.REFERENCES IN THESE NOTES TO THE WORK SHALL INCLUDE ALL ELEMENTS AND COMPONENTS OF THE CONTRACT DOCUMENTS, DRAWINGS, AND SPECIFICATIONS WHETHER OR NOT SPECIFICALLY IDENTIFIED. 2.CODES: 2.1.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LABOR CODES. DISCRIMINATION IN ANY FORM WILL NOT BE PERMITTED OR TOLERATED. 2.2.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAL, AND MECHANICAL, PLUMBING, FIRE PROTECTION, AND LIFE SAFETY CODES. 2.3.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND CONSTRUCTION SAFETY CODES. 2.4.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL EXISTING LIFE SAFETY PROVISIONS DURING THE COURSE OF CONSTRUCTION IN COMPLIANCE WITH APPLICABLE CODES, AND TO THE SATISFACTION OF THE BUILDING OWNER INCLUDING BUT NOT LIMITED TO EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, FIRE AND SECURITY ALARMS, RATED ENCLOSURES, AND OTHER PERTINENT PROVISIONS. 2.5.THE OWNER OR ARCHITECT DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH APPLICABLE CODES. 2.6.WHERE DISCREPANCIES OR CONFLICTS OCCUR BETWEEN APPLICABLE CODES AND/OR THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY UNLESS AGREED TO IN WRITING BY THE GOVERNING JURISDICTION. 3.LICENSING: 3.1.THE CONTRACTOR SHALL OBTAIN AND MAINTAIN IN FORCE A VALID LICENSE APPROPRIATE FOR THE WORK PERFORMED UNDER THIS CONTRACT AS REQUIRED. COPIES OF THESE LICENSES SHALL BE MADE AVAILABLE TO THE OWNER OR ARCHITECT UPON REQUEST. 4.BUILDING OWNER: 4.1.THE CONTRACTOR SHALL CONTACT THE BUILDING OWNER TO DETERMINE ALL RULES GOVERNING THE EXECUTION OF THE WORK WITHIN THE BUILDING AND PROJECT AREA AND SHALL FULLY COMPLY WITH SUCH RULES TO THE SATISFACTION OF THE BUILDING OWNER THROUGHOUT THE COURSE OF CONSTRUCTION. 4.2.ALL LIMITATIONS ON THE EXECUTION AND COMPLETION OF THE WORK SHALL BE IDENTIFIED PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS AND SHALL BE CONSIDERED AND INCLUDED IN THE COST OF THE WORK. 4.3.USE OF BUILDING FACILITIES AND/OR PROJECT AREA FOR DELIVERY, LOADING, STORAGE, TRANSPORT AND PLACEMENT OF MATERIALS AND EQUIPMENT NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK SHALL BE SCHEDULED AND APPROVED AS REQUIRED BY THE OWNER. 4.4.UNDER NO CIRCUMSTANCES WILL ADDITIONAL COMPENSATION BE ALLOWED FOR THE EXECUTION AND COMPLETION OF THE WORK SOLELY AS A RESULT OF THE OWNER'S REQUIREMENTS. 4.5.ALL PROJECT CORRESPONDENCE ORIGINATING FROM THE CONTRACTOR TO THE BUILDING OWNER OR ARCHITECT SHALL BE COPIED TO THE OTHER PARTY. 5.PROJECT SITE: 5.1.THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR THE COORDINATION OF THE WORK WITH ALL CONDITIONS AND DIMENSIONS OF THE PROJECT SITE AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION OF THE PLANS PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS FOR THE WORK. 5.2.UNDER NO CIRCUMSTANCES WILL ADDITIONAL COMPENSATION BE ALLOWED FOR THE EXECUTION OF THE WORK SOLELY AS A RESULT OF THE EXISTING CONDITIONS. 5.3.SUBMITTAL OF CONSTRUCTION BIDS SHALL BE DEEMED AS EVIDENCE THAT THE CONTRACTOR HAS REVIEWED THE EXISTING CONDITIONS AND HAS INCLUDED COSTS FOR THE INHERENT CONDITIONS AND/OR DIFFICULTIES WHICH AFFECT THE EXECUTION AND COMPLETION OF THE WORK. 5.4.THE CONTRACTOR SHALL FURNISH AND PAY THE COST OF ALL TEMPORARY SERVICES COMPLETELY AS REQUIRED FOR THE EXECUTION AND COMPLETION OF THE WORK. UPON COMPLETION OF THE WORK, SUCH TEMPORARY FACILITIES ARE TO BE REMOVED AND CONDITIONS RESTORED TO THEIR ORIGINAL STATE AT THE CONTRACTORS EXPENSE. 5.5.THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF THE WORK, AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM THE ACCUMULATION OF RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ABATE DUST NUISANCE AS NECESSARY. ALL RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF AS LAWFULLY REQUIRED. 5.6.MATERIALS AND EQUIPMENT SHALL BE REMOVED FROM THE PROJECT SITE AS SOON AS THEY ARE NO LONGER NECESSARY FOR THE EXECUTION OF THE WORK. 5.7.NO DEMOLITION TO BE PERFORMED OUTSIDE OF NORMAL CITY AND COUNTY CONSTRUCTION HOURS UNLESS OTHERWISE APPROVED IN ADVANCE BY THE OWNER, CITY AND/OR COUNTY REPRESENTATIVES. 6.PERMITS: 6.1.NO WORK IS TO BE PERFORMED WITHOUT PERMITS REQUIRED BY THE APPLICABLE CODES. 6.2.THE CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR THE COSTS OF ALL PERMITS, APPROVALS, TESTING, AND INSPECTIONS REQUIRED BY THE APPLICABLE CODES UNLESS AGREED TO IN WRITING PRIOR TO THE AWARD OF A CONTRACT FOR CONSTRUCTION. 6.3.THE CONTRACTOR SHALL PROVIDE COPIES OF ALL PERMITS AS REQUESTED BY THE BUILDING OWNER OR THE ARCHITECT. 7.CONTRACT DRAWINGS AND DOCUMENTS 7.1.ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH THE WORK. 7.2.DIMENSIONS ARE CONSIDERED TO BE "NOMINAL" UNLESS OTHERWISE NOTED. ALL MEASUREMENTS ARE TO FINISHED SURFACE UNLESS OTHERWISE NOTED. 7.3.ALL DIMENSIONS HAVE PREFERENCE OVER SCALE. DO NOT SCALE DRAWINGS. 7.4.IN THE EVENT THAT QUESTIONS ARISE WITH RESPECT TO THE INTENT OF THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION OF THE INTENT. 7.5.IT IS THE INTENTION OF THESE DOCUMENTS TO PROVIDE A PROJECT COMPLETE AND READY FOR OCCUPANCY IN EVERY RESPECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THIS RESULT AND SHALL NOTIFY THE ARCHITECT OF APPARENT DEFICIENCIES PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS. 7.6.THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ANY REQUESTS FOR MODIFICATIONS TO THE CONTRACT DOCUMENTS IN THE FORM OF FIELD DRAWINGS, SHOP DRAWINGS, SAMPLES OR OTHER MEANS APPROPRIATE WITH SPECIFIC CHANGES IDENTIFIED FOR REVIEW. 8.CONSTRUCTION FACILITIES 8.1.THE CONTRACTOR SHALL PROVIDE THROUGH THE COURSE OF CONSTRUCTION A JOBSITE OFFICE COMPLETE WITH TEMPORARY TELEPHONE SERVICE, EMAIL OR OTHER MEANS TO DISPLAY AND TRANSMIT ELECTRONIC MEDIA. THE ARCHITECT SHALL BE NOTIFIED AS TO THE TELEPHONE NUMBERS. 8.2.THE CONTRACTOR SHALL MAINTAIN ON THE PROJECT SITE A CURRENT SET OF THE CONSTRUCTION DOCUMENTS FOR REFERENCE BY ALL TRADES, AND SHALL UPDATE SUCH DOCUMENTS TO ENSURE COORDINATION OF ANY CHANGES WHICH OCCUR DURING THE CONSTRUCTION PHASE. 8.3.THE CONTRACTOR SHALL DESIGNATE A REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR AND SHALL BE PRESENT AT THE PROJECT SITE WHENEVER WORK IS IN PROGRESS. THE ARCHITECT SHALL BE NOTIFIED AS TO THE NAME OF THE REPRESENTATIVE. 8.4.THE CONTRACTOR SHALL PROVIDE AND REGULARLY MAINTAIN ADEQUATE SANITATION FACILITIES FOR CONSTRUCTION PERSONNEL THROUGH THE COURSE OF CONSTRUCTION AS REQUIRED BY CODE IN A LOCATION APPROVED BY THE BUILDING OWNER. 9.COORDINATION 9.1.THE CONTRACTOR, UPON COMMENCING WITH THE WORK SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE BUILDING OWNER AND THE ARCHITECT DESCRIBING THE CHRONOLOGICAL PHASES OF THE EXECUTION AND COMPLETION OF THE WORK. 9.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL SUBCONTRACTOR TRADES AND SHALL SCHEDULE THESE TRADES TO MAINTAIN A LOGICAL SEQUENCE FOR THE EXECUTION AND COMPLETION OF THE WORK. 9.3.THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWINGS FOR THE SIZE AND LOCATION OF WALL, FLOOR AND ROOF AND SHAFT OPENINGS, WALL OFFSETS, PROVISIONS FOR EQUIPMENT, ATTACHMENT AND MOUNTING OF FIXTURES, BACKING, INSERTS,OTHER EMBEDDED ITEMS, HARDWARE, PIPE, VENT, DUCT AND CONDUIT AND SCHEDULE THE INSTALLATION OF THESE ITEMS TO MAINTAIN A LOGICAL SEQUENCE FOR THE EXECUTION AND COMPLETION OF THE WORK. 9.4.THE CONTRACTOR SHALL ALSO COORDINATE AND COOPERATE WITH ALL OTHER TRADES UNDER SEPARATE CONTRACT WITH THE OWNER TO MAINTAIN A LOGICAL SEQUENCE FOR THE EXECUTION AND COMPLETION OF THE PROJECT. 10.PROTECTION: 10.1.THE CONTRACTOR SHALL PROTECT EXISTING CONDITIONS AND NEW CONSTRUCTION FROM DAMAGE DURING CONSTRUCTION. 10.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE AREA OF WORK AS REQUIRED TO PREVENT DAMAGE AND/OR LOSS OF MATERIALS, EQUIPMENT, AND PRODUCTS ASSOCIATED WITH THE WORK. 10.3.THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED FOR SUPPORT OF ALL CONSTRUCTION LOADS AND PROTECTION OF EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND/OR CONSTRUCTION. 10.4.THE CONTRACTOR SHALL PROTECT ALL COMPLETED WORK FROM THE DETRIMENTAL EFFECTS OF THE SUBSEQUENT PHASES OR TRADES AS NECESSARY TO PREVENT DAMAGE AND DEFECTS. 10.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL, REPAIR, AND REPLACEMENT OF ALL DAMAGED AND DEFECTIVE MATERIALS AND WORKMANSHIP TO THE SATISFACTION OF THE BUILDING OWNER AND THE ARCHITECT. 11.MATERIALS AND WORKMANSHIP: 11.1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE NATIONAL ASSOCIATIONS OF THE VARIOUS TRADES. 11.2.UNLESS NOTED TO THE CONTRARY, ALL MATERIALS AND EQUIPMENT ARE TO BE NEW. 11.3.ONLY COMPETENT WORKERS SKILLED IN THEIR RESPECTIVE TRADES SHALL BE EMPLOYED ON THE WORK. 11.4.THE ARCHITECT SHALL HAVE ACCESS TO THE PROJECT SITE AT ALL TIMES DURING THE EXECUTION OF THE WORK. 11.5.WORKMANSHIP PROVIDED FOR THE EXECUTION AND COMPLETION OF THE WORK SHALL CONFORM TO THE HIGHEST STANDARDS OF THE TRADE. 11.6.MATERIALS SHALL BE MANUFACTURED, HANDLED, AND INCORPORATED INTO THE WORK IN A WORKMANLIKE MANNER AND IN CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE MANUFACTURER. 11.7.WHERE REQUIRED BY APPLICABLE CODES, MATERIALS SHALL BEAR MARKINGS AND IDENTIFICATION AS REQUIRED. 12.SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES: 12.1.THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT OR TO THE OWNER SHOP DRAWINGS, PROJECT DATA, SAMPLES AND SIMILAR SUBMITTALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SUBMITTAL SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE ARCHITECT AND/OR CONSULTING ENGINEERS. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND SAMPLES. 12.2.WHEN PROFESSIONAL CERTIFICATION OF PERFORMANCE CRITERIA OF MATERIALS, SYSTEMS, OR EQUIPMENT IS REQUIRED BY THE CONSTRUCTION DOCUMENTS, THE ARCHITECT SHALL BE ENTITLED TO RELY UPON THE ACCURACY AND COMPLETENESS OF SUCH CALCULATIONS AND CERTIFICATIONS. 12.3.SAMPLES OF ALL FINISHES, COLORS AND MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING OF PRODUCTS OR COMMENCING RELATED WORK. 12.4.SUBSTITUTIONS OF MATERIALS HAVING LIKE QUALITY TO THOSE SPECIFIED OR NOTED WILL BE CONSIDERED BY THE ARCHITECT. WHERE DESIGN OR DETAIL MODIFICATIONS ARE REQUIRED TO INCORPORATE THESE SUBSTITUTIONS, THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS AND DATA TO THE ARCHITECT FOR APPROVAL AS REQUESTED TO VERIFY THE QUALITY AND CHARACTER OF THE PRODUCTS AND SHOWING THEIR CORRECT INCORPORATION INTO THE PROJECT. THE CONTRACTOR SHALL NOT MAKE CHANGES WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 12.5.PRIOR TO SUBMISSION TO THE ARCHITECT, THE CONTRACTOR SHALL CHECK ALL SHOP DRAWINGS AND OTHER SUCH DATA FOR QUANTITY, SIZE AND DIMENSIONS. ARCHITECT WILL ANSWER QUESTIONS RAISED AND WILL MAKE DETERMINATIONS REGARDING QUALITY OF MATERIAL AND EQUIPMENT, DESIGN AND ARRANGEMENT DECISIONS AND COLOR SELECTIONS BUT WILL NOT BE RESPONSIBLE FOR QUANTITY, SIZE OR DIMENSIONAL ERRORS. SUBMIT THREE COPIES OF DRAWINGS REQUESTED, ONE TO BE RETAINED BY THE ARCHITECT. 12.6.THE CONTRACTOR SHALL MEET WITH THE ARCHITECT AND VERIFY ALL PORTIONS OF THE WORK TO BE UNDERTAKEN ON A "DESIGN-BUILD BASIS." THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S REVIEW PRODUCT DATA OF ALL FIXTURES AND SHALL VERIFY THEIR LOCATION WITH THE ARCHITECT PRIOR TO INSTALLATION. 13.CLOSEOUT: 13.1.UPON COMPLETION OF THE WORK, CONTRACTOR SHALL LEAVE SITE AND BUILDING CLEAN AND SUITABLE FOR OCCUPANCY TO THE SATISFACTION OF THE ARCHITECT AND THE BUILDING OWNER. 13.2.A LIST OF CORRECTIVE MEASURES REQUIRED FOR COMPLETION SHALL BE DEVELOPED BY THE CONTRACTOR AND ADDRESSED BY THE CONTRACTOR IN AN EXPEDITIOUS MANNER. 13.3.ALL CONSTRUCTION ACCESS PATHS, DELIVERY AND STORAGE AREAS, SHAFTS, PLENUMS, CONCEALED SPACES, AND OTHER AREAS AFFECTED BY CONSTRUCTION OPERATIONS SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF THE ARCHITECT AND THE BUILDING OWNER. 13.4.THE CONTRACTOR SHALL PROVIDE RECORDS OF ALL INSPECTIONS AND TESTS PERFORMED IN CONJUNCTION WITH THE WORK AS WELL AS ALL MANUFACTURERS' WARRANTIES, GUARANTIES, INSTRUCTION SHEETS, AND PARTS LISTS PROVIDED FOR MATERIALS AND EQUIPMENT INCORPORATED INTO THE WORK. 13.5.CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF AT LEAST ONE YEAR BEYOND THE DATE OF COMPLETION UNLESS SPECIFICALLY AGREED TO IN WRITING PRIOR TO THE AWARD OF A CONTRACT FOR CONSTRUCTION. 13.6.CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AT OCCUPANCY THE APPROPRIATE CERTIFICATE(S) OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO OPERATE THEM EFFICIENTLY. THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS SET FORTH BY THE 2019 CALIFORNIA BUILDING STANDARDS COMMISSION "CALIFORNIA ENERGY CODE." 13.7.CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE. GENERAL NOTES: SHEET INDEX 23 May 2022 ######## T1.01 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 SHEET INDEX GENERAL SHEET NO.SHEET NAME T0.00 TITLE SHEET T1.00 GENERAL NOTES SHEET NO.SHEET NAME C-001 LEGEND, NOTES, AND ABBREVIATIONS C-100 EXISTING CONDITIONS PLAN C-300 SITE PLAN C-400 GRADING AND FLOOD PLAN C-500 UTILITY PLAN C-501 UTILITY PLAN ENLARGEMENT C-600 STORM DRAINAGE PLAN C-801 ESC NOTES C-802B ESC - PHASE 1 DEMO, CLEARING, MASS GRADING C-804 ESC DETAILS C-805 ESC DETAILS SHEET NO.SHEET NAME L1.10 OVERALL PLAN L2.00 HARDSCAPE NOTES & SCHEDULE L2.10 HARDSCAPE PLAN L5.10 HARDSCAPE DETAILS L5.60 CUSTOM BENCH DETAILS L5.61 CUSTOM BENCH DETAILS L5.62 CUSTOM BENCH DETAILS L5.63 CUSTOM BENCH DETAILS L5.64 CUSTOM BENCH DETAILS L5.65 CUSTOM BENCH DETAILS L5.70 COMMUNITY TABLES PLAN L5.71 COMMUNITY TABLES DETAILS L5.72 COMMUNITY TABLES DETAILS L5.73 COMMUNITY TABLES DETAILS L5.90 SITE FURNISHING DETAILS L7.00 PLANTING NOTES & SCHEDULE L7.10 PLANTING PLAN L7.50 PLANTING DETAILS L6.10 IRRIGATION PLANS L6.20 IRRIGATION LEGEND AND NOTES L6.30 IRRIGATION DETAILS L6.40 IRRIGATION DETAILS L5.80 CUSTOM PORCH SWING DETAILS L5.74 COMMUNITY TABLES DETAILS L5.75 COMMUNITY TABLES DETAILS SHEET NO.SHEET NAME A2.01 SITE PLAN A2.02 ENLARGED ROOF PLAN A2.03 ENLARGED RCP A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A6.01 DOOR SCHEDULES A6.02 SCHEDULES A7.01 INTERIOR ELEVATIONS A7.02 INTERIOR ELEVATIONS A9.01 DETAILS A9.10 DETAILS A9.40 DETAILS CIVIL LANDSCAPE ARCHITECTURE SHEET NO.SHEET NAME S001 DRAWING INDEX AND ABBREVIATIONS - STRUCTURAL S002 GENERAL STRUCTURAL NOTES S003 GENERAL STRUCTURAL NOTES S201 FOUNDATION AND ROOF FRAMING PLANS S501 TYPICAL CONCRETE DETAILS S502 TYPICAL STRUCTURAL MASONRY S503 CONCRETE DETAILS S601 WOOD / STEEL DETAILS STRUCTURAL MECHANICAL SHEET NO.SHEET NAME M0.01 SYMBOLS LIST AND GENERAL NOTES - MECHANICAL M2.01 FLOOR PLAN - MECHANICAL ELECTRICAL SHEET NO.SHEET NAME E0.01 SYMBOLS LIST AND GENERAL NOTES - ELECTRICAL E1.00 SITE PLAN - ELECTRICAL E1.00PH SITE PLAN PHOTOMETRICS - ELECTRICAL E2.01 FLOOR PLAN - POWER AND SIGNAL E3.01 REFLECTED CEILING PLAN - LIGHTING E6.01 SCHEDULES - ELECTRICAL E6.02 SCHEDULES - ELECTRICAL PLUMBING SHEET NO.SHEET NAME P0.01 SYMBOLS LIST AND GENERAL NOTES - PLUMBING P0.02 SCHEDULES - PLUMBING P2.01 FLOOR PLAN - PLUMBING WATER FEATURE SHEET NO.SHEET NAME W0.01 WATER FEATURE GENERAL NOTES W1.00 WATER FEATURE SITE PLAN W1.10 WATER FEATURE FINISHES PLAN W1.11 WATER FEATURE BASIN PLAN W1.20 WATER FEATURE ELEVATIONS W1.30 WATER FEATURE SECTION W1.55 WATER FEATURE TYPICAL DETAILS W1.61 WATER FEATURE PIPING SCHEMATICS W1.71 WATER FEATURE ELEC. SCHEMATICS W1.81 WATER FEATURE VAULT PLAN W1.82 WATER FEATURE PIPING PLAN W1.50 WATER FEATURE DETAILS W1.83 WATER FEATURE VAULT ELEVATION W1.84 WATER FEATURE VAULT ELEVATION W1.85 WATER FEATURE VAULT ELEVATION SIGNAGE SHEET NO.SHEET NAME SG1.0 PROJECT INFORMATION SG2.0 TABLE OF CONTENTS SG3.0 MATERIALS, COLORS, TYPOGRAPHY SG4.0 SITE LOCATION PLAN SG5.0 A1 MONUMENT SIGN SG7.0 A1 MONUMENT SIGN DETAIL SG16.0 R2 RESTROOM ID SG17.0 R3 PARK RULES SG18.0 SIGN SCHEDULE SG14.0 A5 WATER RULES T1.01 SHEET INDEX C-200 DEMOLITION PLAN C-301 POND, BERM, AND PAVEMENT TABLES C-502 UTILITY PROFILES C-800 ESC COVER SHEET C-802A ESC - PHASE 1 DEMO, CLEARING, MASS GRADING C-900 DETAILS C-803A ESC - PHASE 2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION C-803B ESC - PHASE 2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION C-901 DETAILS C-903 DETAILS C-902 DETAILS C-904 DETAILS S004 SPECIAL INSPECTIONS AND TESTING S005 SPECIAL INSPECTIONS AND TESTING S006 SPECIAL INSPECTIONS W1.12 WATER FEATURE PEN. DIM. PLAN W1.13 WATER FEATURE CON. DIM. PLAN W1.60 WATER FEATURE MEP SYMBOLS & ABBREVIATIONS WATER FEATURE PIPING PLANW1.86 SG6.0 A1 MONUMENT SIGN, COLOR ALT. SG8.0 A2 GROUND GRAPHICS ADD/ALT SG9.0 A2 GROUND GRAPHICS, CONTINUED ADD/ALT SG10.0 A2 GROUND GRAPHICS, CONTINUED ADD/ALT SG11.0 A3 INTERPRETIVE SIGN SG12.0 A4 MURAL SG13.0 A4 MURAL, ALT SG15.0 R1 TACTILE ID SG19.0 GENERAL NOTES SG20.0 GENERAL NOTES SG21.0 GENERAL NOTES C0.1 COVER SHEET AND NOTES C1.0 EXISTING CONDITIONS C3.0 STORMWATER MANAGEMENT PLAN C3.2 STORMWATER SECTIONS C4.0 STANDARD DETAILS C4.1 STANDARD DETAILS C2.0 GRADING PLAN C3.1 STORMWATER PLAN AND PROFILE SHEET NO.SHEET NAME CIVIL - PUBLIC FACILITIES IMPROVEMENT PERMIT SET WATER FEATURE CONDUIT PLANW1.87 PUBLIC FACILITIES IMPROVEMENT (PFI) PERMIT SET UNIVERSAL PLAZA TIGARD, OREGON MAP FROM: Google Map Â© SCALE:NTS VICINITY MAP OWNER:CITY OF TIGARD13125 SW HALL BLVDTIGARD, OREGON 97223TEL: 503-639-4171 CONTACT: SEAN FARRELLY ARCHITECT:RIOS 3101 W EXPOSITION PLACELOS ANGELES, CA 90018TEL:323-785-1800CONTACT: PETER EMERSON STRUCTURAL ENGINEER:KPFF CONSULTING ENGINEERS111 SW 5TH AVE. SUITE 2600PORTLAND, OR 97204TEL:503-227-3251CONTACT: STUART FINNEY CIVIL ENGINEER:KPFF CONSULTING ENGINEERS111 SW FIFTH AVENUE, SUITE 2600PORTLAND, OREGON 97204TEL:503-227-3251CONTACT: DAAN DOMMELS ELECTRICAL ENGINEER:INTERFACE100 SW MAIN ST., STE. 1600PORTLAND, OR 97204TEL: 503-382-2266CONTACT: ROB MATTESON MECHANICAL/PLUMBING ENGINEER:INTERFACE 100 SW MAIN ST., STE. 1600PORTLAND, OR 97204TEL: 503-382-2266CONTACT: MARK O'LEARY LANDSCAPE ARCHITECT:RIOS3101 W EXPOSITION PLACELOS ANGELES, CA 90018TEL: 323-785-1800CONTACT: PETER EMERSON FLUIDITY:FLUIDITY DESIGN CONSULTANTS3780 WILSHIRE BLVD., STE. 230LOS ANGELES, CA 90010TEL: 213-739-9291CONTACT: JIM GARLAND PROJECT CONTACTS Call before you dig. or 800-332-2344 AC ASPHALT CONCRETEADAREA DRAINAPPROXAPPROXIMATEB BOLLARDBLDG BUILDINGBOW BACK OF WALKBS BOTTOM OF SWALEBOTTOM OF STAIRBW BOTTOM OF WALLCB CATCH BASINCL CENTERLINECMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEANOUTCONC. CONCRETECOTGCLEANOUT TO GRADECP CONTROL POINTÎ”DELTAD/W DRIVEWAYDIA.,Ã˜ DIAMETERDIP DUCTILE IRON PIPEE EASTINGEXIST./EX EXISTINGFDC FIRE DEPARTMENT CONNECTIONFF FINISH FLOOR ELEVATIONFG FINISH GRADEFH FIRE HYDRANTFL FLOWLINEFND FOUNDATIONG GUTTERGB GRADE BREAKGL GAS LINEGV GATE VALVEH HEIGHTHCP HANDICAP PARKING SPACEHP HIGH POINTIDINSIDE DIAMETERIE INVERT ELEVATIONINV INVERTIRR. IRRIGATIONLPLIGHT POLEMH MANHOLEMIN MINIMUMN NORTHINGO.D OUTSIDE DIAMETEROF OUTFALLOVH/OH OVERHEADP/L PROPERTY LINEPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREPCR POINT OF CURB RETURNPED PEDESTRIANPIV POST INDICATOR VALVEPM PARKING METERPOC POINT ON CURVEPP POWER POLEPRC POINT OF REVERSE CURVATUREPT POINT OF TANGENTP.U.E PUBLIC UTILITY EASEMENTPVC POLYVINYL CHLORIDEPVMT PAVEMENTPVT PRIVATER RIMRD ROOF DRAINR.O.W RIGHT-OF-WAYS SLOPE (FT/FT)SD STORM DRAIN SDMH STORM DRAIN MANHOLESHT SHEETSS SANITARY SEWERSSMH SANITARY SEWER MANHOLEST STREETSTA STATIONSTD STANDARDS/W SIDEWALKTC TOP OF CURBTD TRENCH DRAINTG TOP OF GROUNDTP TOP OF PAVEMENTTRANS. TRANSFORMERTS TOP OF STAIRTW TOP OF WALLTOP OF WALKTYP TYPICALUG UNDERGROUNDUGE UNDERGROUND ELECTRICUNOUNLESS NOTED OTHERWISEW WATERW/ WITHWCR WHEEL CHAIR RAMPWM WATER METERWV WATER VALVE ABBREVIATIONS PROJECT SITE CITY OF TIGARD GENERAL CONDITIONS 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THETIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORKTO BE DONE PURSUANT TO THIS PERMIT. 2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'SSTANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFICCONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINEDWRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OFTIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICEDEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICEPROVIDERS. 5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORINGPUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERYSERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS ISESTABLISHED. 7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTIONWORK AND SHALL BE EFFECTIVELY MAINTAINED. 8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M.UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIALROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2â€ OF HOTMIX ASPHALT. 11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDEDFOR. 12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BENECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'SPRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR APRECONSTRUCTION MEETING. 14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGEDINSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALLAMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTSAND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANYOF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROMOBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BEAVAILABLE AT THE WORK AREA. 17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANYPUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATIONOF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TOACCOMPLISH CLEAN-UP. 18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED ANDMAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIMEORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS,FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED,REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE ANDSHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM ISNOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORKTO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BEOBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES,CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERSEXPENSE. 22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTALLOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISEAND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERSEXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTORSHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ONTRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BELEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FORHAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES,ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGEWHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALLBE DONE AT THE PERMIT HOLDERS EXPENSE. 25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADETO 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 ENGINEERALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION,THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEERSHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCHBASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIRRESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF)FILE AND ONE 11X17 COPY OF AS-BUILTS. 26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER ORBOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW ANDAPPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 27.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS,TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 28.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THEPERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL ORCONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMITHOLDER'S EXPENSE. 29.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TOTHE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCERESOLUTION AND OWNER SATISFACTION. 30.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENTSHALL BE AT THE PERMIT HOLDERS EXPENSE. 31.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OFASPHALT HAVE BEEN PLACED. 32.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUREMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKECORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMITHOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 33.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THENAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLEFOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P -EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 34.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OREASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMITHOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 35.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCEVIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OFNOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINALLIFT. 36.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANYDEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OFTHE FACILITY. 37.(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 SAIDFACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THEPUBLIC IMPROVEMENTS. ON OCTOBER 1ST/ OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THEDEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITYCREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINALACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATIONAND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 1.THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILLWORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRECONSTRUCTION-DEVELOPMENT PLAN SET. 2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TOEFFECT CORRECTIVE ACTION, AT ANY TIME. 3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDERSTOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTSSHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TOGRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUMDENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. 5.STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ONEXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET.IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BECONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THESTARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1Â½" â€“ 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITHTHE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVEFEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUMOF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILARMATERIAL EXCEEDING A 12INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OFSTARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. 8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILSAND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THEENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BEREQUIRED FOR EACH 2 FEET OF FILL. 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). CITY OF TIGARD GENERAL NOTES - GRADING PLAN PERMITS CITY OF TIGARD STORM AND SANITARY NOTES 1.ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM,DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS.BLOCKOUTS ARE TO BE LOCATED 5â€™ FROM PROPERTY LINES. 3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FULLAREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL AREAS IS 90%. 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OFCLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETEDINCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THEAMERICAN PUBLIC WORKS ASSOCIATION MANUAL â€“ OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWERLINES MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE2â€X4â€ MARKER EXTENDING A MINIMUM 12â€ ABOVE THE GROUND WITH THE END PAINTED IN WHITE. ATTACHMAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). 8.NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 9.STORM LATERALS WILL BE 4â€ DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESSOTHERWISE NOTED ON PLANS. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED â€œDâ€ IN THE CURB. 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8(TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES â€œDESIGNAND CONSTRUCTION STANDARDSâ€. 12.SANITARY LATERALS WILL BE 4â€ DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%UNLESS OTHERWISE NOTED ON PLANS. 13.ALL SANITARY LATERALS SHALL BE STAMPED â€œSâ€ IN THE CURB 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2â€X4â€MARKER EXTENDING A MINIMUM 12â€ ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACHMAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST) 15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITARY MANHOLE IN PAVED AREAS EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C0.15/20/22 5:45pm ABrooks 0470-C0.1-COVR.dwg C0.1 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 0 . 1 - C O V R . d w g T A B : C 0 . 1 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 4 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 COVER SHEET AND NOTES 1 XX AB SB SHEET INDEX Sheet Number Sheet Title C0.1 COVER SHEET AND NOTES C0.2 NOTES C1.0 EXISTING CONDITIONS C1.1 EXISTING CONDITIONS C2.0 GRADING PLAN C3.0 STORMWATER MANAGEMENT PLAN C3.1 STORMWATER PLAN AND PROFILE C3.2 STORMWATER SECTIONS C4.0 STANDARD DETAILS C4.1 STANDARD DETAILS PERMIT REV 102/24/221 1 2022.05.20 21:23:24-07'00' CITY OF TIGARD WATER CONSTRUCTION NOTES 1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNINGCONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS.2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE ATALL TIMES.3.CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS.4.NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE APRE-CONSTRUCTION MEETING. TELEPHONE 639-4171.5.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS.6.ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION.7.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPESHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESSOTHERWISE SPECIFIED. 8.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 34"-0" GRAVEL.9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUTEXTENSIONS WILL BE REQUIRED.10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED ATEACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS).11.A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, ANDREMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2"IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY.12.FIR HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6" MJ X MJ HOLDINGSPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2Â½" NST HOSECONNECTION, 1-4Â½" NST PUMPER), 1Â½" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVEDEQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1Â½ CUBIC YARDS OFCRUSHED 2" â€“ Â¾" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROMEARTH COVER.14.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BEENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THECROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH ATLEAST 18" OF SEPARATION BELOW THE WATER LINE.15.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BEPRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI.16.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BECLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATEHEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED.DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUMHYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER ISALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIEDSTRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALLNONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD,THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION,FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY ANDBACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN ANAPPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATEDILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATEDBY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOURRETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW.17.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THESAMPLING STATION SHALL BE 2'-0" BURY, WITH A Â¾" FIPT(FEMALE IRON PIPE THREAD) INLET, AND A Â¾" UNTHREADEDHOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CASTHOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILLFLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVEGROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BEPUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIORPIPING WILL BE BRASS, AND A Â¼" BALL VALVE SHALL BE PROVIDED IN PLACE OF THE Â¼" PET COCK ON THE VENT PIPE.18.TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF STREETS. WATERMETERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATERMETERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOWPREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDEOF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, ANDINSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOWPREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOWPREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPWWATER DIVISION, BEFORE WATER SERVICES CAN BEGIN.19.UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OFTHE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD,ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATINGMASTER MAP, INTERSECTION MAPS, ETC. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C0.25/20/22 5:45pm ABrooks 0470-C0.1-COVR.dwg C0.2 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 0 . 1 - C O V R . d w g T A B : C 0 . 2 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 4 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 NOTES 2 XX AB SB PERMIT REV 102/24/221 1 2022.05.20 21:19:15-07'00' 6+ 0 0 7+ 0 0 SM H 7 R I M = 1 5 1 . 7 4 ' IE ( N W ) 8 " C O N C = 1 4 4 . 7 8 ' IE ( N E ) 6 " C O N C = 1 4 4 . 9 8 ' IE ( S E ) 8 " C O N C = 1 4 4 . 8 3 ' GA S F I N K DM H 6 R I M = 1 5 1 . 5 3 ' IE ( N W ) 1 8 " C O N C = 1 4 6 . 8 6 ' IE ( S E ) 1 8 " C O N C = 1 4 6 . 8 7 ' IE ( S ) 1 2 " D I = 1 4 7 . 5 3 ' CB 8 R I M = 1 5 1 . 4 3 ' IE ( N ) 1 2 " D I = 1 4 7 . 8 ' IE ( S W ) 8 " P V C = 1 4 7 . 6 5 ' BT M = 1 4 6 . 3 8 ' ( D E B R I S ) DC O R I M = 1 5 1 . 0 4 ' CB 1 2 R I M = 1 5 0 . 7 8 ' IE ( N ) 8 " D I = 1 4 7 . 7 3 ' CB 1 1 R I M = 1 5 0 . 7 9 ' IE ( N E ) 1 2 " D I = 1 4 7 . 7 4 ' DC O R I M = 1 5 0 . 5 5 ' CO M M . V A U L T 6+ 0 0 7+ 0 0 EB C GV EB HY D EB WM EB C GV IV CO M M . V A U L T WM 1751151.69WM D D S SM H 7 R I M = 1 5 1 . 7 4 ' IE ( N W ) 8 " C O N C = 1 4 4 . 7 8 ' IE ( N E ) 6 " C O N C = 1 4 4 . 9 8 ' IE ( S E ) 8 " C O N C = 1 4 4 . 8 3 ' GA S F I N K DM H 6 R I M = 1 5 1 . 5 3 ' IE ( N W ) 1 8 " C O N C = 1 4 6 . 8 6 ' IE ( S E ) 1 8 " C O N C = 1 4 6 . 8 7 ' IE ( S ) 1 2 " D I = 1 4 7 . 5 3 ' CB 8 R I M = 1 5 1 . 4 3 ' IE ( N ) 1 2 " D I = 1 4 7 . 8 ' IE ( S W ) 8 " P V C = 1 4 7 . 6 5 ' BT M = 1 4 6 . 3 8 ' ( D E B R I S ) DC O R I M = 1 5 1 . 0 4 ' CB 1 2 R I M = 1 5 0 . 7 8 ' IE ( N ) 8 " D I = 1 4 7 . 7 3 ' CB 1 1 R I M = 1 5 0 . 7 9 ' IE ( N E ) 1 2 " D I = 1 4 7 . 7 4 ' DC O R I M = 1 5 0 . 5 5 ' CO M M . V A U L T DM H 5 R I M = 1 5 1 . 2 6 ' IE ( N W ) 1 8 " C O N C = 1 4 6 . 6 6 ' IE ( S E ) 1 8 " C O N C = 1 4 6 . 6 8 ' IE ( S W ) 1 2 " D I = 1 4 7 . 6 3 ' 1 5 0 149 1 5 1 SW BURNHAM STREET EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C1.05/20/22 5:45pm ABrooks 0470-C1.0-EXST.dwg C1.0 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 1 . 0 - E X S T . d w g T A B : C 1 . 0 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 4 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 X XX XXX XXX EXISTING CONDITIONS SCALE 05 1 INCH = 5 FEET 5 10 A PORTION OF LOT 3 "BURNHAM TRACT" LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON - SANITARY SEWER MANHOLE - STORM DRAIN MANHOLE S D ST SS C W G OH - UNDERGROUND STORM DRAIN LINE - UNDERGROUND SANITARY SEWER LINE - UNDERGROUND COMMUNICATION LINE - UNDERGROUND WATER LINE - UNDERGROUND NATURAL GAS LINE - OVERHEAD UTILITY LINE - FENCE LINE- CLEAN OUT IV - IRRIGATION CONTROL VALVE GV - GAS VALVE GM - GAS METER TV - UNDERGROUND CABLE TV LINE - CONCRETE - MAIL BOX E - UNDERGROUND ELECTRIC LINE - LINE CONTINUES TO UNKNOWN LOCATION - DECIDUOUS TREE (DTR) - EVERGREEN TREE (ETR) EXAMPLE 12" DTR 5 DIAMETER TYPE NO. OF TREES FROM ONE BASE - CATCH BASIN - LUMINAIRE - COMM JUNCTION BOX - WATER VALVE - WATER METERWM LEGEND - ELECTRIC METEREM - UTILITY POLE - FIRE HYDRANTHYD - GUY ANCHOR EB - ELECTRIC JUNCTION BOX C - COMM RISER ~ DMH CB FI - STORM DRAIN MANHOLE - CATCH BASIN - FIELD INLET SMH - SANITARY SEWER MANHOLE - ASPHALT CB T - UNDERGROUND TELEPHONE LINE SIG - UNDERGROUND TRAFFIC SIGNAL LINE TP MW - SURVEY CONTROL POINT - FOUND SURVEY MONUMENT TOPOGRAPHIC SURVEY NOTES 1. THIS SURVEY MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN ARE ALL THE UTILITIES INTHE AREA. THE UNDERGROUND UTILITIES SHOWN ARE BASEDON LOCATE PAINT MARKINGS IN THE FIELD AND AS-BUILTMAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACTLOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED ASACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THEGROUND. THE PAINT MARKINGS ON THE GROUND WEREPROVIDED BY ONE CALL UTILITY LOCATES [811]. THE LOCATES IN RED BEING SHOWN ARE FROM AS-BUILT MAPSPROVIDED BY THE UTILITY PROVIDERS THE UTILITY LOCATECOMPANIES AND GIS INFORMATION. 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN AREAPPROXIMATE AND BASED ON VISIBLE ABOVE GROUNDEVIDENCE AND AS-BUILT MAPS. 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD83 (2011) EPOCH 2010.00 OREGON NORTH 3601,INTERNATIONAL FEET. GPS OBSERVATIONS USING THE OREGONREAL TIME NETWORK (ORGN) WERE HELD AT CONTROL POINTNUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTSWERE TAKEN BETWEEN ALL OF THE INTERVISIBLE CONTROLPOINTS. 4. THE VERTICAL DATUM IS NGVD 29(CITY OF TIGARD DATUM).AN ELEVATION OF 169.45' WAS HELD AT CITY OF TIGARD BENCHNUMBER 78. A BRASS DISC AT THE NW SIDE OF PACIFICHIGHWAY AT THE SW END OF THE CONCRETE ENTRANCE TO ST.ANTHONY SCHOOL. ~~ ~ ~ SH ED ST E V E N S O N , M I C H A E L J . & K A Y L . 90 4 0 S W B U R N H A M S T TI G A R D , C I T Y O F 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 4 CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 91 1 0 S W B U R N H A M S T CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 3 FA N N O C R E E K CB R I M = 1 5 0 . 6 8 ' TO P H 2 0 = 1 5 0 . 0 8 ' BO T T O M ( D E B R I S ) = 1 4 8 . 9 8 ' CB R I M = 1 5 1 . 1 4 ' TO P H 2 0 = 1 5 0 . 4 4 ' BO T T O M ( D E B R I S ) = 1 4 8 . 6 4 ' FI N I S H F L O O R = 1 5 1 . 5 ' (C R E E K L O C A T E D T O T O P O F B A N K A N D AD J A C E N T S L O P E O N L Y ) 150 144 ~ 185354.388" DTR 3 185456.088" DTR 3 185557.8016" ETR 185652.968" DTR 6 185753.9510" DTR 185853.3819" DTR 3 186154.1814" DTR 186253.9512" DTR 186354.1110" DTR 186453.927" DTR 186553.3416" DTR 186652.5710" DTR 186751.958" DTR 186854.408" DTR 186955.2030" ETR 187054.5410" DTR 187156.4412" DTR 187255.0914" DTR 3 187355.9314" DTR 2 187455.578" DTR 187555.3724" DTR 187654.5736" DTR 3 187754.8610" DTR 187856.0415" DTR 2 187955.847" DTR 188055.9012" DTR 2 188156.726" DTR 188256.007" DTR 188355.8610" DTR 188458.046" DTR 2 188555.0316" DTR 188661.808" DTR 2 188759.9827" DTR 2 188855.4410" ETR 426856.7812" DTR 2 426957.2212" DTR 427057.855" DTR 427359.57SHRUB 427459.68SHRUB 427559.51SHRUB 254356.298" DTR 254457.068" DTR 254557.603" DTR 254657.9012" DTR 254758.8310" DTR 254858.498" DTR 230457.869" DTR 230557.868" DTR 230660.54SHRUB 230760.35SHRUB 230860.44SHRUB 230960.32SHRUB 231060.40SHRUB 231160.50SHRUB 231260.51SHRUB 231360.08SHRUB 231460.40SHRUB SH E D (T H I S A R E A S H O T F O R E L E V A T I O N S O N L Y ) (C R E E K L O C A T E D T O T O P O F B A N K A N D A D J A C E N T S L O P E O N L Y ) 4" B L O C K W A L L CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 13 1 2 5 S W H A L L B L V D . 2S 1 0 2 A C 0 0 2 0 2 15 ' W I D E SA N I T A R Y S E W E R EA S E M E N T 30 ' W I D E SA N I T A R Y S E W E R EA S E M E N T BO O K , 8 9 0 PA G E , 7 5 3 30148.98CP MAG SPK 31151.87CP MAG SPK 2549150.67SGN 2550150.60LUM SMAL L 2551150.13LUM SMALL 2552150.20LUM SMA L L 2553150.70LUM SMAL L IV 2554149.70 IRR 6DI A IV 2555149.24IRR 6DIA SM A L L L I G H T P O S T S 2132150.45UPOLE DRO P X 2 2134150.62GUY GV 2135151.87GV 2136151.93WV 2137152.02WV 2142152.56SGN 2143152.67SGN 2144152.48 BOL2145152.46BOL 2146152.50SGN 2147152.26SGN 2148152.27SGN EB2149152.62EJB 2150152.51LUM 144 ~ ~ IE 1 2 " D I = 1 4 9 . 5 8 ' CB C I 2 1 # 2 1 2 6 RI M = 1 5 2 . 4 6 ' IE ( S W ) 1 0 " CO N C = 1 5 0 . 0 6 ' BT M = 1 4 8 . 7 0 ' CB F I #2 1 3 0 RI M = 1 4 9 . 0 7 ' DM H 2 2 # 2 1 2 4 RI M = 1 5 2 . 5 2 ' IE ( N E ) 1 0 " D I = 1 4 9 . 9 8 ' IE ( S E ) 1 2 " D I = 1 4 9 . 9 0 ' IE ( S W ) C O V E R D W / S L E E V E = 5 2 . 5 3 ' BT M = 1 4 9 . 6 3 ' ( T O P H 2 0 ) DM H 2 4 # 2 1 1 8 RI M = 1 4 6 . 6 4 ' IE ( N E ) 3 0 " C O N C = 1 3 8 . 4 2 ' IE ( E ) 1 2 " P V C = 1 4 2 . 3 1 ' IE ( S E ) 3 0 " C O N C = 1 3 8 . 3 3 ' IE ( S ) 1 2 " P V C = 1 3 8 . 9 7 ' SM H D RI M = 1 5 2 . 0 3 ' IE ( N E ) 1 8 " P V C = 1 3 9 . 5 5 ' IE ( S E ) 8 " P V C = 1 4 2 . 4 2 ' IE ( S W ) 1 8 " P V C = 1 3 9 . 5 7 ' SM H E # 2 1 2 3 RI M = 1 5 2 . 5 8 ' IE ( N E ) 1 8 " P V C = 1 3 9 . 5 7 ' IE ( S W ) 2 4 " C O N C = 1 3 7 . 9 0 ' IE ( N W ) 2 4 " C O N C = 1 3 7 . 9 8 ' SM H F # 2 1 2 2 RI M = 1 5 2 . 4 7 ' IE ( N E ) 2 4 " C O N C = 1 3 8 . 0 5 ' IE ( S W ) 2 4 " C O N C = 1 3 7 . 6 8 ' SM H G # 2 1 2 1 RI M = 1 5 2 . 3 4 ' IE ( N E ) 2 4 " C O N C = 1 3 6 . 1 9 ' IE ( S W ) 2 4 " C O N C = 1 3 5 . 9 2 ' SM H H # 2 1 2 0 RI M = 1 5 1 . 9 0 ' IE ( N E ) 2 4 " C O N C = 1 3 5 . 1 7 ' IE ( S E ) 1 2 " C O N C = 1 3 6 . 4 1 ' IE ( S W ) 2 4 " C O N C = 1 3 5 . 1 5 ' S S D 2118146.64DMH 24 S 2120151.90SMH H S 2121152.34SMH G S 2122152.47SMH F S 2123152.58SMH E D 2124152.52DMH 22 S 2125152.03SMH D 2126152.46CB CI 21 2128151.54CB 23 2130149.06CB FI BU I L D I N G H A S BE E N R E M O V E D ~ S 2620152.06SMH D 2 S 2621152.59SMH E 2 SM H R I M = 1 4 4 . 5 2 ' LI D U N D E R W A T E R , CO U L D N O T O P E N SM H R I M = 1 4 7 . 5 9 ' IE ( N W ) 2 4 " C O N C = 1 3 8 . 4 9 ' IE ( S E ) 2 4 " C O N C = 1 3 8 . 3 9 ' CB 2 3 # 2 1 2 8 RI M = 1 5 1 . 5 4 ' IE ( S E ) 1 0 " D I = 1 4 9 . 8 5 ' IE ( T O P ) H 2 0 = 1 4 9 . 3 3 ' BT M = 1 4 8 . 2 9 ' ( D E B R I S ) 14 5 150 1 5 1 14 5 147 145 149 148 146 151 14 8 1 4 6 14 7 1 4 8 149 14 9 1 5 1 15 2 15 0 14 9 FANN O C REEK EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C1.15/20/22 5:45pm ABrooks 0470-C1.0-EXST.dwg C1.1 Fil e : N : \ c \p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v er s al - P l a z a\ C A D \ P L O T \ P F I \ 0 4 7 0 - C 1 . 0 - E X S T . d w g T A B : C 1 . 1 Pl o t t e d : 5 / 2 0 / 2 2 a t 5 : 4 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O:503.542.3860F: 503.224.4681 www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 X XX XXX XXX EXISTING CONDITIONS SCALE 20 1 INCH = 20 FEET 20 400 A PORTION OF LOT 3 "BURNHAM TRACT" LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON - SANITARY SEWER MANHOLE - STORM DRAIN MANHOLE S D ST SS C W G OH - UNDERGROUND STORM DRAIN LINE - UNDERGROUND SANITARY SEWER LINE - UNDERGROUND COMMUNICATION LINE - UNDERGROUND WATER LINE - UNDERGROUND NATURAL GAS LINE - OVERHEAD UTILITY LINE - FENCE LINE- CLEAN OUT IV - IRRIGATION CONTROL VALVE GV - GAS VALVE GM - GAS METER TV - UNDERGROUND CABLE TV LINE - CONCRETE - MAIL BOX E - UNDERGROUND ELECTRIC LINE - LINE CONTINUES TO UNKNOWN LOCATION - DECIDUOUS TREE (DTR) - EVERGREEN TREE (ETR) EXAMPLE 12" DTR 5 DIAMETER TYPE NO. OF TREES FROM ONE BASE - CATCH BASIN - LUMINAIRE - COMM JUNCTION BOX - WATER VALVE - WATER METERWM LEGEND - ELECTRIC METEREM - UTILITY POLE - FIRE HYDRANTHYD - GUY ANCHOR EB - ELECTRIC JUNCTION BOX C - COMM RISER ~ DMH CB FI - STORM DRAIN MANHOLE - CATCH BASIN - FIELD INLET SMH - SANITARY SEWER MANHOLE - ASPHALT CB T - UNDERGROUND TELEPHONE LINE SIG - UNDERGROUND TRAFFIC SIGNAL LINE TP MW - SURVEY CONTROL POINT - FOUND SURVEY MONUMENT TOPOGRAPHIC SURVEY NOTES 1. THIS SURVEY MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN ARE ALL THE UTILITIES INTHE AREA. THE UNDERGROUND UTILITIES SHOWN ARE BASEDON LOCATE PAINT MARKINGS IN THE FIELD AND AS-BUILTMAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACTLOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED ASACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THEGROUND. THE PAINT MARKINGS ON THE GROUND WEREPROVIDED BY ONE CALL UTILITY LOCATES [811]. THE LOCATES IN RED BEING SHOWN ARE FROM AS-BUILT MAPSPROVIDED BY THE UTILITY PROVIDERS THE UTILITY LOCATECOMPANIES AND GIS INFORMATION. 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN AREAPPROXIMATE AND BASED ON VISIBLE ABOVE GROUNDEVIDENCE AND AS-BUILT MAPS. 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD83 (2011) EPOCH 2010.00 OREGON NORTH 3601,INTERNATIONAL FEET. GPS OBSERVATIONS USING THE OREGONREAL TIME NETWORK (ORGN) WERE HELD AT CONTROL POINTNUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTSWERE TAKEN BETWEEN ALL OF THE INTERVISIBLE CONTROLPOINTS. 4. THE VERTICAL DATUM IS NGVD 29(CITY OF TIGARD DATUM).AN ELEVATION OF 169.45' WAS HELD AT CITY OF TIGARD BENCHNUMBER 78. A BRASS DISC AT THE NW SIDE OF PACIFICHIGHWAY AT THE SW END OF THE CONCRETE ENTRANCE TO ST.ANTHONY SCHOOL. 6+ 0 0 7+ 0 0 GA S F I N K CO M M . V A U L T 6+ 0 0 7+ 0 0 EB C GV EB HY D EB WM EB C GV IV CO M M . V A U L T WM 1751151.69WM 1859152.29CP BERN D D S GA S F I N K CO M M . V A U L T SW BURNHAM STREET 1 35.00'2 3 1.00' 2.33' 5 1.00'3 2.54' 4 4 5 5 17.4 0' 42.53' 17 . 5 0 ' 3. 0 0 ' 3. 0 0 ' 20.00' 1.00'1.00' 20.00'2 3 3 4 42.00' 1 5 5 5 5 SAWCUTN 650641.36E 7619228.75 SIDEWALK CORNERN 650625.96E 7619212.44 SIDEWALK CORNERN 650595.41E 7619241.17 SIDEWALK CORNERN 650705.56E 7619137.58 SAWCUTN 650720.37E 7619154.30 SIDEWALK CORNERN 650674.56E 7619166.69 151.54 TC151.04 TP151.70 TC151.20 TP 151.69 TC151.19 TP 151.56 TC151.06 TP 151.70 TC151.20 TP 151.82 TC151.32 TP 151.85 TC151.35 TP151.78 TC151.28 TP (151.6Â±) (151.2Â±) (151.2Â±) (152.3Â±) (151.9Â±) 151.86 BW 151.94 BW 152.08 BW (151.8Â±) (152.2Â±) (151.1Â±) (151.3Â±) 6 (152.2Â±) 152 152152.19 TP CONTOUR MAJOR (FG) CONTOUR MINOR (FG) EX. CONTOUR MAJOR EX. CONTOUR MINOR GRADING SLOPE AND DIRECTION (DOWNHILL) DRAINAGE FLOW DIRECTION X.X% SPOT ELEVATION DESCRIPTION LISTED BELOW.NO DESCRIPTION MEANS TP OR TG BOW BACK OF WALKEGEXISTING GRADEFFFINISHED FLOORGGUTTERRIMRIM OF STRUCTURETCTOP OF CURBTPTOP OF PAVEMENT XX.XX XX GRADE BREAK 1.SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2.LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANYDIRECTION. 3.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADAACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). CALLOUT DESCRIPTION >CONVEYANCE SWALE (XXX.XÂ±)EXISTING GRADE(MATCH WHERE APPLICABLE) SHEET NOTES GRADING LABEL LEGEND STANDARD ASPHALT PAVEMENT(MATCH TO EXISTING GRADE) CONCRETE SIDEWALK PROPERTY LINE#DESCRIPTION DETAIL REF. 1 REPLACE CONCRETE SIDEWALK. CONCRETE SHALL BE8-INCHES THICK.COT STD. DET. 1431/C4.0 2 INSTALL MOUNTABLE CURB AND GUTER 5/C4.0 3 CURB AND GUTTER TRANSITION ZONE 4 INSTALL CURB AND GUTTER COT STD. DET. 1262/C4.0 5 SAWCUT LINE. 6 REPLACE UTILITY VAULT LID UNLESS CONTRACTORCAN VERIFY THAT UTILITY VAULT LID IS TRAFFICRATED FOR MAINTENANCE VEHICLES. X KEY NOTES SHEET LEGEND BERM LINE LIMITS OF WORK 4C4.0 EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C2.05/20/22 5:47pm ABrooks 0470-C2.0-GRAD.dwg C2.0 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 2 . 0 - G R A D . d w g T A B : C 2 . 0 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 4 7 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 5 XX AB AB GRADING PLAN SCALE 05 1 INCH = 5 FEET 5 10 PERMIT REV 102/24/221 1 1 1 2022.05.20 21:17:13-07'00' VEGETATED CORRIDOR 30 . 0 0 ' E X I S T IN G SA N I T A R Y S E W ER EA S E M E N T 49 LF - 12"SD S=0.38% 5 LF - 6"SD S=4.27% 6 LF - 4"SDS=1.00% 20 L F - 4 " S D S= 2 0 . 6 8 % 4 L F - 4 " S D S=1 . 0 0 % 8 L F - 4 " S D S=9 . 3 8 % 21 LF - 4 "SD S=1 3 . 6 4 % 26 L F - 4 " S D S= 7 . 2 8 % 9 L F - 4 " S D S = 7 . 2 8 % 108 LF - 6"SDS=2.79% 145 145 150 144 144 146 146 147 147 148 148 149 1 4 5 144 1 4 6 147 147 148 148 149 (150) (147) (148) (1 4 9) (146) (147) (148) (149) 2 4 4 3 0+00.00 1+00.00 0+50.00 IE 4" OUT=148.15 (SW) IE 4" OUT=148.09 (SW) SD AD-01N 650462.12E 7618995.92RIM=148.25IE 6" OUT=146.03 (NW) SD FCMH-01N 650453.53E 7619000.51RIM=147.55IE 12" IN=142.78 (NW)IE 12" OUT=142.78 (SE) IE 4" OUT=147.49 (W) IE 4" OUT=146.83 (SW) SD OF-01N 650495.16E 7618959.06IE 4" IN=144.00 (NE) IE 4" OUT=146.78 (SW) SD OF-03N 650537.56E 7618938.47IE 4" IN=144.00 (NE) IE 6" OUT=144.50 (W) IE 4" OUT=144.67 (SW) SD OF-02N 650493.48E 7618961.33IE 6" IN=144.00 (E) SD DI-01N 650488.90E 7618966.58RIM=144.34IE 12" OUT=142.97 (SE) 1 SCALE: HORIZ: 1" = ' VERT: 1" = ' DETENTION POND PROFILE 135 140 145 150 155 135 140 145 150 155 -0+05 0+00 0+50 1+00 1+15 49 LF - 12"SD S=0.38%SD DI-01N 650488.90E 7618966.58IE 12" OUT=142.97 (SE) 9 LF - 4"SD S=7.28% PROPOSEDGRADE EXISTINGGRADE RIRAPRIRAP X UTILITY KEY NOTES NOTE DESCRIPTION DETAILREF. 1 CONSTRUCT DITCH INLET 1/C4.1 2 CONSTRUCT DETENTION POND 2&3/C4.1 3 INSTALL VEGETATED CORRIDOR SIGNAGE 6/C4.1 4 INSTALL RIPRAP 4&5/C4.1 EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C3.05/20/22 5:50pm ABrooks 0470-C3.0-STORM.dwg C3.0 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 3 . 0 - S T O R M . d w g T A B : C 3 . 0 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 0 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 6 XX AB AB STORMWATER MANAGEMENT PLAN SCALE 05 1 INCH = 5 FEET 5 10 DETENTION POND:Â·SURFACE STORAGE VOLUME = 4,713 FTÂ³Â·SURFACE STORAGE DEPTH = 2.8 FTÂ·FREEBOARD = 1 FTÂ·3:1 SIDE SLOPESÂ·FACILITY BOTTOM AREA = 738 SFÂ·FACILITY BOTTOM ELEVATION = 144Â·FACILITY TOP ELEVATION = 147.8Â·FACILITY TOTAL STORAGE VOLUME = 7,450 FTÂ³Â·CONTRIBUTING BASIN AREA = 52,484 SFÂ·DETAINED FLOWRATE 2-YR DESIGN STORM = 0.01 CFSÂ·DETAINED FLOWRATE 10-YR DESIGN STORM = 0.09 CFSÂ·DETAINED FLOWRATE 100-YR DESIGN STORM = 0.11 CFS FACILITY DESIGN INFORMATIONENGINEERED STORMWATER MANAGEMENT STRUCTURE TYPE STRUCTURE LABEL XX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) LOCATION (WHERE APPLICABLE) PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION AD AREA DRAIN BWV BACKWATER VALVE CO CLEANOUT TO GRADE DI DITCH INLET FCMH FLOW CONTROL MANHOLE FD FOUNDATION DRAINAGE MH MANHOLE OF OUTFALL STUB STUB UTILITY LABEL LEGEND 1 2 2022.05.20 21:21:23-07'00' ~~ ~ ~ 150 ~ 185354.388" DTR 3 185456.088" DTR 3 185557.8016" ETR 185652.968" DTR 6 186154.1814" DTR 186253.9512" DTR 186354.1110" DTR 186453.927" DTR 186553.3416" DTR 186854.408" DTR 186955.2030" ETR 187054.5410" DTR 187156.4412" DTR 187255.0914" DTR 3 187355.9314" DTR 2 187455.578" DTR 187555.3724" DTR 187654.5736" DTR 3 187754.8610" DTR 187856.0415" DTR 2 188759.9827" DTR 2 188855.4410" ETR 426856.7812" DTR 2 426957.2212" DTR 427057.855" DTR 427359.57SHRUB 427459.68SHRUB 427559.51SHRUB 254557.603" DTR 254657.9012" DTR 254758.8310" DTR 254858.498" DTR 230457.869" DTR 230557.868" DTR 230660.54SHRUB 230760.35SHRUB 230860.44SHRUB 230960.32SHRUB 231060.40SHRUB 231160.50SHRUB 231260.51SHRUB 231360.08SHRUB 231460.40SHRUB (T H I S A R E A S H O T F O R E L E V A T I O N S O N L Y ) CO M M . V A U L T SM A L L L I G H T P O S T S 2132150.45UPOLE DROP X2 2134150.62GUY GV 2135151.87GV 2136151.93WV 2137152.02WV 2142152.56SGN 2143152.67SGN 2144152.48BOL2145152.46BOL 2146152.50SGN 2147152.26SGN 2148152.27SGN EB2149152.62EJB 2150152.51LUM ~ IE 1 2 " D I = 1 4 9 . 5 8 ' CB C I 2 1 # 2 1 2 6 RI M = 1 5 2 . 4 6 ' IE ( S W ) 1 0 " CO N C = 1 5 0 . 0 6 ' BT M = 1 4 8 . 7 0 ' CB F I #2 1 3 0 RI M = 1 4 9 . 0 7 ' DM H 2 2 # 2 1 2 4 RI M = 1 5 2 . 5 2 ' IE ( N E ) 1 0 " D I = 1 4 9 . 9 8 ' IE ( S E ) 1 2 " D I = 1 4 9 . 9 0 ' IE ( S W ) C O V E R D W / S L E E V E = 5 2 . 5 3 ' S S S 2121152.34SMH G S 2122152.47SMH F S 2123152.58SMH E D 2124152.52DMH 22 S 2125152.03SMH D 2126152.46CB CI 21 2128151.54CB 23 2130149.06CB FI ~~ S 2620152.06SMH D 2 S 2621152.59SMH E 2 CB 2 3 # 2 1 2 8 RI M = 1 5 1 . 5 4 ' IE ( S E ) 1 0 " D I = 1 4 9 . 8 5 ' IE ( T O P ) H 2 0 = 1 4 9 . 3 3 ' BT M = 1 4 8 . 2 9 ' ( D E B R I S ) 150 1 5 1 14 5 147 145 149 148 146 151 1 4 6 14 7 1 4 8 14 9 14 9 1 5 1 15 2 15 0 14 9 F L O O D P L A I N E L E V A T I O N FLOODPLAINELEVATION FLO ODPL A I N ELE VATION RE S T R O O M BU I L D I N G SD OSMH-01 (60-IN)RIM=151.99IE 12" IN=141.57 (NW)SD FCMH-01RIM=147.55IE 12" IN=142.78 (NW)IE 12" OUT=142.78 (SE) 59 LF - 12"SD S=0.29% SD MH-03RIM=145.19IE 12" IN=142.61 (NW)IE 12" OUT=142.41 (SE) 49 LF - 12"SDS=0.38% 30.00' EXISTINGPUBLIC SANITARYSEWER EASEMENT 15.00' PROPOSEDPUBLIC STORMEASEMENT VEGETATED CORRIDORBOUNDARY WETLAND BOUNDARY 1 C3.2 2 C3.2 3 C3.2 1 2 SCALE: HORIZ: 1" = ' VERT: 1" = ' STORM-1 PROFILE 130 135 140 145 150 155 160 130 135 140 145 150 155 160 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 IE 1 2 " I N = 1 4 2 . 7 8 ( N W ) IE 1 2 " O U T = 1 4 2 . 7 8 ( S E ) RI M = 1 4 7 . 5 5 0+ 4 9 . 0 5 F C M H - 0 1 ST O R M - 1 IE 1 2 " I N = 1 4 1 . 5 7 ( N W ) RI M = 1 5 1 . 9 9 4+ 3 1 . 1 9 O S M H- 0 1 ( 6 0 - I N ) ST O R M -1 59 LF - 12"SD S=0.29% 318 LF - EXST-SS 24-IN ( BEYOND)S=0.13% EXST-SS4+20.51IE=139.57 IE 1 2 " O UT = 1 4 2 . 9 7 ( S E ) RI M = 1 4 4 . 3 4 0+ 0 0 . 0 3 D I - 0 1 ST O R M - 1 49 LF - 12"SD S=0.38% IE 1 2 " I N = 1 4 2 . 6 1 ( N W ) IE 1 2 " O U T = 1 4 2 . 4 1 ( S E ) RI M = 1 4 5 . 1 9 1+ 0 8 . 4 1 M H- 0 3 ST O R M - 1 323 LF - 12"SD S=0.26% 3 2 214.6" 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 1/C-901. 2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN ATCENTER OF STRUCTURE. SHEET NOTES X UTILITY KEY NOTES NOTE DESCRIPTION DETAILREF. 1 CONSTRUCT PUBLIC MANHOLE OVER EXISTING SEWER7/C4.1 2 CONSTRUCT 12" STORM SEWER PIPE. PIPE SHALL BEC900 PIPE MATERIAL. PROVIDE A MINIMUM OF 12-INCHESOF COVER.3/C4.0 3 IF CROSSING IS LESS THAN 12" PROVIDE CDF BACKFILLIN BETWEEN PIPES STRUCTURE LABEL XX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) LOCATION (WHERE APPLICABLE) PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) UTILITY LABEL LEGEND EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C3.15/20/22 5:54pm ABrooks 0470-C3.1-STORM.dwg C3.1 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 3 . 1 - S T O R M . d w g T A B : C 3 . 1 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 4 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 7 XX AB AB STORMWATER PLAN AND PROFILE SCALE 20 1 INCH = 20 FEET 20 400 PERMIT REV 102/24/221 1 1 1 1 2022.05.20 21:21:00-07'00' SCALE: HORIZ: 1" = ' VERT: 1" = ' SECTION-3 PROFILE 130 135 140 145 150 155 130 135 140 145 150 155 0+00 0+50 1+00 1+50 SCALE: HORIZ: 1" = ' VERT: 1" = ' SECTION-2 PROFILE 130 135 140 145 150 155 130 135 140 145 150 155 0+00 0+50 1+00 1+50 SCALE: HORIZ: 1" = ' VERT: 1" = ' SECTION-1 PROFILE 130 135 140 145 150 155 130 135 140 145 150 155 0+00 0+50 1+00 1+50 EXST-SS0+73.05IE=138.55 PROPOSEDGRADE EXISTINGGRADE UNIVERSAL PLAZAPROPERTY LINE EASEMENT LINE EXST-SS0+72.11IE=138.32 EASEMENT LINE(APPROX.) EASEMENT LINE(APPROX.) B&B PROPERTYLINE 30.00' EXST-SS0+71.49IE=138.08 EASEMENT LINE(APPROX.) EASEMENT LINE(APPROX.) B&B PROPERTYLINE 30.00' 30.00' 15.00'15.00' EASEMENT LINE EASEMENT LINE EXISTINGGRADE EXISTINGGRADE 12"SD0+95.85IE=142.27 12"SD0+95.85IE=141.79 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 1/C-901. 2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN ATCENTER OF STRUCTURE. SHEET NOTES EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C3.25/20/22 5:55pm ABrooks 0470-C3.1-STORM.dwg C3.2 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 3 . 1 - S T O R M . d w g T A B : C 3 . 2 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 8 XX XXX XXX STORMWATER SECTIONS SCALE 20 1 INCH = 20 FEET 20 400 2022.05.20 21:20:34-07'00' SCALE: NTS 1 COMMERCIAL DRIVEWAY SCALE: NTS 2 CURB AND GUTTER SCALE: NTS 3 TRENCH BACKFILL COMPACTEDSUBGRADE 10" OF BASECOURSE AC SURFACE COURSE:3.0" OF 1/2" DENSE GRADED,LEVEL 2 ACP SCALE:NTS4ASPHALT PAVEMENT SECTION SUBGRADE GEOTEXTILECONFORMING TO OSSC 00350(GEOSYNTHETIC INSTALLATION) 14" 12" 6"EXP.R=3/4" R=3/4" COMPACTEDSUBGRADE BASEMATERIAL NOTES:1.CONCRETE SHALL BE 3000 PSI. 2.INSTALL CONTRACTION AND EXPANSION JOINTS AT SPECIFIED DISTANCE. SCALE:NTS5MOUNTABLE CURB AND GUTTER 6" 2"1" 32" EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C4.05/20/22 5:55pm ABrooks 0470-C4.0-DETL.dwg C4.0 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 4 . 0 - D E T L . d w g T A B : C 4 . 0 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 5 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 9 XX AB SB STANDARD DETAILS PERMIT REV 102/24/221 1 2022.05.20 21:22:38-07'00' SCALE:NTS1DITCH INLET SCALE: NTS 3 DETENTION PONDCONSTRUCTION AND MAINTENANCE NOTES SCALE: NTS 5 RIP RAP DETAILS SCALE: NTS 4 OUTLET PROTECTION RIP RAP SCALE: NTS 2 DETENTION POND SCALE: NTS 6 RIP RAP DETAILS SCALE: NTS 7 STANDARD MANHOLE EXPIRATION DATE: OREGON 12/31/2023 79775 UNIVERSAL PLAZAPUBLIC IMPROVEMENT PLANSCITY OF TIGARD 10 9100 SW BURNHAM STREET, TIGARD OREGON 972231900470 DD C4.15/20/22 5:56pm ABrooks 0470-C4.0-DETL.dwg C4.1 Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ P F I \ 0 4 7 0 - C 4 . 0 - D E T L . d w g T A B : C 4 . 1 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 6 p m B y : A B r o o k s 111 SW Fifth Ave., Suite 2600Portland, OR 97204O:503.542.3860 F: 503.224.4681www.kpff.com 1900470- PERMIT REV 102/24/221 PERMIT REV 205/05/222 100% CD05/20/223 10 XX AB SB STANDARD DETAILS 2022.05.20 21:48:11-07'00' GAS FINK COMM. VAULT COMM. VAULT CO M M . D U C T BLOCK WALL ~ ~ ~ ~ ~ ~ 4+00 5+00 6+00 7+00 8+00 ~ ~ SMH 7 RIM=151.74'IE(NW)8" CONC=144.78' IE(NE)6" CONC=144.98' IE(SE)8" CONC=144.83' SMH 2 RIM=152.63' IE(W)8"=142.39' IE(N)6" PVC=147.41' IE(SE)8"=142.56' SMH RIM=147.59'IE (NW) 24" CONC=138.49' IE (SE) 24" CONC=138.39' DMH 1 RIM=152.50' IE(W)24" PVC=145.3' IE(NE)14" PVC=146.62' IE(SE)24" PVC=145.38' IE(N)8" PVC=147.23' DMH 5 RIM=151.26'IE(NW)18" CONC=146.66'IE(SE)18" CONC=146.68'IE(SW)12" DI=147.63' DMH 3 RIM=151.59' IE(NW)24" PVC=145.87' IE(SE)18" CONC=146.14' IE(S)12" DI=147.73' IE(SW)8" DI=147.44' ~ DCO RIM=151.25' DMH 6 RIM=151.53'IE(NW)18" CONC=146.86' IE(SE)18" CONC=146.87' IE(S)12" DI=147.53' DCO RIM=151.04' CB 8 RIM=151.43'IE(N)12" DI=147.8' IE(SW)8" PVC=147.65' BTM=146.38'(DEBRIS) CB 12 RIM=150.78' IE(N)8" DI=147.73' ~ CB 11 RIM=150.79' IE(NE)12" DI=147.74' DCO RIM=150.55' CB 4 RIM=151.74' IE(N)12" PVC=147.87' DCO RIM=150.76' DCO RIM=149.57' MONITORING WELLRIM=148.87' HEAT PUMP ~ ~ SHED STEVENS, PAGE9180 SW BURNHAM ST 2S102AC00200 ~ STEVENSON, MICHAEL J. & KAY L. 9040 SW BURNHAM ST 2S102AC00100 ~ ~ ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRIC TRANSFORMER ~ ~ CITY CENTER DEVELOPMENT AGENCY 13125 SW HALL BLVD. 2S102AC00202 WHEEL STOPS FANNO CREEK DMH 9 RIM=152.93'IE(NW)18" CONC=147.33'IE(SE)18" PVC=147.41' SMH CRIM=144.52' IE (S) 60" CONC=128.00' IE (NW) 60" CONC=127.90' CB RIM=151.14'TOP H20=150.44'BOTTOM (DEBRIS)=148.64'CB RIM=150.68'TOP H20=150.08' BOTTOM (DEBRIS)=148.98' SW B U R N H A M S T R E E T 37.5'37.5' 18' HEDGE 141 141 145 150 150 150152 151 152 145 142 144 (THIS AREA SHO T F O R E L E V A T I O N S O N L Y ) COMM. VAULT COMM. VAULT CB RIM=147.41'IE OUT=146.81'BOTTOM=144.76' FINISH FLOOR=151.5' (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 15 0 14 7 14 5 145 14 4 4" BLOCK WALL 37.5'37.5' 14 5 CITY CENTER DEVELOPMENT AGENCY 13125 SW HALL BLVD.2S102AC00202 CITY CENTER DEVELOPMENT AGENCY 13125 SW HALL BLVD.2S102AC00202 15' WIDESANITARY SEWER EASEMENT 30'30' WIDESANITARY SEWEREASEMENT BOOK, 890 PAGE, 753 B10 SP3SP4 B11 B12 B13 B14 B15 B16B17 B18 B19 C4 C3 C2 C6 C7 C8 C9 C10 C11 14 5 BUILD I N G H A S BEEN R E M O V E D IE 24" HDPE=141.94' ~ 1 3 2 1 VEGETATEDCORRIDORBOUNDARY WETLANDBOUNDARY Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -1 0 0 - E XST. d w g T A B:C -1 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 5 : 5 9 p m B y: A Bro o k s AS NOTED C-100 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 EXISTING CONDITIONS PLAN SCALE 30 1 INCH = 30 FEET 30 600 A PORTION OF LOT 3 "BURNHAM TRACT" LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON - SANITARY SEWER MANHOLE - STORM DRAIN MANHOLE S D ST SS C W G OH - UNDERGROUND STORM DRAIN LINE - UNDERGROUND SANITARY SEWER LINE - UNDERGROUND COMMUNICATION LINE - UNDERGROUND WATER LINE - UNDERGROUND NATURAL GAS LINE - OVERHEAD UTILITY LINE - FENCE LINE - CLEAN OUT IV - IRRIGATION CONTROL VALVE GV - GAS VALVE GM - GAS METER TV - UNDERGROUND CABLE TV LINE - CONCRETE - MAIL BOX E - UNDERGROUND ELECTRIC LINE - LINE CONTINUES TO UNKNOWN LOCATION - DECIDUOUS TREE (DTR) - EVERGREEN TREE (ETR) EXAMPLE 12" DTR 5 DIAMETER TYPE NO. OF TREESFROM ONE BASE - CATCH BASIN - LUMINAIRE - COMM JUNCTION BOX - SIGNAL JUNCTION BOX - WATER VALVE - WATER METERWM LEGEND - SIGN - ELECTRIC METEREM - UTILITY POLE - FIRE HYDRANT H YD - GUY ANCHOR EB - ELECTRIC JUNCTION BOX C - COMM RISER ~ DMH CB FI - STORM DRAIN MANHOLE - CATCH BASIN - FIELD INLET SMH - SANITARY SEWER MANHOLE - ASPHALT CB - WETLAND FLAG T - UNDERGROUND TELEPHONE LINE SIG - UNDERGROUND TRAFFIC SIGNAL LINE - TEST PITTP - MONITORING WELLMW - SURVEY CONTROL POINT - FOUND SURVEY MONUMENT TOPOGRAPHIC SURVEY NOTES 1. THIS SURVEY MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN ARE ALL THE UTILITIES INTHE AREA. THE UNDERGROUND UTILITIES SHOWN ARE BASEDON LOCATE PAINT MARKINGS IN THE FIELD AND AS-BUILTMAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACTLOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED ASACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THEGROUND. THE PAINT MARKINGS ON THE GROUND WEREPROVIDED BY ONE CALL UTILITY LOCATES [811]. THE LOCATES IN RED BEING SHOWN ARE FROM AS-BUILT MAPSPROVIDED BY THE UTILITY PROVIDERS THE UTILITY LOCATECOMPANIES AND GIS INFORMATION. 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN AREAPPROXIMATE AND BASED ON VISIBLE ABOVE GROUNDEVIDENCE AND AS-BUILT MAPS. 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD83 (2011) EPOCH 2010.00 OREGON NORTH 3601,INTERNATIONAL FEET. GPS OBSERVATIONS USING THE OREGONREAL TIME NETWORK (ORGN) WERE HELD AT CONTROL POINTNUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTSWERE TAKEN BETWEEN ALL OF THE INTERVISIBLE CONTROLPOINTS. 4. THE VERTICAL DATUM IS NGVD 29(CITY OF TIGARD DATUM).AN ELEVATION OF 169.45' WAS HELD AT CITY OF TIGARD BENCHNUMBER 78. A BRASS DISC AT THE NW SIDE OF PACIFICHIGHWAY AT THE SW END OF THE CONCRETE ENTRANCE TO ST.ANTHONY SCHOOL. X KEY NOTES NOTE DESCRIPTION 1 EXISTING BUILDING IS DEMOLISHED. 2 CURRENT CONDITION INCLUDES INSTALLATION OF VARIOUS SITEFURNISHINGS AND PAVEMENT MARKINGS AS A PART OF ACTIVATIONPHASE. THESE AMENITIES ARE NOT REFLECTED IN THIS "EXISTINGCONDITIONS" PLAN. FIELD CONDITIONS MAY VARY. 3 WHEEL STOPS HAVE BEEN REMOVED. DISCLAIMER: THIS SHEET REPRESENTS EXISTING SITECONDITIONS BASED ON A LAND SURVEYPROVIDED BY KPFF OR BY OTHERS (NOTCOMPLETED UNDER KPFF DIRECTSUPERVISION). ALL INFORMATION SHOWN HEREON MAY ORMAY NOT EXPLICITLY REFLECT THE ACTUALSURVEY DELIVERED FOR THE PURPOSE OFTHIS PROJECT SITE. THIS INFORMATION WASRELIED UPON FOR CIVIL DESIGN PURPOSES. SURVEY COMPLETED BY:CES, NW 01/17/2020 6+00 7+00 ~ ~ ~ ~ ~ STEVENSON, MICHAEL J. & KAY L.9040 SW BURNHAM ST2S102AC00100 ~ ~ ~ CITY CENTER DEVELOPMENT AGENCY9110 SW BURNHAM ST2S102AC00202 CB RIM=150.68'TOP H20=150.08' BOTTOM (DEBRIS)=148.98' CB RIM=151.14' TOP H20=150.44' BOTTOM (DEBRIS)=148.64' 18' HEDGE CB RIM=147.41'IE OUT=146.81'BOTTOM=144.76' 15 0 ~ 6+00 7+00 ~ STEVENS, PAGE 9180 SW BURNHAM ST 2S102AC00200 ~ ~ ~ EB C GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT F O R E L E V A T I O N S O N L Y ) 4" BLOCK WALL 30' WIDE SANITARY SEWER EASEMENT BOOK, 890 PAGE, 753 WM1751151.69WM WM1752151.37WM 1859152.29CP BERN S D D D S S 15 0 150 151 150 152 15 2 1 4 7 14 9 14 8 14 6 148 1 4 9 151 15 1 15 1 149 150 148 SW B U R N H A M S T R E E T 24 24 28 28 23 23 23 22 28 25 40 42 21 40 42 29 2929 43 24 42 . 0 4 ' 41 . 85 ' 30 20 20 31 32 43 43 43 43 33 44 30 REMOVE OR ABANDON UTILITY LINEIN PLACE SAWCUT LINE DEMOLITION/WORK LIMITS (SHOWNOFFSET FOR CLARITY) REMOVE TREE EXISTING GRADE CONTOUR PROPOSED CURB LINE SHOWN FORREFERENCE 20 SAWCUT LINE 21 REMOVE CONCRETE EXTRUDED CURB 22 REMOVE CONCRETE SLAB 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 24 REMOVE EXISTING FENCE 25 REMOVE HEDGE 26 REMOVE BOLLARD 27 REMOVE EXISTING UNDERGROUND ELECTRICAL SERVICE. 28 REMOVE CATCH BASIN 29 PREVIOUS BUILDING OUTLINE SHOWN FOR REFERENCE ONLY. BUILDINGHAS BEEN DEMOLISHED. REMOVED SEEDED LAWN OR CURRENTSURFACING TO 6 INCHES BELOW CURRENT GRADE. 30 REMOVE EXISTING DRIVEWAY. REPLACE AFFECTED SIDEWALK. 31 REMOVE EXISTING BLOCK WALL THAT IS COVERED BY BLACKBERRYBUSH. 32 REMOVE EXISTING TREE 33 REMOVE STRUCTURE PROPERTY LINE40PROTECT EXISTING COMMUNICATION VAULT TO REMAIN 41 PROTECT ELECTRICAL VAULT 42 PROTECT UNDERGROUND UTILITIES 43 PROTECT TREE 44 PROTECT EXISTING SIDEWALK TO REMAIN SHEET NOTES DEMOLITION KEY NOTES PROTECTION KEY NOTES SHEET LEGEND 149150 1.PRIOR TO ANY GROUND DISTURBING ACTIVITIES, INCLUDING TREEREMOVAL, ALL EC MEASURES SHALL BE IN PLACE PER THE APPROVED1200-CN PLAN SET. 2.CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3.REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS ASREQUIRED IN THE SPECIFICATIONS. 4.GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THECONTRACTOR. 5.ALL TRADE LICENSES AND PERMITS NECESSARY FOR THEPROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECUREDBY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 6.THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGEALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURINGDEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATINGAND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OFANY DAMAGED OR REMOVED MONUMENTS. 7.PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OFWAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKINGMETERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS,PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FORRESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 8.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHERFACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROMDAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT AND OTHER HAZARDS. 9.SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 10.CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURINGTHE DEMOLITION PERIOD, AND DURING TRANSPORTATION OFDEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THECONSTRUCTION ZONE MUST BE KEPT CLEAN. 11.ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE TREE PROTECTION FENCING 3C-900 3" Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -2 0 0 - D EMO . d w g T A B:C -2 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 0 p m B y: A Bro o k s AS NOTED C-200 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DEMOLITION PLAN SCALE 1 INCH = 10 FEET 3" 3" 6" SCALE:NTS1PLUG FILL PIPE WITH CONC. 1'MIN. INTO PIPEPIPE TO BEABANDONED PACKING MATERIAL TOCONTAIN CONCRETE 6" 2 2022.05.20 21:31:25-07'00' RESTROOM BUILDING BC1 BL1 BC2 BC3 BC4 BC5 BC6 BC7 BL2 BC8 BC9 BC10 BL 3 BC11 BC12 BC13 BC14 BC15 BC16 BC17BC18 BC19 BL4 BL5 BC20 BC21 6+00 7+00 ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER 6+00 7+00 EB C GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT F O R E L E V A T I O N S O N L Y ) 30' WIDE SANITARY SEWER EASEMENT BOOK, 890 PAGE, 753 WM1751151.69WM 1859152.29CP BERN S D D D S S ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER SW B U R N H A M S T R E E T FLO O D P L A I N EL E V A T I O N F LO O DP L A I N EL E V A T I ON SW B U R N H A M S T R E E T STORMWATERDETENTION POND 15.00' NEW EASEMENT FORSTORM CONNECTION TOASH STREET PC1 PL1 PC2 PL 2 PC3 PC4 PC5 PC6 PC7 PC8 PL 3 PC9 PC10 PL4 BOULDERS, TYP.SEE LANDSCAPEPLANS BLDG CORNERN 650481.51E 7619072.87 BLDG CORNERN 650515.23E 7619110.01 N 650665.15E 7619139.91 N 650623.76E 7619192.75 N 650685.95E 7619155.99 N 650634.39E 7619204.47 N 650616.23E 7619221.65 N 650568.10E 7619168.64 N 650559.71E 7619176.25 N 650513.20E 7619125.02 N 650504.81E 7619132.64 N 650460.68E 7619084.01 N 650477.46E 7619068.78 N 650596.15E 7619027.15 N 650580.57E 7619072.88 N 650570.57E 7619087.21 N 650550.68E 7619096.08 N 650574.35E 7619108.82 N 650581.84E 7619115.93 N 650585.64E 7619107.03 N 650590.32E 7619104.87 N 650587.26E 7619097.36 2 3 APPROXIMATE EXTENTSOF PHASE 2 CANOPYNOT IN CONTRACT PHASE 2 BUILDING OUTLINE VEGETATEDCORRIDORBOUNDARY 4 SEE PFI PLANS FOR SIDEWALK IMPROVEMENTS IN THE ROW SEE PFI PLANS FOR SIDEWALK IMPROVEMENTS IN THE ROW C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C 2 1 C22 C23 C24C25 C26 C27 C28 C29 C30 C31 C32 PIN 650594.15E 7619160.13 N 650666.08E 7619119.08 N 650681.21E 7619128.49 WETLAND BOUNDARY N 650571.71E 7619088.86 1C-903 1.ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2.SEE LANDSCAPE PLANS FOR ALL SITE FURNISHINGS AND PLANTING PLANS. STORMWATER PLANTER/BASIN PERVIOUS ASPHALT STANDARD ASPHALT PAVEMENT CONCRETE SIDEWALK 2C-904 1C-900 4C-900 PROPERTY LINE#DESCRIPTION DETAIL REF. 1 SAWCUT LINE 2 WATER FEATURE, SEE FLUIDITY PLANS FOR DETAILS 3 WATER FEATURE TANKS BELOW GRADE. SEE FLUIDITYPLANS FOR DETAILS. 4 BOARDWALK TO BE DESIGNED BY OTHERS (NOT INCONTRACT) X KEY NOTES SHEET LEGENDSHEET NOTES RIPRAP AT OUTFALL BERM CURVE NUMBER - SEE SHEET C-301 FOR TABLE BERM LINE NUMBER - SEE SHEET C-301 FOR TABLEBL# POND CURVE NUMBER - SEE SHEET C-301 FOR TABLE POND LINE NUMBER - SEE SHEET C-301 FOR TABLEPL# BERM LINE LIMITS OF WORK 5C-904 EDGE OF PAVEMENT CURVE NUMBER - SEE SHEET C-301FOR TABLE 9C-901 CONCRETE SIDEWALK BOARDWALK, DESIGNED BYOTHERS. SHOWN FORREFERENCE ONLY BC# PC# C# Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© 1 Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -3 0 0 - S IT E .d w g T A B:C -3 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 3 2 p m B y: A Bro o k s AS NOTED C-300 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 SITE PLAN SCALE 10 1 INCH = 10 FEET 10 200 1 2022.05.20 21:30:59-07'00' BERM CURVE TABLE CURVE # BC1 BC2 BC3 BC4 BC5 BC6 BC7 BC8 BC9 BC10 BC11 BC12 BC13 BC14 BC15 BC16 BC17 BC18 BC19 BC20 BC21 BEGINNINGNORTHING 650555.03 650559.67 650541.01 650525.46 650514.22 650516.32 650524.63 650530.69 650533.81 650539.93 650548.63 650549.23 650548.24 650543.00 650533.83 650529.71 650527.27 650523.50 650524.75 650532.93 650539.42 BEGINNINGEASTING 7619013.52 7619043.71 7619067.95 7619069.64 7619057.32 7619047.50 7619042.83 7619041.30 7619039.17 7619029.72 7619009.72 7619041.61 7619047.79 7619054.86 7619060.72 7619061.08 7619059.72 7619055.15 7619052.68 7619050.64 7619047.12 LENGTH 8.21' 17.95' 31.54' 16.27' 17.12' 10.46' 9.67' 3.83' 11.26' 14.33' 5.76' 5.35' 6.36' 8.83' 10.97' 4.21' 2.81' 5.97' 3.12' 7.43' 6.18' RADIUS 5.41' 37.11' 36.84' 16.88' 21.53' 10.74' 16.69' 6.37' 79.62' 32.99' 5.61' 2.28' 10.10' 34.60' 24.19' 6.63' 7.58' 13.44' 1.86' 20.55' 57.96' DELTA 86Â°51'30" 27Â°42'20" 49Â°03'00" 55Â°13'30" 45Â°34'30" 55Â°45'30" 33Â°11'50" 34Â°28'50" 8Â°06'10" 24Â°53'30" 58Â°51'20" 134Â°15'10" 36Â°03'30" 14Â°37'20" 25Â°59'20" 36Â°25'00" 21Â°13'30" 25Â°27'50" 96Â°23'50" 20Â°42'50" 6Â°06'30" TANGENTDISTANCE 7.44' 17.77' 30.58' 15.65' 16.68' 10.05' 9.54' 3.77' 11.25' 14.22' 5.51' 4.20' 6.25' 8.81' 10.88' 4.14' 2.79' 5.92' 2.77' 7.39' 6.18' ENDINGNORTHING 650548.63 650558.55 650559.67 650541.01 650525.46 650514.23 650516.32 650533.81 650539.93 650544.23 650544.66 650545.31 650549.23 650548.24 650543.00 650533.83 650529.71 650527.27 650523.50 650539.42 650543.42 ENDINGEASTING 7619009.72 7619025.97 7619043.71 7619067.95 7619069.64 7619057.33 7619047.50 7619039.17 7619029.72 7619016.17 7619013.55 7619040.08 7619041.61 7619047.79 7619054.86 7619060.72 7619061.08 7619059.72 7619055.15 7619047.12 7619042.41 BERM LINE TABLE Line # BL2 BL3 BL1 BL5 BL4 Length 6.25' 2.66' 12.94' 5.64' 2.78' Direction N14Â° 09' 51.09"W N80Â° 34' 11.92"W N74Â° 12' 29.44"E S13Â° 45' 03.03"E S14Â° 32' 48.80"E POND CURVE TABLE CURVE # PC1 PC2 PC3 PC4 PC5 PC6 PC7 PC8 PC9 PC10 BEGINNINGNORTHING 650554.84 650546.32 650485.09 650471.31 650554.84 650536.81 650536.81 650537.10 650493.05 650482.52 BEGINNINGEASTING 7618955.33 7618928.83 7618934.13 7618953.94 7618955.33 7618938.80 7618938.80 7618936.53 7618943.11 7618958.21 LENGTH 12.61' 58.12' 24.38' 51.50' 59.61' 52.95' 2.23' 38.83' 18.60' 16.19' RADIUS 5.00' 37.00' 49.99' 17.50' 40.05' 52.05' 1.00' 25.01' 37.99' 5.50' DELTA 144Â°30'00" 90Â°00'00" 27Â°56'10" 168Â°37'30" 85Â°17'10" 58Â°17'10" 127Â°49'30" 88Â°57'10" 28Â°02'40" 168Â°37'30" TANGENTDISTANCE 9.53' 52.33' 24.14' 34.83' 54.26' 50.69' 1.80' 35.04' 18.41' 10.95' ENDINGNORTHING 650560.95 650494.07 650471.31 650502.47 650502.47 650492.32 650537.61 650502.09 650482.52 650492.32 ENDINGEASTING 7618948.02 7618926.05 7618953.94 7618969.50 7618969.50 7618963.10 7618937.20 7618934.98 7618958.21 7618963.10 POND LINE TABLE Line # PL2 PL1 PL3 PL4 Length 12.08' 24.13' 12.16' 0.84' Direction N41Â° 57' 43.71"W N52Â° 40' 37.00"E N41Â° 57' 43.71"W S52Â° 40' 37.00"W CURVE RADIUS PAVEMENT TABLE CURB # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 BEGINNINGNORTHING 650699.97 650623.66 650668.93 650603.16 650613.50 650603.16 650567.96 650460.19 650460.19 650479.96 650479.96 650554.06 650569.78 650567.25 650537.57 650512.82 650585.14 650611.65 650622.99 650685.95 650649.99 650669.80 650647.71 650618.09 650604.02 650594.97 650594.97 650565.45 650537.63 650510.75 650510.75 650503.69 BEGINNINGEASTING 7619138.44 7619084.38 7619112.54 7619049.13 7619028.33 7619049.13 7618971.37 7619003.90 7619003.90 7619005.86 7619005.86 7618981.55 7619034.41 7619045.51 7619074.45 7619070.54 7619143.41 7619118.35 7619118.47 7619155.98 7619153.68 7619131.08 7619115.85 7619090.13 7619071.80 7619049.44 7619049.44 7619071.25 7619086.42 7619078.37 7619078.37 7619072.63 LENGTH 6.66' 93.95' 8.26' 41.25' 9.31' 85.72' 65.36' 63.43' 43.63' 27.76' 43.60' 36.11' 55.48' 11.58' 41.89' 27.08' 8.96' 37.62' 11.56' 73.72' 47.52' 4.76' 26.84' 39.25' 23.19' 24.19' 20.19' 26.92' 32.19' 29.20' 9.11' 23.32' RADIUS 5.49' 282.00' 8.00' 79.00' 8.00' 269.00' 35.00' 114.00' 22.00' 15.00' 169.00' 20.00' 145.00' 18.00' 83.00' 20.00' 8.00' 44.00' 17.00' 197.00' 98.00' 5.00' 248.00' 341.00' 81.00' 95.00' 8.00' 66.00' 53.00' 30.00' 48.00' 19.00' DELTA 69Â°29'50" 19Â°05'20" 59Â°07'30" 29Â°54'50" 66Â°40'10" 18Â°15'30" 106Â°59'30" 31Â°52'40" 113Â°37'50" 106Â°01'30" 14Â°46'50" 103Â°27'40" 21Â°55'20" 36Â°52'00" 28Â°55'10" 77Â°35'00" 64Â°11'40" 48Â°59'10" 38Â°57'40" 21Â°26'30" 27Â°47'00" 54Â°36'00" 6Â°12'00" 6Â°35'40" 16Â°24'10" 14Â°35'20" 144Â°37'50" 23Â°22'00" 34Â°47'50" 55Â°45'50" 10Â°52'40" 70Â°19'20" TANGENTDISTANCE 6.26' 93.51' 7.89' 40.78' 8.79' 85.36' 56.27' 62.61' 36.82' 23.96' 43.47' 31.40' 55.14' 11.38' 41.45' 25.06' 8.50' 36.48' 11.34' 73.29' 47.06' 4.59' 26.82' 39.23' 23.11' 24.12' 15.24' 26.73' 31.70' 28.06' 9.10' 21.88' ENDINGNORTHING 650706.12 650699.97 650668.10 650623.66 650605.30 650567.96 650511.77 650511.77 650450.92 650475.48 650516.18 650523.20 650554.06 650569.78 650567.25 650537.57 650586.61 650585.14 650611.65 650622.99 650623.76 650674.37 650669.80 650647.71 650618.09 650604.02 650579.74 650579.74 650565.45 650537.63 650503.69 650481.81 ENDINGEASTING 7619137.29 7619138.44 7619104.69 7619084.38 7619025.16 7618971.37 7618968.40 7618968.40 7619039.54 7619029.40 7618981.81 7618975.70 7618981.55 7619034.41 7619045.51 7619074.45 7619151.79 7619143.41 7619118.35 7619118.47 7619192.75 7619131.41 7619131.08 7619115.85 7619090.13 7619071.80 7619048.65 7619048.65 7619071.25 7619086.42 7619072.63 7619073.19 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© 1 Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -3 0 0 - S IT E .d w g T A B:C -3 0 1 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 2 p m B y: A Bro o k s AS NOTED C-301 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 POND, BERM, AND PAVEMENT TABLES 2022.05.20 21:29:27-07'00' HY D WM IV IVIV MW (THIS AREA SHOT F O R E L E V A T I O N S O N L Y ) WM1751151.69WM 1859152.29CP BERN S D D D S S 15 0 150 151 150 152 15 2 1 4 7 14 9 14 8 14 6 148 1 4 9 151 15 1 15 1 149 150 148 SW B U R N H A M S T R E E T FLO O D P L A I N EL E V A T I O N F LO O DP L A I N EL E V A T I ON SW B U R N H A M S T R E E T RESTROOM BUILDING 14 9 . 0 1 1.8% 0.7% 1.7% 1.5% 0. 1 % 1.6% 0.3% 4.1% 0. 3 % 150 1 4 7 14 8 149 151 151 1 5 1 152 152 15 0 151 (150 ) (1 5 0 ) ( 1 4 7 ) (1 4 8 ) (148)( 1 4 9 ) ( 1 4 9 ) (1 5 1 ) (1 5 1 ) (1 5 1 ) 150 150 148.28 TP 149.58 TP 149.42 TP 150.07 TP 151.77 TP 151.68 TP 149.90 TP 0.5% 14 5 14 5 14 4 1 4 4 14 6 1 4 6 147 14714 8 14 8 (152.3Â±) (151.8Â±) (146.5Â±) (146.5Â±) (147.9Â±) (152.0Â±) 1.0 % 4 . 9 % 6.7 % 1.8% 150.00 TP 150.00 TP 150.00 TP 1 5 0 14 6 147 148 149 15 1 FF=150.02 147.99 TP 148.21 TP 148.35 TP 147.66 BW 147.80 BW 147.45 BW 147.45 BW 148.00 FGFACILITY TOP EL 148.94 TP 148.14 TP 149.10 TP 149.05 TP 149.38 TP 149.31 TP 149.61 TP144.00 FGFACILITY BOTTOM EL (146.2Â±) 150.00 TP 149.91 TP 150.00 TP 150.00 TP 149.85 TP 1.0% 0. 0 % 1.5% 2. 0 % 1. 7 % 1. 5 % (146.4Â±) (149.4Â±) (149.2Â±) 10 . 3 3 ' (150) (148) (149) (150) (147) (148) (149) 150 150 APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY WETLAND BOUNDARY PROTECT EXISTING TREESTO REMAIN. DO NOT GRADEAROUND TRUNKS. APPROXIMATEGRADINGEXTENTS 10 . 3 3 ' 146 147 148 VEGETATED CORRIDORBOUNDARY (146 ) (1 4 6 ) ( 1 4 7 ) (1 4 8 ) (1 4 5 ) (1 46) (1 4 7 ) > > > 144.00 RIM 144.00 RIM 147.72 RIM 1 5 0 1 4 7 148 148 1 4 9 1 5 1 1 5 1 151 1 5 2 1 5 2 1 5 2152 15 2 1 5 3 1 5 3 1 5 4 1 5 4 TOP OF BERM154.93 TG 150.23 TP 150.16 TP 150.64 TPN 650554.12E 7619061.98 TOP OF BERM154.93 TG 4.8% 5.2% 8.9% 31.0% 31.2% 1 4 . 4 % 31.8% 150.45 RIM149.79 RIM 147.62 RIM 151.64 TG 151.64 TG 151.64 TG 1.4%2.6% 1.5% 151.36 FLAT SURFACEFOR WATERFEATURE 151.36 TP 151.36 TP 151.36 TP 151.36 TP 151.36 TP 149.80 TP 151.77 TPN 650607.01E 7619120.24 150.90 TP 149.84 TPN 650540.12E 7619100.60 5.7 % 3.3% 3.6% 9.1 % 7.1 % 5 .6 % 149.16 TPN 650495.88E 7619051.88 1.4% 1.6% 1.4% 1.5% 151.33 TP 151.23 TP 149.82 TP 149.69 TP 1.4% (151.8Â±) (152.2Â±) 150.12 RIM 13.0% 2. 1 % 1 . 5 % 1 . 5 % 0.5% 2. 4 % 151.34 TPN 650642.65E 7619126.88 151.50 TP 152.31 TG 1.0% 150 150 150.69 RIM 149.97 RIM 151.12 TP 151.43 TPN 650621.80E 7619118.04 149.66 TP 150.00 TP 149.50 BOSN 650595.09E 7619001.69 149.11 RIM148.00 FGFACILITY TOP EL 1.6%1.0%3.1% 1. 5 % 1. 5 % 1.5 % 1.4 % 1.4 % 151.04 TP150.76 TP150.42 TP 151.15 TP 151.27 TP149.90 TP 145.19 RIM (151.9Â±) (152.0Â±) (152.3Â±) 151.86 TP 152.08 TP 9.8 % 1.4%1.4% 1.0% 148.05 TP 148.28 TP 1.0% 0. 4 % 1.5% 1. 0 % 1. 0 % 1.8% 2.0%149.91 TP 2.9% 1. 4 % 3.3%1.5%1.5% CONTOUR MAJOR (FG) CONTOUR MINOR (FG) EX. CONTOUR MAJOR EX. CONTOUR MINORGRADING SLOPE AND DIRECTION (DOWNHILL)X.X% SPOT ELEVATION DESCRIPTION LISTED BELOW.NO DESCRIPTION MEANS TP OR TG BOS BOTTOM OF SWALEBWBOARDWALK (FOR REFERENCE)EG EXISTING GRADEFFFINISHED FLOORRIMRIM OF STRUCTURETCTOP OF CURBTGTOP OF GROUNDTPTOP OF PAVEMENT XX.XX XX GRADE BREAK 1.SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2.LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANYDIRECTION. 3.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADAACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). CALLOUT DESCRIPTION >CONVEYANCE SWALE SHEET NOTES SHEET LEGENDGRADING LABEL LEGEND (XXX.XÂ±)EXISTING GRADE(MATCH WHERE APPLICABLE) APPROXIMATE GRADING EXTENTS ACCESSIBLE ROUTE DRAINAGE FLOW DIRECTION FLOODPLAIN ELEVATION Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -4 0 0 - G R AD.d w g T A B:C -4 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 4 3 p m B y: A Bro o k s AS NOTED C-400 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 GRADING AND FLOOD PLAN SCALE 10 1 INCH = 10 FEET 10 200 SEE PFI PLANS FOR GRADING IN THE ROW SEE PFI PLANS FOR GRADING IN THE ROW 1 2022.05.20 21:28:58-07'00' RFI 53 RFI 93 RFI 27 RFI 45 RFI 30 RFI 3 SW B U R N H A M S T R E E T RESTROOM BUILDING 6+00 7+00 ~ ~ SMH 7 RIM=151.74' IE(NW)8" CONC=144.78'IE(NE)6" CONC=144.98'IE(SE)8" CONC=144.83' GAS FINK ~ ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER ~ COMM. VAULT ~ 6+00 7+00 ~ ~ ~ ~ EB C GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT F O R E L E V A T I O N S O N L Y ) COMM. VAULT 30' WIDE SANITARY SEWER EASEMENT BOOK, 890 PAGE, 753 WM1751151.69WM 1780145.03WET C1 0 1781145.01WET C9 1785145.93WET C 2 1788144.98WET B19 1789144.92WET B18 1790144.77WET B17 1791144.77WET B161792144.92WET B1 5 1859152.29CP BERN S D D D S S SMH 7 RIM=151.74' IE(NW)8" CONC=144.78'IE(NE)6" CONC=144.98'IE(SE)8" CONC=144.83' GAS FINK ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER SMH RIM=144.52' LID UNDER WATER, COULD NOT OPEN COMM. VAULT SMH RIM=147.59'IE (NW) 24" CONC=138.49'IE (SE) 24" CONC=138.39' SW B U R N H A M S T R E E T S CO-101RIM=149.79IE 4" IN=147.55 (SE)IE 4" OUT=147.55 (NE) S MH-101RIM=150.47IE 4" IN=147.06 (SW)IE 4" IN=147.40 (SE)IE 6" OUT=146.91 (NE) S MH-103RIM=151.46IE 6" IN=145.29 (SW)IE EX 8" IN=144.50' (SE)IE EX 8" OUT=144.50 (NW) 141 LF - 6"S ASTM D 3034, SDR 35, PVC S=1.15% W STUB-01 W TEE-03 5 LF - 2"W W W W55 LF - 2"W W TAP-01 W WM-01 STORMWATER DETENTION POND EEEEEEEEEEEEEEEEEE CCCCCCCCC EXST EXSMHRIM=147.59IE IN=138.49 (NW)IE OUT=138.39 (SE) SS-ASS-A SS - A 2 1 3 49 LF - 4"S ASTM D 3034, SDR 35, PVC S=1.00% W SS - C IR W WW HB-05 (45Â°)15 LF - 2"W W HB-06 (45Â°) W25 LF - 2"WW HB-07 (45Â°) W W W W W W 98 L F - 2 " W W HB-08 (45Â°) W27 LF - 2"WW HB-09 (22.5Â°+11.25Â°) W W W W 66 LF - 2"W W HB-10 (45Â°) W W W W W 80 LF - 2"W W HB-11 (45Â°) 10 LF - 2"W W W W TEE-13 W W W W W W W 11 7 L F - 2 " W W W TEE-07 W HOSE-47 LF - 2"WW HOSE-5 11 L F - 2 " W WW TEE-09 W HOSE-6 W 19 L F - 2 " W W W W TEE-10 W HOSE-7 W W W 52 L F - 2 " W W TEE-12 W HOSE-9 W29 L F - 2" W W W W W W HOSE-11 W W W W 41 LF - 2 " W 24 LF - 2 " W 8 LF - 2"W 35 LF - 2"W24 LF - 2"W!!!! 8 8 8 8 8 8 W RPBA-01 4 9 11W TEE-02 64 LF - 2"W W TEE-08 5 LF - 2"W 12 EXTENTS OF PHASE 2 CANOPY WATER FEATURE WATERTANK AND MECHANICALVAULT (BELOW GRADE) PHASE 2 BUILDING OUTLINE WETLAND BOUNDARY 1C-501 VEGETATED CORRIDORBOUNDARY NOTE DESCRIPTION DETAILREF. 1 CITY OF TIGARD TO INSTALL 2-INCH WATER METER COT #521 2 CONNECT TO EXISTING 8-INCH SANITARY SEWER MAIN WITHPUBLIC MANHOLE.CWS #010 3 PROTECT EXISTING PUBLIC SANITARY SEWER LINES ONSITE. 4 PROVIDE 2" REDUCED PRESSURE BACKFLOW ASSEMBLY INABOVE GRADE HEATED ENCLOSURE. PROVIDE POWER SUPPLYFOR HEATER PER MANUFACTURER'S RECOMMENDATIONS. COT #553COT #557 5 PROVIDE PIPE SLEEVE WHERE WATER CROSSES UNDERSANITARY SEWER FOR ENTIRE BRANCH OF DOMESTIC WATERSERVICE. 6 PROVIDE AIR ADMITTANCE VALVE FOR LAST HUB DRAIN TO BESTUBBED 2-FT ABOVE GRADE. 7 SEE FLUIDITY PLANS FOR CONTINUATION WITHIN WATERFEATURE TANK. 8 HOSE BIB SHALL BE WOODFORD NON-FREEZE AUTO-DRAINMODEL S3 YARD HYDRANT OR APPROVED EQUAL. 9 TAP TO BE COMPLETED BY CITY APPROVED CONTRACTOR. 10 ADD ALTERNATE. 11 AVOID EXISTING FRANCHISE UTILITIES TO REMAIN. PRESERVEABOVE GRADE STRUCTURES. 12 CONTRACTOR RESPONSIBLE FOR PLUGGING EXISTING 1"WATER SERVICE. STRUCTURE TYPE PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% XX XX-XXRIM=IE IN = XX.XIE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (S=SANITARY SEWER, W=WATER) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) STRUCTURE LABEL1.ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BEDONE PER DETAIL 1/C-901. 2.OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL ANDSURFACING PER CITY OF TIGARD STANDARD DETAIL #180. 3.STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4.INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER CITY OFTIGARD STANDARD DETAIL #560. 5.SEE SHEET C-501 FOR STRUCTURE TABLES AND SHEET C-502 FORUTILITY PROFILES. 6.SEE PROJECT SPECIFICATIONS FOR ACCEPTABLE PIPE MATERIALSUNLESS NOTED SPECIFICALLY ON PLANS. SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION DETAIL REF. AV AIR ADMITTANCE VALVE CO CLEANOUT TO GRADE 2/C-901 FH FIRE HYDRANT GV GATE VALVE 1/C-902 HB HORIZONTAL BEND HOSE HOSE BIB HUB HUB DRAIN (TO SANITARY SEWER)2/C-902 MH MANHOLE 3/C-901 RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY COT #553COT #557STUBSTUB TEE TEE CONNECTION VB VERTICAL BEND WM WATER METER COT #521 WYE WYE CONNECTION X UTILITY KEY NOTESSHEET NOTES UTILITY LABEL LEGEND CALLOUT DESCRIPTION AV AIR ADMITTANCE VALVE HUB HUB DRAIN FOR SANITARY WASTE DUMPING TEE TEE RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY VALVE ISOLATION VALVE MH MANHOLE CO CLEANOUT HOSE HOSE BIB METER WATER METER GI GREASE INTERCEPTOR (SEE PLUMBING PLANS FOR DETAILS) WATER LINEW E E ELECTRIC LINE (SHOWN FOR REF. SEE ELEC. PLANS) SANITARY SEWER LINES TC C TELECOMMUNICATIONS LINE (SHOWN FOR REF. SEE ELEC. PLANS) SD STORM DRAIN LINE UTILITY LINETYPE AND SYMBOLS LEGEND X UTILITY KEY NOTES NOTE DESCRIPTION DETAILREF. RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY COT #553COT #557 IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANSFOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FORCONTINUATION. SIZE AS NOTED. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FORCONTINUATION. SIZE AS NOTED. !!UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. W Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -5 0 0 - U TI L . d w g T A B:C -5 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 4 5 p m B y: A Bro o k s AS NOTED C-500 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 UTILITY PLAN SCALE 10 1 INCH = 10 FEET 10 200 1 1 1 1 1 1 2022.05.20 21:28:19-07'00' RFI 33 EMC GM S STUB-101IE 4" OUT=147.69 (NW) S CO-102RIM=150.60IE 4" IN=147.61 (SW)IE 4" OUT=147.61 (NW) W TEE-01 W W W 8 LF - 2"W W STUB-02 W 14 LF - 1-1/2"W 14 L F - 4 " S S= 1 . 0 0 % EEEEEEEEEE EEEEEEEEEE CCCCCCCCCC S STUB-102IE 4" OUT=147.66 (NE) 8 LF - 4"SS=1.00% S STUB-103IE 4" OUT=147.68 (NE) 8 LF - 4"SS=0.90% 23 L F - 4 " S S= 0 . 9 0 % SS - B S CO-03RIM=150.44IE 4" OUT=148.47 (SW) S CO-04RIM=149.75IE 4" IN=147.89 (NE)IE 4" OUT=147.89 (NW) S GI-01RIM=149.97IE 4" IN=147.75 (SE)IE 4" OUT=147.75 (NW) SS - C S CO-05RIM=149.97IE 4" IN=147.70 (SE)IE 4" OUT=147.70 (NW) S HUB-01RIM=150.12IE 4" OUT=148.14 (SE) 4 L F - 4 " S S= 1 . 0 0 % S HUB-02RIM=150.69IE 4" OUT=148.49 (SE) 58 LF - 4"SS=1.00% 14 L F - 4 " S S= 1 . 0 0 % 21 L F - 4 " S S= 1 . 0 0 % W TEE-04 W HOSE-03 W 8 L F - 2 " W W W W TEE-05 W HOSE-02 W8 L F - 2 " W W TEE-06 W HOSE-01 6 L F - 2 " W 6 LF - 2"W SS-C SS-C SS - C S S 7 7 7 W HB-02 (45Â°) W W W W HB-03 (45Â°) W HB-04 (45Â°) S AV-01RIM=150.08IE 4" IN=148.45 (NW) W W TEE-15 W W W W W 60 L F - 2 " W 6 LF - 2"W 3 LF - 2"W 3 LF - 2"W 15 LF - 2"W 29 LF - 2"W 3 LF - 2"W 4 L F - 4 " S S= 1 . 0 0 % 5 5 5 8 8 8 S W HB-01 (45Â°) 6 10 10 10 10 10 10 NOTE DESCRIPTION DETAILREF. 1 CITY OF TIGARD TO INSTALL 2-INCH WATER METER COT #521 2 CONNECT TO EXISTING 8-INCH SANITARY SEWER MAIN WITHPUBLIC MANHOLE.CWS #010 3 PROTECT EXISTING PUBLIC SANITARY SEWER LINES ONSITE. 4 PROVIDE 2" REDUCED PRESSURE BACKFLOW ASSEMBLY INABOVE GRADE HEATED ENCLOSURE. PROVIDE POWER SUPPLYFOR HEATER PER MANUFACTURER'S RECOMMENDATIONS. COT #553COT #557 5 PROVIDE PIPE SLEEVE WHERE WATER CROSSES UNDERSANITARY SEWER FOR ENTIRE BRANCH OF DOMESTIC WATERSERVICE. 6 PROVIDE AIR ADMITTANCE VALVE FOR LAST HUB DRAIN TO BESTUBBED 2-FT ABOVE GRADE. 7 SEE FLUIDITY PLANS FOR CONTINUATION WITHIN WATERFEATURE TANK. 8 HOSE BIB SHALL BE WOODFORD NON-FREEZE AUTO-DRAINMODEL S3 YARD HYDRANT OR APPROVED EQUAL. 9 TAP TO BE COMPLETED BY CITY APPROVED CONTRACTOR. 10 ADD ALTERNATE. 11 AVOID EXISTING FRANCHISE UTILITIES TO REMAIN. PRESERVEABOVE GRADE STRUCTURES. 12 CONTRACTOR RESPONSIBLE FOR PLUGGING EXISTING 1"WATER SERVICE. STRUCTURE TYPE PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% XX XX-XXRIM=IE IN = XX.XIE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (S=SANITARY SEWER, W=WATER) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) STRUCTURE LABEL1.ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BEDONE PER DETAIL 1/C-901. 2.OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL ANDSURFACING PER CITY OF TIGARD STANDARD DETAIL #180. 3.STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4.INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER CITY OFTIGARD STANDARD DETAIL #560. 5.SEE SHEET C-501 FOR STRUCTURE TABLES AND SHEET C-502 FORUTILITY PROFILES. 6.SEE PROJECT SPECIFICATIONS FOR ACCEPTABLE PIPE MATERIALSUNLESS NOTED SPECIFICALLY ON PLANS. SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION DETAIL REF. AV AIR ADMITTANCE VALVE CO CLEANOUT TO GRADE 2/C-901 FH FIRE HYDRANT GV GATE VALVE 1/C-902 HB HORIZONTAL BEND HOSE HOSE BIB HUB HUB DRAIN (TO SANITARY SEWER)2/C-902 MH MANHOLE 3/C-901 RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY COT #553COT #557STUBSTUB TEE TEE CONNECTION VB VERTICAL BEND WM WATER METER COT #521 WYE WYE CONNECTION X UTILITY KEY NOTESSHEET NOTES UTILITY LABEL LEGEND CALLOUT DESCRIPTION AV AIR ADMITTANCE VALVE HUB HUB DRAIN FOR SANITARY WASTE DUMPING TEE TEE RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY VALVE ISOLATION VALVE MH MANHOLE CO CLEANOUT HOSE HOSE BIB METER WATER METER GI GREASE INTERCEPTOR (SEE PLUMBING PLANS FOR DETAILS) WATER LINEW E E ELECTRIC LINE (SHOWN FOR REF. SEE ELEC. PLANS) SANITARY SEWER LINES TC C TELECOMMUNICATIONS LINE (SHOWN FOR REF. SEE ELEC. PLANS) SD STORM DRAIN LINE UTILITY LINETYPE AND SYMBOLS LEGEND X UTILITY KEY NOTES NOTE DESCRIPTION DETAILREF. RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY COT #553COT #557 IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANSFOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FORCONTINUATION. SIZE AS NOTED. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FORCONTINUATION. SIZE AS NOTED. !!UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. W S STRUCTURE TABLE STRUCTURE ID CO-03 CO-04 CO-05 CO-101 CO-102 GI-01 HUB-01 HUB-02 MH-101 MH-103 NORTHING 650538.11 650499.06 650513.26 650524.25 650539.89 650509.70 650516.31 650539.95 650557.22 650652.14 EASTING 7619172.00 7619128.97 7619116.08 7619096.65 7619148.71 7619119.30 7619141.44 7619167.48 7619132.96 7619237.52 RIM ELEVATION 150.44 149.75 149.97 149.79 150.60 149.97 150.12 150.69 150.47 151.46 INVERT ELEVATIONS IE 4" OUT=148.47 (SW) IE 4" IN=147.89 (NE)IE 4" OUT=147.89 (NW) IE 4" IN=147.70 (SE)IE 4" OUT=147.70 (NW) IE 4" IN=147.55 (SE)IE 4" OUT=147.55 (NE) IE 4" IN=147.61 (SW)IE 4" OUT=147.61 (NW) IE 4" IN=147.75 (SE)IE 4" OUT=147.75 (NW) IE 4" OUT=148.14 (SE) IE 4" OUT=148.49 (SE) IE 4" IN=147.06 (SW)IE 4" IN=147.40 (SE)IE 6" OUT=146.91 (NE) IE 6" IN=145.29 (SW) S STRUCTURE TABLE STRUCTURE ID STUB-101 STUB-102 STUB-103 NORTHING 650514.13 650536.74 650534.27 EASTING 7619105.83 7619140.28 7619142.52 INVERT ELEVATIONS IE 4" OUT=147.69 (NW) IE 4" OUT=147.66 (NE) IE 4" OUT=147.68 (NE) W STRUCTURE TABLE STRUCTURE ID HB-01 (45Â°) HB-02 (45Â°) HB-03 (45Â°) HB-04 (45Â°) HB-05 (45Â°) HB-06 (45Â°) HB-07 (45Â°) HB-08 (45Â°) HB-09 (22.5Â°+11.25Â°) HB-10 (45Â°) HB-11 (45Â°) HOSE-01 HOSE-02 HOSE-03 HOSE-4 HOSE-5 HOSE-6 HOSE-7 HOSE-9 HOSE-11 NORTHING 650538.18 650535.33 650495.71 650495.85 650448.92 650451.29 650524.14 650550.99 650603.70 650670.44 650673.85 650544.97 650531.20 650521.13 650456.92 650563.00 650595.88 650539.85 650700.83 650588.51 EASTING 7619174.79 7619174.65 7619130.97 7619128.12 7619076.40 7619027.38 7618961.25 7618962.55 7619088.75 7619133.05 7619149.93 7619172.73 7619157.50 7619147.19 7619051.54 7618963.47 7619020.79 7619070.73 7619136.64 7619140.83 W STRUCTURE TABLE STRUCTURE ID RPBA-01 STUB-01 STUB-02 TAP-01 TEE-01 TEE-02 TEE-03 TEE-04 TEE-05 TEE-06 TEE-07 TEE-08 TEE-09 TEE-10 TEE-12 TEE-13 TEE-15 WM-01 NORTHING 650592.68 650462.28 650529.47 650610.49 650519.47 650585.90 650458.69 650515.30 650524.93 650540.22 650450.14 650553.10 650578.37 650587.81 650672.33 650587.07 650544.02 650606.96 EASTING 7619234.86 7619083.91 7619148.10 7619254.52 7619157.17 7619227.40 7619087.16 7619152.58 7619163.19 7619177.04 7619051.21 7618967.61 7619028.10 7619050.70 7619142.40 7619228.70 7619181.23 7619250.47 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -5 0 0 - U TI L . d w g T A B:C -5 0 1 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 6 p m B y: A Bro o k s AS NOTED C-501 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 UTILITY PLAN ENLARGEMENT SCALE 05 1 INCH = 5 FEET 5 10 SCALE:1 UTILITY PLAN ENLARGEMENT HORZ: 1" = 5' 2022.05.20 21:27:42-07'00' SCALE: HORIZ: 1" = ' VERT: 1" = ' SS-C PROFILE 140 145 150 155 160 140 145 150 155 160 -0+20 0+00 0+50 1+00 1+20 SCALE: HORIZ: 1" = ' VERT: 1" = ' SS-B PROFILE 135 140 145 150 155 160 135 140 145 150 155 160 -0+20 0+00 0+50 SCALE: HORIZ: 1" = ' VERT: 1" = ' SS-A PROFILE 140 145 150 155 160 140 145 150 155 160 -0+20 0+00 0+50 1+00 1+50 2+00 2+40 IE 4 " I N = 1 4 7 . 5 5 ( S E ) IE 4 " O U T = 1 4 7 . 5 5 ( N E ) RI M = 1 4 9 . 7 9 0+ 1 3 . 6 7 C O -1 0 1 SS - A IE 4 " I N = 1 4 7 . 0 6 ( S W ) IE 4 " I N = 1 4 7 . 4 0 ( S E ) IE 6 " O UT = 1 4 6 . 9 1 ( N E ) RI M = 1 5 0 . 4 7 0+ 6 2 . 7 2 M H - 1 0 1 SS - A IE 6 " I N = 1 4 5 . 2 9 ( S W ) RI M =1 5 1 . 4 6 2+ 0 3 . 9 3 M H - 1 0 3 SS - A 141 LF - 6"S S=1.15% 14 LF - 4"SS=1.00% EXST2+03.93IE=144.50 IE 4 " O UT = 1 4 7 . 6 9 ( N W ) 0+ 0 0 . 0 0 S T U B - 1 0 1 SS - A EXST-SD1+96.55 EXST1+87.15 PROPOSEDGRADE EXISTINGGRADE IE 4 " I N = 1 4 7 . 6 1 ( S W ) IE 4 " O U T = 1 4 7 . 6 1 ( N W ) 0+ 0 6 . 7 5 C O -1 0 2 SS - B IE 4 " I N = 1 4 7 . 0 6 ( S W ) IE 4 " I N = 1 4 7 . 4 0 ( S E ) IE 6 " O UT = 1 4 6 . 9 1 ( N E ) 0+ 6 2 . 7 2 M H - 1 0 1 SS - A IE 4 " O UT = 1 4 7 . 6 8 ( N E ) 0+ 0 1 . 2 0 S T U B - 1 0 3 SS - B 4"S LATERAL0+10.08IE=147.63 PROPOSEDGRADEIE 4 " I N = 1 4 7 . 6 1 ( S W ) IE 4 " O U T = 1 4 7 . 6 1 ( N W ) RI M = 1 5 0 . 6 0 0+ 0 6 . 7 5 C O -1 0 2 SS - B IE 4 " O U T = 1 4 7 . 6 8 ( N E ) RI M = 1 4 8 . 0 3 0+ 0 1 . 2 0 S T U B - 1 0 3 SS - B 23 LF - 4"SS=0.90% 49 LF - 4"S S=1.00% 4"S LATERAL0+61.22IE=148.10 4"S LATERAL0+96.39IE=148.45 4"S0+00.00IE=147.48 IE 4 " I N = 1 4 7 . 7 0 ( S E ) IE 4 " O UT = 1 4 7 . 7 0 ( N W ) RI M = 1 4 9 . 9 7 0+ 2 1 . 2 1 C O -0 5 SS - C IE 4 " I N = 1 4 7 . 7 5 ( S E ) IE 4 " O U T = 1 4 7 . 7 5 ( N W ) RI M = 1 4 9 . 9 7 0+ 2 6 . 0 1 G I- 0 1 SS - C IE 4 " I N = 1 4 7 . 8 9 ( N E ) IE 4 " O UT = 1 4 7 . 8 9 ( N W ) RI M = 1 4 9 . 7 5 0+ 4 0 . 3 9 C O - 0 4 SS - C IE 4 " O UT = 1 4 8 . 4 7 ( S W ) RI M =1 5 0 . 4 4 0+ 9 8 . 5 0 C O -0 3 SS - C 21 LF - 4"S S=1.00% 14 LF - 4"S S=1.00%58 LF - 4"SS=1.00% PROPOSEDGRADE EXISTINGGRADE 2"W0+68.76IE=146.10 2"W0+83.12IE=146.181-1/2"W0+74.99IE=146.08 2"W0+89.58 4"S LATERAL0+20.67IE=147.49 8 LF - 4"SS=0.90% Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -5 0 0 - U TI L . d w g T A B:C -5 0 2 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 7 p m B y: A Bro o k s AS NOTED C-502 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 UTILITY PROFILES SCALE 10 1 INCH = 10 FEET 10 200 2022.05.20 21:27:12-07'00' 6+00 7+00 ~ ~ DMH 3 RIM=151.59' IE(NW)24" PVC=145.87'IE(SE)18" CONC=146.14'IE(S)12" DI=147.73'IE(SW)8" DI=147.44' GAS FINK DCO RIM=151.25' DMH 6 RIM=151.53'IE(NW)18" CONC=146.86'IE(SE)18" CONC=146.87' IE(S)12" DI=147.53' CB 8 RIM=151.43' IE(N)12" DI=147.8'IE(SW)8" PVC=147.65'BTM=146.38'(DEBRIS) DCO RIM=151.04' CB 12 RIM=150.78' IE(N)8" DI=147.73' CB 11 RIM=150.79'IE(NE)12" DI=147.74' ~ DCO RIM=150.55' CB 4 RIM=151.74' IE(N)12" PVC=147.87' DCO RIM=150.76' MONITORING WELL RIM=148.87' ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER ~ COMM. VAULT 15 0 ~ 6+00 7+00 ~ ~ ~ ~ EB C GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT F O R E L E V A T I O N S O N L Y ) COMM. VAULT 30' WIDE SANITARY SEWER EASEMENT BOOK, 890 PAGE, 753 WM1751151.69WM WM1752151.37WM 1859152.29CP BERN S D D D S S DMH 3 RIM=151.59' IE(NW)24" PVC=145.87'IE(SE)18" CONC=146.14'IE(S)12" DI=147.73'IE(SW)8" DI=147.44' GAS FINK DCO RIM=151.25' DMH 6 RIM=151.53'IE(NW)18" CONC=146.86'IE(SE)18" CONC=146.87' IE(S)12" DI=147.53' CB 8 RIM=151.43' IE(N)12" DI=147.8'IE(SW)8" PVC=147.65'BTM=146.38'(DEBRIS) DCO RIM=151.04' CB 12 RIM=150.78' IE(N)8" DI=147.73' CB 11 RIM=150.79'IE(NE)12" DI=147.74' DCO RIM=150.55' CB 4 RIM=151.74' IE(N)12" PVC=147.87' DCO RIM=150.76' MONITORING WELL RIM=148.87' ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER COMM. VAULT DMH 5 RIM=151.26'IE(NW)18" CONC=146.66' IE(SE)18" CONC=146.68' IE(SW)12" DI=147.63' DCO RIM=149.57' 15 0 150 151 150 152 15 2 1 4 7 14 9 14 8 14 6 148 1 4 9 151 15 1 15 1 149 150 148 SW B U R N H A M S T R E E T FLO O D P L A I N EL E V A T I O N F LO O DP L A I N EL E V A T I ON SW B U R N H A M S T R E E T RESTROOM BUILDING W W W EEEEEEEEEEEEEEEEEE CCCCCCCCCWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W 14 5 150 14 4 146 147 148 149 151 1 5 2 152 15 2 150 147 147 147 148 149 1 5 1 49 LF - 12"SDS=0.38% 59 L F - 1 2 " S D S= 0. 2 9 % 24 LF - 4"SDS=0.50% 52 LF - 4"SDS=0.50% 51 LF - 4"SDS=0.50% 25 LF - 4"SDS=0.50% FD FD FD FD !! 2 2 SD FCMH-01RIM=147.55IE 12" IN=142.78 (NW)IE 12" OUT=142.78 (SE) SD DI-01RIM=144.34IE 12" OUT=142.97 (SE) SD AD-01RIM=147.75IE 6" OUT=146.03 (NW) SD OF-02IE 6" IN=144.00 (E) SD CO-201IE 4" OUT=147.66 (NW) SD BWV-01IE 4" IN=147.28 (NE)IE 4" IN=147.28 (SE)IE 6" OUT=147.08 (W) SD CO-202IE 4" OUT=147.66 (SW) SD CO-203 SD SD SD OF-03IE 4" IN=144.00 (NE)26 LF - 4"S DS=7.28% 21 L F - 4 " S D S=1 3 . 6 4 % SD AD-02RIM=148.35IE 4" OUT=146.53 (SW) SD OF-01IE 4" IN=144.00 (NE) 20 LF - 4"SD S=20.68% 6 LF - 4"SDS=1.00% 4 LF - 4"SDS=1.00% 8 LF - 4"SDS=9.38% 9 LF - 4"SD S=7.28% SD MH-03RIM=145.19IE 12" IN=142.61 (NW)IE 12" OUT=142.41 (SE) 3 IE 4" OUT=148.15 (SW) IE 4" OUT=148.09 (SW) IE 4" OUT=146.83 (SW) IE 4" OUT=146.78 (SW) 108 LF - 6" SD S=2.79% 15 0 151 152 153 154 15 014 9 151 152 153 154 IE 6" OUT=145.83 (NW) 34 L F - 6 " S D S= 4 . 2 7 % WETLAND BOUNDARY VEGETATEDCORRIDORBOUNDARY WATER FEATURE WATER TANK ANDMECHANICAL VAULT(BELOW GRADE) 30.00' PUBLIC SEWEREASEMENT VEGETATEDCORRIDORBOUNDARY STRUCTURE TYPE STRUCTURE LABEL XX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) LOCATION (WHERE APPLICABLE) 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 1/C-901. 2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN ATCENTER OF STRUCTURE. PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) X UTILITY KEY NOTES NOTE DESCRIPTION DETAILREF. 1 CONNECT ROOF DRAINS TO PIPE BELOW FOUNDATIONDRAIN CONNECTION TO BACKWATER VALVE.11/C-901 2 PROVIDE 4-INCH DIAMETER SUBDRAINAGE PIPING FORPERVIOUS PAVING AS INDICATED. CONNECT TOHEADER PIPE THAT DISCHARGES TO DETENTION PONDAT PROTECTED OUTFALL. SLOPE PIPING AT 0.5%MINIMUM. 4/C-904 3 NEW PUBLIC MANHOLE. SEE PFI PLANS FORCONTINUATION AND DETAILS. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEEPLUMBING PLANS FOR CONTINUATION. SIZE AND IE ASNOTED.6/C-901 !!UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE,U.N.O. CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN 4/C-901 BWV BACKWATER VALVE 11/C-901 CO CLEANOUT TO GRADE 2/C-901 DI DITCH INLET 1/C-904 FCMH FLOW CONTROL MANHOLE 5/C-901 FD FOUNDATION DRAINAGE 10/C-901 MH MANHOLE 3/C-901 OF OUTFALL 9/C-901 STUB STUB SHEET NOTES UTILITY LABEL LEGEND SD STRUCTURE TABLE STRUCTURE ID AD-01 AD-02 BWV-01 CO-201 CO-202 CO-203 MH-03 OF-01 OF-02 OF-03 NORTHING 650462.12 650566.13 650481.58 650499.14 650497.28 650481.94 650413.09 650495.16 650493.48 650537.56 EASTING 7618995.92 7618958.28 7619071.46 7619125.96 7619126.20 7619068.87 7619043.96 7618959.06 7618961.33 7618938.47 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -6 0 0 - S TR M.d w g T A B:C -6 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 4 6 p m B y: A Bro o k s AS NOTED C-600 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 STORM DRAINAGE PLAN SCALE 10 1 INCH = 10 FEET 10 200 MATCHLINE SEE SHEET C-601 1 1 2022.05.20 21:32:50-07'00' 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+86 ~ ~~ ~ ~ ~ ~ ~ SMH 1 0 R I M = 1 5 3 . 9 2 ' IE(N W ) 1 8 " P V C = 1 4 3 . 0 0 ' IE(N E ) 1 8 " P V C = 1 4 1 . 8 9 ' IE(S E ) 1 8 " P V C = 1 4 1 . 5 8 ' ~ ~ SMH 7 RIM=151.74'IE(NW)8" CONC=144.78'IE(NE)6" CONC=144.98'IE(SE)8" CONC=144.83' SMH 2 RIM=152.63'IE(W)8"=142.39'IE(N)6" PVC=147.41'IE(SE)8"=142.56' DMH 1 RIM=152.50'IE(W)24" PVC=145.3'IE(NE)14" PVC=146.62'IE(SE)24" PVC=145.38'IE(N)8" PVC=147.23' DMH 3 RIM=151.59'IE(NW)24" PVC=145.87'IE(SE)18" CONC=146.14'IE(S)12" DI=147.73'IE(SW)8" DI=147.44' GAS FINK ~ DCO RIM=151.25' DMH 6 RIM=151.53'IE(NW)18" CONC=146.86'IE(SE)18" CONC=146.87'IE(S)12" DI=147.53' CB 8 RIM=151.43'IE(N)12" DI=147.8'IE(SW)8" PVC=147.65'BTM=146.38'(DEBRIS) DCO RIM=151.04' CB 12 RIM=150.78'IE(N)8" DI=147.73' ~ CB 11 RIM=150.79'IE(NE)12" DI=147.74' ~ DCO RIM=150.55' CB 4 RIM=151.74'IE(N)12" PVC=147.87' DCO RIM=150.76' MONITORING WELLRIM=148.87' ~ ~ ~ ~ ~ STEVENSON, MICHAEL J. & KAY L.9040 SW BURNHAM ST2S102AC00100 ~ ~ ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER ~ ~ COM M . D U C T TIGARD, CITY OF8955 SW COMMERCIAL ST2S102AC00204 CITY CENTER DEVELOPMENT AGENCY9110 SW BURNHAM ST2S102AC00202 CITY CENTER DEVELOPMENT AGENCY8955 SW COMMERCIAL ST2S102AC00203 FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' 141 142 COMM. VAULT (CREEK LOCATED TO TOP OF BANK ANDADJACENT SLOPE ONLY) 15 0 144 37.5'37.5' 145 ~ ~ ~ ~ ~ ~ ~ ~ ~ 185354.388" DTR 3 185456.088" DTR 3 185557.8016" ETR 185652.968" DTR 6 185753.9510" DTR 185853.3819" DTR 3 186154.1814" DTR 186253.9512" DTR 186354.1110" DTR 186453.927" DTR 186553.3416" DTR 186652.5710" DTR 186751.958" DTR 186854.408" DTR 186955.2030" ETR 187054.5410" DTR 187156.4412" DTR 187255.0914" DTR 3 187355.9314" DT R 2 187455.578" DTR 187555.3724" DTR 187654.5736" DT R 3 187754.8610" DTR 187856.0415" DT R 2 187955.847" DTR 188055.9012" DT R 2 188156.726" DTR 188256.007" DTR 188355.8610" DTR 188458.046" DTR 2188555.0316" DTR 188661.808" DTR 2 188759.9827" DTR 2 188855.4410" ETR 426856.7812" DTR 2 426957.2212" DTR 427057.855" DTR 427359.57SHRUB427459.68SHRUB 427559.51SHRUB 254356.298" DTR 254457.068" DTR 254557.603" DTR 254657.9012" DT R 254758.8310" DTR 254858.498" DTR 230457.869" DTR 230557.868" DTR 230660.54SHRUB230760.35SHRUB230860.44SHRUB230960.32SHRUB231060.40SHRUB231160.50SHRUB 231260.51SHRUB 231360.08SHRUB 231460.40SHRUB 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+86 ~ ~ ~ ~~ ~ ~ STEVENS, PAGE9180 SW BURNHAM ST2S102AC00200 ~~ ~ ~ ~ ~ ~ ~ ~ FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' EBCGV EBHY D EB WMEBCGV IV IVIV EMC MW GM (THIS AREA SHOT FOR ELEVATI O N S O N L Y ) COMM. VAULT (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 37.5'37.5' CITY CENTER DEVELOPMENT AGENCY13125 SW HALL BLVD.2S102AC00202 15' WIDESANITARY SEWEREASEMENT 30' WIDESANITARY SEWEREASEMENTBOOK, 890PAGE, 753 20154.90CP RPC 30148.98CP MAG S P K WM1751151.69WM 1779144.20WET C 1 1 1780145.03WET C 1 0 1781145.01WET C9 1782145.37WET C8 1783144.71WET C7 1784144.87WET C6 1785145.93WET C2 1786145.73WET C31787145.10WET C4 1788144.98WET B19 1789144.92WET B1 8 1790144.77WET B17 1791144.77WET B1 6 1792144.92WET B15 1793145.13WET B14 1794145.05WET B13 1795144.91WET B1 2 1796145.13WET B11 1797145.29WET B 1 0 1798144.83WET SP3 1799145.17WET SP 4 1800145.39WET B9 1801144.39WET B8 1802144.68WET B7 1803144.39WET B6 1804144.74WET B5 1805144.89WET B4 1806144.17WET B3 1807143.84WET B2 1808143.87WET B1 1859152.29CP BERN 31151.87CP MAG S P K 2549150.67SGN2550150.60LUM SM A L L2551150.13LUM S M A L L 2552150.20LUM SMALL 2553150.70LUM S M A L LIV 2554149.70IRR 6DIAIV 2555149.24IRR 6DI A B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 SP3 SP4 B11 B12 B13B14 B15 B16 B17 B18 B19 C4 C3 C2C6 C7 C8 C9 C10 C11 SMOKING SHELTER WOOD EDGING COMM. VAULT ASPHALT BERM 5' HEDGE 2132150.45UPOLE D R O P X 2 2134150.62GUY GV 2135151.87GV 2136151.93WV 2137152.02WV 2142152.56SGN 2143152.67SGN 2144152.48BOL 2145152.46BOL 2146152.50SGN 2147152.26SGN 2148152.27SGN EB2149152.62EJB 2150152.51LUM 144 ~ ~~ ~ IE 30" CONC=137.76' IE 12" DI=149.58' CB CI 21 #2126RIM=152.46'IE(SW)10"CONC=150.06'BTM=148.70' CB FI#2130RIM=149.07' DMH 20 #2127RIM=152.80'IE(NE)24" CONC=140.77'IE(SE)12" PVC=141.27'IE(SW)30' CONC=140.46' DMH 22 #2124RIM=152.52'IE(NE)10" DI=149.98'IE(SE)12" DI=149.90'IE(SW)COVERD W/ SLEEVE=52.53'BTM=149.63'(TOP H20) DMH 24 #2118RIM=146.64'IE(NE)30" CONC=138.42'IE(E)12" PVC=142.31'IE(SE)30" CONC=138.33'IE(S)12" PVC=138.97' SMH DRIM=152.03'IE(NE)18" PVC=139.55'IE(SE)8" PVC=142.42'IE(SW)18" PVC=139.57' SMH E #2123RIM=152.58'IE(NE)18" PVC=139.57'IE(SW)24" CONC=137.90'IE(NW)24" CONC=137.98' SMH F #2122RIM=152.47'IE(NE)24" CONC=138.05'IE(SW)24" CONC=137.68'SMH G #2121RIM=152.34'IE(NE)24" CONC=136.19'IE(SW)24" CONC=135.92'SMH H #2120RIM=151.90'IE(NE)24" CONC=135.17'IE(SE)12" CONC=136.41'IE(SW)24" CONC=135.15' SMH I #2117RIM=144.28'IE(N)60" CONC=127.13'IE(S)60" CONC=127.03'IE(SW)24" CONC=129.91' 200152.59FND 2A C S D S D D D S D S S S2117144.28SMH I D2118146.64DMH 24 S 2120151.90SMH H S2121152.34SMH G S2122152.47SMH F S2123152.58SMH E D2124152.52DMH 22 S 2125152.03SMH D 2126152.46CB CI 2 1 D 2127152.80DMH 20 2128151.54CB 23 2130149.06CB FI IE 24" HDPE=141.94' ~ SW ASH STREET SW B U R N H A M S T R E E T VAR I E S 37. 5 ' 25 ' 20 ' ~ ~ S2620152.06SMH D 2S2621152.59SMH E 2 SMH 1 0 R I M = 1 5 3 . 9 2 ' IE(N W ) 1 8 " P V C = 1 4 3 . 0 0 ' IE(N E ) 1 8 " P V C = 1 4 1 . 8 9 ' IE(S E ) 1 8 " P V C = 1 4 1 . 5 8 ' SMH 7 RIM=151.74'IE(NW)8" CONC=144.78'IE(NE)6" CONC=144.98'IE(SE)8" CONC=144.83' SMH 2 RIM=152.63'IE(W)8"=142.39'IE(N)6" PVC=147.41'IE(SE)8"=142.56' DMH 1 RIM=152.50'IE(W)24" PVC=145.3'IE(NE)14" PVC=146.62'IE(SE)24" PVC=145.38'IE(N)8" PVC=147.23' DMH 3 RIM=151.59'IE(NW)24" PVC=145.87'IE(SE)18" CONC=146.14'IE(S)12" DI=147.73'IE(SW)8" DI=147.44' GAS FINK DCO RIM=151.25' DMH 6 RIM=151.53'IE(NW)18" CONC=146.86'IE(SE)18" CONC=146.87'IE(S)12" DI=147.53' CB 8 RIM=151.43'IE(N)12" DI=147.8'IE(SW)8" PVC=147.65'BTM=146.38'(DEBRIS) DCO RIM=151.04' CB 12 RIM=150.78'IE(N)8" DI=147.73' CB 11 RIM=150.79'IE(NE)12" DI=147.74' DCO RIM=150.55' CB 4 RIM=151.74'IE(N)12" PVC=147.87' DCO RIM=150.76' MONITORING WELLRIM=148.87' ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER DMH 9 RIM=152.93'IE(NW)18" CONC=147.33'IE(SE)18" PVC=147.41' SMH RIM=144.52'LID UNDER WATER,COULD NOT OPEN COMM. VAULT DMH 5 RIM=151.26'IE(NW)18" CONC=146.66'IE(SE)18" CONC=146.68'IE(SW)12" DI=147.63' DCO RIM=149.57' SMH RIM=147.59'IE (NW) 24" CONC=138.49'IE (SE) 24" CONC=138.39' CB 23 #2128RIM=151.54'IE(SE)10" DI=149.85'IE(TOP)H20=149.33'BTM=148.29'(DEBRIS) 141 145 150 150 151 150 152 152 145 144 147 145 145 14 9 148 14 6 148 14 9 151 15 1 151 149 150148 146 147 148 149 149 151 152 150 149 SW B U R N H A M S T R E E T FA N N O C R E E K 1 4 5 1 4 4 14 6 14 7 14 8 149 149 10.33' APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY WETLAND BOUNDARY PROTECT EXISTING TREESTO REMAIN. DO NOT GRADEAROUND TRUNKS. APPROXIMATEGRADINGEXTENTS 10.33' VEGETATED CORRIDORBOUNDARY FLOODPLAIN ELEVATIO N FLO O D P L A I N ELEVA T I O N FLOO D P L A I N ELEVA T I O N SW B U R N H A M S T R E E T 1 1.CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES DURING GRADINGINCLUDING:A. COVER EXPOSED SOILS WITH TEMPORARY SEEDING PER THE LANDSCAPE SEED MIX, JUTEMATTING (OR APPROVED EQUAL) 2.CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH CONSTRUCTION AND MAINTAINEDFOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREETSWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FORTHE DURATION OF THE PROJECT. 3.FUEL STORAGE AND FUELING ARE NOT ALLOWED. FOR CONSTRUCTION PHASESBMP MATRIX REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S CLEARING FINALSTABILIZATION WET WEATHER(10.1-5.31) BIOBAGS X X CONCRETE TRUCK WASHOUT X X CONSTRUCTION ENTRANCE **X X X DUST CONTROL X X X INLET PROTECTION **X X X ORANGE CONSTRUCTION FENCING **X X X OUTLET PROTECTION X X SEDIMENT FENCING **X X X STORM DRAIN INLET PROTECTION X X X STRAW WATTLES (OR OTHER MATERIALS)X X ** = SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. CITY OF TIGARDCONTACT: SEAN FARRELLY13125 SW HALL BLVDTIGARD, OREGON 97223PHONE: 503-639-4171 PROPERTY SOUTHEAST OF SW BURNHAMSTREET AND NORTHWEST OF FANNO CREEKBETWEEN LOTS 100 AND 200 INTHE CITY OF TIGARD,WASHINGTON COUNTY, OREGONLATITUDE = 45Â°25'43.34" NORTHLONGITUDE = 122Â°46'16.04" WEST OWNER PROJECT LOCATION PROPERTY DESCRIPTION ARCHITECT/DESIGNER TAX LOTS 202, 203, AND 204 OF LOT 3"BURNHAM TRACT" LOCATED IN THENORTHEAST ONE QUARTER OF SECTION 2,TOWNSHIP 2 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN, CITY OF TIGARD,WASHINGTON COUNTY, OREGON. KPFF CONSULTING ENGINEERSCONTACT: DAAN DOMMELS111 SW FIFTH AVENUE, SUITE 2500PORTLAND, OREGON 97204PHONE: 503-227-3251 ENGINEER SCALE:NTS VICINITY MAP EROSION AND SEDIMENT CONTROL PLANS RIOSCONTACT: ANDY LANTZ3101 W EXPOSITION PLACELOS ANGELES, CA 90018PHONE: 323-785-1800 EXISTING SITE CONDITIONS EXISTING ASPHALT SPACE WITH SOME TEMPORARY PARKPROGRAMMING. FORMER WAREHOUSE BUILDING HAS BEENREMOVED AND THERE IS AN OPEN GRASSY AREA IN FORMERBUILDING FOOTPRINT. DEVELOPED CONDITIONS CONSTRUCTION OF NEW PARK AND OPEN PLAZA SPACE FORCOMMUNITY USE. INCLUDES PUBLIC RESTROOM FACILITY ANDPATHWAY AND RAISED BOARDWALK THAT EXTEND THROUGH THEWETLAND AND VEGETATED CORRIDOR NEXT TO FANNO CREEK. NATURE OF CONSTRUCTION ACTIVITY ANDESTIMATED TIME TABLE * DEMOLITION/CLEARING/MASS GRADINGMAY 2022-SEPTEMBER 2022*UTILITY/VERTICAL CONSTRUCTIONMAY 2022-NOVEMBER 2022* FINAL STABILIZATIONJULY 2023 TOTAL SITE AREA= 7.62 ACRES TOTAL DISTURBED AREA= 64,275 SF = 1.48 ACRES SITE SOIL CLASSIFICATION: MCBEE SILTY CLAY LOAMVERBOORT SILTY CLAY LOAM, 0 TO 3% SLOPESHYDROLOGIC SOIL GROUP D. RECEIVING WATER BODIES: THE PROJECT SITE FLOWS TO THE MUNICIPAL STORM SYSTEMAND THEN INTO FANNO CREEK TO THE TUALATIN RIVER ANDULTIMATELY TO THE WILLAMETTE RIVER. NARRATIVE DESCRIPTIONS SCALE:1" = 100' SITE MAP1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE INPLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 3.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 4.ALL ESC MEASURES DOWNSLOPE MUST BE IN PLACE PRIOR TO GRADING ACTIVITIES. INTEGRATE EROSION CONTROL MEASURES TOUPSLOPE AREAS AS PROJECT PROGRESSES. 5.WET WEATHER MEASURES SHOULD BE ANTICIPATED FOR OCT 1 THROUGH MAY 31. THE CONTRACTOR IS RESPONSIBLE FORANTICIPATING FORECASTED WEATHER EVENTS AND PROTECTING THE SITE FROM NEGATIVE EFFECTS. THIS MAY INCLUDE ALTERINGSCHEDULED CONSTRUCTION ACTIVITIES AND COVERING EXPOSED SOILS. CONTROL BMP IMPLEMENTATIONEROSION AND SEDIMENT SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDINGRUNOFF FROM SNOWMELT, IS OCCURRING. AT LEAST ONCE EVERY FOURTEEN (14)CALENDAR DAYS, REGARDLESS OF WHETHERSTORMWATER RUNOFF IS OCCURING. 2. PRIOR TO THE SITE BECOMINGINACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY. ONCE TO ENSURE THAT EROSION ANDSEDIMENT CONTROL MEASURES ARE INWORKING ORDER. ANY NECESSARYMAINTENANCE AND REPAIR MUST BE MADEPRIOR TO LEAVING THE SITE. 3.INACTIVE PERIODS GREATER THANFOURTEEN (14) CONSECUTIVE CALENDAR DAYS. ONCE EVERY MONTH. 4.PERIODS DURING WHICH THE SITEIS INACCESSIBLE DUE TO INCLEMENT WEATHER. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILYAT A RELEVANT AND ACCESSIBLE DISCHARGEPOINT OR DOWNSTREAM LOCATION. * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDESTHE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTIONLIMITS *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. *INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TODEQ, CLEAN WATER SERVICES, OR THE CITY OF TIGARD. DURING INACTIVE PERIODS OF GREATERTHAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE ORAT ANOTHER LOCATION. INSPECTION FREQUENCY OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGONUTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESERULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANYQUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUSTNOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCINGAN EXCAVATION. CALL 503-246-6699. ATTENTION EXCAVATORS NAME:COMPANY/AGENCY:PHONE:FAX:E-MAIL:DESCRIPTION OF EXPERIENCE: PERMITEE'S SITE INSPECTOR 5.PERIODS DURING WHICH DISCHARGE ISUNLIKELY DUE TO FROZEN CONDITIONS. MONTHLY. RESUME MONITORING IMMEDIATELYUPON MELT, OR WHEN WEATHER CONDITIONSMAKE DISCHARGES LIKELY. CLEAN WATER SERVICES EROSION CONTROL NOTES - CWS EPSC MANUAL APPENDIX A EROSION AND SEDIMENT GENERAL GRADING NOTES MAP FROM: Google Map Â© PROJECT SITE 1.WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLSMUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, ANDMAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31EACH YEAR. 3.DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 4.SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMESDURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERINGOF EXPOSED SOIL IS ESTABLISHED. 5.ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. UNLESSOTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCHBASINS. 6.SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITEAND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING ARECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMEDACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 7.SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. 8.SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THEBARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. 9.CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% ANDAT COMPLETION OF PROJECT. 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARYWASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS.NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED ANDCARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION ANDSEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERALREGULATIONS. 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVEAREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE ISPERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THEPROJECT.NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETERSEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGESOF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17.WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT ISTO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMALSPILLAGE. 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, ANDTHROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). 19.THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENTLADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THECONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22.IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATERSPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. ALTA PLANNING INCCONTACT: MIKE ROSE711 SE GRAND AVEPORTLAND, OR 97214PHONE: 503-230-9862 EROSION CONTROL PLAN SET IS A COMBINATION OF TWO PROJECTS:1.UNIVERSAL PLAZA PROJECT UNDER RIOS ("A" SERIES PLANS)2.BOARDWALK PROJECT UNDER ALTA PLANNING ("B" SERIES PLANS) DAVE VAN VLECK P&C CONSTRUCTION503-969-8240 DVANVLECK@BUILTBYPANDC.COMCESCL CERTIFICATE: ECO-3-3202046 ESC COVER SHEET SHEET INDEX SheetCount SheetNumber Sheet Title C-800 ESC COVER SHEET C-801 ESC NOTES C-802A ESC - PHASE 1 DEMO, CLEARING, MASS GRADING C-802B ESC - PHASE 1 DEMO, CLEARING, MASS GRADING C-803A ESC - PH2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION C-803B ESC - PH2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION C-804 ESC DETAILS C-805 ESC DETAILS 1 2 3 4 5 6 7 8 Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 0 - E ROS -C OV ER.d w g T A B:C -8 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 9 p m B y: A Bro o k s AS NOTED C-800 EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2 2022.05.20 21:45:25-07'00' 1.INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROLMEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) 2.VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. (SECTION 6.5) 3.INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. (SECTION 6.5.Q) 4.RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, CWS, OR THE CITY OF TIGARD. (SECTION 4.7) 5.THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATIONOF THE PERMIT. (SECTIONS 4 AND 4.11) 6.THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) 7.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISIONTO CLEAN WATER SERVICES WITHIN 10 DAYS. (SECTION 4.9) 8.SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION2.2.2) 9.CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING.(SECTION 2.2.3) 10.IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES ANDASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G.,WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) 11.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING ORCONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5) 12.MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4) 13.INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LANDDISTURBANCE. (SECTIONS 2.1.3) 14.CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS2.1.1. AND 2.2.16) 15.CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTHINTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13) 16.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14) 17.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY ORPERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITYPOLE PADS.(SECTIONS 2.2.20 AND 2.2.21) 18.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) 19.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USEDTHROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TOPREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARYCONTAINMENT). (SECTION 2.3.7) 20.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKINGAREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION2.2.7) 21.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F) 22.CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT ANDCURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) 23.ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10) 24.PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12) 25.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHERCLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLESAND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) 26.PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE SECTION2.2.17.A) 27.IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18) 28.PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATIONACTIVITIES. (SEE SECTION 2.4) 29.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION ANDPROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGECONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) 30.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9) 31.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TOSURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5) 32.IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL ISEMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTALMANAGEMENT PLAN APPROVAL FROM DEQ OR CWS BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TOMANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9) 33.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILSARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2) 34.AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BEIMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) 35.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) 36.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL.(SECTION 2.1.5.C) 37.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTSBEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) 38.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE ANDIMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMEDACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) 39.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BEUSED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) 40.DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORECALENDAR DAYS. (SECTION 6.5.F.) 41.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWNSTRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) 42.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCECONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY,UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21) OREGON DEQ 1200-CN STANDARD NOTES 1.FLOOD NOTE: THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A FLOODZONE AS NOTED. 2.THERE ARE NO VISIBLE SPRINGS LOCATED ON THE PROPERTY. 3.THERE ARE NO DRINKING WATER SOURCE AREAS ON OR NEAR THE PROPERTY. 4.THERE ARE NO KNOWN UIC DRYWELLS ON THE PROPERTY SITE NOTES NOTE: CONTRACTOR TO PRESERVE VEGETATION ON STEEP SLOPES UNTIL IT BECOMESNECESSARY TO DISTURB FOR CONSTRUCTION. TEMPORARY SEED MIX: SEE LANDSCAPE PLANS AND SPECIFICATIONSPERMANENT SEED MIX: SEE LANDSCAPE PLANS AND SPECIFICATIONS LANDSCAPE SEED MIXES AUTHORIZED NON-STORMWATER DISCHARGES THE FOLLOWING NON-STORMWATER DISCHARGES FROM CONSTRUCTION SITES AREAUTHORIZED IF THE TERMS AND CONDITIONS OF THE 1200-C PERMIT ARE MET, ALLNECESSARY CONTROLS ARE IMPLEMENTED TO MINIMIZE SEDIMENT TRANSPORT, THEDISCHARGE IS NOT A SIGNIFICANT SOURCE OF POLLUTANTS AND NOTCONTAMINATED, AND THE DISCHARGE IS NOT PROHIBITED BY LOCAL ORDINANCE:a.WATER FROM EMERGENCY FIREFIGHTING ACTIVITIESb.FIRE HYDRANT FLUSHINGc.PROPERLY MANAGED LANDSCAPE IRRIGATIONd.WATER USED TO WASH EQUIPMENT AND VEHICLES (EXCLUDING THE ENGINE,UNDERCARRIAGE, AND WHEELS/TIRES) PROVIDED THERE IS NO DISCHARGE OFSOAPS, SOLVENTS, OR DETERGENTS USEDe.WATER USED TO CONTROL DUSTf.POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGSg.EXTERNAL BUILDING WASHDOWN, PROVIDED SOAPS, SOLVENTS, ANDDETERGENTS ARE NOT USED, AND EXTERNAL SURFACES DO NOT CONTAINHAZARDOUS SUBSTANCESh.PAVEMENT WASH WATERS, PROVIDED SPILL OR LEAKS OF TOXIC OR HAZARDOUSSUBSTANCES HAVE NOT OCCURRED (UNLESS ALL SPILL MATERIAL HAS BEENREMOVED) AND WHERE SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED.DIRECTING PAVEMENT WASH WATERS INTO ANY SURFACE WATER, STORM DRAININLET, OR STORMWATER CONVEYANCE IS PROHIBITED, UNLESS THECONVEYANCE IS CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, ORSIMILARLY EFFECTIVE CONTROL FOR THE POLLUTANTS PRESENT. PER 2.2.19.B.,HOSING OF ACCUMULATED SEDIMENTS ON PAVEMENT INTO ANY STORMWATERCONVEYANCE IS PROHIBITEDi.UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATEj.UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRINGWATERk.FOUNDATION OF FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITHPROCESS MATERIALS SUCH AS SOLVENTS OR CONTAMINATED GROUNDWATER DEMOLITION/CLEARING/MASS GRADINGÂ·SEDIMENTÂ·PAINTSÂ·CAULKSÂ·CONTAMINATED SUBSTRATES UTILITY/VERTICAL CONSTRUCTION/FINAL STABILIZATIONÂ·SEDIMENTÂ·PAINTSÂ·CAULKSÂ·PESTICIDES UNCOVERED BY CONSTRUCTION ACTIVITIESPOTENTIAL POLLUTANTS GENERATED/ GENERAL CONDITIONS:PROVIDE EFFECTIVE MEANS OF ELIMINATING THE DISCHARGE OF ANY WASTE FROM ANY ACTIVITIES PERFORMEDONSITE BY IMPLEMENTING THE FOLLOWING:Â·LOCATE ACTIVITIES AWAY FROM WATERS OF THE STATE AND STORMWATER INLETS OR CONVEYANCES SOTHAT STORMWATER COMING INTO CONTACT WITH THESE ACTIVITIES CANNOT REACH WATERS OF THE STATEÂ·ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO HANDLE SPILLS, LEAKS, AND DISPOSAL OFLIQUIDS AND PROVIDE SECONDARY CONTAINMENT (E.G. SPILL BERMS, DECKS, SPILL CONTAINMENT PALLETS)Â·HAVE A SPILL KIT AVAILABLE ONSITE AND ENSURE PERSONNEL ARE AVAILABLE TO RESPOND EXPEDITIOUSLYIN THE EVENT OF A LEAK OR SPILLÂ·CLEAN UP SPILLS OR CONTAMINATED SURFACES IMMEDIATELY USING DRY CLEAN UP MEASURES (DO NOTCLEAN CONTAMINATED SURFACES BY HOSING THE AREA DOWN), AND ELIMINATE THE SOURCE OF THE SPILLTO PREVENT A DISCHARGE OR A CONTINUATION OF AN ONGOING DISCHARGEÂ·STORE MATERIALS IN A COVERED AREA (E.G. PLASTIC SHEETING, ETC) OR IN A SECONDARY CONTAINMENTTO PREVENT THE EXPOSURE OF THESE CONTAINERS TO PRECIPITATION OR STORMWATER RUNOFF, OR ASIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS FROM THESE AREAS. BUILDING MATERIALS AND BUILDING PRODUCTS:Â·MINIMIZE MATERIAL EXPOSURE IN CASES WHERE THE EXPOSURE TO PRECIPITATION OR TO STORMWATERWILL RESULT IN A DISCHARGE OF POLLUTANTS (E.G. ELEVATE MATERIALS FROM SOIL TO PREVENT LEACHINGOF POLLUTANTS) PESTICIDES, HERBICIDES, INSECTICIDES, AND FERTILIZERS:COMPLY WITH ALL APPLICATION AND DISPOSAL REQUIREMENTS INCLUDED ON THE REGISTERED PESTICIDE,HERBICIDE, INSECTICIDE, AND FERTILIZER LABEL. WHEN APPLYING FERILIZERS, REGISTRANTS MUST:Â·APPLY AT A RATE AND IN AMOUNTS CONSISTENT WITH MANUFACTURER'S SPECIFICATIONSÂ·APPLY AT THE APPROPRIATE TIME OF YEAR FOR THE LOCATION, AND PREFERABLY TIMED TO COINCIDE ASCLOSELY AS POSSIBLE TO THE PERIOD OF MAXIMUM VEGETATION UPTAKE AND GROWTHÂ·AVOID APPLYING BEFORE HEAVY RAINS THAT COULD CAUSE EXCESS NUTRIENTS TO BE DISCHARGEDÂ·NEVER APPLY TO FROZEN GROUNDÂ·NEVER APPLY TO STORMWATER CONVEYANCE CHANNELSÂ·FOLLOW ALL OTHER FEDERAL, STATE, AND LOCAL REQUIREMENTS REGARDING FERTILIZER APPLICATION SPILL PREVENTION PROCEDURES DETENTION POND:Â·SURFACE STORAGE VOLUME = 4,713 FTÂ³Â·SURFACE STORAGE DEPTH = 2.8 FTÂ·FREEBOARD = 1 FTÂ·3:1 SIDE SLOPESÂ·FACILITY BOTTOM AREA = 738 SFÂ·FACILITY BOTTOM ELEVATION = 144Â·FACILITY TOP ELEVATION = 147.8Â·FACILITY TOTAL STORAGE VOLUME = 7,450 FTÂ³Â·CONTRIBUTING BASIN AREA = 52,484 SFÂ·DETAINED FLOWRATE 2-YR DESIGN STORM = 0.01 CFSÂ·DETAINED FLOWRATE 10-YR DESIGN STORM = 0.09 CFSÂ·DETAINED FLOWRATE 100-YR DESIGN STORM = 0.11 CFS FACILITY DESIGN INFORMATIONENGINEERED STORMWATER MANAGEMENT ESC NOTES Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 0 - E ROS -C OV ER.d w g T A B:C -8 0 1 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 0 9 p m B y: A Bro o k s AS NOTED C-801 EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2022.05.20 21:47:14-07'00' 5+00 6+00 7+00 8+00 ~~ ~ ~ ~ ~ ~ ~ ~ GAS FINK ~~ ~ ~ ~ ~ ~ ~ STEVENSON, MICHAEL J. & KAY L.9040 SW BURNHAM ST 2S102AC00100 ~ ~ ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER ~ ~ CO M M . D U C T TIGARD, CITY OF 8955 SW COMMERCIAL ST2S102AC00204 CITY CENTER DEVELOPMENT AGENCY9110 SW BURNHAM ST2S102AC00202 CITY CENTER DEVELOPMENT AGENCY 8955 SW COMMERCIAL ST 2S102AC00203 FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' 141 142 COMM. VAULT (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 15 0 14 4 37.5'37.5' ~ ~ ~ ~ ~ ~ 185354.388" DTR 3 426856.7812" DTR 2 5+00 6+00 7+00 8+00 ~ ~ ~~ ~ ~ STEVENS, PAGE9180 SW BURNHAM ST2S102AC00200 ~~ ~ ~ ~ ~ ~ ~ ~ FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' EBC GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT FOR ELEVATIO N S O N L Y ) COMM. VAULT (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 37.5'37.5' CITY CENTER DEVELOPMENT AGENCY13125 SW HALL BLVD. 2S102AC00202 15' WIDE SANITARY SEWER EASEMENT 30' WIDESANITARY SEWER EASEMENT BOOK, 890PAGE, 753 WM1751151.69WM 1779144.20WET C11 1780145.03WET C1 0 1781145.01WET C 9 1782145.37WET C8 1783144.71WET C7 1784144.87WET C6 1785145.93WET C2 1786145.73WET C3 1787145.10WET C4 1788144.98WET B19 1789144.92WET B18 1790144.77WET B1 7 1791144.77WET B161792144.92WET B15 1793145.13WET B1 4 1794145.05WET B1 3 1795144.91WET B 1 2 1796145.13WET B11 1797145.29WET B1 0 1798144.83WET SP3 1799145.17WET SP 4 1800145.39WET B9 1801144.39WET B8 1859152.29CP BERN S D S D D D S D S S GAS FINK ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER COMM. VAULT 145 15 0 150 151 150 152 15 2 145 1 4 7 14 5 14 9 14 8 14 6 148 1 4 9 151 15 1 15 1 149 150 148 146 SW B U R N H A M S T R E E T F A N N O C R E E K X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 5 0 14 6 147 148149 15 1 > 1 5 0 1 4 7 148 148 1 4 9 1 5 1 1 5 1 151 1 5 2 1 5 2 1 5 2152 15 2 1 5 3 1 5 3 1 5 4 1 5 4 F LO O DPLAIN ELEVAT IO N FL O O D PLA IN EL E V A T I O N FL O O D P L A I N E LE V A TIO N SW B U R N H A M S T R E E T 1 APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY PROTECT EXISTING TREESTO REMAIN. DO NOT GRADEAROUND TRUNKS. APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY X X X X X X X X X X X X X X X X WETLAND BOUNDARY WETLAND BOUNDARY 6 4 2 2 2 3 3 3 3 3 3 5 5 5 5 5 5 5 7 7 7 7 AS PART OFBOARDWALKSCOPE, SEE"B" SERIES 5C8.041.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTIONENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS, OR OTHER SUITABLE MATERIAL STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREASSHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THATIS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THECONSTRUCTION BARRIER. 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THEDURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO. STREET SWEEPING, ANDVACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THEPROJECT. 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIALCONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLETPROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. 6.SEE SHEETS C-800 AND C-801 FOR ADDITIONAL STANDARD EROSION AND SEDIMENT CONTROL NOTES. 7.TREE PROTECTION FENCING SHOWN FOR REFERENCE ONLY. CONFIRM TREE PROTECTION AND REMOVAL WITHLANDSCAPE PLANS AND ARBORIST REPORT. SHEET NOTES SHEET LEGEND EX. CONTOUR MAJOR EX. CONTOUR MINOR PROPERTY LINE SEDIMENT CONTROL FENCE.(SHOWN OFFSET FOR CLARITY). LIMITS OF WORK INLET PROTECTION XXXX CONSTRUCTION FENCE CONSTRUCTION ENTRANCE TEMPORARY WHEEL WASH DRAINAGE FLOW DIRECTION CONCRETE WASHOUT X KEY NOTES 1.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE 2.INSTALL INLET SEDIMENT PROTECTION 3.INSTALL SEDIMENT FENCE 4.INSTALL WHEEL WASH 5.INSTALL CONSTRUCTION FENCE 6.INSTALL CONCRETE WASHOUT 7.PROVIDE TREE PROTECTION FENCING 2C8.05 7C8.04 6C8.04 1C8.05 TREE PROTECTION FENCING INSTALL MATTING ON SLOPE 1C8.04 SCALE 20 1 INCH = 20 FEET 20 400 ESC - PHASE 1 DEMO, CLEARING, MASS GRADING Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 2 - E ROS -P HASE1. d w g T A B:C -8 0 2 A Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 0 p m B y: A Bro o k s AS NOTED C-802A EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2 2022.05.20 21:35:21-07'00' ~~ ~ ~ TI G A R D , C I T Y O F 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 4 CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 3 FA N N O C R E E K 1 4 1 14 2 (C R E E K L O C A T E D T O T O P O F B A N K A N D AD J A C E N T S L O P E O N L Y ) 150 144 ~ 185354.388" DTR 3 185456.088" DTR 3 185557.8016" ETR 185652.968" DTR 6 185753.9510" DTR 185853.3819" DTR 3 186154.1814" DTR 186253.9512" DTR 186354.1110" DTR 186453.927" DTR 186553.3416" DTR 186652.5710" DTR 186751.958" DTR 186854.408" DTR 186955.2030" ETR 187054.5410" DTR 187156.4412" DTR 187255.0914" DTR 3 187355.9314" DTR 2 187455.578" DTR 187555.3724" DTR 187654.5736" DTR 3 187754.8610" DTR 187856.0415" DTR 2 187955.847" DTR 188055.9012" DTR 2 188156.726" DTR 188256.007" DTR 188355.8610" DTR 188458.046" DTR 2 188555.0316" DTR 188661.808" DTR 2 188759.9827" DTR 2 188855.4410" ETR 426856.7812" DTR 2 426957.2212" DTR 427057.855" DTR 427359.57SHRUB 427459.68SHRUB 427559.51SHRUB 254356.298" DTR 254457.068" DTR 254557.603" DTR 254657.9012" DTR 254758.8310" DTR 254858.498" DTR 230457.869" DTR 230557.868" DTR 230660.54SHRUB 230760.35SHRUB 230860.44SHRUB 230960.32SHRUB 231060.40SHRUB 231160.50SHRUB 231260.51SHRUB 231360.08SHRUB 231460.40SHRUB FA N N O C R E E K (T H I S A R E A S H O T F O R E L E V A T I O N S O N L Y ) (C R E E K L O C A T E D T O T O P O F B A N K A N D A D J A C E N T S L O P E O N L Y ) CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 13 1 2 5 S W H A L L B L V D . 2S 1 0 2 A C 0 0 2 0 2 15 ' W I D E SA N I T A R Y S E W E R EA S E M E N T 30 ' W I D E SA N I T A R Y S E W E R EA S E M E N T BO O K , 8 9 0 PA G E , 7 5 3 30148.98CP MAG S P K 1779144.20WET C11 1780145.03WET C10 1781145.01WET C9 1782145.37WET C8 1783144.71WET C7 1784144.87WET C6 1785145.93WET C2 1786145.73WET C3 1787145.10WET C4 1788144.98WET B19 1789144.92WET B18 1790144.77WET B17 1791144.77WET B16 1792144.92WET B15 1793145.13WET B14 1794145.05WET B13 1795144.91WET B12 1796145.13WET B11 1797145.29WET B10 1798144.83WET SP3 1799145.17WET SP4 1800145.39WET B9 1801144.39WET B8 1802144.68WET B7 1803144.39WET B6 1804144.74WET B5 1805144.89WET B4 1806144.17WET B3 1807143.84WET B2 1808143.87WET B1 31151.87CP MAG SPK 2549150.67SGN 2550150.60LUM SMALL 2551150.13LUM SMALL 2552150.20LUM SMA L L 2553150.70LUM SMALL IV 2554149.70IRR 6DIA IV 2555149.24IRR 6DIA SM O K I N G S H E L T E R WO O D E D G I N G CO M M . V A U L T AS P H A L T B E R M 5' H E D G E 2132150.45UPOLE DROPX2 2134150.62GUY GV 2135151.87GV 2136151.93WV 2137152.02WV 2142152.56SGN 2143152.67SGN 2144152.48BOL2145152.46BOL 2146152.50SGN 2147152.26SGN 2148152.27SGN EB2149152.62EJB 2150152.51LUM 144 ~ ~ ~ ~ S S S 2117144.28SMH I D 2118146.64DMH 24 S 2120151.90SMH H S 2121152.34SMH G S 2122152.47SMH F S 2123152.58SMH E D 2124152.52DMH 22 S 2125152.03SMH D 2126152.46CB CI 21 2128151.54CB 23 2130149.06CB FI SW A S H S T R E E T 25'20' ~~ S 2620152.06SMH D 2 S 2621152.59SMH E 2 14 5 150 1 5 1 14 5 1 4 4 147 145 1 4 5 149 148 146 151 1 4 6 14 7 1 4 8 14 9 14 9 1 5 1 15 2 15 0 14 9 FAN N O C R E E K X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 146 147 14 8 149 > 150 147 14 8 1 4 8 149 151 152153154 1 5 4 FLOODPLAINELEVATION FLO O D P L A I N ELE V A T I O N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FLOODPLAINELEVATION 3 3 55 3 3 5 3 5 3 5 WETLANDBOUNDARY WETLANDBOUNDARY 2 7 7 7 7 7 7 7 7 AS PART OFUNIVERSAL PLAZASCOPE, SEE "A"SERIES 5C8.041.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTIONENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS, OR OTHER SUITABLE MATERIAL STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREASSHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THATIS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THECONSTRUCTION BARRIER. 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THEDURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO. STREET SWEEPING, ANDVACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THEPROJECT. 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIALCONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLETPROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. 6.SEE SHEETS C-800 AND C-801 FOR ADDITIONAL STANDARD EROSION AND SEDIMENT CONTROL NOTES. 7.TREE PROTECTION FENCING SHOWN FOR REFERENCE ONLY. CONFIRM TREE PROTECTION AND REMOVAL WITHLANDSCAPE PLANS AND ARBORIST REPORT. SHEET NOTES SHEET LEGEND EX. CONTOUR MAJOR EX. CONTOUR MINOR PROPERTY LINE SEDIMENT CONTROL FENCE.(SHOWN OFFSET FOR CLARITY). LIMITS OF WORK INLET PROTECTION XXXX CONSTRUCTION FENCE CONSTRUCTION ENTRANCE TEMPORARY WHEEL WASH DRAINAGE FLOW DIRECTION CONCRETE WASHOUT X KEY NOTES 1.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE 2.INSTALL INLET SEDIMENT PROTECTION 3.INSTALL SEDIMENT FENCE 4.INSTALL WHEEL WASH 5.INSTALL CONSTRUCTION FENCE 6.INSTALL CONCRETE WASHOUT 7.PROVIDE TREE PROTECTION FENCING 2C8.05 7C8.04 6C8.04 1C8.05 TREE PROTECTION FENCING INSTALL MATTING ON SLOPE 1C8.04 SCALE 20 1 INCH = 20 FEET 20 400 ESC - PHASE 1 DEMO, CLEARING, MASS GRADING Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 2 - E ROS -P HASE1. d w g T A B:C -8 0 2 B Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 0 p m B y: A Bro o k s AS NOTED C-802B EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2 2022.05.20 21:43:02-07'00' RESTROOM BUILDING 5+00 6+00 7+00 8+00 ~~ ~ ~ ~ ~ ~ ~ ~ GAS FINK ~~ ~ ~ ~ ~ ~ ~ STEVENSON, MICHAEL J. & KAY L.9040 SW BURNHAM ST 2S102AC00100 ~ ~ ~ ~ ~ ~ ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER ~ ~ CO M M . D U C T TIGARD, CITY OF 8955 SW COMMERCIAL ST2S102AC00204 CITY CENTER DEVELOPMENT AGENCY9110 SW BURNHAM ST2S102AC00202 CITY CENTER DEVELOPMENT AGENCY 8955 SW COMMERCIAL ST 2S102AC00203 FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' 141 142 COMM. VAULT (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 15 0 14 4 37.5'37.5' ~ ~ ~ ~ ~ ~ 185354.388" DTR 3 426856.7812" DTR 2 5+00 6+00 7+00 8+00 ~ ~ ~~ ~ ~ STEVENS, PAGE9180 SW BURNHAM ST2S102AC00200 ~~ ~ ~ ~ ~ ~ ~ ~ FANNO CREEK SW B U R N H A M S T R E E T 37.5'37.5' EBC GV EB HY D EB WM EB C GV IV IVIV EMC MW GM (THIS AREA SHOT FOR ELEVATIO N S O N L Y ) COMM. VAULT (CREEK LOCATED TO TOP OF BANK AND ADJACENT SLOPE ONLY) 37.5'37.5' CITY CENTER DEVELOPMENT AGENCY13125 SW HALL BLVD. 2S102AC00202 15' WIDE SANITARY SEWER EASEMENT 30' WIDESANITARY SEWER EASEMENT BOOK, 890PAGE, 753 WM1751151.69WM 1779144.20WET C11 1780145.03WET C1 0 1781145.01WET C 9 1782145.37WET C8 1783144.71WET C7 1784144.87WET C6 1785145.93WET C2 1786145.73WET C3 1787145.10WET C4 1788144.98WET B19 1789144.92WET B18 1790144.77WET B1 7 1791144.77WET B161792144.92WET B15 1793145.13WET B1 4 1794145.05WET B1 3 1795144.91WET B 1 2 1796145.13WET B11 1797145.29WET B1 0 1798144.83WET SP3 1799145.17WET SP 4 1800145.39WET B9 1801144.39WET B8 1859152.29CP BERN S D S D D D S D S S GAS FINK ELECTRIC VAULT ELECTRIC VAULT ELECTRICTRANSFORMER COMM. VAULT 145 15 0 150 151 150 152 15 2 145 1 4 7 14 5 14 9 14 8 14 6 148 1 4 9 151 15 1 15 1 149 150 148 146 SW B U R N H A M S T R E E T F A N N O C R E E K 1 5 0 14 6 147 148149 15 1 > 1 5 0 1 4 7 148 148 1 4 9 1 5 1 1 5 1 151 1 5 2 1 5 2 1 5 2152 15 2 1 5 3 1 5 3 1 5 4 1 5 4 F LO O DPLAIN ELEVAT IO N FL O O D PLA IN EL E V A T I O N FL O O D P L A I N E LE V A TIO N SW B U R N H A M S T R E E T 11 APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY PROTECT EXISTING TREESTO REMAIN. DO NOT GRADEAROUND TRUNKS. APPROXIMATEGRADINGEXTENTS VEGETATED CORRIDORBOUNDARY X X X X X X X X X X X X X X X X WETLAND BOUNDARY WETLAND BOUNDARY 6 4 2 2 2 3 3 3 3 3 5 5 5 5 5 5 5 9 7 8 X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7 10 10 10 10 AS PART OFBOARDWALKSCOPE, SEE"B" SERIES 3 3 3 5C8.04 SHEET NOTES SHEET LEGEND EX. CONTOUR MAJOR EX. CONTOUR MINOR PROPERTY LINE X KEY NOTES 1.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE 2.INSTALL INLET SEDIMENT PROTECTION 3.INSTALL SEDIMENT FENCE 4.INSTALL WHEEL WASH 5.INSTALL CONSTRUCTION FENCE 6.INSTALL CONCRETE WASHOUT 7.INSTALL OUTLET SEDIMENT PROTECTION 8.PROVIDE STRAW WATTLES 9.PROVIDE JUTE MATTING UNTIL FINAL STABILIZATION ISESTABLISHED 10.PROVIDE TREE PROTECTION FENCING 2C8.05 7C8.04 6C8.04 1C8.05 1.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OFTHE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDPERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. 2.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESCFACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TOENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 3.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINEDAS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 4.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AMINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 5.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BECLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENTLADEN WATER INTO THE DOWNSTREAM SYSTEM. 6.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FORTHE DURATION OF THE PROJECT. 7.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OFPERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATIONRATE. 8.STOCKPILED SOIL OR STRIPPING SHALL BE PLACED IN A STABLE LOCATION ANDCONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 9.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARYSEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENTFENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25%MAY REQUIRED ADDITIONAL EROSION CONTROL MEASURES. 10.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURESINCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAWMULCHING, OR OTHER APPROVED MEASURES. 11.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED INWATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADENWATER. 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TOTHE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THETRASH. 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THESTORMWATER SYSTEM. 14.USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFFFROM REACHING DISCHARGE POINTS. 15.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYINGSEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THESTORMWATER SYSTEM. SEDIMENT CONTROL FENCE.(SHOWN OFFSET FOR CLARITY). LIMITS OF WORK INLET PROTECTION XXXX CONSTRUCTION FENCE CONSTRUCTION ENTRANCE PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR TEMPORARY WHEEL WASH DRAINAGE FLOW DIRECTION CONCRETE WASHOUT STRAW WATTLES OUTLET PROTECTION 4C8.04 8C8.04 2C8.04 TREE PROTECTION FENCING INSTALL MATTING ON SLOPE 1C8.04 SCALE 20 1 INCH = 20 FEET 20 400 ESC - PHASE 2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 3 - E ROS -P HASE2. d w g T A B:C -8 0 3 A Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 2 p m B y: A Bro o k s AS NOTED C-803A EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2 2022.05.20 21:44:52-07'00' RE S T R O O M BU I L D I N G ~~ ~ ~ TI G A R D , C I T Y O F 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 4 CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 89 5 5 S W C O M M E R C I A L S T 2S 1 0 2 A C 0 0 2 0 3 FA N N O C R E E K 1 4 1 14 2 (C R E E K L O C A T E D T O T O P O F B A N K A N D AD J A C E N T S L O P E O N L Y ) 150 144 ~ 185354.388" DTR 3 185456.088" DTR 3 185557.8016" ETR 185652.968" DTR 6 185753.9510" DTR 185853.3819" DTR 3 186154.1814" DTR 186253.9512" DTR 186354.1110" DTR 186453.927" DTR 186553.3416" DTR 186652.5710" DTR 186751.958" DTR 186854.408" DTR 186955.2030" ETR 187054.5410" DTR 187156.4412" DTR 187255.0914" DTR 3 187355.9314" DTR 2 187455.578" DTR 187555.3724" DTR 187654.5736" DTR 3 187754.8610" DTR 187856.0415" DTR 2 187955.847" DTR 188055.9012" DTR 2 188156.726" DTR 188256.007" DTR 188355.8610" DTR 188458.046" DTR 2 188555.0316" DTR 188661.808" DTR 2 188759.9827" DTR 2 188855.4410" ETR 426856.7812" DTR 2 426957.2212" DTR 427057.855" DTR 427359.57SHRUB 427459.68SHRUB 427559.51SHRUB 254356.298" DTR 254457.068" DTR 254557.603" DTR 254657.9012" DTR 254758.8310" DTR 254858.498" DTR 230457.869" DTR 230557.868" DTR 230660.54SHRUB 230760.35SHRUB 230860.44SHRUB 230960.32SHRUB 231060.40SHRUB 231160.50SHRUB 231260.51SHRUB 231360.08SHRUB 231460.40SHRUB FA N N O C R E E K (T H I S A R E A S H O T F O R E L E V A T I O N S O N L Y ) (C R E E K L O C A T E D T O T O P O F B A N K A N D A D J A C E N T S L O P E O N L Y ) CI T Y C E N T E R D E V E L O P M E N T A G E N C Y 13 1 2 5 S W H A L L B L V D . 2S 1 0 2 A C 0 0 2 0 2 15 ' W I D E SA N I T A R Y S E W E R EA S E M E N T 30 ' W I D E SA N I T A R Y S E W E R EA S E M E N T BO O K , 8 9 0 PA G E , 7 5 3 30148.98CP MAG S P K 1779144.20WET C11 1780145.03WET C10 1781145.01WET C9 1782145.37WET C8 1783144.71WET C7 1784144.87WET C6 1785145.93WET C2 1786145.73WET C3 1787145.10WET C4 1788144.98WET B19 1789144.92WET B18 1790144.77WET B17 1791144.77WET B16 1792144.92WET B15 1793145.13WET B14 1794145.05WET B13 1795144.91WET B12 1796145.13WET B11 1797145.29WET B10 1798144.83WET SP3 1799145.17WET SP4 1800145.39WET B9 1801144.39WET B8 1802144.68WET B7 1803144.39WET B6 1804144.74WET B5 1805144.89WET B4 1806144.17WET B3 1807143.84WET B2 1808143.87WET B1 31151.87CP MAG SPK 2549150.67SGN 2550150.60LUM SMALL 2551150.13LUM SMALL 2552150.20LUM SMA L L 2553150.70LUM SMALL IV 2554149.70IRR 6DIA IV 2555149.24IRR 6DIA SM O K I N G S H E L T E R WO O D E D G I N G CO M M . V A U L T AS P H A L T B E R M 5' H E D G E 2132150.45UPOLE DROPX2 2134150.62GUY GV 2135151.87GV 2136151.93WV 2137152.02WV 2142152.56SGN 2143152.67SGN 2144152.48BOL2145152.46BOL 2146152.50SGN 2147152.26SGN 2148152.27SGN EB2149152.62EJB 2150152.51LUM 144 ~ ~ ~ ~ S S S 2117144.28SMH I D 2118146.64DMH 24 S 2120151.90SMH H S 2121152.34SMH G S 2122152.47SMH F S 2123152.58SMH E D 2124152.52DMH 22 S 2125152.03SMH D 2126152.46CB CI 21 2128151.54CB 23 2130149.06CB FI SW A S H S T R E E T 25'20' ~~ S 2620152.06SMH D 2 S 2621152.59SMH E 2 14 5 150 1 5 1 14 5 1 4 4 147 145 1 4 5 149 148 146 151 1 4 6 14 7 1 4 8 14 9 14 9 1 5 1 15 2 15 0 14 9 FAN N O C R E E K 146 147 14 8 149 > 150 147 14 8 1 4 8 149 151 152153154 1 5 4 FLOODPLAINELEVATION FLO O D P L A I N ELE V A T I O N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FLOODPLAINELEVATION 3 3 55 3 3 5 3 5 5 WETLANDBOUNDARY WETLANDBOUNDARY 7 9 8 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 7 10 10 10 10 10 10 10 AS PART OFUNIVERSAL PLAZASCOPE, SEE "A"SERIES 3 33 3 3 5C8.04 SHEET NOTES SHEET LEGEND EX. CONTOUR MAJOR EX. CONTOUR MINOR PROPERTY LINE X KEY NOTES 1.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE 2.INSTALL INLET SEDIMENT PROTECTION 3.INSTALL SEDIMENT FENCE 4.INSTALL WHEEL WASH 5.INSTALL CONSTRUCTION FENCE 6.INSTALL CONCRETE WASHOUT 7.INSTALL OUTLET SEDIMENT PROTECTION 8.PROVIDE STRAW WATTLES 9.PROVIDE JUTE MATTING UNTIL FINAL STABILIZATION ISESTABLISHED 10.PROVIDE TREE PROTECTION FENCING 2C8.05 7C8.04 6C8.04 1C8.05 1.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OFTHE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ANDPERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED. 2.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESCFACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TOENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 3.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINEDAS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 4.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AMINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 5.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATEWITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BECLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENTLADEN WATER INTO THE DOWNSTREAM SYSTEM. 6.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FORTHE DURATION OF THE PROJECT. 7.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OFPERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATIONRATE. 8.STOCKPILED SOIL OR STRIPPING SHALL BE PLACED IN A STABLE LOCATION ANDCONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 9.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARYSEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENTFENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25%MAY REQUIRED ADDITIONAL EROSION CONTROL MEASURES. 10.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURESINCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAWMULCHING, OR OTHER APPROVED MEASURES. 11.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED INWATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADENWATER. 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TOTHE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THETRASH. 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THESTORMWATER SYSTEM. 14.USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFFFROM REACHING DISCHARGE POINTS. 15.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYINGSEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THESTORMWATER SYSTEM. SEDIMENT CONTROL FENCE.(SHOWN OFFSET FOR CLARITY). LIMITS OF WORK INLET PROTECTION XXXX CONSTRUCTION FENCE CONSTRUCTION ENTRANCE PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR TEMPORARY WHEEL WASH DRAINAGE FLOW DIRECTION CONCRETE WASHOUT STRAW WATTLES OUTLET PROTECTION 4C8.04 8C8.04 2C8.04 TREE PROTECTION FENCING INSTALL MATTING ON SLOPE 1C8.04 SCALE 20 1 INCH = 20 FEET 20 400 ESC - PHASE 2 UTILITY, VERTICAL CONSTRUCTION, FINAL STABILIZATION Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 3 - E ROS -P HASE2. d w g T A B:C -8 0 3 B Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 3 p m B y: A Bro o k s AS NOTED C-803B EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2 2022.05.20 21:44:24-07'00' SCALE:NTS3PLASTIC SHEETING SCALE: NTS 1 TREE PROTECTION - CONSTRUCTION FENCE SCALE: NTS 2 MATTING SLOPE INSTALLATION SCALE: NTS 4 OUTLET PROTECTION RIP RAP SCALE: NTS 5 CONSTRUCTION ENTRANCE SCALE: NTS 7 SEDIMENT FENCE SCALE: NTS 6 TIRE WASH - (DRIVE - THROUGH) SCALE: NTS 8 WATTLES NOTES:1.TEMPORARY FENCE SHALL BE PLACED AT 15' MINIMUM RADIUS FROM TRUNK OF TREE TO BE SAVED.FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING T-POST ONLY. AVOIDDRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2.TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETERDAMAGED DURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENTDRYING, AND COVERED WITH SOILS AS SOON AS POSSIBLE. 3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS,VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THELIMITS OF THE FENCING. 4.WITHIN CLEARING/GRADING LIMITS OR AT THE EDGE OF THE CLEARING/GRADING LIMITS, TREEPROTECTION MAY BE INSTALLED AROUND GROUPS OF TREES. R=15'MIN. 4' M IN . T-POST PLASTIC ORANGEFENCE ESC DETAILS Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N : \ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C O T - U n i v e r s a l - P l a z a \ C A D \ P L O T \ C - 8 0 4 - E R O S - D E T L . d w g T A B : C - 8 0 4 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 3 p m B y: A Bro o k s AS NOTED C-804 EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2022.05.20 21:38:26-07'00' SCALE:NTS1CONCRETE WASHOUT SCALE: NTS 3 INLET PROTECTION TYPE 5 SCALE: NTS 2 CURB AND GUTTER INLET PROTECTION SCALE: NTS 4 STANDARD EROSION CONTROL NOTES ESC DETAILS Universal Plaza&Boardwalk 9100 SW Burnham St. Tigard, OR 97223 DA T E PL O T Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -8 0 4 - E ROS -D ETL . d w g T A B:C -8 0 5 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 3 p m B y: A Bro o k s AS NOTED C-805 EXPIRATION DATE: OREGON 12/31/2023 79775 111 SW Fifth Ave., Suite 2600Portland, OR 97204 O: 503.542.3860F: 503.274.4681www.kpff.com 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 2022.05.20 21:43:54-07'00' COMPACTEDSUBGRADE 10" OF BASECOURSE AC SURFACE COURSE:3.0" OF 1/2" DENSE GRADED,LEVEL 2 ACP SCALE:NTS1ASPHALT PAVEMENT SECTION NOTES:1. TEMPORARY FENCE SHALL BE PLACED AT 15' MIN RADIUS FROM TRUNK OF TREE TO BE SAVED. FENCESHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING T-POST ONLY. AVOID DRIVINGPOSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGEDDURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT.ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING,AND COVERED WITH SOILS AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS,VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THELIMITS OF THE FENCING. 4. WITHIN CLEARING/GRADING LIMITS OR AT THE EDGE OF THE CLEARING/GRADING LIMITS, TREEPROTECTION MAY BE INSTALLED AROUND GROUPS OF TREES. R=15'MIN. 4' MIN. T-POST SCALE: NTS 3 TREE PROTECTION - CONSTRUCTION FENCE 14" 12" 6"EXP.R=3/4" R=3/4" COMPACTEDSUBGRADE BASEMATERIAL NOTES:1.CONCRETE SHALL BE 3000 PSI. 2.INSTALL CONTRACTION AND EXPANSION JOINTS AT SPECIFIED DISTANCE. SCALE:NTS2MOUNTABLE CURB AND GUTTER 6" 2"1" 32" COMPACTEDSUBGRADE 10" MIN. DRAINROCK PAC:3.0" OF 3/8" OR 1/2" DENSEPAC, PG 70-22ER BINDER SCALE:NTS4PERVIOUS ASPHALT CONCRETE SECTION (PAC) SUBGRADE GEOTEXTILECONFORMING TO OSSC 00350(GEOSYNTHETIC INSTALLATION) DRAINAGE FABRIC 4-INCH PERFORATEDDRAINAGE PIPING,LOCATION PER PLAN 4-INCH PERFORATEDDRAINAGE PIPING,LOCATION PER PLAN 1.5" CHOKER COURSE Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -9 0 0 - D ETL . d w g T A B:C -9 0 0 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 4 p m B y: A Bro o k s AS NOTED C-900 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DETAILS 3 3 2022.05.20 21:43:29-07'00' 4" M I N . (6 " I N R O C K ) D/2 12" UNPAVED AREAS PAVED AREAS 6" 6" MIN. 6" MIN. 36 " M I N . (I F I E I S N O T P R O V I D E D ) D 12" SA T I S F A C T O R Y SO I L M A T E R I A L IE D E P T H P E R P L A N FI N A L TR E N C H BA C K F I L L (V A R Y ) IN I T I A L TR E N C H BA C K F I L L BE D D I N G DETECTABLEWARNING TAPE RESURFACING MATCHEXISTING PAVEMENTSECTION SAWCUTLINEEXISTING ACPAVEMENT SCALE:NTS1TYPICAL PIPE BEDDING AND BACKFILL 6" TRACER WIRE CL HARD SURFACE LANDSCAPE AREA RISER O.D. + 12" MIN. 1" MAX. 6" MIN. 4" MIN. 2" MIN. SCALE:NTS2STANDARD CLEANOUT (COTG) 48"MIN. 25" SCALE:NTS3STANDARD MANHOLE SCALE:NTS10PERIMETER FOUNDATION DRAIN 4"MIN.4"MIN. SCALE:NTS6NOT USED NOTES:1.BASED MAY BE PRECAST OR CAST IN PLACE. 2.ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 3.CONCRETE SHALL BE COMMERCIAL GRADE. 4.CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH SLOPES AND RAIDII TO OUTLET PIPE. 5.EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX BEYOND THEINTERIOR MANHOLE WALL. SCALE:NTS7MANHOLE BASE - STANDARD FRAME AND COVER SEEPLAN STEPS OFFSET 5 FLOW CONTROL MANHOLE FLOW CONTROL MANHOLE DESIGN CRITERIA FCMH-1 [A] INVERT ELEVATION (IN)142.78 [B] INVERT ELEVATION (OUT)142.78 [C]OVERFLOW ELEVATION 146.74 [D]RIM ELEVATION 147.62 [E]SUMP ELEVATION 141.78 FINISH GRADE LOW-FLOW ORIFICE SIZE = 0.5-INCHES 1" MIN. SCALE:NTS11EXTENDABLE BACKWATER VALVE SCALE:NTS4AREA DRAIN - LANDSCAPE AREAS FINISHEDGRADE X KEY NOTES 1 IE (OUT)= PER PLAN PIPE SIZEPER PLAN 3 4 IE (IN) = SEE PLAN(WHERE APPLICABLE) 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL 2 12" STANDARD HINGED GRATE, H-10 RATED BY ADS, OR APPROVED EQUAL. 3 FLEXSTORM SHORT CATCH-IT INLET SEDIMENT BAG, OR APPROVED EQUAL. 4 INSTALL 12" DIA SUMP INSERT (NYOPLAST PART NUMBER 3812AGSI) TO ELIMINATE SUMP INBASIN. 2 LANDSCAPE AREAS 5%, TYP PEA GRAVEL (6" MIN. DEEP)SUROUNDING DRAIN 9"MIN. 6"MIN. 12" DIA WEEP HOLES EVERY 6"AROUND BASIN 4"MIN. 3 1 1' 45Â° MITERED OUTFALL IE=SEE PLANTOP OF SLOPE PIPE OUTFALL CENTEREDIN RIP-RAP (WHEREAPPLICABLE) SCALE:NTS9OUTFALL RIP-RAP PROTECTION 4' MIN. 1' DEEP3' WIDE HAND PLACE RIP-RAP AROUND OUTFALLPIPE TO CONCEAL SIDES AND TOP OF PIPE.!! ENSURE OUTFALL OPENING IS VISIBLE ANDNOT OBSTRUCTED. !! RIP-RAP SHALL BE4"-2" BALLAST AGGREGATE DRAINAGE FABRIC SCALE:NTS8NOT USED Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -9 0 0 - D ETL . d w g T A B:C -9 0 1 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 4 p m B y: A Bro o k s AS NOTED C-901 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DETAILS 3 2022.05.20 21:40:19-07'00' RFI 59 RFI 29 CONSTRUCT TOP SIMILAR TOSTD. CLEANOUT RESILIENT SEATED GATEVALVE. SIZE AS SHOWNON PLANS. PIPE SIZE AS SHOWNON PLANS 4" PVC SCALE: NTS 1 GATE VALVE SCALE:NTS2PRIME TRAPPED HUB DRAIN 4"X4" 4/4 WIRE MESH 4" SANITARY SEWER DRAIN HATCHBY TOWER COMPANY PART #05425,OR APPROVED EQUAL 4" PVC PLAN A SECTION A 4. 0 0 ' 4.00' 2.00'2.00' TRAP TO BE PRIMED - SEEPLUMBING SCHEDULE TP-1 FORTRAP PRIMER INFORMATION 4" 45Â° VERTICAL BEND 4" ELBOW SLOPEPER PLAN TO GREASEINTERCEPTOR 0.02FT/FT 12 " MI N . PAVEMENT PAVEMENT Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -9 0 0 - D ETL . d w g T A B:C -9 0 2 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 4 p m B y: A Bro o k s AS NOTED C-902 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DETAILS 2022.05.20 21:41:39-07'00' RFI 66 SCALE:NTS1CONCRETE SIDEWALK SCALE: NTS 2 CURB AND GUTTER SCALE: NTS 4 2" AND 1 1/2" WATER SERVICE SCALE: NTS 6 REDUCED PRESSURE BACKFLOW ASSEMBLY DISCHARGE RATES SCALE: NTS 3 TRENCH BACKFILL SCALE: NTS 5 RP BACKFLOW ASSEMBLY 2-1/2" + (ABOVE GROUND) SCALE: NTS 7 STANDARD THRUST BLOCK SCALE: NTS 8 STANDARD MANHOLE Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -9 0 0 - D ETL . d w g T A B:C -9 0 3 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 4 p m B y: A Bro o k s AS NOTED C-903 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DETAILS SCALE:NTS6VEGETATED CORRIDOR SIGNAGE SCALE: NTS 4 POROUS PAVEMENT SCALE: NTS 1 DITCH INLET SCALE: NTS 3 DETENTION PONDCONSTRUCTION AND MAINTENANCE NOTES SCALE: NTS 5 RIP RAP DETAILS SCALE: NTS 2 DETENTION POND Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 DA T E PL O T 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering3780 Wilshire Blvd., Ste. 230Los Angeles, CA 90010 213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical EngineeringInterface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 Fi l e : N :\ c \ p \ 2 0 1 9 \ 1 9 0 0 4 7 0 - C OT - U ni v e r s a l - P la z a \ C AD\P LO T \ C -9 0 0 - D ETL . d w g T A B:C -9 0 4 Plo t t e d : 5 / 2 0 / 2 2 a t 6 : 1 4 p m B y: A Bro o k s AS NOTED C-904 EXPIRATION DATE: OREGON 12/31/2023 79775 1 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 PERMIT REV 1 PERMIT REV 2 24 February 2022 5 May 20222 3 DETAILS 2022.05.20 21:46:04-07'00' > FLOOD P L A I N ELEVA T I O N FL O O D P L A I N EL E V A T I O N F L O O D P L A I N E L E V A T I O N EEEECCCC 102143.9 0FND 5\ 8 R B R P O E 1120.00FND C A L C 5 / 8 Y P C 1000150.77BSC K 1109145.56TOP.11 1111145. 5 0 TOP. 1 1 1115145.5 8TOP.1 1 1116145.97TOP.11 1119146. 7 3 TOP. 1 1 1120146.7 8 TOP.1 1 112 3146. 7 6 TOP.1 1 112 9144. 6 3TOP.1 1 1130143.9 3TOP.1 1 1132144.3 5TOP.1 1 1134144.1 2 TOP.1 1 1137144.56TOP. 1 1 1138145.37TOP. 1 1 1141145.1 6 TOP.1 1 1142144.0 7TOP.1 1 1145143.80TOP. 1 1 1146143.23TOP.11 114 8143. 1 7TOP. 1 1 1150142.31 TOP. 1 1 1152141. 9 8TOP.1 1 1154142.5 2 TOP.1 1 1157142.1 7TOP.1 1 1158142.15TOP.11 1160142.75TOP.11 1162142. 4 8TOP. 1 1 1165142.5 4 TOP.1 1 1166143.0 0 TOP.1 1 1168143.4 1 TOP.11 1170143.2 7 TOP.1 1 E 117 9142. 4 2TOP.1 1 1181143.11TOP.11 1183143.69TOP.11 1185143.74TOP.11 1187142. 9 6 TOP.1 1 1189143. 6 6 TOP.1 1 1191143. 9 9 TOP. 1 1 1193144.24 TOP.11 1195144.28TOP. 1 1 1197143.6 1TOP.11 119 9143. 4 1TOP. 1 1 1201143. 6 9TOP. 1 1 1203143. 2 4 TOP. 1 1 1205143. 9 4 TOP. 1 1 1207144.23TOP. 1 1 1209144.27TOP. 1 1 1211143.45TOP. 1 1 1213142.9 8 TOP.1 1 1215142.85 TOP.11 E 1356147.96TOP. 1 1 1357144.6 2 TOE.22 1358147. 3 1 TOP. 1 1 1359143. 3 6 TOE. 2 2 136 0 147. 6 2TOP.1 1 1361144.0 8TOE.2 2 1362146.90TOP. 1 1 1363146.75 TOP.11 E 1367143. 9 9TOE. 2 2 E S 1420144.5 2 SMH C L L I D 1421150.77BSC K 5000152.2 6BSCK 514 2151. 3 2 STR C H E V R O N 514 3151. 3 4 STR C Y C L E 5 5394152. 2 7BSCK S C GV C GV IV 5456150.85 IRR IV 5457151.73IRRIV5458151.8 0 IRR 5477152. 2 7BSCK 1450151.28BSC K S 1596147.5 9SMH 1597151.28BSCK 1608151.28BSCK 5500151.28BSC K 5629152.0 0 EL 5631151.70 EL C MW 5732148.87MI M O N I T O R W E L L GM 5735151. 9 7 STR X 5736151. 7 5 STR L 5737151.50STR L 573 8151. 6 2STR X 5739151.28BSC K 1650152.3 1BSCK 1656152.3 0BSCK 1702151.51FF 1750152.2 8BSCK 20012150. 8 2 BSCK 141 141 145 1 5 0 150 150 152 151 15 2 145 142 144 15 0 14 7 14 5 145 14 4 14 5 14 5 PROJECT SITE: UNIVERSAL PLAZA FANNO CREEK BU R N H A M S T R E E T 9180 SW BURNHAM ST 2S102AC00200 9040 SW BURNHAM ST 2S102AC00100 FANNO CREEK TRAIL CONNECTION PATH F A N N O C R E E K T R A I L EXTENTS OF VEGETATED CORRIDOR (GOOD CONDITION) N.I.S LIMIT OF WORK LI M I T O F W O R K P. L . P.L. LI M I T O F W O R K P. L . LIMIT OF WOR K P.L. 9110 SW BURNHAM STREET 2S102AC00202 EXTENTS OF WETLAND 56'-11" 50'-0" OVERALL PLAN 23 May 2022 1" = 20' L1.10 1"=20' 0 60'40'20' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 HARDSCAPE NOTES & SCHEDULE 23 May 2022 AS NOTED L2.00 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 GENERAL NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH ALL UNDERGROUND AND OVERHEAD UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 2.STREETS, SIDEWALKS AND ADJACENT PROPERTY SHALL BE PROTECTED THROUGHOUT THE WORK AS REQUIRED BY LOCAL CODES AND REGULATIONS AND APPROVED BY THE OWNER. 3.REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 4.ALL WORK AND PORTIONS OF THE PROJECT SHALL COMPLY WITH ALL APPLICABLE CODES THAT HAVE JURISDICTION OVER SCOPE OF WORK AS DEFINED IN CONTRACT DOCUMENTS. 5.CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 6.ALL LIMITS OF WORK, PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 7.WRITTEN SPECIFICATIONS ARE TO BE A PART OF THESE CONSTRUCTION DOCUMENTS. WRITTEN SPECIFICATIONS TAKE PRECEDENCE OVER THESE CONSTRUCTION DOCUMENTS. 8.NO TREE WITHIN THE PUBLIC RIGHT OF WAY MAY BE REMOVED, PRUNED, ROOT PRUNED, OR OTHERWISE ALTERED OR DAMAGED WITHOUT EXPLICIT PERMIT(S) FROM APPROPRIATE CITY, MUNICIPAL, AND/OR STATE AGENCIES. THE TERM "REMOVED" SHALL INCLUDE ANY ACT THAT WILL CAUSE A TREE TO DIE, INCLUDING BUT NOT LIMITED TO ACTS THAT INFLICT DAMAGE UPON THE ROOT SYSTEM OR OTHER PARTS OF THE TREE BY FIRE, APPLICATION OF TOXIC SUBSTANCES, OPERATION OF EQUIPMENT OR MACHINERY, CHANGING THE NATURAL GRADE OF LAND BY EXCAVATION OR FILLING WITHIN THE DRIP LINE AREA AROUND THE TRUNK, COMPACTION WITHIN THE DRIP LINE AREA, FLOODING OR CHANGE IN WATER TABLE AS A RESULT OF CONSTRUCTION ACTIVITY, DUMPING AND STAGING OF MATERIAL AND/OR EQUIPMENT WITHIN THE DRIP LINE AREA. SEE TREE PROTECTION NOTES ON L-8.00. 9.NO TREES WITHIN PRIVATE PROPERTY AND WITHIN THE SCOPE OF WORK MAY BE REMOVED, MOVED, OR DAMAGED UNLESS EXPLICITLY MARKED FOR REMOVAL IN DEMOLITION PLANS. SEE TREE PROTECTION NOTES ON L-8.00. THE TERM "REMOVED" DEFINED PER NOTE 8. 10.DRIP LINE ZONE IS DEFINED AS AS THE OUTERMOST CIRCUMFERENCE OF THE TREE'S CANOPY, FROM WHICH WATER DRIPS ONTO THE GROUND. 11.ROOT PRUNING AND/OR CANOPY PRUNING WHEN AUTHORIZED TO TAKE PLACE ONLY DIRECTED BY A LICENSED ARBORIST AND PER LANDSCAPE ARCHITECT'S SPECIFICATIONS. 12.HARDSCAPE MATERIAL WITH AN INITIAL SOLAR REFLECTANCE OF AT LEAST 0.30, OR UNCOLORED CONCRETE WITH SMOOTH CEMENT FINISH WILL BE PROVIDED FOR NEW HARDSCAPE. CONSTRUCTION NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 2.LOCATION AND DIMENSION OF FEATURES TO BE CONSTRUCTED ARE PER PROVIDED DIMENSIONS ONLY. DO NOT SCALE THE DRAWINGS. IF ADEQUATE DIMENSIONS ARE NOT PROVIDED IN THE DRAWINGS, PROVIDE LANDSCAPE ARCHITECT WITH RFI(S) PRIOR TO PROCEEDING WITH THE WORK. 3.ALL DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, WALLS, ETC., UNLESS OTHERWISE NOTED ON PLANS. 4.PROVIDE FELT EXPANSION JOINT WITH SEALANT WHERE PAVING ABUTS CURBING, BUILDINGS AND COLUMNS, AND STRUCTURES. VERIFY COLOR OF SEALANT WITH LANDSCAPE ARCHITECT. 5.CONTRACTOR SHALL SUBMIT 4'X 4' SAMPLES, OR AS NOTED IN THE SPECIFICATIONS, OF ALL PAVING FINISHES AND COLORS WITH JOINTS IN PLACE. ALL SAMPLES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6.CONTRACTOR TO PROVIDE A MOCKUP FOR ALL PAVING ASSEMBLIES AND WALLS AS NOTED IN THE SPECIFICATIONS. ALL MOCKUP(S) TO DEMONSTRATE FINAL FINISHES, COLORS, AND JOINT FINISHES IN APPROVED COLOR(S). CONTRACTOR TO ISSUE A SUBMITTAL TO LANDSCAPE ARCHITECT SHOWING EXTENTS OF MOCKUP WITHIN THE SCOPE OF WORK. CONTRACTOR TO ISSUE A SUBMITTAL DOCUMENTING THE MOCKUP FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. MOCKUP TO REMAIN ON SITE DURING CONSTRUCTION. 7.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE SHALL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT BY THE LANDSCAPE ARCHITECT. 8.ALL CONCRETE FLATWORK FINISH SHALL BE INSTALLED PER LANDSCAPE ARCHITECTURE DRAWINGS. ALL CONCRETE AND BASE THICKNESS, MATERIALS AND REINFORCING SHALL BE INSTALLED PER STRUCTURAL ENGINEERING AND CIVIL ENGINEERING DRAWINGS. 9.ALL CONCRETE WALL FINISHES TO BE INSTALLED PER LANDSCAPE ARCHITECTURE DRAWINGS. ALL WALL REINFORCEMENTS, AND ALL FOUNDATION REQUIREMENTS PER STRUCTURAL ENGINEERING DRAWINGS. 10.ALL UNITIZED PAVERS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND DETAILS. NOTIFY LANDSCAPE ARCHITECT IF CONTRARY TO DETAILS AND SPECIFICATIONS INDICATED IN CONTRACT DOCUMENTS. 11.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A TREE PROTECTION ZONE. SEE L7.00 TREE PROTECTION NOTES.FOR TREATMENT OF ROOTS OVER 1 INCH IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHOULD BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL OR MULCH AS SOON AS POSSIBLE TO PREVENT DRYING. EDGES & CURBS SYMBOL DESCRIPTION DETAIL SOURCE PRODUCT INFO COLOR FINISH COMMENTS METAL EDGING 1,2/L5.10 FENCE SYMBOL DESCRIPTION DETAIL SOURCE PRODUCT INFO COLOR FINISH COMMENTS METAL PICKET FENCE 1/L5.50 BLACK GALVANIZED STEEL PAVING SYMBOL DESCRIPTION DETAIL SOURCE PRODUCT INFO COLOR FINISH COMMENTS DECOMPOSED GRANITE ASPHALT PAVEMENT 1/C-900 POROUS PAVEMENT 4/C-904 CHIPSEAL SITE AMENITIES SYMBOL DESCRIPTION DETAIL SOURCE PRODUCT INFO COLOR FINISH COMMENTS WOOD TIMBER BENCH A 1/L5.60 -8X14, 8X8 DOUGLAS FIR TIM W/ STEEL PLATE -WOLMAN E COPPER AZOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH B 2/L5.60 -8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH C 1/L5.61 -8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH D 1/L5.62 -8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH E 1/L5.63 -8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH F 1/L5.64 -8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TIMBER BENCH G 1/L5.65 -8X8, 8X14 DOUGLAS FIR W/ STEEL PLATE -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE PORCH SWING A 1/L5.80 STUDIO 431 12X12 DOUGLAS FIR W/ CUSTOM STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WORLD PRESERVATIVE SEE L5.80 PORCH SWING B 1/L5.80 STUDIO 431 12X12 DOUGLAS FIR W/ CUSTOM STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WORLD PRESERVATIVE WOOD TABLE A 2/L5.72 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TABLE B 1/L5.71 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TABLE C 1/L5.72 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TABLE D 1/L5.73 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TABLE E 1/L5.74 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE WOOD TABLE F 1/L5.75 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT -WOLMAN E COPPER ZEOLE OUTDOOR WOOD PRESERVATIVE CUSTOM TABLE STOOL 2/L5.75 -1'2" ROUND WOOD TOP W/ STEEL SUPPORT - CUSTOM TABLE BENCH 3/L5.75 -8X8 DOUGLAS FIR W/ 3/8" STEEL SUPPORT SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL SOURCE PRODUCT INFO COLOR FINISH COMMENTS RECYLING SYSTEM 3/L5.90 LANDSCAPE FORMS CENTRAL PARK CONERVANCY RECYCLING SYSTEM -POWERCOATED METAL BIKE RACK 2/L5.90 DERO BIKE HITCH BRIGHT YELLOW POWDER COAT IN-GROUND MOUNT BOLLARDS 1/5.90 CAL PIPE INTERNAL LOCKING REMOVABLE BOLLARDS -STAINLESS STEEL BOULDER S 3,4,5/L5.10 NATURES EDGE MONTANA GLACIAL BOULDER -- BOULDER M 3,4,5/L5.10 NATURES EDGE MONTANA GLACIAL BOULDER -- BOULDER L 3,4,5/L5.10 NATURES EDGE MONTANA GLACIAL BOULDER -- OUTDOOR DRINKING FOUNTAIN & BOTTLE FILLER 4/L5.9 ELKAY OUTDOOR EZH20 BOTTLE FILLING STATION TO BE COORDINATED STAINLESS STEEL MODEL LK4420BF1U E-101 F-101 P-101 P-102 P-103 P-104 SA-101 SA-102 SA-103 SA-104 SA-105 SA-106 SA-107 SA-108 SA-109 SA-110 SA-111 SA-112 SA-113 SA-114 SA-115 SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SA-116 SA-117 HARDSCAPE SCHEDULE SYMBOL DESCRIPTION POLE MOUNTED LUMINARIES WITH DEVICES AND CONC. FOOTING, METAL CAP, SEE E1.00, 5/S503 INTERACTIVE WATER FEATURE; SEE W1.10 RESTROOM & CONCESSION BUILDING; SEE A2.01 EXTENTS OF FUTURE ARCH. IMPROVEMENTS (N.I.S.) IN-GRADE PATH LIGHT, SEE E6.01 ELECTRICAL OUTLET, MIN. 18" OFFSET FROM ADJ. HARDSCAPE, SEE E1.00 STORMWATER MANAGEMENT FACILITY; SEE C-600, C-601, C-904 FUTURE BOARDWALK TO FANNO CREEK TRAIL (N.I.S.) EXTENTS OF FUTURE OVERHEAD CANOPY (N.I.S.) PEDESTRIAN STYLE LUMINARIES WITH CONC. FOOTING, METAL CAP, SEE E1.00, 5/S503 TREE UPLIGHT, SEE E1.00 EXTENTS OF WATER FEATURE TANK BELOW, SEE W1.81, W1.82, W1.83, W1.84 INTERPRETIVE SIGN, SEE SG14.0 HOSE BIB, MIN. 18" OFFSET FROM ADJ. HARDSCAPE, SEE C-500 MONUMENT SIGNAGE W/ WOOD SEATING, SEE SG5.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 KEYNOTES SCHEDULE 3 > > > > 1 5 0 1 4 7 148148 1 4 9 1 5 1 1 5 1 151 151 151 1 5 2 1 5 2 1 5 2 152 1 5 2 1 5 3 1 5 3 1 5 4 1 5 4 150 14 6 14 7 148 14 9 151 FL O O D P L A I N EL E V A T I O N F L O O D P L A I N E L E V A T I O N 562 9 15 2 . 0 0 EL 563 1 151. 7 0 EL 170 2 15 1 . 5 1 FF 1 5 0 150 151 15 2 145 15 0 1 4 7 BU R N H A M S T R E E T PROPERTY LI N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E P.A. LAWN P.A. P.A. P.A. P.A. TYP. TYP. P.A. 1 2 3 4 5 TYP. 6 TYP. 7 9 TYP. 10 TYP. 11 12 13 TYP. E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 E-101 P-102 P-103 P-104 P.A. P.A. SA-101 SA-101 SA-101 SA-102 SA-102 SA-103 SA-104 SA-105 SA-106 SA-107 SF-101 TYP. TYP. 1 L5.70 14 F-101 15 LAWN 8 SF-103 SF-103 SF-102 P.A. P.A. P.A. TYP. 14 1 L5.80 SF-101 17 EXTENTS OF VEGETATED CORRIDOR (GOOD CONDITION) EXTENTS OF VEGETATED CORRIDOR (GOOD CONDITION) EXTENTS OF WETLAND EXTENTS OF WETLAND 50'-0" TYP. 17 HARDSCAPE PLAN 23 May 2022 1" = 10' L2.10 1"=10' 0 30'20'10' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 HARDSCAPE PLAN 1Scale: 1" = 10' E-101 EDGES & CURBS SYMBOL DESCRIPTION DETAIL METAL EDGING 1,2/L5.10 FENCE SYMBOL DESCRIPTION DETAIL METAL PICKET FENCE 1/L5.50 PAVING SYMBOL DESCRIPTION DETAIL DECOMPOSED GRANITE ASPHALT PAVING 1/C-900 POROUS ASPHALT 4/C-904 SITE AMENITIES SYMBOL DESCRIPTION DETAIL WOOD TIMBER BENCH A 1/L5.60 WOOD TIMBER BENCH B 2/L5.60 WOOD TIMBER BENCH C 1/L5.61 WOOD TIMBER BENCH D 1/L5.62 WOOD TIMBER BENCH E 1/L5.63 WOOD TIMBER BENCH F 1/L5.64 E-101 F-101 P-101 P-102 P-103 SA-101 SA-102 SA-103 SA-104 SA-105 SA-106 HARDSCAPE SCHEDULE WOOD TIMBER BENCH G 1/L5.65 PORCH SWING A 1/L5.80 PORCH SWING B 1/L5.80 WOOD TABLE A 2/L5.72 WOOD TABLE B 1/L5.71 WOOD TABLE C 1/L5.72 WOOD TABLE D 1/L5.73 WOOD TABLE E 1/L5.74 WOOD TABLE F 1/L5.75 CUSTOM TABLE STOOL 2/L5.75 CUSTOM TABLE BENCH 3/L5.75 SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL RECYLING SYSTEM 3/L5.90 BIKE RACK 2/L5.90 BOLLARDS 1/L5.90 BOULDER S 3,4,5/L5.10 BOULDER M 3,4,5/L5.10 BOULDER L 3,4,5/L5.10 OUTDOOR DRINKING FOUNTAIN & BOTTLE REFILLER 4/L5.90 SA-107 SA-108 SA-109 SA-110 SA-111 SA-112 SA-113 SA-114 SA-115 SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SA-116 SA-117 SYMBOL DESCRIPTION POLE MOUNTED LUMINARIES WITH DEVICES AND CONC. FOOTING, METAL CAP, SEE E1.00, 5/S503 INTERACTIVE WATER FEATURE; SEE W1.10 RESTROOM & CONCESSION BUILDING; SEE A2.01 EXTENTS OF FUTURE ARCH. IMPROVEMENTS (N.I.S.) IN-GRADE PATH LIGHT, SEE E6.01 ELECTRICAL OUTLET MIN. 18" FROM HARDSCAPE, SEE E1.00 STORMWATER MANAGEMENT FACILITY; SEE C-600, C-601, C-904 FUTURE BOARDWALK TO FANNO CREEK TRAIL (N.I.S.) EXTENTS OF FUTURE OVERHEAD CANOPY (N.I.S.) PEDESTRIAN STYLE LUMINARIES WITH CONC. FOOTING, METAL CAP, SEE E1.00, 5/S503 TREE UPLIGHT, SEE E1.00 EXTENTS OF WATER FEATURE TANK BELOW, SEE W1.81, W1.82, W1.83, W1.84 INTERPRETIVE SIGN, SEE SG14.0 IN-GRADE HOSE BIB MIN. 18" FROM HARDSCAPE, SEE C-500 MONUMENT SIGNAGE W/ WOOD SEATING, SEE SG5.0 INTERPRETIVE SIGN, SEE SIGNAGE DWGS ADD ALTERNATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 KEYNOTE SCHEDULE SF-104 SF-106 SF-106 SF-105 3 RFI 91 RFI 89 RFI 80 RFI 56 RFI 108 HARDSCAPE DETAILS & FENCE 23 May 2022 As Noted L5.10 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 MI N . 4 " 1 1/2" = 1'-0" BOULDER ON ASPHALT PAVING DESIGN INTENT PER PLAN WIDTH VARIES: 24"-36" BOULDER PER PLAN ADJACENT ASPHALT PAVING PER CIVIL. SAW CUT ASPHALT TO SHAPE OF BOULDER, PROVIDE CLEAN EDGE AGGREGATE BASE BASE OF BOULDER, TO BE BURIED BELOW F.G., SEE 7/S503 VA R I E S : 1 5 " - 2 0 " 1/4" EXPANSION JOINT TO MATCH ADJACENT ASPHALT 1 1/2" = 1'-0" BOULDERS ON LAWN LAWN PLANTING SOIL DESIGN INTENT PER PLAN WIDTH VARIES: 24"-36" MI N . 4 " BOULDER PER PLAN AGGREGATE BASE BASE OF BOULDER TO BE BURIED BELOW F.G, SEE 7/S503 VA R I E S : 1 5 " - 2 0 " COMPACTED SUBGRADE 3" = 1'-0" STEEL EDGING @ LAWN AND MULCH LAWN PERMALOC CLEANLINE 6063 ALUMINUM ALLOY 3/16" x 4" x 16'; BLACK ANODIZED FINISH; SLR ADAPTOR TO MATCH HEAVY DUTY 18" INTERLOCKING ALUMINUM STAKES TO MATCH COMPACTED SUBBASE 3" 3" = 1'-0" STEEL EDGING @ LAWN AND ASPHALT COMPACTED SUBBASE LAWN DOUBLE COURSE ASPHALT FINISH COURSE ON BASE COURSE FILL ALL VOIDS UNDER RESTRAINT FOR PROPER SUPPORT SUBGRADE ADJACENT TO RESTRAINT 3" X 3", PERMALOC ASPHALTEDGE ALUMINUM RESTRAINT COMPACT BASECOURSE EXTENDING 6" BEYOND RESTRAINT 6" MIN. 3/8" X 10" SPIRAL STEEL SPIKE AT 12" O.C. (TYP.) OR 4" O.C. MIN. 1 1/2" = 1'-0" WATER FEATURE PAVING INTERFACE WATER FEATURE PAVING, SEE W1.50 ASPHALT PAVING, SEE 1/C-900 AGGREGATE BASE 1/4" EXPANSION JOINT TO MATCH ADJACENT ASPHALT COMPACTED SUBGRADE 1 2 3 4 6 1 1/2" = 1'-0" BOULDERS ON DG ADJACENT D.G. DESIGN INTENT PER PLAN WIDTH VARIES: 24"-36" MI N . 4 " BOULDER PER PLAN AGGREGATE BASE BASE OF BOULDER TO BE BURIED BELOW F.G, SEE 7/S503 VA R I E S : 1 5 " - 2 0 " COMPACTED SUBGRADE 5 1/2" = 1'-0" METAL PICKET FENCE 1 5/8" GALVANIZED STEEL POST, POWER COATED, SEE SPEC 1'-6" O.C. TYP. 3' - 6 " 2' - 0 " CONC. HAUNCH, SEE 8/S503 FINISHED GRADE VINYL POST CAPS 7 1 1/2" = 1'-0" SWING BASE PLATE COVER PRESSURE TREATED POST PER STRUCT. 1" MOMENT BASE PLATE PER STRUCT. FINISHED SURFACE PER HARDSAPE PLAN FOOTING PER STRUCT. SHOP WELD, POWDER COAT STEEL BASE PLATE COVER 3 3 3 RFI 31 RFI 69 RFI 70 1" = 1'-0" WOOD TIMBER BENCH A 8" 8" 1" 8" T Y P . 28 " M A X STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 FINISHED SURFACE, SEE CIVIL EMBEDMENT PER STRUCT., TYP. 1" CHAMFER TYP. 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. 8'-0" 1'- 2 " 11'-4" 3'-4" 3'-4" 1'- 5 " 2" STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. WOLMANIZED DOUGLAS FIR B - C - C - 5" 10 0 Â° 100 Â° 1" 3" O.C. TYP. 1'-6" O.C. TYP. +153.84 T.O. BENCH SA-102 STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. (2) 8" x 8" WOLMANIZED DOUGLAS FIR 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. (2) 8" x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1' - 3 1 / 4 " 11 " 2" O . C . T Y P 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. VA R I E S 8" T Y P . 1'-6" O.C. TYP. 1'-6" TYP. 8" x 14" WOLMANIZED DOUGLAS FIR FINISHED SURFACE, SEE CIVIL. SURFACED EDGE T.O. BENCH SA-117 +153.04 T.O. BENCH SA-102T.O. BENCH SA-117 1'-6" TYP. 1" = 1'-0" WOOD TIMBER BENCH B FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, TYP., SEE 3/S503 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. WOLMANIZED DOUGLAS FIR B - C - C - +151.63 T.O.BENCH SA-101 8" 1' - 2 " 8'-0" 3" O.C. TYP. 1'-6" O.C. TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. 1/4" CHAMFER TYP. VA R I E S 8" 1' - 0 " STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 2" O . C . T Y P . FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1'-6" TYP. +153.05 T.O.BENCH SA-119 CUSTOM BENCH DETAILS 23 May 2022 AS NOTED L5.60 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 2 D. ISOMETRIC VIEW: B. ELEVATION:C. SECTION: A. PLAN: B. ELEVATION:C. SECTION: A. PLAN: 1" = 1'-0" WOOD TIMBER BENCH A 8" 8" 1" 8" T Y P . 28 " M A X STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 FINISHED SURFACE, SEE CIVIL EMBEDMENT PER STRUCT., TYP. 1" CHAMFER TYP. 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. 8'-0" 1' - 2 " 11'-4" 3'-4" 3'-4" 1' - 5 " 2" STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. WOLMANIZED DOUGLAS FIR B - C - C - 5" 10 0 Â° 100 Â° 1" 3" O.C. TYP. 1'-6" O.C. TYP. +153.84 T.O. BENCH SA-102 STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. (2) 8" x 8" WOLMANIZED DOUGLAS FIR 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. (2) 8" x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1' - 3 1 / 4 " 11 " 2" O . C . T Y P 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP. VA R I E S 8" T Y P . 1'-6" O.C. TYP. 1'-6" TYP. 8" x 14" WOLMANIZED DOUGLAS FIR FINISHED SURFACE, SEE CIVIL. SURFACED EDGE +152.7 T.O. BENCH SA-117 +150.87 T.O. BENCH SA-118 +153.04 T.O. BENCH SA-102 +151.9 T.O. BENCH SA-117 +150.07 T.O. BENCH SA-118 1'-6" TYP. 1 SA-119 SA-102 1" = 1'-0" WOOD TIMBER BENCH C 1'-2" 8'- 0 " 10 " 1'- 2 " 6' - 0 " B - C - C - +151.63 T.O.BENCH FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, TYP., SEE 3/S503 1" CHAMFER TYP. 1/4" CHAMFER TYP. 8" x 14" WOLMANIZED DOUGLAS FIR TYP.8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1/4" CHAMFER TYP. 3" O.C. TYP. 1'-6" O.C. TYP. 2" O . C . T Y P . STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 +153.08 T.O.BENCH 1'-6" TYP. 1' - 6 " T Y P . 2" VA R I E S 8" T Y P . 8" T Y P . 28 " M A X CUSTOM BENCH DETAILS 23 May 2022 AS NOTED L5.61 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 B. ELEVATION:C. SECTION: A. PLAN: 1" = 1'-0" WOOD TIMBER BENCH D 6'-3" 2" 5' - 1 1 " 9' - 2 " 6'-3 " 6'-1 1 " 2'-5 " 1'- 2 " T Y P . 1'-1" 121Â° 8" T Y P . 2" B - C - +151.49 T.O.BENCH 28 " M A X FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, TYP., SEE 3/S503 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. 1/4" CHAMFER TYP. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. VA R I E S 8" T Y P . 2" +152.32 T.O.BENCH 8" x 14" WOLMANIZED DOUGLAS FIR , TYP. 1" CHAMFER TYP. FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1/4" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503, TYP. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. 3" O.C. TYP. 1'-6" O.C. TYP. 2" O . C . T Y P . 2'-0 " T Y P . 1'-6" TYP. 8'-0" CUSTOM BENCH DETAILS 23 May 2022 AS NOTED L5.62 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 B. ELEVATION:C. SECTION: A. PLAN: 1" = 1'-0" WOOD TIMBER BENCH E 6'-1" 9'- 1 1 " 1'- 7 " 1'-0" 7'- 3 " 7'- 7 " 105 Â° B - +152.43 T.O.BENCH FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, TYP., SEE 3/S503 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 1/4" CHAMFER TYP. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. +151.60 T.O.BENCH 8" x 14" WOLMANIZED DOUGLAS FIR , TYP. 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1/4" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1' - 2 " T Y P . 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 3" O.C. TYP. 1'-6" O.C. TYP. 2" O . C . T Y P . C - C - 2'- 0 " 2'- 9 " 2'-1" 1'-6" 8" T Y P . 2" CUSTOM BENCH DETAILS 23 May 2022 AS NOTED L5.63 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 B. ELEVATION:C. SECTION: A. PLAN: 1" = 1'-0" WOOD TIMBER BENCH F 5 0 Â° 10'- 0 " 1'- 2 " T Y P . B - C - C - +152.38 T.O.BENCH 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, SEE 3/S503 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. WOLMANIZED DOUGLAS FIR 1/4" CHAMFER TYP. VA R I E S 8" 3" O.C. TYP. 1'-6" O.C. TYP. 2" O . C . T Y P . STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 1' - 2 " T Y P . 8'-0" 6" 1'-6" TYP. 8" 1'-6 " T Y P . 3" O . C . T Y P . 2" O . C . T Y P . 1'-7 " O . C . T Y P . 8" T Y P . 1/4" CHAMFER TYP. CUSTOM BENCH DETAILS 23 May 2022 ######## L5.64 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION:C. SECTION: 1 A. PLAN: 1" = 1'-0" WOOD TIMBER BENCH G 11 5 Â° 6' - 0 " 1'-2" 12'-0" 8'-9" 2'-8" 5 ' - 0 " C - B - C - +153.21 T.O.BENCH FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EMBEDMENT, TYP., SEE 3/S503 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. (2) 8"x8" WOLMANIZED DOUGLAS FIR 1/4" CHAMFER ON INTERIOR AND BOTTOM OF THE TIMBER BLOCKS, TYP 8" x 14" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. TYP. FINISHED SURFACE, SEE CIVIL STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 +154.05 T.O.BENCH VA R I E S 8" T Y P . (2) 8" x 8" WOLMANIZED DOUGLAS FIR 1/4" CHAMFER, TYP. 2" O.C. TYP. 1'-7" O.C. TYP. 2" O . C . T Y P . STAINLESS STEEL CYLINDRICAL KNOBS 20MM DIA. 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 (2) 8" x 8" WOLMANIZED DOUGLAS FIR 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 8" 8" 1'-2" 1 ' - 6 " T Y P . 8" x 14" WOLMANIZED DOUGLAS FIR TYP. 1" CHAMFER TYP. STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 3/S503 EQ EQ 1'-6" TYP. 28 " M A X 2" 2" CUSTOM BENCH DETAILS 23 May 2022 AS NOTED L5.65 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 B. ELEVATION:C. SECTION: A. PLAN: 6 3 Â° 94 Â° 7" O . C . 2'- 5 " T Y P . 7'-2" 2' - 5 "6" 2'-3" 6'-6" 1'-3 " 1'-0 " 3'-2" 2'-0" 8'-9" 6 " 6 " 5" 7" 3L5.75 50 Â° 2L5.75 3L5.75 130Â° 116Â° 5'-1" 5'-3" CUSTOM TABLE B (+28")CUSTOM TABLE A (+22") CUSTOM TABLE C (+40") 2' - 4 " 3' - 4 " 1' - 1 0 " CUSTOM TABLE E (+28") CUSTOM TABLE F (+22") COMMUNITY TABLES PLAN 23 May 2022 AS NOTED L5.70 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 TABLE A TABLE B TABLE C TABLE D TABLE E TABLE F CUSTOM TABLES A, B, & C ELEVATION 23/4"=1'-0" CUSTOM TABLES ELEVATION 11/4"=1'-0" CUSTOM TABLES E & F ELEVATION 33/4"=1'-0" RFI 94 4' - 1 " 8" 1' - 2 " 1' - 1 0 " 1" = 1'-0" CUSTOM TABLE A 4" 20'-0" 1' - 2 " 8" 1' - 1 0 " 2'-3"6"6'-9"1'-0"6'-9"6"2'-3" B - C - 2" +151.63 T.O. TABLE 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 FINISHED GRADE PER PLAN STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 (6) 8"x 8" WOLMANIZED DOUGLAS FIR 4" CHAMFER TYP. (6) 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 1/4" LAG SCREWS, SEE 9/S503 FINISHED GRADE PER PLAN EQ 2'-3" TYP. EQ CUSTOM TABLE A 23 May 2022 AS NOTES L5.71 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION:C. SECTION: 1 A. PLAN 3 3 3 2' - 1 " 20'-0" 8" 2' - 8 " 3' - 4 " 1" = 1'-0" CUSTOM TABLE C 2'-3"6"6'-9"1'-0"6'-9"6"2'-3" 4" 4" CHAMFER TYP. WOLMANIZED 8x8 DOUGLAS FIR 3' - 4 " B - C - 1/4" STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 1/4" LAG SCREWS, SEE 9/S503 2" +153.52 T.O. TABLE FINISHED GRADE PER PLANFINISHED GRADE PER PLAN 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 (3) 8"x 8" WOLMANIZED DOUGLAS FIR EQ EQ 2'-3" TYP. 8" 1' - 1 0 " 2' - 6 " 1" = 1'-0" CUSTOM TABLE B 20'-0" 2' - 9 " 4" 4" CHAMFER TYP. (4) 8"x 8" WOLMANIZED DOUGLAS FIR 2' - 6 " 2'-3"6"6'-9"1'-0"6'-9"6"2'-3" B - C - STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 1/4" LAG SCREWS, SEE 9/S503 2" +152.26 T.O. TABLE FINISHED GRADE PER PLAN FINISHED GRADE PER PLAN 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 (4) 8"x 8" WOLMANIZED DOUGLAS FIR EQ EQ 2'-3" TYP. CUSTOM TABLE B-C 23 May 2022 AS NOTED L5.72 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION: A. PLAN: C. SECTION: 2 1 B. ELEVATION: A. PLAN: C. SECTION: 3 3 3 3 3 3' - 5 " 8" 1' - 8 " 2' - 4 " 1" = 1'-0" CUSTOM TABLE D 8'-0" 4" 4" CHAMFER TYP. WOLMANIZED 8X8 DOUGLAS FIR 2' - 4 " 2'-3"6"2'-7"6"2'-2" B - C - 1/4" LAG SCREWS, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 2" +152.67 T.O. TABLE FINISHED GRADE PER PLANFINISHED GRADE PER PLAN 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 (5) 8"x 8" WOLMANIZED DOUGLAS FIR 2'-3"2'-7"2'-2" CUSTOM TABLE D 23 May 2022 AS NOTED L5.73 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION: A. PLAN: C. SECTION: 1 3 3 3 1" = 1'-0" CUSTOM TABLE E 8" 1' - 8 " 2' - 4 " 17'-0" 2' - 9 " 4" 4" CHAMFER TYP. WOLMANIZED 8X8 DOUGLAS FIR 2' - 4 " 2'-3"6"5'-3"1'-0"5'-3"6"2'-3" B - C - STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 1/4" LAG SCREWS, SEE 9/S503 2" +152.78 T.O. TABLE FINISHED GRADE PER PLAN FINISHED GRADE PER PLAN 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 (4) 8"x 8" WOLMANIZED DOUGLAS FIR EQ EQ 2'-3" TYP. CUSTOM TABLE E 23 May 2022 AS NOTED L5.74 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION: A. PLAN C. SECTION: 1 3 3 3 1" = 1'-0" CUSTOM TABLE F 4" FINISHED GRADE PER PLAN 4" CHAMFER TYP. WOLMANIZED 8X8 DOUGLAS FIR 1' - 1 0 " 1' - 3 " 1' - 1 1 " 2'-3"6"4'-10"6"2'-3" 8" 4' - 1 " 10'-4 3/8" B - C - CAST IN PLACE CONC. FOOTING, SEE 9/S503 1/4" LAG SCREWS, SEE 9/S503 2" +152.60 T.O. TABLE FINISHED GRADE PER PLAN 4" CHAMFER TYP. 8"x 8" WOLMANIZED DOUGLAS FIR STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 CAST IN PLACE CONC. FOOTING, SEE 9/S503 STEEL SUPPORT W/ WEATHERPROOF POWDER COATING, SEE 9/S503 (6) 8"x 8" WOLMANIZED DOUGLAS FIR 2'-3"4'-10 3/8"2'-3" CUSTOM TABLE F 23 May 2022 AS NOTED L5.75 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 B. ELEVATION A. PLAN C. SECTION 1 1" = 1'-0" CUSTOM TABLE STOOL 1' - 1 " 10 " 3" 1'-2" FOOTING PER STRUCT. EMBEDMENT PER STRUCT. TYP. METAL SUPPORT W/ WEATHERPROOF COATING ROUND WOOD TOP 1'2" DIAMETER FOOTING PER STRUCT. AGGREGATE BASE SUBGRADE 21" = 1'-0" CUSTOM TABLE BENCH FINISHED GRADE PER PLAN 1" CHAMFER TYP. (2) 8 X 8 TIMBER BLOCKS8" 1/4" STEEL SUPPORT W/ WEATHERPROOF POWDER COATING FOOTING PER STRUCT. AGGREGATE BASE SUBGRADE 3 3 3 CL EQ TY P . EQ TY P . 4 - 9' - 1 1 " 2 - CL 1 3 6 Â° CL CL 30 ' - 8 " (3 ) E Q U A L B A Y S FOOTING, SEE 11/S503 8 x 8 PRESSURE TREATED WOOD, TYP. SEE 4/S601 TYP. 2 0 ' ( 2 ) E Q U A L B A Y S 2 - CL FINISHED GRADE, SEE CIVIL FOOTING, SEE 11/S503 SWING BEAM CONNECTION, SEE 4/S601. TYP. POWDER COATED METAL SEAT BACK, TYP. PRESSURE TREATED DOUGLAS FIR ATTACHED TO SWING BEAM, SEE 4/S601. TYP. 3 - 1' - 6 " 8' - 1 1 " 12 ' - 5 " 8' - 1 1 " 10 ' - 6 " 1' - 7 " 2' - 2 " SIMPSON MPB88Z POST BASE, SEE 11/S503 2' - 5 " 2' - 0 " 1' - 1 1 " +162.85 T.O.SWING +165.25 T.O.SWING +162.14 T.O.SWING +164.15 T.O.SWING 5 - 3Â°3Â° TO P O F S E A T V A R I E S , H E I G H T F R O M F G V A R I E S RO D L E N G T H V A R I E S , S E E E L E V A T I O N S SWING ATTACHMENT, PER LANDSCAPE FORMS 1" DIA. STEEL ROD 1" THICK GALVANIZED PLATE, BOLT TO FRAME FRAME BEYOND 1" DIA. STEEL ROD BOLTED TO BENCH FRAME FROM BELOW SWING BEAM CONNECTION, SEE 4/S601 FINISH GRADE, SEE GRADING PLAN R3 ' - 0 " R1 1/4" CL NOTE: 1.ALL SWING PAVILION STRUCTURAL ENGINEERING TO BE DETERMINED, INCLUDING STEEL SIZING AND FOUNDATIONS 2.ALL FINAL SWING BENCH STRUCTURES TO BE BY LANDSCAPE FORMS 3.ALL SWING PAVILION DRAWINGS ARE FOR REFERENCE ONLY POWDER COATED METAL SEAT BACK 6' - 3 1 / 2 " 6' - 1 1 / 2 " CL CL CL CL CL SWING TYPE C - FRAME PLAN SWING TYPE C - PLAN EQ . EQ . EQ . EQ . EQ . EQ .A ABOVE 2' - 0 1 / 2 " 2'-0" 1 1 / 2 " 1'-8" CL 3 - SWING SEAT MODULE 3" WIDE GALVANIZED BAR 1/8" THICK, MOUNTED BELOW W/ANCHOR BOLTS, PER LANDSCAPE FORMS 3X3 GALVANIZED TUBE CROSS BEAM 1" DIA. STEEL ROD, BOLTED TO BENCH FRAME FROM BELOW A ABOVE EQ.EQ.EQ.EQ. 1 1 / 2 " 2'-0" 5"2'-0"5" 5"5" 1" GALVANIZED BAR, MOUNTED BELOW PLAN SECTION A SECTION A PARTIAL PLAN GALVANIZED FRAME BELOW 3X3 GALVANIZED TUBE FRAME WOOD END PIECE WOOD END PIECE, LENGTH VARIES 1" THICK GALVANIZED PLATE, BOLT TO FRAME 4" WIDE MILLED WOOD RIB, GLUE LAMINATED ANCHOR BOLT, OFF CENTER TO ALIGN WITH OUTER FRAME ANCHORING SYSTEM, PER LANDSCAPE FORMS ANCHOR BOLT ENLARGEMENT (2X) R1 1 / 4 " CUSTOM SWING DETAIL 23 May 2022 As Noted L5.80 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 SWING ENLARGEMENT PLAN 1Scale: 1/4" = 1'-0" SWING ELEVATION 3Scale: 1" = 1'-0" SWING ELEVATION 2Scale: 1/4" = 1'-0" PLAN AND FRAMING PLAN 4Scale: 1" = 1'-0" SWING SEAT 5Scale: 1" = 1'-0" 3 3 ADD ALTERNATE ADD ALTERNATE RFI 84 RFI 55 RFI 101 RFI 62 SITE FURNISHINGS 23 May 2022 ######## L5.90 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1" = 1'-0" BIKE RACK 2' - 1 1 " DERO BIKE HITCH BIKE RACK, PER SPEC. HARDSCAPE PER PLAN FOOTING PER MANUFACTURER 1" = 1'-0" TRASH RECEPTACLES 2' - 1 1 " LANDSCAPEFORMS CENTRAL PARK RECYCLING SYSTEM, PER SPEC. SIDE DECAL ANCHORING, PER MANUFACTURER 1"FINISHED GRADE 1'-0" HOLES FOR ANCHORING DRAIN HOLE BOTTOM VIEW ELEVATION VIEW 1" = 1'-0" 8" REMOVABLE BOLLARDS 3' - 8 " 2' - 2 " RETRACTABLE BOLLARD EMBEDMENT SLEEVE LID FOOTING AND REINFORCEMENT , SEE STRUCTURAL DWG DRAIN CONNECTION Ã˜ 8" NOTES: ASSISTED LIFT MANUAL BOLLARD. 3 1 2 1" = 1'-0" OUTDOOR DRINKING FOUNTAIN & BOTTLE FILLER ELKAY BOTTLE FILLING STATION WITH DOG BOWL, PER SPEC. CONCRETE FOOTING, PER STRUCTURAL SET 10/S503 5' - 4 " 2' - 9 " 6" ADJACENT ASPHALT PAVING, SEE 1/C-900 AGGREGATE BASE COMPACTED SUBGRADE 1/4" EXPANSION JOINT TO MATCH ADJACENT ASPHALT 4 1" = 1'-0" POLE MOUNTED LUMINARIES WITH DEVICES AND CONC. FOOTING STRAIGHT STEEL ROUND POLE (TOTAL HEIGHT: 33'), SEE E6.01 PLATE, BOLTED TO CONC. FOOTING, PER 5/S503 FOOTING, SEE 5/S503 FINISH SURFACE CL 1" CHAMFERED EDGE BOLTS PER 5/S503 5 3 RFI 4 EXST EXSMH RIM=147.59 IE IN=138.49 (NW) IE OUT=138.39 (SE) 10 2 14 3 . 9 0 FND 5 \ 8 R B R P O E 135 6 14 7 . 9 6 TOP . 1 1 135 7 144 . 6 2 TOE . 2 2 135 8 14 7 . 3 1 TOP . 1 1 13 5 9 143 . 3 6 TOE . 2 2 S IV 5456150 . 8 5 IRR IV 545 7 151. 7 3 IRRIV545 8 151. 8 0 IRR S 562 9 15 2 . 0 0 EL 563 1 151. 7 0 EL 56 5 3 151 . 0 7 STM . 4 6 572 7 56.8 8 SH R U B 572 8 56. 1 9 HL. 2 0 1 8 W 572 9 55. 8 9 HL. 2 0 E 1 8 W MW 573 2 14 8 . 8 7 MI M O N I T O R W E L L 170 2 15 1 . 5 1 FF 1 5 0 150 150 151 15 2 145 15 0 1 4 7 14 5 11/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"1" 3/4" 3/4" 3/4" 11/4" 3/4"11/4" 3/4"3/4" 3/4"3/4" 1" 2" 2" 3/4"1"1"11/4"11/4"3/4"1"1"11/4"11/4" 11/4"11/4"3/4"1"1"11/4" 3/4" 3/4"1" 1" 3/4" 11/4" 3/4"3/4" 1" 3/4"1"3/4"1" 11/4" 3/4"3/4" 3/4" 3/4" 1" 1" 1" 11/4" 11/4" 3/4" 3/4" 1" 3/4" 11/4" 11/2"3/4" 3/4" 1" 3/4" 3/4" 1" 3/4" 3/4" 3/4" 1" 1" 11/4" 3/4" 3/4" 1" 1" 3/4" 1" 1" 3/4"1" 1" 11/4" 11/2" 3/4" 3/4" 3/4" 11/2"3/4" 3/4" 3/4" 1" 1" 3/4" 3/4" 1" 3/4" 3/4" 3/4" 1" 1" 3/4"11/4" 11/4" 3/4" 3/4"3/4"3/4"3/4"3/4" 3/4" 1"1"11/2" 3/4" 3/4" 1" 1" 11/4" 11/4" 11/2"11/4" 1" 3/4" 11/4" 1" 3/4" 3/4" 1" 1" 11/4" 3/4" 1" 1" 11/4" 11/4" 3/4" 11/4" 3/4" 11/4" 1" 1" 3/4" 1" 1" 21/2" 21/2" 21/2" 21/2" 21/2" 21/2" 21/2" 21/2" 21/2" IRRIGATION PLANS 20 May 2022 1" = 10' L6.10 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1"=10' 0 30'20'10' NOTE A: POINT OF CONNECTION (POC) #1 SHALL BE A 2 1/2" TEE OFF OF THE DOMESTIC WATER LINE DOWNSTREAM OF THE 2" CITY METER. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC:112 PSI (STATIC) DESIGN WATER PRESSURE:69 PSI MAXIMUM SYSTEM DEMAND:31 GPM RESIDUAL WATER PRESSURE:43 PSI NOTE B: CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. IRRIGATION POINT OF CONNECTION #1; REFER TO NOTE "A" NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1.POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) 2.ISOLATION VALVES 3.AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) 4.QUICK COUPLING VALVES 5.IRRIGATION CONTROLLER(S) 6.RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. PROPERTY LINE, TYPICAL PROPERTY LINE, TYPICAL IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" CONTRACTOR TO ROUTE A 2" ELECTRICAL CONDUIT FOR CONTROL WIRES A 1" CONDUIT FOR FLOW SENSOR AND MASTER VALVE WIRES AND A 1" CODUIT FOR GROUNDING FROM CONTROLLER LOCATION TO EXTERIOR CONTRACTOR TO ROUTE A 1/2" ELECTRICAL CONDUIT FROM THE CONTROLLER LOCATION TO THE RAIN SENSOR LOCATION MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND FQTH SYMBOL MANUFACTURER DETAILRADIUSPSIFLOW RATE (GPM)P.R. (TRI.) AS APPROVED AS APPROVED N/A GPH IRRIGATION PAIGE ELECTRIC LASCO P.O.C. WILKINS NDS (K.B.I.) LASCO AS APPROVED BUCKNER AS APPROVED WELD-ON 44LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX.RAIN BIRD HUNTER NO SYMBOL NO SYMBOL AS APPROVEDNO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL CARSONNO SYMBOL PAIGE ELECTRICNO SYMBOL N/A C E F G H I K L N/A M M,O N N/A N/A O N/A M,N,P P N/A N/A Q NDS (K.B.I.) HUNTER RAIN BIRD PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE P-68 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 705 LOW VOC, GRAY COLORED "MEDIUM BODIED" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDING ELBOWS (45Â° AND 90Â°) AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING. 1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR / MASTER VALVE WIRES, PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. PVC PIPE 3/4" - 2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PVC PIPE 2 1/2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD RAIN-CLIK WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF THE CONTROLLER ENCLOSURE, WIRE TO THE CONTROLLER. THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. XXX-PESB-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. V27101N-SC 2 1/2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. 3300-200 2" NORMALLY OPEN, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. FCT-200, 2" FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. 850, 2" R/P BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE. INSTALL WITH IN A SUPER JUMBO RECTANGULAR VALVE BOX. 2" POTABLE (DOMESTIC) WATER METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. HUNTER J HUNTER 30.50 (1.0 TOTAL)1.5 FT A,BPROS-06-CV 6" POP-UP BUBBLER HEAD WITH A MSBN-50Q PRESSURE COMPENSATING STREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLERS TO PROVIDE OF THE ROOT BALL OF THE TREE OR PALM AND ON OPPOSITE SIDES OF THE TREE OR .40, .57, .74, 1.47 .86, 1.34, 1.82, 3.64 40 40 30 FT 20 FT 0.45 IN./HR. 0.45 IN./HR. PALM, TYPICAL. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE OR PALM. PROS-06-PRS40-CV 6" POP-UP TURF HEAD WITH A MP2000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PROS-06-PRS40-CV 6" POP-UP TURF HEAD WITH A MP3000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PROS-06-PRS40-CV 6" POP-UP TURF HEAD WITH A MP1000-90(Q/T/H)/360 ADJUSTABLE NOZZLE .19, .28, .37, .75 40 14 FT 0.45 IN./HR.HUNTER HUNTER HUNTER TWO (2) BUBBLERS PER TREE OR PALM. PLACE THE BUBBLER HEADS 6" FROM THE EDGE 3.00 IN./HR. A A A .40, .57, .74, 1.47 .86, 1.34, 1.82, 3.64 40 40 30 FT 20 FT 0.45 IN./HR. 0.45 IN./HR. PROS-12-PRS40-CV 12" POP-UP SHRUB HEAD WITH A MP2000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PROS-12-PRS40-CV 12" POP-UP SHRUB HEAD WITH A MP3000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PROS-12-PRS40-CV 12" POP-UP SHRUB HEAD WITH A MP1000-90(Q/T/H)/360 ADJUSTABLE NOZZLE.19, .28, .37, .75 40 14 FT 0.45 IN./HR.HUNTER HUNTER HUNTER A A A A2C-1200-M 12 STATION I-CORE CONTROLLER WITH A2C-WIFI MODULE AND TWO (2) A2M-600 6-STATION EXPANSION MODULES TO CREATE AN 24 STATION CONTROLLER WITH A STAINLESS STEEL WALL MOUNTED ASSEMBLY. THE CONTRACTOR SHALL REGISTER THE CONTROLLER WITH HUNTER, ACTIVATE THE CENTRALUS SOFTWARE, AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM / SCHEDULE ADJUSTMENT WITH THE WEATHER DATA DOWNLOAD SERVICE. HUNTER .24, .32, .47 30 8 FT APROS-12-PRS30-CV 12" POP-UP SHRUB HEAD WITH 8Q/8T/8H/8F NOZZLES .12, .23PROS-12-PRS30-CV 12" POP-UP SHRUB HEAD WITH 5Q/5H NOZZLES HUNTER 30 5 FT A2.05 IN./HR. 1.69 IN./HR. 500XL-HLR 2" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE WILKINS REGULATOR INSIDE A STANDARD RECTANGULAR VALVE BOX. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POC NOTES. D OPERATING PRESSURE (PSI) ZONE AREA (SFT) VALVE FLOW RATE IN G.P.M. VALVE SIZE IN INCHES CONTROLLER LETTER / STATION NUMBER HYDROZONE NUMBER SEE CHART IRRIGATION METHOD SEE CHART ZONE PRECIPITATION RATE (IN./HR.) VALVE CALLOUT LEGEND NUMBER HZ 1 DESCRIPTION OF THE HYDROZONE MIXED LOW / MODERATE WATER USE PLANTINGS HZ 2 MODERATE WATER USE TREESHZ 3 MODERATE WATER USE TURF HYDROZONE DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION MP MP ROTATORS IRRIGATION METHOD DESCRIPTION CHART SPRAY LETTERS TYPE TB TREE BUBBLERS DRIP S SPRAY HEADS SPRAY 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 IRRIGATION LEGEND AND NOTES 20 May 2022 N.T.S. L6.20 1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9.CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15.THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. IRRIGATION NOTES 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 IRRIGATION DETAILS 20 May 2022 N.T.S. L6.30 QUICK COUPLER VALVEH DOUBLE CHECK BACKFLOW DEVICEC REMOTE CONTROL VALVEI MASTER CONTROL VALVEE FLOW SENSORF J BALL VALVEG TREE BUBBLER LAYOUTB SECTION VIEW - N.T.S. 12" POP-UP HEAD SWING JOINT CONFIGURATION TWELVE (12) INCH POP-UP SPRINKLER HEAD SIX (6) INCH POP-UP SPRINKLER HEAD 12" LEGEND AND PIPE INSTALLATION DETAIL FINISHED GRADE AT DEPTH SHOWN ON PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW 1/2" SIZE WITH FIPT THREADS SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. NOTE: INLET HAS 1/2" NPT THREADS. FINISHED GRADE IN TURF AREAS INSTALL POP-UP SPRAY HEAD FLUSH WITH GRADE IN SHRUB AND GROUND COVER AREAS INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED UNDISTURBED SOIL MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER POP-UP SPRAY HEAD, 6" - 12" HEIGHT, SEE LEGEND FOR BRAND, 1/2" PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. SECTION VIEW - N.T.S. 2" 2" MIN. FINISHED GRADE IN SHRUB AREAS 2" FINISH GRADE IN TURF AREAS 24" WIRE LOOPS AND PVC MAINLINE TO FLOW GPH GDBRY6 WATERPROOF SENSOR, PIPE PER PLANS WIRE CONNECTORS LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, FOUR (4) REQUIRED ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE MIN. P C AND SPECIFICATIONS WIRE PATH TO CONTROLLER, IN CONDUIT NOTE: FLOW USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45Â° ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. SECTION VIEW - N.T.S. 2" MIN. FINISHED GRADE IN SHRUB AREAS 2" FINISH GRADE IN TURF AREAS 24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, 4 REQUIRED FLOW SENSOR, SEE LEGEND FOR BRAND, MODEL AND SIZE WIRE PATH TO CONTROLLER NOTE: FLOW 4" MIN. 10 PIPE DIA.5 PIPE DIA. USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH 80 PVC 45Â° ELBOWS TO ACHIEVE THE MAINLINE DEPTH AS REQUIRED PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWN PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. CL LASCO "SLO-CLOSE" SCH. 80 PVC, BRICK SUPPORTS, FINISHED GRADE IN SHRUB AREAS PVC IRRIGATION MAINLINE, 6" DIAMETER PVC CL. 160 PIPE, ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL 6" THREE (3) REQUIRED TRU-UNION BALL VALVE, WITH PVC LENGTH AS REQUIRED, 12" MINIMUM SEE LEGEND FOR SPECIFICATION SOCKET CONNECTIONS. SOLVENT WELD PVC CONNECTIONS SIZE PER MAINLINE SIZE 2" FINISHED GRADE IN TURF AREAS SECTION VIEW - N.T.S. INSTALLED ON THE PROJECT. NOTE: PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. 2" 2" MIN. FINISHED GRADE IN SHRUB AREAS2" BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, MIN.P C PVC MAINLINE PIPE RISER*, LENGTH AS REQUIRED 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH SCH. 80 PVC 90Â° ELL FITTING* LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE FINISHED GRADE IN TURF AREAS LATERAL LINE, SIZE PER PLANS, TYPE PVC PIPE, AS 24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS PVC MAINLINE PIPE* SCH. 80 PVC TEE OR 90Â° ELL FITTING ON MAINLINE, I D VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-Y1 NOTE: PER LEGEND TWO (2) PER ASSEMBLY MAINLINE SIZE X RCV X RCV (TEE) OR MAINLINE SIZE X RCV (ELL) * ABOVE INDICATES SIZE PER RCV SECTION VIEW - N.T.S. PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. LGROUNDING RODK UNDISTURBED SOIL ROOT BALL OF TREE OR PALM AMENDED BACKFILL MIX, SEE PLANTING PLANS DRIP LINE OF CANOPY TREE OR PALM 6" POP-UP STREAM BUBBLER HEAD WITH A 90Â° ARC PATTERN THREE (3) STREAM BUBBLER NOZZLE, SEE THE LEGEND FOR ALL 3/4" PVC LATERAL LINE PIPE FROM RCV REQUIRED COMPONENTS. ADJUST THE NOZZLE STREAMS TO WET THE ROOT BALL S 3/4" PVC LATERAL LINE PIPE 3/4" PVC TEE FITTING AND AMENDED SOIL AREA WITHOUT HITTING. PLAN VIEW - N.T.S. 6" THE TRUNK OF THE TREE OR PALM. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. POSITION MSBN-25Q STREAM BUBBLER HEADS 1" FROM THE ROOT BALL. S NOTE: POSITION MSBN-50Q STREAM BUBBLER HEADS 6" FROM THE ROOT BALL. SECTION VIEW - N.T.S. IRRIGATION CONTROLLER OR ANY CONTROL WIRE PATH. FINISHED GRADE IN TURF AREAS 5/8" X 96" COPPER CLAD GROUND BRICK SUPPORTS, 3 REQUIRED FINISHED GRADE IN SHRUB AREAS ROD INSTALLED INTO COMPACTED 2" AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. PLASTIC 10" ROUND VALVE BOX WITH T-COVER HEAT BRAND "GRD" ONTO LID. FILL 1/2 OF VALVE BOX WITH COMPACTED SITE SOIL SITE SOIL PRIOR TO SETTING BOX NATIVE OR UNDISTURBED SITE SOIL BARE #6 COPPER GROUND WIRE FROM CONTROLLER GROUND ROD MUST BE LOCATED A MINIMUM OF TEN (10) FEET FROM THE IRRIGATION CONTROLLER CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: EACH CONTROLLER SHALL HAVE A MINIMUM OF ONE (1) GROUND ROD INSTALLED. GROUND ROD SHALL BE INSTALLED A MINIMUM OF TEN (10) FEET AWAY FROM THE BARE COPPER GROUND WIRE (#6), CONNECTED TO THE ROD W/ BRASS CLAMP OR "CAD WELD" IN PLACE SECTION VIEW - N.T.S. USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CL QUICK COUPLING VALVE WITH 1" FIPT INLET FINISHED GRADE IN SHRUB AREAS 3" THREADS AND A YELLOW VINYL LOCKING CAP 2" LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX LASCO SNAP-LOK PVC SWING JOINT WITH O-RINGS, A MALE 1" MIPT THREADED LAY LENGTH AND SNAP-LOK COLLAR. PVC INLET, PVC STABILIZER ELBOW, 12" FINISHED GRADE IN TURF AREAS BRICK SUPPORTS, THREE (3) REQUIRED USE #G13S-218 WITH A 1" MIPT THREAD REBAR STAKES, #3 X 24" LONG, SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZE X 1" FIPT FOR CONNECTION TO THE SWING JOINT TWO (2) REQUIRED BRASS OUTLET. WHEN USING A 3/4" QUICK COUPLER VALVE, USE A LASCO G13T-212 SWING JOINT WITH A 3/4" BRASS OUTLET FOR CONNECTION TO THE QCV INLET. ALL OTHER PARTS OF SWING JOINT SHALL REMAIN 1" SIZE. COLORED T-COVER AND CAPTIVE STAINLESS PLASTIC 10" ROUND VALVE BOX WITH BLACK STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QCV" ONTO LID. NOTE: WHEN QCV IS LOCATED ON A MANIFOLD, USE A SCH. 80 SxT 90Â° ELBOW IN PLACE OF THE TEE FITTING. SIZE THE ELBOW AS MANIFOLD MAINLINE SIZE X 1" FIPT. POP-UP SPRINKLER HEADA WALL MOUNTED CONT. ASSEMBLY SECTION VIEW - N.T.S. CONTROLLER, SEE 54" BY OTHERS BUILDING WALL 12" CONDUIT TO 3/4" STEEL RAIN SENSOR PROOF STEEL WEATHER- JUNCTION BOX CONDUIT PVC AND SWEEP SIZE TO MATCH INTERIOR FOR ELECTRICAL POWER SUPPLY 1" CONDUIT, SWEEP AND J-BOX 1" CONDUIT FOR RAIN SENSOR AND J-BOXES SHALL BE STEEL NOTE: ALL INTERIOR CONDUITS 2" CONDUIT FOR RCV WIRES, 1 1/4" CONDUIT FOR GROUND WIRE JUNCTION BOX, SIZE PER CONDUIT CONDUIT SUPPORTS, 12" O.C. FLOOR OF BUILDING, BY OTHERS DETAIL SHOWS FRONT VIEW OF CONTROLLER AND A SIDE VIEW EXAMPLE NOTE: OF A WALL PENETRATION. EACH CONDUIT REQUIRES A J-BOX ON THE INTERIOR AND EXTERIOR OF THE BUILDING. EXTEND CONDUIT A MIN. OF 12" FROM THE EDGE OF BUILDING MCV WIRES AND FS WIRES LEGEND FOR BRAND, MODEL AND SIZE RAIN SENSOR SECTION VIEW - N.T.S. VERIFY THE SENSOR LOCATION WITH THE OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. ADJUST SENSOR LOCATION AS NECESSARY. VERIFY THE ROUTING OF THE WIRES AND CONDUIT ON WIRED SENSORS PRIOR TO INSTALLATION. NOTE: SEE LEGEND FOR WIRED RAIN SENSOR MODEL AND TYPE TO BE USED WIRES FOR WIRED MODEL FASCIA, WALL OR POST AS REQUIRED. ATTACH MOUNTING BRACKET TO USE TWO (2) SCREWS OR BOLTS BRACKET, AS SUPPLIED WITH HINGED ALUMINUM MOUNTING SENSOR, SEE LEGEND SWEEPS TO ROUTE WIRES FROM THE 1/2" STEEL ELECTRICAL CONDUIT AND SENSOR TO THE CONTROLLER (WIRED MODELS). SECURE TO THE WALL WITH CONDUIT SUPPORTS. PAINT CONDUIT TO MATCH WALL OR BUILDING. LOCATE THE SENSOR PER THE DRAWINGS AND IN AN AREA THAT WILL RECEIVE DIRECT RAINFALL. SEAL END OF CONDUIT WITH SILICONE 3/4" ROCK USE 45 DEGREE ELLS TO ACHIEVE SPECIFIED MAINLINE DEPTH. NOTE: PVC MAINLINE PIPE FROM P.O.C. PER SPECS. BRICK SUPPORTS LANDSCAPE FABRIC BRASS NIPPLE TYP. BRASS UNION PVC MAINLINE TO IRRIGATION CONTROL VALVES B B PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED BRASS BALL VALVE TYP., AS PART OF MODEL BACKFLOW DEVICE, SEE LEGEND FOR SPECIFICATION WYE STRAINER AS PART OF MODEL 3" 4" MIN. 2" MIN. TEST COCK, TYPICAL. SEE NOTE BELOW TEST COCKS MUST BE PLUGGED, EXCEPT WHEN DOUBLE CHECK VALVE IS BEING TESTED. TEST PLUGS MUST BE THREADED, WATER-TIGHT, AND MADE OF NON-FERROUS MATERIAL. B BB FINISHED SOIL GRADE IN TURF AREAS FLOW SECTION VIEW - N.T.S. FINISHED SOIL GRADE IN SHRUB AREAS PRESSURE REGULATING VALVED SECTION VIEW - N.T.S. 2" MIN. 2" MIN. B PVC SCH 80 THREADED-ONE- END NIPPLE, 3" MINIMUM LENGTH, VALVE, SEE PLANS PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION PVC MAINLINE TO MASTER TWO (2) REQUIRED FOR ASSEMBLY FINISHED SOIL GRADE SCH 80 PVC SLIP COUPLING, IN SHRUB AREAS BRICK SUPPORTS, FINISHED SOIL GRADE IN TURF AREAS BRASS NIPPLE , LENGTH AS REQ. PVC MAINLINE FROM P.O.C. BRASS UNION, ONE (1) REQUIRED NOTE: INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. HEAT BRAND "PRV" ONTO LID. T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TWO (2) REQUIRED FOR ASSEMBLY LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH COVER BOTTOM AND ALL SIDES OF VALVE BOX FOUR (4) REQUIRED 2" PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER (SIZE AS REQUIRED), USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BFD" ONTO LID. 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 IRRIGATION DETAILS 20 May 2022 N.T.S. L6.40 THRUST BLOCKSO VALVE BOX LAYOUTQ 12"12"12" REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR QCV BOX, TYPICAL 18 "12" BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. NOTE: VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL ALIGN BOX EDGES VALVE BOX, TYPICALBALL VALVE BOX, TYPICAL EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING 18 " COLLAPSE AND / OR DEFORMATION OF VALVE BOXES. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. NOTE: PLAN VIEW - N.T.S. QCV RCV A13 RCV A15 RCV A14 BV WIRE CONNECTIONP SECTION VIEW - N.T.S. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT. NOTE: INSERTED INTO TUBE UNTIL THE SCOTCHLOK CONNECTOR AND WIRES CONNECTOR PASSES LOCK TABS SILICONE WATERPROOF GEL POLY TUBE PRE-FILLED WITH 100% ONCE CONNECTOR IS INSERTED LOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY. IS INSERTED INTO TUBE WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE LOW VOLTAGE WIRES, 3 MAXIMUM 45 DEGREE ELL USING BLACK PIPE TAPE WRAP PLASTIC FITTINGS 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE PORTLAND CEMENT 420-C-2000 ALL CONCRETE TO BE TEE UNDISTURBED SOIL CONCRETE THRUST UNDISTURBED SOIL MAINLINE PIPE BLOCK, TYPICAL 90 DEGREE ELL MAINLINE PIPE BLOCK, TYPICAL CONCRETE THRUST PLAN VIEW - N.T.S. N SLEEVE INSTALLATION SECTION VIEW - N.T.S. UNDER PEDESTRIAN PAVING PIPE SIZES A PAVING, SEE SITE PLANS A B C D D D D D IRRIGATION LATERAL LINE IN SLEEVE IRRIGATION MAINLINE IN SLEEVE LOW VOLTAGE CONTROL WIRES, OR CONDUIT, IN SLEEVE UNDISTURBED SITE SOIL SAND BACKFILL COMPACTED TO CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" B 24" C 24" D 4" UNDER VEHICULAR PAVING 36"36"6" EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL 24" SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: PIPE INSTALLATIONM SECTION VIEW - N.T.S. SIZES 3" AND 4" SIZES 3/4" TO 2 1/2" PIPE SIZES A FINISH SOIL GRADE A B C D D D D D IRRIGATION NON-PRESSURE LATERAL LINE IRRIGATION PRESSURE MAINLINE LOW VOLTAGE CONTROL WIRES, IN CONDUIT IF SPECIFIED ON LEGEND UNDISTURBED SITE SOIL CLEAN, COMPACTED BACKFILL SOIL, CLEAN SOIL PIPE BEDDING, SEE CHART SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART 12" 18" B 18" 24" C 18" 24" D 4" 4" SIZES 6" AND LARGER 30"24"6" SEE SPECIFICATIONS CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. NOTE: SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY CAR OB2 CAREX OBNUPTA SLOUGH SEDGE 1 GAL 702 DES TU2 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 338 IRI IR2 IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL 38 IRI SI2 IRIS SIBIRICA SIBERIAN IRIS 1 GAL 4 JUN PA2 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 1,140 MAH RE2 MAHONIA REPENS CREEPING MAHONIA 5 GAL 39 SPI DO2 SPIRAEA DOUGLASII WESTERN SPIREA 5 GAL 19 SHRUB SCHEDULE PLANTING NOTES & SCHEDULE 23 May 2022 As Noted L7.00 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February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x WIDTH OF ROOTBALL FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH. 3.SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY SOILS (MORE THAN 15% CLAY). 4.LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. 5.SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING. 6.AFTER THE TREE IS SET IN PLACE, REMOVE AND CLEAR THE ROOTBALL FROM CONTAINER MATERIAL, WOOD SLATS, BURLAP, WIRE AND STRAPS. WOOD SLATS OR BURLAP UNDERNEATH THE ROOT BALL MAY REMAIN IN PLACE. 7.BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH. 8.SEE SPECIFICATIONS FOR TREE STAKING, GUYING, OR ANCHORING REQUIREMENTS. 9.APPLY A 2-3" (SETTLED) DEPTH OF APPROVED MULCH TO THE PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE TRUNK FOR AIR CIRCULATION. 10.PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS, AND SHALL BE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS. PRUNING SHALL TAKE PLACE UNDER THE DIRECT SUPERVISION OF A LICENSED ARBORIST, AND PER LANDSCAPE ARCHITECT'S SPECIFICATIONS. 11.REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE PLACED ON TRUNK. 12.REMOVE ALL TREE TAGS AND NURSERY IDENTIFICATION MATERIAL FROM TREE TRUNK/BRANCHES AT THE TIME OF INSTALL. TREE PROTECTION NOTES: 1.REFER TO STANDARDS IN GENERAL SPECIFICATIONS FOR TREE PROTECTION. 2.DIAMETER OF PROTECTION ZONE SHOULD BE ONE FOOT FOR EACH INCH OF TRUNK DIAMETER AT BREAST HEIGHT, 1/2 HEIGHT OF TREE, OR PERIMETER OF DRIP LINE ZONE, WHICHEVER IS GREATER. THE PROTECTION ZONE SHALL BE 6 FOOT MINIMUM IN DIAMETER. TEMPORARY FENCING (6 FT HIGH) SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). TO INSTALL FENCE POSTS, AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. DRIP LINE ZONE IS DEFINED AS AS THE OUTERMOST CIRCUMFERENCE OF THE TREE'S CANOPY, FROM WHICH WATER DRIPS ONTO THE GROUND. 3.DEAD TREES, SCRUB, OR UNDERGROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. THERE SHALL BE NO SOIL DISTURBANCE UNDER THE DRIP LINE OF TREES TO BE PRESERVED. 4.TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1 INCH IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHOULD BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL OR MULCH AS SOON AS POSSIBLE TO PREVENT DRYING. 5.FOR PRUNING GUIDELINES, SEE ANSI A300. 6.NO EQUIPMENT OR MACHINERY SHALL BE USED WITHIN THE PROTECTION FENCE. WORK WITHIN THE PROTECTION ZONE SHALL BE DONE MANUALLY. 7.NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE IS ALLOWED WITHIN THE LIMIT OF THE FENCING. 8.AVOID REGULAR FOOT TRAFFIC WITHIN THE PROTECTION ZONE. SHRUB PLANTING NOTES: 1.DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT BALL OR CONTAINER. 2.SCARIFY SUBGRADE AND SIDES OF PLANTING HOLE WHEN PLANTING IN CLAY SOIL. 3.SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE, OR 1-2" ABOVE IF THE SOIL IS PRONE TO SETTLING. 4.IF CONTAINER GROWN PLANT, GENTLY SLIDE PLANT OUT OF CONTAINER. DISTURB THE ROOTS. 5.IF B&B PLANT, REMOVE BURLAP FROM AT LEAST THE TOP 12 INCHES OF THE ROOTBALL, WITHOUT DISTURBING THE ROOTBALL. REMOVE ALL CORD FROM THE TRUNK. REMOVE BURLAP AND WIRE 1.BASKET (IF PRESENT) FROM THE ROOT BALL. 6.BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE SOIL, BROKEN UP OR TILLED. WATER TO REMOVE AIR POCKETS. DO NOT ADD AMENDMENTS. 7.PLACE APPROVED MULCH ON THE SURFACE TO A (SETTLED) DEPTH OF 1 TO 3 INCHES PER SPECIFICATIONS. TREES CODE BOTANICAL NAME COMMON NAME SIZE ABI CON ABIES CONCOLOR WHITE FIR 3" CAL. ABI GRA ABIES GRANDIS GRAND FIR 3" CAL. ALN RUB ALNUS RUBRA RED ALDER 3" CAL. GLE TRI GLEDITSIA TRIACANTHOS INERMIS`SHADEMASTER` SHADEMASTER HONEY LOCUST 3" CAL. MAG GAL MAGNOLIA X `GALAXY`GALAXY MAGNOLIA 3" CAL. PIN CON PINUS CONTORTA SHORE PINE 3" CAL. POP BAL POPULUS BALSAMIFERA BALSAM POPLAR STE PSE STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 3" CAL. PLANT SCHEDULE 10 2 143 . 9 0 FND 5 \ 8 R B R P O E 13 5 6 14 7 . 9 6 TOP . 1 1 135 7 144 . 6 2 TO E . 2 2 TOP . 1 1 135 9 143 . 3 6 TOE. 2 2 13 7 6 53. 0 8 12" D T R S D D D C GV HY D WM C GV IV 545 6 150 . 8 5 IRR IV 545 7 151. 7 3 IRRIV545 8 15 1 . 8 0 IRR S 562 9 15 2 . 0 0 EL 563 1 15 1 . 7 0 EL 56 4 9 15 1 . 5 3 STM . 4 6 56 5 0 151 . 1 8 STM . 4 6 565 1 15 1 . 5 5 STM . 4 6 56 5 3 151 . 0 7 ST M . 4 6 571 1 56.8 0 6" D T R 572 2 54.6 4 8" D T R 57 2 3 53. 2 6 8" D T R 57 2 4 54. 5 3 6" D T R 5 572 7 56.8 8 SH R U B 57 2 8 56. 1 9 HL. 2 0 1 8 W 572 9 55.8 9 HL. 2 0 E 1 8 W C MW 57 3 2 148 . 8 7 MI M O N I T O R W E L L GM 170 2 15 1 . 5 1 FF WM WM 1 5 0 150 150 152 151 15 2 145 15 0 1 4 7 ABI CON 3 MAG GAL 3STE PSE 1 GLE TRI 3 GLE TRI 3 GLE TRI 3 ABI GRA 1 PIN CON 1 GLE TRI 1 MAG GAL 4 STE PSE 3 IRI IR2 1 GAL CAR OB2 1 GAL JUN PA2 1 GAL MAH RE2 5 GAL DES TU2 1 GAL IRI SI2 1 GAL JUN PA2 1 GAL DES TU2 1 GAL MAH RE2 5 GAL SPI DO2 5 GAL JUN PA2 1 GAL CAR OB2 1 GAL MAH RE2 5 GAL SPI DO2 5 GAL ABI GRA 1 PT 13 MAH RE2 5 GAL EXTENTS OF VEGETATED CORRIDOR (GOOD CONDITION) WETLAND BOUNDARY VEGETATED CORRIDOR CREATION AREA VEGETATED CORRIDOR CREATION AREA SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY CAR OB2 CAREX OBNUPTA SLOUGH SEDGE 1 GAL 896 DES TU2 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 228 IRI IR2 IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL 4 IRI SI2 IRIS SIBIRICA SIBERIAN IRIS 1 GAL 2 JUN PA2 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 1,266 MAH RE2 MAHONIA REPENS CREEPING MAHONIA 5 GAL 820 SPI DO2 SPIRAEA DOUGLASII WESTERN SPIREA 5 GAL 72 PLANT SCHEDULE PLANTING PLAN 23 May 2022 1" = 10' L7.10 1"=10' 0 30'20'10' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 TREES CODE BOTANICAL NAME COMMON NAME SIZE ABI CON ABIES CONCOLOR WHITE FIR 3" CAL. ABI GRA ABIES GRANDIS GRAND FIR 3" CAL. ALN RUB ALNUS RUBRA RED ALDER 15 GAL ALN RU2 ALNUS RUBRA RED ALDER 3" CAL. GLE TRI GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER`SHADEMASTER HONEY LOCUST 3" CAL. MAG GAL MAGNOLIA X `GALAXY`GALAXY MAGNOLIA 3" CAL. TREE SCHEDULE PIN CON PINUS CONTORTA SHORE PINE 3" CAL. POP BAL POPULUS BALSAMIFERA BALSAM POPLAR 3" CAL. PT POPULUS TREMULOIDES QUAKING ASPEN 15 GAL PT2 POPULUS TREMULOIDES QUAKING ASPEN 3" CAL. STE PSE STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 3" CAL. RFI 11 RFI 92 RFI 11 INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES GROUNDCOVER PLANT OR SHRUB SYMBOL SEE PLANT LIST FOR SPACING EQUAL EQ U A L E Q U A L 2 x ROOTBALL WIDTH 3"2" AMENDED BACKFILL 3" MIN. MULCH FINISH GRADE SET TOP OF ROOTBALL 2" ABOVE FINISH GRADE SHRUB ROOTBALL 2 x ROOTBALL WIDTH 7' - 0 " 1' - 6 " 6" 6" 2" TREE TRUNK 2" X 10' LODGEPOLE PINE STAKE TOP OF POLE REMAIN 6" BELOW LOWEST BRANCH FLEXIBLE VINYL TREE TIE. 4 PER TREE USE TRUNK PROTECTOR WHEN TREE IS LOCATED IN TURF 3" MIN. MULCH LAYER TRUE ROOTBALL ROOT BARRIER WHEN NECESSARY AMENDED BACKFILL FINISH GRADE DRAINAGE SUMP 4 L7.50 1' - 0 " 1' - 0 " 1' - 0 " SOLID PVC PIPE W/ THREADED CAP FOR INSPECTION TO MONITOR IRRIGATION PERF. PVC PIPE TO CATCH EXCESSIVE WATER AROUND ROOTBALL SOLID PVC PIPE W/ END CAP 3" MIN. MULCH PLANTING DETAILS 23 May 2022 AS NOTED L7.50 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 3" = 1'-0" STEEL EDGING @ LAWN AND MULCH LAWN PERMALOC CLEANLINE 6063 ALUMINUM ALLOY 3/16" x 4" x 16'; BLACK ANODIZED FINISH; SLR ADAPTOR TO MATCH HEAVY DUTY 18" INTERLOCKING ALUMINUM STAKES TO MATCH COMPACTED SUBBASE 3" TYPICAL PLANTING LAYOUT 1NTS SHRUB PLANTING ON GRADE 2NTS TREE PLANTING ON GRADE 3NTS DRAINAGE SUMP 4NTS 4 3 2 15678 A C B D E F SINKS 100 RESTROOM 101 RESTROOM 102 RESTROOM 103 RESTROOM 104 PLUMBING CHASE 105 CITY STORAGE 106 CONCESSIONS 107 ELECTRICAL ROOM 108 105.1 101.1 102.1 103.1 104.1 106.1 107.2 108.1 6' - 0 " 4' - 0 " 4' - 8 " 4' - 0 " 4' - 0 " 9'-4"4'-8"4'-8"4'-8"7'-4"10'-0"8'-8" 1 A4 . 1 0 2 A3.10 1 A3.11 2 A3.11 A4.10 2 A4.11 1 1 1 1 1 1 2 2 4 4 4 4 4 4 4 4 5 6 7 7 7 7 7 7 7 7777 8 9 1010 A9.00 1 11 GB1 MS-1 WC-2 CS-1 HD1 L-1 WH-1 Ã˜ 5 ' - 0 " Ã˜ 5 ' - 0 " Ã˜ 5 ' - 0 " Ã˜ 5 ' - 0 " WC-1 WC-1 WC-1 107.1 6 15 DET-1 16 A B C D 1 A7.01 A B C D 1 A7.02 A B C D 4 A7.01 A B C D 2 A7.02 A B C D 3 A7.02 A B C D 2 A7.01 A B C D 3 A7.01 A B C D 3 A7.01 A B C D 3 A7.011 1 1 1 14 17 FLOOR PLAN 23 May 2022 1/2" = 1'-0" A2.01 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 INTERIOR FINISH SURFACE - GROUND & SEALED CONC., SLOPE TO DRAIN SMOOTH FRP WALL PANELS NOT USED HOLLOW MTL. DOOR, PTD. PER DOOR SCHED. MTL.ROLL-UP DOOR, PER DOOR SCHED. DOWNSPOUT, SEE PLUMBING DRAWINGS FLOOR DRAIN. REF. TO PLUMBING SCHED.. CONCESSION COUNTER 'MOST DEPENDABLE' DRINKING FOUNTAIN, BOTTLE FILLER, AND PET FOUNTAIN, PER PLUMBING SCHED. REINFORCED CMU LINTEL ABOVE, PER STRCT. HOSE BIBB PER PLUMBING. REF. TO EXT. ELEV. FOR MOUNTING HEIGHT NOT USED NOT USED MOP SINK, REF. TO PLUMBING SCHED. 3 COMPARTMENT SINK CONNECTED TO GREASE INTERCEPTOR BELOW FLOOR SINK, REF. TO PLUMBING SCHED. FIRE EXTINGUISHER 2 3 4 6 9 KEYNOTES 10 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES 2.PROVIDE RESTROOM SIGNAGE - REF TO GRAPHICS/SIGNAGE SET, TYP. GENERAL NOTES 7 8 11 CMU LEGEND 8X8X16 CMU BLOCK WALL, PRECISION FACE, PTD. TYP. 5 FLOOR PLAN 1Scale: 1/2" = 1'-0" 12 13 14 15 16 17 3 3 3 RFI 50 RFI 39 RFI 39 RFI 39 RFI 39 RFI 9 4 3 2 15678 A C B D E F 6' - 0 " 4' - 0 " 4' - 8 " 4' - 0 " 4' - 0 " 9'-6"4'-8"4'-8"4'-8"7'-6"10'-0"8'-8" 1 A4 . 1 0 1 A3.10 2 A3.10 1 A3.11 A4.10 2 A4.11 1 SL O P E 1 1 2 3 4 3455 ROOF PLAN 23 May 2022 1/2" = 1'-0" A2.02 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 MTL. PARAPET CAP, PTD. W/ ZINC RICH HIGH PERFORMANCE FINISH, TYP MTL. CORRUGATED ROOF W/ DENSGLASS BOARD & SINGLE PLY TPO. MEMBRANE PVC COATED BREAK MTL. SCUPPER, PTD TO MATCH BLDG PVC COATED BREAK MTL. OVERFLOW SCUPPER, PTD. TO MATCH BLDG. DOWNSPOUT, PTD TO MATCH BLDG. 2 3 4 KEYNOTES ROOF PLAN 1Scale: 1/2" = 1'-0" 5 RFI 72 4 3 2 15678 (2) EQ EQEQ 1' - 6 " (2) EQ EQEQ EQEQ 1' - 6 " EQ EQ EQ EQ EQ EQ EQ EQ EQ (2 ) E Q EQ EQ EQ EQ (2) EQ EQ EQ EQ A C B D E F 1 A4 . 1 0 1 A3.10 2 A3.10 2 A3.11 A4.10 2 A4.11 1 EQ (2 ) E Q EQ EQ (2) EQ EQ SINKS 100 RESTROOM 101 RESTROOM 102 RESTROOM 103 RESTROOM 104 PLUMBING CHASE 105 STORAGE 106 CONCESSIONS 107 ELECTRICAL ROOM 108 2' - 0 " 2' - 0 " 2' - 0 " 2'-0"2'-0" EQ EQ EQ EQ 1TYP. 1TYP. 1TYP. RCP 23 May 2022 1/2" = 1'-0" A2.03 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 LIGHT FIXTURE PER ELECTRICAL, SEE SHEETS E3.01, E6.01 KEYNOTES 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES GENERAL NOTES RCP 1Scale: 1/2" = 1'-0" CMU LEGEND 8X8X16 CMU BLOCK WALL, PRECISION FACE, PTD. TYP. CM-1 CM-1 PC-1 107.1 +0'-0" AVE. FIN. GRADE +10'-8" T.O. ROOF BYD. 2 5 8 CM-3 +8'-0" B.O. LINTEL PT-2 PT-3 6TYP. PT-3 PT-3 OPENOPEN 2' - 1 0 " 2' - 1 0 " 101.1 4 TYP. OF 4 CM-1 PT-1 102.1103.1104.1 4 PT-3 106.1 10 11 9 4321 5 6 7 8 9'-4"4'-8"4'-8"4'-8"7'-4"10'-0"8'-8" PT-2PT-2 2' - 0 " TYP. 2 A9.10 TYP. 1 A9.10 4 A9.10 TYP. 2 A9.01 TYP. 5 A9.01 3 A9.10 TYP. 7' - 8 " TY P . +0'-0" AVE. FIN. GRADE +10'-8" T.O. ROOF +8'-0" T.O. DOOR HEADER 2 PT-3 4 PT-3 105.1 10 ACBDEF 6'-0"4'-0"4'-8"4'-0"4'-0" 2 A9.10 1 A9.10 4 A9.10 3 A9.01 7' - 8 " TY P . EXTERIOR ELEVATIONS 23 May 2022 1/2" = 1'-0" A3.01 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 EXTERIOR ELEVATION 1Scale: 1/2" = 1'-0" EXTERIOR ELEVATION 2Scale: 1/2" = 1'-0" KEYNOTES 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES. GENERAL NOTES 1 NOT USED MTL. PARAPET CAP FLASHING, PTD. NOT USED HOLLOW MTL. DOOR, PTD., PER SCHED. MTL. ROLL-UP DOOR, SHOWN IN OPEN POSITION ROLL-UP DOOR TRACK, PTD. THROUGH-WALL OVERFLOW SCUPPER PRECAST CONC. CONCESSIONS COUNTERTOP TO MATCH SONOMASTONE SINKS SONOMA STONE CAST CONC. SINK & FIXTURES, PER SCHED. WALL-MTD. LIGHT FIXTURE PER ELEC. HOSE BIBB PER PLUMBING NOT USED 2 3 4 6 8 9 10 11 5 7 12 3 3 +0'-0" AVE. FIN. GRADE +10'-8" T.O. ROOF 2 PT-3 4 3 2 15678 9'-4"4'-8"4'-8"4'-8"7'-4"10'-0"8'-8" 10157TYP.TYP. 1 A9.01 TYP. 13TYP. 14TYP. 7' - 8 " TY P . 7' - 4 " TY P . CM-1 PT-2 +0'-0" AVE. FIN. GRADE +10'-8" T.O. ROOF +8'-0" T.O. DOOR HEADER 2 PT-5 GN1 107.2 10 4 PT-3 108.1 A CB D E F 6'-0"4'-0"4'-8"4'-0"4'-0" TYP. TYP. 2 A9.10 TYP. 1 A9.10 TYP. 4 A9.10 TYP. 2 A9.01 7' - 8 " CM-1 PT-2 EXTERIOR ELEVATIONS 23 May 2022 ############ A3.02 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 EXTERIOR ELEVATION 1Scale: 1/2" = 1'-0" EXTERIOR ELEVATION 2Scale: 1/2" = 1'-0" KEYNOTES 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES. GENERAL NOTES 1 2 3 4 6 8 9 10 11 5 7 12 NOT USED MTL. PARAPET CAP FLASHING, PTD. NOT USED HOLLOW MTL. DOOR, PTD., PER SCHED. MTL. ROLL-UP DOOR, SHOWN IN OPEN POSITION ROLL-UP DOOR TRACK, PTD. THROUGH-WALL OVERFLOW SCUPPER PRECAST CONC. CONCESSIONS COUNTERTOP TO MATCH SONOMASTONE SINKS SONOMA STONE CAST CONC. SINK & FIXTURES, PER SCHED. WALL-MTD. LIGHT FIXTURE PER ELEC. HOSE BIBB PER PLUMBING NOT USED PVC COATED BREAK MTL. SCUPPER, PTD TO MATCH BLDG DOWNSPOUT, PTD TO MATCH BLDG. LOUVER PER MECH. 13 14 15 3 RFI 18 +0'-0" AV. FIN. GRADE +10'-8" T.O. PARAPET 1 2 4 5 RESTROOM 1 101 RESTROOM 2 102 RESTROOM 3 103 RESTROOM 4 104 CITY STORAGE 106 CONCESSIONS 107 3 A9.01 TYP. 4 A9.01 TYP. A4.10 2 A4.10 3 7 887 +0'-0" AV. FIN. GRADE +10'-8" T.O. PARAPET 1 3 4 CONCESSIONS 107 ELECTRICAL ROOM 108 2 A9.01 4 A9.01 5 A9.01 1 A9.01 A4.10 1 +0'-0" AV. FIN. GRADE +10'-8" T.O. PARAPET 11 A9.40 2 4 SINKS 100 RESTROOM 1 101 PLUMBING CHASE 105 2 A9.01 4 A9.01 TYP. 1 A9.01 A4.10 1 BUILDING SECTIONS 23 May 2022 1/2" = 1'-0" A4.01 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 BUILDING SECTION 1Scale: 1/2" = 1'-0" BUILDING SECTION 2Scale: 1/2" = 1'-0" BUILDING SECTION 3Scale: 1/2" = 1'-0" 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES GENERAL NOTES 1 EXTERIOR SURFACE PER LANDSCAPE CMU WALL, PTD. TYP. MTL. ROLL-UP DOOR PER SCHED., PTD. MTL. DECKING PER STRUCT. W/ DENSGLASS BOARD & SINGLE-PLY TPO MEMBRANE MTL. PARAPET CAP FLASHING, PTD. NOT USED PVC COATED BREAK MTL. OVERFLOW SCUPPER, PTD. TO MATCH BLDG. PVC COATED BREAK MTL. SCUPPER, PTD TO MATCH BLDG 2 3 4 5 KEYNOTES 6 7 8 3 3 3 DOOR SCHEDULE 23 May 2022 AS NOTED A6.01 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 DOOR LOCATION NOMINAL SIZE DOOR FRAME DETAILS No.Rm. #Room Name EXT INT Width x Ht. x Thk.Operation Const. Finish Const.Finish Head Jamb Thresh MANUFACTURER Type 107.1 107 CONCESSIONS â€¢3 HARDWARE - DOOR TYPES (NOTE: ALL DOORS SHOWN FROM EXTERIOR SIDE) 108.1 108 ELECTRICAL ROOM STORAGE106.1 106 104.1 104 â€¢ â€¢ â€¢ â€¢ â€¢ â€¢ 101 RESTROOM 1 102.1 102 RESTROOM 2 103.1 103 RESTROOM 3 SWING SWING SWING DOOR SCHEDULE 101.1 OVERHEAD DOOR SWING SWING ROLL UP7'-3 1/2" x 8'-0" TBD 1TBD 2TBD 2 2 TYPE 1 EXTERIOR SWING DOOR PE R S C H E D . PER SCHED. TYPE 3 EXTERIOR OVERHEAD COILING DOOR (CONCESSIONS) PE R S C H E D . PER SCHED. TYPE 2 EXTERIOR SWING DOOR (RESTROOMS) PE R S C H E D . PER SCHED. REMARKS 107.2 107 â€¢ 1 GROUP ITEM QTY.MANUFACTURER DOOR HARDWARE SCHEDULE A A A â€¢ 3'-0" x 7'-10" 3'-8" x 7'-10" 3'-0" x 7'-10" 3'-0" x 7'-10" 3'-0" x 7'-10" 3'-0" x 7'-10" HM HM PTD. PTD. STL.PTD.MTL.PTD. PTD. PTD. HM HM HM A CLOSER MODEL REMARKS 1 STANLEY QDC114 689 -- HINGE 1 STANLEY 661 HD -- LOCKSET 1 SCHLAGE B6606D 626 PROVIDE OCCUPIED INDICATOR, DEADBOLT RDI 689, MAG LOCK-EMLOCK 1571V THUMBTURN 1 SCHLAGE 09-506 027 L583-363 PROVIDE ADA-COMPLIANT OPTION CYLINDER 1 SCHLAGE 20-757 C 626 -- B PE R S C H E D . PROVIDE 8" UNDER-CUT. PAINT COLORS ON INT. AND EXT. FACE DIFFER - REF. TO INT. ELEVS. PROVIDE 8" UNDER-CUT. PAINT COLORS ON INT. AND EXT. FACE DIFFER - REF. TO INT. ELEVS. PROVIDE 8" UNDER-CUT. PAINT COLORS ON INT. AND EXT. FACE DIFFER - REF. TO INT. ELEVS. MODEL = "ALLURA SHADE". POWDER COAT COLOR TO MATCH COLOR IDENTIFIED ON ELEVATION 105.1 105 PLUMBING CHASE â€¢SWING1TBD3'-0" x 7'-10"HM PTD. RESTROOM 4 SWING2 AHM PROVIDE 8" UNDER-CUT. PAINT COLORS ON INT. AND EXT. FACE DIFFER - REF. TO INT. ELEVS. CONCESSIONS SWING1TBD3'-0" x 7'-10"HM PTD. PTD. PTD. 2/A9.10 2/A9.10 2/A9.10 2/A9.10 2/A9.10 2/A9.10 2/A9.10 2/A9.10 4/A9.10 4/A9.10 4/A9.10 4/A9.10 4/A9.10 4/A9.10 4/A9.10 4/A9.10 3/A9.10 3/A9.10 3/A9.10 3/A9.10 1/A9.10 1/A9.10 1/A9.10 1/A9.10 5/A9.01â€”â€” PTD. PTD. PTD. PTD. TBD TBD TBD 3 3 RFI 81 RFI 100 RFI 26 SCHEDULES 23 May 2022 AS NOTED A6.02 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 TYPE STYLE / CATALOG NUMBER REMARKSMANUFACTURERCOLOR / FINISH FINISH SCHEDULE DESCRIPTION ID ITEM FINISHMODEL ACCESSORY SCHEDULE MANUFACTURER GB1 HORIZONTAL GRAB BARS B-5806 SATINBOBRICK PROVIDE 36" & 42" LENGTH GRAB BARS. REF. TO PLAN & ADA REQ'S FOR MOUNTING. FLOOR CO-1 FINISHED CONCRETE FLOOR CM-1 CONCRETE MASONRY UNIT WALL N/A- OTHER GROUND & SEALED -FLAT FACE - BOBRICK B-750 ENAMEL SEMI-RECESSED BOBRICKTOILET PAPER DISPENSER WALL-MTD. HAND DRYER B-2888 STAINLESS STEEL --TP1 HD1 KOALA KARE KB110-SSWM STAINLESS STEEL --BABY CHANGING STATIONCS1 PL-1 PLASTIC LAMINATE COUNTERTOP --SLATE GRAY D91 REMARKS PT-3 METAL COATING FOR DOORS (HOLLOW METAL, ROLL-UP, ETC.)TBD TBD---- PT-2 EXTERIOR PAINT SYSTEM FOR CONCRETE MASONRY TBD TBD--EXTERIOR TOPCOAT OVER BLOCK FILL PRIMER PC-1 PRECAST CONCRETE CLASSIC FINISH TBDSONOMASTONE CUSTOM COUNTERS BY SONOMA CAST STONE TO MATCH PRECAST CONCRETE SINK LS-1 - REF. TO PLUMBING SCHEDULE WILSONART SLOPE TO DRAIN PL-2 SMOOTH FRP WALL PANEL ---0.090" THICK TL-1 COVED QUARRY TILE WALL BASE --- PT-5 INTERIOR PAINT SYSTEM FOR CONCRETE MASONRY PT-4 INTERIOR PAINT OVER FRP TBD TBD--- TBD TBD--INTERIOR TOPCOAT OVER BLOCK FILL PRIMER PT-6 EPOXY PAINT SYSTEM FOR CONCRETE MASONRY TBD TBD--INTERIOR TOPCOAT OVER BLOCK FILL PRIMER MIN. 3 8" RADIUS EP-1 EPOXY WALL BASE TROWELED MIN. 3 8" RADIUSTBD--TBD RFI 12 A B C D CM-1 PT-6 CM-1 PT-6 CM-1 PT-6 CM-1 PT-6 PT-3 CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 4" EP-1 4" EP-1 4" EP-1 4" EP-1 A B C D CM-1 PT-6 CM-1 PT-6 CM-1 PT-6 CM-1 PT-6 PT-3 CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 4" EP-1 4" EP-1 4" EP-1 4" EP-1 A B C D CM-1CM-1CM-1 PT-3 4" EP-1 4" EP-1 4" EP-1 4" EP-1 A B C D PT-3PT-3PT-3PT-3 2' - 1 0 " CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 INTERIOR ELEVATIONS 23 May 2022 AS NOTED A7.01 1/2" = 1'-0" 0 6'4'2' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 RESTROOM 102, 103, 104 INTERIOR ELEVATIONS 3Scale: 1/2" = 1'-0" RESTROOM 101 INTERIOR ELEVATIONS 2Scale: 1/2" = 1'-0" PLLUMBING CHASE 105 INTERIOR ELEVATIONS 1Scale: 1/2" = 1'-0" SINKS 100 INTERIOR ELEVATIONS 4Scale: 1/2" = 1'-0" 3 3 3RFI 35 A B C D CM-1 PT-5 CM-1 PT-5 CM-1 PT-5 PT-3 CM-1 PT-5 A B DC 4" CM-1 PT-5 4"4"4" TL-1TL-1 TL-1 TL-1 4' - 0 " CM-1 PT-5PL-4 CM-1 PT-5 CM-1 PT-5 2' - 6 " 2' - 6 " 2' - 1 0 " PT-3 CM-1 PT-5 CM-1 PT-5 4' - 0 " FIRE EXTINGUISER C DAB CM-1CM-1CM-1CM-1PT-3 INTERIOR ELEVATIONS 23 May 2022 AS NOTED A7.02 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 ELECTRICAL ROOM 106 INTERIOR ELEVATIONS 3Scale: 1/2" = 1'-0" CONCESSIONS 107 INTERIOR ELEVATIONS 2Scale: 1/2" = 1'-0" STORAGE 106 INTERIOR ELEVATIONS 1Scale: 1/2" = 1'-0" 1/2" = 1'-0" 0 6'4'2' 3 3 DETAILS 23 May 2022 AS NOTED A9.01 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 COPING ANCHOR CLIPS PARAPET FLASHING, PTD., REF. TO ELEV. FOR FINISH COUNTER FLASHING ALIGN CANT STRIP FASTENER & SEAM PLATE, PER MFR. INSTRUCTIONS 5/8" DENSGLASS ROOF BOARD MTL. ROOF DECK PER STRUCT. STL. ANGLE PER STRUCT., PTD., REF. TO INT. ELEVS. FOR COLOR TPO MEMBRANE O/ TPO BONDING ADHESIVE CMU WALL PER PLAN. REINF. PER STRUCT. HOT-AIR WELD SPLICE TPO ROOF MEMBRANE ROOF HIGHPOINT VA R I E S 4" M I N . COPING ANCHOR CLIPS PARAPET FLASHING, PTD., REF. TO ELEV. FOR FINISH COUNTER FLASHING ALIGNCANT STRIP FASTENER & SEAM PLATE, PER MFR. INSTRUCTIONS 5/8" DENSGLASS ROOF BOARD MTL. ROOF DECK PER STRUCT. STL. ANGLE PER STRUCT., PTD., REF. TO INT. ELEVS. FOR COLOR TPO MEMBRANE O/ TPO BONDING ADHESIVE CMU WALL PER PLAN. REINF. PER STRUCT. HOT-AIR WELD SPLICE TPO ROOF MEMBRANE ROOF LOWPOINT VA R I E S 4" M I N . TYP. PARAPET @ ROOF LOWPOINT 1Scale: 3" = 1'-0" TYP. PARAPET @ ROOF HIGHPOINT 2Scale: 3" = 1'-0" COPING ANCHOR CLIPS PARAPET FLASHING, PTD., REF. TO ELEV. FOR FINISH COUNTER FLASHING ALIGN CANT STRIP FASTENER & SEAM PLATE, PER MFR. INSTRUCTIONS 5/8" DENSGLASS ROOF BOARD MTL. ROOF DECK PER STRUCT. STL. ANGLE PER STRUCT., PTD., COLOR PER INT. ELEVS. TPO MEMBRANE PER SPEC. TPO BONDING ADHESIVE CMU WALL PER PLAN. REINF. PER STRUCT. WELD SPLICE TPO ROOF MEMBRANE PER SPEC. TYP. PARAPET 3Scale: 3" = 1'-0" TPO ROOF MEMBRANE 5/8" DENSGLASS ROOF BOARD FOAM CLOSURE STRIP CMU WALL PER PLAN CONNECTION PER STRUCT. ROOF @ INTERMEDIATE WALL 4Scale: 3" = 1'-0" ROLLING SHUTTER @ LINTEL 5Scale: 3" = 1'-0" JAMB-MTD. TRACK PER ROLLING SHUTTER MFR. SHUTTER HOOD, REF. STRUCTURAL FOR MOUNTING ANCHORAGE ALIGN ROOF ASSEMBLY DETAILS 23 May 2022 AS NOTED A9.10 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 H. M. DOOR THRESHOLD 1Scale: 3" = 1'-0" DOOR PER SCHED. INTERIOREXTERIOR EXTENT OF EXT. PAINT COLOR - REF. TO ELEVS. EXTENT OF INT. PAINT COLOR - REF. TO ELEVS. SLOPE SLOPE THREHSOLD PER SPEC. TYP. DOOR HEAD 2Scale: 3" = 1'-0" CMU WALL PER PLAN. LINTEL REINF. PER STRUCT. GROUTED BUTT-STYLE STEEL DOOR FRAME PER SPEC., INSTALLED PER MFR. REC. DOOR PER SCHED., PTD. REF TO INT. ELEVS FOR COLOR INTERIOREXTERIOR EXT E N T O F E X T . PAI N T C O L O R - REF. T O I N T . E L E V S . EXT E N T O F I N T . PAI N T C O L O R - REF . T O E L E V S . RESTROOM DOOR THRESHOLD 3Scale: 3" = 1'-0" INTERIOREXTERIOR DOOR PER SCHED. PE R SC H E D . EXTENT OF EXT. PAINT COLOR - REF. TO ELEVS. EXTENT OF INT. PAINT COLOR - REF. TO ELEVS. SLOPE SLOPE TYP. DOOR JAMB 4Scale: 3" = 1'-0" CMU WALL PER PLAN. JAMB REINF. PER STRUCT. HINGE PER SCHED. GROUTED BUTT-STYLE STEEL DOOR FRAME PER SPEC., INSTALLED PER MFR. REC., PTD. TO MATCH DOOR INTERIOREXTERIOR EXT E N T O F E X T . PAI N T C O L O R - REF. T O I N T . E L E V S . EXT E N T O F I N T . PAI N T C O L O R - REF . T O E L E V S . DOOR PER SCHED., PTD. REF TO INT. ELEVS FOR COLOR 2' - 1 0 " 5 3 6 2' - 5 " 2' - 3 " 1'-5" 11" 4 7 8 2"9" 3/4" 2' - 1 0 " 1 233 5 8 8 7 5 1 2 1'-4"1'-4" 2' - 1 0 " 6'-0" 2' - 8 " 30" X 48" CLR. TYP. 2'-1"1'-10"2'-1" 1 56 TYP.TYP. 3'-4" DETAILS 23 May 2022 AS NOTED A9.40 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 SINK ENLARGED PLAN 1SCALE: 1" = 1'-0" 1 SONOMA STONE SINK, PER SCHED. 8X8X16 CMU BLOCK SUPPORTS, PTD. SUPPLY LINE, PER PLUMBING DRAIN & VENT LINES, PER PLUMBING FIXT. PER SCHED., SEE P0.02 DRAIN, PER SCHED., SEE P0.02 EXPANDED MTL. MESH W/ U-EDGING 1-1/2"X1-1/2" STL ANGLE., PTD. TO MATCH ADJ. EXPANDED MTL. MESH 2 3 4 5 6 KEYNOTES 1.PROVIDE ANTI-GRAFFITI COATINGS TO ALL EXPOSED SURFACES GENERAL NOTES SINK SECTION 2SCALE: 1" = 1'-0" SINK FRONT ELEVATION 3SCALE: 1" = 1'-0" SINK SIDE ELEVATION 4SCALE: 1" = 1'-0" 7 8 RFI 65 RFI 95 ABBREVIATIONS A.B.ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADD'L. ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT.ALTERNATE ARCH. ARCHITECT / ARCHITECTURAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASD ALLOWABLE STRENGTH DESIGN LOAD LEVEL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BLDG. BUILDING BOT. BOTTOM C.G.CENTER OF GRAVITY C.I.P. CAST IN PLACE C.J.CONTROL JOINT C.J.P. COMPLETE JOINT PENETRATION CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS db BAR DIAMETER DBA DEFORMED BAR ANCHOR DET. DETAIL DIA., Ã˜ DIAMETER DIAG. DIAGONAL D.L.DEAD LOAD DWG. DRAWING ELEC. ELECTRICAL EL.ELEVATION EQ.EQUAL EXIST., (E) EXISTING EXP. EXPANSION EXT.EXTERIOR FDN. FOUNDATION FIN.FINISH FLR.FLOOR FRT FIRE RETARDANT TREATED FT.FOOT FTG. FOOTING GA.GAUGE GALV. GALVANIZED HORIZ. HORIZONTAL HSS HOLLOW STRUCTURAL STEEL IBC INTERNATIONAL BUILDING CODE I.D.INSIDE DIAMETER IN.INCHES INT.INTERIOR K KIPS KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LBS.POUNDS L.L.LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC. LOCATION LONG. LONGITUDINAL LVF LOW VELOCITY FASTENER MAX. MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH. MECHANICAL MEPF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SAFETY MFR. MANUFACTURER MIN.MINIMUM MISC. MISCELLANEOUS MPH MILES PER HOUR MT MAGNETIC PARTICLE TESTING (N)NEW N.I.C. NOT IN CONTRACT NOM. NOMINAL NO.NUMBER N.T.S. NOT TO SCALE o.c.ON CENTER O.D.OUTSIDE DIAMETER OPP. OPPOSITE PAF POWDER ACTUATED FASTENER PART. PARTITION P/C PRECAST PCF POUNDS PER CUBIC FOOT PERIM. PERIMETER PL PLATE PP PARTIAL PENETRATION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/T POST-TENSIONED P.T.PRESSURE TREATED PVC POLYVINYL CHLORIDE R, RAD. RADIUS RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS REF. REFERENCE RET. RETURN REINF. REINFORCING REQ'D. REQUIRED REQ'MTS. REQUIREMENTS SCHED. SCHEDULE S.C.SLIP CRITICAL SIM.SIMILAR SLFS SEISMIC FORCE RESISTING SYSTEM S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ.SQUARE SS STAINLESS STEEL SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD. STANDARD STRUCT. STRUCTURAL SYM. SYMMETRICAL THRU THROUGH TRANS. TRANSVERSE TYP.TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.T.ULTRASONIC TESTING ULT. ULTIMATE STRENGTH DESIGN LOAD LEVEL VERT. VERTICAL V.I.F. VERIFY IN FIELD w/WITH WF WIDE FLANGE w/o WITHOUT W.P.WORK POINT WPS WELDING PROCEDURE SPECIFICATION Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50%19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90%5 March 2021 DD 100%19 March 2021 CD 50%29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100%20 May 2022 1 : 1 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 6 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S001 STRUCTURAL INDEX AND ABBREVIATIONS STRUCTURAL INDEX ISSUE LOG 50 % DD S001 STRUCTURAL INDEX AND ABBREVIATIONS X X X X X X S002 GENERAL STRUCTURAL NOTES X X X X X X S003 GENERAL STRUCTURAL NOTES X X X X X X S004 SPECIAL INSPECTIONS AND TESTING - - - - X X S005 SPECIAL INSPECTIONS AND TESTING - - - - X X S006 SPECIAL INSPECTIONS - - - - X X S201 FOUNDATION AND ROOF FRAMING PLANS X X X X X X S501 TYPICAL CONCRETE DETAILS X X X X X X S502 TYPICAL STRUCTURAL MASONRY X X X X X X S503 CONCRETE DETAILS - - - X X X S601 WOOD/STEEL DETAILS - - - X X X DA T E ISSUE LOG KEY: ' X 'ISSUED AS PART OF A SET ' - ' NOT A PART OF ISSUED SET ' * ' FOR INFORMATION ONLY 02 / 1 9 / 2 0 2 1 90 % DD 03 / 0 5 / 2 0 2 1 100% D D 03 / 1 9 / 2 0 2 1 50 % CD 10 / 2 9 / 2 0 2 1 01 / 2 8 / 2 0 2 2 90 % CD 100% C D 05 / 2 0 / 2 0 2 2 GENERAL STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS, THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR. THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR RESTRICTIVE REQUIREMENT SHALL GOVERN UNTIL CLARIFICATION IS REQUESTED. CODE REQUIREMENTS: CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2018 INTERNATIONAL BUILDING CODE (IBC). TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES UNTIL COMPLETION. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL. EXCAVATIONS SHALL NOT REDUCE THE VERTICAL OR LATERAL SUPPORT FOR ANY FOUNDATION OF THIS PROJECT OR ANY ADJACENT STRUCTURE WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST DETRIMENTAL LATERAL AND/OR VERTICAL MOVEMENT. REF. SUBMITTALS SECTION FOR CONTRACTOR'S DELEGATED DESIGN RESPONSIBILITY WHERE SUCH SUPPORT IS REQUIRED. ASSUMED FUTURE CONSTRUCTION: VERTICAL: NONE HORIZONTAL: NONE DESIGN CRITERIA DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER OSSC: GRAVITY SYSTEM CRITERIA OCCUPANCY OR USE UNIFORM LOAD CONCENTRATED LOAD RESTROOM / RETAIL 100 PSF L.L.2,000 LBS. STORAGE (LIGHT)125 PSF L.L.2,000 LBS. SIDEWALKS AND DRIVEWAYS 250 PSF L.L.8,000 LBS. ROOF LIVE/SNOW LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) GRAVITY LOADING NOTES: 1. LIVE LOADS REDUCED PER OSSC. 2. MEMBERS DESIGNED FOR MORE CRITICAL OF UNIFORM OR CONCENTRATED LOAD. SNOW CRITERIA DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC SNOW DRIFT PER OSSC AS SHOWN ON PLANS GROUND SNOW LOAD Pg= 10 PSF IN ACCORDANCE WITH: snowload.seao.org FLAT ROOF SNOW LOAD Pf = 7 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.0 THERMAL FACTOR Ct = 1.0 GEOTECHNICAL CRITERIA DESIGN BASED ON REPORT BY:GEODESIGN, INC. DATED AUGUST 17, 2020 ALLOWABLE SOIL PRESSURE:2,500 PSF SHORT TERM LOADING 1/3 INCREASE WIND CRITERIA RISK CATEGORY II MAIN WIND FORCE RESISTING SYSTEM V = 97 MPH BASIC DESIGN WIND SPEED (3-SECOND GUST) COMPONENTS AND CLADDING V = 97 MPH BASIC DESIGN WIND SPEED (3-SECOND GUST) EXPOSURE CATEGORY B GUST / INTERNAL PRESSURE GCpi = +/- 0.18 SEISMIC CRITERIA RISK CATEGORY II SEISMIC DESIGN CATEGORY D SITE CLASS D IMPORTANCE FACTOR IE = 1.0 MCE SPECTRAL ACCELERATION Ss = 0.859 S1 = 0.394 SITE COEFFICIENT Fa = 1.156 Fv = 1.906 DESIGN SPECTRAL ACCELERATION SDS = 0.662 SD1 = 0.50 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-16, SECTION 12.8 X DIRECTION (EAST / WEST)Y DIRECTION (NORTH / SOUTH) SEISMIC FORCE RESISTING SYSTEM (SFRS) SPECIAL REINFORCED MASONRY SHEAR WALLS SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR R = 5 R = 5 SEISMIC RESPONSE COEFFICIENT DESIGN BASE SHEAR REDUNDANCY FACTOR DESIGN INELASTIC STORY DRIFT Î” = 0.1" 0.13 8.8K 1.3 Î” = 0.1" 0.13 8.6K 1.3 STRUCTURAL OBSERVATIONS THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO PERFORM THESE OBSERVATIONS. ITEM COMMENTS PRIOR TO FIRST CONCRETE POUR AFTER REBAR PLACEMENT DURING MASONRY WALL CONSTRUCTION AS REQUIRED TO ADDRESS STRUCTURAL ISSUES A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS AND DOES NOT ALLEVIATE ANY SPECIAL INSPECTION REQUIREMENTS. SPECIAL INSPECTIONS AND TESTING SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEETS S004-S006. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. SUBMITTALS SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE SEOR. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE SUBMITTAL AS WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES. DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON ON EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA". SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING: ITEM SUBMITTAL DELEGATED DESIGN SUBMITTAL COMMENTS CONCRETE MIX DESIGNS X CONCRETE REINFORCEMENT X MASONRY REINFORCEMENT X CONCRETE ANCHORAGES X EMBEDDED STEEL ITEMS X STRUCTURAL STEEL X STEEL WELDING PROCEDURES X STEEL DECKING X STEEL FASTENERS X CURTAIN WALL, WINDOW WALL AND OTHER CLADDING AND GLAZING SYSTEMS, AND SKYLIGHTS X CANOPIES AND AWNINGS X MEPF SYSTEMS ANCHORAGE AND BRACING X REF. TABLE NOTE 1 TABLE NOTES: 1.THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SAFETY EQUIPMENT AND ASSOCIATED DISTRIBUTION SYSTEMS WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE AND PROVISIONS FOR SEISMIC MOVEMENTS SHALL CONFORM TO ASCE 7-16 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR PRIOR TO FABRICATION. FOR RISK CATEGORY III AND IV BUILDINGS, THE SYSTEMS ENGINEER SHALL SPECIFY THE REQUIREMENTS FOR EQUIPMENT SEISMIC CERTIFICATION IN THE DEFERRED SUBMITTAL IN ACCORDANCE WITH OSSC SECTION 1705.12.6 AND ASCE 7-16 SECTION 13.2. 2.CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER TO PREPARE AN ASSESSMENT OF ANY EXCAVATIONS THAT MAY REDUCE THE VERTICAL OR LATERAL SUPPORT OF AN EXISTING FOUNDATION AS REQUIRED BY OSSC SECTION 1803.5.7. THE ASSESSMENT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL INCLUDE DETAILS AND SEQUENCING FOR CONSTRUCTION OF ANY UNDERPINNING OR BRACING THAT IS REQUIRED. 3.CONTRACTOR SHALL COORDINATE AND SHOW ALL REQUIRED PENETRATIONS, WITH DIMENSIONS FOR MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, TECHNOLOGY AND OTHER SERVICES ON A SINGLE DRAWING FOR REVIEW AT EACH SLAB/DECK, STRUCTURAL WALL AND/OR BEAM. CONCRETE MIX DESIGNS CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS PER ASTM C39. CONCRETE MIX TO BE DESIGNED AND PROPORTIONED BY THE CONTRACTOR IN ACCORDANCE WITH ACI 318-14 CHAPTER 26, ACI 301-16 CHAPTER 4 AND THE FOLLOWING INFORMATION: MIX ID USE f'c (PSI) TEST AGE (DAYS) MAX. W/CM RATIO (NOTE 1 & 2) MAX. AGG. SIZE EXPOSURE CLASS A ALL CONCRETE 4,000 28 0.55 3/4"F1 S0 W0 C0 TABLE NOTES: 1.VERIFY WATER-CEMENTITIOUS MATERIAL RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. 2. ESTABLISH WATER-CEMENTITIOUS MATERIAL RATIO PER ACI 301-16 CHAPTER 4. 3. REFERENCE SLABS EXPOSED TO VIEW GENERAL NOTES FOR ADDITIONAL MIX REQUIREMENTS. 5.REF. ACI 318-14 TABLE 19.3.2.1 FOR ADDITIONAL MIX REQUIREMENTS SPECIFIC TO EXPOSURE CLASS. 6.EXPOSURE CATEGORY "F" APPLIES TO LEVEL OF FREEZE THAW EXPOSURE. 7.EXPOSURE CATEGORY "S" APPLIES TO LEVEL OF SULFATE EXPOSURE. 8.EXPOSURE CATEGORY "W" APPLIES TO REQUIRED LEVEL OF PERMEABILITY. 9.EXPOSURE CATEGORY "C" APPLIES TO CORROSIVE LOCATIONS - INCLUDING SURROUNDING ENVIRONMENT (SUCH AS MARINE ENVIRONMENT) AND CORROSIVE SOILS. PORTLAND CEMENT CONTENT MAY BE REPLACED WITH FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, SLAG CEMENT CONFORMING TO ASTM C989, AND SILICA FUME CONFORMING TO ASTM C1240 PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. FOR MIX DESIGNS WITH f'c = 5,000 PSI OR LESS, SLAG CEMENT MAY BE SUBSTITUTED FOR FLY ASH AT A 1:1 RATIO WITHOUT TEST DATA. WHEN SLAG CEMENT IS SUBSTITUTED IN HIGHER STRENGTH MIXES OR AT A DIFFERENT RATIO, THE MIX STRENGTH MUST BE SUBSTANTIATED BY TEST DATA. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318-14 TABLE 19.3.3.1 AS INDICATED BELOW WITH A FIELD TOLERANCE OF Â± 1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. CONCRETE MIX AIR CONTENT MAX. AGGREGATE SIZE CONCRETE SUBJECT TO FREEZE/THAW (EXPOSURE CLASS F1) CONCRETE SUBJECT TO CONT. MOISTURE AND/OR DEICING CHEMICALS (EXPOSURE CLASS F2 AND F3) 3/4"5.0%6.0% A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE MIX DESIGNS. A HIGH-RANGE WATER- REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH ACI 301-16 AND ACI 318-14 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER AND SEOR IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. CONCRETE REINFORCING STEEL CONCRETE REINFORCEMENT SHALL BE ASTM A615 ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315, "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS, WALLS AND COLUMNS SHOWING BAR LOCATIONS. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE SEOR. PREHEATING METHODS SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR LARGER. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALL BE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK OR TAPER-LOCK COUPLERS (UES ER-319) OR APPROVED EQUAL WITH A CURRENT EVALUATION REPORT. TYP. WALL AND SLAB LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI BAR SIZE SLAB AND FOUNDATION BARS 4,000 PSI #3 16 #4 26 #5 32 #6 38 REINFORCING STEEL SHALL HAVE PROTECTION AND SPACING AS FOLLOWS: CONCRETE COVER USE CLEAR COVER MIN. CLEAR SPACING CONCRETE EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) 2" (#6 AND LARGER)2db OR 1" CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3"3db OR 1" CONCRETE REINFORCING DETAILS CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING WALLS. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 2'-0" PAST THE OPENING. PROVIDE ONE #5x4'-0" FOR SINGLE-LAYER REINFORCING AND ONE #5x4'-0" EACH FACE FOR DOUBLE-LAYER REINFORCING PLACED DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE (2) #4x4'-0" PLACED DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING, UNLESS NOTED OTHERWISE. SHOP DRAWINGS SHALL INCLUDE ALL SPECIAL REINFORCEMENT LISTED ABOVE. CONCRETE EMBEDMENTS HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR APPROVED ALTERNATE. DEFORMED BAR ANCHORS (DBA) UP TO #6 BAR SHALL BE NELSON D6L A706 STUD WELDABLE REBAR, OR APPROVED ALTERNATE. STUDS AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. REINFORCING STEEL SHALL BE WELDED TO STEEL PLATE OR SECTIONS WITH A CJP WELD OR ALL AROUND FILLET WELD AS INDICATED BELOW: CAST-IN-PLACE ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 GRADE 55, MEETING SUPPLEMENTAL REQUIREMENT S1 (WELDABLE) U.N.O. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR MINIMUM OF 7 DAYS AFTER CASTING. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. POST-INSTALLED CONCRETE ANCHORS POST-INSTALLED CONCRETE ANCHORS SHALL BE THE FOLLOWING PRODUCTS, U.N.O.: TYPE APPROVED ANCHORS EXPANSION HILTI KWIK BOLT TZ (ICC ESR-1917) SIMPSON STRONG-BOLT 2 (ICC ESR-3037) DEWALT POWER-STUD+ SD2 (ICC ESR-2502) CONCRETE SCREW HILTI KWIK HUS-EZ (ICC ESR-3027) SIMPSON TITEN HD (ICC ESR-2713) DEWALT SCREW-BOLT+ (ICC ESR-3889) ADHESIVE ANCHORS HILTI HIT-HY 200 (ICC ESR-3187) HILTI HIT-RE 500 V3 (ICC ESR-3814) SIMPSON SET-XP (ICC ESR-2508) SIMPSON SET-3G (ICC ESR-4057) DEWALT PURE110+ (ICC ESR-3298) ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE "EFFECTIVE" EMBEDMENTS. REFERENCE MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE SEOR IN WRITING ALONG WITH EVIDENCE OF EQUAL OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER AS CERTIFIED THROUGH ACI/CRSI AND IN ACCORDANCE WITH ACI 318-14 SECTION 17.8.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE SEOR PRIOR TO INSTALLATION. ALL-THREAD ROD FOR ADHESIVE ANCHORS SHALL CONFORM TO ASTM F1554 GRADE 55, U.N.O. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS STEEL. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, U.N.O. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. ADHESIVE ANCHORS SHALL NOT BE INSTALLED FOR A MINIMUM OF 21 DAYS AFTER CASTING CONCRETE IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2. Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 12" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 7 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S002 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES RFI 41 REINFORCED CONCRETE MASONRY CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, MEDIUM WEIGHT, SAMPLED AND TESTED IN ACCORDANCE w/ ASTM C140. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN BELOW TABLE. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f 'm) AS INDICATED IN BELOW TABLE AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO OSSC SECTION 2105. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND, IF NOT SHOWN, SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL". PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY SUCH THAT THE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO OF 1.5 OR 25 FT. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS. ASSEMBLY STRENGTH f'm (PSI)BLOCK UNIT STRENGTH (PSI)GROUT STRENGTH (PSI)MORTAR 2,500 3,250 2,500 TYPE M OR S MORTAR MORTAR SHALL BE OF THE TYPE INDICATED IN THE PRECEDING TABLE, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 PSI FOR TYPE S MORTAR OR 2,500 PSI FOR TYPE M MORTAR AND SHALL CONFORM WITH ASTM C270 AND OSSC SECTION 2103. MASONRY GROUT GROUT SHALL HAVE COMPRESSIVE STRENGTH AS INDICATED IN THE PRECEDING TABLE AND SHALL CONFORM TO OSSC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. FULLY GROUT ALL STRUCTURAL MASONRY WALLS UNLESS NOTED OTHERWISE. THE MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-8". CLEAN-OUTS ARE REQUIRED FOR ANY POUR HEIGHT GREATER THAN 5'-4". WHERE REQUIRED, CLEAN-OUTS SHALL BE LOCATED AT ALL CORES CONTAINING VERTICAL REINFORCEMENT AND AT A MAXIMUM OF 32" O.C. GROUT LIFTS GREATER THAN 5'-4" ARE LIMITED IN HEIGHT TO THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE THAN 5'-4" ABOVE THE BOTTOM OF THE LIFT, PROVIDED THAT: 1) THE MASONRY HAS CURED FOR AT LEAST 4 HOURS, AND 2) THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES. IF EITHER OF THESE TWO CONDITIONS ARE NOT MET, THEN THE MAXIMUM LIFT HEIGHT SHALL BE 5'-4". REFERENCE TYPICAL MASONRY DETAILS. MASONRY REINFORCING STEEL REINFORCING SHALL CONFORM TO OSSC SECTION 2103.14. DEFORMED BARS SHALL BE ASTM A615 GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH TMS 602-16 SPECIFICATION SECTION 3.4. WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706 GRADE 60. UNLESS NOTED OTHERWISE ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: RUNNING BOND PATTERN WALL THICKNESS VERTICAL BARS HORIZONTAL BARS (IN BOND BEAMS) 8"#6 @ 36" o.c. (2) #4 @ 36" o.c. 10"#6 @ 36" o.c. (2) #5 @ 36" o.c. STACK BOND PATTERN WALL THICKNESS VERTICAL BARS HORIZONTAL BARS (IN BOND BEAMS) 8"#4 @ 24" o.c. #4 @ 24" o.c. 10"#5 @ 24" o.c. #5 @ 24" o.c. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL STRUCTURAL CMU WALLS SHOWING LOCATIONS OF BOND BEAMS, BARS, AND OTHER SPECIAL REINFORCEMENT. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-0" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS: TYP. LAP SPLICE LENGTH SCHEDULE (IN.) f'm=2,500 PSI CASE 1 CASE 2 BAR SIZE ALL BLOCK 8" BLOCK 10" BLOCK 12" BLOCK #4 26 12 12 12 #5 41 17 14 12 #6 54 33 26 21 TABLE NOTES: CASE 1: BARS LOCATED NEAR THE FACE OF BLOCK WITH ONLY MINIMUM COVER OR CELLS WITH MORE THAN ONE BAR. CASE 2: SINGLE BARS LOCATED AT THE CENTER OF A CELL. 1. FOR EPOXY COATED BARS, MULTIPLY LAP LENGTHS BY 1.5. 2. MAXIMUM OF TWO BARS IN ONE CELL (FOUR BARS AT LAP SPLICE). 3. AT CONTRACTOR'S OPTION PROVIDE MECHANICAL SPLICES FOR #8 AND #9 BARS. 4. STAGGER HORIZONTAL BOND BEAM LAP SPLICES BY 24" MINIMUM. PROVIDE CLEAR COVER TO MASONRY REINFORCING AS FOLLOWS: REINFORCING STEEL COVER USE MINIMUM COVER (TO OUTSIDE FACE OF MASONRY) MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1 1/2" MASONRY FACE EXPOSED TO EARTH OR WEATHER 1 1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) MASONRY ACCESSORIES CAST-IN-PLACE ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 GRADE 36 U.N.O. POST INSTALLED ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS STEEL. ALL THREAD ROD FOR EPOXY ANCHORS SHALL CONFORM TO ASTM F1554 GRADE 36, U.N.O. POST-INSTALLED MASONRY ANCHORS TYPE APPROVED ANCHORS EXPANSION HILTI KWIK BOLT 3 (ICC ESR-1385) SIMPSON WEDGE-ALL (ICC ESR-1396) DEWALT POWER-STUD+ (ICC ESR-2966) RED HEAD TRUBOLT+ (ICC ESR-4058) SCREW HILTI HUS-EZ (ICC ESR-3056) SIMPSON TITEN HD (ICC ESR-1056) DEWALT SCREW-BOLT+ (ICC ESR-4042) EPOXY ADHESIVE HILTI HIT-HY 270 (ICC ESR-4143) SIMPSON SET-XP (IAPMO ER-265) DEWALT AC100+ GOLD (ICC ESR-3200) RED HEAD C6+ (ICC ESR-4109) TABLE NOTE: MINIMUM GROUT COVER BETWEEN REINFORCEMENT AND INSIDE FACE OF CELL SHALL BE 1/4" FOR FINE GROUT AND 1/2" FOR COURSE GROUT. STRUCTURAL STEEL STRUCTURAL STEEL SHALL BE OF THE MATERIAL AND TYPE LISTED BELOW, U.N.O.: STRUCTURAL STEEL SHAPE MATERIAL GRADE WIDE FLANGE SHAPES ASTM A992, GRADE 50 PLATES WHERE NOTED ASTM A572, GRADE 50 CHANNELS, PLATES AND ANGLES, U.N.O.ASTM A36 DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" WITH "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", WITH THE FOLLOWING CLARIFICATIONS AND ADDITIONS: 1. CLARIFY SECTIONS 7.5.1 AND 7.5.3 AS FOLLOWS: EMBEDMENT LOCATION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR INFORMATION ONLY. THE SEOR IS NOT RESPONSIBLE FOR THE APPROVAL OF EMBEDMENT LOCATION DRAWINGS. 2. ADD THE FOLLOWING PARAGRAPH TO SECTION 7.10.3: "THE ERECTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE MEANS AND METHODS USED TO PROPERLY AND ADEQUATELY BRACE THE FRAMING DURING ERECTION." BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING HIGH STRENGTH BOLTS. BOLTS SHALL BE ASTM F3125 GRADE A325 AND GRADE A490 WHERE NOTED, AND SNUG-TIGHT UNLESS NOTED OTHERWISE. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PROVIDE WEEP HOLES AT EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. LOCATE WEEP HOLES AT BOTTOM OF HORIZONTAL MEMBERS AT MIDSPAN UNLESS OTHER NOTED. LOCATE WEEP HOLES AT BOTTOM OF VERTICAL MEMBERS EXCEPT AT ROOF ASSEMBLIES. ALL WEEP HOLES TO BE APPROVED PRIOR TO FABRICATION. GALVANIZING ALL STEEL SHALL BE HOT DIPPED GALVANIZED AND SHALL ADDITIONALLY BE PAINTED OR POWDER COATED PER SPECIFICATIONS WHERE INDICATED ARCHITECTURAL DRAWINGS. ALL GALVANIZED STEEL IS TO BE DETAILED TO BE SHOP WELDED AND FIELD BOLTED. WHERE FIELD WELDING IS REQUIRED DUE TO FIELD CONDITIONS, REPAIR DAMAGED GALVANIZED COATING WITH ZINC RICH PAINT PER ASTM A780 WITH EFFECTIVE THICKNESS EQUAL TO HOT-DIP GALVANIZED COATING. STEEL DECK STEEL ROOF DECK SHALL BE 1-1/2" TYPE B OR 3" TYPE N (32" WIDTH) OF THE GAUGE INDICATED ON THE PLANS. STEEL DECK SHALL CONFORM TO ASTM A653 DESIGNATION SS, GRADE 50 (Fy = 50 KSI). THE GALVANIZED COATING SHALL CONFORM TO ASTM A653, G60 (G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER). MINIMUM DECK GAUGES INDICATED ON THE PLANS ARE BASED ON 3-SPAN, UN-SHORED CONDITIONS. FOR OTHER SPAN CONDITIONS, DECK MANUFACTURER SHALL EVALUATE AND INDICATE SHORING AS REQUIRED. MINIMUM PROPERTIES SHALL BE AS FOLLOWS: ROOF DECK PROPERTIES DECK TYPE & GAUGE I (IN^4/FT)+S (IN^3/FT)-S (IN^3/FT) B - 20 GAUGE 0.219 0.230 0.237 WELDED OR MECHANICAL DECK CONNECTIONS SHALL BE PROVIDED AT ALL SUPPORTS AND SIDELAPS AS INDICATED. DECK DESIGN IS BASED ON VERCO IN ACCORDANCE WITH IAPMO ES EVALUATION REPORT ER-0217. EQUAL PRODUCT(S) MAY BE SUBMITTED FOR REVIEW AND APPROVAL BY THE SEOR. DO NOT HANG OR SUSPEND STRUCTURAL ITEMS DIRECTLY FROM ROOF DECK. NON-STRUCTURAL ITEMS SUSPENDED FROM THE DECK SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 12" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 7 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S003 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES RFI 41 STATEMENT OF SPECIAL INSPECTION NOTES: 1.SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2019 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS. 2.SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1) OF AWS D1.1. 3.THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 5 QUALITY ASSURANCE (QA) IS REQURIED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL (QC) TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 SECTION J2. 6 INSPECTION TYPES: CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. 8 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. â—INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. â—SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT. 9 TESTING ABBREVIATIONS: NDT - NON-DESTRUCTIVE TESTING C.J.P. - COMPLETE JOINT PENETRATION MT - MAGNETIC PARTICLE TESTING RBS - REDUCED BEAM SECTION 10 DOCUMENT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN ACCORDANCE WITH AISC 341. CONTRACTOR RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN SEISMIC-FORCE-RESISTING SYSTEM LISTED IN THE TABLES SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 1.ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. 2.PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. 3.IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. GENERAL - SPECIAL INSPECTIONS SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC DEFERRED SUBMITTALS X SPECIAL INSPECTION REQUIREMENTS FOR DEFERRED SUBMITTAL ITEMS, INCLUDING REQUIREMENTS FOR DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH OSSC SECTION 1705.12.4 IF APPLICABLE, TO BE SPECIFIED BY THE SYSTEM ENGINEER AND INCLUDED WITH DEFERRED SUBMITAL DOCUMENTS. SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X CERTIFICATES OF COMPLIANCE, REPORTS OF PRE- CONSTRUCTION TESTS, OR REPORTS OF MATERIAL PROPERTIES SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. POST INSTALLED MECHANICAL ANCHORS AND ADHESIVE ANCHORS (EXCLUDING CONDITIONS NOTED ABOVE) IN HARDENED CONCRETE AND COMPLETED MASONRY X SOILS/GEOTECHNICAL - SPECIAL INSPECTIONS SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARDS REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY 1705.6 GEOTECHNICAL REPORT X BY QUALIFIED SPECIAL INSPECTOR VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X SOILS/GEOTECHNICAL - TESTING SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY 1705.6 VARIES; GEOTECHNICAL REPORT OR MINIMUM PER OSSC APPENDIX J107.5, WHICHEVER IS GREATER X BY QUALIFIED SPECIAL INSPECTOR MATERIAL VERIFICATION VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X BY QUALIFIED SPECIAL INSPECTOR CONCRETE - SPECIAL INSPECTIONS SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC GENERAL 1705.3 1901.6 ACI 318: 26.13 SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC AND SECTION 26.13 OF ACI 318. REINFORCING STEEL PLACEMENT 1901.5.2 ACI 318: CH. 20, 25.2, 25.3, 26.6.1-26.6.3, 26.13.3.3 X REINFORCING TO COMPLY WITH ALL CODE PROTECTION, SPACING AND TOLERANCE LIMITS. WELDING REINFORCING STEEL 1705.3.1 1705.3.2 1903.1 1903.2 AWS D1.4 ACI 318: 26.6.4 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 X 2. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" FILLET X 3. ALL OTHER REINFORCING STEEL WELDING, X INSPECT ANCHORS/BOLTS CAST IN CONCRETE -ACI 318: 17.8.2 X ALL CAST-IN-PLACE ANCHORS/BOLTS SHALL BE VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS FOR ADDITIONAL INSTALLATION, MATERIAL AND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE (HEADED STUDS, DBA's, ETC.) VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904.1 1904.2 ACI 318: CH. 19, 26.4.3, 26.4.4 X CONCRETE SPECIMENS FOR TESTING ASTM C172 ASTM C31 ACI 318: 26.5, 26.12 X PRIOR TO CONCRETE PLACEMENT, FABRICATE CONCRETE SPECIMENS FOR TESTING. SEE THE CONCRETE TESTING TABLE FOR ADDITIONAL INFORMATION. CONCRETE PLACEMENT 1908.6, 1908.7, 1908.8 ACI 318: 26.5, 26.13.3.2(a)X CONCRETE CURING ACI 318: 26.5.3 - 26.5.5, 26.13.3.3 X VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES VERIFICATION OF FORMWORK ACI 318: 26.11.1.2(b), 26.13.3.3 X SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED EMBEDDED ITEMS IN CONCRETE X ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS CONDUITS, PIPES AND SLEEVES, SHALL BE REVIEWED FOR CONFORMANCE WITH STRUCTURAL DOCUMENTS FOR SIZE, SPACING, LOCATION, EDGE DISTANCE AND TRIM REINFORCING. REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORMSAVERS ICC EVALUATION REPORTS X CONCRETE - TESTING SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6)REMARKS CONCRETE STRENGTH 1705.3 ASTM C172 ASTM C 31 ACI 318 26.12 ACI 318 26.5 ASTM C39 EACH 150 CY NOR LESS THAN EACH 5000 SF OF SLAB OR WALL PLACED EACH SHIFT FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED CONCRETE SLUMP ASTM C143 CONCRETE AIR CONTENT ASTM C231 CONCRETE TEMPERATURE ASTM C1064 Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 12" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 8 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S004 SPECIAL INSPECTIONS AND TESTING MASONRY MINIMUM VERIFICATION REQUIREMENTS MINIMUM VERIFICATION CODE REFERENCE REMARKSQUALITY ASSURANCE LEVEL 2 TMS 602-16 Table 3 (S-25) PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS.R ART. 1.5 PRIOR TO CONSTRUCTION VERIFICATION OF f'm AND f'AAC, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE.R ART. 1.4 B DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) WHEN SELF- CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT SITE. R ART. 1.5 & 1.6.3 NOTE: R=REQUIRED, NR=NOT REQUIRED MASONRY MINIMUM SPECIAL INSPECTION REQUIREMENTS INSPECTION TASK CODE REFERENCE REMARKSQUALITY ASSURANCE LEVEL 2 TMS 402-16 TMS 602-16 Table 4 (S-26) 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE-PREPARED MORTAR P ART. 2.1, 2.6 A, & 2.6 C C. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS P ART 3.4 & 3.6 A E. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY P ART . 2.1 C.1 F. SAMPLE PANEL CONSTRUCTION P ART. 1.6 D 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACE P ART. 3.2 D & 3.2 F C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHOR BOLTS P SEC. 6.1, 6.3.1, 6.3.6 &6.3.7 ART. 3.2 E & 3.4 REFERENCE THE GENERAL TABLE FOR SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHORS INTO COMPLETED MASONRY. D. PROPORTIONS OF SITE-PREPARED GROUT P ART. 2.6 B & 2.4 G.1.b 3. VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: A. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALS P ART. 1.5 B. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION P ART. 3.3 B C. SIZE AND LOCATION OF STRUCTURAL MEMBERS P ART. 3.3 F D. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION P SEC. 1.2.1 (e), 6.2.1 & 6.3.1 E. WELDING OF REINFORCEMENT C SEC. 6.1.6.1.2 F. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 F) OR HOT WEATHER (TEMPERATURE ABOVE 90 F) P ART. 1.8 C & 1.8 D I. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS P ART. 3.3 B.9 & 3.3 F.1.b 4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/ OR PRISMS P ART. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B.2.c.3, 1.4 B.3 & 1.4 B.4 NOTE: NR=NOT REQUIRED, P=PERIODIC, C=CONTINUOUS (NOTE 6) MASONRY- REQUIRED TESTING SYSTEM OR MATERIAL IBC CODE REFERENCE OR REFERENCED STANDARD REMARKS UNIT STRENGTH METHOD-MASONRY UNIT IBC 1705.4 , TMS 602 1.4.B, TMS 602.2.3, TMS 602 2.3 E, ASTM REFERENCES PER REMARKS CONCRETE MASONRY (ASTM C90) CONCRETE MASONRY UNIT MATERIALS TO CONFORM TO ASTM C55, C73, C90, C129, C744, OR C1634 AS SPECIFIED. UNIT STRENGTH METHOD-COMPRESSIVE STRENGTH OF MORTAR IBC 1705.4, TMS 602 2.1 , ASTM C270 MORTAR SHALL COMPLY WITH ASTM C270 . UNIT STRENGTH METHOD-COMPRESSIVE STRENGTH OF GROUT IBC 1705.4, TMS 602 2.2, ASTM C476 GROUT SHALL COMPLY WITH ASTM C476. WHEN f'm EXCEEDS 2,000 PSI PROVIDE COMPRESSIVE STRENGTH THAT EQUALS OR EXCEEDS f'm. DETERMINE COMPRESSIVE STRENGTH OF GROUT IN ACCORDANCE WITH ASTM C1019. DO NOT USE ADMIXTURES UNLESS ACCEPTABLE. FIELD ADDITION OF ADMIXTURES IS NOT PERMITTED IN SELF-CONSOLIDATING GROUT. PRISM TEST METHOD IBC 1705.4, TMS 602 1.4 B.2.3, 1.4 B.4, ASTM C1314 FOR BOTH CLAY AND CONCRETE MASONRY,TEST IN ACCORDANCE WITH ASTM C1314. DETERMINE LENGTH, WIDTH AND HEIGHT DIMENSIONS OF THE PRISM AND TEST PRISMS WHEN AT LEAST 28 DAYS OLD IN ACCORDANCE WITH ASTM C1314. TESTING PRISMS FROM CONSTRUCTED MASONRY IBC 1705.4, TMS 602 1.4 B 4.a, 1.4 B 4.b, 1.4 B 4.c, ASTM C1532 PRISM SAMPLING AND REMOVAL- FOR EACH 5000 SQUARE FEET OF WALL AREA IN QUESTION, SAW- CUT A MINIMUM OF THREE PRISMS FROM COMPLETED MASONRY. SELECT, REMOVE, AND TRANSPORT PRISMS PER ASTM C1532/C1532M. General Notes: 1.4 B.1 or 1.4 B.2 Either the Unit Strength Method or the Prism Test Method may be chosen to satisfy special inspections compressive strength for each wythe. STEEL - SPECIAL INSPECTIONS SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE INSPECTION (NOTES 5 AND 6) REMARKSCONTINUOUS/ PERFORM PERIODIC/ OBSERVE CONTRACTOR QUALITY CONTROL REQUIREMENTS AISC 360 CHAPTER N X X CONTRACTOR TO PROVIDE QUALITY CONTROL FOR ALL ITEMS INDICATED TO BE OBSERVED AND/OR PERFORMED IN TABLE BELOW STEEL FABRICATION FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.1 AISC 360 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS MATERIAL VERIFICATION OF STRUCTURAL STEEL COMPONENTS 1505.2.1 2203.1 TABLE 1705.2 ASTM A6 ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS AISC 360 A3.1 AISC 360 N3.2 X CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS 1705.2.1.2 AISC 360 N5 TABLE 1705.2-2 AISC 360 A3.3 AISC 360 N3.2 ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS RCSC 2.1 X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF ANCHOR BOLTS AND THREADED RODS AISC 360 A3.4 AISC 360 N3.2 ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER METALS 1705.2.1.1 TABLE 1705.2-5 AISC 360 A3.5 AISC 360 N3.2 APPLICABLE AWS A5 DOCUMENTS X MANUFACTURER'S CERTIFIED TEST REPORTS STRUCTURAL STEEL WELDING VERIFYING USE OF PROPER WPS'S 1705.2.1 AWS D1.1 AISC 360 N3.2 RETAIN A RECORD OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS AWS D1.1 X RETAIN A RECORD OF QUALIFICATION CARDS COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS TABLE 1705.2-6 AWS D1.1 CLAUSE 6 X MULTIPASS FILLET WELDS X SINGLE PASS FILLET WELDS GREATER THAN 5/16"X ALL WELDS VISUALLY INSPECTED PER AWS D1.16.9 PLUG AND SLOT WELDS X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16"X WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5)AWS D1.1 CLAUSE 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 VERIFICATION OF JOINT & CONNECTION DETAILS INCLUDING MEMBER AND COMPONENT LOCATIONS, BRACING, AND STIFFENERS TABLE 1705.2-7 AWS D1.1 X INSTALLATION OF ROOF DECKING 1705.1.1 ICC EVALUATION REPORT X SPECIAL INSPECTIONS APPLY TO DECKING TYPE, DEPTH AND GAUGE, POWER ACTUATED FASTENERS, SCREWS, PROPRIETARY SIDE SEAM ATTACHMENTS, AND BUTTON PUNCHES AND SHEAR CONNECTORS FLOOR AND ROOF DECK WELDS 1705.2.1 TABLE 1705.2-6 AWS D1.3 X ALL WELDS INSPECTED PER AWS D1.3 CLAUSE 8 REINFORCING STEEL WELDING/SPLICING AWS D1.5 X HIGH-STRENGTH BOLTING SNUG-TIGHT BOLT INSTALLATION 1705.2.1 TABLE 1705.2-2 AISC 360 M2-5 AISC 360 N5-6 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 9 AISC 360 SECTION M2.5 X ALL CONNECTIONS VISUALLY INSPECTED AND VERIFIED SNUG PRETENSIONED BOLT INSTALLATION USING TURN-OF-THE- NUT METHOD WITH MATCH MARKING, DIRECT TENSION INDICATOR METHOD, OR TWIST-OFF TYPE TENSION CONTROL BOLT METHOD X ALL CONNECTIONS VISUALLY INSPECTED. CONNECTIONS USING DIRECT TENSION INDICATORS, ALL BOLTS SHALL BE INSPECTED AFTER SNUGGING AND AFTER PRETENSIONING PRETENSIONED BOLT INSTALLATION USING TURN-OF-THE- NUT METHOD WITHOUT MATCH MARKING OR CALIBRATED WRENCH METHOD X ALL CONNECTIONS VISUALLY INSPECTED INSPECTION TASKS PRIOR TO BOLTING MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 1705.2.1.2 TABLE 1705.2-2 AISC 360 TABLE N5.6-1 AISC 360 M2.5 X FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE) X PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X CONNECTING ELEMENTS< INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS X PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED X PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS X INSPECTION TASKS DURING BOLTING FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED 1705.2.1.2 TABLE 1705.2-2 AISC 360 TABLE N5.6-2 AISC M2.5 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 9 X JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION X FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING X FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES X INSPECTION TASKS AFTER BOLTING DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS 1705.2.1.2 TABLE 1705.2-2 AISC 360 TABLE N5.6-3 X Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 12" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 9 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S005 SPECIAL INSPECTIONS AND TESTING STEEL - TESTING SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6)REMARKS STEEL MAGNETIC PARTICLE (MT) TESTING OF WELDS 1705.2.1 AWS D1.1 6.14.4 AISC360 N5.5c REQUIRED WHERE SPECIFICALLY NOTED ON DRAWINGS PRE-CONSTRUCTION TESTING OF WELDING STUDS, WELDED REINFORCING BARS AND DBA'S 1705.2.1 AWS D1.1 7.7.1 EACH SIZE AND TYPE OF STUD/BAR EACH SHIFT THIS TESTING PERFORMED BY CONTRACTOR AND CONFIRMED BY SPECIAL INSPECTOR STUD/DBA APPLICATION QUALIFICATION 1705.2.1 AWS D1.1 7.6 NON-PREQUALIFIED APPLICATIONS THIS TESTING PERFORMED BY CONTRACTOR AND CONFIRMED BY SPECIAL INSPECTOR PRE-INSTALLATION VERIFICATION OF PRETENSIONED HIGH STRENGTH BOLTS 1705.2.1 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 7 EACH COMBINATION OF DIAMETER, LENGTH, GRADE, AND LOT TO BE USED IN THE WORK STEEL LATERAL SYSTEM - SPECIAL INSPECTIONS SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE QA/QC TASKS (NOTES 5,6,10)REMARKS OBSERVE PERFORM VISUAL INSPECTION TASKS PRIOR TO WELDING MATERIAL IDENTIFICATION (TYPE/GRADE) 1705.12.1 AISC 341 TABLE J6.1 AWS D1.8/D1.8M X WELDER IDENTIFICATION SYSTEM X FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION X NOTE 7 DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)X CLEANLINESS (CONDITION OF STEEL SURFACES)X TACKING (TACK WELD QUALITY AND LOCATION)X BACKING TYPE AND FIT (IF APPLICABLE)X CONFIGURATION AND FINISH OF ACCESS HOLES X FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT)X NOTE 7CLEANLINESS(CONDITION OF STEEL SURFACES)X TACKING (TACK WELD QUALITY AND LOCATION)X VISUAL INSPECTION TASKS DURING WELDING WPS FOLLOWED 1705.12.1 AISC 341 TABLE J6.2 AWS D1.8/D1.8M SETTINGS ON WELDING EQUIPMENT X TRAVEL SPEED X SELECTED WELDING MATERIALS X SHIELDING GAS TYPE/FLOW RATE X PREHEAT APPLIED X INTERPASS TEMPERATURE MAINTAINED (MIN/MAX.)X PROPER POSITION (F, V, H, OH)X INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED X USE OF QUALIFIED WELDERS X CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING X EXPOSURE CONTROL X ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS X PRECIPITATION AND TEMPERATURE X WELDING TECHNIQUES INTERPASS AND FINAL CLEANING X EACH PASS WITHIN PROFILE LIMITATIONS X EACH PASS MEETS QUALITY REQUIREMENTS X NO WELDING OVER CRACKED TACKS X VISUAL INSPECTION TASKS AFTER WELDING WELDS CLEANED X SIZE, LENGTH, AND LOCATION OF WELDS 1705.12.1 AISC 341 TABLE J6.3 AWS D1.8/D1.8M X WELDS MEET VISUAL ACCEPTANCE CRITERIA (D)DOCUMENT - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. THE VISUAL INSPECTION SHALL BE PERFORMED NO SOONER THAN 48 HOURS FOLLOWING COMPLETION OF THE WELDING CRACK PROHIBITION X(D) WELD/BASE-METAL FUSION X(D) CRATER CROSS SECTION X(D) WELD PROFILE AND SIZE X(D) UNDERCUT X(D) POROSITY X(D) K-AREA *X(D) PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED) BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS ADDED (IF REQUIRED)X(D) REPAIR ACTIVITIES X(D) INSPECTION TASKS PRIOR TO BOLTING PROPER FASTENERS SELECTED FOR THE JOINT DETAIL 1705.12.1 AISC 341 TABLE J7.1 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS X PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS X PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED FOR FASTENER ASSEMBLIES AND METHODS USED X (D) (D)DOCUMENT - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS X INSPECTION TASKS DURING BOLTING FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED 1705.12.1 AISC 341 TABLE J7.2 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS X JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION X FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING X BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES X INSPECTION TASKS AFTER BOLTING DOCUMENT ACCEPTED AND REJECTED CONNECTION 1705.12.1 AISC 341 TABLE J7.3 X(D) (D)DOCUMENT - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 12" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 0 9 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S006 SPECIAL INSPECTIONS 8" THICK CMU WALLS -ALL INTERIOR AND EXTERIOR WALLS FULLY GROUT ALL INTERIOR AND EXTERIOR WALLS U.N.O. AND REINFORCE w/ #6 @ 36" o.c. VERTICAL REINF AND (2) #4 IN HORIZONTAL BOND BEAMS @ 36" o.c. 4" THICK CAST-IN- PLACE CONCRETE SLAB ON GRADE W/ #4 @ 12" O.C. EACH WAY AT CENTER OF SLAB REF. S501 FOR ADD'L INFORMATION AND REF. ARCH. FOR SLOPES AND DRAIN LOCATIONS 12 9' - 6" 3 8' - 8" 4568 7' - 6"4' - 8"4' - 8"4' - 8"10' - 0" 7 F E D C B A 4' - 0 " 4' - 0 " 4' - 8 " 4' - 0 " 6' - 0 " 5 S501 TYP. 6 S501 TYP. 5 S501 TYP. 5 S501 TYP. 4 S501 TYP. 4 S501TYP. 5 S501 CONTRACTOR DESIGNED UNDERGROUND VAULT. SEE WATER FEATURE DRAWINGS FOR ADDITIONAL INFORMATION S502 9 TYP. 8" THICK CMU WALLS - FULLY GROUT WALLS AND REINFORCE w/ #6 @ 36" o.c. VERTICAL REINF AND (2) #4 IN HORIZONTAL BOND BEAMS @ 36" o.c. 2 S501 2 S501 8 S501 7 S501 7 S501 7 S501 TYP. 8 S501 SPAN DIRECTION OF 1 1/2" DEEP TYPE B 20GA. METAL ROOF DECK EDGE OF ROOF DECK 12345687 F E D C B A 9' - 6"8' - 8"7' - 6"4' - 8"4' - 8"4' - 8"10' - 0" 4' - 0 " 4' - 0 " 4' - 8 " 4' - 0 " 6' - 0 " 1 S502TYP. 1 S502 TYP. 3 S502 32 INCH DEEP MASONRY LINTEL L1 OVER OPENING 1 S502TYP. 2 S502 3 S502 W12x19 W12x19 W12x19 2 S601TYP. 1 S601 TYP. 32 INCH DEEP MASONRY LINTEL L1 OVER OPENING ALL LINTEL L1 REINF. SHALL BE RUN CONTINUOUS FROM COLUMN LINE 1 TO 8 L6 x 6 x 3 / 8 L6 x 6 x 3 / 8 10 S502 TYP. (3) PLACES L6 x 6 x 3 / 8 11 S502 TYP. (3) PLACES 1 S601 TYP. NOTES: 1. DECKING ATTACHMENT SHALL USE 36/4 WELD PATTERN AT SUPPORTS USING 1/2" DIA. PUDDLE WELDS. SIDE LAPS SHALL BE BUTTON PUNCHED @12" O.C. 2' - 2" 5" 4" 4 S502 Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 1/4" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 1 0 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S201 FOUNDATION AND ROOF FRAMING PLANS 1/4" = 1'-0"1 FOUNDATION PLAN 1/4" = 1'-0"2 ROOF FRAMING PLAN RFI 58 RFI 51 RFI 15 SLAB ON GRADE REF. PLAN PLANREF. . LEVELING COURSE OF FINE GRAINED AGGREGATE SANDY GRAVEL OR CRUSHED ROCK, OR OTHER APPROVED OPEN-GRADED BASE COURSE. INCREASE THICKNESS OF BASE COURSE AS REQUIRED BY GEOTECHNICAL ENGINEER. COMPACT TO 100% Â±5% OF STANDARD PROCTOR MAXIMUM DENSITY PER ASTM D1557 UNDISTURBED SOIL TO BE OBSERVED BY GEOTECHNICAL ENGINEER NOTE: REF. 3/S501 FOR ADDITIONAL INFORMATION. 6" RE F F O U N D A T I O N PL A N A N D W A T E R FE A T U R E D E T A I L S REF. 1/S501 FOR UNDER SLAB PREPARATION REQUIREMENTS SAW CUT JOINT 1/8" SAWCUT FILL w/ JOINT SEALER 1/8" TYP. SIDES OF JOINT 4" TYP. BOTH "T " T/4 FOR WET CUT SAW 1" TO 1 1/2" FOR EARLY-ENTRY SAW NOTE: REF. 1/S501 FOR ADDITIONAL INFORMATION. PROVIDE JOINTS AT 12'-0" o.c. MAX U.N.O. ON ARCHITECTURAL OR STRUCTURAL PLANS EXTEND 50% BARS ACROSS JOINTS RE F F O U N D A T I O N PL A N A N D W A T E R FE A T U R E D E T A I L S 1 1 DOWELS TO MATCH WALL REINFORCING SLAB ON GRADE THICKEN CONT. BELOW WALL REF. PLAN EXTEND FOOTING 8" PAST END OF WALL U.N.O. ON PLAN CMU PARTITION WALL REF. PLAN APPROVED SUBGRADE TO ACHIEVE BEARING PRESSURE LISTED IN THE GENERAL STRUCTURAL NOTES BOND BEAM LA P S P L I C E 2' - 0" MI N . 1' - 0 " TYP. LAP SPLICE REF. S002 (3) #5 CONT. #4 @ 12" o.c. CL R . 3" DOWELS TO MATCH WALL REINFORCING ALTERNATE DIRECTION OF HOOKS CMU WALL REF. PLAN SLAB ON GRADE REF. PLAN FINISH GRADE APPROVED SUBGRADE TO ACHIEVE BEARING PRESSURE LISTED IN THE GENERAL STRUCTURAL NOTES LA P S P L I C E BOND BEAM 2 1 #4 @ 12" o.c. MIN. 1' - 6" 2' - 0" (3) #5xCONT. COORDINATE LOCATION OF BOTTOM OF RESTROOM BUILDING FOUNDATIONS AND PRECAST VAULT FOUNDATIONS TO MEET THE REQUIREMENTS OF THE LINE OF INFLUENCE ON THIS DETAIL 1 1 MIN. LINE OF INFLUENCE DOWELS TO MATCH WALL REINFORCING ALTERNATE DIRECTION OF HOOKS CMU WALL REF. PLAN SLAB ON GRADE REF. PLAN APPROVED SUBGRADE TO ACHIEVE BEARING PRESSURE LISTED IN THE GENERAL STRUCTURAL NOTES LAP SPLICE BOND BEAM 2 1 #4 @ 12" o.c. 2' - 0" (3) #5xCONT. FINISH GRADE MIN. 1' - 6" 2' - 0" MATCH ADJACENT WALL FOOTING ELEV. NOTE: REF. 5/S501 FOR ADD'L. INFO. MATCH FACE OF ADJACENT WALL FOOTING 2' - 0" (3) #5 x CONT. NOTE: REF. 4/S501 FOR ADD'L. INFO. 1' - 0" WALL FOOTING EXTEND THICKENED SLAB REINF. TO FAR FACE OF PERPENDICULAR FOOTING AND HOOK 90Â° THICKENED SLAB Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 1" = 1'-0" 5/ 1 8 / 2 0 2 2 9 : 0 9 : 1 0 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S501 TYPICAL CONCRETE DETAILS 1" = 1'-0"1 UNDER SLAB PREPARATION AT SLAB ON GRADE 1" = 1'-0"3 CONTROL JOINTS IN SLAB ON GRADE 1" = 1'-0"4 TYP. INTERIOR CMU WALL FOOTING 1" = 1'-0"5 TYP. EXTERIOR CMU WALL FOOTING 1" = 1'-0"6 CMU WALL FOOTING AT UNDERGROUND VAULT 1" = 1'-0"2 THICKENED SLAB EDGE 1" = 1'-0"7 THICKENED SLAB SECTION 1" = 1'-0"8 FOOTING INTERSECTION DETAIL HORIZONTAL REINFORCING IN BOND BEAM TYP. STACK CORNER REINFORCING OVER BOND BEAM REINFORCING VERT. REINF. CL OF CMU VERT. REINF. CL OF CMU VERT. REINF. CMU WALL REF. PLAN TYP. CMU WALL REF. PLAN TYP. CL OF CMU VERT. REINF. CL OF CMU SINGLE HORIZONTAL LAYER DOUBLE HORIZONTAL LAYER LAP SPLICE SHELL TYP. 1/2" MIN. FROM FACE HORIZONTAL REINFORCING IN BOND BEAM TYP. STACK CORNER REINFORCING OVER BOND BEAM REINFORCING LAP SPLICE REINF. TYP. 1" CLR. BETWEEN CL OF CMU 8" NOM. MIN. SOLID GROUTED CMU (2) 1" O.D. VERT. CONDUITS OR (1) 1 1/2" O.D. VERT. CONDUIT IN CELL NOT CONTAINING REINFORCING. MIN. (3) O.D. SPACING NOTES: 1. ALUMINUM CONDUITS ARE NOT PERMITTED. 2. PIPES CONTAINING LIQUID, GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150 Â° F ARE NOT PERMITTED TO BE EMBEDDED INTO CMU WALLS. 3. PIPES UNDER PRESSURE IN EXCESS OF 55 PSI ARE NOT PERMITTED TO BE EMBEDDED IN CMU WALLS. 4. PIPES CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING ARE NOT PERMITTED TO BE EMBEDDED IN CMU WALLS. 5. A MAXIMUM OF (2) CELLS PER 48" OF CMU WALL IS PERMITTED TO CONTAIN CONDUITS. 6. HORIZ. RUNS MUST BE LESS THAN 4'-0". 4' - 0" BACKER ROD CL OF CONSTRUCTION JOINT VERTICAL WALL REINFORCING EACH SIDE OF CONSTRUCTION JOINT CMU WALL REF. PLAN CMU WALL 3/8" CAULK JOINT w/ MIN. DEPTH OF 1/2 OF JOINT WIDTH HORIZONTAL BOND BEAM REINFORCING CONTINUE THRU CONST. J. NOTES: 1. DIAPHRAGM REINFORCING AT FLOOR AND ROOF MUST BE CONT THRU JOINT AT CONSTRUCTION JOINT. 2. LINTELS OR HEADERS OVER OPENINGS MUST HAVE CONT. UNGREASED HORIZ. REINFORCING AT CONSTRUCTION JOINT. 3. ALL HORIZ. REINF. TO CONTINUE THROUGH JOINT AT CONSTRUCTION JOINT. 4. STOP LEDGER ANGLES AT CONSTRUCTION JOINT PROVIDE A MIN. OF (2) BOLTS PER LEDGER ANGLE. BACKER ROD CL OF C.J. VERTICAL WALL REINFORCING EACH SIDE OF C.J. CMU WALL REF. PLAN CMU WALL 3/8" CAULK JOINT w/ MIN. DEPTH OF 1/2 OF JOINT WIDTH HORIZONTAL BOND BEAM REINFORCING STOP EACH SIDE OF C.J. STOP LADDER REINFORCING AT JOINT REF. GENERAL STRUCTURAL NOTES NOTES: 1. DIAPHRAGM REINFORCING AT FLOOR AND ROOF MUST BE CONT THRU JOINT AT C.J. 2. LINTELS OR HEADERS OVER OPENINGS MUST HAVE CONT. UNGREASED HORIZ. REINFORCING AT C.J. 3. STOP LEDGER ANGLES AT C.J. PROVIDE A MIN. OF (2) BOLTS PER LEDGER ANGLE. SINGLE GREASED #5 JOINT DOWEL AT C.J. TO MATCH BOND BEAM SPACING LAP EACH SIDE REF. GENERAL STRUCTURAL NOTES CMU LINTEL REF. PLAN ROLL UP DOOR (BY OTHERS) (V.I.F. MAX. WT = 500 LBS) 1/4"x2 5/8" HILTI KWIK HUS-EZ CRC CONCRETE SCREW @ 24" O.C. (MIN.) 4" MIN. CL SCREW CMU WALL REF. PLAN (NOTE THICKNESS VARIES) TOP OF WALL EL. REF. PLAN WALL PARAPET WHERE OCCURS CONTINUOUS BOND BEAM TYP. NOTE: ANCHOR BOLTS TO BE LOCATED NO FURTHER THAN 4" FROM LEDGER SPLICE OR END OF LEDGER. METAL ROOF DECK REF. PLAN DECK RUNS OPPOSITE DIRECTION AT SOME LOCATIONS L4x4x3/8 CONTINUOUS w/ 1/2"Ã˜ HEADED ANCHOR BOLTS @ 48" o.c. (6" MIN. EMBED.) REF. S201 2" 1" PARAPET FLASHING REF. ARCH. CONTINUOUS BOND BEAM BOTTOM OF DECK EL. REF. PLAN CMU WALL REF. PLAN METAL ROOF DECK REF. PLAN DECK RUNS OTHER DIRECTION AT SOME LOCATIONS PL 1/4x4x CONT. w/ 3/8"Ã˜ x4" HEADED STUDS @ 36" o.c. REF. S201 BOND BEAM REF. SCHED. (MIN.) DEPTH OP E N I N G USE LINTEL BLOCKS AT BOTTOM DO NOT USE BOND BEAM BLOCKS BOT. BARS REF. SCHEDULE BARS TO BE CONTINUOUS THROUGH BOTH LINTELS AND LAP SPLICED INTO PERP. WALLS ON CL 1 AND 8 STIRRUPS REF. SCHEDULE 180Â° HOOK EACH END AROUND TOP AND BOT. BARS TOP BARS REF. SCHEDULE BARS TO BE CONTINUOUS THROUGH BOTH LINTELS AND LAP SPLICED INTO PERP. WALLS ON CL 1 AND 8 SECTION CMU LINTEL BEAM SCHEDULE MARK L1 DEPTH TOP BARS BOT. BARS STIRRUPS NOTES 32" (2) #5 (2) #5 #5 @ 12"- METAL ROOF DECK ROOF LINE REINFORCING REF. GENERAL NOTES TOP OF WALL VERTICAL #6 BAR HOOKED BAR TO MATCH HORIZ. REINF. REF. S003 SPLICE LENGTH 5/16 5/16 L6 TO PL #12 ELCO DRILIT EXTENDED SCREWS INSTALLED INTO LOW FLUTE CENTERLINE @ 6" O.C. CMU WALL REF. PLAN METAL ROOF DECK REF. PLAN DECK RUNS OTHER DIRECTION AT SOME LOCATIONS L6 REF. PLAN 1" 1" RADIUS 5/16 2 5/16 2 #12 ELCO DRILIT EXTENDED SCREWS INSTALLED INTO LOW FLUTE CENTERLINE @ 6" O.C. CMU WALL REF. PLAN METAL ROOF DECK REF. PLAN MAX. 2" Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 As indicated 5/ 1 8 / 2 0 2 2 9 : 0 9 : 1 1 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S502 TYPICAL STRUCTURAL MASONRY 1" = 1'-0"6 TYP. CMU WALL CORNER PLAN DETAILS 1" = 1'-0"7 CONDUITS EMBEDDED IN CMU WALL 1" = 1'-0"8 TYP. CONSTRUCTION JOINT DETAIL 1" = 1'-0"5 TYP. CONTROL JOINT DETAIL 1 1/2" = 1'-0"4 ROLL UP DOOR MOUNTING 1" = 1'-0"1 TYP. METAL ROOF DECK TO CMU WALL 1" = 1'-0"2 TYP. METAL ROOF DECK TO INTERIOR CMU WALL 1" = 1'-0"3 TYP. CMU LINTEL BEAM 1 1/2" = 1'-0"9 TYP CMU END OF WALL REINF. 1" = 1'-0"10 ANGLE PERP TO INTERIOR WALL 1" = 1'-0"11 ANGLE PERP TO EXTERIOR WALL RFI 19 6 INCH THICK CAST-IN- PLACE CONCRETE SLAB ON GRADE w/ #5 @ 12" O.C. EACH WAY AT CL SLAB. REF. WATER FEATURE DRAWINGS FOR ADDITIONAL INFO 6" REF. 1/S501 FOR SUBGRADE PREP. U. N . O . 3" C L R . CAST-IN-PLACE CONCRETE WATER FEATURE w/ #5 @ 12" o.c. EACH WAY TOP AND BOTTOM. REF. WATER FEATURE DRAWINGS FOR ADDITIONAL INFO REF. 1/S501 FOR SUBGRADE PREP. FINISH GRADE WOOD BENCH REF. LANDSCAPE DWGS. 1/4" BENT GALV. PL BENCH SUPPORT REF. LANDSCAPE PLANS FOR LOCATIONS 4 S503 1 1/2"1 1/2" 10 " 18"x18"x10" THICK CONC. FOOTING w/ (4) #4 EACH WAY AT CL FOOTING TYP. 1 1/2"TYP. 2" 1/4"x4" EMBED GALV. LAG SCREW TYP. 1 FINISH GRADE WOOD BENCH / TABLE 1 1/2" 6" 1" (1/4) (1/4)SHOP WELD GALV. AND POWDER COAT 1" GAP BETWEEN BOTTOM PLATE AND FINISH GRADE CONC. FOOTING 1"Ã˜ SMOOTH A36 ROD w/ 6" LONG THREADED SECTION EMBEDDED IN SIMPSON SET XP IN CONC. FOOTINGEQEQ 6"1 1/2" 1 1 LONGITUDINAL REINF. #4 STIRRUPS PROVIDE (3) #4 STIRRUPS @ 3"o.c. AT TOP OF FOOTING PLATE PER LIGHT POLE DETAILS POLE DETAILS EXTENSION PER LIGHT LIGHT POLE DETAILS EMBED INTO F OOTING PER BOLTS PER LIGHT POLE DETAILS TYP. 3" CLR. PROPOSED PAVING, SEE CIVIL DRAWING FOR ADDITIONAL INFORMATION TOP OF PAVING 1" CHAMFERED EDGE 2' - 0" "H" (SEE NOTE) NOTE: H = 8'-0" AT 33 FT. TALL TYPE "L1" LIGHTPOLE. H = 6'-0" AT 16 FT. TALL TYPE "L2" LIGHTPOLE. TYP. 3"BOLTS REF. LIGHTING DRAWINGS CL POLE = CL FOOTING #4 STIRRUP @ 12" o.c. (6) #5 LONGITUDINAL REINF. DETAIL REF. ELEVATION BOULDER REF. LANDSCAPE DWG. ASPHALT PLACE BOULDER ON COMPACTED ASPHALT SUBGRADE BASE FINISH GRADE STEEL PICKET, TYP. REF. LANDSCAPE DWG. 12 S503 TYP. FINISH GRADE TYP. 4" TYP. 3"TYP. 4" (4) 1/4"Ã˜ GALV. LAG SCREWS AT CL HORIZ. LEG EQUALLY SPACED w/ 4" EMBED 10" THICK x 24" WIDE CAST-IN-PLACE CONC. FOOTING WOOD TABLE REF. LANDSCAPE 10" #4 @ 12" o.c. (5) #4 CONT. REF. 4/S503 AT CONC. FOOTING AND 13/S503 AT ASPHALT 4 S503 1/4" THICK BENT PL 1 CAST-IN-PLACE CONCRETE SHAFT FOUNDATION AT ALL SWING POSTS PRESSURE TREATED 8x8 POST FINISH GRADE SIMPSON MPB88Z MOMENT POST BASE 5' - 0" 1' - 6" 6 S503 REF. LANDSCAPE DRAWINGS FOR COVER 1" CHAMFERED EDGE 4" 8" CL PICKET (1) #3 x CONT. THRU 5/8"Ã˜ HOLE IN PICKET STEEL PICKET -REF. LANDSCAPE DWGS. 2" 1" CONTINUOUS 12 INCH WIDE, UNREINFORCED CONCRETE FOOTING, CENTERED UNDER FENCE. CAST ON UNDISTURBED MATERIAL ASPHALT PAVING REF. CIVIL / LANDSCAPE PLANS BENCH / TABLE SUPPORT PL (1/4) (1/4)SHOP WELD GALV. AND POWDER COAT 1"Ã˜ SMOOTH A36 ROD ASPHALT ANCHOR w/ MIN. 100 LB TENSION CAPACITY. EMBEDDED SECTION OF ANCHOR MAY BE THREADED AT CONTRACTOR'S OPTION 6" 1" 1" GAP BETWEEN BOTTOM OF PLATE AND TOP OF ASPHALT FINISH GRADE REF. LANDSCAPE DWG. MIN. 12" THICK COMPACTED BASE REF. 1/S501 FOR COMPACTION REQUIREMENTS BOULDER REF. LANDSCAPE DWG. 1' - 0" TYP. 4" ALL SIDES 6" TYP. Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50%19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90%5 March 2021 DD 100%19 March 2021 CD 50%29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100%20 May 2022 As indicated 5/ 2 0 / 2 0 2 2 9 : 4 5 : 3 6 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S503 CONCRETE DETAILS 1 1/2" = 1'-0"1 WATER FEATURE SLAB ON GRADE 1 1/2" = 1'-0"2 WATER FEATURE SLAB ON GRADE 1 1/2" = 1'-0"3 TYP. BENCH FOOTING 1 1/2" = 1'-0"4 BENCH / TABLE FOOTING SECTION 1" = 1'-0"5 LIGHT POLE FOOTING ELEVATION N.T.S.6 FOUNDATION PLAN VIEW 1" = 1'-0"7 BOULDER FOUNDATION AT ASPHALT 1" = 1'-0"8 PICKET FENCE FOUNDATION 1" = 1'-0"9 TABLE FOUNDATION 1" = 1'-0"11 SWING FOUNDATION 1 1/2" = 1'-0"12 PICKET FENCE FOUNDATION 3" = 1'-0"13 BENCH/TABLE CONN. AT ASPHALT (NON-ASPHALT GRADE) (NON-ASPHALT GRADE) 1" = 1'-0"10 BOULDER ON AGGREGATE BASE 1 1 1 3 100% CD 20 May 2022 3 RFI 77 RFI 96 BEAM POCKET VOID, SIZED TO ACCOMMODATE BEAM PLACEMENT GROUT SOLID MASONRY FACE SHELL AT POCKET CMU WALL REF. PLAN METAL ROOF DECK REF. PLAN SPANS OPP. DIRECTION AT SOME LOCATIONS LEDGER BEYOND TYP. 5/16 5/16 WF BEAM w/ 5" MIN. BEARING ON EMBEDDED PL REF. PLAN PL 3/8x5x1'-0" w/ (2) 3/8"Ã˜ HEADED ANCHOR BOLTS @ 8" o.c. w/ 4" MIN. EMBEDMENT w/ 4" MIN. PROJECTION AND LEVELING NUTS 1 1/2" NON-SHRINK GROUT 1/2" (2) #5 x6'-0" IN BOND BEAM BELOW BEAM POCKET WALL PARAPET WHERE OCCURS TOP OF WALL EL. REF. PLAN PARAPET FLASHING REF. ARCH. CONTINUOUS BOND BEAM METAL DECK REF. PLAN WF BEAM REF. PLAN CL OF BEAM DECK ATTACHMENT TO SUPPORT REF. NOTE 1 ON 2/S201 1 1/2" -TYPE HSB ROOF DECK REINFORCED OPENINGS: 1 1/2" -TYPE HSB ROOF DECK 4 1/2" DIA. MAX. ROUND OPENING LOCATED IN DECK HIGH FLUTE L2x2x3/16 w/ (2) #10 SELF DRILLING SCREWS AT EACH LOW FLUTE EACH SIDE OF OPENING CENTERED ON LOW FLUTE AS SHOWN ROUND OR SQUARE OPENING THRU (1) DECK LOW FLUTE 9" DIA. MAX. EACH SIDE EXTEND (2) FLUTES MIN. BEYOND OPENING 1"Ã˜ GALV THRU. BOLT -TYP. 8x8 PRESSURE TREATED BEAM 1' - 4" 4"3 3/4" 8" 3 3/4" 8" PL 3/8 SEAT (GALV.) PL 3/8 EACH SIDE (GALV.) PL 3/8 TYP. (GALV.) PRESSURE TREATED POST - REF. SWING FOUNDATION DETAILS FOR ADDITIONAL INFO. NOTE: REF. LANDSCAPE DRAWINGS AND SPECS. FOR POWDER COATING REQUIREMENTS. 5 S601 6 S601 P.T. BEAM STEEL PLATE TYP. 5/16 GALV. TYP. SWING P.T. POST STEEL PLATE TYP. (1/4) TYP. GRIND SMOOTH AND GALV. Universal Plaza 9100 SW Burnham St Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Fluidity -Water Feature Design & Engineering 3780 Wilshire Blvd., Ste. 230 Los Angeles, CA 90010 213.739.9291 KPFF -Civil Engineering KPFF -Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface -Electrical Engineering Interface -Lighting Design Interface -Mechanical Engineering Interface -Structural Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates -Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% 19 February 2021 SC A L E DR A W I N G N O . DR A W I N G T I T L E PL O T DA T E [WHEN PRINTED ON "30X42" SHEET] IS S U E S RE V I S I O N S CO N S U L T A N T P R O J E C T I D Rios, INCÂ© 20 May 2022 DD 90% 5 March 2021 DD 100% 19 March 2021 CD 50% 29 October 2021 28 January 2022ISSUE FOR PERMIT 19345 kpff: 10022000018-R20 1 ADDENDUM 1 9 February 2022 DIGITALLY SIGNED 05/20/2022 06/30/2022 CD 100% 20 May 2022 As indicated 5/ 1 8 / 2 0 2 2 9 : 0 9 : 1 2 A M C: \ 1 R E V I T \ 1 0 0 2 2 0 0 0 0 1 8 _ t h o n g . l a m @ k p f f . c o m . r v t S601 WOOD/STEEL DETAILS 1" = 1'-0"1 TYP. WF ROOF BEAM TO CMU WALL CONNECTION 1 1/2" = 1'-0"2 TYP. ROOF DECK TO BEAM DETAIL 1" = 1'-0"3 TYP. ROOF DECK REINFORCING AT HOLES 1" = 1'-0"4 SWING BEAM CONNECTION 3" = 1'-0"5 SWING BEAM CONN. SECTION 3" = 1'-0"6 SWING POST CONN. SECTION RFI 40 Client Location Project Narrative Scope of Responsibility Braille Translation & ADA Compliance Fabricator Structural Engineering Design intent by RCH Engineering by Fabricator Permitting Fabricator Tigard, Oregon | January 28, 2022 | Design Intent 90% Tigard Universal Plaza EGD Area Map Peter Emerson peter@rios.com RIOS 3101 W Exposition Place Los Angeles, CA 90018 Tel: 323.785.1800 www.RIOS.com Landscape ARIOSitect Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG2.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent See General notes for additional submittal requirements Table of Contents Table of Contents REQUESTED MOCKUPS See drawing page for details/notes SIGN TYPE FULL/PARTIAL R1 Tactile Room ID Full A1 Monument Sign Partial SG1 Project Information SG2 Table of Contents SG3 Materials, Colors, Typography Sign Location Plans SG4 Site Amenity SG5 A1 Monument Sign SG8 A2 Ground Graphics SG11 A3 Interpretive Sign SG12 A4 Mural SG14 A5 Water Rules Regulatory SG15 R1 Tactile Room ID SG16 R2 Restroom ID SG17 R3 Park Rules Sign Schedule SG18 Sign Schedule General Notes SG19 General Notes Page #Sign #Sign Type Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG3.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes Materials, Colors & Typography 1. 4â€x6â€ sample of each material. 2. 4â€x6â€ color drawdown of all colors on 1/16â€ material. Materials Colors CA Grade II Braille Intergral WhiteM2 3Form Chroma XT GoldenM12 (NOT USED)M18 3Form Chroma XT TurtleM11 (NOT USED)M17 Symbols Typefaces DE5307 RIPE PUMPKIN EGGSHELL C5 DE5404 HIGHLIGHTER EGGSHELL C4 DE5739 MONTEGO BAY EGGSHELL C6 DE5201 SWEET POTATO EGGSHELL C3 MP08339 PETER O TEAL Satin C2 1/2â€ Aluminum Direct Embed PowdercoatedM6 3Form Chroma XT KiltM10 (NOT USED)M16 3Form Chroma XT CapriM9 (NOT USED)M15 3Form Chroma XT PersianM8 3Form Chroma XT MatisseM14 3Form Chroma XT VeniceM7 3Form Chroma XT LollipopM13 (NOTE USED)M5 1â€ SQ Tube Steel. PowdercoatedM4 1/2â€ Metal RodM3 1/4â€ Aluminum Direct Embed PowdercoatedM1 SWARCO THERMOPLASTIC WHITEC12 (NOT USED)C18 SWARCO THERMOPLASTIC YELLOW (CUSTOM)C11 (NOT USED)C17 SWARCO THERMOPLASTIC LIGHT ORANGE (CUSTOM)C10 (NOT USED)C16 SWARCO THERMOPLASTIC ORANGE (CUSTOM)C9 (NOT USED)C15 DUNN EDWARDS ORANGE EGGSHELL C8 SWARCO THERMOPLASTIC DARK GREEN (CUSTOM)C14 DEA179 ENCHANTING IVY EGGSHELL C7 SWARCO THERMOPLASTIC BLUE GREEN (CUSTOM)C13MP11185 RELL SUN Satin C1 ITC Avant Garde Gothic Pro, Bold Univers, Bold ITC Avant Garde Gothic Pro, Medium Univers, Bold Cond. ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 > >>> FL O O D P L A I N EL E V A T I O N FLO O D P L A I N ELE V A T I O N 5629152.00EL 5631151.70EL 1702151.51FF HARDSCAPE PLAN 25 January 2022 1" = 10' L2.10 19345 Universal Plaza 9100 SW Burnham St.Tigard, OR97223 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering724 S Spring St., Ste. 1401Los Angeles, CA 90014213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600Portland, OR 97204503.542.3860 Interface - Electrical EngineeringInterface - Lighting DesignInterface - Mechanical EngineeringInterface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 DD 50%DD 90%DD 100%CD 50%CD 90% 19 February 20215 March 202119 March 202129 October 2021 28 January 2022 EDGES & CURBS SYMBOL DESCRIPTION DETAIL METAL EDGING 1,2/L5.10 FENCE SYMBOL DESCRIPTION DETAIL METAL PICKET FENCE 1/L5.50 PAVING SYMBOL DESCRIPTION DETAIL DECOMPOSED GRANITE ASPHALT PAVING 1/C-900 POROUS ASPHALT 4/C-904 CHIPSEAL SITE AMENITIES SYMBOL DESCRIPTION DETAIL WOOD TIMBER BENCH A 1/L5.60 WOOD TIMBER BENCH B 2/L5.60 WOOD TIMBER BENCH C 1/L5.61 WOOD TIMBER BENCH D 1/L5.62 WOOD TIMBER BENCH E 1/L5.63 WOOD TIMBER BENCH F 1/L5.64 HARDSCAPE SCHEDULE WOOD TIMBER BENCH G 1/L5.65 PORCH SWING A 1/L5.80 PORCH SWING B 1/L5.80 WOOD TABLE A 2/L5.72 WOOD TABLE B 1/L5.71 WOOD TABLE C 1/L5.72 WOOD TABLE D 1/L5.73 WOOD TABLE E 1/L5.74 WOOD TABLE F 1/L5.75 CUSTOM TABLE STOOL 2/L5.75 CUSTOM TABLE BENCH 3/L5.75 SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL RECYLING SYSTEM 3/L5.90 BIKE RACK 2/L5.90 BOLLARDS 1/L5.90 BOULDER S 3,4,5/L5.10 BOULDER M 3,4,5/L5.10 BOULDER L 3,4,5/L5.10 OUTDOOR DRINKING FOUNTAIN& BOTTLE REFILLER 4/L5.90 SYMBOL DESCRIPTION POLE MOUNTED LUMINARIES WITH DEVICES AND CONC.FOOTING, SEE E1.00, 5/S503 INTERACTIVE WATER FEATURE; SEE W1.10 RESTROOM & CONCESSION BUILDING; SEE A2.01 EXTENTS OF FUTURE ARCH. IMPROVEMENTS (N.I.S.) IN-GRADE PATH LIGHT, SEE E6.01 ELECTRICAL OUTLET, SEE E1.00 STORMWATER MANAGEMENT FACILITY; SEE C-600, C-601, C-904 FUTURE BOARDWALK TO FANNO CREEK TRAIL (N.I.S.) EXTENTS OF FUTURE OVERHEAD CANOPY (N.I.S.) PEDESTRIAN STYLE LUMINARIES WITH CONC. FOOTING, SEEE1.00, 5/S503 TREE UPLIGHT, SEE E1.00 EXTENTS OF WATER FEATURE TANK BELOW, SEE W1.81, W1.82,W1.83, W1.84 INTERPRETIVE SIGN, SEE SG14.0 IN-GRADE HOSE BIB, SEE C-500 MONUMENT SIGNAGE W/ WOOD SEATING, SEE SG5.0 INTERPRETIVE SIGN, SEE SIGNAGE DWGS KEYNOTE SCHEDULE R1.04 R2.02 R2.01 R2.03 R2.04 R1.02 R3.02 R3.01 R1.01 R1.03 A1.01 A2.01 A5.01 A3.01 A4.01 Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG4.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Site Location Plan 1 SGXX Front Elevation Scale: 3/4"=1'-0"1 Plan View Scale: 3/4"=1'-0"2 TIMBER BENCH BY OTHERS LINEAR LED ROUTED LETTERS 1/4â€ DEEP CUSTOM PAINTED BENCH LEGBY OTHERS METAL TUBE ALIGNED WITH RODS TO ADD RIGIDITY, ENGINEERING BY FABRICATOR METAL TUBE AND FOOTING, ENGINEERING BY FABRICATOR METAL RODS THREADED THROUGH EACH PANEL AS NEEDED FOR STRUCTURAL RIGIDITY, ENGINEERING BY FABRICATOR SAMPLE AREA. SEE NOTES FOR DETAILS M7 M10 M9M8 M4 M3 2 SG7 1' - 6 " V . I . F . 4' - 0 " 11'-3"3" 4'-0"4'-0" 4'-0"4'-0" 1'-0" 1'-0" 9'-0" 9'-0" 4" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG5.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes 1. SAMPLE - 18â€ SQ mockup of material and threaded rods. Minimum 4 layers. A1 Monument Sign Front Elevation Scale: 3/4"=1'-0"1 M14M13M12M11 Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG6.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A1 Monument Sign, Color Alt 1 SG7 Front Elevation Scale: 3/4"=1'-0"1 Plan View Scale: 3/4"=1'-0"2 TIMBER BENCH BY OTHERS LINEAR LED ROUTED LETTERS 1/4â€ DEEP TIMBER BENCH AND LEG BY OTHERS METAL TUBE ALIGNED WITH RODS TO ADD RIGIDITY, ENGINEERING BY FABRICATOR METAL TUBE AND FOOTING, ENGINEERING BY FABRICATOR M4 C15C16 C18C17 SAMPLE AREA. SEE NOTES FOR DETAILS 2 SG7 1' - 6 " V . I . F . 4' - 0 " 11'-3"3" 4 1/8" 4'-0"1'-0"4'-0" 10 " 9'-0" 4'-0"1'-0"4'-0" 10 " 9'-0" 1. SAMPLE - Etch and fill sample of Tigard logo and â€œUNIâ€ on timber bench or approximate sample for color verification. Sample to include 3 alt versions - 1) All black infil 2) All white infill 3) All natural etching. Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG6.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent 07/26/22 100% DI Updates Notes A1 Monument Sign Section Scale: 1 1/2"=1'-0"1 Routed Letters Detail Scale: 3"=1'-0"2 M3 M6 RODS THREADED THROUGH EACH PANEL AS NEEDED FOR STRUCTURAL RIGIDITY, ENGINEERING BY FABRICATOR NOTE: LOGO PLACEMENT TBD. FINAL ARTWORK BY RIOS. 3FORM CHROMA XT PANELS OR SIMILAR WITH RIOS APPROVAL SPACERS FROM 3FORM CHROMA XT PANELS OR SIMILAR WITH RIOS APPROVAL METAL BASEPLATE WITH L BRACKETS MECHANICALLY FASTENED TO PANELS. ROD TO EMBED INTO TIMBER BENCH FOR ADDED RIGIDITY LED WALL WASH STRIP LIGHT EMBEDDED IN PAVEMENT. LED LINEAR KALYPSO IP67 OR SIMILAR WITH RIOS APPROVAL 1" TYP.1" 2" 2" 2 3 / 8 " 2'-7 1/2" 5 1/2" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG7.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A1 Monument Sign Detail C16 C19 C20 C19 Section Scale: 1 1/2"=1'-0"1 Routed Letters Detail Scale: 3"=1'-0"2 M4 1/8â€ THICK PAINTED ALUMINUM FABRICATED BODY. ALL HARDWARE PAINTED TO MATCH. HARDWARE TO BE PLACED IN A MANNER TO MINIMIZE VISIBILITY NOTE: LETTERS AND LOGO TO BE ETCH AND FILL. CABINET MECHANICALY FASTENED TO BENCH. ALL NECESSARY WATER PROOFING TO BE APPLIED. NOTE: FABRICATOR TO ENSURE ALL NECESSARY ATTACHMENT POINTS FOR STRUCTURAL STABILITY OF CABINETS 1â€x1â€ METAL TUBE INNER FRAME. NOTE: LAYOUT SHOWN FOR INTENT ONLY. ENGINEERING BY FABRICATOR. THREDED BOLT EMBEDDED IN TIMBER BENCH TO SECURE CABINET AS NECESSARY. LED WALL WASH STRIP LIGHT EMBEDDED IN PAVEMENT. LED LINEAR KALYPSO IP67 OR SIMILAR WITH RIOS APPROVAL 10" 2" 10" 2" 2 3/8" 2'-0 1/8"4 3/4" 5 1/8" 2 5/8" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG7.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent 07/26/22 100% DI Updates Notes A1 Monument Sign Detail Not For Construction Sheet And Subtitle Drawing Number Project Id Drawing Title Date Document Client Project SGSK1 0813 Food Emporium Block 37 1 West Randolph St. Chicago, Il 60601 Il Food Emporium Jv Llc Owner 33 South State St. Chicago, Il 60603 02/20/19 50% Design Development 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Site Plan Scale: 1/32"=1'-0"2 Color Callouts Scale: NTS2 Shapes Scale: 1/16"=1'-0"1 > >>> FL O O D P L A I N ELE V A T I O N FLO O D P L A I N ELE V A T I O N 5629152.00EL 5631151.70EL 1702151.51FF HARDSCAPE PLAN 25 January 2022 1" = 10' L2.10 19345 Universal Plaza 9100 SW Burnham St.Tigard, OR97223 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering724 S Spring St., Ste. 1401Los Angeles, CA 90014213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600Portland, OR 97204503.542.3860 Interface - Electrical EngineeringInterface - Lighting DesignInterface - Mechanical EngineeringInterface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 DD 50%DD 90%DD 100%CD 50%CD 90% 19 February 20215 March 202119 March 202129 October 2021 28 January 2022 EDGES & CURBS SYMBOL DESCRIPTION DETAIL METAL EDGING 1,2/L5.10 FENCE SYMBOL DESCRIPTION DETAIL METAL PICKET FENCE 1/L5.50 PAVING SYMBOL DESCRIPTION DETAIL DECOMPOSED GRANITE ASPHALT PAVING 1/C-900 POROUS ASPHALT 4/C-904 CHIPSEAL SITE AMENITIES SYMBOL DESCRIPTION DETAIL WOOD TIMBER BENCH A 1/L5.60 WOOD TIMBER BENCH B 2/L5.60 WOOD TIMBER BENCH C 1/L5.61 WOOD TIMBER BENCH D 1/L5.62 WOOD TIMBER BENCH E 1/L5.63 WOOD TIMBER BENCH F 1/L5.64 HARDSCAPE SCHEDULE WOOD TIMBER BENCH G 1/L5.65 PORCH SWING A 1/L5.80 PORCH SWING B 1/L5.80 WOOD TABLE A 2/L5.72 WOOD TABLE B 1/L5.71 WOOD TABLE C 1/L5.72 WOOD TABLE D 1/L5.73 WOOD TABLE E 1/L5.74 WOOD TABLE F 1/L5.75 CUSTOM TABLE STOOL 2/L5.75 CUSTOM TABLE BENCH 3/L5.75 SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL RECYLING SYSTEM 3/L5.90 BIKE RACK 2/L5.90 BOLLARDS 1/L5.90 BOULDER S 3,4,5/L5.10 BOULDER M 3,4,5/L5.10 BOULDER L 3,4,5/L5.10 OUTDOOR DRINKING FOUNTAIN& BOTTLE REFILLER 4/L5.90 SYMBOL DESCRIPTION POLE MOUNTED LUMINARIES WITH DEVICES AND CONC.FOOTING, SEE E1.00, 5/S503 INTERACTIVE WATER FEATURE; SEE W1.10 RESTROOM & CONCESSION BUILDING; SEE A2.01 EXTENTS OF FUTURE ARCH. IMPROVEMENTS (N.I.S.) IN-GRADE PATH LIGHT, SEE E6.01 ELECTRICAL OUTLET, SEE E1.00 STORMWATER MANAGEMENT FACILITY; SEE C-600, C-601, C-904 FUTURE BOARDWALK TO FANNO CREEK TRAIL (N.I.S.) EXTENTS OF FUTURE OVERHEAD CANOPY (N.I.S.) PEDESTRIAN STYLE LUMINARIES WITH CONC. FOOTING, SEEE1.00, 5/S503 TREE UPLIGHT, SEE E1.00 EXTENTS OF WATER FEATURE TANK BELOW, SEE W1.81, W1.82,W1.83, W1.84 INTERPRETIVE SIGN, SEE SG14.0 IN-GRADE HOSE BIB, SEE C-500 MONUMENT SIGNAGE W/ WOOD SEATING, SEE SG5.0 INTERPRETIVE SIGN, SEE SIGNAGE DWGS KEYNOTE SCHEDULE FA N N O C R E E K FA NN O C R E EK FANNO CREEKF A O N N EM C B E R A C9 C10 C11 C12 C13 C14 3'-9" 4'-4" 2'-1" 2'-1" 2'-1" 2'-1" 3'-5" 3'-5" 3'-2" 3'-8" 2'-10" 2'-10" 2'-1" 2'-5" 4'-1" 4'-2" 4'-2" 4'-2"3'-10" 3'-3" 3'-10" 3'-3" 4'-6" 3'-9" 4'-2" 4'-2" S1 S2 S3 C1 C2 C3 L1 L2 T1 T2 T3 U1 U2 U3 U4 6'-8" 9" 3'-4" 9" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG8.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A2 Ground Graphics ADD/ALT C1 S2 S2 S2 C1 T1 T2 C2 T2 T3 T3 T3 U4 T3 T3 C3 S3 T3 T3 S3 T3 T3 S1 S3 S2 S3 C3 U1 U3 C2C3 C2 C2 C3 C2 C2 C2C3 C1 C1 C1 Not For Construction Sheet And Subtitle Drawing Number Project Id Drawing Title Date Document Client Project SGSK1 0813 Food Emporium Block 37 1 West Randolph St. Chicago, Il 60601 Il Food Emporium Jv Llc Owner 33 South State St. Chicago, Il 60603 02/20/19 50% Design Development 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Site Plan Scale: 1/32"=1'-0"2 Shapes Scale: 1/16"=1'-0"1 > >>> FL O O D P L A I N ELE V A T I O N FLO O D P L A I N ELE V A T I O N 5629152.00EL 5631151.70EL 1702151.51FF HARDSCAPE PLAN 25 January 2022 1" = 10' L2.10 19345 Universal Plaza 9100 SW Burnham St.Tigard, OR97223 3101 W EXPOSITION PLACELOS ANGELES, CA 90018PH: 323.785.1800FAX: 323.785.1801rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering724 S Spring St., Ste. 1401Los Angeles, CA 90014213.739.9291 KPFF - Civil EngineeringKPFF - Structural Engineering111 SW Fifth Ave., Ste. 2600Portland, OR 97204503.542.3860 Interface - Electrical EngineeringInterface - Lighting DesignInterface - Mechanical EngineeringInterface - Plumbing Engineering100 SW Main St., Ste. 1600Portland, OR 97204503.382.2266 Sweeney & Associates - Irrigation Design38730 Sky Canyon Dr., Ste. CMurrieta, CA 92563951.461.6830 DD 50%DD 90%DD 100%CD 50%CD 90% 19 February 20215 March 202119 March 202129 October 2021 28 January 2022 EDGES & CURBS SYMBOL DESCRIPTION DETAIL METAL EDGING 1,2/L5.10 FENCE SYMBOL DESCRIPTION DETAIL METAL PICKET FENCE 1/L5.50 PAVING SYMBOL DESCRIPTION DETAIL DECOMPOSED GRANITE ASPHALT PAVING 1/C-900 POROUS ASPHALT 4/C-904 CHIPSEAL SITE AMENITIES SYMBOL DESCRIPTION DETAIL WOOD TIMBER BENCH A 1/L5.60 WOOD TIMBER BENCH B 2/L5.60 WOOD TIMBER BENCH C 1/L5.61 WOOD TIMBER BENCH D 1/L5.62 WOOD TIMBER BENCH E 1/L5.63 WOOD TIMBER BENCH F 1/L5.64 HARDSCAPE SCHEDULE WOOD TIMBER BENCH G 1/L5.65 PORCH SWING A 1/L5.80 PORCH SWING B 1/L5.80 WOOD TABLE A 2/L5.72 WOOD TABLE B 1/L5.71 WOOD TABLE C 1/L5.72 WOOD TABLE D 1/L5.73 WOOD TABLE E 1/L5.74 WOOD TABLE F 1/L5.75 CUSTOM TABLE STOOL 2/L5.75 CUSTOM TABLE BENCH 3/L5.75 SITE FURNISHINGS SYMBOL DESCRIPTION DETAIL RECYLING SYSTEM 3/L5.90 BIKE RACK 2/L5.90 BOLLARDS 1/L5.90 BOULDER S 3,4,5/L5.10 BOULDER M 3,4,5/L5.10 BOULDER L 3,4,5/L5.10 OUTDOOR DRINKING FOUNTAIN& BOTTLE REFILLER 4/L5.90 SYMBOL DESCRIPTION POLE MOUNTED LUMINARIES WITH DEVICES AND CONC.FOOTING, SEE E1.00, 5/S503 INTERACTIVE WATER FEATURE; SEE W1.10 RESTROOM & CONCESSION BUILDING; SEE A2.01 EXTENTS OF FUTURE ARCH. IMPROVEMENTS (N.I.S.) IN-GRADE PATH LIGHT, SEE E6.01 ELECTRICAL OUTLET, SEE E1.00 STORMWATER MANAGEMENT FACILITY; SEE C-600, C-601, C-904 FUTURE BOARDWALK TO FANNO CREEK TRAIL (N.I.S.) EXTENTS OF FUTURE OVERHEAD CANOPY (N.I.S.) PEDESTRIAN STYLE LUMINARIES WITH CONC. FOOTING, SEEE1.00, 5/S503 TREE UPLIGHT, SEE E1.00 EXTENTS OF WATER FEATURE TANK BELOW, SEE W1.81, W1.82,W1.83, W1.84 INTERPRETIVE SIGN, SEE SG14.0 IN-GRADE HOSE BIB, SEE C-500 MONUMENT SIGNAGE W/ WOOD SEATING, SEE SG5.0 INTERPRETIVE SIGN, SEE SIGNAGE DWGS KEYNOTE SCHEDULE DOWNTO W N F A NN O C R E E K FANNO CREEKF A O N N EM C B E R A A S H A V E N U E D O G P A R K N FA N N O C R E E K Note: All texts and arrows are on page SG10 L3 L4 L5 L6 L7 L8 L9 Srtoke width: 7" Srtoke width: 7" Srtoke width: 7" 7" 7" 7" 3'-4"1'-4" 11" 5"5" 7" Ã˜ 3'-1" Ã˜ 1'-3" Ã˜ 6'-4" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG9.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A2 Ground Graphics, Contâ€™d ADD/ALT L8 L8 L4 L6 L4 L4 L4 L4 L6L6 L6 L6 L6 L6 L6 L4 L4 L8 L9 L3 L3 D2 D5 L5 L3 L3 L7 L9 L4 L8 L6 L3 L3 D4 D1 D6 D3 L3 L4D7 L3 L9 Not For Construction Sheet And Subtitle Drawing Number Project Id Drawing Title Date Document Client Project SGSK1 0813 Food Emporium Block 37 1 West Randolph St. Chicago, Il 60601 Il Food Emporium Jv Llc Owner 33 South State St. Chicago, Il 60603 02/20/19 50% Design Development 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Directional Scale: 1/4"=1'-0"D2 Directional Scale: 1/4"=1'-0"D4 Directional Scale: 1/4"=1'-0"D1 Directional Scale: 1/4"=1'-0"D6 Directional Scale: 1/4"=1'-0"D3 Directional Scale: 1/4"=1'-0"D7 Directional Scale: 1/4"=1'-0"D5 25'-5 1/4" 18'-0 3/4" 16'-4" 16'-10 1/2" 14'-2 3/4" 9'-7 1/2" 22'-10 3/4" 6'-4 1/2" 3'-5 3/4" 2'-4 1/2"2'-4 3/4" 2'-4 3/4" 2'-4 3/4" 2'-4 3/4" 2'-4 1/4" 6 3/4"1'-0 1/4" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG10.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A2 Ground Graphics, Contâ€™d ADD/ALT ARTWORK FPO 3'-6" This area oers great bird watching. Settle in, get quiet, and watch the drama unfold. But please donâ€™t eat the bugs. This is your â€œwildâ€ neighborâ€™s grocery store. This water quality facility protects precious water resources. When it rains, stormwater washes over streets, roofs, lawns and parking lots picking up oil, sediment, pesticides, grease and chemicals that can pollute our Fanno Creek and downstream to the Tualatin River. Water collects in the pond where wetland plants filter out pollutants. The clean water is then slowly released back into our stream system. This also helps prevent stream erosion. Cleaning water the natural way Nature at Work A home for the birds For more information, visit www.tigard-or.gov/stormwater MECHANICALLY FASTEND TO FENCE POST ALUMINUM PANEL WITH DIRECT EMBED POWDERCOAT WITH CUSTOM ARTWORK FENCING BY OTHERS FINAL PLACEMENT OF PANEL TO BE LOCATED ON SITE MOUNTING BRACKET CENTERED ON POST WELDED AT 45 DEGREE ANGLE DIRECT EMBED POWDERCOAT ALUMINUM PANEL & MOUTING BRACKET ARTWORK PFO. FINAL ARTWORK BY RIOS. Context Elevation Scale: 1"=1'-0"1Side View Scale: 1"=1'-0"2 Artwork Sample Scale: 1 1/2"=1'-0"3 2 - M6 M6 1 3 / 4 " 1 3 / 8 " 1/ 2 " 1'- 1 0 " 3'-6" 3'- 6 " 3 3/4" 10 1 / 2 " 3'- 6 " 4'- 6 1 / 4 " Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG11.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A3 Interpretive Sign N 45Â° 25.69914 / W 122Â° 46.12602' Context Elevation Scale: 1/2"=1'-0"1 10 ' - 0 " V. I . F . NOTE: ARTWORK PFO. FINAL ARTWORK BY RIOS BASE COLOR BY OTHERS ARTWORK WITH UP TO 5 COLORS WITH SIMPLE COMPLEXITY C3 C4 C5 C6 PAINT TO ALIGN OVER WALL, DOOR, AND FRAME SURFACES 22'-8" V.I.F. SIGN TYPE REMOVED Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG12.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A4 Mural Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Context Elevation Scale: 1/2"=1'-0"1 NOTE: ARTWORK PFO. FINAL ARTWORK BY RIOS NOTE: ARTWORK PFO. FINAL ARTWORK BY RIOS TO EDGE OF ARTWORK ON ADJACENT WALL SURFACE BASE COLOR BY OTHERS PAINT TO ALIGN OVER WALL, DOOR, AND FRAME SURFACES ARTWORK WITH UP TO 5 COLORS WITH SIMPLE COMPLEXITY C3 C4 C5 C6 19'-4 1/2" V.I.F.7'-2" 9' - 8 1/4" SIGN TYPE REMOVED Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG13.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A4 Mural, ALT WATER FOUNTAIN RULES 1. Lorem ipsum dolor 2. dolore magna aliquam erat volutpat. 3. Duis autem vel eum iriure dolor 2 Sign Elevation Scale: 3"=1'-0"1 Typical Context Elevation Scale: 1/2"=1'-0" WATER FEATURE RULES & INFO: AWAITING CONTENT FROM FLUIDITY NOTE: ARTWORK PFO. FINAL ARTWORK BY RIOS. 2 - 1 SG15 ROOM ID SHOWN FOR REFERENCE ONLY M1 C1C2 2' - 0 " 2'-0" 6' - 2 " 3'-4" FLUSH-MOUNTEDTO WALL W/ VHB TAPE &SILICONE ADHESIVEAS NEEDED POWDERCOATED SIGN WITH DIGITALLY PRINTED GRAPHICS Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG14.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes A5 Water Rules Sign Elevation Scale: 6"=1'-0"3Side Elevation Scale: 6"=1'-0"2 PLUMBING CHASE POWDERCOATED SIGN WITH 3D PRINTED TACTILE SYMBOL, COPY, AND BRAILLE M1 C1 C1 C2 FLUSH-MOUNTED TO WALL W/ VHB TAPE &SILICONE ADHESIVEAS NEEDED TACTILE COPY CAL. GRADE II BRAILLE 6 1/4" 4" 1/2" 5/8" 3/8" 1/2" 1/2" 1/4" 1/4" Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG15.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes R1 Tactile ID OPENOPEN 2'- 1 0 " R1.01R1.02R1.03R1.04 RESTROOM RESTROOM 3 1 / 2 " 1 1 / 2 " 5/ 8 " 3/ 8 " FLUSH-MOUNTED TO WALL W/ VHB TAPE & SILICONE ADHESIVE AS NEEDED POWDERCOATED SIGN WITH 3D PRINTED TACTILE SYMBOL, COPY, AND BRAILLE TACTILE COPY 3D PRINTED CA. GRADE II BRAILLE 6 1/4" 8" 1/4" Non-ADA Restroom Scale: 1 1/2"=1'-0"4 Sign Elevation Scale: 6"=1'-0"3 Context Elevation Scale: 1/4"=1'-0"1Side Elevation Scale: 6"=1'-0"2 M1 C1 C2 Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG16.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes R2 Restroom ID PARK RULES: Enjoy the park Listen to nature Breath the fresh air No smoking/vaping No alcohol (except by permit) No unauthorized concessions or sales No rollerblading/skateboarding Firearms or fireworks prohibited No destruction of property No littering OPEN DAILYSUNRISE - SUNSET 2 Sign Elevation Scale: 3"=1'-0"1 Typical Context Elevation Scale: 1/2"=1'-0" NOTE: ARTWORK PFO. FINAL ARTWORK BY RIOS 2 - 1 SG15 SECURITY SCREWS. PANEL TO BE MECHANI CALLY FASTNED TO WOOD EXTERIOR ROOM ID SHOWN FOR REFERENCE ONLY M1 SECURITY SCREWS 2'- 2 " 6' - 2 " 1'-4" C2C1 3'-4" POWDERCOATED SIGN WITH DIGITALLY PRINTED GRAPHICS SIGN TO BE ALIGNED WITH CMU BLOCK FLUSH-MOUNTED TO WALL W/ VHB TAPE & SILICONE ADHESIVE AS NEEDED Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG17.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes R3 Park Rules SIGN TYPE LOC No.MESSAGE NOTES QTY:1 A1 01 UNIVERSAL PLAZA ROUTED INTO TIMBER BENCH QTY:1 A2 01 SEE ARTWORK QTY:1 A3 01 SEE ARTWORK FINAL ARTWORK BY RIOS QTY:1 A4 01 SEE ARTWORK FINAL ARTWORK BY RIOS QTY:1 A5 01 SEE ARTWORK FINAL ARTWORK BY RIOS R1 Tactile Room ID QTY:4 R1 01 STORAGE R1 02 CONCESSIONS R1 03 ELECTRICAL ROOM R1 04 PLUMBING CHASE R2 Restroom ID QTY:4 R2 01 RESTROOM ADA ACCESIBLE RESTROOM R2 02 RESTROOM R2 03 RESTROOM R2 04 RESTROOM R3 Park Rules QTY:2 R3 01 SEE ARTWORK POLE MOUNTED R3 02 SEE ARTWORK WALL MOUNTED A1 Monument Sign A2 Ground Graphics A3 Interpretive Sign A4 Mural A5 Water Rules Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG18.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent Notes Sign Schedule GENERAL SIGNAGE SPECIFICATIONSThese specifications are provided for the sign, graphic elements and the sign fabricator, and are a supplement and subservient to the general project specifications provided by architect/developer of record. Fabricator is responsible for obtaining and complying with the general project specifications. 1. PERFORMANCE INFORMATION NON-DISCLOSURE AGREEMENT1.1.All ideas, designs, arrangements and plans indicated or presented by these drawings are owned by and are the property of the Developer, and were created, evolved and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any persons, firm, or corporation for any purpose whatsoever without the written permission of Rios Clementi Hale and the Developer. Any and all inquiries in this regard by outside parties should be referred to Rios Clementi Hale. It is required that all original artwork furnished by Rios Clementi Hale be returned upon completion of this project.1.2.For the purpose of this package, the term â€œcontractorâ€ shall mean sign fabricator or sign contractor and the term â€œsignâ€ shall refer to any fabrication, object, or article of furniture described in these drawings and/or specifications. 1.3.The acceptance of these drawings by contracted vendors, bidders, fabricators, or contractors and their agents constitutes agreement to the following conditions: 2. DESIGN INTENT DRAWINGS2.1.Details on drawings indicate a construction/design intent approach for sign structures but do not necessarily include all fabricating details required for the complete structural integrity of the signs. It shall be the responsibility of the contractor to perform the complete structural design of the signs and to incorporate all the reasonable safety factors necessary to protect the Developer, General Contractor, and Rios Clementi Hale against public liability.2.2.Fabrication and installation design: All fabricated signs shall be built to withstand normal maintenance operations and use by Employees/Staff. All signs located in outdoor or other public spaces shall be built to withstand guest abuse or vandalism. 2.3.Electrical Design: Contractor shall specify electrical components to be used to illuminate sign elements. Major, large scale elements may require the involvement of a Licensed Lighting Designer. Final coordination of fixture type quantity and locations to take place between Contractor General Contractor, and Developer, as well as Lighting Designer for suitability in attaining desired appearance and/or effect.2.3.1.Actual installation of lighting fixtures not contained within the sign element(s) must be performed by a licensed electrical contractor (C/O License) or equivalent. 2.3.2.Sign connection to existing electrical power on site, if more than (6) feet from sign element(s), must be performed by a licensed electrical contractor. 2.3.3.Mock-up(s) shall be provided for on-site evaluation to determine the effectiveness of the in-field legibility evaluation to the Approval of the Developer.2.3.4.Submit calculations signed and sealed by a registered professional structural engineer in the State of (Insert State) to Developer for review.2.3.5.Submit calculations by a professional structural engineer that is registered in the State of the project 2.3.6.Submit certification of conformance to UL requirements for sign construction. 2.4.Resulting working drawings, shop drawings and contract documents including permit documents are the sole responsibility of the Contractor in every respect.2.5.Rios Clementi Hale shall review the shop drawings only for conformance with general design intent, and will in no way be responsible or liable for any results of construction from working drawings, material selection, shop drawings, contract documents or any other agreements other than agreement with the Developer authorizing these documents.3. QUALITY ASSURANCE3.1.Quality of Workmanship 3.1.1.The Contractor shall be responsible for the quality and delivery of all materials, and workmanship required for the execution of the contract including the materials and workmanship of any firms or individuals who act as his or her subcontractors. Contractor shall be responsible for providing subcontractors with complete and up-to-date drawings, specifications, graphic schedule and other information issued by Rios Clementi Hale. 3.2.Performance3.2.1.The contractor shall base his or her proposal on the performance of all services, including all items of labor, material and equipment required for the complete fabrication and installation of the specified work within the time frame agreed to by Contractor, Developer and Rios Clementi Hale. 3.3.Dimensions3.3.1.Written dimensions on the drawings shall take precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions shown by these drawings as they relate to actual material sizes, existing construction and related site conditions.3.4.Sign Package Graphics Schedule Illustrations 3.4.1.Copy, quantities and references shown on the Graphics Schedule Illustrations/Matrix shall take precedence over drawings. Specification shall take precedence over the large scale details. The large scale details shall take precedence over the smaller scale drawings. 3.5.Execution3.5.1.In the case of discrepancies, in quantities, dimensions, message, or any other related elements fabricator is to notify Rios Clementi Hale before proceeding further in any operation, in order to resolve the issues in question. It is required that the Contractor not attempt to resolve the discrepancies without consulting Rios Clementi Hale. 3.6.Contractor Recommendations3.6.1.The contractor shall carefully study the detailed drawings for the various signs and make specific recommendations and changes if those changes will improve the quality of any sign. Such recommendations and changes shall be approved in writing by Rios Clementi Hale Studios or their technical representative prior to preparation of shop drawings or fabrication of any samples of signs. 3.7.Artwork3.7.1.Electronic artwork as required by the sign contractor for symbols or custom designed graphic components (i.e. logos, logo types, arrows, or patterns) will be provided in Adobe Illustrator format at a full/scaled percentage of the final size. The appropriate art scan will be provided when necessary. All required copy layouts and text for project sign system is the responsibility of the sign contractor. All enlarging and reducing is the responsibility of the sign contractor. Contractor shall submit an itemized list of all required artwork at time of bid. Rios Clementi Hale cannot provide copies of licensed fonts.3.8.UL Compliance 3.8.1.Complete Underwriters Compliance or approved nationally recognized testing agency, compliance, as required, is the responsibility of the contractor. Contractor shall provide lighting fixtures and electrical components that meet all UL testing lab requirements for safety, operation, construction and are UL-labeled and listed. (Refer to Section II.C for related information.)3.9.Lighting fixtures3.9.1.All lighting fixtures/sources shall emit a color balanced, consistent and uniform light with no browning or other uneven effect.3.10.Electrical Hardware 3.10.1.All transformers and electrical hardware shall be concealed, non-audible and non-visible to pedestrian and vehicular traffic. Provide disconnect switch as required by governing agencies. Confirm with Developer and General Contractor the necessity or desirability of Light Sensor Switches, Day-Night circuit connections, local restrictions on night time area lighting or other conditions that could affect the use and operation of any sign illumination. 3.11.Labeling3.11.1.There shall be no visible labels, manufacturerâ€™s or otherwise, code permitting, on the completed signs. If labels are required, a sample label and intended location along with an explanation of the requirements must be submitted for review by Rios Clementi Hale and Developer review, prior to application and/or installation.3.12.Stock 3.12.1.All material, hardware, electrical components, finish. etc., used to fabricate any and all sign components shall be â€œNEWâ€ (not previously used or operated in any other application) and from the most recent original manufacturerâ€™s production run/supply and appropriately matched to the service conditions required of the site.3.13.Testing3.13.1.Contractor is required to provide â€œDeveloperâ€ with a copy of all Testing Inspection Reports as may be required. An independent testing lab may be hired by the Developer to do inspection and material testing. Contractor is not to proceed with the work until all unsatisfactory conditions have been corrected by the contractor in a manner acceptable to the Developer. 4. SUBMITTAL4.1.Processing Time 4.1.1.Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Rios Clementi Hale Studios receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.4.1.1.1.All submittals will be reviewed during business hours. Submittals received on Friday afternoon, Saturday or Sunday will be reviewed starting the following business day.4.1.1.2. Initial Review: Allow [15] fifteen days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.4.1.1.3.Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.4.1.1.4.Resubmittal Review: Allow [10] ten days for review of each resubmittal. 4.2.Shop Drawings4.2.1.The contractor shall submit detailed shop drawings for each sign type to General Contractor and to Rios Clementi Hale for review prior to production. These drawings are to show/indicate all materials, finishes, construction details, lighting specifications and installation details of artwork and sign structure. This includes types and locations of fasteners, attachments, joint details, internal frames, reinforcements, support backing, and connection to support structure or mounting surface. Shop drawings and data shall be reviewed by Rios Clementi Hale with such promptness as to cause no delay in the work. The contractor shall make all corrections required by Rios Clementi Hale and resubmit for final review. Shop drawings for all signs must be approved by Rios Clementi Hale before production starts.4.3.Conflicts/Contradictions with Drawings or Conditions 4.3.1.The contractor should recognize and bring to Rios Clementi Hale any conflicts or contradictions either in regards to our drawings or as they relate to other disciplines or contractors. All conflicts should be described in writing and the contractor is to provide alternative solutions to resolve the conflict. All conflicts are to be resolved and any changes approved by Rios Clementi Hale and Developer prior to sign fabrication. 4.4.Product Data4.4.1.The contractor shall submit manufacturerâ€™s technical data and installation instructions for each type of sign and/or fixture required as will be provide in the completed, installed sign unit. Identification of all materials used, by manufacturerâ€™s descriptive literature, control number, name, code number, batch and formula when available shall be provided by the contractor.4.5.Specific Samples 4.5.1.The contractor shall submit two samples and/or prototypes as specified on the drawing sheet, minimum size 4â€x 6â€ on 1/16â€ thick material or as requested by Rios Clementi Hale of each color and finish on the specified materials and accessories required for signs. Samples must be submitted to Rios Clementi Hale in a time frame allowable for review of color and aesthetic compatibility to any existing adjacent materials. Compliance with all other requirements is the exclusive responsibility of the contractor. When specified, furnish full-size samples of sign materials. Resubmit samples if requested until all Rios Clementi Hale specifications are met and approved.4.6.Structure 4.6.1.Installation, internal structure, mounting assemblies and foundations are by contractor and are to adhere to design intent of Rios Clementi Hale Studios. Contractor to coordinate and provide Architect of Record and General Contractor with drawings indicating placement and structural requirements for architectural Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG19.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent General Notes backing. Contractor shall submit three sets of prints and one reproducible set of comprehensive engineering drawings to Rios Clementi Hale Studios incorporating an adequate foundation and/or mounting structure for all sign components to meet all load and wind requirements and given site conditions. The contractor shall, at his or her expense, submit to general contractor for distribution and review, calculations, sealed by certified engineers registered in the state of final installation, for all structural members including foundations.4.7.Custom Fabricated Items 4.7.1.The contractor is to submit shop drawings of all custom fabricated items and specifications on all standard pre-manufactured items.4.8.Electrical Requirements 4.8.1.The contractor shall provide, within 30 days of the award of contract, the specific electrical requirements to the Developer and/or General Contractor.4.9.Electronic Message Data Products4.9.1.The contractor shall provide the Developer with complete replacement information, brand, type, wattage, color, etc., for all message data components. This information shall be in a typed format (8-1/2â€x11â€) and shall indicate at least one local (site) supplier.4.10.Maintenance 4.10.1.The contractor shall provide the Developer with complete finish/component care instructions as specified by the manufacturer for on-going cosmetic sign cleaning and maintenance. Three sets are to be submitted in an 8-1/2â€x11â€ 3-ring binder. Contractor to provide Developer with one (1) gallon (unopened and clearly marked) of each paint color/finish used on the project. 4.11.Copy/Text/Verbiage Layouts 4.11.1.The contractor shall provide the Developer full size copy layouts required for all signs. Layouts must be submitted to the Developer in a time frame allowable for review, multiple adjustments and approval without delay to the project. Final copy of all signs, including size and fonts used to be reviewed and approved by Developer prior to final fabrication. Rios Clementi Hale Studios is not responsible for correct adherence to code, copy information or location of signs. City and County sign requirements supersede information shown in Rios Clementi Hale Studios designs.5. FINISHES 5.1.Colors and Surface Finishes5.1.1.All colors shall match exactly the color and finish specifications provided by Rios Clementi Hale. Exercise care to assure that finished surfaces are unblemished in the completed work. For exposed signs, materials with applied colors or other characteristics related to appearance, contractor shall provide color matches indicated, or if not indicated, as selected and reviewed by Rios Clementi Hale. 5.2.Surface Preparation5.2.1.All surfaces shall be thoroughly cleaned and free from dust, dirt, rust, scale, mill scale, oil, greasy materials or residue from cleaning. All structural metals shall be cleaned by sandblasting. Except as indicated or directed otherwise, finish all surfaces smooth. All coatings shall be applied in strict accordance with the manufacturerâ€™s recommendations. All paint products shall conform to local codes. All finished pieces shall present a uniform opaque color appearance unless specifically indicated otherwise by Rios Clementi Hale. 5.3.Painted Finish5.3.1.Ferrous Surfaces 5.3.1.1.Using Matthews paint products, finish with 1 coat 74-734 & 74-735 Metal Pretreat @ .25 mils DFT, 1 coat Matthews Acrylic Polyurethane 1 mil Dft (min.). Observe designerâ€™s specification regarding specularity (matte to gloss).5.3.1.2.Using Matthews paint products finish, with 1 coat 74-734 & 74-735 Metal Pretreat @ .25 mils DFT or 1 coat 74-793 Spray Bond @ .15 to .25 mils DFT and 1 coat Matthews Acrylic Polyurethane 1 mil DFT (min.)2. Aluminum 5.3.1.3.Using Matthews paint products finish, with 1 coat 74-734 74-735 Metal Pretreat @ .25 mils DFT or 1 coat 74-793 Spray Bond @ .15 to .25 mils DFT and 1 coat Matthews Acrylic Polyurethane 1 mil DFT (min).5.3.2.Bright Metals 5.3.2.1.Match finish (polished, satin, brushed, etc.) detailed on drawing. If specified, coat with a non-yellowing polyurethane clear coat.5.3.3.Plastic Surfaces5.3.3.1.All plastic to be paint finished according to paint manufacturerâ€™s specifications.5.4.Application 5.4.1.All applications of color coatings are to be equal and of consistent cover with no â€œstreakingâ€, â€œspottingâ€, â€œgradationâ€ or other variations within and from each similar application. 5.5.Ultra-Violet/Fading Protection5.5.1.Contractor shall utilize materials, coatings and processes to minimize as much as possible any noticeable fading of pigmented coatings.6. MATERIALS 6.1.Acrylic6.1.1.Color Translucent Sheet 6.1.1.1.Where sheet material is indicated as a â€œcolor,â€ provide color translucent sheet of density required to produce uniform brightness without halo-like effect. Material provided shall be appropriately matched to the intended permanent field conditions. 6.1.1.2.Note: Where translucent material is called out as â€˜castâ€™, â€˜formedâ€™ or â€˜moldedâ€™resin, acrylic or polycarbonate (i.e. â€˜Lexanâ€™, â€˜Tuffacâ€™, etc), the Contractor shall research and specify the optimum material and fabrication method for thedesired finish and/or effect. Contractor shall provide samples of such materiasas indicated on Rios Clementi Hale Studios drawings.6.2.Acrylic/Transparent Sheet 6.2.1.Where sheet material is indicated as â€œclearâ€ provide colorless sheet in gloss finish, with light transmittance of 92% where tested in accordance with the requirements of ASTM D-1103.6.3.Aluminum Sheet6.3.1.Provide aluminum sheet of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated and with no less than the strength and durability properties specified in ASTM B-109 for 5005-H15.6.4.Aluminum Extrusion6.4.1.Provide aluminum extrusion of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated and with not less than the strength and durability properties specified is ASTM B- 221 for 6063-T5.6.5.Structural Steel6.5.1.Contractor to coordinate with architect of record all internal structural steel support as required, to meet the requirements of the permanent installation. Contractor to provide architect of record and General Contractor with drawings indicating placement and structural requirements for architectural backing.6.6.Fasteners 6.6.1.Unless otherwise indicated, provide concealed fasteners fabricated from metals that are non-corrosive to either the sign materials or the mounting surface. Where screw-heads are necessarily visible, they shall be flat-head and â€˜painted outâ€™ to match the adjacent surface. 6.7.Vinyl Machine-Cut Copy6.7.1.Vinyl machine-cut copy shall be of 3M Scotchcal brand film or other product with provable identical performance specifications and warranty conditions.6.8.Paint 6.8.1.Paint shall be manufacturerâ€™s highest grade for best ultraviolet light resistance, weatherability and overall longevity of finish and color. Paint shall have a written warranty against premature fading and be approved by Rios Clementi Hale Studios prior to construction. Prior to close-out, contractor shall turn over to Developer (3) copies of complete paint schedule indicating colors used on each sign type. 6.9.California Grade II Braille6.9.1.Contractor to provide all California Grade II Braille interpretations meeting current ADAAG guidelines/specifications and that reflect the specified message for the referenced sign and as specified in the project Message Schedule. 7. FABRICATION7.1.Intent of Specifications: It is intended that all finished work be of highest quality to pass eye-level examination and scrutiny by the designer and developer.7.2.Contractor to assume responsibility for coordinating with the various team members, including G.C., Lead Architect, Landscape Architect, and Rios Clementi Hale Studios, all locations of sign types, as well as footings and foundations, structural engineering, and blocking as may be necessary within walls. 7.3.Contractor is responsible for coordinating with G.C. all electrical power requirements and connections to all applicable sign locations.7.3.1.Copy Application: 7.3.1.1.All sign copy shall be crisp, sharp, clean, and free from â€œticks,â€ discontinuous curves, line waver, and similar type imperfections. 7.3.1.2.Sign copy to comply with the requirements indicated for size, proportion, style, spacing, content, position, material, finish and color of letters, numbers, symbols and other graphic devices.7.3.1.3.All letter forms shall be aligned so as to maintain a baseline parallel to the sign format, with margins and layout as indicated on design drawings and approved shop drawings.7.3.1.4.Silk-screening copy: Finish sheen of copy to match sheen of copy panel background (gloss, semi-gloss, or sheens between). Edges of letters shall be straight and corners sharp. Surfaces of letters shall be uniform in color, finish and free from pinholes and other imperfections.7.3.1.5.Routed copy: Cutting and routing shall be done in such manner that edges and corners of finished letter forms shall be sharp and true. Letter forms with nicked, cut, ragged, rounded (positive or negative) corners, and similar disfigurements will not be acceptable. Letter forms shall be aligned so as to maintain a base line parallel to the sign format, with margins and layout as indicated on design Drawings and approved shop drawings. Vertical strokes shall be plumb. Mechanically fasten center of letters to acrylic plastic as required.7.3.2.Sign/Cabinet 7.3.2.1.Details shown on the drawing shall be followed for exterior appearance. Structural design shall utilize unitized, self-supportive framing. Fabricate cabinet, exposed faces and graphic devices to size and style indicated and produce surfaces free from oil canning, warping, distortion or any irregularities or inconsistencies. Include internal bracing for stability and attachment of mounting accessories as required. 7.3.2.2.Contractor may change interior construction shown on these details to conform with his shop practices. However, these changes must be submitted as part of the shop drawings and be reviewed by Rios Clementi Hale prior to fabrication. 7.3.2.3.Construct all work to eliminate burrs, cutting edges and sharp corners.7.3.2.4.Qualifications: Welding must be performed by operators who are currently qualified by tests as prescribed in AWS D1.1, D1.2, or D1.3, as applicable, and certified by a recognized building or code authority. Submit qualifying data and certification to Developer for approval. Welding must conform to the acceptable requirement of AWS D1.1, D1.2, and D1.3 and MPS 11-0099.7.3.2.5.Parts indicated to be turned must be accurately machined/worked from solid stock to dimensions indicted or on approved shop drawings. Finished surfaces to be polished smooth unless otherwise indicated or directed by Developer, free of any visible pits, voids, or similar defects.7.3.2.6.Make all signs tight fitting, between parts and sections, and with adjacent surfaces. Unless indicated otherwise, non-welded joints between various portions of signs must be weatherproof (for exterior signs) and have tight, hairline-type appearance, without gaps (varying or otherwise). Provide sufficient fastenings to preclude looseness, racking, or similar movement.7.3.2.7.Conform with manufacturerâ€™s recommended fabricating procedures regarding fastening, restraining, expansion and contraction of dissimilar materials.7.3.2.8.Isolate dissimilar materials. Exercise particular care to isolate non-ferrous metals from ferrous metals, including fasteners.7.3.2.9.Metal thickness: Provide metal thicknesses most appropriate for the fabrication conditions. Rios Clementi Hale to be advised of any changes to specified dimensions. 7.3.2.10.It is the responsibility of the contractor to schedule reviews Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG20.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent General Notes of signs in production with Developer for approval. Review meetings are to be scheduled at the convenience of the Developer. 7.3.2.11.Signs to be assembled and mounted so as to provide reasonable ease of access and replacement of all components. ie: use conforming, accessible, but not visible fasteners where possible. 7.3.3.Fastenings 7.3.3.1.Fasteners on sign-face surface shall not be exposed, except where specifically noted. 7.3.3.2.Sign-face surfaces shall not be penetrated during fabrication or installation of signs, except where specifically noted.7.3.3.3.Sign-face surface shall not be deformed, distorted, or discolored by attachment of concealed fasteners.7.3.3.3.1.All fasteners shall be resistant to oxidation or other corrosive action completely through their cross sections.7.3.3.4.Work shall be secured with fasteners of the same metal, color and finish as the components they secure where they are exposed to view. 7.3.4.Mock-Ups7.3.4.1.Mock-Ups of specific sign(s) may be requested by Rios Clementi Hale as part of Design Intent Documents. The cost of Mock-Ups will be a part of fabricators bid.7.3.4.2.Mock-Ups will be specified in drawings as two or three dimensional, as well as being operational or not.7.3.4.3.Mock-Ups will be specified in drawings for in-shop or on-site review, and coordinated with developer and all interested parties.7.3.4.4.Mock-Ups will be reviewed and signed off by Developer, Rios Clementi Hale. and interested parties prior to fabrication and installation.7.3.5.Aluminum Sheet 7.3.5.1.Not less than 0.125â€ thick unless noted otherwise fabricate by the HELIARC or MIG welded, filled and ground smooth, unless the seam occurs along a color break. Then a clean butt joint with concealed backing channel and plug weld is acceptable upon receipt of Rios Clementi Hale Studios approved sample to match surrounding material finish. All binds, curves and folds to be geometrically correct and produced by a consistent mechanical method unless approved otherwise by IS.7.3.6.Jointing and Brake Forming 7.3.6.1.All sheet metal shall have brake formed edges with radii not greater than sheet thickness unless otherwise specified. Adjacent stock shall have edges with similar radii.7.3.7.Welding7.3.7.1.All exposed welds are to be ground smooth to match surface of adjacent material.8. INSTALLATION 8.1.Contractor shall be responsible for determining the erection and dismantling of all barricade or protective coverings necessary to safeguard the public and property during the performance and duration of his or her work. 8.2.Contractor shall attach signs to substrates in accordance with the structural engineerâ€™s and the manufacturerâ€™s instructions unless otherwise shown. Install level, plumb and at proper height. Repair or replace damaged units as directed by and to the approval of Developer or Rios Clementi Hale. 8.3.Installation of all sign items shall be by the contractor. Installation includes provision of any required footing, to be reviewed by Rios Clementi Hale, all anchor bolts, fastenings, attachment metals, and other miscellaneous metal items embedded in concrete or building wall material as required, and security of sign units in place with no visible fasteners.8.4.The contractor shall provide required electrical equipment and connection. The point of connection is to be provided by the General Contractor. All electrical connections shall be made by a licensed electrician employed by the contractor for this purpose. All connections shall be made in accordance with the requirements of the National Electrical Code (N.E.C.) in addition to all applicable local codes. Electrical contractor shall provide and install all wiring, conduit, junction boxes and electrical devices necessary to provide electrical power to rough in connections unless otherwise noted. Contractor shall provide concealed all electrical connections beyond rough-in connections by electrical contractor, according to N.E.C. approved methods. 8.5.Contractor shall be responsible for matching sign service available on site to the requirements of the sign, including transformers.8.6.All necessary sign components are to be UL listed, or by approved nationally recognized testing lab.8.7.Contractor is responsible for compliance with all applicable environmental regulations.8.8.Contractor is responsible for compliance with all OSHA regulations.8.9.Contractor must coordinate installation with General Contractor so that overall project schedule is not impacted.8.10.Contractor is responsible for determining site wind load requirements and insuring that all signs comply.9. CLEANING/PROTECTION AND WARRANTIES9.1.All items to be installed by the contractor shall be left in a clean condition. Upon completion of the installation of each sign, clean all soiled sign surfaces and â€œtouch upâ€ as directed by Developer or Rios Clementi Hale Studios. in accordance with the manufacturerâ€™s instructions. All debris and packing material shall be removed and disposed of in a legal manner. The protective masking of the plastic surfaces shall be removed by the contractor upon completion of installation. All excavation and site work shall be returned to its original grade configuration after contract items are installed.9.2.Finish Surfaces9.2.1.Sign units shall be warranted in writing by the contractor for a period of no less than one year from the date of Developer acceptance. All finishes are to be warranted for 3 years from the date of Developer acceptance. There shall be:9.2.2.No delamination of any parts of the sign or of lettering from the sign face. 9.2.3.No cupping, warping or dishing in excess of the requirements stipulated in the specifications. 9.2.4.No bubbling, crazing, chalking, rusting or other disintegration of the sign face, messages or edge finish of the panels.9.2.5.No corrosion developing beneath the paint surface of the support systems, except as the result of obvious vandalism.9.2.6.No corrosion of the fasteners. 9.2.7.No movement of signs from their foundations. The signs must remain true and plumb on their foundations, except when the sign has sustained obvious post-installation external damage. 9.2.8.No fading of the colors when matched against a sample of the original color and material. 9.2.9.No variation of any other performance specified by Rios Clementi Hale Studios on the drawings or in the specifications.9.3.Structure/Components 9.3.1.Contractor shall provide Developer with (3) copies of the written warranty prior to installation, guaranteeing to correct, to Developerâ€™s satisfaction, at contractorâ€™s sole expense, all defects in fabrication, faulty materials, workmanship, design, and installation of sign work for a period of one year after completed installation of sign work.9.3.2.Fading, cracking, warping, peeling, delaminating, rusting, corroding, and structural failure, including distortion by whatever cause, shall be construed as failure because of faulty materials and workmanship. 9.3.3.Failures during warranty period shall be repaired or replaced to satisfaction or Developer. 9.4.Contractor shall have total and complete responsibility for the security of all equipment, materials, and sign components until reviewed and accepted by the Developer. 9.5.Maintenance9.5.1.The contractor shall provide to Developer 3 copies each of complete finish/component care instructions as specified by the manufacturer for on-going cosmetic sign cleaning and maintenance. These are to be submitted in an 8-1/2â€x11â€ 3-ring binder. Contractor to ensure signs, neon, lamps, electrical components etc. are easily accessible for maintenance. 10. PERMITS10.1.Securing and paying for all permits required by governmental agencies is the responsibility of the contractor. Inspections and tests necessary for the construction and placement of all work required by the applicable governing agencies is by the contractor. 10.2.Contractor shall secure and pay for all insurance required by law including but not limited to Liability, Workerâ€™s Compensation, Comprehensible Construction Liability, Personal Injury, Comprehensible Auto and Property on-and off-sites. Contractor shall check insurance requirements for terminology and coordinate insurance requirements with project general specifications. Insurance requirements should be checked for terminology and coordinated with general specifications.10.3.Contractor shall not reveal or disseminate any information to any persona(s), private or public, other than Rios Clementi Hale, Developer, or contractorâ€™s personnel as necessary to execute the contract without first contacting the Developer for permission.11. LARGE FORMAT COMPUTER OUTPUT11.1.High resolution large format computer output to comply with the following:11.1.1.Minimum resolution 200 dpi. 11.1.2.Process: 3M SCOTCHPRINT (or approved equal).11.1.3.Substrate: Opaque or Translucent Scotchcal film (or approved equal). 11.1.4.Finish: 2 mil Matte over laminate. 11.1.5.Input: Electronic art as specified to be provided by Rios Clementi Hale. 11.1.6.Warranty: 5 year minimum 12. CODE REQUIREMENTS 12.1.All Signs Must Comply With ADA Guidelines And/Or County/City/Fire Marshall Code Requirements: 12.1.1.Contractor to provide copy proofed California Grade Two Braille to ADA specifications for pylon descriptive text areas. Type/text to be raised a minimum of 1/32â€. 12.1.2.Characters and background on ADA sign shall be eggshell, matte or other non-glare finish. 12.1.3.Contractor to provide copy of approved city or county fire marshall drawing sets of all applicable signs .12.1.4.Contractor responsible for all signs complying with all applicable codes for specified region. ie: Fire, ADA.13. BID NOTES 13.1.Original fabrication quotes shall be sent directly to the with copies of all pricing information to be sent simultaneously to Rios Clementi Hale Studios and General Contractor. 13.2.Pricing shall be submitted in accordance with the bid documents.13.3.Bidding contractors are required to clearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents. Not For Construction Project Date Project ID Drawing Title Drawing Number Document Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 19345 SG21.0 3101 W. Exposition Place Los Angeles, CA 90018 (323) 785-1800 RIOS.com Client 10/29/21 50% Design Intent 01/28/22 90% Design Intent 02/11/22 Addendum #2 05/20/22 100% Design Intent General Notes 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL JIM McCLELLAND 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 M0.01 SYMBOLS LIST AND GENERAL NOTES - MECHANICAL MAX HEAT WT SYMBOL AREA SERVED MFR MODEL TYPE VOLTS PH KW STAGES (LBS)NOTES EWH-1 PLUMBING CHASE QMARK AWH3150F SURFACE 120 1 1500 1 25 1, 2, 3 NOTES: 1 PROVIDE WITH BUILT IN TAMPER-PROOF THERMOSTAT CONTROL AND DISCONNECT SWITCH. 2 PROVIDE WITH SURFACE MOUNTING FRAME. 3 INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. ELECTRIC WALL HEATER SCHEDULE BASIS OF DESIGN ELECTRICAL EXISTING(E) NEW(N) RELOCATE/RELOCATED LOCATION(R) DEMOLISH(X) AIR CONDITION(ED)A/C ABOVE FINISHED FLOORAFF BACKDRAFT DAMPERBDD BELOW FINISHED FLOORBFF BACKFLOW PREVENTERBFP BRAKE HORSEPOWERBHP CEILING DIFFUSERCD CONDENSATE DRAINCD CUBIC FEET PER MINUTECFM CONTINUATIONCONT. COEFFICIENT OF PERFORMANCECOP CONDENSING UNITCU CHECK VALVECV COLD WATERCW DROPD DECIBELDB DRY BULBDB DIAMETERDIA DIRECT EXPANSIONDX ENTERING AIR TEMPERATUREEAT ENERGY EFFICIENCY RATINGEER EXHAUST FANEF EFFICIENTEFF ELECTRICALELECT ENTERING WATER TEMPERATUREEWT EXHAUSTEXH FAHRENHEITF FIRE DAMPERFD FULL LOAD AMPSFLA FEETFT HORSEPOWERHP HEATINGHTG HEATERHTR HOT WATER COILHWC INSIDE DIAMETERID INVERT ELEVATIONIE INCHESIN KILOWATTKW LEAVING AIR TEMPERATURELAT POUNDSLBS. LATENT HEATLH MAXIMUMMAX THOUSAND BTU'S PER HOURMBH MOTORIZED DAMPERMD MOUNTING HEIGHTMH MINIMUMMIN NOT APPLICABLEN/A NOISE CRITERIANC NOT IN CONTRACTNIC NUMBERNO. NOT TO SCALENTS OUTSIDE AIROA OPPOSED BLADE DAMPEROBD ON CENTEROC OUTSIDE DIAMETEROD OUTSIDE AIROSA PRESSURE DROPPD PHASEPH PRESSURE REDUCING VALVEPRV POUNDS PER SQUARE INCHPSI QUANTITYQTY RISER RETURN AIRRA RETURNRET RELIEF DAMPERRLD REVOLUTIONS PER MINUTERPM SUPPLY AIRSA SEASONAL ENERGY EFFICIENCY RATINGSEER SQUARE FEETSF SENSIBLE HEATSH SHUT OFF VALVESOV STATIC PRESSURESP TEMPERATURET, TEMP FREEZE THERMOSTATT/FRZ TEMPERATURET TEMPERATURE DIFFERENCETD TOTAL HEATTH TOTAL PRESSURETP UNDERCUT DOORUD VOLTV VOLUME DAMPER (HAND OPERATOR)VD VELOCITYVEL WITHW/ WATTW WET BULBWB WATER COLUMNWC AIR TEMPERATURE SENSORT FREEZE THERMOSTATTFRZ BACKDRAFT DAMPERBD FIRE DAMPER FD FD FIRE/SMOKE DAMPER FSDFSD MOTORIZED DAMPER MD MD SMOKE DAMPER SDSD VOLUME DAMPER EXHAUST AIR RETURN AIR SUPPLY AIR DIFFUSER OR GRILLE IDENTIFICATIONCD-1 100 12x12 DEMOLISH (DASH-DOT) EXISTING WORK NEW WORK RECTANGULAR DUCT SIZING30X16 ROUND DUCT SIZING30"Ã˜ CONTINUATION NOTE: This is a standard symbol list and not all items listed may be used. SHEET INDEX M0.01 SYMBOLS LIST AND GENERAL NOTES - MECHANICAL M2.01 FLOOR PLAN - MECHANICAL MAX TOTAL FAN CAPACITY WT SYMBOL AREA SERVED MFR MODEL CFM RPM (KW)VOLTS PH (LBS)NOTES ----------- UH-1 CONCESSIONS QMARK MUH0381 350 1600 3 208 1 27 1, 2, 3 NOTES: 1 2 3 ELECTRIC UNIT HEATER SCHEDULE BASIS OF DESIGN SUPPLY FAN HEATING ELECTRICAL INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND CLEARANCES. PROVIDE WITH INTERNAL THERMOSTAT THERMOSTAT. PROVIDE WITH FACTORY OPTION CEILING SUSPENSION MOUNTING KIT. AIR APPROX.MAX FLOW TSP FAN SOUND ECM DIMS WT SYMBOL AREA SERVED MFR MODEL TYPE DRIVE (CFM)(IN H2O)RPM (SONES)VOLTS PH BHP BHP (Y/N)(LxWxH)(LBS)NOTES EF-1 CITY STORAGE GREENHECK SQ-60-VG INLINE DIRECT 100 0.3 1637 4.7 120 1 0.03 1/15 Y 16x12x12 30 1, 2, 5 EF-2 RESTROOMS GREENHECK SQ-80-VG INLINE DIRECT 200 0.5 1551 7.4 120 1 0.05 1/10 Y 19x15x15 51 1, 2, 5 EF-3 CONCESSIONS GREENHECK SQ-70-VG INLINE DIRECT 100 0.5 1637 4.7 120 1 0.03 1/15 Y 24x12x12 47 1, 2, 5 EF-4 ELECTRICAL ROOM GREENHECK SE1-12-432-E SIDEWALL DIRECT 500 0.2 1050 4.2 120 1 0.05 1/20 N 23x18.5x18.5 72 1, 2, 3, 4, 5 NOTES: 1 PROVIDE WITH VARIABLE SPEED CONTROLLER. 2 PROVIDE BACKDRAFT DAMPER. 3 PROVIDE WITH DAMPER GUARD. 4 PROVIDE WITH WALL HOUSING AND OSHA GUARD. 5 INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. FAN SCHEDULE BASIS OF DESIGN ELECTRICAL SYMBOL TYPE FACE NECK SIZE DAMPER FINISH BASIS OF DESIGN NOTES EG-1 EXHAUST GRILLE SECURITY/ PERFORATED SEE PLANS NONE COORD. W/ ARCH TITUS SG-PR EG-2 EXHAUST GRILLE 35 DEG DEFLECTION SEE PLANS NONE COORD. W/ ARCH TITUS 350-RL NOTES: DIFFUSER, REGISTER AND GRILLE SCHEDULE MIN AIR FREE FLOW AREA WIDTH HEIGHT SYMBOL AREA SERVED MFR MODEL TYPE (CFM)(SQ FT)(IN)(IN)NOTES L-1 RESTROOMS GREENHECK ESD-403 STATIONARY, DRAINABLE 200 0.66 16 16 1, 2 L-2 CITY STORAGE GREENHECK ESD-403 STATIONARY, DRAINABLE 100 0.66 16 16 1, 2 L-3 CONCESSIONS GREENHECK ESD-403 STATIONARY, DRAINABLE 100 0.66 16 16 1, 2 L-4 ELECTRICAL ROOM GREENHECK ESD-403 STATIONARY, DRAINABLE 500 1.09 36 12 1, 2 NOTES: 1 COORDINATE COLOR AND FINISH WITH ARCHITECT. 2 PROVIDE WITH BIRD SCREEN. LOUVER SCHEDULE BASIS OF DESIGN FRAME SIZE A.COORDINATE INSTALLATION OF DUCTWORK, PIPING, FIXTURES, EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION. B.ALL WORK PERFORMED AND MATERIAL SUPPLIED SHALL CONFORM TO ALL STATE AND LOCAL CODES AND ALL OTHER APPLICABLE LAWS AND STATE REGULATIONS INCLUDING APPLICABLE SEISMIC ZONE REQUIREMENTS. C.DIFFUSER/GRILLE RUNOUTS ARE SAME SIZE AS DIFFUSER/GRILLE NECK SIZE UNLESS OTHERWISE NOTED ON PLANS. D.EQUIPMENT TO BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER EQUIPMENT, VENTING SYSTEMS, PIPING, OR DUCTS CONNECTED TO THE EQUIPMENT BEING SERVICED. E.FOR ALL DUCT CONNECTIONS TO MECHANICAL EQUIPMENT, PROVIDE TRANSITION FROM DUCT SIZE SHOWN TO EQUIPMENT CONNECTION SIZE. F.INSTALL ALL EQUIPMENT SUCH THAT MANUFACTURER RECOMMENDED CLEARANCES ARE MAINTAINED. G.DETAILS APPLY WHETHER REFERENCED ON THE DRAWINGS OR NOT. H.INSTALL 1.5X RADIUS ELBOWS WHERE SPACE ALLOWS. OTHERWISE INSTALL MITERED ELBOWS WITH TURNING VANES CONSISTENT WITH SPECIFICATIONS. I.DUCTS, PIPING, AND EQUIPMENT TO BE INSTALLED AS HIGH AS POSSIBLE IN SPACES UNLESS OTHERWISE NOTED. J.COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL WALL PENETRATIONS. 3 RFI 8 6x6 EG-1 50 6x6 TYP 4 EF-3 8x8 8x8 EF-2 EWH-1 UH-1 BD BD EF-1 8x8 BD EG-2 100 8x8 EG-2 100 8x8 MD EF-4 L-4 T EF-4 L-3L-2L-1 36x12 3 3 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL JIM McCLELLAND 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 M2.01 FLOOR PLAN - MECHANICAL 0 2'4' SCALE: 1/2"=1'-0" 1' 1 FIRST FLOOR PLAN - MECHANICAL FOR DRAINAGE. SLOPE DUCT SLOPE FOR DRAINAGE. WALL CAULK JOINTS (TYP.). SEAL WATERTIGHT WITH FLEXIBLE NONHARDENING SEALER. LOUVERED EXHAUST GRILLE. PACK ANNULAR SPACE WITH FIBERGLASS OR MINERAL WOOL. DUCT HANGER EACH SIDE OF OPENING (ONLY ONE SHOWN) 1' MAX. FROM FACE OF WALL. LOUVERED EXHAUST GRILLE WALL PENETRATION2 NO SCALE IN-LINE FAN MOUNTING BRACKETS (TYP) FLEXIBLE CONNECTION (TYP) SUPPORT FROM STRUCTURE AS REQUIRED SPRING VIBRATION ISOLATORS (4 REQUIRED) DUCT TRANSITION AS REQUIRED NEOPRENE PAD OVER ENTIRE CONTACT AREA (TYP) HANGER ROD (4 REQUIRED) IN-LINE FAN3 NO SCALE LINKAGE FAN GUARD. WALL MOTOR WEATHERPROOF GRAVITY BACKDRAFT DAMPER. SEAL WEATHER-TIGHTRETAINING ANGLE WALL EXHAUST FAN4 NO SCALE RFI 7 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL TODD KOLIBABA 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 P0.01 SYMBOLS LIST AND GENERAL NOTES - PLUMBING Abbreviations NUMBER# AND& FUTURE(F) NEW(N) AT@ FOOT, FEET' AQUASTAT, ARCHITECT, ANCHOR, AMPHEREA ABOVE FINISHED FLOORAFF ACCESS PANELAP BELOW FINISHED FLOORBFF BACKFLOW PREVENTERBFP BUILDINGBLDG BRITISH THERMAL UNITS PER HOURBTUH CONDENSATE DRAINCD CUBIC FEET PER HOURCFH CUBIC FEET PER SECONDCFS CLEANOUTCO CONTINUATIONCONT. CHECK VALVECV COLD WATERCW DRAIND DOUBLE CHECK VALVE ASSEMBLYDCVA DOMESTIC EXPANSION TANKDET DRINKING FOUNTAINDF DRAINAGE FIXTURE UNITDFU DOWNDN DOWNSPOUTDS DRAINAGE, WASTE AND VENTDWV ELECTRIC WATER HEATEREWH FIRE, FAHRENHEITF FLOOR CLEANOUTFCO FLOOR DRAINFD FINISHED FLOOR ELEVATIONFFE FLOORFL FEETFT FLUSH VALVEFV GALLONS PER MINUTEGPM HOSE BIBBHB HEATING, VENTILATING AND AIR CONDITIONINGHVAC HOT WATERHW HOT WATER FIXTURE UNITHWFU HERTZHZ INCHESIN, " INVERT ELEVATIONINV INDIRECT WASTEIW LAVATORYL MINIMUMMIN MOP SINKMS NORTHN NOT IN CONTRACTNIC NUMBERNO. NOT TO SCALENTS OWNER FURNISHED, CONTRACTOR INSTALLEDOFCI OWNER FURNISHED, OWNER INSTALLEDOFOI PLUMBING, PUMPP PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGEPD PLUMBINGPLBG POINT OF CONNECTIONPOC PRESSURE REDUCING VALVEPRV POUNDS PER SQUARE INCHPSI QUANTITYQTY REDUCED PRESSURE BACKFLOW PREVENTERRPBP SINKS, SK SHOCK ARRESTORSA SANITARYSAN SERVICE BOXSB SQUARE FEETSF SHEETSHT SHUT OFF VALVESOV SUMP PUMP, STATIC PRESSURESP TEMPERATURETEMP TRAP PRIMER, TOTAL PRESSURETP TYPICALTYP URINALU, UR VACUUM, VENT, VOLTV VENT THRU ROOFVTR WITHW/ WASTEW WATER COLUMN, WATER CLOSETWC WALL CLEANOUTWCO WATER HEATER, WALL HYDRANTWH WATER HAMMER ARRESTORWHA WATER SUPPLY FIXTURE UNITWSFU General NEW WORK PIPE OR CONDUIT BELOW GRADE CONTINUATION EQUIPMENT IDENTIFICATIONXX-X LOCATION FIXTURE TAG (LEVEL BELOW FIXTURE)X KEYED NOTEX POINT OF CONNECTION Piping Fittings ACCESS PANELAP AQUASTAT BLIND FLANGE CAP CLEANOUT TO GRADECOTG CONCENTRIC REDUCER ECCENTRIC REDUCER FLOOR CLEANOUTFCO FLOOR DRAINFD FLOOR SINKFS FLOW DIRECTION HOSE BIBB / WALL HYDRANT PIPE DROP PIPE RISE PUMP ROOF DRAINRD SHOCK ABSORBER / WATER HAMMER ARRESTORS STRAINER T&P RELIEF VALVE WITH PIPE TO DRAIN TEE DOWN ON PIPE TEE UP ON PIPE VENT THROUGH ROOFVTR WALL CLEANOUT WCO Piping Systems COLD WATER PIPING CONDENSATE / INDIRECT DRAIN PIPINGD HOT WATER PIPING SANITARY VENT PIPING SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED FLOOR SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED FLOOR STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOORSD TRAP PRIMER PIPINGTP Valves BACKFLOW PREVENTERBFP CHECK VALVE SHUTOFF VALVE, GENERAL PLUMBING SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. SHEET INDEX P0.01 SYMBOLS LIST AND GENERAL NOTES - PLUMBING P0.02 SCHEDULES - PLUMBING P2.01 FLOOR PLAN - PLUMBING 3/4" COLD WATER 3/4" HOT WATER DET-1 DRAIN PANDISCHARGE FULL SIZE TO RECEPTOR WH-1 3/4" 3/4" ELECTRIC WATER HEATER1 NO SCALE 4" HOUSE KEEPING PAD PROVIDE SEISMIC STRAPS PER CODE TP-1 PRESSURE DROP TRAP PRIMER JAN / WHOLE BUILDING PRECISION PLUMBING PRODUCTS P1-500 1/2"PRESSURE DROP OPERATED, SUPPLIES UP TO 4 DRAINS, INSTALL MIN. 1FT ABOVE THE FLOOR, PRIMER TUBING FROM DRAINS SERVED. MAXIMUM DISTANCE FROM PRIMER VALVE TO FARTHEST DRAIN IS 20FT, SEE MANUFACTURES REQUIREMENTS FOR DISTRUBUTION UNIT. NOTES: MISCELLANEOUS EQUIPMENT SCHEDULE SYMBOL EQUIPMENT TYPE LOCATION / SERVING BASIS OF DESIGN MFR MODEL CW SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES DET-1 ASME DOMESTIC WATER THERMAL EXPANSION TANK DOMESTIC HOT WATER AMTROL ST-5-C ----3/4"-- GI-1 GREASE INTERCEPTOR EXTERIOR 100 GPM FLOW RATE, 277 GALLON CAPACITY, 1,895 LB. GREASE CAPACITY, MOLDED SEAMLESS HIGH DENSITY POLYETHYLENE CONSTRUCTION WITH BUILT-IN FLOW CONTROL, PRE-PIPED FOR INLET/OUTLET CONNECTIONS, WATER/GAS-TIGHT COVER, H-20 RATED, PROOF-LOAD TESTED TO 40,000 LBS AND 450 LBS RATING ON EACH COVER SCHIER PRODUCTS GB-250 PROVIDE EXTENSIONS AS REQUIRED 4"3"------PROVIDE WITH 4" INLET AND OUTLET. LMV-1 LAVATORY MIXING VALVE THERMOSTATIC MIXING VALVE, ASSE 1070 COMPLIANT, INTEGRAL CHECK VALVES, LEAD FREE WATTS LFMMV ------1/2"1/2" NOTES: PLUMBING DEVICES SCHEDULE BASIS OF DESIGN CONNECTION WH-1 ELECTRIC WATER HEATER FACILITY / HOT WATER SYSTEM A.O.SMITH DSE-50 50 208 1 28.8 6 25 GPH RECOVERY @ 100F DEGREE RISE NOTES: WATER HEATER SCHEDULE SYMBOL EQUIPMENT TYPE LOCATION / SERVING BASIS OF DESIGN TANK CAPACITY (GALLONS) ELECTRICAL COMMENTSMFRMODELVOLTSPHAMPSKW SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES FD-1 FLOOR DRAIN (FINISHED FLOORS) CAST IRON BODY, FLASHING COLLAR, 6-INCH ADJUSTABLE NICKEL BRONZE STRAINER HEAD, TRAP PRIMER JR SMITH 2005Y- A-06- P050-NB 3"*1-1/2"*PRIMER CONN. -- * UNLESS NOTED OTHERWISE ON DRAWINGS FS-1 FLOOR SINK CAST IRON FLANGED RECEPTOR, SEEPAGE HOLES, ACID RESISTANT COATED INTERIOR, NICKEL BRONZE RIM, ALUMINUM DOME BOTTOM STRAINER, 6-INCH DEEP JR SMITH 3140Y 3"*1-1/2"*PRIMER CONN. --COORDINATE GRATE REQUIREMENTS WITH FOOD SERVICE CONSULTANT. * UNLESS NOTED OTHERWISE ON DRAWINGS HB-1 HOSE BIBB ENCASED, LEAD-FREE, NON-FREEZE, ANTI-SIPHON, AUTOMATIC DRAINING, LOOSE KEY QUARTER TURN HANDLE, INTEGRAL BACKFLOW PREVENTER WOODFORD B65 ----3/4"-- DF-1 DRINKING FOUNTAIN EZH2O, BOTTLE FIILING STATION WALL MOUNTED, BI-LEVEL. NON -FILTERED, NON- REFRIGERATED, 316 STAINLESS STEEL, MECHANICAL BOTTLE FILLER BUTTON, LEAD-FREE, HEAVEY DUTY VANDAL RESISTANT. COLOR: 12 OPTIONS ELKAY LK4409BF 2"1-1/2"1/2" S-1 SINK COUNTERTOP, SINGLE BOWL, 18 GAUGE STAINLESS STEEL, 22-INCHES X 22-INCHES X 6-1/2-INCHES DEEP, 27-INCH MINIMUM CABINET SIZE, 3-HOLE PUNCH, BARRIER FREE ELKAY LRAD2222-3 KITCHEN FAUCET (SINGLE LEVER HANDLE): DELTA C B1310LF-SS 2"1-1/2"1/2"1/2"PROVIDE 1070 CERTIFIED MIXING VALVE: LMV-1, SET TO 120 DEGREES S-2 SINK FLOOR MOUNTED, THREE COMPARTMENT SINK, STAINLESS STEEL, 106" X 29-13/16" X 44-3/4" 16 GAUGE, WITH 24" LEFT AND RIGHT DRAINBOARDS, STAINLESS STEEL LEGS ELKAY 3C18X24-2-24X FAUCET: CHICAGO FAUCETS: PRE-RINSE 510-GVB613L15XKCAB, 8" BODY, ADJUSTABLE ARMS, 7-1/4" 8-3/4" CENTERS, 14" L-TYPE SWING SPOUT, 2-3/8" LEVEL HANDLE, TWO BOWLS ARE HARD CONNECTED TO SANITARY SEWER , ONE BOWL SPILL TO FLOOR SINK THROUGH AIR GAP 2"1-1/2"1/2"1/2"PROVIDE 1070 CERTIFIED MIXING VALVE: LMV-1, SET TO 120 DEGREES L-1 LAVATORY ACORN WSW260-TR FAUCET: CHICAGO FAUCET: 333-665PSHABCP PUHBUTTON METERING FAUCET, PLATE, WITH SOAP DISPENSER: PS1000-PS 2"1-1/2"1/2"1/2"PROVIDE 1070 CERTIFIED MIXING VALVE: LMV-1, SET TO 110 DEGREES MS-1 MOP SINK FLOOR MOUNTED, TERRAZZO, 24-INCHES X 24-INCHES X 12-INCHES WITH DROPPED FRONT STERN WILLIAMS: CORLOW SBC-1700-24x24x12 FAUCET (MOP SINK): CHICAGO 540-LD897SWXFABCP LEAD-FREE FAUCET (PROVIDE WITH CHICAGO GCJKABCP INTEGRAL CHECKS). INTEGRAL STAINLESS STEEL RIM GUARD, STAINLESS STEEL BACKSPLASH 3"2"1/2"1/2" WC-1 WATER CLOSET WALL MOUNTED, STAINLESS STEEL, CONCEALED, FLUSHOMETER, STANDARD HEIGHT METCRAFT 4110 FLUSH VALVE (SENSOR, 1.28 GPF, DIAPHRAGM): SLOAN SOLIS 8152-1.28-TMO-SWB 4"2"1"-- WC-2 WATER CLOSET WALL MOUNTED, STAINLESS STEEL, CONCEALED, FLUSHOMETER, BARRIER FREE HEIGHT METCRAFT 4110 FLUSH VALVE (SENSOR, 1.28 GPF, DIAPHRAGM): SLOAN SOLIS 8152-1.28-TMO-SWB 4"2"1"-- NOTES: 1 * PLUMBING FIXTURE SCHEDULE BASIS OF DESIGN CONNECTION SEE ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS. UNLESS NOTED OTHERWISE ON DRAWINGS 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL TODD KOLIBABA 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 P0.02 SCHEDULES - PLUMBING 3 3 RFI 6 FCO FD-1 FD-1FD-1FD-1FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FCO FCO FCO FCO 3" V UP TO 3" VTR 4" V UP TO 4" VTR 3/4" HW, CW DN TO BELOW SLAB WC-1 WC-1 WC-1 WC-2 FS-1 MS-1 TP-1 WH-1 POC 2" COLD WATER SERVICE, SEE CIVIL DWG'S FOR CONT. 4" @ 1% 4" @ 1% 4" @ 1%4" @ 1% 3" @ 2% 2" V DN 2" 4" @ 1% 4" @ 1%4" @ 1% 4" @ 1% POC 4" SAN SEE CIVIL DWG'S FOR CONT. I.E. = 148.06' WHA L-1 4" @ 1% 2" SAN DN, 2" V UP TO 2 "VTR 2" V UP TO 2" VTR WASTE ABOVE SLAB 3/4" HW, CW DET-1 DF-1 4" @ 1% 2" V DN 2" 2" 2" 3" 2" CW DN TO 2" HEADER 2" 1" 1 P0.01 2" 2" CW DN W/ SOV 1" S-1 PROVIDE HEAT TRACING 3W/FT ON ALL EXPOSED DOMESTIC WATER PIPING 2" HB-1 POC 4" SAN SEE CIVIL DWG'S FOR CONT. I.E. = -3'-0" FOR CONT. SEE CIVIL DWG'S 2" 1- 1 / 2 " 3" V UP TO 3" VTR COTG 4" @ 1% 3" @ 2% 3/ 4 " 3/ 4 " 1/ 2 " GW GW SA N SANSAN SA N SAN SAN GW GW 4" GW GI-1 COTG COTG S-2 FS-1 TP-1 3/4" CO CO CO CO 3/4" 3/4" HW, 1" CW DN BELOW SLAB GW 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL TODD KOLIBABA 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 P2.01 FLOOR PLAN - PLUMBING 0 2'4' SCALE: 1/2"=1'-0" 1' 1 FIRST FLOOR PLAN - PLUMBING 3 3 3 3 3 RFI 5 RFI 104 RFI 13 RFI 23 RFI 36 NEUT. BUS PRIMARY, SEE SITE PLAN 400A/3P MCB REQUIREMENTS COMPANY PAD PER POWER CONCRETE REQUIREMENTS POWER COMPANY METER BASE PER PULL WIRE 1-1/2"C. WITH #2 BARE COPPER BUILDING STEEL COLD WATER PIPE 20'-0"C/C RODS AT GROUND 10'-0" GND. BUS TERMINAL CABINET CABINET TRANSF. CURRENTM 400C UTILITY TRANSFORMER T PER TABLE 250.66 N.E.C. AREA FOR PARALLEL CONDUCTORS (AWG/kcmil) SIZE OF LARGEST SERVICE ENTRANCE CONDUCTOR OR EQUIVALENT WHERE MULTIPLE SETS OF SERVICE-ENTRANCE CONDUCTORS ARE USED AS PERMITTED IN N.E.C. ARTICLE 230.40, EXCEPTION NO. 2, THE EQUIVALENT SIZE OF THE LARGEST SERVICE- ENTRANCE CONDUCTOR SHALL BE DETERMINED BY THE SUM OF THE AREAS OF THE CORRESPONDING CONDUCTORS OF EACH SET. WHERE THERE ARE NO SERVICE-ENTRANCE CONDUCTORS, THE GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE DETERMINED BY THE EQUIVALENT SIZE OF THE LARGEST SERVICE ENTRANCE CONDUCTOR REQUIRED FOR THE LOAD TO BE SERVED. SIZE THE MAIN BONDING JUMPER PER NEC 250.102 (C)(1) FOR AC SYSTEMS GROUNDING ELECTRODE CONDUCTOR CONDUCTOR ELECTRODE GROUNDING SIZE OF COPPERCOPPER 8 6 4 2 1/0 2/0 3/0 2/0 OR 3/0 1/0 OR SMALLER 4/0 OR 250 kcmil 300 kcmil THROUGH 500 kcmil 600 kcmil THROUGH 900 kcmil 1000 kcmil THROUGH 1750 kcmil OVER 1750 kcmilOVER 1100 kcmil 750 kcmil THROUGH 1100 kcmil 400 kcmil THROUGH 600 kcmil 4/0 THRU 350 kcmil 2/0 OR 3/0 1 OR 1/0 2 OR SMALLER ALUMINUM OR COPPER-CLAD ALUMINUM ALUMINUM OR COPPER-CLAD ALUMINUM 6 4 2 1/0 3/0 4/0 250 PER TABLE 250.122 N.E.C. ORDER TO COMPLY WITH N.E.C. SECTION 250.4(A)(5) or (B)(4) SIZED LARGER THAN SPECIFIED IN THIS SCHEDULE IN EQUPMENT GROUNDING CONDUCTORS MAY NEED TO BE NOT EXCEEDING (AMPERES) EQUIPMENT, CONDUIT ETC. DEVICE IN CIRCUIT AHEAD OF AUTOMATIC OVER CURRENT RATING OR SETTING OF RACEWAY & EQUIPMENT CONDUCTORS FOR GROUNDING MINIMUM SIZE EQUIPMENT GROUNDING COPPER SIZE (AWG/kcmil) 14 12 10 10 10 8 6 4 3 1 1/0 2/0 3/0 4/0 250 350 400 500 2 4000 3000 2500 2000 1600 1200 1000 800 600 500 400 300 200 100 60 40 30 20 15 ALUMINUM OR COPPER-CLAD ALUMINUM 12 10 8 8 8 6 4 2 1 2/0 3/0 4/0 250 350 400 600 600 750 1/0 7005000 1200 8006000 1200 20FT., 3/4" DIAMETER MINIMUM REBAR IN CONCRETE FOOTING/ FOUNDATION #4 COPPER #6 COPPER 1 1 '2MD' PANEL '2P1' PANEL 'LP1.0' SPD 4004 1504 400S NEMA 3R #2 COPPER TO TGB IN ELEC RM 108 150A/3P MCB DISCONNECT AVAILABLE FAULT CURRENT: 23,805 A RMS BREAKER RATED CIRCUIT NEMA 3R SERVICE 1 E1.00 STUB-UP 3" C. NEAR FUTURE PHASE 2 BUILDING, SEE SITE PLAN. INTEGRAL SURGE PROTECTION DEVICE SHEET KEYNOTES 1.NEMA 3R CURRENT TRANSFORMER / TERMINAL CABINET PER PORTLAND GENERAL ELECTRIC REQUIREMENTS. C,S,X C=Conduit only S=Service secondary X=Seperately derived system C:\Users\kaylaa\Desktop\cadfiles\EmigrantCreek_MEP_2021_kayla_a-feeder_tag-1612105.png FEEDER SCHEDULE 400C TWO 3" DIAMETER EMPTY CONDUIT WITH PULL CORD 400S 2 SETS OF (4 #3/0 CU IN 2" C.) 1504 4 #1/0 CU, 1 #6 CU GND., IN 2" C. 4004 2 SETS OF (4 #3/0 CU, 1 #2 CU GND., IN 2" C.) NO SCALE 2 ONE-LINE DIAGRAM PANEL BY WATER FEATURE CONTRACTOR, COORDINATE WITH CONTRACTOR 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E0.01 SYMBOLS LIST AND GENERAL NOTES - ELECTRICAL Abbreviations EXISTING(E) RELOCATE(R) DEMOLISH(X) AMPERES, AMBERA ALTERNATING CURRENT, AIR CONDITIONERAC ABOVE FINISHED FLOORAFF ABOVE FINISHED GRADEAFG CONDUIT, CLOSE, CONTROLC CURRENT TRANSFORMERCT COPPERCU DIRECT BURYDB DIRECT CURRENTDC ELECTRIC VEHICLEEV FIRE ALARM ANNUNCIATORFAA FIRE ALARM CONTROL PANELFACP FOOT, FEETFT GROUNDG, GND GROUND FAULT CIRCUIT INTERRUPTERGFCI HAND DRYERHD HORSEPOWERHP INTERNET PROTOCOLIP LIQUID-CRYSTAL DISPLAYLCD LIGHT EMITTING DIODELED LONGLG MOTORM MAIN DISTRIBUTION FRAMEMDF MINIMUMMIN NATIONAL ELECTRIC CODENEC NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA NATIONAL ELECTRIC SAFETY CODENESC NATIONAL FIRE PROTECTION AGENCYNFPA NETWORK VIDEO RECORDERNVR OVERALL DIAMETEROD OCCUPANCY SENSOROS POLEP POWER OVER ETHERNETPOE PAN, TILT, ZOOMPTZ PHOTOVOLTAICPV REFERENCEREF TYPICALTYP UNDERWRITERS LABORATORIESUL VOLTS, VOLTAGEV VOLTS DIRECT CURRENTVDC WEATHERPROOFWP Connections / Equipment CONTACTOR COILC HEAVY DUTY FUSED DISCONNECT SWITCHF JUNCTION BOXJ MOTOR CONNECTION NON-FUSED DISCONNECT SWITCH TRANSFORMERT UTILITY METER BASEM General DEMOLISH EXISTING WORK NEW WORK DETAIL NUMBER AND SHEET LOCATIONX X EQUIPMENT IDENTIFICATIONXX-X LOCATION KEYED NOTE1 SECTION NUMBER AND SHEET LOCATION XXX A Industrial PUSHBUTTON Lighting AREA BOLLARD LUMINAIRE WITH CONCRETE BASE. LETTER INDICATES TYPE. REFER TO LUMINAIRE SCHEDULE. AREA LUMINAIRE ARM MOUNTED WITH POLE. LETTER INDICATES TYPE. REFER TO LUMINAIRE SCHEDULE. AREA LUMINAIRE POLE TOP MOUNTED WITH POLE AND CONCRETE BASE. FLOODLIGHT GROUND MOUNTED LANDSCAPE LUMINAIRE STRIPLIGHT. LETTER INDICATES TYPE. REFER TO LUMINAIRE SCHEDULE. SURFACE MOUNTED LUMINAIRE. LETTER INDICATES TYPE. REFER TO LUMINAIRE SCHEDULE. WALL MOUNTED LUMINAIRE. LETTER INDICATES TYPE. REFER TO LUMINAIRE SCHEDULE. Miscellaneous BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK INDICATES INSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICK MARK INDICATES "ISOLATED GROUND" (GREEN INSULATION WITH YELLOW STRIPE) CONDUCTOR. B-27,29,31. #10 BRANCH PANEL CIRCUIT BREAKER DRY TYPE TRANSFORMER FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED FLUSH WALL MOUNTED BRANCH PANEL GROUND BARGB GROUNDING POINT MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL POWER UTILITY POLEPP SUBGRADE VAULT CATVVC SUBGRADE VAULT POWERVP SUBGRADE VAULT TELEPHONEVT SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED TELEPHONE UTILITY POLE TP UTILITY TRANSFORMER PAD/VAULTUT Raceways CONDUIT CONCEALED IN WALL OR CEILING SPACE CONDUIT ROUTED BELOW FLOOR / GRADE CONDUIT ELLED DOWN CONDUIT ELLED UP CONDUIT/WIRING CONTINUATION CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATED PLASTIC BUSHING CABLE RUNWAY, WIDTH AS INDICATED GROUNDING POINT HANDHOLEHH PULL BOXBP TELECOMMUNICATIONS VAULTVT TELEPHONE BACKBOARD UTILITY POWER POLE Switches and Receptacles DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE OPTIONS) A = ABOVE COUNTER B = CLOCK HANGER C = FLUSH CEILING MOUNTED E = EMERGENCY F = ARC FAULT PROTECTED BY BREAKER IN PANEL G = GROUND FAULT CIRCUIT INTERRUPTER H = HOSPITAL GRADE K = CHILD RESISTANT COVER L = ISOLATED GROUND P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT LENGTH R1 = HALF SWITCHED BY OCCUPANCY SENSOR RELAY R2 = FULLY SWITCHED BY OCCUPANCY SENSOR RELAY S = SPLIT WIRED T = TAMPER RESISTANT SHUTTERED RECEPTACLE U = USB PORT(S) W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED, WITH WEATHER-RESISTANT RECEPTACLE DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX RECEPTACLE FOR OPTIONS SPECIAL PURPOSE RECEPTACLE. COORDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENT BEING SUPPLIED. CEILING MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY U = ULTRASONIC, 360 DEG RANGE H = ULTRASONIC, HALLWAY PATTERN v (LOWERCASE) = VACANCY CONTROL DESIGNATION OS WALL MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY v (LOWERCASE) = VACANCY CONTROL DESIGNATION OS PHOTO ELECTRIC SWITCH D = CONTINUOUS DIMMING PHOTOCELL S = SWITCHED PHOTOCELL SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION D = DIMMER F = FAN SPEED CONTROL K = KEY OPERATED SWITCH L = LIGHTED HANDLE M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD P = SWITCH WITH PILOT LIGHT S = SENTRY SWITCH T = INTERVAL TIMER W = WEATHERPROOF SWITCH V = LOW VOLTAGE SWITCH ELECTRICAL SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. RECESSED 1' X 4' LUMINAIRE MOTORIZED DAMPERMD IN-GROUND TAPE LIGHT GENERAL ELECTRICAL NOTES A.CONSULT ALL DRAWINGS AND SPECIFICATIONS IN THIS PROJECT AND BECOME FAMILIAR WITH ALL EQUIPMENT TO BE INSTALLED. COORDINATE ALL ASPECTS OF THE CONSTRUCTION WITH OTHER TRACES ON THE JOB TO ENSURE THAT ALL WORK AND MATERIALS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL FACILITY ARE INCLUDED IN THE BID. SHEET INDEX E0.01 SYMBOLS LIST AND GENERAL NOTES - ELECTRICAL E1.00 SITE PLAN - ELECTRICAL E1.00PH SITE PLAN PHOTOMETRICS - ELECTRICAL E2.01 FLOOR PLAN - POWER & SIGNAL E3.01 REFLECTED CEILING PLAN - LIGHTING E6.01 SCHEDULES - ELECTRICAL E6.02 SCHEDULES - ELECTRICAL Electronic Security VIDEO SURVEILLANCE CAMERA WITH 1 1 2" CONDUIT ROUTED TO BUILDING ELECTRICAL ROOM FOR ROUTING (1) CAT6 CABLE TO WALL MOUNTED CABINET TO TERMINATE ON PATCH PANEL. Telecommunications ALTERNATE COMMUNICATIONS OUTLET (X): W= LOCATION FOR WALL MOUNT WIRELESS ACCESS POINT OUTLET WITH (1) CAT6 CABLE TO WALL MOUNTED TELECOM CABINET IN ELECTRICAL ROOM. INSTALL OUTLET IN WEATHERPROOF WIRELESS ACCESS POINT NEMA RATED ENCLOSURE. (X) 360 WALL MOUNTED LOCKABLE CABINET - CHATSWORTH CUBE-IT. COMMUNICATIONS OUTLET WITH (2) CAT6 CABLES TO WALL MOUNTED EQUIPMENT CABINET IN ELECTRICAL ROOM. 2 OR 3 HOLE 5/8" 7/16"Ã˜ 1" 3/4" CONFIGURATION 1 GROUND BUS BAR NO SCALE 2 1 4 3 TYP 1 COPPER GROUND BAR, TGB - 1/4"x4"x10". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2 3/0 BARE COPPER GROUND CONDUCTOR TO MAIN SERVICE EQUIPMENT GROUND OR TBB. 3 2-HOLE LUG. 4 3/0 BARE COPPER GROUND CONDUCTOR TO BUILDING STEEL. Contractor Utility Contacts: Primary Conduit X Primary Conductors X Trenching and Backfill X Transformer X Transformer Pad / Vault X Bollards X Transformer Connections X Secondary Conduit X Secondary Conductors X C/T Enclosure X C/T's X Meter Base X Meter X Electric Room Door Lock Box X (obtain from power company) Reported Fault Current at Transformer: Notes: Incoming Electrical Service Division of Responsibility Power Utility: Portland General Electric Hap English 121 SW Salmon St Portland, OR 97204 Phone: (503)672-5489 Email: henry.english@pgn.com Work Order #: M3108246 N/A 1. Contact and coordinate all requirements and responsibilities with serving utility companies prior to submitting bid. 2. All service installation work shall be in strict compliance with the requirements of the serving utilities. Disclaimer: Interface Engineering, Inc. has contacted the utilities but has not received in writing the final requirements from PGE. These drawings indicate our best estimation of their requirements. Prior to any construction contact the utilities and obtain in writing their requirements. 2 M CT CABINET, ELECTRIC METER, AND NEMA 3R SERVICE MAIN CIRCUIT BREAKER DISCONNECT '2MD'UT (E) PORTLAND GENERAL ELECTRIC 240V PAD-MOUNTED TRANSFORMER (E) COMMUNICATIONS VAULT TELECOMM STUB-UP TO MAIN ELECTRICAL ROOM WL WL WL WL WL WL WL WL 1 1 1 1 1 1 1 2 SEE SHEET W1.81 FOR LOCATIONS OF WATER FEATURE EQUIPMENT CONNECTIONS 1 1 WL 1 1 1 1 (4) 4" C PROVIDE 3" C. POWER AND 2"C. LOW VOLTAGE UNDERGROUND TO STUB UP AT FUTURE STRUCTURE. 360360 360 3 3 3 1 1/2" CONDUIT WITH PULL POINTS AS REQUIRED FOR SECURITY CAMERA AND WIFI INDOOR/OUTDOOR CAT6 CABLE 1 1/2" CONDUIT WITH PULL POINTS AS REQUIRED FOR SECURITY CAMERA AND WIFI INDOOR/OUTDOOR CAT6 CABLE1 1/2" CONDUIT WITH PULL POINTS AS REQUIRED FOR SECURITY CAMERA AND WIFI INDOOR/OUTDOOR CAT6 CABLE 2P1-7. 2P1-7. WL 2P1-7. WL 2P1-7. 2P1-7. 2P1-9.WL 2P1-9. 2P1-9. WL 2P1-9. WL 2P1-9. 2P1-9. 2P1-9. 2P1-9. 2P1-9. 4 4 4 PROVIDE CONNECTION TO RPBA HOT BOX, COORDINATE WITH INSTALLER. V 1 E2.01 UT 1 WL 1 WL WL 5 6 5 7 2P1-5. 'L5' 'L5' 'L5' 'L1' 'L1' 'L1''L1''L1' 'L1' 'L3''L3''L3''L3''L3''L3' 'L3' 'L3' 'L3' 'L3' 'L3' 'L3' 'L3' 'L3' 'L3' 'L4''L4' 'L4''L4' 'L4' 'L4' 'L4''L4' 'L4''L4' 'L4' 'L4' 'L2' 'L2' 'L2' 'L2' 'L2' 2P1-3. 2P1-3. 2P1-3. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5.2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5. 2P1-5.2P1-3. 2P1-3. 2P1-3.2P1-3. 2P1-3.2P1-3. 2P1-3.2P1-3. 2P1-3.2P1-3. 2P1-5. 2P1-5. 2P1-41. J 8 J 8 9 9 9 9 J 8 6x6 PAD MOUNTED TRANSFORMER. S 3W PRIMARY CONDUCTOR IN 4" CONDUIT (N) PRIMARY 577 VAULT SWITCH. COORDINATE WITH PGE FOR SIZE AND LOCATION P P P P P P P P P P P P P P P P 1 (E) PRIMARY VAULT SWITCH VT-78 2P1-4,6.2P1-8,10.2P1-12,14. PROVIDE 1"C. FROM CONTROL PANEL CP-1.0 TO 'L3' LIGHT POLE FOR ANEMOMETER. COORDINATE WITH WATER FEATURE CONTRACTOR INSTALLATION OF ANEMOMETER BY WATER FEATURE CONTRACTOR PROVIDE LOW VOLTAGE RACEWAY IN POLE FOR SEPARATION OF LOW AND LINE VOLTAGE. P 4" C. CONDUIT TO CONNECT TO THE CITY FIBER NETWORK. THERE IS CURRENTLY AN EMPTY FIBER CONDUIT LINE THAT RUNS IN BURNHAM. COORDINATE WITH OWNER FOR CONDUIT INSTALLATION, SIZE, AND PHASE 2 CONSTRUCTION NEEDS REGARDING THIS CONNECTION. 2 2 'L8' 2P1-5 'L8' 2P1-5 10 10 2 2 3 3 3 3 3 3 11 3 11 3 3 3 3 P P 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E1.00 SITE PLAN - ELECTRICAL 0 8'16' SCALE: 1/8"=1'-0" 4' 1 SITE PLAN - ELECTRICAL 1. PROVIDE TAMPER-RESISTANT FLUSH OUTDOOR GROUND BOX WITH LOCKABLE COVER, LEGRAND WIREMOLD XB814 WITH EXTERIOR BOX COVER ASSEMBLY XB814C520BK OR APPROVED EQUIVALENT. 2.CONTRACTOR TO PROVIDE THE FOLLOWING AT EACH FOUNTAIN NOZZLE: #12 AWG CU BOND WIRE CONNECTED AT BOTTOM OF METALLIC PART OF NOZZLE AND ROUTE ALONGSIDE WATER PIPE BACK TO VALVE CONTROLLER EQUIPMENT GROUNDING CONDUCTOR OF THE BRANCH CIRCUIT SUPPLYING POWER TO VALVE CONTROLLER (NEC 680.53). ACTUATORS TO INCLUDE GROUNDING PER NEC 680.54, BY CONTROLLER MANUFACTURER. PROVIDE EQUIPOTENTIAL PLANE 1'X1' BARE #8 COPPER GRID IN THE POURED CONCRETE WITH MINIMUM 2" COVER. EXTEND GRID TO 5' BEYOND SPLASH / WATER ZONES. BOND ALL SPLASH PAD METALLIC STRUCTURES AND COMPONENTS TO GRID. BOND THE EQUIPOTENTIAL PLANE TO THE ELECTRICAL GROUNDING SYSTEM USING SOLID #8 CU GROUND CONDUCTOR, CONNECTIONS PER NEC 682.33(C). SHEET KEYNOTES 3.360 DEGREE IP SECURITY CAMERA. ROUTE (1) CAT6 CABLE FROM CAMERA LOCATION TO TELECOM CABINET IN BUILDING. AXIS - P3727-PLE WITH POLE MOUNT ACCESSORY. 4.POWER CONNECTION FOR FOOD CARTS. PROVIDE CS6375 FLANGED LOCKING INLET, 125/250 VOLT, 3 POLE, 4 WIRE RECEPTACLE IN OUTDOOR RATED BOX MOUNTED ON PEDOC 148-XX-V-X PEDESTAL 48" AFG, FINISH AS SELECTED BY ARCHITECT. PROVIDE GFCI RATED CIRCUIT BREAKER SERVING RECEPTACLE. 5.PROVIDE WITH (1) MEDIUM HEAD, DIRECTED AT THE WATER FEATURE AND (7) SMALL HEADS. 6.PROVIDE WITH (3) MEDIUM HEADS - (1) DIRECTED AT THE WATER FEATURE AND (2) DIRECTED AT THE PEDESTRIAN WALKWAY - AND (5) SMALL HEADS. 7.PROVIDE WITH (1) MEDIUM HEAD, DIRECTED NORTH TO PEDESTRIAN WALKWAY, AND (7) SMALL HEADS. 8.DATA CONDUIT TO SAME BOX AS POWER OUTLET - INSTALL DIVIDER IN BOX BETWEEN POWER SIDE AND DATA SIDE. 9.INSTALL SHARED PATHWAY TO LIGHT POLE - DATA FOR CAMERA (WHERE INDICATED) AND FOR FUTURE DATA CABLE INSTALLATION FOR WIFI. 10.REFER TO SG DRAWINGS FOR TYPE 'L8' TAPELIGHT LOCATION. 11.PROVIDE WITH (8) SMALL HEADS, DIRECTED FOR EVEN DISTRIBUTION AROUND THE POLE. A.PRICE VIDEO SURVEILLANCE (SPECIFICATION 28 23 00) ACTIVE COMPONENTS AS A SEPARATE LINE ITEM (NOT INCLUDING RACEWAY, WHICH IS INCLUDED AS BASE BID). CONFIRM WITH OWNER IF THIS SCOPE IS TO BE INCLUDED IN PROJECT. GENERAL SHEET NOTES 2 3 RFI 74 RFI 60 RFI 88 RFI 105 RFI 79 RFI 76 RFI 78 UT 'L1' 'L1' 'L1' 'L2' 'L2' 'L2' 'L2' 'L5' 'L5' 'L5' 'L5' 'L5' 'L5' 'L5 ' 'L1' 1 WL WL 1 WL WL WL 0.4 0.3 0.7 1.6 1.5 1.1 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 1.0 1.1 1.1 1.3 1.6 1.1 0.5 5.3 3.6 0.2 0.1 0.1 0.2 0.3 0.3 0.4 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.2 0.2 1.2 1.4 0.8 0.6 0.8 1.0 1.1 0.7 2.7 0.2 0.2 0.3 0.4 0.6 0.6 0.9 0.6 0.4 0.6 0.4 0.4 0.3 0.6 0.7 0.6 1.3 1.2 0.5 0.3 0.6 1.4 1.5 1.1 1.1 1.2 6.5 1.4 1.0 0.5 0.3 0.3 0.4 0.8 0.9 1.4 1.5 0.7 0.9 0.7 0.6 0.5 0.5 0.8 1.0 1.0 1.1 1.1 0.7 0.6 1.0 1.7 1.5 0.8 1.2 1.5 1.1 1.1 1.2 1.0 0.8 0.5 0.7 0.9 1.7 2.0 1.6 0.9 0.8 0.8 0.7 0.5 0.6 1.1 1.4 1.4 0.8 1.5 1.5 1.3 1.3 1.5 1.3 1.4 1.5 1.2 0.6 0.7 1.4 2.0 1.6 0.7 1.0 1.4 1.6 1.3 0.8 0.7 0.9 0.8 0.7 0.6 0.7 1.3 1.5 1.2 0.9 1.2 1.3 1.5 1.2 1.1 1.0 1.3 1.7 1.1 0.5 0.6 1.9 2.8 2.3 1.7 1.6 1.6 1.2 0.5 0.4 0.8 1.4 1.3 0.7 0.8 5.8 3.1 1.6 1.5 1.1 1.6 0.8 0.9 0.7 0.6 0.5 1.1 1.7 1.3 0.9 1.3 2.4 2.9 2.2 1.8 1.8 2.1 1.3 0.5 0.5 1.0 1.3 1.2 0.7 1.4 1.7 1.5 1.4 1.4 1.8 1.7 1.1 0.6 0.5 0.5 0.5 0.8 1.5 1.4 1.7 2.5 3.0 2.8 2.4 2.1 1.9 2.3 1.6 1.0 1.1 1.5 1.4 1.2 1.4 2.3 2.1 1.8 1.8 1.5 1.5 1.1 0.7 0.7 0.7 0.7 0.6 0.7 1.0 1.4 2.2 2.6 2.2 2.2 2.4 2.3 1.2 1.1 1.3 1.5 1.6 1.7 1.3 1.2 1.6 5.3 2.8 1.4 1.6 1.4 0.8 0.4 0.6 1.6 2.0 1.2 0.6 0.6 0.5 1.0 1.9 1.6 1.1 1.0 1.5 2.1 1.7 1.2 0.9 1.4 1.4 1.1 1.1 1.5 1.6 4.9 1.9 0.8 1.4 1.4 0.7 0.3 0.7 1.7 2.2 1.2 0.9 0.5 0.5 1.1 1.6 1.3 0.7 0.7 1.5 2.6 2.0 1.3 1.1 1.0 1.3 0.8 1.1 1.7 1.7 1.0 0.5 0.8 1.5 1.5 0.9 1.0 1.3 1.4 1.1 0.4 0.5 0.3 0.3 0.8 1.2 1.4 1.3 1.1 2.1 3.0 1.9 1.0 1.3 1.8 1.5 1.0 0.7 1.5 2.1 1.6 1.1 1.6 1.7 1.2 1.2 2.0 2.0 1.4 0.7 0.4 0.3 0.3 0.4 0.7 1.4 2.2 2.3 1.6 1.6 2.3 1.8 0.9 1.0 1.8 1.7 1.0 0.7 1.6 2.3 2.4 2.3 2.4 2.2 1.6 0.9 1.7 1.7 1.1 0.7 0.6 0.5 0.4 0.4 0.9 1.9 2.5 2.4 1.5 1.4 1.4 0.9 0.6 0.7 0.9 0.9 0.6 0.6 1.1 1.8 2.4 2.2 2.3 2.0 1.8 0.9 0.7 0.6 1.0 1.4 0.9 0.6 0.4 0.8 1.8 2.0 1.5 1.0 0.6 0.5 0.4 0.3 0.3 0.4 0.3 0.3 0.4 0.7 1.1 1.5 1.3 1.7 1.7 1.3 0.2 0.4 0.3 0.5 1.5 1.6 0.8 0.4 0.6 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.1 0.2 0.2 0.3 0.5 0.7 0.6 1.3 1.5 1.5 0.2 0.3 0.6 1.1 1.1 0.5 0.3 0.3 0.4 0.9 1.0 1.1 0.1 0.2 0.3 0.4 0.3 0.2 0.2 0.1 0.5 0.6 0.5 0.3 0.3 0.3 'L1''L1' 'L2' 'L3' 2P1-3. 'L3' 2P1-3. 'L3' 2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3'2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3'2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3' 2P1-5. 'L3' 2P1-3. 2 3 24 'L4''L4' 'L4''L4' 'L4' 'L4' 'L4''L4' 'L4''L4' 'L4' 'L4' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E1.00PH SITE PLAN - PHOTOMETRICS - ELECTRICAL 0 8'16' SCALE: 1/8"=1'-0" 4' 1 SITE PLAN - PHOTOMETRICS - ELECTRICAL 1.TREE UPLIGHT (TYPE L4) LUMINAIRES ARE NOT INCLUDED IN PHOTOMETRIC CALCULATIONS. 2.PROVIDE WITH (1) MEDIUM HEAD, DIRECTED AT THE WATER FEATURE AND (7) SMALL HEADS. 3.PROVIDE WITH (3) MEDIUM HEADS - (1) DIRECTED AT THE WATER FEATURE AND (2) DIRECTED AT THE PEDESTRIAN WALKWAY - AND (5) SMALL HEADS. 4.PROVIDE WITH (1) MEDIUM HEAD, DIRECTED NORTH TO PEDESTRIAN WALKWAY, AND (7) SM SHEET KEYNOTES MAIN DISTRIBUTION PANELBOARD '2P1' LIGHTING CONTROL PANEL TELECOMM CABINET WH-1 EWH-1 G+54" HAND DRYER G+54" ACCESS CONTROL PANEL C C C C EF-3 UH-1 2M M AG AG G G+54"G+54" G+54" G+54"G+54" EF-2 M PANELBOARD 'LP-1.0' CONTROL PANEL 'CP-1.0' G GB 1 +96"W 11. 11. 11. 11. 13. 15.15. 11. 11. 25.23. 15. EF-1 M MAIN SERVICE EQUIPMENT, SEE SITE PLAN 2.G 15. AG A ADD SPECIAL PURPOSE RECEPTACLE 208V/1 PHASE/30 A ESPRESSO MACHINE CONFIRM LOCATION AND COORDINATE PLUG TYPE WITH OWNER PROJECT MANAGER. 37,39. 11. 11. EF-4 47. MD. INTERLOCK WITH EF-4. 1 1 E1.00 1 E0.01 2 LIGHTING POWER SUPPLY 2 2 UV PANEL 2 2 E2.01 2 3 3 IRRIGATION CONTROLLER 9. 3 3 3 3 3 FIBER ENCLOSURE POWER STRIP PATCH PANEL POE SWITCH NETWORK VIDEO RECORDER WALL MOUNTED CABINET 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E2.01 FLOOR PLAN - POWER & SIGNAL 0 2'4' SCALE: 1/2"=1'-0" 1' 1 FIRST FLOOR PLAN - POWER AND SIGNAL 1.PROVIDE HEAT TRACE FOR WATER PIPING IN UNHEATED LOCATIONS. PROVIDE 30 MILLIAMP GFEP CIRCUIT BREAKERS FOR SERVING HEAT TRACE. COORDINATE WITH DIVISION 22. CIRCUIT TO 2P1-35. 2.EQUIPMENT AND CONNECTIONS BY WATER FEATURE CONTRACTOR. DIVISION 26 TO CONNECT TO PANEL 'LP-1.0'. COORDINATE WITH WATER FEATURE CONTRACTOR. 3.PROVIDE 2-INCH CONDUIT FOR CONTROL WIRING AND 1-INCH CONDUIT FOR THE FLOW SENSOR STUBBED OUT AT EXTERIOR WITHIN ADJACENT PLANTER. STUB OUT 3/4-INCH CONDUIT TO EXTERIOR WALL FOR RAIN SENSOR. COORDINATE WITH IRRIGATION CONTRACTOR. SHEET KEYNOTES NO SCALE 2 TELECOM CABINET EQUIPMENT 3 SS 'L7''L7' 'L7''L7' 'L7' 'L7' K a. b. 'L6'a.'L6'a. 'L6'a.'L6'b. b. c. 'L6'c.'L6'c.'L6'c.'L6'c. d. 'L6'c,d.'L6'c,d. 2P1-3. 2P1-3. 2P1-3. 2P1-3. 2P1-3.2P1-3.2P1-3. 2P1-3. 'L5' 'L5''L5''L5' 'L5' 'L5' 'L5''L5' 3 PHOTOCELL FOR SITE AND BUILDING MOUNTED LIGHTS. MOUNT ON ROOF, COORDINATE LOCATION WITH ARCHITECT. 3 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E3.01 REFLECTIVE CEILING PLAN - LIGHTING 0 2'4' SCALE: 1/2"=1'-0" 1' 1 FIRST FLOOR PLAN - LIGHTING A. CIRCUIT ALL INTERIOR LIGHTING INDICATED ON THIS SHEET TO 2P1-1. B.REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR EXTERIOR LUMINAIRE LOCATIONS AND ELEVATION HEIGHTS. GENERAL SHEET NOTES 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E6.01 SCHEDULES - ELECTRICAL EF-1 EXHAUST FAN STORAGE 120/1 1/6 HP 15 202 2P1-57. EF-2 EXHAUST FAN STORAGE 120/1 1/6 HP 15 202 2P1-59. EF-3 EXHAUST FAN STORAGE 120/1 1/6 HP 15 202 2P1-57. EF-4 EXHAUST FAN ELECTRICAL ROOM 120/1 1/20 HP 15 202 2P1-47.1 EWH-1 ELECTRIC WALL HEATER EQUIPMENT CHASE 120/1 1.5 KW 20 202 2P1-33. UH-1 UNIT HEATER CONCESSIONS 208/1 3.0 KW 20 202 2P1-43,45. WH-1 WATER HEATER EQUIPMENT CHASE 208/1 6.0 KW 40 402 2P1-53,55. GENERAL MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES A. B.MOCP = MAXIMUM OVER CURRENT PROTECTION MCA = MINIMUM CIRCUIT AMPACITY C. MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES 1 WIRE / CONDUIT SCHEDULE 202 2 #12 CU, 1 #12 CU GND., IN 3/4" C. 402 2 #8 CU, 1 #10 CU GND., IN 3/4" C. MECHANICAL EQUIPMENT CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS / PHASE LOAD MCA MOCP WIRE / CONDUIT CIRCUIT NOTES THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INSTALLATION OF WIRING. PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT AS SPECIFICALLY NOTED OTHERWISE IN SCHEDULE NOTES, BELOW. PROVIDE POWER VIA THERMOSTAT. COORDINATE WITH DIV 23. 2020-0006 Ckt.C.B.C.B.Ckt. No.Description / Location A/Pole Note Ph.Note A/Pole Description / Location No. 1 L-BUILDING 637 L 20/1 A 20/1 360 R IT RACK 2 3 L-SITE 770 L 20/1 B 50/2 2,400 R FOOD CART 4 5 L-SITE 775 L 20/1 C --2,400 R --6 7 R-SITE 900 R 20/1 1 A 50/2 2,400 R FOOD CART 8 9 R-SITE 1,620 R 20/1 1 B --2,400 R --10 11 R-RESTROOM 1,440 G 20/1 C 50/2 2,400 R FOOD CART 12 13 HAND DRYER 600 G 20/1 1 A --2,400 R --14 15 R-POINT OF SALE 900 G 20/1 B SPACE 16 17 SPARE BREAKER 20/1 C SPACE 18 19 SPARE BREAKER 20/1 A SPACE 20 21 SPARE BREAKER 20/1 B SPACE 22 23 LCP 200 C 20/1 C SPACE 24 25 ACP 200 C 20/1 A SPACE 26 27 IRRIGATION CONTROLLER 500 C 20/1 B SPACE 28 29 SPARE BREAKER 20/1 C SPACE 30 31 SPARE BREAKER 20/1 A SPACE 32 33 EWH-1 1,500 H 20/1 B SPACE 34 35 SPARE BREAKER 20/1 C SPACE 36 37 ESPRESSO MACHINE 1,200 G 30/2 A SPACE 38 39 --1,200 G --B SPACE 40 41 RPBA HOT BOX 400 H 20/1 2 C SPACE 42 43 UH-1 1,500 H 20/2 A SPACE 44 45 --1,500 H --B SPACE 46 47 EF-4 120 M 20/1 C SPACE 48 49 SPARE BREAKER 20/1 A SPACE 50 51 SPARE BREAKER 20/1 B SPACE 52 53 WH-1 3,000 WH 40/2 C SPACE 54 55 --3,000 WH --A SPACE 56 57 EF-1, -3.528 G 15/1 B SPACE 58 59 EF-2 528 G 15/1 C SPACE 60 61 SPARE BREAKER 20/1 A 20/1 SPARE BREAKER 62 63 SPARE BREAKER 20/1 B 20/1 SPARE BREAKER 64 65 SPARE BREAKER 20/1 C 20/1 SPARE BREAKER 66 67 FUTURE PHASE 2 BUILDING 200/3 A 150/3 10,225 S Panel 'LP-1.0'68 69 ----B -9,425 S ---70 71 ----C -9,105 S ---72 Total Connected Load:Ph. A 23,422 VA 195 Amps Panel Connected Load:36.3 KVA 100.9 Amps Total Connected Load:Ph. B 22,743 VA 189 Amps Sub-Fed Connected Load:28.8 KVA 79.8 Amps Total Connected Load:Ph. C 20,368 VA 170 Amps Total Demand Load:65.5 KVA 181.7 Amps Notes:Accessories: 1.PROVIDE SWITCHABLE CIRCUIT BREAKER 2.PROVIDE 20A 30mA GFEP RATED CIRCUIT BREAKER FOR HEAT TRACE LOADS. Panel '2P1'120/208V, 3 Ph., 4 W.; 400A Bus with Main Lug Only Surface Mounted Panelboard with an Available Fault Current of 16,181 A RMS Load Load (VA)|Type (VA)|Type UL/IP DRIVER/ RATING POWER SUPPLY LIGHT SOURCE MFG/CATALOG #NOTES L1 POLE MOUNTED ADJUSTABLE FLOOD LIGHTS, 8 HEADS PER POLE NOMINAL 6-INCH DIAMETER BY 8.5-INCH TALL DIE CAST ALUMINUM FLOODLIGHT WITH ADJUSTABLE YOKE MOUNT SMALL HEAD, 40 DEGREE OPTICS or MEDIUM HEAD, 30 DEGREE OPTICS TEMPERED GLASS LENS 33-FOOT HIGH, STRAIGHT STEEL ROUND POLE. 6-INCH DIAMETER. POLE TO WITHSTAND 100 MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. PROVIDE FLUSH CONCRETE PEDESTAL. STANDARD FINISH LUMINAIRE AND CUSTOM FINISHED POLE AS SELECTED BY ARCHITECT WET 0-10 VOLT, ELECTRONIC DIMMING DRIVER SMALL HEAD: NOMINAL 1050 LUMENS PER HEAD, 3000K, 80 CRI (OVERALL QUANTITY: 42) MEDIUM HEAD: NOMINAL 2250 LUMENS PER HEAD, 3000K, 80 CRI (OVERALL QUANITY: 6) SMALL: 14 WATTS PER HEAD MEDIUM: 28 WATTS PER HEAD LUMENPULSE LUMENBEAM SMALL FLOODLIGHT SERIES, LUMENPULSE LUMENBEAM MEDIUM FLOOD LIGHT SERIES WITH TECHNILUM STRUCTURE K POLE INCLUDE VISIT WITH ARCHITECT FOR AIMING LUMINAIRE HEADS AT NIGHT. FOR QUANTITY OF SMALL AND MEDIUM HEADS, REFER TO SITE PLAN. L2 PEDESTRIAN STYLE LED POST TOP NOMINAL 24-INCH DIAMETER BY 26-INCH TALL DIE CAST ALUMUMIN ACRYLIC FULL CUTOFF OPTICS 16-FOOT HIGH, ROUND POLE. POLE TO WITHSTAND 100 MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. PROVIDE FLUSH CONCRETE PEDESTAL. STANDARD FINISH AS SELECTED BY ARCHITECT IP65 0-10 VOLT, ELECTRONIC DIMMING DRIVER NOMINAL 300 LUMENS, 3000K, 80 CRI 25 WATTS LITHONIA PADPT SERIES L3 DRIVE-OVER SURFACE MOUNTED LED LUMINAIRES NOMINAL 10.5-INCH DIAMETER BY 2.25-INCH TALL WITH 1.5-INCH RECESS DIE CASE ALUMINUM TWIN 90 DEGREE PORTS GROUND MOUNTED TO WEATHERTIGHT WIRING BOX BY MANUFACTURER STANDARD FINISH AS SELECTED BY ARCHITECT IP67 0-10 VOLT, ELECTRONIC DIMMING DRIVER NOMINAL 177 LUMENS, 3000K, 85 CRI 10 WATTS BEGA 77 089 SERIES L4 EXTERIOR LED ADJUSTABLE FLOODLIGHT NOMINAL 3-INCH DIAMETER BY 10-INCH LONG CYLINDER ALUMINUM CLEAR LENS WITH 45 DEGREE CAP; 15 DEGREE SPOT OPTICS GROUND MOUNTED. POWER PIPE STAKE.STANDARD FINISH AS SELECTED BY ARCHITECT IP66 REMOTE ELECTRONIC DRIVER NOMNAL 738 LUMENS, 3000K, 80 CRI 13 WATTS VISTA LIGHTING MODEL 3108 SERIES L5 EXTERIOR WALL MOUNTED LED CYLINDER NOMINAL 3-INCH DIAMETER BY 8-INCH TALL CYLINDER WITH 4-INCH PROJECTION ALUMINUM CLEAR LENS WITH FLUSH CAP; 35 DEGREE FLOOD OPTICS WALL MOUNTED. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. STANDARD FINISH AS SELECTED BY ARCHITECT WET ELECTRONIC DIMMING DRIVER NOMINAL 2000 LUMENS. 3000K, 80 CRI 21.5 WATTS GOTHAM ICO4WC SERIES L6-2'SURFACE LED LENSED STRIPLIGHT NOMINAL 3-INCH WIDE BY 4-INCH TALL BY 25-INCH LONG STEEL STARFROST ACRYLIC LENS, ROUND CEILING MOUNTED. COORDINATE CEILING TYPE.WHITE WET 0-10 VOLT, ELECTRONIC DIMMING DRIVER NOMINAL 1812 LUMENS, 3500K 80 CRI 22 WATTS PARAMOUNT INDUSTRIES STARDUSTER C2 SERIES L6-4'SURFACE LED LENSED STRIPLIGHT NOMINAL 3-INCH WIDE BY 4-INCH TALL BY 48-INCH LONG STEEL STARFROST ACRYLIC LENS, ROUND CEILING MOUNTED. COORDINATE CEILING TYPE.WHITE WET 0-10 VOLT, ELECTRONIC DIMMING DRIVER NOMINAL 3624 LUMENS, 3500K 80 CRI 44 WATTS PARAMOUNT INDUSTRIES STARDUSTER C2 SERIES L7 SURFACE OR SUSPENDED LED LENSED STRIPLIGHT NOMINAL 2.75-INCH WIDE BY 3.25-INCH TALL BY 48-INCH LONG STEEL DIFFUSED MATTE ACRYLIC LENS CEILING, WALL MOUNTED OR SUSPENDED VIA AIRCRAFT CABLE, CHAIN, UNISTRUT. VERIFY CEILING AND ROOM CONDITION PRIOR TO INSTALLATION WHITE DAMP 0-10 VOLT, ELECTRONIC DIMMING DRIVER NOMINAL 5000 LUMENS, 3500K 80 CRI 43.9 WATTS LITHONIA CSS SERIES L8 RECESSED IN GROUND TAPE LIGHT WITH 60* OPTICS. NOMINAL 1" x 1.5" EXTRUDED ALUMINUM. POLYURETHANE; 60* WALL-WASH OPTIC RECESSED IN-GROUND.N/A IP67 REMOTE 0-10V DIMMABLE DRIVER. NOMINAL 775 LUMENS/LF, 3000K,7.6 W/LF BASIS OF DESIGN: KALYPSO IP67 VE OPTION: KELVIX SIGNWAVE 5 CONFIRM FIXTURE WITH SG DRAWINGS. 1 2 3 4 5 6 7 8 LUMINAIRE SCHEDULE TYPE DESCRIPTION HOUSING SHIELDING MOUNTING FINISH INPUT WATTS NOTES: THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS. PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DIMMABLE LED DRIVER INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. REMOTE DRIVERS: UL LISTED FOR THEIR APPLICATION. DRIVERS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER. PROVIDE FUNCTIONAL TESTING OF LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH THE OREGON ZERO ENERGY READY COMMERCIAL CODE FUNCTIONAL TESTING REQUIREMENTS. CONCESSIONS PHOTOCELL ASTRONOMIC TIMER VIA LIGHTING CONTROL PANEL MANUAL SWITCH PHOTOCELL LOCAL DIMMING PHOTOCELL SETS UPPER THRESHOLD OF LIGHTING IN DAYLIGHT ZONE OF ROOM TO 25 FOOTCANDLES SCHEDULED ON / OFF BASED ON HOURS OF OPERATION MANUAL OFF VIA SWITCH ON/OFF SWITCH ELECTRICAL ROOM MANUAL SWITCH NA MANUAL ON / MANUAL OFF ON/OFF SWITCH EXTERIOR - FAÃ‡ADE-MOUNTED PHOTOCELL ASTRONOMIC TIMER VIA LIGHTING CONTROL PANEL EXTERIOR-RATED PHOTOCELL LOCAL DIMMING PHOTOCELL SETS UPPER THRESHOLD OF LIGHTING AT SURFACE OF WALKWAY TO 2 FOOTCANDLES SCHEDULED ON / OFF BASED ON HOURS OF OPERATION ON/OFF VIA LIGHTING CONTROL PANEL EXTERIOR SITE PHOTOCELL ASTRONOMIC TIMER VIA LIGHTING CONTROL PANEL EXTERIOR-RATED PHOTOCELL LOCAL DIMMING PHOTOCELL SETS UPPER THRESHOLD OF LIGHTING AT SURFACE OF GROUND TO 2 FOOTCANDLES DIM TO 50% 1 HOUR AFTER CLOSE OF OPERATIONS UNTIL TIME OF REOPENING ON/OFF VIA LIGHTING CONTROL PANEL RESTROOM PHOTOCELL KEYED SWITCH PHOTOCELL LOCAL DIMMING PHOTOCELL SETS UPPER THRESHOLD OF LIGHTING IN DAYLIGHT ZONE OF ROOM TO 25 FOOTCANDLESS ON/OFF VIA KEYED SWITCH PLUMBING CHASE MANUAL SWITCH NA MANUAL ON / MANUAL OFF ON/OFF SWITCH STORAGE MANUAL SWITCH N/A MANUAL ON / MANUAL OFF ON/OFF SWITCH LIGHTING CONTROL MATRIX: SPACE BY SPACE ROOM NAME TYPES OF CONTROL SENSOR TYPE CONTROL FUNCTIONS OVERRIDES 2 2 3 3 3 3 3 RFI 82 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CONTACT PROJECT www.interfaceengineering.com I N T E R F A C E E N G I N E E R I N G TEL KRISTIN MELLING 2020-0006 100 SW Main Street, Suite 1600 Portland, OR 97204 503.382.2266 E6.02 SCHEDULES - ELECTRICAL 2020-0006 Ckt.C.B.C.B.Ckt. No.Description / Location A/Pole Note Ph.Note A/Pole Description / Location No. 1 P-1.0 1,273 M 20/3 2,3 A SPACE 2 3 ---1,273 M -2,3 B SPACE 4 5 ---1,273 M -2,3 C SPACE 6 7 P-1.1 2,016 M 30/3 1,3 A 20/1 100 C CP-1.0 8 9 ---2,016 M -1,3 B 20/1 300 C PH/ORP CONTROLLER 10 11 ---2,016 M -1,3 C 20/1 180 M FAN/RECEPTACLE CP-1.0 12 13 P-1.2 796 M 20/3 1,3 A 20/2 960 G UV STERILIZER 14 15 ---796 M -1,3 B -960 G ---16 17 ---796 M -1,3 C 20/1 500 L LED LIGHTING POWER SUPPLY 18 19 P-1.3 796 M 20/3 1,3 A 1,3 20/3 796 M P-1.6 20 21 ---796 M -1,3 B 1,3 -796 M ---22 23 ---796 M -1,3 C 1,3 -796 M ---24 25 P-1.4 796 M 20/3 1,3 A 1,3 20/3 796 M P-1.7 26 27 ---796 M -1,3 B 1,3 -796 M ---28 29 ---796 M -1,3 C 1,3 -796 M ---30 31 P-1.5 796 M 20/3 1,3 A 3 20/1 900 M SUMP PUMP 32 33 ---796 M -1,3 B 3 20/1 100 M SUMP PUMP CONTROL PANEL 34 35 ---796 M -1,3 C 3 20/1 360 M VAULT EXHAUST FAN/LIGHTING 36 37 SPACE A 3 20/1 200 M FILL VALVE 38 39 SPACE B SPACE 40 41 SPACE C SPACE 42 Total Connected Load:Ph. A 10,225 VA 85 Amps Panel Connected Load:28.8 KVA 79.8 Amps Total Connected Load:Ph. B 9,425 VA 78 Amps Sub-Fed Connected Load:0.0 KVA 0.0 Amps Total Connected Load:Ph. C 9,105 VA 76 Amps Total Demand Load:30.5 KVA 84.6 Amps Notes:Accessories: 1.CIRCUIT VIA VFD. 2.CIRCUIT VIA MOTOR STARTER. 3.PROVIDE GFCI CIRCUIT BREAKER. Panel 'LP-1.0'120/208V, 3 Ph., 4 W.; 225A Bus with 150A Main Circuit Breaker Surface Mounted Panelboard with an Available Fault Current of 14,495 A RMS Load Load (VA)|Type (VA)|Type CP-1.0 CONTROL PANEL 120/1 100.0 VA 202 LP-1.0-8. P-1.0 FILTER PUMP 208/3 3.0 HP 203 LP-1.0-1,3,5. P-1.1 MEMBRANE - POOL PUMP 208/3 5.0 HP 303 LP-1.0-7,9,11. P-1.2 JET PUMP 208/3 1.5 HP 203 LP-1.0-13,15,17. P-1.3 JET PUMP 208/3 1.5 HP 203 LP-1.0-19,21,23. P-1.4 JET PUMP 208/3 1.5 HP 203 LP-1.0-25,27,29. P-1.5 JET PUMP 208/3 1.5 HP 203 LP-1.0-31,33,35. P-1.6 JET PUMP 208/3 1.5 HP 203 LP-1.0-20,22,24. P-1.7 JET PUMP 208/3 1.5 HP 203 LP-1.0-26,28,30. UV-1.0 UV STERILIZER 208/1 1.5 KW 202 LP-1.0-14,16. CP-1.0 PANEL RECEPTACLE/FAN 120/1 180.0 VA 202 LP-1.0-12. LEDPS-1.0 LED LIGHTING POWER SUPPLY 120/1 500.0 VA 202 LP-1.0-18. SUMP PUMP 120/1 0.4 HP 202 LP-1.0-32. SUMP PUMP CONTROL PANEL 120/1 100.0 VA 202 LP-1.0-34. VAULT EXHAUST FAN/LIGHT 120/1 360.0 VA 202 LP-1.0-36. AIC-1.00 ORP CONTROLLER 120/1 5.0 A 202 LP-1.0-10. LV-1.00 FILL VALVE 120/1 200.0 VA 202 LP-1.0-38 GENERAL EQUIPMENT CONNECTION SCHEDULE NOTES A. B. C. EQUIPMENT CONNECTION SCHEDULE NOTES WIRE / CONDUIT SCHEDULE 203 3 #12 CU, 1 #12 CU GND., IN 3/4" C. 303 3 #10 CU, 1 #10 CU GND., IN 3/4" C. WATER FEATURE EQUIPMENT CONNECTION SCHEDULE ITEM DESCRIPTION VOLTS / PHASE LOAD WIRE / CONDUIT CIRCUIT NOTES THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INTALLATION OF WIRING. INCLUDE THERMAL OVERLOAD PROTECTION WITH MANUAL MOTOR STARTERS. PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT AS SPECIFICALLY NOTED OTHERWISE IN SCHEDULE NOTES, BELOW. 2 2 Typical Details Description Location Specifications Finish/Texture Color FINISHES SCHEDULE WS-01 Ref # GRANITE LEAF FORMS MOUNTAIN GREENFLAMED Supplier/Vendor COLDSPRING GRANITE Image WATER FEATURE NOTES GENERAL 1.The drawings and specifications, and all copies thereof, are legal instruments of service for the use of the Owner and Authorized Representatives on the designated property only. Other use, without Fluidityâ€™s written permission, is prohibited. 2.Specifications, which may be bound separately, are part of these contract documents. 3.The Contractor shall carefully study and compare the drawings prior to construction, and shall at once report to the Owner/Architect any error, inconsistency, or omission the Contractor may discover. If the Contractor performs any work knowing it to be contrary to applicable laws, ordinances, rules and regulations without prior notice to the Owner/Architect, the Contractor shall assume full responsibility, and shall bear all costs attributable thereto. 4.The Contractor shall verify all dimensions, elevations and existing conditions prior to starting work and report any discrepancies in writing to Fluidity. Any work installed in conflict with the architectural drawings, shall be corrected by the Contractor at their expense. 5.The Contractor shall notify Fluidity immediately if needed design information is not shown or is unclear. 6.The Contractor is responsible for the accurate placement and configuration of the water feature on the site. 7.No deviation from the drawings shall be made without written approval. 8.Larger scale drawings take precedence over smaller scale drawings. 9.The use of the word â€œprovideâ€ in connection with any item specified is intended to mean that such shall be furnished, installed and connected, where so required, except as noted otherwise. 10.All material stored on site shall be properly stacked and protected to prevent damage and deterioration until use. Failure to protect materials may be a cause for rejection of work. 11.When +/- sign is placed adjacent to a given dimension, it indicates that the actual dimension may vary due to existing conditions or that the dimension is not consistent throughout the condition. Verify before proceeding with the work. Discrepancies between the given dimension and actual dimensions are to be brought to Fluidityâ€™s attention for the resolution before proceeding with construction. 12.The Contractor shall obtain all necessary permits and approvals for all construction and work related thereto. 13.The Contractor shall be responsible for scheduling and coordinating the work for all utilities and services. 14.All symbols and abbreviations used on the drawings are considered to be construction standards. Questions regarding the same or their exact meaning, shall be directed to Fluidity. 15.Written dimensions shall take precedence over scale. The Contractor shall not scale drawings. The Contractor is to inform Fluidity of errors of dimensioning in the drawings for resolution of intent, which is to be provided by Fluidity, and in a timely manner, knowing of the Contractorâ€™s need for rapidity during construction. WATER FEATURE NOTES ARCHITECTURAL 1.Construction tolerance for water feature finishes that deal directly with water performance (i.e weirs) shall be +-1/16â€. special exceptions may apply, when resolved with Fluidity and documented in written form. 2.Where no construction details are shown or noted for a part of the work, such details shall be similar to those shown for similar conditions, and shall be used subject to review and approval by Fluidity. 3.All finishes plan dimensions are to centerline of paver joints, unless noted otherwise. 4.All open joints at removable pavers shall be 1/4â€, unless noted otherwise. 5.Contractor shall coordinate with all equipment manufacturerâ€™s for equipment rough-in requirements. 6.Coordinate and verify with all other trades (i.e. architectural, landscape, structural, civil, plumbing, electrical, etc.) the size and location of piping, trenches, sleeves, special bolting for equipment conduit etc., through, under and above concrete slabs. 7.All pre-manufactured adjustable paver supports (i.e. bison jacks, buzon jacks, pave-elâ€™s,) shall be secured in place, as required by manufacturer for said product, in conjunction with waterproofing manufacturer requirements. 8.Cut stone tolerance shall be +-1/32â€. 9.All finishes shall be uniform regarding material, color, texture, thickness and veining, unless noted otherwise. Veining to be oriented in same direction, unless noted otherwise. Variety in natural materials is understood, but in all cases the latitude of tolerances must be established prior to procurement, such as lightest and darkest allowable colors, etc. 10.All removable stone pavers shall rest firmly on specified supports. 11.All removable stone pavers shall have a minimum thickness of 2â€, unless noted otherwise. 12.All stone sealants and cement grouts shall match in color the stones for which they are used. Tool flush and texture similarly to the stone finish, unless noted otherwise. 13.All stone finishes delivered to job site or cut on site shall be inspected to be free of damage (i.e. nicks, cracks). Damaged stone shall not be installed. 14.All shims used for leveling shall be water resistant, and must support dead and live loads without deflection. all shims shall be glued in place to fixed surface, or otherwise made permanent. 15.All nozzles shall be placed in final destination and tested for desired display performance, before applying surrounding finishes. Secure nozzles in place to prevent potential misalignment. Swivel type nozzles shall be secured tightly, and may require spot welding to assure desired placement. 16.All lights shall be placed in final destination and tested for desired display performance, before applying surrounding finishes. Secure lights in place to prevent potential misalignment. STRUCTURAL 1.For water feature structural information, refer to projectâ€™s structural drawings. Fluidity drawings do not cover structural information and do not represent the structural engineering discipline.SUBMITTALS 1.Prior to submitting shop drawings, the Contractor shall submit for Fluidityâ€™s review, a construction schedule, which details the estimated quantity of shop drawings and the date the shop drawings will be received by Fluidity. In accordance with the shop drawing schedule, the Fluidity will return the shop drawing items as stipulated project-wide. 2.The Contractor is to review each submittal prior to forwarding to Fluidity. The Contractor is to sign each submittal verifying that the following is addressed: a)The shop drawing is requested b)The shop drawing is based on the latest design c)The design professionalâ€™s comments from previous submittals are addressed d)The work is coordinated among all construction trades e)Revisions from previous submittals are clearly marked by circling or clouds f)Submittal is complete g)Submittal does not include substitution request h)Submittal shall include a stamp indicating project name and location, submittal number, specification section number 3.Fluidity shall return, without comment, submittals which the contractor has not stamped or which do not meet the above requirements. Fluidity's review of submittals shall be for general conformance with the design intent. Refer to specifications for items that require submittals and shop drawings for Fluidity's review. WATER FEATURE GENERAL NOTES 19 May 2022 W0.01 WS-02 CUSTOM CONCRETE FIELD COLOR SAND FINISH SHAW & SONS - QCP WS-03 WS-04 WS-05 LEAF FORMS TUNDRA GREENFLAMED WS-06 SHAW & SONS-QCP-"GR2" CUSTOM CONCRETE CUSTOM CONCRETE CUSTOM CONCRETE GRANITE FIELD COLOR FIELD COLOR EDGE RIBBON SAND FINISH SAND FINISH SAND FINISH SHAW & SONS - QCP SHAW & SONS - QCP SHAW & SONS - QCP COLDSPRING GRANITE REMOVABLE PAVERS 2" THICK SHAW & SONS-QCP-"WT1" SHAW & SONS-QCP-"GN2" SHAW & SONS-QCP-"LATTE" REMOVABLE PAVERS 2" THICK WS-06B CUSTOM CONCRETE EDGE RIBBON REMOVABLE PAVERS SAND FINISH SHAW & SONS - QCP SHAW & SONS-QCP- "ADOBE TOUPE"TBD 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 Finishes Key Plan Not to Scale RFI 103 RFI 42 RFI 49 1 Site Plan North RECIRCULATING INTERACTIVE WATER FEATURE - EQUIPMENT VAULT AND TANK MECHANICAL VAULT SIZE: 24' X 8' X 8' HIGH (CLEAR INTERIOR DIMENSION) WATER TANK VAULT SIZE: 24' X 8' X 8' HIGH (CLEAR INTERIOR DIMENSION) PROVIDE THE FOLLOWING UTILITIES TO THE MECHANICAL VAULT: COLD WATER SUPPLY : 1-1/2â€œ POTABLE SUPPLY FROM CODE-APPROVED BACKFLOW PREVENTER, REGULATED TO 50 PSI SEWER CONNECTION : 2â€ FORCED MAIN POWER TO WATER FEATURE VAULT: 3 CIRCUIT, 20 AMPS @ 120 VAC, SINGLE-PHASE MAIN FEEDER TO ABOVE GROUND ELECTRICAL ROOM: 1 CIRCUIT, 150 AMPS @ 208Y/120 VAC, 3-PHASE, 4-WIRE + GROUND WATER FEATURE TECHNICAL DESCRIPTION : INTERACTIVE WATER PLAY AREA THIS WATER FEATURE IS COMPRISED OF SIX SETS OF ARCHING INTERACTIVE WATER PLAY JETS OVER A THIN LAYER OF WATER FLUIDITY CALLS A WATER MEMBRANE. THE WATER MEMBRANE IS CREATED FROM RECESSED TROUGHS CENTERED WITHIN THE DESIGN, UP-WELLING AND FLOWING TO THE OUTER EDGES WHERE IT IS COLLECTED BY PERIMETER HIDDEN TROUGHS, AND FROM THERE DRAINING AWAY. THE WATER ARCHES FLOW ONTO THE MEMBRANE POOL. THE SIX SETS OF WATER ARCHES ARE ANIMATED TO RISE AND FALL IN GROUPS WHICH EXPLORE VARIOUS PLEASING PATTERNS. THE WATER ARCHES ARE ILLUMINATED FROM COLOR-CHANGING LIGHT FIXTURES, WHICH ARE INTEGRATED FLUSH WITH THE POOL'S PAVING. FINISHES IN THE BASIN ARE STONE AND COLORED CONCRETE. WATERPROOFING IS A FLUID-APPLIED MEMBRANE APPLIED TO THE CAST IN PLACE CONCRETE BASIN BENEATH THE STONE AND CONCRETE FINISHES. THE WATER FEATURE DESIGNER (FLUIDITY) IS RESPONSIBLE FOR PROGRAMMING THE ANIMATION CONTROLLER, INCLUDING THE WATER AND LIGHT CHOREOGRAPHY, AND LOW/HIGH WIND PROGRAMS, WHICH ARE ACTIVATED BY THE ANEMOMETER (WIND SENSOR). THE WATER FEATURE CONTRACTOR IS RESPONSIBLE FOR PROGRAMMING THE PLC (PROGRAMMABLE LOGIC CONTROLLER). REFER TO THE P&ID AND BULLET POINTS ON W1.61 FOR MORE INFORMATION. Scale 3/32" = 1'-0" 20'10'0 WATER FEATURE SITE PLAN 19 May 2022 NOT TO SCALE W1.00 LOCKING - 3'-2" X 3'-2" VAULT ACCESS HATCH SET IN LAWN. HATCH IS SUPPORTED BY AN INTERNAL LADDER TO ACCESS THE VAULT WATER FEATURE WORK POINT 12'-6" 8' - 2 " LOCKING - 3'-0" X 3'-0" TANK ACCESS HATCHES SET IN PAVING. EACH HATCH IS SUPPORTED BY AN INTERNAL LADDER TO ACCESS THE TANK 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 21'-3" 56 ' - 6 " ANEMOMETER TO BE LOCATED ON LIGHT POLE. MOUNTING METHOD BY CONTRACTOR VAULT AND TANK VENT LOCATION (TOTAL 3). REFER TO DETAIL 8/W1.55 WATER FEATURE ELECTRICAL PANELS LOCATED IN ABOVE GROUND ELECTRICAL ROOM 3'-0"3'-0"3'-0" 2' - 6 " 4'-0" CLEAR DECK REFER TO CIVIL DRAWINGS FOR GEOLOCATION ALIGN EDGE OF VAULT ACCESS HATCH WITH EDGE OF PAVING 3 RFI 1 RFI 22 1 North Finishes Plan 10'5'0 Scale 1/2" = 1'-0" WATER FEATURE FINISHES PLAN 19 May 2022 NOT TO SCALE W1.10 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CUSTOM ARCHED WATER NOZZLE (36 total) WATER ARCH DISPLAY FLUSH MOUNTED LIGHT FIXTURE, RGBW (22 TOTAL), CENTERED WITHIN PAVER FLUSH MOUNTED REMOVABLE STONE PAVERS OVER WATER SUPPLY TROUGH INTEGRAL COLOR CONCRETE FLUSH MOUNTED PRECAST CONCRETE FIXED WEIR PAVER WS-06 FLUSH MOUNTED STONE OPEN JOINT PAVERS WS-05. 1 4" OPEN JOINT ALL AROUND 1 W1.30 ASPHALT PAVING SEE LANDSCAPE ARCHITECT'S DRAWINGS CUSTOM COLOR CONCRETE PAVING WS-04 REMOVABLE PRECAST CONCRETE PAVING WS-06B CUSTOM COLOR CONCRETE PAVING WS-03 CUSTOM COLOR CONCRETE PAVING WS -02 CUSTOM COLOR CONCRETE PAVING WS-02 CUSTOM COLOR CONRETE PAVING WS-04 OPEN JOINT STONE PAVING WS-01 OPEN JOINT STONE PAVING WS-01 OPEN JOINT STONE PAVING WS-05 OPEN JOINT STONE PAVING WS-05 37 ' - 9 " 36'-1" 1'- 6 " REMOVABLE PRECAST CONCRETE PAVING WS-06B R2 2 ' - 3 " R25'-1 0 1 2" R41'-1 1 2" R 3 0 ' - 2 1 3 1 6 " R22'-3" R2 5 ' - 1 0 12" EX T E N T O F W A T E R F E A T U R E EXTENT OF WATER FEATURE ASPHALT PAVING SEE LANDSCAPE ARCHITECT'S DRAWINGS 4'-0" CLEAR D E C K R30' - 213 16" R41 ' - 1 1 2" SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE NOTE: THE FINISH SURFACE SURROUNDING THE WATER FEATURE SHALL SLOPE AWAY FROM THE WATER FEATURE PERIMETER. REFER TO CIVIL DRAWINGS SLOPE OPEN JOINT STONE PAVING WS-01 RFI 87 RFI 87 RFI 87 RFI 87 RFI 28 RFI 87 RFI 87 RFI 30 RFI 2 WATER FEATURE BASIN PLAN 19 May 2022 W1.11 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 Basin Plan North 10'5'0 Scale 1/2" = 1'-0" R40 ' - 7 1 2" R40'-7 1 2" 124"Drain with VGB coverDr4 QuantitySizeTypeAbbreviation PENETRATIONS LEGEND 6 61"8 tap submersible junction boxJB8-1 3"Discharge with diverter plateDi3 CUSTOM NOZZLE WATER SUPPLY TROUGH CONCRETE LEDGE FOR SUPPORT FIBERGRATE AND STONE PAVERS DRAIN TROUGH R2 1 ' - 9 " R29'-83 4" R2 5 ' - 4 12" R 2 9 ' - 8 3 4" R21'-9" Di3 Di3 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 LED LIGHT FIXTURE JB8-1Dr4 Dr4 Dr4 Dr4 EDGE OF CONCRETE FINISH JB8-1 JB8-1 JB8-1 JB8-1 JB8-1 Di3 Di3 Di3 R25'-4 1 2" Di1.5 Nozzle supply pipe 361 1/2" Di1.5Di1.5Di1.5 Di1.5 Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5Di1.5Di1.5Di1.5Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 ADJUSTABLE SUPPORT PEDESTAL FOR FIBERGRATE, AS REQUIRED CONCRETE TO RECEIVE WEIR STONE Di1.5 1 W1.30 DRAIN WITH VGB COVER BALL VALVE, ONE PER NOZZLE OPEN 3/4" PIPE FOR CONTROLLED LEAK FROM SUPPLY PITS TO PERIMETER DRAINAGE TROUGH, FOR EMPTYING PITS FOR MAINTENANCE FLEX HOSE BETWEEN VALVE AND NOZZLE, AS REQUIRED 1'-0 " 1'-5 1 2"TYP TYP NOZZLE GROUP A NOZZ L E G R O U P B N O Z Z L E G R O U P C NOZZLE GRO U P D NO Z Z L E G R O U P E NO Z Z L E G R O U P F OPEN 3/4" PIPE FOR CONTROLLED LEAK FROM SUPPLY PITS TO PERIMETER DRAINAGE TROUGH, FOR EMPTYING PITS FOR MAINTENANCE OPEN 3/4" PIPE FOR CONTROLLED LEAK FROM SUPPLY PITS TO PERIMETER DRAINAGE TROUGH, FOR EMPTYING PITS FOR MAINTENANCE OPEN 3/4" PIPE FOR CONTROLLED LEAK FROM SUPPLY PITS TO PERIMETER DRAINAGE TROUGH, FOR EMPTYING PITS FOR MAINTENANCE Di3 ADJUSTABLE SUPPORT PEDESTAL FOR FIBERGRATE, AS REQUIRED SL O P E 1 4"/F T SLOPE 1 4"/FT SL O P E 1 4"/F T SLO P E 1 4"/FT SLO P E 1 4"/F T SL O P E 1 4"/F T S L O P E 14" / F T S L O P E 14" / F T SLOP E 1 4"/FT SLOPE 1 4"/FT SL O P E 14"/ F T SL O P E 14"/ F T S L O P E 14" / F T S L O P E 1 4" / F T SLO P E 1 4"/FT SLO P E 1 4"/F T SL O P E 14"/ F T SL O P E 1 4"/ F T SLOPE 14"/FT SLOPE 14"/FT SLOP E 1 4"/FT SLOP E 1 4"/FT SLOPE 14"/FT SLOPE 14"/FT RFI 86 WATER FEATURE PEN. DIM. PLAN 19 May 2022 W1.12 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 Dr1 R25'-4 1 2" 6" W.P.(WORK POINT) 1 Penetrations Dimension Plan North 10'5'0 Scale 1/2" = 1'-0" 1'- 01 2" 1'-1" 1'-13 4"1'-3"1'-5" 1'- 0 3 4" 1'- 1 1 2" 1'- 2 1 4" 1'-5 1 2" 1'-9 1 4" 1'-1"1'-11 4"1'-214"1'-334"1'-63 4" 1 ' - 7 34" 1' - 5 " 1 ' - 3 1 4" 1' - 2 " 1'- 1 1 4" 1'-91 4" 1'-61 4" 1'-41 2" 1'-31 4"1'-21 4" 1'-51 2" 1'-4" 1'-31 4" 1'-3"1'-3" 1'-81 4" 1' - 6 " 914" 2" 6" 6" 9" 414" 6" 9" 31 4" 6 " 1' - 1 3 4" 4" 6" 91 4" 614" 3 " 3" 3" 3" 3" 3'- 1 3 4" 13 ' - 5 3 4" 19 ' - 9 " 2' - 4 1 4" 15 ' - 0 1 4" 12 ' - 2 1 2" 6'-73 4"25'-1" 22'-1" 10'-71 2" 3'-73 4" 93 4" 13'-61 4" 21'-13 4" 24'-61 4" 8' - 3 1 2" 3' - 9 1 2" 5' - 1 0 1 2" 16 ' - 0 1 2" 10 ' - 1 0 " Di3 Di3 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 Dr4 JB8-1Dr4 Dr4 Dr4 Dr4 JB8-1 JB8-1 JB8-1 JB8-1 JB8-1 Di3 Di3 Di3Di1.5Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5Di1.5Di1.5Di1.5Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di1.5 Di3 124"Drain with VGB coverDr4 QuantitySizeTypeAbbreviation PENETRATIONS LEGEND 6 61"8 tap submersible junction boxJB8-1 3"Discharge with diverter plateDi3 Di1.5 Nozzle supply pipe 361 1/2" 2'-31 2" 3'-13 4" 5'-31 2" 9'-11 2" 3'-113 4" 6'-11 4" 4' - 1 1 2" 3' - 2 1 4" 13'-03 4" 16'-7" Di1.5 NOTE: ADJUSTABLE SUPPORT PEDESTALS FOR FIBERGRATE ARE OMITTED ON THIS PLAN FOR CLARITY 7' - 0 " 1 Concrete Dimension Plan North 10'5'0 Scale 1/2" = 1'-0" WATER FEATURE CONC. DIM. PLAN 19 May 2022 W1.13 R40 ' - 7 1 2" R40'-7 1 2" 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 R2 1 ' - 9 " R29' - 83 4" R2 5 ' - 4 12" R 2 9 ' - 8 3 4" R21'- 9 " R25'-4 12" 1'-0 " 1'-5 1 2" 6 " 6" 6" 6" 6" 16 ' - 6 1 2" 3' - 2 3 4" 8' - 8 " 20 ' - 1 3 4" 13 ' - 6 1 2" 10 ' - 7 1 4" 10 ' - 2 1 4" 7'- 1 3 4" 2' - 1 3 4" 1'- 9 " 1'- 5 " 5' - 2 " 4'- 1 1 1 2" 2' - 7 " 914" 4' - 3 1 4" 11 ' - 1 1 2" 10 ' - 6 1 2" 7' - 1 1 1 4" 7'-01 4" 3'-0" 1'-31 4" 27'-61 2" 20'-43 4" 17'-81 2" 15'-91 2" 10'-73 4" 10'-71 4" 10'-61 4" 7'-4" 6'-113 4" 51 4" 4'-11 4"25'-11 2" 17'-10" 16'-71 2" 10'-51 4" 4'-111 4" R8 ' - 7 12" R 1 7 ' - 9 12" R 9 ' - 1 1 3 4" R 7 ' - 7 1 2" R 9 ' - 4 3 4" R6' - 8 1 2" R5'- 2 1 4" R10'- 4 " R1 3 ' - 8 1 2" R6'- 8 " R1 4 ' - 6 1 4" R7 ' - 7 1 2" R5'- 5 1 4" W.P.(WORK POINT) NOTE: PIPE/CONDUIT PENETARTIONS AND ADJUSTABLE SUPPORT PEDESTALS FOR FIBERGRATE ARE OMITTED ON THIS PLAN FOR CLARITY THE WATER ARCH DISPLAYS ARE SHOWN HERE DIAGRAMMATICALLY. THE ACTUAL STREAMS WILL HAVE A MORE RAGGED QUALITY - NOT AS SMOOTH AS SHOWN IN THESE ELEVATIONS 1 2 East Elevation South Elevation 3 4 West Elevation North Elevation 10'5'0 Scale 1/2" = 1'-0" 10'5'0 Scale 1/2" = 1'-0" 10'5'0 Scale 1/2" = 1'-0" 10'5'0 Scale 1/2" = 1'-0" WATER FEATURE ELEVATIONS 19 May 2022 W1.20 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 6'- 0 " MA X I M U M J E T D I S P L A Y H E I G H T THE WATER ARCH DISPLAYS ARE SHOWN HERE DIAGRAMMATICALLY. THE ACTUAL STREAMS WILL HAVE A MORE RAGGED QUALITY - NOT AS SMOOTH AS SHOWN IN THESE ELEVATIONS 6' - 0 " MA X I M U M J E T D I S P L A Y H E I G H T 6' - 0 " MA X I M U M J E T D I S P L A Y H E I G H T 6' - 0 " MA X I M U M J E T D I S P L A Y H E I G H T 1 Transverse Section 5'1'0 Scale 1" = 1'-0" WATER FEATURE SECTION 19 May 2022 W1.30 1 W1.50 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 CUSTOM NOZZLE WATER SUPPLY TROUGH CONCRETE LEDGE FOR STONE PAVERS DRAIN TROUGH LED LIGHT FIXTURE ADJUSTABLE SUPPORT PEDESTAL FOR FIBERGRATE, AS REQUIRED BALL VALVE, ONE PER NOZZLE 2 W1.50 3 W1.50 WATER ARCH DISPLAYFLUSH MOUNTED REMOVABLE STONE PAVERS OVER WATER SUPPLY TROUGH INTEGRAL COLOR CONCRETE FLUSH MOUNTED PRECAST CONCRETE FIXED WEIR PAVER WS-06 REMOVABLE PRECAST CONCRETE PAVING WS-06B INTEGRAL COLOR CONCRETE FIBERGRATE TO SUPPORT OPEN JOINT GRANITE PAVERS SUBMERSIBLE JUNCTION BOX FLUSH MOUNTED LIGHT FIXTURE, RGBW (22 TOTAL) REMOVABLE PRECAST CONCRETE PAVING WS-06B 1'- 1 0 " 4" 1' - 0 " 6" 4" 4" TOPPING SLAB 3/4" PIPE TO PASSIVELY DRAIN SUPPLY PITS TO PERIMETER DRAINAGE TROUGH 3/4" PIPE TO PASSIVELY DRAIN SUPPLY PITS TO PERIMETER DRAINAGE TROUGH CUSTOM CONCRETE FINISH WATER FEATURE DETAILS 19 May 2022 W1.50 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1 Weir and Drain Trough Detail R 14" 1 2" 1'-0"1' - 1 1 4" 3" DRAIN TROUGH DRAIN WITH VGB COVER FLUSH MOUNTED PRECAST CONCRETE FIXED WEIR PAVER WITH 1 2" BULLNOSE WS-06 REMOVABLE PRECAST CONCRETE PAVING WS-06B ASPHALT PAVING SEE LANDSCAPE ARCHITECT'S DRAWINGS STAINLESS STEEL PAVERS SUPPORT ANGLES WITH PAVER LOCATOR TABS WATER LEVEL WATER FEATURE CONCRETE STRUCTURE FLUID APPLIED WATERPROOFING MEMBRANE 2 Water Supply Trough Detail CUSTOM NOZZLE BALL VALVE, ONE PER NOZZLE 1/2 " DIAMETER WATER ARCH DISPLAY 2" THICK REMOVABLE STONE PAVER WITH 14" OPEN JOINT ALL AROUND FIBERGRATE TO PROVIDE CONTINUOUS SUPPORT FOR STONE PAVERS SLAB HANGER LED UPLIGHT 1'6"0 Scale 1-1/2" = 1'-0" 1'6"0 Scale 1-1/2" = 1'-0" WATER SUPPLY TROUGH CONCRETE LEDGE FOR SUPPORT FIBERGRATE AND STONE PAVERS WATER SUPPLY WITH DIVERTER PLATE 1' - 0 " 3"3" 4"3" 1" ADJUSTABLE SUPPORT PEDESTAL FOR FIBERGRATE, AS REQUIRED NOZZLE SUPPLY MANIFOLD CONTINUOUS PERIMETER WATER RETURN SLOT, 1 2" WIDE WATER FEATURE CONCRETE STRUCTURE FLUID APPLIED WATERPROOFING MEMBRANE FLUSH MOUNTED PRECAST CONCRETE FIXED WEIR PAVER WITH 1 2" BULLNOSE WS-061 2" CONTINUOUS PERIMETER WATER RETURN SLOT, 1 2" WIDE 1'-0" 1' - 0 " 4"3" 1" ASPHALT PAVING SEE LANDSCAPE ARCHITECT'S DRAWINGS 4" 3" CIRCULAR BLOCK OUT IN CONCRETE FINISH FOR NOZZLE 1 4"14"21 2" NOZZLE SUPPLY PIPE WITH BALL VALVE BACKER ROD AND SEALANT 1 4" 1 8" WATER DEPTH 3 1'6"0 Scale 1-1/2" = 1'-0" SLAB HANGER LED UPLIGHT, BEZEL TO BE RECESSED IN STONE TO BE FLUSH WITH TOP OF STONE PAVER 1 8" WATER DEPTH 21 4" ADJUSTABLE SUPPORT PEDESTAL FOR FIBERGRATE, AS REQUIRED 2"2" THICK REMOVABLE STONE PAVER FIBERGRATE OPENING CUT IN FIBERGRATE FOR LIGHT FIXTURE 1 8" Enlarged Light Fixture Detail Scale 3" = 1'-0" Enlarged Nozzle Detail Scale 3" = 1'-0" Weir and Drain Trough Detail 1 4"1 4" FLEX HOSE CONNECTION 1' - 0 " 6" 1' - 1 0 " 1 8" STONE PAVER SPACER INTEGRAL TO SIDE OF PAVER FOR JOINT CONTROL, 14" SPACER 1' - 0 " 4" TOPPING SLAB 3/4" PIPE TO PASSIVELY DRAIN SUPPLY PITS TO PERIMETER DRAINAGE TROUGH 3/4" PIPE TO PASSIVELY DRAIN SUPPLY PITS TO PERIMETER DRAINAGE TROUGH PAVE EL PAVER SUPPORT, WITH LOCATOR TABS, AS REQUIRED 1' - 0 1 4" 4" 8" RFI 107 RFI 31 RFI 99 RFI 37 3 Scale 6" = 1'-0" Typical Conduit/Piping Penetration Typical Waterproofing Detail1 Scale 6" = 1'-0" Discharge/Suction Plate Detail2 Scale 6" = 1'-0" 6 Scale 6" = 1'-0" 5 Scale 6" = 1'-0" Typical Concrete Joints Detail Typical Waterproofing Anchor Penetrations Detail Typical Vent from Vault Detail8 Scale 1" = 1'-0" Typical Detail at Paver Supports4 Scale 6" = 1'-0" Typical Detail at Concrete Core7 Scale 6" = 1'-0" Concrete slab Adjustable paver support, as required. Epoxy base to waterproofing as required Protection Board Continuous fluid applied waterproofing membrane Primer Grout pack EPDM modular seal - install per manufacturer specs Waterstop flange Continuous fluid applied waterproofing membrane Concrete Polystryene fill as required per project Concrete Cant strips at all changes of plane Continuous fluid applied waterproofing membrane Adhesive Neoprene sheet per manufacturer specs Concrete Between 2-3x Square x Pipe diameter per MEP drawings Dowel and epoxy Continue waterproofing inside pipe approx. 3" Flange-type waterstop Provide sealant all around pipe Threaded rod (Typ. 4) Continuous fluid applied waterproofing membrane 1/ 3 x Stainless steel diverter/anti-vortex plate Concrete Neoprene pad Flange-type waterstop 1/2" chamfer - fill with sealant 3" Continuous fluid applied waterproofing membrane Adhesive Neoprene sheet per manufacturer specs 1. For PVC pipe or conduit, use 3 16" thick PVC ring. 2. For brass/copper pipe or conduit, use 1 8" thick brass plate silver-soldered or brazed all around on both sides. 3. Fill chamfer with sealant per specifications. Gizmo PVC vent cap 8" PVC pipe Vent fan per Equipment List Provide seal VA R I E S Grout Finish grade VARIES not to exceed 50' Location determined by Landscape Architect Vault structure Waterproofing membrane assembly Neoprene sheet, per waterproofing manufacturer's specifications Washer/Nut Basin concrete slab Threaded rod, dowel and epoxy into concrete Waterproofing membrane assembly Neoprene sheet, per waterproofing manufacturer's specifications Washer/Nut Concrete wall Threaded rod, dowel and epoxy into concrete VERTICAL CONDITION HORIZONTAL CONDITION Note: 1) Refer to fluid applied waterproofing manufacturer instructions prior to installation of waterproofing membrane 2) Gaco Western's Field Technician's review of on-site conditions is required and approval must be met prior to installation Backer rod Adhesive Neoprene sheet Continuous fluid applied waterproofing membrane Primer Width of assembly per manufaturer recommendation Concrete CONTROL JOINT Backer rod Adhesive Neoprene sheet Primer Width of assembly per manufaturer recommendation Continuous fluid applied waterproofing membrane Construction joint material per specs Concrete Expansion joint material per specs Primer Continuous fluid applied waterproofing membrane Chemseal+5 System Factory-applied and cured polysulfide facing Epoxy adhesive both sides of joint face Impregnated foam EXPANSION JOINT CONSTRUCTION JOINT Field-applied polysulfide sealant band and corner bead CL WATER FEATURE TYPICAL DETAILS 19 May 2022 W1.55 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 1' - 8 " LINE SYMBOLS 6 CONCEALED IN SLAB OR UNDERGROUND ELECTRICAL SIGNAL FLOW DIRECTION HOSE OR FLEXIBLE TUBING LINE SIZE M MECHANICAL EQUIPMENT SYMBOLS F INSTRUMENT SYMBOLS (ANSI/ISA S5.1-1984) AIR COMPRESSOR FILTER CARTRIDGE FILTER BASKET STRAINER WYE STRAINER END SUCTION CENTRIFUGAL PUMP SUBMERSIBLE PUMP SUBMERSIBLE PUMP SUMP PUMP VERTICAL TURBINE PUMP BLIND FLANGE REDUCER (CONCENTRIC) REDUCER (ECCENTRIC) CAP (BELL & SPIGOT) CAP (SCREWED) FLOOR DRAIN FLOOR SINK HOSE BIBB HOSE CONNECTION PIPE AWAY FROM VIEWER PIPE TOWARD VIEWER INSTRUMENT ABBREVIATIONS ON/OFF HAND/OFF/AUTO VOLTAGE TO PRESSURE TRANSDUCER CURRENT TO PRESSURE TRANSDUCER VOLTAGE TO SPEED TRANSDUCER CURRENT TO SPEED TRANSDUCER 0-1 HOA E/P I/P E/S I/S HS KS KV LSH LSL LSLL LIC LALL LV PSL PAL PI PT ST SIC XS HAND SWITCH TIME SWITCH VALVE CONTROLLED BY TIMER LEVEL SWITCH HIGH LEVEL SWITCH LOW LEVEL SWITCH LOW LOW LEVEL INDICATING CONTROLLER LEVEL ALARM LOW LOW VALVE CONTROLLED BY LEVEL PRESSURE SWITCH LOW PRESSURE ALARM LOW PRESSURE INDICATOR PRESSURE TRANSMITTER SPEED TRANSMITTER (ANEMOMETER) SPEED INDICATING CONTROLLER MOTOR OVERLOAD OTHER INSTRUMENT IDENTIFIER INSTRUMENT FUNCTION IDENTIFIER TAG NUMBER FIELD-MOUNTED INSTRUMENT PANEL-MOUNTED INSTRUMENT NORMALLY INACCESSIBLE INSTRUMENT INSTRUMENTS SHARING COMMON HOUSING PILOT LIGHT INTERLOCK LOGIC RESET FOR LATCHING ACTUATOR (ANSI Z32.2.3) GATE VALVE GLOBE VALVE NEEDLE VALVE BUTTERFLY VALVE CHECK VALVE BALL VALVE AUTOMATIC AIR VENT DIAPHRAGM VALVE PRESSURE REGULATING VALVE (ARM INDICATES SIDE OF VALVE CONTROLLED) VALVE ACTUATOR MOTOR (M) OR PNEUMATIC (P) 3-WAY VALVE PRESSURE RELIEF VALVE (ANSI Z32.2.3) PUMP LIGHT FIXTURE DISCONNECT CIRCUIT BREAKER TRANSFORMER, SINGLE PHASE TRANSFORMER, 3 PHASE, DELTA PRIMARY, WYE SECONDARY ELECTRICAL EQUIPMENT SYMBOLS MOTOR STARTER VARIABLE FREQUENCY DRIVE DC POWER SUPPLY OTHER INSTRUMENT IDENTIFIERS (ANSI Z32.2.3) VALVE SYMBOLS FITTING SYMBOLS R XX XX XX ABBREVIATIONS (ANSI Y1.1) ABOVE AUXILIARY BELOW BOLT CIRCLE BLIND FLANGE BOTTOM OF PIPE BOTTOM BRITISH THERMAL UNITS BACKWASH CENTER LINE CAST IRON CEILING CONCENTRIC CONTINUATION OR CONTINUED COPPER CUSTOM COLD WATER DOMESTIC COLD WATER DISCHARGE ECCENTRIC ELEVATION ELBOW EXPOSED FINISHED FLOOR FLANGE FITTING FIBERGLASS REINFORCED PLASTIC HOSE BIBB HOSE CONNECTION HIGH WATER CUTOFF INSIDE DIAMETER INDUSTRIAL COLD WATER LOW WATER CUTOFF NOT IN CONTRACT NORMALLY CLOSED NORMALLY OPEN OUTSIDE DIAMETER OPERATING OPERATING WATER LEVEL POINT OF CONNECTION PRESSURE CONTROL VALVE PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE POLY VINYL CHLORIDE REDUCE STAINLESS STEEL SUCTION THREAD BOTH ENDS THREAD THREAD ONE END UNLESS NOTED OTHERWISE VENT VERTICAL WITH WATER LEVEL WITHOUT ABV AUX BEL BC BL FLG BOP BOT BTU BW CL CI CLG CONC CONT CU CUST CW DCW DISCH ECC EL ELL EXP FIN FL FLG FTG FRP HB HC HWC ID ICW LWC NIC NC NO OD OPER OWL POC PCV PRV PSV PVC RED SS SUCT TBE THD TOE UNO VT VERT W/ WL W/O WATER FEATURE MEP SYMBOLS & ABBREV. 29 October 2021 NOT TO SCALE W1.60 EQUIPMENT SCHEDULE PANEL SCHEDULE 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 3 RFI 44 WATER FEATURE PIPING SCHEMATICS 29 October 2021 NOT TO SCALE W1.61 Notes for Interactive Feature 8nOess otKerZise noteG pressuri]eG pipinJ sKaOO Ee ScKeGuOe P9C 'rain anG vent pipinJ sKaOO Ee ScKeGuOe ':9 ZitK sZeep fittinJs at cKanJe in Girection 'rain pipinJ sKaOO sOope at PiniPuP per ft FittinJs for cKanJes in pipe si]e sKaOO Ee eccentric PipinJ sKaOO Ee seOf GraininJ for Zinteri]inJ PuPps sKaOO Ee NSF certifieG NC NC FiOO 9aOve L9 +ose EiEE ZitK vacuuP EreaNer NO NO NO Pressure 7ransPitter L7 NC NO to SuPp psi :C :L C LIC L:C L$LL 5 (quipPent 9auOt SZitcKeG SuPp PuPp Su P p ' i s c K a r J e :a t e r S u p p O \ FiOter PuPp 5unninJ perPissive to aOO puPps to S a n i t a r \ S e Z e r O5 +S :LC +iJK :ater 9ent to pOanter FOoZ 5ate JpP 7'+ ft 0otor +p 5P0 NO FiOter PuPp P $N' +S ;S NO7 $N' OL NO7 +anG .S $uto +O$ InteJraO %asNet Strainer NC 7a n N CKOorinator :4 FI JpP $9 CKOorinator 9aOve $GMust FOoZ CeOO $( $IC to SuPp p+O5P ControOOer +J psi PI to SuPp NC $$ $OarP NO NC 0 0e P E r a n e P o o O ' i s c K a r J e 0 CoOGZater suppO\ FroP coGeapproveG EacNfOoZ preventer ScK P9C Cu tuEinJ NO LS+ LC 9auOt FOoat SZitcK to 0ain FeeGer SKunt 7rip $utoPatic 'upOe[ SuPp PuPp Su P p ' i s c K a r J e SuPp PuPp PaneO S\steP 9oOuPe JaOOons 7urnover 5ate JpP 7urnover 7iPe Pinutes 7anN [ [ +eiJKt 0a[iPuP usaEOe GeptK FI JpP 7erPinate aEove Zater OeveO to S a n i t a r \ S e Z e r FOoZ 5ate JpP 7'+ ft 0otor +p 5P0 NO %asNet Strainer F +Jpsi 0ePErane PooO PuPp P $N' +S ;S $N' OL NO7 +anG .S $uto +O$ PI .< 9F' psi PuPp SpeeG PI to SuPp NC Fi O t e r p u P p ru n n i n J NO FOoZ 5ate JpP 7'+ ft 0otor +p 5P0 NO %asNet Strainer F[$ +Jpsi -et PuPp P[ [ $N' +S ;S $N' OL [ NO7 +anG .S [ $uto +O$ PI .< 9F'[ psi PuPp SpeeG PI to SuPp NC NO SIC :inG ControOOer staJe $nePoPeter S7 PpK SS+ SS++ .IC $niPation ControOOer 0uOtipOe Sequences Sp e e G S i J n a O t o -e t P u P p s 7\picaO for Met puPps (quipPent taJ [ tKrouJK -e t ' i s c K a r J e 7\p 'i s c K a r J e 'eEris Screen 'r a i n 'r a i n 7\p 7\p 7\picaO -ets -e t ' i s c K a r J e -e t ' i s c K a r J e -e t ' i s c K a r J e -e t ' i s c K a r J e -e t ' i s c K a r J e *r o u p % PPPPP froP .IC froP .IC 0ePErane PooO 'iscKarJe -et 'iscKarJe 'rain 'rain 89 S t e r i O i ] e r 89 $( 89 PaneO $IC $$ $uGiEOe 89 LoZ LiPit InOine Strainer F[% to SuPp NC 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 'uct Fan IntaNe fan IoZ OeveO vent to pOanter ([Kaust fan KiJK OeveO vent to pOanter NO FiOter 'iscKarJe P -e t ' i s c K a r J e FiOter 'iscKarJe 'rain NO $rea ftÃ² CartriGJe FiOter F to SuPp NC NO PI NC JpPftÃ² PLC Sequence of Operation 7Ke FiOter PuPp is starteG usinJ 'OL 7Ke fiOter puPps can Ee operateG in +anG PoGe anG $uto PoGe 7Ke puPp ZiOO operate if foOOoZinJ siJnaOs are KeaOtK\ Â·:ater OeveO in 7anN Â·89 OeveO 7Ke 'ispOa\ PuPps are controOOeG usinJ 9ariaEOe Frequenc\ 'rive 9F' 7Ke GispOa\ puPps can Ee operateG in +anG PoGe anG $uto PoGe 7Ke puPps ZiOO operate if foOOoZinJ siJnaOs are KeaOtK\ Â·:ater OeveO in 7anN Â·FiOter puPp is operatinJ Â·CKePicaO LeveO 7Ke O]onator is starteG ZKen fiOter puPp is operatinJ anG tKe onoff sZitcK is ON position 7Ke FiOO 9aOve is openeG ZKen tKe Zater OeveO in tanN reacKes fiOO OeveO anG cOoses ZKen it reacKes cOose OeveO 7Ke tanN suPp puPp is starteG ZKen tKe Zater OeveO in tKe tanN reacKes overfOoZ OeveO anG stops ZKen it reacKes sKutoff Zater OeveO 7Ke OeveOs are storeG in PLC 7Kese OeveOs are JenerateG E\ tKe PLC usinJ tKe anaOoJ siJnaO froP tKe Pressure 7ransPitter L7 *r o u p C *r o u p ' *r o u p ( *r o u p F sOope per pOan sOope per pOan 3 20 8 Y / 1 2 0 V A C 3É¸, 4 w i r e + G n d 150 A 3 PST Junction Box Incoming Power Refer to facility electrical drawings for panel location, circuit identification and feeder size. 1.0 P- Filter Pump 2 Hp, 7.5 FLA St a r t / S t o p fr o m P L C 30 A 3 P 3 # 1 2 + 1 2 G n d 3/ 4 " C o n d u i t Wa t e r t i g h t Fl e x C o n d u i t HS-1.0 2 Hp 3 P 3 # 1 2 20 8 V A C 1.1 P- 3 # 1 0 + 1 0 G n d 3/ 4 " C o n d u i t Wa t e r t i g h t Fl e x C o n d u i t HS-1.1 5 Hp 3 P Membrane-Pool Pump 5 Hp, 17 FLA 3 # 1 0 20 8 V A C VFD-1.1 5 Hp 3 P St a r t / S t o p fr o m P L C 15 A 3 P MS-1.0 2 Hp 3 P Electrical Room 15 A 3 P 1.x P- 3 # 1 2 + 1 2 G n d 3/ 4 " C o n d u i t Wa t e r t i g h t Fl e x C o n d u i t HS-1.x 112 Hp 3 P Jets Pump 112 Hp, 6.6 FLA 3 # 1 2 20 8 V A C VFD-1.x 112 Hp 3 P St a r t / S t o p fr o m P L C Lighting Panel LP-1.0 208Y/120 VAC, 60 Hz, 3 É¸, 4 Wire Bus, 10 kA AIC GFCI 2 # 1 2 12 0 V A C 15 A 1 P Panel Fan 112" Conduit #10 Gnd 150 A 3 P 15 A 1 P Vault Duplex Sump Pumps Sump Pump Panel 2 # 1 2 12 0 V A C 15 A 1 P 2 # 1 2 12 0 V A C Vault Lights 50W Each 2 # 1 2 + # 1 2 G n d 12 0 V A C GFCI Vault Fan 111W Each Va u l t H a t c h Sw i t c h 2 # 1 2 + # 1 2 G n d 12 0 V A C T- S t a t 2 # 1 2 + # 1 2 G n d 12 0 V A C 15 A 1 P 2 # 1 2 12 0 V A C Vault Float Switch 1.00 LSH 2 # 1 4 12 V A C , 34" C o n d u i t Level Controller 1.00 LC Co n t r o l f o r Sh u n t T r i p Typ 6 Typical for jet pump P-1.2 through -1.7 1" Conduit #12 Gnd Processor PLC 2 # 1 2 12 0 V A C LV Fill Valve 2 # 1 4 + # 1 4 G n d 12 0 V A C , 3 4" C o n d u i t LT Pressure Transmitter 1.00 1.00 2 # 1 4 + # 1 4 G n d 24 V D C , 34" C o n d u i t Input 15 A 1 P Anemometer (location by L.A.) 1 # 2 4 S h i e l d e d 9 - c o n d u c t o r (B e l d e n 9 7 2 8 ) 4- 2 0 m A @ 2 4 V D C 1" C o n d u i t ST 1.00 24 VDC Power Supply Pharos LPC1 DMX Controller 60 W 24 VDC 24 VDC DMX Output 4 Port Unmanaged Ethernet Switch LAN LAN LAN LAN CAT 5e Wind State 1 C A T 5 e 34" C o n d u i t Co n n e c t i o n t o L A N From AIC-1.01 From AIC-1.00 DMX to Analog 8 C h a n n e l s , 0 - 1 0 V D C to P u m p V F D & F o g V F D DMX 2 # 1 2 + # 1 2 G n d 12 0 V A C , 3 4" C o n d u i t LED 8-Port Submersible Junction Box #8 Gnd Max 4 15 A 1 P LED Power/Data Supply LEDPS-1.0 500 W, 24 VDC 32 Channels 2 # 1 2 + # 1 2 G n d 24 V D C , P o w e r 1 C a t 5 a , D M X 1" C o n d u i t 1 Belden 3105A DMX, 3 4" Conduit 15 A GFCI AE Chlorinator Valve AV ORP Sensor 1.00 1.00 Fi x t u r e C o r d Al a r m to P L C MS-2.0 13 Hp 15 A 1 P 2 # 1 2 12 0 V A C Sump Pump 13 Hp, 7.2 FLA Ma n u f a c t u r e r ' s C a b l e 1" C o n d u i t 1.0 SP- Ta n k Control Panel CP-1.0 UV Sterilizer 30 A 1 P 2 # 1 0 + # 1 0 G n d 20 8 V A C , 34" C o n d u i t 1.1 UV UV Control Panel AIC-1.01 Al a r m to P L C 112" Conduit #10 Gnd Equipment Vault Typ 6 Submersible Lights 5 W RGBW LED Total 22 In t e r a c t i v e D e c k 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE ELEC. SCHEMATICS 29 October 2021 NOT TO SCALE W1.71 Notes: 1.Internet Connection to be Coordinated with IT. 2.Interactive feature shall conform to NEC680.26, with all metallic parts bonded to the structural reinforcing steel or to a copper-conductor grid. 15 A 1 P 2 # 1 2 12 0 V A C 1 # 1 8 S h i e l d e d P a i r 4- 2 0 m A @ 2 4 V D C , 3 / 4 " C o n d u i t Fi x t u r e C o r d Fi x t u r e C o r d 1 # 1 8 S h i e l d e d P a i r 4- 2 0 m A @ 2 4 V D C , 3 / 4 " C o n d u i t ORP Controller AIC-1.00 1 C A T 5 e 34" C o n d u i t to AIC-1.00 fr o m C P - 1 . 0 to C P - 1 . 0 Junction Box 3 # 1 2 20 8 V A C 3 # 8 20 8 V A C 3 # 1 0 20 8 V A C St a r t / S t o p fr o m P L C Pu m p S p e e d fr o m A n i m a t i o n C o n t r o l l e r Pu m p S p e e d fr o m A n i m a t i o n C o n t r o l l e r Ma n u f a c t u r e r ' s C a b l e 1" C o n d u i t 3/4" Conduit #12 Gnd Ma n u f a c t u r e r L o w Vo l t a g e C a b l i n g , 34" C o n d u i t Ma n u f a c t u r e r H i g h Vo l t a g e C a b l i n g , 1 " C o n d u i t Ma n u f a c t u r e r L o w Vo l t a g e C a b l i n g , 34" C o n d u i t Ma n u f a c t u r e r H i g h Vo l t a g e C a b l i n g , 1 " C o n d u i t 2 # 1 4 + # 1 4 G n d 12 0 V A C , 3 4" C o n d u i t 3 3 3 3 3 2" Sump discharge to sanitary P-1.0 Sump Eyewash Sump-Pump Panel 6" Vent Exhaust8' 3'-2" Access 3'-2" Access 24' Ba s k e t St r a i n e r Tank 3' Access 3' Access Equipment Vault P-1.1 LT-1.00 2'-6" 2'-6" 10 " D r a i n F-1.1 6" Vent Intake 112" Incoming-water supply 8' P-1.2 P-1.3 P-1.4 P-1.5 P-1.6 P-1.7 F-1.2A F-1.3A F-1.4A F-1.5A F-1.6A F-1.7A Tank Sump 1'-6" 1'-6" WQ-1.1 2" Sump discharge to sanitary 10 " D r a i n Ba s k e t St r a i n e r 6" Tank Vent 34" C o n d u i t 1" C o n d u i t 112" C o n d u i t F-1.0 1" C o n d u i t 34" C o n d u i t 34" C o n d u i t Co n t r o l P a n e l CP - 1 . 0 LP-1.0Lighting Power Supply UV panel 36" Clearance for Electrical Panels START STOP RESET CLEAR ENTER RUNNING WARRINGTON, ENGLANDWilland +44 (0)1942 685511 atg t FAULT Electrical Room 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE VAULT PLAN 29 October 2021 AS NOTED W1.81 5'1'0 Equipment Vault and Tank Plan1 Scale 3/4" = 1'-0" 5' 1'0 Electrical Room Plan2 Scale 3/4" = 1'-0" 3" Jet pump suction Typical 6 Stainless-steel ladder with ladder-up extension Float switch to power shunt trip LSH-1.00/LC-1.00 8" Membrane-pool pump suction 3" Filter pump suction Haning stainless-steel basket strainer Typ 2 Screen material MCNICHOLS 1853311641, round hole, stainless steel type 304, 16 gauge, mill finish, 5/32" holes on 3/16" centers, staggered pattern, 63% open or equal Link Seal (Typ) 2" Filter pump discharge to tank Typical 2 Water supply to tank Elevated Drain Trough 2 W1.82 4 W1.84 3 W1.84 2 W1.84 1 W1.84 1 W1.82 1 W1.83 3 W1.81 5'1'0 Electrical Room Elevation3 Scale 3/4" = 1'-0" AIC-1.01 LEDPS-1.00LP-1.0CP-1.0 6" Tank Vent6" Tank Vent 2 " Sump discharge Sump Ã˜1'-2" 10" Pipe Ã˜1'-2" 10" Pipe 1' 7'-1112" 1' 8' 24' 1'1' 6" 8' Overflow Water Level - Tank sump pump on Low-Low Water Level -Feature pump off Low Water Level - Fill valve open ShutOff Water Level6" 1' 6" 2' 4" Tank beyond 1'-2"1'1'1'-3" 6" 1'-6"1'-6" 1'-9" Ã˜1' 8" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜5" 3" Pipe Ã˜4" 2" Pipe Ã˜4" 2" Pipe Ã˜4" 1-1/2" Pipe Ã˜3" 3/4" Conduit Jet Pump P-1.2 Suction Ã˜3" 3/4" Pipe Jet Pump P-1.3 Suction Jet Pump P-1.4 Suction Jet Pump P-1.5 Suction Jet Pump P-1.6 Suction Jet Pump P-1.7 Suction Membrane-Pool Pump P-1.1 Suction Filter Pump P-1.0 Suction 8' 24' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE VAULT ELEVATION 29 October 2021 AS NOTED W1.82 5'1'0 Tank Elevation1 Scale 3/4" = 1'-0" 3" Jet Discharge Typical 6 Custom Fabricated 304 SS Elevated Drain Trough 8" Membrane-Pool Discharge 10" Drain Typical 2 5'1'0 Equipment Vault Elevation2 Scale 3/4" = 1'-0" Custom hanging stainless-steel basket strainer Typical 2 Custom fabricated cradle Provide rope for lifting Filter Discharge to Tank Filter Discharge to Tank Water Supply to Tank Sump Pump Conduit Vault Floor EL.: +137.90' Finished Surface EL.: +149.90' Vault Floor EL.: +137.90' LSH-1.00 LC-1.00 Equipment Vault Sump-Pump Panel Eyewash Sump 2 " Sump discharge 1'6" Typ. 8' Ã˜3" 3 4" Conduit Ã˜3" 1" Conduit Ã˜4" 112" Conduit 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE VAULT ELEVATION 29 October 2021 AS NOTED W1.835'1'0 Equipment Vault Elevation1 Scale 3/4" = 1'-0" 5'1'0 Equipment Vault Roof Penetration Plan2 Scale 3/4" = 1'-0" Vault Floor EL.: +137.90' 3" Jet Pump Discharge Typical 6 8" Membrane-Pool Pump Discharge Equipment Vault Tank Basket Strainer 8'12' 10" Drain 4" 1'-3" Equipment Vault Tank Basket Strainer 8'12' 10" Drain Basket Strainer F-1.1 4"412" 1'-2"712" Membrane-Pool Pump P-1.1 Equipment Vault Tank 8' 8'8' 4" 1' Eyewash Equipment Vault Tank LV-1.00 Sump 1'6" Ã˜4" 2" Pipe 9" 3'-412" Ã˜4" 112" Pipe 6" Ã˜4" 2" Pipe 1'-4"2'-3" Ã˜10" 6" Pipe 8' 8' 8' 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE VAULT ELEVATION 29 October 2021 AS NOTED W1.84 5'1'0 Filter Pump Elevation1 Scale 3/4" = 1'-0" 5'1'0 Membrane-Pool Pump Elevation2 Scale 3/4" = 1'-0" 3" Jet Discharge to Feature 3" Discharge to Filter 5'1'0 Jet Pump Elevation3 Scale 3/4" = 1'-0" Basket Strainer F-1.5A Inline Strainer F-1.5B Jet Pump P-1.5 5'1'0 Vault and Tank Elevation4 Scale 3/4" = 1'-0" Filter Pump P-1.0 2" Sewer Discharge to Sanitary 6" Vault Exhaust 112" Incoming Water Supply 112" Water Supply to Tank 2" Sewer Discharge to Sanitary 8" Membrane-Pool Discharge to Feature Vault Floor EL.: +137.90' Vault Floor EL.: +137.90' Vault Floor EL.: +137.90' Vault Floor EL.: +137.90' RFI 24 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE PIPING PLAN 29 October 2021 AS NOTED W1.85 1 10'5'0 Discharge Piping Plan Scale 1/4" = 1'-0" 3" Jet Discharge Header Typical 6 8" Membrane-Pool Discharge Header 3" Jet Discharge Manifold Typical 6 3" Membrane Pool Discharge Branch Typical 6 Tank Vault Electrical Room 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE PIPING PLAN 29 October 2021 AS NOTED W1.86 1 10" Drain Header with 2% slope Typical 2 10'5'0 Drain Piping Plan Scale 1/4" = 1'-0" 4" Drain Branch Typical 12 Tank Vault Electrical Room 19345 Universal Plaza 9100 SW Burnham St. Tigard, OR 97223 3101 W EXPOSITION PLACE LOS ANGELES, CA 90018 PH: 323.785.1800 FAX: 323.785.1801 rios.com Rios, INCÂ© Fluidity - Water Feature Design & Engineering 724 S Spring St., Ste. 1401 Los Angeles, CA 90014 213.739.9291 KPFF - Civil Engineering KPFF - Structural Engineering 111 SW Fifth Ave., Ste. 2600 Portland, OR 97204 503.542.3860 Interface - Electrical Engineering Interface - Lighting Design Interface - Mechanical Engineering Interface - Plumbing Engineering 100 SW Main St., Ste. 1600 Portland, OR 97204 503.382.2266 Sweeney & Associates - Irrigation Design 38730 Sky Canyon Dr., Ste. C Murrieta, CA 92563 951.461.6830 DD 50% DD 90% DD 100% CD 50% ISSSUE FOR PERMIT CD 100% 19 February 2021 5 March 2021 19 March 2021 29 October 2021 28 January 2022 20 May 2022 ADDENDUM 1 ADDENDUM 2 9 February 2022 11 February 2022 1 2 3 WATER FEATURE CONDUIT PLAN 26 January 2021 AS NOTED W1.87 1 1" Lighting Conduit to Junction Box Typical 6 10'5'0 Electrical Conduit Plan Scale 1/4" = 1'-0" 3 4" Conduit from Electrical Room to Vault Typical 3 Tank Vault Electrical Room 1" Conduit from Electrical Room to Vault Typical 2 112" Conduit from Electrical Room to Vault