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Plans (55) FPS2017 -00197 ( 2/2 ) LJ RIVER TERRACE EAST MULTIFAMILY 0- w CL CO ui Y F-- 0 In w ui W FOR REVIEW APPROVALIMPROVEMENT PLANS o 5 P P FOR oN REFERENCE ONLY (NOT PART OF PERMIT; a N WILL NOT BE INCLUDED WITH AS-BUILTS) N \ TIGARD OREGON v []=NOT INCLUDED o J Q Q ® a_ 0- a_ SHEET INDEX: in C X X X C 0.0 COVER SHEET o E N ® E APPLICANT X X X C 0. 1 GENERAL NOTES ®� NAME: POLYGON WLH, LLC X X X C 0.2 CITY OF TIGARD GENERAL CONDITIONS z m CONTACT: CHRIS WALTHER Y ADDRESS: I E. I ST. OVEX X X C 1 .0 EXISTING RALL P LANS CONDITIONS PLAN VANCOUVER, 1 98660 R X R C 1 . 1 OVERALL SITE PLAN PHONE: (503) 312-6213 s o ® R X R C 1 .3 OOVERALLI T RAD I NGTPLANAN p Z, o= M ® X X R C 1 .4 PRELIMINARYPLAT OWNER R X R C 1 .5 FIRE PROTECTION PLAN o W N TAX LOTS 1400 & 1401 : ARBOR ROAD, LLC �'d'Z� o GRADING PLAN In® �® X X R C 2. 1 SITE LAYOUT B � � X R C 2.2 S I TE LAYOUT C ® CIVIL ENGINEER/SURVEYOR/PLANNER/ARCHITECT X R C 2.3 S I TE LAYOUT D X C 2.3A PEDESTRIAN RAMP ENLARGEMENT NAME: OTAK INCORPORATED X R R C 2.4 STORMWATER DETENTION BASIN PLANNER: LI ILDE RECEIVED - �- � REM LIGOOD ENGINEER: KYLEE CCHH I LDERS, P.E. DRAINAGE PLAN ARCHITECT: BEN BORTOLAllO R X C 2.5 LAYOUT A - - - SURVEYOR: M I KE SPELTS, PLS R X C 2.6 LAYOUT B DEC 19 2017 ®® ( ADDRESS: 808 SW THIRD AVENUE, SUITE 300 R X C 2.7 LAYOUT C \ PORTLAND, OR 97204 R X C 2.8 LAYOUT D CITY OF TIGARD PROJ PHONE: (503) 287-6825 X R R C 2.9 STORM WATER FAC I L I TY OUTFALL UILDING DIVISION FAX: (503) 415-2304 - SITE PLANC 3.0 LAYOUT PLAN A VALIDITY OF PERMIT I FX C 3. 1 LAYOUT PLAN B THE ISSUANCE OFAPERMIT VICINITY MAP BASED ON CONSTRUCTION x C 3.2 LAYOUT PLAN C oocuMENTSANDOTFIert TRANSPORTION ENGINEER X C 3.3 LAYOUT PLAN D N.T.S. DATA SHALL NOT PREVENT NAME: K I TTLESON AND ASSOCIATES, INC. UTILITY PLAN AEOUIRINNOE'OFFICIAL CTIgE r 1.4 CONTACT: JULIA KUHN AR X C 4.0 LAYOUT PLAN A OF ERRORS.OSSC105A O �� �- DDRESS: 610 SW ALDER STREET, SUITE 700 R X PORTLAND, OR 97205 R X C 4. 1 LAYOUT PLAN BCm 402� PHONE: 503 228-5230 C 4.2 LAYOUT PLAN C � � FAX: �503� 273-8169 R X C 4.3 LAYOUT PLAN D 00 IMPROVEMENT DETAILS � f / ENVIRONMENTAL CONSULTANT R x C 5. PVT.STREET DETAILS N R X X C 5. 1 I PVT.STREET DETAILS NAME: ANCHOR QEA X R X C 5.2 STORM & SEWER DETAILS CONTACT: GREG SUMMERS X R X C 5.3 STORM STRUCTURES DETAILS ADDRESS: 6650 SE REDWOOD LANE, SUITE 333 X R X C 5.4 MISCELLANEOUS CLEAN WATER S VICES DETAILS I- --L ,1 C 5.5 WATER SYSTEM DETAILS �OItTMA" CC PORTLAND, OR 97224 R R X C 5.6 WATER SYSTEM DETAIL�FORCODBCOMPL�ANCS C PHONE: 503 670- 1108 x ----9------ FAX: 503 670- 1 128 0, L-!' LANDSCAPE PLAN Ptn"ki _ LLJ UD GEOTECHNICAL ENGINEER X L 1. 1 LANDSCAPE PLAN a X L 1.2 LANDSCAPE PLAN AddreW NAME: GEODES I GN, INC L 1.3 LANDSCAPE PLAN $ Z W Sv0 CONTACT: SHAWN D I MKE, GE, PE x L 1 .4 LANDSCAPE ENLARGED I8,11IN >�at b ADDRESS: 15575 SW SEQUOIA PARKWAY, SUITE 100 L 2. 1 PLANTING DETAILS \ i X PHONE: '�-a-kUR sw 5 �5� z PORTLAND, OR 97224 X L 2.2 LANDSCAPE DETAILS w O (503) 968-8787 X L 2.3 LANDSCAPE DETAILS VAUDITYOF PERMi? a _ L 2.4 LANDSCAPE DETAILS MEIS8UANCECfAPNIT w �--- I X L 2.6 PACNSCAPE SHELDTER 1LS BASED ON CONBTM=tKX4 DETAILS ��� w 1--�--1 0 L 2.7 LANDSCAPE DETAILS DATA SHALL111. 1 1 NOTPREVEIi"�' SITE INFORMATION X LS 1 . 1 WATER QUALITY FACILITY L FRorrt 0 W C) ^ CITY OF TIGARD, OREGON X R LS 1 .2 WATER QUALITY FACILITY PLAIN AILS S 2S1W 06, TL 1400 AND 1401 LS 1 .3 WATER QUALITY FACILITY PLANTING PLANS � Q R - 5.26 ACRES X LS 1 .4 WATER QUALITY FACILITY PLANTING DETAILS a F _ X LS 1 .5 WATER QUALITY FACILITY PLANTING NOTES AND DETAILS �y -- ZONE: R-25PD (RIVER TERRACE COMMUNITY PLAN) X TC I TREE CANOPY AND SOIL VOLUME PLAN W w li g .T X TC 2 TREE CANOPY AND SOIL VOLUME PLAN W O RII - X TC 3 TREE PRESERVATION AND REMOVAL PLAIWFFICE COPY > F�� EROSION CONTROL PLANS LL. U O -- �� - X X EC-0.0 COVER SHEET AND GENERAL NOTES -� X X EC- 1 .0 CLEARING AND DEMOLITION PLAN EC-2.0 BUILDING CONSTRUCTION / CALL BEFORE YOU DIG X X Z EC-3. DETAILS y �1Z PROJECT 1-800-332-2344 X X EC-3.1 DETAILS SITE O z -- WALL PLANS ATTENTION EXCAVATORS: OREGON LAW REQUIRES X P 4.0 MSE WALL DETAILS �R R A Y � COMPLIANCE WITH OAR 952-001 -0010 THROUGH OAR X P 4. 1 WALL AND PLAN AND PROFILE VI. II II .I II I. �� �� X P 4.2 WALL E, F, N AND X PLAN AND PROFILE It HanmiGlobal Partner 952-001 -0090. THESE RULES MAY BE OBTAINED BY X P 4.3 WALL C, M AND W PLAN AND PROFILE CALLING OREGON UTILITY NOTIFICATION CENTER 808 SA 3rd Ave., Ste. 300 E �� 503-232- 1987. CONTRACTOR MUST NOTIFY THE X X P 5.0 DETENTION BASIN FACILITY WALLS PLAN AND PROFILE W Portland, OR 97204 & WALLS A R SI S2 AND R -X CENTER AT LEAST TWO WORKING DAYS BEFORE, BUT Q Phone: ((503 215-8825 _ _ Fax: (503) 415-2304 NOT MORE THAN TEN DAYS BEFORE, COMMENCING X S1 .0 WATER QUALITY FACILITY CIP STRUCTURAL WALL DETAILS Z www.otak.com EXCAVATION. X S1 . 1 WATER QUALITY FACILITY CIP STRUCTURAL WALL DETAILS = 17857 C17857C000 " SITE MAP X S I .2 WALL B C I P STRUCTURAL WALL DETA I L Project No. Drawing No. S1 .3 WALL D CIP STRUCTURAL WALL DETAIL N.T.S. Z X S I .4 WALLS E, F AND N C I P STRUCTURAL WALL DETA I LS C0 , 10 S1 .5 WALL M CIP STRUCTURAL WALL DETAIL o Sheet No. a I © Otek, Inc. 2016 GENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES, CONT. I. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, I . PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, CLEAN WATER SERVICES UNLESS OTHERWISE SHOWN ON THE GRADING PLANS. 11. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED y R&O 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON PUBLIC IMPROVEMENT WORK. STATE STRUCTURAL SPECIALTY CODE (UBC). 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT N 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 503-232- 1987 AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE - ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE o „ APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. ELEVATIONS UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001 -0010 0 c IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. THROUGH OAR 952-001 -0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE a 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO ADMINISTRATIVE CENTER. COMMENCING WORK ON THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. N 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTWITHIN PAVEMENT ARE APPROXIMATE, m r PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL BE FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES N 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR GEOTECHNICAL REPORT. SHALL BE CONDUCTED IN ACCORDANCE W/ THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE o T 0 RECORDS AND AS-BUILTS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE CONTRACTOR. Z o Y RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE THE GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE PRIVATE SANITARY SEWER NOTES LOCATIONS. REMOVED AT THE CONTRACTOR'S SOLE EXPENSE. I. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER �F� S o 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED GREEN. MARK TOTAL �,`�� 9,��o N AND IN ADJACENT STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON IN FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR SHALL COMPACT LENGTH OF 2"x4" AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. a z g` THIS DRAWING, SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY � _ SATISFACTION OF THE UTILITY OWNER. EXISTING SURFACE FEATURES AND FENCING DAMAGED STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR 35) o W N oU BY CONTRACTOR SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE OWNER. ONE FOOT BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. INSTALLED IN ACCORDANCE WITH ASTM D-2321, UNLESS OTHERWISE NOTED. of IL 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS w WORK. CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND OF THE OREGON STATE PLUMBING SPECIALTY CODE (UPC). LINES SHALL BE TESTED AFTER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE CONSTRUCTION IS COMPLETED ( INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY AVAILABLE TO THE ENGINEER. OF BASE ROCK) AND THE LINES HAVE BEEN THOROUGHLY CLEANED. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001 -0010 THROUGH OAR 952-001 -0080. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 4" DIAMETER WITH A MINIMUM 503-232- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE TO ONE ( 1) VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GRADE OF 2.0%. CENTER. GEOTECHNICAL REPORT. 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR FILL AREAS. MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS IS 90%. COMPACTING IS FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR SHALL ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION TO BE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. VICINITY. FOUND AND COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF 6. PIPE BEDDING CLASS "B", UNLESS OTHERWISE APPROVED. CLASS "B" IS 1"-0" CRUSHED ROCK 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED THE WATER ENCOUNTERED. 6" UNDER INVERT TO FOOT OVER PIPE. AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. 11 . THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO 7. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO MEET WASHINGTON COUNTY REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE COMMENCING WORK AND NOTIFY THE ENGINEER OF APPARENT DISCREPANCIES WITH 10. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, AND PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO INFORMATION SHOWN ON THE PLANS. CABLE SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY THE APPROPRIATE AGENCY. SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR COMPANY. SHALL RECOMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS RELATED TO THE PRIVATE STORM DRAIN NOTES RECOMPACTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, I . THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER T y CONDUIT, VAULTS, PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, EXTENDING All MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL 0 STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, MANHOLES, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH LENGTH OF 2x4" AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. ~� AND CABLE). GRADE. STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE C STRUCTURE WITHOUT PONDING. 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A 00 TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE 3. STORM SEWER PIPE, AS NOTED ON PLANS: r CONDITIONS AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND GEOTECHNICAL REPORT. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR ELEVATION WITH SURVEYOR. RETAINING WALL CONSTRUCTION. 4. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL T AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREA IS 90%. 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE COMPACTION IS TO BE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. SITE. STRIPPING SHALL GENERALLY BE 2 to 5 INCHES, BUT MAY BE DEEPER IN WOODED AREAS. REPORT. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF NEEDED BL MEET EXISTING FIELD E CONDITIONS,T SHALL BE APPROVED BY THE ENGINEER AND THE GENERAL UTILITY NOTES CONSTRUCOTIONTAISECOMP PLUMBING INCLUDING CODEPECIALTY (UPC). COMPACTGIONHOFLBE BASE ROCK, ED ANDTHEAPPLICABLE REGULATORY AGENCY REPRESENTATIVE. I . ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR LINES ARE THOROUGHLY CLEANED. 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE BUILDING FOOTING. W � REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF a EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. 2. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. ALLOWED FOR USE WITHIN THE BUILDING. ONE-EIGHTH BEND, ONE SIXTH BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. Z W 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. PRIVATE WATER NOTES 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL 1 . ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING W Z 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION CONTRACTOR AND A LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. �..� OR HOT MIX, AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR ~ 4 W OVERNIGHT. EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. APPROVED 2. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE V Z MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST APPROVED BY THE CONSTRUCTION W O 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. O W CIO-, N PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL- 150, WITH BELL Q w s 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A AND ELASTOMERICK GASKET, WITH PLAIN END OR DUCTILE IRON FITTIONG, OR CLASS 52 0 ~O REMOVAL AND/OR ABANDONMENT OF EXISTING UTILITIES OR PROPER FILLING OF THE UTILITIES HAZARD. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A21 .5 (AWWA a F Z (SEPTIC TANKS, LINES, ETC.) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE COUPLING AND PLUG SHALL BE ACCESSIBLE FOR REMOVAL OR REPLACEMENT. C151), AND ANSI A 21- II (AWWA CI11 ) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER CONFORMING TO ANSI A21-4 (AWWA C- 104) AND ANSI A 21- 10 (AWWA C- I10). ALL FIRELL_ J 31, 503-681 -7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND REMOVAL OF ANY 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION WATERLINES SHALL COMPLY WITH NF 24. W O Q EXISTING WATER WELLS. JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE W COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED ►--4 Z 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE JOINT SYSTEM (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE CITY OF TIGARD LL N W THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT STANDARDS. THRUST BLOCKS ARE NOT TO BE POURED AGAINST ADJACENT UTILITIES. SUPPLEMENTS. BE ALLOWED ON ANY MANHOLE. THE CONTRACTOR SHALL SUPPLY ENGINEER WITH A TRAFFIC CONTROL PLAN. 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF TIGARD STANDARDS 21 . THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE AND BE THOROUGHLY FLUSHED AND CHLORINATED, AND POTABLE WATER TESTS SHALL BE ZCQ PRIVATE STORM DRAINS, WATERLINES, AND SANITARY SEWERS. OR AS SPECIFIED BY LOCAL PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE APPROVED BY CITY OF TIGARD PRIOR TO ANY METERED SERVICE HOOK-UP. _ R . CQ ( WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. 0 AGENCY). 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER CITY OF TIGARD STANDARDS PRIOR z 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, TO FINAL ACCEPTANCE. JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF THE PROPERTY 'R 6 LINE. INSPECTION IS REQUIRED. 8. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF TIGARD. v artner 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION H8SW3rdAve. Pte. 300 OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY 8• ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION � 808 SW 3rd Ave., Ste. 300 E GROUTED. INSPECTION IS REQUIRED. BETWEEN SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF W Portland, OR 97204 OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN A Phone: (503) 287-6825 _ AND IS NOT LIMITED TO NORMAL WORKING HOURS. 9. THE DEQ IS OPPOSED TO ANY 01 L, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY MIN. OF 18" O.D. TO O.D. VERTICAL CLEARANCE FROM SEWER LINE AT ALL TIMES. Fax: (503) 415-2304 SEWER OR STORM SEWER. DEQ WANTS ALL OIL, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY Z www.otak.com 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS 10. STENCIL "W" IN CURB LOCATING WATER METER STOPS. 17857 C17857CO01 R PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN ETC. INTO A DRAINAGE SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM 11 . WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE Project No. Drawing No. OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE SEWER, THE FACT THAT AN OIL/WATER SEPARATOR IS INSTALLED INLINE WOULD NOT MAKE A OREGON STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER C O 1 DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATION. DIFFERENCE. IT IS RECOMMENDED THAT THE DRAINS TO THE OIL/WATER SEPARATOR NOT BE CONSTRUCTION IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE INSTALLED. LINES ARE THOROUGHLY CLEANED. Sheet No. a © Otek, Inc. 2016 CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS (CONTINUED) I. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO o OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE Z 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS MANUAL ON UNIFORM WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT w N TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, HOLDERS EXPENSE. FHWA, CURRENT EDITION. o 1 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING o 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, (n i THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, THE THE > a APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE m t 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND o o N RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE, DEPT. TUALATIN FIRE AND RESCUE) STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) AND TO TRI -MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. FILE AND ONE IIx17 COPY OF AS-BU ILTS. Z Y 0 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY o WORK. BUILDINGS TO THE SEWER SYSTEM. ��;� s, ��o04 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, z "' 0 = N NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER o T, A. STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. AGREEMENT NOTE #5). Q 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 27. THE CITY"S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR �� y� In INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40. 180, WORK IS PERMITTED BETWEEN TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE HOURS OF 7:00 AM TO 7: 00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 9:00 AM TO 3: 00 PM UNLESS AUTHORIZED BY THE CITY ENGINEEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 PM AND 9: 00 AM UNLESS 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. AUTHORIZED BY THE CITY ENGINEER. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE ( 12) FEET, UNLESS OTHERWISE APPROVED 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND BY THE CITY ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 11 . THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS 31 . THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY SAFETY. TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171 ) TO r ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING.. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL -� (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 0 BY THE PERMIT. T 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF N CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. T ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 34. BEFORE PLACEMENT OF ASHPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PERFORMANCE. PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 15. PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS I S EElOF THE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. HOL ER. THE WORK AREA AND APPROACH ROADS SHALLBEMAINTAINED IN A WN CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO a U� O ASSURE PROPER FUNCTIONING OF THE FACILITY. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND Z W p UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE O O FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM W Z U N THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON 0 J 8 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE OCTOBER Ist OF EACH YEAR DURING THIS THREE (3) YEAR PERIOD, THE DEVELOPER SHALL ♦ ' a LLJ E INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. V z REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. W O Z OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A rN-� W s WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND O F--�-1 Q O 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, w p s MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED, OR REPLACED, WITH LIKE KIND Q 8 AND MATERIAL. O F- 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN W LL_ THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC O LL_ PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT O ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE �� } DRAINAGE CONTROL. I- � 20. 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 Z 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. • , NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. d O z 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF R NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE V Q NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE HanmiGlobal Partner APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. W 808 SN 3rd Ave., Ste. 300 E Portland, OR 97204 22. A TEMPORARY HARD-SURFACE PATCH COLD M I X A.C. OR HOT M I X BASE PAV I NG SHALL BE Phone: ((603 287-6825 PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, Z Fax: 415-2304 ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE www.otak.com N PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING 17857 C17857CO01 FROM THE PROSECUTION OF THE WORK. Project No. Drawing No. 8 C0 , 2 a z Sheet No. 0 FL ©Otak, Inc. 2016 I WASHINGTON COUNTY RIGHT-OF-WAY — N o Lu z m 40' 0' 40' 80' O o U C — z — SCALE IN FEET V) Gs UJ ¢ 9 =) SD SD s o_ UJ �F►01 as as —: ......�`'� �` o: ��� — WASHINGTONCOUNTY o U) RETAINING WALL — — — — — o o . DO 0 Gs r SW ROY ROGERS ROADWAY / // ♦ i r� , I I .' Y S\p 9Sc! N s ♦- PLAYGROUND i X. FC I BLDG H O WIDENING IMPROVEMENTS ♦ Y I I �u z R+ > M NOT APART / ♦ ♦♦ v 1. TRASH I 12 UPHILL PLEX (;'I x x z M _ \\/�/ / RSH ENCLOSURE I ( ,• I I +—CI o `2 ^ o A- o' 00�� / 40,00 (� ENCLOSU ` I C �y�� a ;.; w ♦♦ � I � •� BLDG D / ♦♦ �s 12 DOWNHILL I I 10' PUBLIC f TRASH 40, PLEX / / ♦♦♦♦♦ BLDG B I BLDG F I I ACCESS ESMT I ENCLOSURE c _: 21 DOWNHILL I ' . sp ,�� 22 UPHILL PLEX I (; :+ Cf PLEX I I ^� \ DETENTION I , POND / B C I I = / FC I . I Y • S'Y.YIYW..j r�—I � I FIRE TRUCK € L. I \ FC '•E• I I FC FC TURN-AROUND i ::.:•.; . ;•.::;•::: �_0 t + : I � I I €�,�Es{:: p x PGE SUBSTATION / ON BLDG A I -kb CLUB HOUSE o <• I l BLDG J I 21 UPHILL PLEX c I : BLDG E I I I BLDG C I ( - ' G RiN J \ T' I : 21 DOWNHILL I T 12 UPHILL PLEX PLEX I ( I I ( BLDG G \ .` c >: 12 DOWNHILL C \ (. I I C PLEX CI x N \ x x \ POOL xxipj ( I ::: 00 ;• 1 (~� E . CL TRASH :'•:ii?i, O I FC ( � I WALL ING T — — , o �$ ELIo O \ ®® + ENCLOSURE C \ FC RETAIN o ¢LJQ LLJ o ® . :::>i:: r lr:..... >: O_' .\ '.® :i[a•. ..i::<:4:i i}i::!:is ro r \ — — — — __ ?� ,, :•::: • .. ....:w: :::: v.;r: •:::w::.; ::�:::::i:•i::{�::.;:::•ii:L:•ii:C•, 'vi}>i::.?:{�iif<v::v.i:^:•i::�...p(i7::'5::.:.:.::::....�::::.:.:. ... .... ....:.... : ....;... - ::::::::::::::::::.:::..:...::.:.: .......:. . .....•�a..;::::::•::::::::..:.�:::•::::: 1 •;::::::.;•:.>::•;::;•;::�:::::::.�:::::::•::•:::::::;::5�.;,.::;:•::•;:•;:>.;>:;. .::a:�:>:::.>5::>:•>:•>. . TRACT V �-- •. .:. ,:::• ...,:::�::::•::.�::.�::::.�::::::<;•::::•::co::<;•:::c:: •:::::::::,;:::.;:. .:,:.�.:::•:>:•::•::>:•:::. � PER DOCUMENT N0. 2017029193 DATED - - - - - - — APRIL 1 2017 � LLJJ op I V 1 / / 2 ,,O DCD � PROPERTY I � 7 � � C 7 WETLAND ®`' LINE RETAINING WALL PROJECT BOUNDARY �...;. ..I I z "l � ��� TRACT 'U' PER DOCUMENT CDA 3 I ACCESS EASEMENT OVER . . ' ( �,� , •:. I ENTIRETY OF PROPOSED O w Z NO 20 70291 3 DATED `. ACCESS EASEMENT OVER a d r \ 1 APRIL 912, 2017 1 I I ,,—ENTIRETY TERRACE EAST TRACT B I U ENTIRETY OF PROPOSED \ p I EX FH R RIVER TERRACE EAST TRACT A j � ��l JI J°�- ,� I +'>i»?`i� I ! ♦/r♦� w OE I ! DCVA it ` I I V 0 z uJ WATER ``.,iii i r_, M CL a — — 3W 169 O ni A . � — — VBVUE .� � E--1 � (n w — �} — w w w At M _ (BY OTHERS) ~ UJI U- _.. _ -- .._. _- V, _ -____-.---�--M o Ld GENERAL NOTES: -Lim '-' � 1. PRIVATE FIRE HYDRANTS SHALL BE RED IN COLOR U m n o Z � TVFR FIRE ACCESS 0 FC FIRE SPRINKLER CLOSET U FIRE ENGINE (STAGING) 'R Q FIRE HYDRANT v FlanmiGlobal Partner � FDC 808 SW 3rd Ave., Ste. 300 FIRE ENGINE ACCESS ROUTE W Portland, OR 97204 (MIN. 20' WIDE, 28'/48' TURNING RADIUS) Phone: (503) 287-6825 o Fax: (503) 415-2304 ...... FIRE APPARATUS AERIAL APPERATUS ACCESS ROUTE www.otak.com -------- (MIN. 26' WIDE, 28'/48' TURNING RADIUS, 15' < BLDG. < 30') z HAMMERHEAD TURNAROUND = 17857 C17857C105 N (MIN. 20' WIDE, 28'/48' TURNING RADIUS) Project No. Drawing No. O O Z 0 Sheet No. • aI ©Otek, Inc. 2016 141 LF ( I T I f I TRACT 'U' PER DOCUMENT lip � J SEE SHEET C4. 1 ti APR I L 12, 2017 gbl SSC01A ® SSMH2 RRI MVE 283.79 STA: 11+34.04 2 I �7 � 0 ° - -- - - - DR I VEWAY B STA: 0+87.50 ° - - Z d RIM= 281.66 6 120.30 LF 8' SS „ 4 w N a . e. d .. a IE IN= 275.88 (8 W) $ v 1 I E I N= 274.83 (8 N) 11711 1 q N SSCO I SSLA 1.1 I E I N= 276.0 16 S <°. 8 S=0.0383 ° . ° f I E I N= 275. I (( W)) �' j o 0 ( ) f 1 I E OUT= 274.63 8 S < I E I N= 276.01 (6" N) ° - ° �+ o _ \ 3 DR I VEWAY B STA: 11+94.68 J -1 RIM= 281.94 < I E OUT= 275.84 (8" E) B L �1 �' d 5 o v� ° DRWY B STA: 10+25.74 I DRWY A STA: I1+31.30 �. o 00 I E I N= 277.1 1 (6 NW) 6 a - 1 - ... 0 7.00 L ® 8 00 R 104 IE OUT= 276.95 8" E 23.71 LF 8" SS 83.47 LF 8" ss[D N 1 r y ( ) S=0.0100 S=0.0100 79.50 LF 8" SS ,� > a- S=0.0092 go DRWY B STA 10+00.00- a I v, m r g 0 \ `� �'\ ♦ sp ° ° s s DRWY A STA: 11+24.64 \ ` I ` a J o Cn i WASHINGTON t � �� s N �a, \ COUNTY R/W \ \ ♦ r 1 I �0 1 13 DRWY A STA: 1 1+02.76 S A ` o i N �7 ACCESS EA EMENV' VER (n a ® 10.02' L ENTIRETY OF PROPOSED RIL VER `\ , I N 1 PROJECT BOUNDARY TERRACE EASE TRA `T A �� 14 LF DRWY B STA: 11+61.74 I + _�a]) c5� 9Sd�p oN ✓� ♦ ` ® 7.00' L ?. 0 of 6 - .a=� i-rF �.F Xsif'' y �Q W Z , M < + ♦ 52.02 LF 8" SS Z WY A STA: 11+07.60 6 \ a M "� `� \ \ , ♦ 9 ® 15.70' L S=0.0817 \ d Q w \ < `, �� M ♦` 50 LF I Z It13 16 \ \ �� DRWY B STA: 11+49.3 2 3 n a aj 46.92 LF 8" SS 6 / w o I I + •A �� ��`°. ® 15.50 L 16 LF 7 5=0.0817 ❑ r �4W DRWY B STA: 11+59.74 < a -' - \ I ° BLDG A R ® 55. .�L CLUB HOUSE RWY A STA: 10+84.34 ,� < � � ® 17.59' L 10 AV DRWY A STA: 10+35.52 ® 2.71 ' L 1 ° CONNECT TO 8" SS LATERAL ��• CONTRACTOR TO CONFIRM LOCATION ° 1 4 �a v \ ;t POOL o PRIOR TO CONST. ° SSMH01 RIM= 285.11 ♦ a . a._ °p / E I N= 266.55 8" N DRWY A STA: 10+33.47 ® 22.28 L a _ / Y� ( ) CONNECT TO 8" WTR LATERAL / / � CONTRACTOR TO CONFIRM LOCATION \ 0 0� PR I OR TO CONST_. / / / $ ; WASHINGTON � COUNTY R/W T �i ACCESS EASEMENT Q OVER PROPOSED r \ o` �♦ \ �♦ �// / / ` / RIVER TERRACE EAST N R/W. CIO V 0< DRWY A STA: 10+00.00= STREET A STA: 13+16.78CM r �� �i PRIVATE WATER NOTES 0� 2LCONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" ^ T: / C900 FIRE PROTECTION LINE. 0< Oy' 2 CONSTRUCT 4" DOMESTIC WATER LATERAL AND 6" \ 12 FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB f 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE 0 PLUMBING PLANS. a CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER °0 Q / W C I TY OF T I CARD STD. DWG. 542 SEE SHEET C5.5. / LEGEND a w INSTALL 8"x8"x8" CROSS (MJ) WITH 3-8" GATE VALVES (MJ) \ / ss SANITARY SEWER LINE O STORM DRAIN MANHOLE Z oy i\ SANITARY SEWER MANHOLE Z INSTALL 6"X6"x6"x6" CROSS (MJ) WITH 3-6" GATE i /" < O D0 STORM DRAIN CLEANOUT O o s VALVES (MJ). °y / 0 < O SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET ` w i r♦ E A INSTALL 90° BEND (MJ) "✓ FW FIRE WATER LINE V O INSTALL 45° BEND (MJ). ��� '� WM WATER METER ( ) ^ ' y ��G`1 GENERAL NOTES DW DOMESTIC WATER LINE A INSTALL 22.5° BEND (MJ). �\ �� < S{� FW - SPRINKLER SERVICE LATERAL DCVA DOUBLE CHECK VALVE Q 0 1. FOR SEWER AND WATER LATERAL DESIGN DETAILS ASSEMBLY ^ INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE % / SEE INSTALLATION CHART THIS SHEET. WS DOMESTIC WATER SERVICE O Q z 9 LINE \ DCDA DOUBLE CHECK a / LATERAL DETECTOR ASSEMBLY Z v „ \� t' _ 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES Ip CONSTRUCT 8 DOUBLE CHECK DETECTOR VALVE --- -- - , ., SEE SHEET CO. 1 04 FIRE HYDRANT ASSEMBLY a ~ P° ASSEMBLY PER CITY OF T I GARD DWG. NO. 533. SEE SHEET C5.5. < 1\ BLOW-OFF ASSEMBLY r 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR Z W M-�--1 O � 11 CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER /" SLEEVING UNDER PAVED SURFACES. SD STORM DRAIN LINE O CITY OF T I GARD DWG. NO. 532. SEE SHEET C5.5. PRIVATE SEVER NOTES a 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION ^� CONSTRUCT I}" IRRIGATION METER PER CITY OF OF WATER, FIRE, AND SEWER SERVICES INTO THE b..L� I2 TIGARD STD. DWG. NO. 521. STUB 2" IRRIGATION CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. 0 BUILDINGS. PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND DWG. 010 SEE SHEET C5.2. < Q CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. 6. ALL ONSITE SEWER, WATER AND FIRE WATER IS LE 13 INSTALL 6X6 x6 TEE (MJ) W/ (2) 6 GV (MJ). CWSSTD. DWG INSIDE 080. SEE SHEET005.2 WITH BOWL PER PRIVATE. Z w 7. SEE STORM DRAIN PLANS FOR STORM DRAIN • , STUB 8" DOMESTIC WATER LATERAL AND 10" FIRE 3� CONSTRUCT STANDARD CLEANOUT PER CWS STD. DESIGN. O DWG. 500 AND 510. SEE SHEET C5.3. 14 PROTECTION LINE 5 FROM FACE OF BUILDING. FOR 8. ALL TEES, BENDS, AND ENDS of WATER AND FIRE a CONTINUATION SEE BLDG. PLUMBING PLANS. CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) SEWER LATERAL INSTALLATION CHART WATER LINES SHALL BE MECHANICALLY a 15 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). PER CWS STD. DWG. 520. ON SHEET C5.2. STUB RESTRAINED WITH CITY APPROVED RETRAINED ° HanmiGlobal Partner LATERAL 5 FROM BUILDING FACE. REFER TO LENGTH SLOPE JOINT SYSTEM. LATERAL STATION ALIGNMENT SIZE (IN) MATERIAL IE ® MAIN IE ® END PIPE BEARING Im 808 SN 3rd Ave., Ste. 300 PLUMBING PLAN FOR CONTINUATION. (FT) (Fi/FT) E I6 CONSTRUCT 8" C900 FIRE PROTECTION LINE. Portland, OR 97204 W Phone: (503) 287-6825 CONSTRUCT 6" SDR-35 PVC SEWER PIPE. SSLAT09 10+81.87 DRIVEWAY A 47.1' 6 PVC 270.46 277.46 0.149 S6T47'00"W Fax: (503) 415-2304 M ACONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" SSLATI O 10+87.52 DRIVEWAY B 25.1' 6 PVC 276.01 276.64 0.025 N2'07'11"E 20' 0' 20' 40' www•otak.com C900 FIRE PROTECTION LINE. 0 CONSTRUCT 8" SDR-35 PVC SEWER PIPE. Z 17857 C17857C400 0 IB CONSTRCUT 6" C900 DOMESTIC WATERLINE. ' ■ CONSTRUCT SIDE SEWER LATERAL PER CWS STD. SSLAT1 OA 10+87.50 DRIVEWAY B 31.5' 6 PVC 276.01 276.64 0.020 S2'12'04"W SCALE IN FEET D Project No. Drawing No. DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM SSLAT1I 11+70.97 DRIVEWAY B 27.0' 6 PVC 276.76 277.49 0.027 N1'50'20"E C4 , 0 Z 9 END CAP (MJ) BLDG FACE. REFER TO BLDG PLUMBING PLAN FOR CONTINUATION. SSLAT12 11+94.68 DRIVEWAY B 35.0' 6 PVC 277.11 277.81 0.020 1 N26'36'53"W Sheet No. 0 a 0 Otak, Inc. 2016 I ♦ I I a 15 LF y I ♦ ` SEE SHEET C4.2 i U T I� �� a a X C W N I DRWY A STA: 14+40.38 0 25 LF 38.10 LF 8" SS g [ ® 15.00' R , I o y II F 18 e ❑ 38 LF I2 LF 1121 LF Z S=0.0514 a I I DRWY A STA: 12+56.63o DRWY A STA: 14+45.38 ° ® 25.71' R ex v)DRWY A STA: 15+68.11 ♦® 11.27' L 19 ® 9.00' R I6 LF 1 X o- --a " SSMH03Aw_MM SSCO2 ♦ NI8 1 DDRIVE AY A 289.22STA: 12+55.58 ODR I VEWAY A STA: 15+57.01 ♦ SC ^o oo 1 E IN= 279.64 (8" W) x d o 0 RIM= 293. 18 ► ♦ ° ~ a� FW _� o o I E I N= 283.88 (8" N) ♦ FW FW di DW DW v DW DW DNN D W DW a DW W I E OUT= 279.44 (8 S) I E OUT= 283.88 (8" SE) 1 ♦ 15+00 N DRIVE A 14+00 vNi 13+00 1 91 m z y SD SD SD SID sD SD SD G' 1 PROJECT x Y �I Id ONS' 1 ♦ r v ss S 53 SS v \ 11 BOUNDARY Y ♦ 1 S I r, 3 r 1 f -1 f a . . , -e so PROPERTY LINE �c9Scy�p N DRWY A STA: 15+48.13 ♦ ♦ - ° ' ° ® 8. 13' L 1♦ I I I 7 ° " , x `v���a z Q, , M I 1♦ - - I 100.81 LF 8 SS g 7 `�_ d I M o x ♦ CN S=0.0078 \ ��� ( a a � v oy 1 ♦ 6 1 47.96 LF 8" SS �� � ( �f Q� �, a A J 5=0.0077 1 a r ♦ 36.61 LF 8" SS ♦ ♦ S=0.0078 -- ° \ ♦ 81.26 1 26 LF 8„ SS 1--� ; 1 141 LF J b1� 1 N \ 1♦ P SSMH04 DRWY A STA: 13+56.843 ♦ DR I VEWAY A STA: 15+22.20 @ 20.00' L �y \ ♦ R I M= 292.16 SSC05 o � o 3 DR I VEWAY A STA: 14+05.95 bbl �^ \ `♦ d. I E IN= 281.92 (8 NW) RIM= 291.68 ~� . i" ° 0 ♦ IE OUT= 281.72 (8 E) BLDG B I E I N= 280.80 (8" W) DRWY A STA: 13+66.54 p + \ '� _ _ 22 UPHILL PLEX ® 45.78' L N y \ IE IN= 280.96 (6 N) I 3 \ IE OUT= 280.80 (8" E) BLDG C g 120.30 LF 8" SS e ( X \ Q ;" 12 UPHILL PLEX 0 1 X o �1 �C 3DRWY A STA: 13+82. 12 5=0.0383 W , TRACT U PER DOCUMENT k c 111»►��, ® 50.66' L NO 2017029193, GATED \ WASHINGTON �� ; APRIL 12, 2017 \ COUNTY R/W \ N I ° < ° SSLA II SEE SHEET C4.0 � \ \ C:, O u N_ PRIVATE NATER NOTES PRIVATE SEVER NOTES LEGEND GENERAL NOTES co CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" 1. FOR SEWER AND WATER LATERAL DESIGN DETAILS CONSTRUCT 48 STANDARD MANHOLE PER CWS STD. ss SANITARY SEWER LINE D STORM DRAIN MANHOLE r C900 FIRE PROTECTION LINE. 1i DWG. 010 SEE SHEET C5.2. SEE INSTALLATION CHART THIS SHEET. O SANITARY SEWER MANHOLE Q STORM DRAIN CLEANOUT A2CONSTRUCT 4" DOMESTIC WATER LATERAL AND 6" 2 CONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB ❑ Q SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET r 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE CWS STD. DWG. 080. SEE SHEET C5.2 SEE SHEET CO.1 PLUMBING PLANS. FW FIRE WATER LINE CONSTRUCT STANDARD CLEANOUT PER CWS STD. WM WATER METER 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR 3 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER 12+ DWG. 500 AND 510. SEE SHEET C5.3. - DW - DOMESTIC WATER LINE l SLEEVING UNDER PAVED SURFACES. SEEM C I TY OF T I GARD STD. DWG. 542 SEE SHEET C5.5. DOUBLE CHECK VALVE n CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) ASSEMBLY 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION INSTALL 8x8 x8 CROSS (MJ) WITH 3-8 GATE PER CWS STD. DWG. 520. ON SHEET C5.2. STUB OF WATER, FIRE, AND SEWER SERVICES INTO THE VALVES (MJ) WS DOMESTIC WATER SERVICE DOUBLE CHECK BUILDINGS. LATERAL 5 FROM BUILDING FACE. REFER TO DCDA INSTALL 6"X6"x6"x6" CROSS MJ WITH 3-6" GATE PLUMBING PLAN FOR CONTINUATION. LATERAL DETECTOR ASSEMBLY W ( ) FIRE HYDRANT ASSEMBLY 6 PALL RI ONSITE SEWER, WATER AND FIRE WATER IS VALVES (MJ). 5� CONSTRUCT 6 SDR-35 PVC SEWER PIPE. � a w ° �j BLOW-OFF ASSEMBLY A6 INSTALL 90 BEND (MJ) 7. SEE STORM DRAIN PLANS FOR STORM DRAIN DESIGN. CONSTRUCT 8 SDR-35 PVC SEWER PIPE. SD STORM DRAIN LINE � INSTALL 45° BEND (MJ). w O Q 7 CONSTRUCT SIDE SEWER LATERAL PER CWS STD. 8ALL TEESBENDSAND ENDS OF WATER AND FIRE U g INSTALL 22.50 BEND (MJ). DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM Ld . , , BLDG FACE. REFER TO BLDG PLUMBING PLAN WATER LINES SHALL BE MECHANICALLY Z 3 INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE FOR CONTINUATION. RESTRAINED WITH CITY APPROVED RETRAINED U LINE JOINT SYSTEM. CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE m 1A0 ASSEMBLY PER CITY OF T I GARD DWG. NO. 533. SEE O w � SHEET C5.5, S II CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER Q Z Q C I TY OF T I CARD DWG. NO. 532. SEE SHEET C5.5. 12 CONSTRUCT 11" IRRIGATION METER PER CITY OF Li d T I GARD STD. DWG. NO. 521. STUB 2 IRRIGATION w Q } PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND W CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. J Q g 3 INSTALL 6X6 xs TEE (MJ) W/ (2) 6 cv (MJ). SEWER LATERAL INSTALLATION CHART c7 N 3 STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE LATERAL STATION ALIGNMENT L���H SIZE (IN) MATERIAL IE ® MAIN IE ® END � / ) PIPE BEARING Q 14 PROTECTION LINE 5 FROM FACE OF BUILDING. FOR CONTINUATION SEE BLDG. PLUMBING PLANS. w mSSLAT07 14+87.21 DRIVEWAY A 35.5' 6 PVC 281.52 285.88 0.123 N1'40'00"E • , 15 INSTALL 8X8 X8 TEE W/ (1) 10"A" REDUCER (MJ). SSLAT08 14+05.95 DRIVEWAY A 37.9' 6 PVC 280.96 285.84 0.129 N1'52'09"E z I6 CONSTRUCT 8" C900 FIRE PROTECTION LINE. SSLAT08A 13+05.13 DRIVEWAY A 34.0' 6 PVC 280.10 285.63 0.162 N1'50'20"E O a 1 Z CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" HanmiGlobal Partner " C900 FIRE PROTECTION LINE. 808 SW 3rd Ave., Ste. 300 E 18 CONSTRCUT 6 C900 DOMESTIC WATERLINE. 20' 0' 20' 40' o W Phone:( 03) 28976825 " 19 END CAP (MJ) Q Fax: (503) 415-2304 SCALE IN FEET www.o a .com N Z 17857 C17857C400 C; = Project No. Drawing No. b = C4 . 1 0 Sheet No. a 0 Otek, Inc. 2016 o I o ss ss ss - -- -- - - I I Y • I z _ • I a. --_-_ w N I I d • •Q .a. L . . - - - - - - - - - - - - - - - - - -S� - - -- - 'SQ- - - - - - - - - - - - - - - � ..a L) a - - - - - ° a a.. •� ♦ •w d °.. ° ° T _ i i- -- -- - -- - -- - - -- I PROPERTY LINE r m J • I N T_ I e BLDG G = _ 4` 131 LF 1 � o 0 I 91.36 LF 6" SS o o` I .4 I 12 DOWNHILL PLEX Q O S=0.0820 0 �' m Z o J _°_ ` DRWY A STA: 16+76.941 2 rl I o o Y °e F BLDG F �RWY A STA: 19+86.35 I LF 2 - N 0 54.14 L 21 DOWNHILL PLEX d. 0 23.83 L I v N I PROJECT BOUNDARY 11: 3 DRWY A STA: 19+32.15 �pp� S'4y N a ° I, .' 0 14.82' L w z OJ 45 LF DRWY A STA: 16+74.55 z o v N (n n 1 2 0 21.73' L DRWY A STA: 19+29.55 I M w v 1111' 1 s, d, d ®.3.70' L 36 F °1 �O SSMH07 �✓/�/ x { " i DR I VEWAY A STA: 19+73.05 { 5 F a 274 LF I I �y► / R I M= 303.91 I I ; o C) DI IIVE A ' a n I E IN= 296.49 (6 N) ,mIE OUT= 296.29 (6" SW) o �r I0 { M4FW MU NIA-- MUS FY1l _N�- MUS 18+00 M4FW FW Md AN MU M DRWY0 4.38' L TA: 19+70.17 7+0 I 8 DRWY A SiA: 16+62.75 { - - 7 - ® 24.76 L I { � I S SD SD SD SID , I I SS SS SS s SS ss SS ss (,j \ / \ 570.0830LF 6 SS OHL ' � OH oHL I ; 44.53 LF 8" SSS ■ 56.61 LF 8" SS 6❑ �S 101.43 04 050 8" SS 7 g 66.44 LF 8" SS w 1 r 1 f; SSMH06 S=0.0050 S=0.0049 N S=0.0050 DR I VEWAY A STA: 19+33.70 0 { SSMH05 v9 I_I d 1 RIM= 301.60 DRWY A STA:I6+62.26 I { o DR VEWAY A STA: 16+66.83 , IE Il 292.34 (6" NE) o 0 22.73' L { n R 1 M= 300.25 - _ .` e a 1 IE OUT= 292. 14 (8 W) r I I { IE Il 290.80 (8 E) Ao SSC03A l { _IE OUT= 290.60 (8" S) VEWAY A 301.21 STA: 17+69.67 3 { { ' WASHINGTON { - - - - IE IN= 291.30 8" E • - - - - - - - - { I ( ) { COUNTY R/W 112 LF 18 vIE IN= 291.47 (6" N) { I I { f I 100.78 LF 8" SS 6 I E OUT= 291.30 (8" W) I I { N I { BLDG D g • { �D I { 12 DOWNHILL PLEX { N • � � BLDG E I { DRWY A STA: 14+18.21 { I ° 2 DOWNH I LL PLEX DRWY A STA: 14+29.97 .'a 0 48.12' R { m ttl tt, I I { 0 43.46' R / 21 � T �� AM 014 PRIVATE WATER NOTES M7 � E E SHEET C4. 1 � ;r d , CONSTRUCT 6" 0900 DOMESTIC WATER LINE AND 8" { { C900 FIRE PROTECTION LINE.A2 CONSTRUCT 4" I T_ 1 { FIRE PROTECTIONMLINE FROM PRIVATEIC WATERAMAINS STUB T I I I d 1 1 ,+. 5 FROM FACE OF BUILDING. FOR CONTINUATION SEE 1 { I I PLUMBING PLANS. W CONSTRUCT PR I VATE 6" F I RE HYDRANT ASSEMBLY PER PRIVATE SE"R NOTES a W CITY OF TIGARD STD. DWG. 542 SEE SHEET C5.5. GENEM NOTES z INSTALL 8"x8NEI" CROSS (MJ) WITH 3-8" GATE CONSTRUCT 48 STANDARD MANHOLE PER CWS STD. I. FOR SEWER AND WATER LATERAL DESIGN DETAILS r_, VALVES (MJ) DWG. 010 SEE SHEET C5.2. LEGEND SEE INSTALLATION CHART THIS SHEET. O w 0 N INSTALL 6"X6"x6"x6" CROSS (MJ) WITH 3-6" GATE CONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER 2. FOR PRIVATE WATER AND SEWER GENERAL NOTES LLd U E 9 VALVES (MJ). CWS STD. DWG. 080. SEE SHEET C5.2 Ss SANITARY SEWER LINE STORM DRAIN MANHOLE SEE SHEET CO.1 r z INSTALL 90° BEND (MJ) CONSTRUCT STANDARD CLEANOUT PER CWS STD. SO SANITARY SEWER MANHOLE QD STORM DRAIN CLEANOUT �+ Q Z DWG. 500 AND 510. SEE SHEET C5.3. 4. SEE LANDSCAPE AND IRRIGATION PLANS FOR W 7 INSTALL 45° BEND (MJ). O SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET SLEEVING UNDER PAVED SURFACES. D INSTALL 22.5° BEND (MJ). CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) FW FIRE WATER LINE 5. SEE ARCHITECTURAL PLANS FOR CONTINUATION O e PER CWS STD. DWG. 520. ON SHEET C5.2. STUB WM WATER METER OF WATER, FIRE, AND SEWER SERVICES INTO THE Q o INSTALL 8'A'A" TEE (MJ). NO GATE VALVES ON FIRE LATERAL 5' FROM BUILDING FACE. REFER TO DW DOMESTIC WATER LINE BU I LD I NGS. �_ => 9 LINE PLUMBING PLAN FOR CONTINUATION. DOUBLE CHECK VALVE FW SPRINKLER SERVICE LATERAL �- DCVA o Ii CONSTRUCT 8�� AASSEMBLY 6. ALL ONSITE SEWER, WATER AND FIRE WATER IS DOUBLE CHECK DETECTOR VALVE CONSTRUCT 6" SDR-35 PVC SEWER PIPE. PRIVATE. rT,AO Q ASSEMBLY PER CITY OF TIGARD DWG. NO. 533. SEE WS DOMESTIC WATER SERVICE DCDA DOUBLE CHECK W h-+-� J SHEET C5.5. LATERAL DETECTOR ASSEMBLY i CONSTRUCT 8" SDR-35 PVC SEWER PIPE. 7. SEE STORM DRAIN PLANS FOR STORM DRAIN L1J I I CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER �-04 FIRE HYDRANT ASSEMBLY DESIGN. J_ CITY OF TIGARD DWG. NO. 532. SEE SHEET C5.5. D7 CONSTRUCT SIDE SEWER LATERAL PER CWS STD. DWG. 520. ON SHEET C5.2. STUB LATERAL 5' FROM BLOW-OFF ASSEMBLY 8. ALL TEES, BENDS, AND ENDS OF WATER AND FIRE m 12 CONSTRUCT 1}" IRRIGATION METER PER CITY OF BLDG FACE. REFER TO BLDG PLUMBING PLAN WATER LINES SHALL BE MECHANICALLY 0 TIGARD STD. DWG. NO. 521. STUB 2" IRRIGATION FOR CONTINUATION. sD STORM DRAIN LINE RESTRAINED WITH CITY APPROVED RETRAINED PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND JOINT SYSTEM. a, g CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. i 13 INSTALL 6"X6"x6" TEE (MJ) W/ (2) 6" GV (MJ). • , STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE O J 14 PROTECTION LINE 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE BLDG. PLUMBING PLANS. r a SEWER LATERAL INSTALLATION CHART �./ HanmiGlobal Partner 15 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). 808 SW 3rd Ave., Ste. 300 Yr LENGTH SLOPE Portland, OR 97204 A CONSTRUCT 8" 0900 FIRE PROTECTION LINE. LATERAL STATION ALIGNMENT SIZE (IN) MATERIAL IE 0 MAIN IE 0 END PIPE BEARING 20' 0' 20' 40' (FT) (FT/FT) W Phone: (503) 287-6825 Fax: (503) 415-2304 17 CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" SSLAT04 18+71.10 DRIVEWAY A 33.0' 6 PVC 291.89 296.53 0.141 N 1'49'30"E SCALE IN FEET www.otak.com 0 0900 FIRE PROTECTION LINE, SSLAT05 17+69.67 DRIVEWAY A 31.5' 6 PVC 291.47 296.53 0.161 N1'50'20"E 17857 C 178571 o 18 CONSTRCUT 6" C900 DOMESTIC WATERLINE. Project No. Drawing No. SSLAT06 17+13.06 DRIVEWAY A31.5' 6 PVC 291.11 294.90 0.120 N1'50'20"E A19 C4 , 2 l ^ END CAP (MJ) 4 ' L a Sheet No. a © Otak, Inc. 2016 ' x E19 8J8,21"W1J1\1 I w 0 I z d n I w � N II I ! x x x x x x x x N II - o0 o II OHL- PROJECT v�� - II OHL- BOUNDARY r; 0 -OHL�- r. I I -OHL X YQ II -1-- OHL OHL m U Q II � _ II ■ r y O o • r*'9 0 _ m o o o r DRWY A STA:24+32.IV I- Z, ® 6.00' L 4 x IEr Cl) 1 r -/�� - / 6 LF 17 ACCESS EASEMENT OVER u ��Q�� sS o W 27 LF 17 ' DRIVE A ��� ENTIRETY OF PROPOSED R I VER -- tt} V w `�� 44 24+00 D SD SD SO inn SD I o CL Z I o DRWY A STA: 16+85.81 - - - S� - SD - - - - - - TERRACE EAST TRACT B a z M = w 7 : ® 194.45 L r I - 25 F n w v I O N: 649754.16 I 1 Is DRWY C STA: 11+33.17= '� x x o A v � E: 7598878.42 DW DW DW DW U1M UN/ DW \ I DRWY A STA:21+09. 11 d e�<v a I o_ /16 22 LF i ♦, _--�- \ e B REMOVE EX WTR I 17 - �F- LINE TO THE WEST x o ♦ � , i DRWY A STA: 16+85.15 I r I e - - - - - - - - - - - - DRWY C STA: 10+48.00 WASHINGTON 14 f N®649735.29 r �. DRWY A STA:21+63.32 IB VERIIFYTLO ATIONTPRIORETO CONS. U COUNTY R/W - - - - - - - - - E: 7598877.77 7 ° I r DRWY A STA:23+64.81 ® 3.90 L I IB N; I 11 11+ o DRIVE C 10+00 ® 20.27 L DRWY A STA:21+55.89 - - - 0 I r 1 ® 14.92 L ( e Is 10 6" r BLDG H _ r e 12 UPHILL PLEX BLDG J �7 DRWY A STA:21+35.13 I - ; o -N ' I N r SSC03 a " SSC04 22 UPHILL PLEX ® 3.24' L I DCDA x Q I / SSW01 STA:63+02. 10 I 0 I8 .N WM = 3 SSW01 STA:61+42.38 I 0 O DCVA 2 DRWY A STA:21+06.42 I MQ - Q RIM= 312. 17 RIM= 3 12.44 ® 23.48' L 13 I DRWY C STA: 10+16.83 I E I N= 307.20 (6 N) I E I N= 305.40 (6 W) C I I SSL I E OUT= 307.00 (6" E) I E IN= 305.40 (6" N) 15 DRWY A STA:21+021 I SSW01 STA:60+28.00= W e 7 I ® 9.01' L F IE OUT= 305.40 (6" E) J--. ® 6.00��RWY A STA:20+62.36 - I 8 51 LF W/ 8" X 8" TEE - SSLAT02 a CONNECT TO EX WTR LINE M I Qd O J ofq. N r rl SSMH08 I' O f I DRIVEWAY A STA:20+62.371 N_ ` 4 I LF 6" SS 50 LF S _J _ R I M= 314.06 - - - - - - - - - - - - - = 00 6 SS 5 5 S=0 0100 7 I 5 Sl 0.0100 6" I I IE IN= 304. 18 (6" W) co a, L - d - - - �D - - - - - - - -- - - -� - - - - - - - - E OUT= 303.98 (6 S) d d - - - - - - -- - - - - - -- - - S HHT- PRIVATE WATER NOTES - - - -- - - - PROPERTY LINE CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 8" F C900 FIRE PROTECTION LINE. vl � NFm ACONSTRUCT 4 DOMESTIC WATER LATERAL AND 6 LEGEND C I FIRE PROTECTION LINE FROM PRIVATE MAINS. STUB PRIVATE SEVER NOTES c �+ 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE SS SANITARY SEWER LINE 0 STORM DRAIN MANHOLE PLUMBING PLANS. CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. O SANITARY SEWER MANHOLE QD STORM DRAIN CLEANOUT W a CONSTRUCT PRIVATE 6 FIRE HYDRANT ASSEMBLY PER DWG. 010 SEE SHEET C5.2. CITY OF TIGARD STD. DWG. 542 SEE SHEET C5.5. 0 SANITARY SEWER CLEANOUT FC FIRE WATER CLOSET ii w 0CONSTRUCT INSIDE DROP MANHOLE WITH BOWL PER SEWER LATERAL INSTALLATION CHART INSTALL 8"x8"x8" CROSS (MJ) WITH 3-8" GATE CWS STD. DWG. 080. SEE SHEET C5.2 FW FIRE WATER LINE Z VALVES (MJ) n3 CONSTRUCT STANDARD CLEANOUT PER CWS STD. WM WATER METER LENGTH SLOPE DW DOMESTIC WATER LINE LATERAL STATION ALIGNMENT (FT) SIZE (IN) MATERIAL IE ® MAIN IE ® END (FT/FT) PIPE BEARING O � O M INSTALL 6X6 x6 x6 CROSS (MJ) WITH 3-6 GATE a 5 DWG. 500 AND 510. SEE SHEET C5.3. DOUBLE CHECK VALVE VALVES (MJ). FW SPRINKLER SERVICE LATERAL DCVA ASSEMBLY CD SSLATOI 63+02.10 SSW01 4.4' 6 PVC 307.20 307.29 0.020 N1'49'29"E W E ° 4 CONSTRUCT 4" SIDE SEWER LATERAL (SDR-35 PVC) WS DOMESTIC WATER SERVICE ❑ DOUBLE CHECK O Z s INSTALL 90 BEND (MJ) PER CWS STD. DWG. 520. ON SHEET C5.2. STUB LATERAL DCDA SSLAT02 61+42.38 SSWO1 4.9' 6 PVC 305.40 306.08 0.140 N1'24'28"E r A7 INSTALL 45° BEND (MJ). LATERAL 5' FROM BUILDING FACE. REFER TO T DETECTOR ASSEMBLY INSTALL 22.5° BEND (MJ). PLUMBING PLAN FOR CONTINUATION. 01 FIRE HYDRANT ASSEMBLY SSLAT03 60+91.50 SSWO1 4.6' 6 PVC 304.89 305.81 0.200 N2'07'55'E L r h--�I CONSTRUCT 6" SDR-35 PVC SEWER PIPE. �j BLOW-OFF ASSEMBLY Of INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE O Q 9 ALINE Z SD STORM DRAIN LINE CONSTRUCT 8" SDR-35 PVC SEWER PIPE. CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE A E a ASSEMBLY PER CITY OF TIGARD DWG. NO. 533. SEE n7 CONSTRUCT SIDE SEWER LATERAL PER CWS STD. LL_ SHEET C5.5. W w O DWG. 520. ON SHEET C5.2. STUB LATERAL 5 FROM CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER BLDG FACE. REFER TO BLDG PLUMBING PLAN S II FOR CONTINUATION. CITY OF TIGARD DWG. N0. 532. SEE SHEET C5.5. � � U CONSTRUCT 1}" IRRIGATION METER PER CITY OF Z)12 TIGARD STD. DWG. NO. 521. STUB 2" IRRIGATION m PIPE 5' PAST SIDEWALK. IRRIGATION DCA AND 0 CONTINUATION OF IRRIGATION SYSTEM BY OTHERS. 02 13 INSTALL 6"X6"x6" TEE (MJ) W/ (2) 6" GV (MJ). • 14 A STUB 6" DOMESTIC WATER LATERAL AND 10" FIRE O z PROTECTION LINE 5' FROM FACE OF BUILDING. FOR CONTINUATION SEE BLDG. PLUMBING PLANS. 15 INSTALL 8"X8"X8" TEE W/ (1) 10"x8" REDUCER (MJ). �♦� a V HanmiGlobal Partner 808 SN 3rd Ave., Ste. 300 CONSTRUCT 8" C900 FIRE PROTECTION LINE. 20' 0' 20' 40' Portland, OR 97204 E 16 `W Phone: (503) 287-6825 CONSTRUCT 6" C900 DOMESTIC WATERLINE AND 10" Q Fax: (503) 415-2304 7 4 C900 FIRE PROTECTION LINE, SCALE IN FEET www.otak.com 18 CONSTRCUT 6" C900 DOMESTIC WATERLINE. 17857 C 17857C400 8 Project No. Drawing No. z 19 END CAP (MJ) C • C Sheet No. a © Otak, Inc. 2016