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Bonaventure of Tigard CONSTRUCTION NOTES WATER CONSTRUCTION NOTES GENERAL CONDITIONS PRo� A. GENERAL 1. F / P NE / 1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE. 1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 24.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, SECTIONS OF THE CITY OF TIGARD PUBLIC WORKS DESIGNSTANDARDS, TO.BEGINNING CONSTRUCTION ON WATER LINES,AND TO RECEIVE A TRW(CITY OF TIGARD STATE LAW,THE TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS E CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&D 97-20. PUBLIC WORKS,WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS.. CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. AND,ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR 0.4; STATE HIGHWAY CONSTRUCTION WILL COMPLY WITH OREGON STANDARD FACILITY,SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONGN 14.. DRAWINGS AND COOT REQUIREMENTS. 2.THE CONTRACTOR SHALL MAINTAIN ON SET OF STAMPED APPROVED PLANS ON.THE 2.THE CITY'S STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM - WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE.IN ADDITION,THE DYER � CONSTRUCTION SITE AT ALL TIMES. TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS",U.S.DEPT OF APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK.THE APPLICANT'S RENEWAL DATE:6/30/17 TRANSPORTATION,FHWA,CURRENT EDITION. ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE - 3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS - STRUCTURE(MANHOLES,CATCH BASINS,WATER VALVES,HYDRANTS AND OTHER WATER DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE ASSOCIATION)STANDARDS 3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH SYSTEM FEATURES)IN THE DEVELOPMENT,AND THEIR RESPECTIVE X AND Y STATE PLANE Q PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE THE CITY'S STANDARD SPECIFICATIONS AND,ALSO,IN,ACCORDANCE WITH A CITY(JOB COORDINATES,REFERENCED TO NAD 83(91).INCLUDE ACROBAT(***.PDF)FILE AND ONE - INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN 4.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT-LINED,OF NEW MANUFACTURE SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC 11X17 COPY OF ASBUILTS. THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS AND MADE IN THE USA. PIPE SHALL BE"MON"JOINT DUCTILE IRON,CLASS 52. ALL CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. CONSIDERED INCIDENTAL. FITTINGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. 25.A SEWER SYSTEM AIR-TEST AND(V.H.S.)T.V.TEST REPORT AND ON SET OF BLUELINE 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING "AS-BUILTS"(OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE H p S.COVER.FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36".BACKFILL FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER.THE PERMIT HOLDER IS REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY ONE(1)SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT SHALL BE 3/4"-0"GRAVEL. RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS BUILDINGS TO THE SEWER SYSTEM. O ALL TIMES DURING CONSTRUCTION PHASES. TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE&RESCUE) - LL 6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE,OTHERWISE AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION O 4. ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OFN VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. REPORTS,ON A WEEKLY BASIS,TO THE CITY'S INSPECTOR. MATERIAL(S)TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY - 5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE p ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER,THE 7.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING GENERAL MOTORING PUBLIC BY PLACEMENT OF ADVANCE NOTIFICATION SIGN AT EACH END 27.THE CITY'S INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF TESTS AND W OL CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SURFACE ARE REQUIRED AT EACH TEE,CROSS,AND BEND LOCATIONS(SEE DETAILS FOR OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION OR REPORTS FROM THE PERMIT HOLDER,THE PERMIT HOLDERS ENGINEER OR CONTRACTOR p r` SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED - MINIMUM BEARING AREAS). WORK. TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE.SUCH Z SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED - TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. LU w 01AT NO ADDITIONAL COST TO THE OWNER. - S.A 4"X 4"X8'-O"POST,PAINTED BLUE,SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH 6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING WATER SERVICE LOCATION,AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK 28.THE PERMIT HOLDER SHALL PROVIDE A-COPY OF A PROPERLY EXECUTED RELEASE AND z LL O Z S. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO w w�O ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2"IPT TEE AND 2"IPT X 110 STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. WAIVER DOCUMENT TO THE CIN FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION Lu N LO IS BEGINNING CONSTRUCTION AND NOTIFY THEENGINEER OF ANY - - Q O w LU,�., SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. > U F Z 0Y M 7.TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO Z O O AVAILABLE RECORDS AND MAYNOTBE AS SHOWN REON.OURS CONTRACTOR 9.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6"FLG.(FLANGE)TEE;6"FLG.X MJ GATE INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 29.EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE Q w O ,A SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO >a0 n BEGINNING EXCAVATION. VALVE,6"MJ X MJ HOLDING SPOOL,AND A MODERN MUELLER CENTURION FIRE HYDRANT, PROTECTED.REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. f oT A-442,6"MJ,5-1/4"MVO,3-PORT(2-2 1/2"NST HOSE CONNECTION,1-41/2"NST 8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED O O 7¢o 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER COOT AND M.U.T.C.D.STANDARDS PUMPER),1 1/2"PENTAGON OPERATING NUT,OPENING LEFT,COLOR:YELLOW;APPROVED BETWEEN THE HOURS OF 7:OOAM TO 7:OOPM DAILY UNLESS OTHERWISE AUTHORIZED BY - 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL O m VI m FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. EQUAL:MUELLER CENTURION A-423,WATERIOUS PACER 6790,CLOW MEDALLION. THE CIN MANAGER. AND FINAL LIFT OFASPHALTHAVE BEEN PLACED. (.n B. STREETS AND STRUCTURAL FILLS 10.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK 9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CIN INSPECTOR,IN WRITING,THE NAMES WITH 1 1/2 CUBIC YARDS OF CRUSHED 2"-3/4"DRAIN ROCK.TARPAPER WILL BE LAID ON LIMITED TO 9:00AM-3:OOPM UNLESS AUTHORIZED BY THE CIN ENGINEER. NO WORK WILL AND 24-HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS WHO HAVE N M E 1. ALL TREES,BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30PM AND 9:OOAM AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND,IN GENERAL,WILL BE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS UNLESS AUTHORIZED BY THE CITY ENGINEER. RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CIN OTHERWISE NOTED ON THE PLANS. 11.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FET VERTICALLY OF A - INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. i'n QnT WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A 10.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;.PEDESTRIAN TRAVEL - $ 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL DISTANCE OF SO FEET ON BOTH SIDES OF THE CROSSING WHERE CROSSINGS ARE SHALL ALSO BE PROVIDED FOR: 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY 130 3 CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS p,3 NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 16 INSPECTOR,IN WRITING,THE NAME AND 24-HOUR EMERGENCY TELEPHONE NUMBER OF A SHALL BE DISPOSED OF GI EER. TRACTOR,BOTH ON-SITE AND OFF-SITE, INCHES OF SEPARATION BELOW THE WATER LINE. 11.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL - DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER t 3 AS DIRECTED BY THE ENGINEER. REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE OR-OSHA,CHAPTER 437,DIV.3 CONSTRUCTION,SUB-DIVISION P-EXCAVATION:THE "O m 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM 12..ALL MAINS WITH A STATIC PRESSURE UP TO WORSI(POUNDS PER SQUARE INCH)SHALL PUBLIC SAFETY. CONTRACTOR SHALL NOTIFY THE CIN INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. e e EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH N'D.6 SHALL BE UNIFORMLY CONDITIONS TO WITHIN t2%OF OPTIMUM A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE 12.BEFORE INITIATING ANY CONSTRUCTION ACTIVELY,THE PERMIT HOLDER SHALL BE - 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER o N rn STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR,(503.639,4171)TO RIGHT-OF-ENTRY AND/OR EASEMENTS.PRIOR TO STARTING WORK.PROOF OF MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR m PAVEMENT SHALL BE PLACE IN LIFTS NOT TO EXCEED 8"LOOSE MEASURE. ESTABLISH A PLACE,TIME,AND DATE FOR APRE-CONSTRUCTION MEETING.. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE CITY. F STRUCTURAL LOT FILL SHALL BE COMPACTED TO 90%OF MAXIMUM DENSITY AS 13.UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS THE CIN SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDER'S. OBTAINED BY AASHTO T-180.ROAD SECTION EMBANKMENT SHALL BE COMPACTYED -TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO 13.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. TO 90%OF MAXIMUM DENSITY BELOW T OF SUBGRADE AND TO 95%OF MAXIMUM DISINFECTION.FLUSHING VELOCITIES SHALL BE LEAST 2.5 FEET PER SECOND. - 503.639.4171 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK,TWENTY-FOUR DENSITY WITHIN 3'OF SUBGRADE AS DETERMINED BY AASHTO T-180.ROAD DISINFECTION SHALL BE IN ACCORDANCE WITH AW WA STANDARD C651-92,THE STATE (24)HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED 34.BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A SECTION SUBGRADE SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY TO A HEALTH DIVISION AND CITY REQUIREMENTS.THE CONTINUOUS FEED METHOD OF BY THE PERMIT PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE PERMIT HOLDER DEPTH OF 1-FOOT BELOW SUBGRADE AS DETERMINED BY AASHTO T-99.ROAD DISINFECTION SHALL BE USED.DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SHALL PROVIDE THE CIN WITH 30-DAYS OF NOTICE FOR THE VIDEO INSPECTION.ANY SECTION AGGREGATEBASESHALL BE COMPACTED T0.95%OF MAXIMUM DENSITY AS SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER LITER). 14.A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. DETERMINED BY AASHTO T-99. ROAD SECTION ASHPHALT PAVEMENT SHALL BE - THE DISINFECTION MIXTURE WILL.BE PREPARED BY INJECTING A CALCIUM/SODIUM CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA.ALL U COMPACTED TO 92%AS DETERMINED BY OSHD TM 306. - HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO THE 35.(PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY FRESH(POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S AND CORRECT ANY DEFECTIVE WORK,AND SHALL PERFORM ALL SCHEDULED.MAINTENANCE FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH.TREATED(CHLORINATED) STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO TO ASSURE PROPER FUNCTIONING OF THE FACILITY. TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR - NON-SPORE-FORMING BACTERIA.TYPICAL RETENTION PERIOD IS 24 HOURS. AL THE END PERFORMANCE. 36.(PUBLIC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CIN A .IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 8" OF THE 24-HOUR PERIOD,THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT SCHEDULE FOR PERIODIC(QUARTERLY)MAINTENANCE OF THE WATER QUALITY FACILITY. SHALL BE BURIED OR PLACED IN THE FILLS. LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION,FLUSH THE WATER FROM THE LINE 15.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE(3)YEARS FROM UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A THE DATE OF CIT CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS.ON IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT OCTOBER 1ST OF EACH YEAR DURING THIS THREE(3)YEAR PERIOD,THE DEVELOPER SHALL CONSTRUCTION,THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL _ HOLDERS CERTIFICATE 0 INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. REPORT,IN WRITING,MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. ENGINEER OF THE CONDITION FOUND AND COORDINATE:HIS ACTIVITIES DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER.DO NOT ALLOW CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR 16.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER OTHER SATISFACTORY METHODS OF REDUCING CHLORINE.RESIDUALS TO A SAFE LEVEL AS KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND �4 ENCOUNTERED. MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, CAUSED FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 4. ROCK BASE,ASPHALTIC CONCRETE PAVEMENT,CURB AND SIDEWALK THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL ORDER IMMEDIATE CLEAN-UP.AND THESTOPPAGEOF WORK TO ACCOMPLISH CLEAN-UP. CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN TESTING.BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 10i ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 17.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE 14.PROVIDE AN ECLIPSE NO.88 SAMPLING STATION MANUFACTURED BY KUPFERTE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ � 3� C. UTILITIES FOUNDRY,ST.LOUIS MO 63102.THE SAMPLING STATION SHALL BE 2'-0"BURY,WITH A 3/4" REQUIREMENTS. THE CIN MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE Q o FIPT.(FEMALE IRON PIPE THREAD)INLET,AND A 2/4'UNTHREADED HOSE NOZZLE.ALL OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 1. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE,NON-REMOVABLE, - u TRACER WIRE(18 GAUGE,INSULATED COPPER,OR HEAVIER,IN ALUMINUM-CAST HOUSING. WHEN OPENED,THE SAMPLING STATION SHALL REQUIRE NO 18.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A S z APPROVED COLOR)INSTALLED IN THE TRENCH FOR LOCATING PIPE IN KEY FOR OPERATION,AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY.ALL STANDARD GRASS MIX;SHRUBS,FLOWERS,BARK DUST,EXISTING SIGNS,PAVEMENT THE FUTURE,PER UNIFORM PLUMBING CODE. WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVEGROUND WITH NO MARKINGS,MAILBOXES,ETC,SHALL BE REESTABLISHED,REINSTALLED OR REPLACED, 2.. ALL TRENCH BACKFILL WITHIN PAVED.AREAS AND SIDEWALKS SHALL BE DIGGING.A COPPER VENT TUBE(STANDARD)WILL ENABLE THE SAMPLING STATION TO BE WITH LIKE KIND AND MATERIAL. COMPACTED 3/4"-0 CRUSHED ROCK,COMPACTED TO 91%OF MAXIMUM PUMPED FREE OF STANDING WATER TO PREVENT FREEZING,AND TO MINIMIZE BACTERIA DENSITY AS OBTAINED BY AASHTO T-180 COMPACTION TEST. - GROWTH. THE EXTERIOR PIPING WILL BE BRASS,AND A Y"BALL VALVE SHALL BE 19.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED PROVIDED IN PLACE OF THE y"PET COCK ON THE VENT PIPE. WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, 3. THE CONTRACTOR SHALL NOTIFY THE CIN AT 503-718-2463 48 HOURS _ PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CIN PRIOR TO START OF CONSTRUCTION. 15.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH Z BY OTHERS(OWNERS). ALL WATER METERS CONNECTED TO A N IRRIGATION SYSTEM MUST EFFECTIVE DRAINAGE CONTROL. O 4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE,MINIMUM a. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 OF A DCVA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE 20.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY w 3 �- (T-1)WITH RUBBER GASKETS. WATER METER.IN ADDITION,EVERY METER FOR COMMERCIAL,MULTI-FAMILY,INDUSTRIAL, NOTIFICATION CENTER.SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR a o u b. CONCRETE PIPE SHALL BE CLASS V,ASTM C76 REINFORCED. AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE SHALL HAVE THE PROPER OREGON 952-001-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING D LLJ PIPE ENDS SHALL NORMALLY BE BELL AND SPIGOT OR TONGUE AND GROOVE. STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE 503.246.1987.IF YOU HAVE ANY QUESTION ABOUT THE RULES,CONTACT THE CENTER. a DUCTILE IRON PIPE SHALL BE CLASS 52,CEMENT LINED PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED NOTE:DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. � O CONFORMING TO ANSI A21.SI,WITH PUSH-ON TYPE JOINTS. AND TESTED BY THE OWNER,WITH THE.RESULTS FORWARDED TO TPW WATER DIV ISION, (n Z BEFORE WATER SERVICES CAN BEGIN. 21.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION z d. CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS. AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLEBEFOREDIGGING IF 5. SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. 16.UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM THE CONTRACTOR OR NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE O a. SANITARY SEWER SERVICE LATERALS SHALL BE 6-INCH PVC AND OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE.CHANGES MUST BE u SHALL BE INSTALLED AT 2%MINIMUM SLOPE UNLESS OTHERWISE ADDED 10%FOR TPW INSPECTIONS,WATER LOSS,OVERHEAD,ADMINISTRATION, APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL NOTED ON THE PLANS. MARK ALL LATERAL ENDS WITH 2"x4" SAMPLING,ETC.AND 2%FRO ENGINEERING REVIEW,INCLUDING"AS-BUILTS"DRAWINGS, COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. m MARKER THAT IS LABELED TO INDICATE DEPTH. LATERAL PIPE UPDATING MASTER AP,INTERSECTION MAPS,ETC. SHALL BE GREEK IN COLOR.- - 22.A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C.OR HOT MIX BASE PAVING)SHALL b. PVC SANITARY SEWERS SHALL CONFORM TO ASTM D-3034 AND ASTM BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK.NO z o 789(T-1)WITH RUBBER GASKETS. . OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED TRENCH,ON-SITE OR OFF-SITE,SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. c. SANITARY SEWER SHALL BE TESTED IN CONFORMACE TO CITY STANDARDS. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE - SHEET RESULTING FROM THE PROSECUTION OF THE WORK. THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE x D. APPROVALS CONTRACTOR,PER DIC FIELD OBSERVATIONS DURING CONSTRUCTION AND 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY 23.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING - SURVEY DATA.w UG EST THA ESE PLANS BE USED IN CONJUNCTION THE CITY OF TIGARD,CWS AND THE ENGINEER PRIOR TO IMPLEMENTATION. FACILITIES(ROADS,DITCHES,BTC.)AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S WITH FIELD ER CATION OF L A ION AND ELEVATION OF IMPROVEMENTS a OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION IN QUES N THE BEST MY NFORMATION,KNOWLEDGE,AND BELIEF, 2. CONTRACTORTO ACQUIRE ALL REQUIRED PERMITS BEFORE WORKING IN WITH THE WORK AUTHORIZED BY THE PERMIT.CORRECTIVE WORK.SHALL BE DONE AT THE THESE N AN U TE PRESENTATION-0F THE SUBJECT IMPROVEMENTS. OF .THE PUBLIC RIGHT OF WAY. PERMIT HOLDERS EXPENSE. 1 DATE: 1 ./ q - - JOHN JENSEN Q ��f0 PROI �/y THESE"RECORD"PIANS ARE COMPILED FROM DATA COLLECTED FROM THE gpp 9 CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND SURVEY DATA.WE SUGGES,yT,dTHLf{J�T THESE PIANS BE USED IN CONJUNCTION CONSTRUCTION PLANS FOR WITH EROVEME TS ITS ITS IELD VERIF TION T F MV iNFORMATIONION AND VKN W ATION OEDGEPAT IMPRIEF, IN QUESTION. O E BE f 44f THESE PLAN AR A RA E REPRESENTATION OF THE SUBJECT IMPROVEMENTS. ,- N OYER JE DATE: pOHN D.JENSEN RENEWAL DATE:6/30/1] BONAVENTURE OF TIGARDin Q PUBLIC IMPROVEMENTS M TIGARD, OREGON o 0-1 Wa CASE FILE: PDR 2013-00001, CUP 2013-00005, LLA 2013-00006 o Z M Ln I— W 111 MAP 2S112CB LOT 00900,2S112BC LOT 10700 Z IT o Z wwoo LU Un NEW IMPERVIOUS AREA=182,702 SF \ U N / I_z PUBLIC=30,870 SF Q w O o M PRIVATE=151,832 SF Z a m w M SITE SIZE=253,966SF O m r1<o AREA OF GROUND DISTURBANCE=253,966SF m SHEET INDEX Un NUMBER DESCRIPTION N s 1 TITLE SHEET ° �e � yon ' 1.1 CONSTRUCTION NOTES a,3 2 SITE PLAN m 3 GRADING PLAN " to. " 4 STREET CROSS SECTIONS SITE 4.1 STREET CROSS SECTIONS U� 5 STREET PLAN & PROFILE - HALL BOULEVARD W 6 STREET STRIPING PLAN - HALL BOULEVARD 7 STREET PLAN & PROFILE - ROSS STREET 8 STREET PLAN & PROFILE-83RD AVENUE v 9 STREET PLAN & PROFILE-MATTHEW PARK STREET 4L O CURB RAMP DETAILS w 10 STORM PLAN & PROFILES-STORM LINES'D'&'E' s .CookFnk >r k, 4.1 1 If1A C'1fl/AI C PLANT PLAN 9 9ETA11 Lill`I a VL�/1L UTILITY CONTACTS: 12 STORM PLAN & PROFILES-STORM LINES 'A', 'B',AND'F' PGE: TOD SHATTUCK 503-672-5466 13 STORM PLAN & PROFILE - STORM LINE 'C' NWNG: BRIAN KELLY 1-800-422-4012X2427 14 SANITARY&WATER PLAN AND SANITARY PROFILE FRONTIER: JOHN COUSINEAU 503-643-0371 VICINITY MAPPH . . . . . . N.T.S. 15 DETAILS 15.1 POND PLANTING PLANTING PLAN & DETAILS THIS DESIGN COMPLIES WITH ORS 92.044(7)IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE 16 DETAILS WITHIN ONE(1)FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. 17 DETAILS NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE LLJ 1 DETAILS WOULDC AUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. 19 DETAILS U) DEVELOPER CIVIL ENGINEER SS STREET SIGNING PLAN J BENCH MARK ER1 EROSION CONTROL TITLE SHEET ~ VERTICAL ER2 PRE-CONSTRUCTION EROSION &SEDIMENT CONTROL PLAN DATUM IS BONAVENTURE SENIOR LIVING CES�NW, INC. 1 BENCHMARK DESIGNATION 178,A BRASS DISK MARKING CONTACT: BEN SETTECASE 13190 SW 68TH PARKWAY, STE 150 THE SECTION CORNER COMMON TO SECTIONS 11,12,13, ^ ° a AND 141N TOWNSHIP 2 SOUTH,RANGE 1 WEST,W.M. 3425 BOONE RD SE ER3 CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN m SET IN A MONUMENT BOX AT THE INTERSECTION OF S.W. TIGARD, OR 97223 G T DURHAM ROAD AND HALL BOULEVARD. ELEVATION ER4 EROSION CONTROL DETAILS 0 o 179.155'(NGVD 29)WAS HELD. SALEM, OREGON 97317 503-968-6655 ER5 EROSION CONTROL DETAILS SHEET 503-373-3162 1 L1 TREE PRESERVATION AND REMOVAL PLAN ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth L2 TREE CANOPY SITE PLAN in OAR 952-001-0010 through OAR 952-001-0090 You may obtain copies opf the rules by calling the center. OF Center is tele 232-7 umber for the Oregon Utility Notification L3 LANDSCAPE PLAN 19 L4 LANDSCAPE SPECIFICATIONS AND DETAILS k 0 PR PE ' I ; "LA MANCHA "MATTHEW PARK' IESTATES'' I i y I - - I I I i - I - I 5 E I 9 VO'S�' 14. k 12 / 11 SO 9 - 8. 7 - I. i OYER J F RENEWAL DATE:6/30/17 El I ` ———--— '-——————————— —————— ———— -—— - AxN !STREET oloo 103+00 I .•:�.I Q O r I .........� ..::,vl.:_r rr 1 t w w :Q ri o 4.. LL o .............. C 42.17. 32.00' p 5. O I SIDEWALK TO BE CONSTRUCTED 5.81• 4 W a IN CONIUCTION WITH ON-SITE IMPROVEMENTS. SEE LANDSCAPING oMi I '-I O 1I PLANS FOR TREE WELL AND PLANTING a I z m DETAILS.SEE SHEET 19 FOR SIDEWALK S. p' NOTE: DETAILS. a Y uy G y } k. •I PROTECT EXISTING SURVEY MONUMENTS. a z w w O [ [ - IF A SURVEY MONUMENT IS DISTURBED BY � a I W to w C7 I jo CONSTRUCTION ACTIVITIES,THE CONTRACTOR '\ LOT 2 j w I F z + °J IS RESPONSIBLE FOR THE REPLACEMENT OF _ z O C m .I THE SURVEY MONUMENT(S)AND TO FILE A WQ FACILITY >m �� n j I La RECORD OF SURVEY. °*Q° 9922 SF z z In Lu y l m r�tan vii 1 m [ m :1 f No [ Q I I f Ync a _ I me j __ _ _ _________ ___ _ __________ __._--_—___ _—__-------- _ ___ 70.48' __ __—__ __—_ I'D 3:: . --- ..I I t t THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE TJ pj CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND Ut 'D :k E%`„ •I 't"- - SURVEY DATA.W U GEST TH T THESE PLANS BE USED IN CONJUNCTION rn WITH FIELDVE I ON OF ATION AND ELEVATION OF IMPROVEMENTS o IN QUESTION E BEST F Y INFORMATION;KNOWLEDGE,AND BELIEF, THESE PLA ARE A REPRESENTATION OF THE SUBJECT IMPROVEMENTS. [ .•I ` - DATE: J :I LOT 1 t JON D.JENSEN r ♦ 1 y 103!(+00 k - �1 a _ 210,174 S F # L . T U Z I I r I ` SYMBOLS LEGEND � I PROPOSED S TING - i t W t: R_O_W .y > k +-. STREET CENTERLINE — — I PROPERTY UNE NOTE: "..........::.. WI I r h SEE LANDSCAPING PLAN M v FOR STREET TREE TYPE AND - h ,;;:;. "t: LOCATIONS. { 1037+00 k z a I t } I 2 0 0 0 i I ...... a m tz � k z [ w 3 00CL fLu .b k .. 42.86' 82.27' 1A G I i '.•. 262.72' .. ..... . .:- ... .._" - - - .. .:.. SHEET �:.::• _ I J ROSS ` 103f m STRE T OF Q �a- ___ ___ 30 15 0 30 19 0 /u EI 9 P ri f ES" NEW PARK" _ 11 L 3 d I ❑zLL� O oy N w 9 wao o 74. 12 }7,- ^\ 10 ! 9 8. ��. /.1 1 1. I�,.,tv, r I -I I'o�if z. th N&YER �.w I•. w - / \ O o \ I l § E I .. ` LL�g❑¢G RENEWAL DATE:6/30/17 } � ❑mow o � ( w 3 IF DEW RING.�RERED�/�� _�---"! PUMP WAT - II SS S <❑Nwzo ,n LOCATED ON SLOPE WITH �'V 1 ry. 5 V _ ':1I _ o a o a f v o 10 +00 NATURAL VEGETATION INTACT. 1 I ''q #�, ) '�V ADDIT70NAL MEASURES MAY ry � _... ._.�� '` ::.::.::. \ I �� ;: �YfE"1.:.. ,�f� J,� F9� ........... �a m a o'�. � �o .... ❑>w zw�. o INCLUDE FILTER BARRIERP - --- . DETAIL SHEET ER4. 1 ---------7-------------1------ 'f 1 x—.x _ _ �� _ Ow❑�.10 W O N i CYiti I / / ! �� _ f �\ , r.5 4 z °I-. z K w rm O lk Inz 1. �^ \ ❑w W t _/1 I r \ / i\ 'F / � : �...) a � ��Wa W Wd'(IN /\ / uwig>x❑w U W \ 1 1:I �i 3 1 J I - V - !. \\ ��•i \ l \ + I 2 1 m 3?� z��to ¢to mW % J m0',Inm '803.+0W }' 1 I \\ .. / / 1 ! , 1 i _ m \ EXTG BUIILDINGS T(�1 \ // x i 1 11 M E. Irr / I t#:1 I I �•. � �\ I I / BE REMOVED. 1 1 \ / I � / R N s 'TREE TO BE REMOVED Hp.) / I 1 \ / ..:'f i I - -r01 � -1_ / dtiVli VIII` Wui 1/l y ^ � 1 3-0c/ EXTG TREE TO BE REMOVED(TYP.) / 1 o $•- �/ o N rn LL 01 i ABANDON EXTG SEPTIC TANK AND - -\ I x � -TREE TO REMAIN(TYP.) DRAIN FIELD PER HEALTH DEPT. 1 \ I REQUIEMENTS \ I __- .'. 103 1003 > -- ."�". SYMBOLS LEGEND / PROPOSED EASTING moo�00000000 611x11/,/ x SILT FENCING r 1 CONTOUR(70') SBU AGO V CONTOUR(2') - - . NOTE: R-O-W _ REMOVE ALL STRUCTURES,DRIVEWAYS, \ r.;�` \;\. I \\ STREET CENTERLINE / CONCRETE,AND UTILITIES LOCATED. \ i - , '* I 1 tnlhl��\� PROPERTY UNE ON SITE. SANITARY STORM SEWESEWER ST `W I� s 1 , -\ \ z W WATER MAIN _W W SANITARY LATERAL Ti I STORM LATERAL I \' ,�.✓"' \` � SANITARY MANHOLE W : I \\ h : .�! /1 1 # ' . 11 STORM MANHOLE Lu P r _ y WATER VALVE 9 0 "IETRUCK 1 -�-J FIRE HYDRANT . 1o7i+0o I EXTG'BULILDINGS AND - /� p EE ER, WATER METER BOX y z CONCRETE AND HALT w � I :', / I \ CATCH BASIN TO BE REMOVED `-Z- °e I STREET LIGHT I I ��\\ BLOW OFF ASSEMBLY ► m i .II 1 \ f .4. \ I ♦ I �II, POWER POLE 101 g u DRAINAGE FLOW v-�..-� -vii••► _ CONSTRUCTION ENTRANCE tff { I STAGING E UIPMENT / / MAINTENANCE,'FUEI�ING. -// \ EXTG DECIDUOUS TREE PORTA-POTTY,AND SOLID- „3 ° -,j P ! - EXTG.EVERGREENTREE WASTE AREA.SOIL STOCKPILING i I .� `? ' SEDIMENT BARRIER it '. I l I IN THIS AREA. i - / (TO BE INSTALLED PRIOR TO CONSTRUCTfON) Z CONSTRUCTION FENCE —�}- .I INLET PROTECRONNC ❑ m r �Q4.s----------- d{4r - I' i i� QIt 0- 1036000 0 III u 1o3./ao p. / • "'1 - �,�1 `❑ Z_ III Iy T - / f _ SEDIMEN FENCE TYP. }� ABANDON EXTGI C O GRAVCTION'ENTRA Q w 'I WELL PER HEALTH �� } DEPT.REQUIREMENTS. \\ / 1/ <� / a - (D / Q ° o w \ - - oN _ - g -. - G-i� ' - G - _ ...-�-..;§•-.33.- -- __-_--_ SHEET i I . _ ..c- } D I 0 \ � \ ..1W'- w w w OF , 30 15 0 30rN 1A 1 "Ti .. ,✓Y. EO PRO£ THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE P CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND SURVEY DATA.WE SUGGEST TH TTHESE PLANS BE USED IN CONJUNCTION WITH FIELD CATION OF O ON AND ELEVATION OF IMPROVEMENTS IN QUESTS T THE 5T F Y INFORMATION,KNOWLEDGE,AND BELIEF, THESE P NS A AN C REPRESENTATION OF THE SUBJECT IMPROVEMENTS. 14. DYER DATE:f./ RENEWAL DATE:6/30/17 JO D.JENSEN - 0�,�/ H r O u- 00 00 W P/L C/L E P/L N P/L C/L S P/L N P/L C/L S P/L - N O VARIES 40'MIN. VARIES 59 W Cl 24' i I 24 1 18 38 I LL? z M 8' !f 11' 12' 12' VARIES I VARIES 12' 12' 1.1' —! 6' 8' x-11' 20' 10' r _ w n I uiN w ww0 PUE PUE PUE z LL p Z - 5.5' 10:5� 5.5' 5.5' IL UI Of U'N 0.5' I i I 5.5' I 0. 0.5'. U F Z O M 5 Q w0Om 5 I 15. 5 I >TIJgM 1-1/2:1 MAX 1-1/2:1 MAX ( O Z ry uj M 2% 2.5% 1-1/2:1 MAX 2% 2.5% 2% 5:1 MPX s'1 MAX 2% m mmcaiJ Tri s,1 x zs% 2:1 MIN MA 2:1 MIN2:1 MIN ._ NInE 3.5"OF1/2"DENSE A.C.PAVEMENT 3.5"OF 1/2"DENSE A.C.PAVEMENT 3.5"OF 1/2"DENSE A.C.PAVEMEN N u y 2"OF 3/4"-0"CRUSHED ROCK 2"OF 3/4"-0"CRUSHED ROCK 2"OF 3/4"-0"CRUSHED ROCK "S nN� 8 OF 2"-0"CRUSHED ROCK 8"OF 2"-0"CRUSHED ROCK 8"OF 2`0"CRUSHED ROCK m v 83RD AVENUE MATTHEW PARK STREET if 0 3 TP.0+00 TO STA.3+47.05 SEE PLAN AND PROFILE SHEET 9 ROSS STREET SEEm r L vT LAN AND PROFILE SHEET 8 NTS 0m ,o NTS SEE PLAN AND PROFILE SHEET 7 'O NTS z n N m V J W P/L C/L E P/L �r 46'TO 50' 1. - 24'-34' 8' I 8'-11' 12'-17' 12'-17' 8'-11' I 8' PUE I PUE ll 3'- � 3'- 01- 5.5' 5.5' Lol- O's' I 5. 5, I 0.5' 1-1/2:1 MAX 2% 2% 1,1 MPX s,l MAX \ 2:1 MIN 3.5"OF 1/2"DENSE A.C.PAVEMENT 2"OF 3/4"-0"CRUSHED ROCK - a 8"OF 2"-0"CRUSHED ROCK o � 83RD AVENUE ss $ STA.3+47.05 TO STA.5+21.98 - SEE PLAN AND PROFILE SHEET 8 NTS - a o U 0 IH W U W W � U] om z o G o � � g SHEET 4 . 1 OF w 19 k 0 E P/L C/L W P/L F,D PROF SO 45' IN E P/L C/L W P/L E P/L C/L W P/L 9PE I 48'-48.4' 45' 45' 50' 45' I 8' 25' 6' 12' 1, T-5.4'. 20' 46.5-50'' I .9'-4 PUE 9 14.. I 116' BIKE LEFT BIKE I DYER J �20' 20' I E 25' I 21' �� 1' LANE LANE LANE 5.5'-7 12' 4'-6' 12' 17'-12' PUE 6.3'- ' 12' 6 7 7' 12' S' 6.1'-O' I12% RENEWAL DATE:6/30/1716' BIKE LEFT RIGHT BIKE 6 MEDIAN LEFT RIGHT BIKE LANE LANELANE LANE LANE LANE LANE 18.9'25" LANE I 11.6'-13' 1-1/2:1 MAX2' 0'-T 8'MEDIAN 6 MEDIA . MAX I LANET ..I LANE I 1-1/2:1 MAX LANE 2°/a MIN. a 5:1 MAX 2% 1 MAX �� .> 1-1/2;1 MAX 2� 2%MIN 2:1 MIN 5' "testi-'"_+"``s..•.L'-§-''"r��9 � " II Ln� •a. V 2°/ MIN ... o H .... M$ -. 5:1 MAX .. 16"CURB � O .•a. .+ar. 2:1 MIN ,.•a. ..a. ?��„s_.,._'r,�+=�A - M 2:1 MIN - - 8"A.C..PAVEMENT ,y 12"OF 3/4'-0"CRUSHED ROCK O o 16"CURB SUBGRADE GEOTEXTILE FABRIC N 8"A.C.PAVEMENT - 8-A.C.PAVEMENT - Ine 12"OF 3/4"-0"CRUSHED ROCK 12"OF.3/4"-0"CRUSHED Roc HALL BLVD.) LuD_ SUBGRADE GEOTEXTILE FABRIC BEAVERTON-TUALATIN HWY SUBGRADE GEOTEXTILE FABRIC ( / 1037+44.17 TO STA.STA.1037+96.08 z _M BEAVERTON-TUALATIN HWY(/HALL BLVD.) BEAVERTON-TUALATIN HWY(HALL BLVD.) SEE PLAN AND PROFILE SHEET 5 I- � L)a STA .1032+08.95 TO STA.1033+74.10 - z uv') w c,O STA.1034+93.10 TO STA.1035+29.39 NTS SEE PLAN AND PROFILE SHEET 5 C/L \W\ �W w NTS SEE PLAN AND PROFILE SHEET 5 E P/L 50' 45' W P/L / U Z ZO O to NTS Q w O rJ ca 48.4'-48.6' - z Q m w M O C/L 8' 25' 6' 12' T 12' S.4'-5:6 20'� O I m�¢o m IA m E P/L W P/L E P/L - C/L W P/L PUE i 16 BIKE LEFT RIGHT BIKE I m 50' 45' 1' LANE LANE LANE LANE 50' 45' H 13- LANE LEFT 1 o M 50'-45:75' N 48' 1-1/2:1 MAX TURN I +=n c PUE I 25 7'6S 12' 6'-6:5' 12' lY_5' 20'..x. 1 I :1 MAX 2% -LANE I y m II 16' BIKE LEFT RIGHT BIKE PUE 25 6' 12' 7' 12' 5' 21' -i _ 2%MIN 3 CO 3 i'---I LANE LANE 7'-10.25 LANE LANE I IIIA5:1 MAX ,,. a N 3 16' BIKE LEFT. RIGHT BIKE I 2:1 MIN _ .+*�"'�'" s"' :+r 0 8' ^� dWns �..". 6 LANEMEDI8. i 1 8 LANE LANE 13, LANE LANE 1-�. L. d 16'CURB 1-1/2:1 MAX I MEDIAN I .° 5'1 MA 2% 6' LANE 8".A.C.PAVEMENT N.D m X 1-1/2:1 MAX I 12"OF 3/4"-0"CRUSHED ROCK - 2%22%MIIN - '1 MAX 2% I ( o No 2:1 MIN 5.1 y.,u- _„ act? +-�' - 2%MIN. SUBGRADE GEOTEXTILE FABRIC F S,1MnX BEAVERTOWTUALATIN HWY(HALL BLVD.) 16"CURB - 1037+96.08 TO STA.STA.1038+26.17 8"A.C.PAVEMENT - 16" 12"OF 3/4--0-CRUSHED ROCK 8"A.C.PAVEMENT SEE PLAN AND PROFILE SHEET 5 F'�M SUBGRADE GEOTEXTILE FABRIC 12"OF 3/4"-0'CRUSHED ROCK-- NTS XTILE FA . 'vJ BEAVERTOWTUALATIN HWY(HALL BLVD.) SUBGRADE GEOTEBRICE P/L 50' `/L 45' W P/L STA.1033+74.10 TO STA.1034+54.69 BEAVERTOWTUALATIN HWY(HALL BLVD.) SEE PLAN AND PROFILE SHEET 5 STA.1035+29.39T0 STA.1036+76.09 4$.6'-48.9'- NTS SEE PLAN AND PROFILE SHEET 5 `PUE 25 6' 12' 7' 12' 5.6'-S.9' 21 ---I NTS 1'-15:5'116'-0:5' BIKE LEFT RIGHT BIKE a LANE LANE 13, LANE LANE ° . C/L 8 LEFT z TURN E P/L C/L W P/L E P/L 50' - 45' W P/L 1-1/2:1 MAX 6 LANE 50' I 45' '1 MAX 2% �' �-IF• _ I 2%MIN. p r 4$' 1 140 45.75'-46.9' - I I 2:1 MIN 5' „«.�a^1 f_ £o ri 25'. 12'-18.9 21' �" - F z 8' 6' 12' T 5' I 16"CURB 3 25' 6.5'-6.3'' 12' 6.5'=6.T 12' S' 20' PUE PUE 16' BIKE LEFT RIGHT BIKE 16' BIKE LEFT RIGHT BIKE 1' 8"A.C.PAVEMENT 9 o 0 1' LANE LANE NE LANE LANE LANE LANE LANE I 13'-6.1' 12"OF 3/4"-0"CRUSHED ROCK I 8' 6 10.25'-11.6' I I $' MEDIA SUBGRADE GEOTEXTILE FABRIC °a o MEDIAN I 1-1/2:1 MAX 6 LANE �{ . 1-1/2'1 MAX I LAN E LA5:1 MAXI 2% I ( BEAVERTOWTUALATIN HWY(HALL BLVD.) 5:1 MAX 2 MI`X 2%MIN A.1038+26.17 TO STA.1038+43 ST .09 <g 1 NIA ...- 2:1 MIN n 2:1 MIN 5° x�4+�'"" s ,_ru. � - •�� "''``'�--�'� SEE PLAN AND PROFILE SHEETS 16"CURB - NTS 16"CURB B"A.C.PAVEMENT L 8"A.C.PAVEMENT 2"OF 3/4"-0"CRUSHED ROCK E P/L 45' C/L 45' W P/L U) 12"OF 3/4"-0"CRUSHED ROCK SUBGRADE GEOTEXTILE FABRIC O SUBGRADE GEOTEXTILE FABRIC 3 Z 48.9'-49.1' o � � 0 BEAVERTOWTUALATIN HWY(HALL BLVD.) BEAVERTOWTUALATIN HWY(HALL BLVD.) 5.9'-6. ' I 8' 1^20' 6'-5.5 12'-12.2' 13'43.3' 12' 21' --1 STA.1036+76.09 TO STA.1037+44.17 PUE 1034+54.69 TO STA.STA.1034+93.1 BIKE LEFT LEFT RIGHT BIKE Lu SEE PLAN AND PROFILE SHEET 5 SEE PLAN AND PROFILE SHEET 5 8' LANE LANE TURN LANE LANE W W NTS NTS 12' 6' LANE I (n I I 1-1/2:1 MAX 5:1 MAX 2% .. 2%MIN. i m 2:1 MIN NOTE: FOR ALL HALL BLVD SECTIONS,EXTEND THE WEARING SURFACE ACROSS THE SAW 16"CURB SHEET CUT JOINT MINIMUM 6 INCHES OR SEAL PER ODOT STANDARD SPECIFICATION 00746. 8"A.C.PAVEMENT THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE a - - - 12"OF 3/4"-0"CRUSHED ROCK CONTRACTOR,PERIODIC ELD OBSE ATSONS DURING CONSTRUCTION AND - SUBGRADE GEOTEXTILE FABRIC SURVEY DATA.WE SUG THAT E PLANS BE USED IN CONJUNCTION WITHFIELD VERIFI OF LO TI N AND ELEVATION OF IMPROVEMENTS IN QUESTION.T H ST YI ORMATION,KNOWLEDGE,AND BELIEF, BEAVERTON-TUALATIN HWY(HALL BLVD.) OF o THESE PIANS A Cu REP ESENTATION OF THE SUBJECT IMPROVEMENTS. ^ STA.1038+43.09 TO STA.1038+72.27 19 --... DATEfI�/W/Al W _ JOHN o.. SEN SEE PLAN AND PROFILE SHEET 5 k - NTS o SYMBOLS LEGEND PROF PROPOSED EXISTING THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE - IN R CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND OP R-O-W - - -SURVEY DATA.WE S GGEST THAT THESE PLANS BE USED IN CONJUNCTION STREET CENTERLINE - -- WITH FIELD VE TION OF LO ION AND ELEVATION OF IMPROVEMENTS PROPERTY UNE --- -- -------- IN QUESTIO TO HE BEST OF INFORMATION,KNOWLEDGE,AND BELIEF, SANITARY SEWER -SS- THESE P AR ANA PRESENTATION OF THE SUBJECT IMPROVEMENTS. - - h= STORM SEWER ST - 'S 14, N DYER J WATER MAIN -W W- DATE: SANITARY.MANHOLE O O JO .]ENSEN RENEWAL DATE:6/30/17 STORM MANHOLE OD WATER VALVE B q0p 30. 15 0 30 ,,,,,,,,,Q/// FIRE HYDRANT - L.1 WATER METER BOX _ 1034+54.69 20.67'RT Q END CURB TAPER CATCH BASIN ❑ 1035+28.94 23.00'RT STREET LIGHT 7L I'YC PAVEMENT ANGLE POIN 1034+50.76,REM VE 9LF OF.lb RTURB - L~ O BLOW OFF ASSEMBLY END PAVEMENT WID NING - r M AND CONSTRUCT NEW CURB o TAPER PER COOT STANDARD 1032+09.60,17.04LT LL POWER POLE �Q� 1036+48.61 25.00'LT DETAIL RD700. o BEGIN SAWCUT AT EDGE LINE O ry 1037+66.11,18.00RT CONSTRUCT 38'COMMERCIAL 1035+29.01,18.00'RT END SAWCUT AT EDGE LINE DRIVEWAY PER ODOT DETAIL RD725 SAWCUT ANGLE POINT W a EI 1 39+87.59 B-E_ SE 6 a. <:.... : 8 FT.SIDEW LK° B o. E E E .-_-3-933+°57E:➢-4---1$-:O-°'tE T�0 ROSS Z+00 ROSS w w E �SAWCUT ANGLE POINT. LL N Z --- - .. `BEGIN 167CURB L PER W wwa' 'o"'z G G G G--G G G. G G G G-G-G G G_.. . G -- - - Q �W w- W G G G G D"v v�`T."�iGA9780-G G G _G ( V I_Z p'M 0 + o e o - 1034+50.94,15.S5RT END PAVEMENT TAPERo :o Z O O - -g- + - BEGIN SAWCUT ATE*UNE LINE CONSTRUCT CURB + G G + -Q7 W O (? 1038+72 27,19.SOLT ^o Q 5 -. ENDING TO NbRT "r N w M . >n END SAWCUT 9.50LTE LINE " - BEAVERTON-TUALATIN HWY(HALL BLVD.) - PER DETAIL o°a00 " O m M(n m t„ m - _ _FL 200.0 _ L 20Q.3_Q _ ca - -15. - - -- - _ - - - _--_ :::: - - °FO .._.__. .... ... E41 .. ... _ �OH� OH- OH.. OH- ---OH y \. O li T V�JH--OH OH- -ON :. OH OH B -'OH R-ZBQH OH OH OH I-� FO--F0_ FO---FO:. FO fO SPI E -.- cin+- _ 5200.35 w-- m o W w w�--W W - W W w w S 200.4f}N ,W w w' w- ^'N u S ,1.15 5 200.45 S2u 1038+72 27 `, -If--49.5'--+-� I INSTALL TYPE III BARRICADE 1032+09.60 21.49'LT C END.16 UR ;� 38+30.90 49'LT P O D- S M67 O BEGIN PAVEMENT TAPER 33 AND 8`SIDEW r SI WALK ANGLE POINT I W m ..��.. 4 - 1033+59.75 49.00' TM820 MATCH EXTG EDGE OF I N 3 $ I IMPROVEMENTS nl I 1038+46.40,33'LT _ I - BEGIN 8 SIDEWALK .PAVEMENT. I t L m K ANGL P IMPROVEMENTS. ro _ I �D �j R a � I PER ODOT.DETAILS< I( 3.Q`O RD700&RD720 w N ° ' o s J C ) LOW PC INT ELEV=2(l.080 LOW POIIITSTA=103E+72.27 PVIS A=1038+47.27 HIGH P INT ELEV= 02.93 PV ELEV=201. HIGH POI T STA=103 +60-.00 .D.=1.05% fA_ K=47.62 PV ELEV=203. 4 50.00'VC A.D._-2.35% m K=97.80 HI 3 H POINT ELE =200.56 23°.0°'80 HIG.POINT STA=1033+24.59 I'STA=103 +96.59 pvi ELEV p i EXTG GRADE@ A.D.=-1. 6% a N CENTERLINEK-44. 0 z o 3 u+i 56.00' z m o m ry +m 2 N PRO PC SED GRADE +m UIW S.R N"I d' 1 1. W K UI Mw N `iN » MUWI m _ WWII ON .0 U mm }•~ ON N�- V� N m0 VIW > >u -- MZ V)W tim ~W nLu m o+ » m W - - _ 0.80% o wu .. W VI W CL II H » ut > LL. 0 EXTG GRADE 25'LT --y � E G GRADE 25 RT c c z D Q O _^ J m 7N m❑n W Q �wr W, _ BEAVE TON- UALAT N HWY(HALL LVD.) a "HORIZ= 0SHEET ' a VERT = 3 OF 19 0 1039+80 1039+20 1038+60 1038+00 1037+40 1036+80 1036+20 1035+60 1035+00 1034+40 1033+80 1033+20 1032+60 1032+00 SYMBOLS LEGEND D PRO eo PROPOSED EXITING R-O-W _ _ —._ N h STREET CENTERUNE I4 yo' PROPERTY UNE -_____ _ _____ ti�OAR , SANITARY SEWER SS.. STORM SEWER - ST. RENEWAL DATE:.6/30/17 WATER MAIN _W_W_ SANITARY MANHOLE OS e 0 STORM MANHOLE O O WATER VALVE - 9 0 Q FIRE HYDRANT WATER METER BOX ) FL-4 p CATCH BASIN r T STREET LIGHT ��'( (,L M BLOW OFF ASSEMBLY ► O N� POWER POLE W a D0 L LU r J w 01 _ (1038+46.44,18'RT) _ z w w�O END REMOVAL AND .(1036+67.60,6.00'RT) w U t7 O N .REPLACEMENT OF 8"EDGEEND TWO-WAV LEFT TURN > U F Z Cl: I LINE(W-2)MATCH EXTG. - (1037+36.08,0.52'RT) MEDIAN AND TWO-WAY LEFT u E w w,y M TURN 4"YELLOW LINES Q w O O M PRC 10.47°ARC (TWL).BEGIN DOUBLE z > m: M NARROW NO-PASS(ND) (1032+08.95,7.95'RT) Z Ln w (1038+45.98,STT) (1037+66.64,3.66'LT) BEGIN REMOVAL AND O O rJ_J o END DOUBLE STT) O-PASS(D) END DOUBLE NARROW NO-PASS REPLACEMENT OF EXTG.8" m M AND MATCH EXTG YELLOW (ND)BEGIN 4"YELLOW STRIPE(Y) (1035+29.20,6.00'RT) _ EDGE LINE(W-2). I STRIPE(Y) (1036+76.09,.6.00'RT) END DOUBLE NARROW BEGIN EDGE LINE TAPER BEGIN 10.470 ARC NO-PASS(ND)AND MEDIAN BEGIN MEDIAN WIDTH TRANSITION.BEGIN .(1035+29.01,18.00'RT) M E TRANSITION TO DOUBLE TWO-WAY LEFT TURN 4" END EDGE UNE TAPER "N u (1037+96.08,6.00'RT) NO-PASS D P (1032+09.33,3.6TLT) N (1038+66.08,5.92'RT) BEGIN 8"WHITE LANE LINE ( )PER ODOT YELLOW LINES(TWL)AND - (1032+78.83,.1,59'LT) BEGIN REMOVAL AND REPLACEMENT '-n 3 END 8"WHITE LANE LINE DETAIL TM539 TWO-WAY LEFT TURN - BEGIN DOUBLE NARROW OF 4"YELLOW STRIPE Y).MATCH '"0,w _I (W-2)FOR LEFT TURN LANE { (W-2)MATCH EXTG. PER COOT DETAIL"A"TM531 MEDIAN PER ODOT DETAIL NO=PASS.(ND) EXTG.DOUBLE NO PASS(D) 3 O 4 1 _ _ DETAIL TM539 PER ODOT DETAIL TMS 9�N 3 TM 56 PER COOT D SITION 8FT..SIDEpWQLK . N o O n p ep . 4. e iz 0 0 ti N { 52 H N_ ? BEAVERTON-TUAl ATTN HWYFQ /uel I m vn l OL.P 'OH OH OH OH OH OH OH OH FO— FO FO FOH e ..W .W Wa~ W W W W FO ....W W_ W W W W W W W W OH H O' OH II Q (1037+56.61,7.00'LT) (1036+67.56,7.00'LT) �A�OUN (1038+72.27,19.5'LT) I END DOUBLE NARROW END?WO-WAY LEFT TURNEND REMOVAL AND W PROFILE I (1035+29.35,.19.00'LT) (1032+78.$3,4.94'LTJ - (1032+09.24,17NO-PASS(ND)AND BEGIN MEDIAN AND TWO-WAY LEREPLACEMENT OF 8"EDGE �' I ECURB ALONG I END EDGE LINE TAPER BEGIN DOUBLE NARROW- _I BEGIN REMOVAL{p,+ND ( ) 4"YELLOW STRIPE(Y) TURN 4"YELLOW LINES I REPLACEMENT OF EXTG.8" A /.LINE W-2 MATCH EXTG. 4 WING AND DRIVEWAY' w. NO-PASS(ND) I ('TWL).BEGIN DOUBLE FRONT EDGE OF SIDEWALK N PER ODOT DETAIL TM539. r (1038+45.99,TLT) I I (1037+96.08,4.97-LT) NARROW NO-PASS(ND) ON BOTH SIDES OF DRIVEWAY. (1035+29.39,7.00'LT) EDGE LINE(W-2) BEGIN g 6 - TAPER CURB ENDS AT 6:1 FLUSH END DOUBLE NARROW EDGE LINE TAPE 8 r 1 D END DOUBLE NO-PASS(D) I ,. END MEDIAN WIDTH AND MATCH EXTG YELLOW .;� TRANSITION TO DOUBLE NO (1036+53.61,255-40.51-T) WITH SIDEWALK AND DRIVEWAY I NO-PASS(ND)AND MEDIAN (1032+09.33,4.33'LT) I DOUBLE NARROW NO-PASS WING.SEE ODOT DETAIL RD700. I TRANSITION,BEGIN BEGIN REMOVAL AND REPLACEMENT I w HZ STRIPE(Y). �. ( PASS(D).AND 10.47°ARG T TWO-WAY LEFT TURN 4" OF 4"YELLOW STRIPE(Y)i.MATCH BEGIN DOUBLE NO PASS(D) (ND)STRIPE- I T u o ( I(1038+11.08,1.18'RT) - - WHITE RIGHT TURN ARROW(RA) i YELLOW LINES(TWL)AND EXTG.DOUBLE NO PASS ) INSTALL ELONGATED WHITE LEFT TURN ARROW LA SEE ODOT DETAIL TM50b I BEGIN MEDTAN WITH 7RA SITION 0 o a TWO-WAY LEFT TURN O 4 .9 I LEFT-TURN ARROW(E-LA) SEE ODOT DETAIL TM501 ( ) MEDIAN PER ODOT DETAIL PER ODOT DETAIL TM 53 1 ( PER TM531. i TM561 \\ N W Q Q o a I (1036+41.61,25.5'-40.5117) I w o 4"WHITE(W)STRIPE �� v>w 14 Z Q NOTE: NOTE: d ALL PERMANENT LONGITUDINAL STRIPING IS METHOD"A" PAVEMENT MARKING SPECIFICATIONS PER ODOT DETAIL TM500&TM501 THERMOPLASTIC,SURFACE INSTALLED,NON-PROFILED PER ODOT DETAIL TM 521 Q SEE SECTION 00865 IN COOT SPECIAL PROVISIONS. z 3 ti W 0o CL 30 15 � . - THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE 0 30 Q 0 CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND J SURVEY DATA. GGEST TH THESE PLANS BE USED IN CONJUNCTION WITH FIELD V FI TION OF 0 TION AND ELEVATION OF IMPROVEMENTS J IN QUESTIO TO E T F INFORMATION;KNOWLEDGE,AND BELIEF, W THESE P 5 ARE A C TE PRESENTATION OF THE SUBJECT IMPROVEMENTS. W 1OVEMENTS. - DATE:�,5.1/- �J o o JOHN,:JENSEN G (n O o SHEET 6 6 IR OF 1 Q w - 1 J k 9 Ir '� f _ TC 201.87 0+44 03,12'RT^J P 9.99' tiy� R-=3o 14,1� o�v wf R a W ` 6.87, / oSIDEWALK I �.'Yy+. ) t a` i�L�o oy , I RENEWAL DATE:6/30/17 E 30 15 0 30 103+0 I - '1 °_; a r z01.8Z°-z ;7 s k — ,1 Y HE 16 TYP N C ! - Q 0 .-,�_ o^ 60 2p�83 4. y )Lt' F• - CONSTRUCT CURB AND GU �� _ +a 2 Q: �j p 11 \ - Q PER CITY OF TIGaRD DET - s NO.126(TYP.)SEE SHEET 6� �n N CI,, 1� �- �/ o 1" m IT EE PLAN VI ..t9a<' ' I o CURE CURVE n rr o N { a I AND GUTTER p _ R=175.00' IN,:•i '^� + u $ ':"I� p } 5+76.53 8.451T{'-' M _I •o 2x 031°50'24 l m a \\��\��Illl//�/l/ LL EVATIONS ;'. ) o.. :.I END ROSS STRE o L-97.25' F"ti ^) _ - sr IMPROVEMENN,T ELu TV ( 3. O N T m Y`:".�, »- _ _. ...a..:. .- .�a d GP n :t:;: G:-V-"^ .._.4%=— G. „„,.c,:=. �r c. _ = .v .� —.2. -- O .^I w .......... x L Z .-:" ....C'./IFj%j}�� :'N94: `.:$'":1:.:-e: _.... 1 "°3T - t- -Il_' = w n 2+92.71,22.50'LT F `� O o o ST�SL_ r LL m Z E on SW ROSS STREET Zo =z:: ANO SIDEWALK. © - .,4 '.' w w. w w w ___-------__ w w�0� i SAWCUT AND REMOVE l \ W W w I o W UI Z w y I o r I PAVEMENT TO CENTER E Y d W a V Z O p m w O coM J / ° z � ' 10+00 HALL BLVD '� r yF' < / - 5+27.72 ROSS STREET O O Q O f0mMul J =0+00 ROSS STREET 3 NTERLI E -0+00 83RD AVENUE G Eu i { J 'I° CURVE SEE SHEET L4 FOR STREET INSTALL'MONUMENT BOX �',�� N� R=200.00' TREE LOCATIONS PER DETAIL SHEET 16(TYP.) Q SYMBOLS LEGEND =032°26'0 / �i 0=031°5036" w.. .. ..____-_-._- o ME. u m o. N22 � L=111.15. � Irwry LG ° M PROPOSED EXISTING -n R-O-W _ _ N 0)v STREET CENTERLINE e 3 PROPERTY UNE SANITARY SEWER SS `m 0.1 ; Im \s I STORM SEWER ST -8-..i- ._ >200 WATER MAIN -IN W m O 5D t .a 47'20"E_ - �.✓� SANITARY MANHOLE I}39 THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE N STORM MANHOLE p p o Ip rn 8 IN"'�— S SS - CONTRACTOR PERI DIC FIELD OBSERVATIONS DURING CONSTRUCTION AND O SURVEY DATA. E UGGEST T THESE PLANS.BE USED IN CONJUNCTION WATER VALVE A 0 F N I T 8 WITH FIELD V I TION O CATION AND ELEVATION OF IMPROVEMENTS I I FIRE HYDRANT 04 IN QUESTIO T E BE O MV INFORMATION,KNOWLEDGE,AND BELIEF, r w E ° THESE PLA 5 AR AN C RA REPRESENTATION OF THE SUBJECT IMPROVEMENTS. WATER METER BOX S CATCH BASIN �. DATE:f-!�./j?�/'� I /• JO N D.JENSEN 1. STREET LIGHT BLOW OFF ASSEMBLY I. � POWER POLE HIGH POINT E LEV=203.74 HIGH POINTS TA=3+96.42 - - PVI STA 3+90.00 LOW POINT El EV=200.687 PVI ELEV=204.79 210 _ 210 PVI STA 2+40.00. K 12.61 LOW POI IT ELEV=20C.024 PVI ELEV=201.22 LOW POI 4T STA=6+6 .48 A.D.=1.20% - 190. 0'VC PVI TA=6+40.0 K= 5.13 PVI LEV=199.59 o A. .=2.96% m o =47.38 3 o 0 40.00'VC 4 m m - EX G GRADE 18' T m ry PROPOSE GRADE ° o 204 N N N w w 204 v� uu > Q+rO W W mm i r. Nry ON ..�N 380 +6 uu �-,r'v m CEN R NE _2Uj .p8� mm uu. J F Hti 1.19% 0.88% LL W y — w EXTG G DE 18'RT w?N O O wZ� Y Ja N U1aN m LU 1980 19 w o II w 3 °*6 F- W O M - 198 0 0 �R'N NW N m JN�p F II no J z U) C U) tel. �/� WJ U1N NZ J +O�' _I Ln _O II +W U Vt II U O> N tt L O T.p J 1— O IIU - LL LI 192 192 G (n SW ROSS TREE SHEET 1"HORIZ=30' a 1"VERT = 3' of i 186 186 1 9 r 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 1 5 OP p I F4+94 _ I: ti 74. I Ij v yy f I .: : e I r o ti 0 RENEWAL DATE:6/300/17 O 3030 IS o 4+73.32 83RD AVENUE ✓y�o' �q 0+00 MATTHEW PARK ST. r n I 5+219$ 16.9'LT I V JII EN LI E " .1.{ c- of CENTERLINE PT CURB CURVE L o CURVE f ' UR f SEE LANDSCAPING SHEET L4 - END CURB AND SIDEWALK I �I, (-2 FOR STREET TREE LOCATIONS R 185.00' MATCH EXTG. A Q = ! d o=027°Gr22„ U- l+=0 .54' ONS .�'' WALK � .. _ L 87.25' - - O N CENTERLINE I C;. '� R: ff :0083RD AVENUE RC CRB CURVE CURB CURVE END STREEIMPROVEMENTS UJ `O o T(n Q MATCH EXTG.R=185R=18 0=02 °0102'41" D7°19:09"NOE: a/ a e Z (n5 tltl !$13AFJ+;} %t •e:.-;-n+•-y, ,i INST T 1=91.09'. L 88 21' M "•1 I .. .:,tet... �.'�.-`._�_..�.:..,�: �R.`3. :. . - CEN LINE PC'S,PT'S,AND 0+00 83RD AVENUE � I ^ a - ^, �v 4=014o54'17" v CEN E LINE/CENTERLINE m k ci r li Z =5+27:72 ROSSSTREET Rl U L=91.05' P1 INTE ECTIONS.SEE DETAIL ry A INSTALL MONUMENT BOX 1T1 c ry SHE 16(TYP.) v c1 _ NO °00'06'E _ __.-- W U) d'w C7 ID PER DETAIL SHEET X(TYP U 3 Z w I 0.a3$ w w ~OOM cs: Y�11 5 E - --� w O m >mgr� " - z C alnw O't<o 'P • V m M UI In .. .... 6Ef 5+2 F0 1. 1 16.9'RT I� �Q(�ATA I I�f A€m N 11N DATA " e CURB RETA_)0END C RB AND SIDEWALK MA M e r4 u _° °- ¢ ° -boa CURB RETURN DATA n o �r--ST- -sr sT- I. coNsrRu =uRs AND urrER =_ ° _ N ��, °� _ p SYMBOLS LEGEND 0 0--=W. - a _ ...l� .PERCITY 'TIGARDDE IL _ gjPlq I � /{ \tR�l m 3 O 3 NO.126 .)SEE SHE 6 �/ 2+7 .43 12.00' _ ExlsnNc m 3 "-. CONSTRUCT 100 LF �� 7 R-O-W -PPROPOSED- - s= _ -s Y..•,'.tom COMMERCAIL DRIVEWAY Al, = ` E - _ / f STREET CENTERUN u+ PER DETAIL SHEET 16 PROPERTY UNE ullllb{/ N U SANITARY SEWER55 L°1 G o �. 3 �NmiR+ _ I STORM SEWER .ST--- o N m I WATER MAIN -W W SANITARY MANHOLE 1 1 n+ STORM MANHOLE �/ J WATER VALVE A I0+ f; y i r3 i+s.•� FIRE HYDRANT 'Ic WATER METER BOX - CATCH BASIN STREET LIGHT BLOW OFF ASSEMBLY POWER POLE 216 216 w F T. o�Goof � aG o 8f,� o HIGH I DINT ELEV= 03.41 z m � z 3 HIGH F DINT STA=11-46.44 HIGH POINT F LEV=202.93 o z °o l Q HIGH POINT LEV=202.55 o P STA=1+3500 HIGH POINT A=1+98.75 HIGH POINT A=4+83.32 m >aa Y y❑ 210 = P I ELLE =203. 9 PVI STA 2+10.00 210 0 o W o o m N.D. _-3:50 PVI ELEV=202.79 LO POINT STA=3+34.84 w s z g o a F 2 ou g LOW POIN STA=.0+28. 9 PVI ELEV=202..73 f rc o z K=20.74 A.D. 1.43! VISTA=3+ 0.00 A.D.= 2.69%. j 6>.woow w E PVI ST = 201.30 PVI ELEV=2 0.32 K= p,qg w z Z. PVI EL V=201.39 72.67'VC A.D.=3.7% d jury A D.=3.30% 22. 'VC ag ¢u~i O1 K 10.29 K=39.9 55. 'VC E soao v culN 3 .00'VC n .e wz W�wz'W x J Amo M 150.00'V W oOn'II mom. nM aoP NN vai. F�-F EXTGGRADE @ Nr,.�oV1 0. h-I do mN o.. 'm n m� CENTER NE o0.Fina � W +Uw o Nw ON fV ti'N NN O O C)W a2w Wto o n w m� tnw +o d. o + - 204 ou�I�F>o W 2/� VlU UU UV NW }O N N w= z�i3 ~a Z 414 ON Ory mm mm » w N U U +Q a9 m c ii u i .• 20,% w w j EXTG GRAD 12'LT m w In f LL w 5 O�J 3 m 2.3polu mm FON3z F. z � 00 PRO OSED GRADE W ENItKLLNt L RADE 12'RT LLI 198 198 o m SW 8 RD AV NUEG ul) aw 1"HORIZ=3(' SHEET i4 8 192 192 of 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 w 19 k 0 SYMBOLS LEGEND L w \� I % GPBOf E E E- _ O 59 P CURB CURVE \ PROPOSED EXISTING - I-- R=25.00' R o w W N - 4=104°20'51 I STREET CENTERLINE - n/ _ _ :. 14 L=45.53' PROPERTY LINE ------ - -- N 5+21.41,16.9'RT I SANITARY SEWER —SS— n d { '� l N OYER J • —ter—• -o--ylI STORM SEWER ST O �p ry a d RENEWAL DATE:6/313/1� 6 2 s I WATER MAIN -W W— a 9 SANITARY MANHOLE FS 202 19 Qy N __ d .a STORM MANHOLE A a ... {111{ t. ti A. A 1 .. - p N- WATER VALVE e 0 6 40 �G p CONSTRUCT CURB AND ER - . f ddPER CITY OF TIGARD DE IL FlRE HYDRANT - et'P .. y1', dG NO.126(TYPJ SEE SHE 16 WATER METER BOX 9y�CATCH BASIN CONSTRUCT SID€WALK , tt Qp .o"" .�� a Pi i I PER CITY OF TIGARD , I STREET LIGHT 5 �, u DETAIL NO.120 SEE-: a I ( �V �p'y � ... .. .. ... u- CD SHEET 16(TYP.) BLOW OFF ASSEMBLY O POWER POLE O-> 1 A'' bG O.ti' .. 0+84.17 12'LT&RT I 1 - ry ,°,yT ,, p 3 BEGIN:CURB AND GUTTER tr1 W TAPER m i 1+35.17,16. 'LT ^+ I c - k LL oO END TAPER, URB R m l : 7 + AND SIDEW LK IMP OV MENTS o .. .} �_ ........ .......{.... .'.-.' ... ..: .;'{l' Z M E MATCH EXIS ING.. -rai ti \ .. _.. .....r: - �. Lu _ + .T TC=200. N 1 _ ti .. • . r w0� n L a a T 1LU 4+73.32 83RD AVENUE a ,_�-r �: { �� wR� � V Z } i _ r J �i Y�I SS o =0+00 MATTHEW PARK ST. ............._' t w m 105 rrABg S0 SS IN:- fly" m M .. ................................ m ." Ss-- SS. SS 55_ _ .... ?a3R6 N �� a. - ovao w w w w w ,� o m m m Lo -W ry _- a'. a ...... w—W : :-.....'. ....: ..... W . .. :`.CENTERLINE c 203 8g - M \ \\ { CURVE 1+32.03 16.9'RT �_ a a ;\ .TC BC .Q No c v N ' T R=185.00' END TAPER,CURB&GU ER .. .`.-_ 20�•', - ?n c a � AND SIDEWALK L=48.76'-015 6'04 - IMPROVEMENTS. I - 9 J25aa �.U)-, �S oe o n irC2O C u MATCH EXTG. 4G y020 T� "a 27p 3 O 3 } I TC=200.08 - \ 8C 90 Q TO: n 5 / jCS�2 m 3 � LOT,2 0 �2 a �c2yp19T ? z FS Fs2o o coo 0 o i Fsyp2 :gc tem' \(S1 a I Zzs 3 0 z �, • ". as c 202 �G 1 fs20z• rnM 202Zy 'm SEE LANDSCAPING SHE L4 - F5 yp2 5\ a .20fs- 2? Nj FOR STREET TREE LOCATIONS F520y3 9� py M+ ..`(J. TC 202.24 �-( I. F5. 3 CURB CURVE ".dd\ R-25.00' II q e r t2p2 A6292p. 143.$5'928 I _ 1 i i F52025 \\ .....:\� ... \ 10 5 0 TO I. is � 3+47.05 17.50'RT ICURB RAMPS - 83RD & MATTHEW PARK U BEGIN SIDEWALK 13"1 0 3 IMPROVEMENTS -� THESE'RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE \ CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND SURVEY DATA.WE UG EST THAT THESE PLANS BE USED IN CONJUNCTION WITH FIELD VE ION RROFF LO ON AND ELEVATION OF IMPROVEMENTS IN QUESTION BE87�OF FORMATION,KNOWLEDGE,AND BELIEF, £ 210 - 210 - THESE PIA ARE A U/" R RESENTATION OF THE SUBJECT IMPROVEMENTS. < DATE: LO POINT ELEV 200.228 JOW .JENSEN m w N LO POINT STA 1+07.00 HIGH PO NT ELEV=1 .57 vi PVI STA=0182.00 HIGH PO NT STA=1+ 5.00 �. o�C N A.D.=1.5 h m a± _ ° x w w PVI LEV=199.42 I I': TC 201 87 o 1 II BC2 1 zz m n K-32. awe' A. -1.38% I OS ...... 50.001V O.n -21:73 - - o 204 + m =g w 30.00'vc 204 a tyI a FS o o $ II V ..O N Q w U .Qe �.. .. .� 0 N e m » Lu iii ui �+rn ��_ RS2p2 jam' ) `201110 o a i? >> In m CENTERLIN J )PROPOSED GRADE - .97% m m W w a I .. TC .Ti. LRLINLo a -�`W e' off 101'L OH off O O/{ O v 1 ssyy oy p4 D LL Y 198 XTG GRADE RT 198 / w ..d .. - .� N � OH a a Q Q EXTG GRADE 1JLT . i ..:, ..' � © /•,' d CLG G-.-- G G G G G G^-Y/-,Z'' i Lu .SW ROSS STREET T I _ . { . ... .. .. ... I w m 192 192 '4 m U M TTHE PARK G 1,.HORIZ 30' � o 1"VERT 3' S5/ - SHEET i w w w W W-._—W W--�W W 51 5`i/ OF 186 186 CURB RAMP - ROSS ST & 83RD 19 0 0+00 0+60 1+20 1+80 2+40 3+00 3+60 o - - 10 5 0 10 SYMBOLS LEGEND PRI1F PROPOSED EXISTING G1 f4, Oy R_O_W _ _ _ 59 OP STREET CENTERLINE — - — - 1 PROPERTY UNE SANITARY SEWER SS STORM SEWER ST WATER MAIN —Vy IV— Oyti' 14 SANITARY MANHOLE O :O OYER I. STORM MANHOLE OO RENEWAL DATE:6/30/17 WATER VALVE B 0 - 30 15 0 30 FIRE HYDRANT Xy 30 15 0 30 WATER METER BOX Li - - - CATCH BASIN . - (Q^. STREET LIGHT # v o ry N+ Q POWER POLE C — _ a < oON UALATIN # ((HALL — a ° 0 N D � 6 . I — �l �E. E E. Ea E. E 'E E ..E �E E a E E E---}. W a —G G G G G G G__G.._ ... ' 1 0+10� o o G G G G G G -HHHHWY—MAL L DG-(---G G G G Q I� BEAV ERT 1� Z ._ ...._ _. ~ G _ o o 0 LL I y2 _ ( w wn'ON ,-.. _ 1.,. __ _ ILII =Z '. .. __ .. .. .. OH- OH OFP `6H-}i•.. OH OH OH- ---OH--.OH OH- OH OH OH - F OH OH pH -� // -- a w O M ,T \\� .. I FO v FO FO FO--- OH OH ON-��1�./4'�V- wJ_—w w w W w w w w w-12 ADSY _ w — W_. O zU1UJI w 't' m m Oa)Mei w w rI w w w w >5 •' 2+68.73 STM MH#Dl 0+37.10 CLEANOUT#DO 0+00.00 EXTG CB I I I 0+15.00 TYPE G 2 CB#DS (1033+60.90,31.001L) (1031+29.35,35.65'L) N (1038+73.70,23.861 I (1033+74.03,23.751T) U 10"PVC INSTALL CONCRETE COLLAR I co -/ I I I _ SEE ODOT DETAIL RD364 y 24.07LF i AND CAST IRON COVER N u 0+19.50 POT HOLE FIBER- N c n/ I I _-------�-- ---- -- ---__.-_ 1 (1033+59 00,55.00'L) �. . OPTIC CONDUIT PRIOR i. N LL Z I In p I CONNECT TO 4"PERF DRAIN w TO CONSTRUCION.VERIFY �;C IE 197.86 TOP OF CONDUIT MAX. 3 O g �j mI 1 ELEV=193.25 T- 0 I 4"PVC PERF DRAIN (n 228.59LF I 1 (1030+84.90,32.71'L) i m Z I I I 1 - _ 1\88% ANGLE CUT END OF PIPE .o TO MATCH SLOPE 3 3+30.34 STM M ` , I 1 111 I (1033+80.77,89.31'L 9.31 ) I � 1 REGRADE D�T'CH �F vMoi TO DRAIN 216 216 216 216 r , 'LASS'B'GRA IULAR BACKF LL (vJ .CLAS 'A'NATIVES CKFILL CLASS' NATIVE BAC.FILL THESE"RECORD"PIANS ARE COMPILED FROM DATA COLLECTED FROM THE CONTRACTOR,PERIODIC FIELD 00 RVATIONS DURING CONSTRUCTION AND SURVEY DATA.WES GGESTTH ESE PLANS BE USED IN CONJUNCTION N WITH FIELD V TION OF ON AND ELEVATION OF IMPROVEMENTS + IN QUEST TO E BEST F M INFORMATION,KNOWLEDGE,AND BELIEF, M THESE P S A N A TE PRESENTATION OF THE SUBJECT IMPROVEMENTS. Ci LL / 210 J 210 210 0 3 210 z JOFIN .IENSEN DATE:1 ��16 w w wLU - U o Z Z� PROPOSED GRADE. o a z r. Uhl :.3.. p to H.�.voS n r.3.._Z W o OHm 2 S 7 .Ni.Nio pO.YN I ti H.N-iO v A h ' vj011 u'F O HN? I".'�MMM +,w;.. '�MMM� Ct Z �n w R 0 9 T O +EO MO.a..-i 11 S O.Oa Oi.i 11 204 204 204 u n n 20 w PEG-2 CB# �� 0 N z.,,..... ......., www w w w w EXISTI G GRADE O two - w M STM MH#D o ST MH#Dl a+ n II ., Lu I M 0 W LL PROP SED GRADE - CL 01 T#DO rj EXISTING GRADE- 198 198 198 198 w o 06 - 12"1NTR z W 12"PVC O g J J 8.00LF d 22 1/2°BEN I FIBER OPTIC CON DUIVY Q 2"PVC °z m 192 192 192 192 G (n 5= 0.17% 61.61LF 31.60LF 44.54L B w S=1.96% =0.11% 5=0.11° HEFT STORM LINEV STORM D TO HAL 1"HORIZ=30' 10 1"NtERT = 3 1"HORIZ 30' 1..VERT 3' F 86 186 186 186 19 ��l 60 0+00 . 3+60 3+00 2+40 1+80 1+20 0+60 0+00 Ns PROF ENGIN Pq/ 0+89.29 CG-30 CB#Fl - 1 P 1 (1+12.26,15.88'0 I 10"Pvc c-90o SYMBOLS LEGEND 12B223C 1+21.78 CG-30 CB#F2 i 12"PVC C-900 - i (1+12.26,16.61'R) - PROPOSED EXISTING 14. 12B222C 9 10 R_0_W _ _ _ _. ____ - E 6 0+50.00 STM MH#Fl 2+01.06 STM MH#43 1+18.30 STM MH#A21 SAWCUT AND REPLA E STREET CENTERLINE - - --- -- -- DYER E EXTG ASPHALT PER PROPERTY UNE - (0+76.05,3.00'L) (1+28.70,+3.34') (2+11.46,.3.34'R) I -- -- _- --- RENEWAL Dares/sa/v -126224 126218 128217 CWS DETAIL NO.6041 SANITARY SEWER 55 • _ ° ° SEE SHEET 19 0 00E EGOS?M MH 1 WATER MNNR -w-w- (3+29.90, T STORM LATERAL SANITARY LATERAL TRAL • ..m (TYP. #A 5 .,.... ..;._.;.. ., :} 126110 T . ' T O EXTG MH .. :.::..;.:r .. SANITARY MANHOLE O O +7 SS L �yy 1TTHED --S�R�C-`C 1 h%_12„PVC Ss -SS 55__ WATER VALVSTORM E O O f o M 5 :., .... .m .. v.. 3 3 D3034W _"-_ FIRE HYDRANT : .;:.''.:•s: :::: 4. 12"PVC D3034 ° --w as W_ �L ti .. T. -T > .. e'' M.. lqy W W WATER METER BOX ■ ❑ Q N U - n 2+32.28 STM .0 ') - CATCH BASIN i� {1+22.86,+34.00') 4 '- .-��. 60"FLOW CONTROL MH -i' 3 STREET LIGHT # WSEE p, 12B2119FM DETAIL SHEEP 18BLOW OFF 1 - POWER POLESSEMBLY �' _ Z m yPNl Y I 12"PVC D3034 = 2 I w. w n -.-0+00. 0 HEADWALL Fl Q I 2 (+50.18 FI#Al I ILL LU w O 1+05.32,37.58'R); I 5,47.00'R) 1262200 i i - \W\ Q ,y,W CON CT RIP RAP 12"PVC D3034 - - / U Z O p of SIILLIN BASIN 1'DE P X I 2+58.48 FI#A2 Q w O ,M 6'WIDE 15'LONG (1+05.32,.+45.88') 1 m M CL 55'X'6'XS' +50.84 STM #BSEE DETAIL SHEET 17 1 z N Jin 128224E +44.67,-2.0') 1 12B221C I I Q m'r<0 12"C-900 Q MANHOLE EE I I i - p - D AIL SHEET 18 1+02.13 STORM LINE'S' 1 + 12 2 Q THESE'RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE (3+43.83,-54.15') ' i I CONTRACTOR,PERIODIC FIELD OB VATIONS DURING CONSTRUCTION AND O co { (3+ .4 HEADWALL#BS I I m f9 E CONNECT TO PRIVATE STM I _ - - i SURVEY DATA. I SUGGEST TH T ESE AND EL BE USED IN IMPROVEMENTS .+N {f (3t 5.42,+47.41') I 1 WITH FIELD VERI ON OF ON AND ELEVATION OF IMPROVEMENT$ y N PUC;Cr9p0 DETAI SHEET CONSTRUCT RIP RAPE(TMP THESEEPLANS RE ACEST TEM PRESENTATION OFOTH SDUE,AND BELIEF, BJEC(IMPROVEMENTS. OJ V STILLING BASIN J. DEEP X 10"PVC C-900 _ ____---- -._ _____ _ 6'WIDE X.IS LONG _ __ __ __ _ _.._ ___-_ ___ DATE: arE y' p} { CL 50 RIP RAP 15'X'G'Xl' 10'PVC C-9 JOHN` •]ENSEN } 126225EL - r m. o. (3+34.84,13.25'R) .o (3+34.84,13.251) CG-30 CB#Cl 3 CG-30 CB#B2 ; b GR=201.17. GR=201:16. # IE OUT=197.87(10"NW) I rn mrmi IE OUT=198.06{l0 NE) BTM=196.22 ti h N .BTM=196.26 18.14LF @ S=0.88% r ♦ 14.92LF @ S=4.02% 3� SEE DETAIL SHEET 18(TYP.) , 30 15 0 30 V 12B227C IN 12B226C i 216 216 216 210 CU S NITIV9 BACKFILL 210 r 1 CLAS 'B'GRANULA k BACKFILL v CLAS 'A'NATIVE 8 CKFILL CLASS A'NATIVE BACKFILL N CLA S'B'GRANU R BACKFILL CLASS'B'GRANULAR BA CKFILL - N Q ,..W - .-.Z - + Z G v M ? O + m OMa�O �mm M� vin(1 _ W QNB m 3 210 210 210 204 y O° ° n N o m H O M y 204 EXISTING GRADE EXISTING RADE m R II Z n n m " n m 114. z mll0 NK..Om + WWI- _ in a ~ II N +HW W 10 Minn Og I Z SN mm~T W F a in N PROP SED GRADE +f W ry FI#A1 N ,,,,,„ rn n O PROPOS D GRADE N N K....m m w w n N" N w !D w Nn.. S MH;A; n .....v - o vii FI#A2 STM MH#A3 °z R iv s N a ti N W W Z. - W W N �'iti N �anOi �.V1 Z.N. n`�-' Z �..WJ '�" `" �.....a �j��rn" 3 n E f = f vi ST MH#A2 EXISTING GRAD Mnnnti fo a a z z� ^o n o P� O' ce71 nO.��nQ oQ Q' MI:� o "Zr"Z.om _H � � ~`1 7/1 O O 204 2040 N WgD NN I F M OgwII FN 204 198 Z w Zn O V m N R EXTG T�9JJ *AlIt= 11"O OU1A WOw .4 Ww +WSMMH#Bl 61 HRi CG-30 CB#Fl K..m.a c LL HEADWALL#Bl HEADW LL*Fl STM MH#F1 CG-3 CB#F2 - J Q IH Z O Q - 198 198 198 192PROPOSED G DE sOWpg�a2S Q 0 0 mV1 8 WTR W 8"� 12"PVC D3034 12"P C D3034 n' z 12 C 00 PVC C-900 10" C-900 J 12"PVC C-00 32,49 p ScOSO% =1.68% 12"PVC D 034 S2. LF 5 .GOLF 1 "PVC D3034 118.30LF S=O:0% 50.84LF 5 0.54% S=0.5 %. 3 .21LF0 S=0.49% 12"P C D3034 S=0.51% 5=0.57% 12"PV C-900 17.90LF m V7 39.29E 192 192 = . 192 186 =1'16% 186 a ' Ln SHEET STORNI LINE ' TORM INE 'A' i r"H RIZ=30' TORM LINE 'F 1"Ho z=30' 1 1"VERT = 3' 1"HORIZ=30' 1"VER = 3' OF 1"VET = 3' i [� o 186 186 186 180 180 19 1+20 0+60 0+00 0+00 0+60 1+20 1+80 3+00 2+40 1+80 1+20 0+60 0+00 PLANTER BOX,176SFI It BOTTOM TO BE PLANTED GINf H - - --' WITH 202 PLUGS,MIN.1" I - 5 E - DIA.BY 6"TALL. t CAREX OBNUPTA,SLOUGH - / - SEDGE I -. WQF083 `O la' .p (0+43.05,14.75'1.) tiN TER (0}75.37,14.7$'1.) ATRIUM INLET#C2;:� :.' � � RENEWAL DATE:6/30/17 GR CLEANOOU 9 GUT #C2 GR=! 201.24 201.32 - - IE OUT-197.39(6"S) > ( IE IN=197.23(6"N) I Q BTM=197.49 : IE OUT=197.09(10"S) I 32.31LF @ S=0.50% BTM=197.13 I - 27.88LF @ S=1.00^/0 i 6"PERF PIPE 12C265C 10"PVC D3034 b ( H 0 -(0+66.53,14.75'R) �A o 1+55.60 STM MH#C3 _ CLEANOUT*Cl / r rr (9+90.77,-1.87') � GR=201.49 � � I � j.. � m-I 60"FLOWW CONTROL MH IE OUT=197,65(6"S)--- i 0 SEE PRIVATE IMP.PLANS t BTM=197.54 ( O N 21.00LF @ S=0.50% I ✓ - 6"PERF PIPE ---PLANTER BOX,SEE DETAILS (: I W p (4+59.52 20.75'1.) O, CLEANOUT#C3 :� :j 7 SHEET 15(TYP.)108SF - D- GR=202.58 n0 14.75'R) BOTTOM TO BE PLANTED ., Z IE OUT-197.42(6"E) O - p ATRIUM INLET#Cl WITH 124 PLUGS,MIN.1 ww11 BTM=197.42 oW ;Og03 GR=201.28 - DIA.BY 6"TALL. f UI a, 26.001.E @ S-=1.08% n ,G GUT=201.37 CAREX OBNUPTA,SLOUGH. z p 2 -__ Lu 0 SEE DETAIL SHEET 16(TYP.) Q IE IN=197.54(6"N) SEDGE w In N -. ... .,. 1 IE OUT=197.21(10"SW) WQF095 a. ]w w ti ---- BTM 19797 Z Lu M �.\ ....... 5=0.76% rm mO .` :. e;. ... .. ... z /'I/C °"� + Ova o 581.E @ 12C266C ...... _ 1 m N \ \ m y � a ROSS STR T o+oD °y -------- ® + \ W-_ W OH �f0 E . < . .. 6"PERF PIPE. W .. N m c `> 0+00.00 EXTG MH#C1 ''C 0+78.51 MH#C2 Z IF. 3 0 3 PLANTER 80 ,�W y (5+80.48,+5.73) y. 3 a+ (4+85.52,20.75'1.) (5+05.33,-17.00') `y CONNECT TO EXTG MH 30 15 0 30 =0[3 BOTTOM TO BE PLANTED .ATRIUM INLET#C3 60"MANHOLE T' 12C173 c L m WITH 150 PLUGS,MIN.1" Q GR=202.32 120263 - SAWCUT AND REPLACE .o aI DIA.BY 6"TALL j?\ 3 GUT=202.40 / \ SEDGE OBNUPTA,SLOUGH 10"PVC D3034 EXTG ASPHALT PER 3 TS b SEDGE IE IN-197.14(6"W) �r ETAIL NO.600 IE OUT=196.94(10"E) MPA CWS D - N WQF097 0 m - BTM=196.94 SEE SHEET 19(TYP.) ,._0rvi F s I. ."'. 20.16LF @ S=0.55% SEE DETAIL SHEET 15(T/P.) 1202640 I V J 216 216 CLASS'B' RANULARBA KFILL y v7 PROPO SED GRADE Z O - THESE"RECORD"PLANS ARE COMPILE FROM DATA COLLECTED FROM THE CONTRACTOR, RIODIC FIELD OBS V TIONS DURING CONSTRUCTION AND 210 n 210 - SURVEY DATA SUGGEST THAT E E PLANS BE USED IN CONJUNCTION vl EXISTING G1 ADE WITH FIELD E CATI OF LO TI AND ELEVATION OF IMPROVEMENTS M M U 3 W W 3 W 3 IN S'ES N. THE OF E I RMATION,KNOWLEDGE,AND BELIEF, _ - THESE P NS E ANA CU REP SENTA ION,OF THEEDGE,SUBJECT/ IMPROVEMENTS. Z ZZ- 3� vvv� ( // /� ti .�-�" O b 7 DATE: .}i K .W.m W W W 0100 10 G) b"q HP .P N -- 0 STM MH C3 °i,ri,6 ,6 .000•• II - z Vl O.Mibi .mi 11 II II it it j - - 3 It z Z O U _ t7 2 o � : � U 204 0 .. .... E G MH#Cl 204 o MH#C2 Lu SYMBOLS LEGEND I~i 0 U 198 198 PROPOSFD ExlsneG d R-O-W - - W m ai zz STREET CENTERLINE -- -- ----- -- -- - - o W H PROPERTY Om NE - -- -.-_._______ J Li SANITARY SEWER 10"PVC D3 4 STORM SEWER ST Q W 77.091.E - WATER MAIN -W - W vI S=0.92% 12 VC D3034 SANITARY MANHOLE O Q$ 0 78. 1STORM MANHOLE O O S= .488 WATER VALVE B 0 192 192 FIRE HYDRANT z m O WATER METER BOX G (n CATCH BASIN STORM WNE 'C' STREET LIGHT , ( SHEET BLOW OFF ASSEMBLY a 1"HORN =30' POWER POLE cob IR 1"VERT = 3' 13 186 186 of 1+80 1+20 0+60 0+00 19 w ° ( (5+22.90,10.15'R> PR & OFFS I 12 / REMOVED EXTG BLOWOFF LINE 5'�" I {I CONNECT TO EXTG CONSTRUCT WATER "MATTHEW PARK P , w INE UNDER STOM 58„ DIP-IDLE LINE T' ( w - I (5+12.40,9.88'0 (0+79.07,4.85'R 1+15.63,6.00'R) 3 (1033+69.75,27.50 LT) 11 1/4°BEND 11 1/4°BEND 22 1/2°BEND �W N DYER J W - INSTALL FIRE HYDRANT i o _ ASSEMBLY PER DETAIL .,' Lar a RENEWAL DATE:6/30/17 I 0+00.00 EXTG MH#Al 3 a 10 00 } #542 SHEET 17 _ __- 8 1(5+25.05, 8 1P 7 +0.89') I II 3 .I 7 CONNECT TQ EXTG MH y. D (4+93.88,-17.00) S °a 1'CARV PER DETAIL SHEET (4 89.22,17.91LT 1Sxj- 0+46.37 SAN CO#Al � � °` � �M I{. INSTALL FIRE HYDRANT , o (4+96.37 33 55'L) r .r d .I :I : ( I ASSEMBLY PER DETAIL 5--_� u- M #542 SHEET 17 O O SEE CWS DETAILS 500 �` ! t -(} g"D (1+34 85,11.05'R N &510 SHEET 19(TYP.) r } .: k}: (4+71.00, "' REMOVED EXTG BLOWOFF 3 •I 1 '• ,.,:;: - �� _, - d .1 t 8"M]TEE 1 03'996 5.00-R) " ar 8"DIP F I &CONNECT TO EXTGILINE W a y (1+28,27,11.10'R) p 11 1/4°BEND 0+48.00,13.50') 22 1/2°BEND Y. Z X ) 3 STALL IRRIGATIO M i (4+26.69,4.45RT) '. i Q RVICE AND DBL a U)aa,, 8"GATE VALVE&VALVE BOX G C ECK VALVE PER 3 p Z D AILS 520&531 I w z w w O W 103 00 {.o (3+84.01,7.00'R) II - Q >rD n 11.1/4°BENDco I q�.w r•7 o m 30 is 0 30 '[.. I �. - ...:^C:.. .. _" # - --- -------- (3+62.85,:7.00'R) - 11.1/4°BEND I ,on PT E CONSTRUCT WATER --.. I •.:N o LINE UNDER STORMLINEW I -- •'n -- -` j E 3'• .i ao3 )1 I I! INSTALL FIRE HYDRANT ASSEMBLY �0 io +o - omw 30 15 0 30 216 216 F 1.9 t 1 t... r ^ CLASS'B'GI ANULAR BAC FILL $ � 4 � -•I {! v J PROP SED GRADE I 1 J k ( +.I - 1 � O ( '.�. .I z a �_ i m zlo 2io I w _ a � I Z _ (1+94.81,6.89'R) i 8 DIP-12LF m rn w m°� I ") I = 'I 30 15 0 30 11 1/4°BEND 11t 8'DIP-9LF m� 1036+83.60,31.67') ( ) I ( (1+83,48,5.63'R) # 1+82.64,15.00'R 3777+0 INSTALL FIRE HYDRANT INSTALL 2"BLOWOFF v z-O anM� { i 8"MJ TEE W/ N F'" ASSEMBLY EXISTI G GRADE 'I' w w N ro m I I ASSEMBLY PER DETAIL 1-8"GATE VALVE 2 o off..., oN•' II 1 =1 #542 SHEET 17 o p F AND VALVE BOX. ' SAN CO#A o II Z }1 I v v O 8"DIP-8LF A o+ (1+75.93,5.00'R) z o ZO4 204 INSTALL 2"BLOWOFF lo EXT MH#Al (4+71.90,-40.88') `.:'f.:.'.... ASSEMBLY PER DETAIL z (4+71.90,-30.00') INSTALL 3"DOUBLE. ')""-' ._... SHEET 19 .- INSTALL 3"WATER CHECK VALVE METER&VAULT PER ASSEMBLY PER ,n o DETAIL SHEET 17 DETAIL SHEET 17 .. .,...... g R (4+53.02,-45.64') (4+71.90,-52.3l') - N CONNECT TO 6"FIRE LINE CONNECT TO 4" THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE - SEE PRIVATE DOMESTIC LINE .. CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND - IMPROVEMENTS PLANS SEE PRIVATE. SURVEY DATA.WE SUGGEST THAT THESE PLANS BE USED IN CONJUNCTION (4+53.02,-30.00') IMPROVEMENTS PLANS "'3;BD' l WITH FIELD VERIFI TION OF LOCATION AND ELEVATION OF IMPROVEMENTS Z r IN QUESTION: O HE BEST MY INFORMATION;KNOWLEDGE,AND BELIEF, 198 1.98 INSTALL 6"DOUBLE D THESE PLANS RE N U REPRESENTATION OF THE SUBIECT IMPROVEMENTS. W CHECK DETECTOR VALVE ASSEMBLY&VAULT W/ FIRE DEPT.CONNECTION 'k LL_ PER DETAIL SHEET 17 W O F (4+53.05,-26.00') �` m 6'X+4"TEE + } SYMBOLS LEGEND Q d 1 4+47.02,-20.50') I } INSTALL FIRE HYDRANT _; I PROPOSED EXISTING ASSEMBLY PER DETAIL OCJ;: I _ w Q SHEET 17(TYP.) R-O-W - -- 192 192 I - STREET CENTERLINE PROPERTY UNE 8"PVC D3034 7 t3H u .. _1>H_I _ STORM SEWESEWER SS 4637LF "DIP 45LF ; Ef '� WATER MAIN - W I"'I -- SANITARY LATERAL m Z C6 STORM LATERAL o ° W SAN INE A e D+DD SANITARY MANHOLE $ $ (n ® O � � r�y _-_py��""@��r�i•---w 1 � STORM MANHOLE p d ° 1"VE IZ=30' w uv RV�7�1�7 1[GG 1"VERT = 3' /W -- d WATER VALVE e 0 SHEET u 186 186 .d FIRE HYDRANT J /� 1+20 0+60 0+00 ! WATER METER BOX x( 1 4 (4+71.90,-26.00') CATCH BASIN ■ N - (4+53.02,14.77) 90°BEND ^ I STREET LIGHT OF HOT TAP CONNECT TO `� M EX`TG WATER LINE 4"DIP 19LF IT I-6"GATE VALVE&/ pMp PLOWE 0WR FPOLE 19 F ASSEMBLY 6. VALVE BOX '" 30 15 0 _30 I ,z11 NGPN�FESs� THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE " W W 8 P CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND """ - "' "- SURVEY DATA.WE SUGGEST THAT THESE PLANS BE USED IN CONJUNCTION WITH FIELD VERIFICATION OF L CATION AND ELEVATION OF IMPROVEMENTS IN QUESTIO THE BEST Y INFORMATION,KNOWLEDGE,AND BELIEF, \ • �}.T � vv a THESE PLA A AN AC TE REPRESENTATION OF THE SUBJECT IMPROVEMENTS S ,„ I c3m__E E- OyN' 74. 5 DYERDATE: D J JO .JENSEN - RENEWAL GATE:6/30/17 1 a 12'GATE SEE Q f H HEST DETAIL TIS . S NOTE Q CONTRACTOR TO DESIGN/BUILD A Ur ti ..E.. - PERMANENT IRRIGATION SYSTEM TO o LOT, ES SERVICE THE POND&CONNECT TO NEW 1" Oo WATER METER.THE IRRIGATION SYSTEM n SHALL BE DESIGNED USING HEADS,VIA o AND BATTERY OPERATED CONTROLLERS O N . } MANUFACTURED BY HUNTER INDUSTRIES. Lu p n A oTEs 4 Lo 0 J t NOMINµDI LFITTNGS FASTENERS fl SHALLBEHOTDPG•1V. i MEMBER RN) A MATERIAL z z scowcBHALLBEMN1E00Pa®zflonra ,:.: `" w Ui C�0 0 BRACE RAIL 1.680 GALV T%Mu RSR - III CL O Z NE POSTS11 E 23]5 CALV NBULAR.SR REofl BMCE PALBETYEEN END POSTSPND LINE POSTS LENGTNSAB aR �, U f Z m. O ENO k CORNER POST zws GALV TUBULAR S1L 4 PROVWE WTEBrOPSANDDROPRECENE SSETMCONCRET�E GATE . . Q WOO M CHAIN LINK FABRIC 9 GA W/GREEN OR SLAG( LU m APVCCOATING PROVIIE ASREGD ET'TEN80N ARMS ON LIE ENDAND CORNERPOSTSeGATEP06T8 ` M p D GATE OPENING NCUILYµ01A MATERIAL G.F—DE .SQ. �EY - I Z N—WI M OR ('NI GALv TCENTFR BRACE MBCN TNG 8uT8 wlN,N FENCE HEKiAHTO PUMP8TA,WNB. 0 1'a o GATE POST 1Z'OR is' a TUBULAR STL Yb M In UI z z. ; 6uLPOBTBANDRALSTOMATOH FSOR LEGAH Q � i caGR.. fi •i ^ Z BRACE POSTS -.` -fn E TASTm AND BARBED SELVAGE BRACE POST. ti N V END.GALE OR CORNER MST -..UNE POST \ f PULL POST [ ] Y 3 W✓' I 'r TOP RAN. o',�. SLEEVES /TOP RAIL M m FABRIC BAND t� 1 ...STRETCHER BAR ....:........:. N C V CHAIN urvK FABRIC - INSTALL BLACK VINYL CLAD CHAIN LINK 3 0 3 LBRAMRAIL i a BRACE RAL j FENCE TYPE CL-4 PER DETAIL THIS SHEET civ 3 SSS 111 m TENSION I -TRUSS ROD { w O N TRUSS ROD WIRE a ... .......... I 3 U) 5 �a�EDAND POND PLANTING PLAN rn� SELVAGE j I4. �{.. f"UT m. v J TOP HINGE -_- 080,SMANG) I NOTE: O�d1R I D I 1. FOR THE BOTTOM OF THE POND PLANTING SHALL CONSIST OF 18,954 -miw PLUGS,MIN.1"DIAMETER BY 6"TALL. Q � FABRC MEN CAREX OBNUPTA,SLOUGH SEDGE i 2 FOR THE SIDE SLOPES PLANTING SHALL CONSIST OF 40 DECIDUOUS TREE --c MINIMUM ROOTING SIZE 2 GALLON,MINIMUM PLANT HEIGHT 2-FEET;200 BOrr -,z ROUND D SECTION o SHRUBS,MINIMUM ROOTING SIZE 1 GALLON,MINIMUM PLANT HEIGHT (,BD• . GAL law SS NWINGG)) r3 1.5 TO 2-FEET. tp 12"ROUND SECTION 1.5 ROUND SECTION_. LEGEND TREES 40-ACER CIRCINATUM,VINE MAPLE }t�w+'•Y} ----- — --- - — SHRUBS: - -- - 33-CORNUS SERICEA,RED-OSIER DOGWOOD,2'HEIGHT 33-HOLODISCUS DISCOLOR,OCEANSPRAY 1.5'HEIGHT NOTE: 1.ALL FENCE AND GATE PARTS TO BE BLACK VINYL CLAD, 33-ALMELANCHIER ALNIFOLIA,SERVICEBERRY 2'HEIGHT 2.GATES TO BE 10'OR 12'WIDE AS NOTED ON PLAN VIEW. 33-SYMPHORICARPUS ALBUS,SNOWBERRY 1.5'HEIGHT 3.FENCE AND GATES TO BE 4'-0" 34-SPIRAEA DOUGLASII,DOUGLAS'SPIRAEA 1.5'HEIGHT C 7 - 34-RIBES SANGUINEUM,RED FLOWING CURRANT 1.5'HEIGHT GROUNDCOVERS: - AGROSTIS OREGONESIS,OREGON BENTGRASS,100%COVERAGE r W ~ oZS SYMBOLS LEGEND �< z PROPOSED EXISTING m V R-O-W STREET CENTERLINE PROPERTY UNE --- -- -- -- Rti z SANITARY SEWER 55 Q STORM SEWER -ST- WATER ST WATER MAIN -W W- SANITARY LATERAL STORM LATERAL SANITARY MANHOLE O O Ia d STORM MANHOLE O - = m a z WATER VALVE e 0 G Q FIRE HYDRANT . a Q a WATER METER BOX qro Y CATCH BASIN . O SHEET a STREET LIGHT AS # ♦ r . BLOW OFF ASSEMBLY 1J� 1 POWER POLE cob OF w 19 0 ED PROF' NGIN F �Q INSTALL NEENAH R-4353 BEEHIVE SIDEWALK PER CITY 4.5' PLANTER STTRIP 28"CURB PER CITY OF TIGARD 5 OP f GRATE AND FRAME OR APPROVED OF TIGARD DETAIL - DETAIL. EQUAL MAINTAIN 20%SLOPE FROM STANDARD CURB AND GUTTER. - �h BACK OF CURB AND GUTTER TO RIM ELEV.TO BE 0.08' CONSTRUCT V WIDE CURB CUT FOR - `O4: 74 ,[3 S=2.0% RIGHT OF WAY BELOW GUTTER ELEV. FLOW ENTRANCE PER DETAIL THIS N D SHEET YER TOP OF GROWING �///11� EPDXY FRAME BELL END • ".'.' d F• —————————— ——— ————— - _ RENEWAL DATE:6/30/1] //LI LR11� T Q MEDIUM IN IDE E PIPE j • 18"MIN. OF 24"CONCRET - I SLOPE PER TYPICAL OFSTORMWATER x 1 CROSS.SECTIONS - PLANTER .i 1.5'MAX SCREW TYPE PLUG W •, i 9:.. .• - '" d' COVER . E. .a • 6"MIN 6"MIN 9 ".p •� . ..• .. ADAPT R CLEANOUT I ONO= 28"CURB PER CITY OF TIGARD j';;-, s " REDUCER v o .. � .• e 0 8..X6..R HL DETAIL. SEE DETAILTHIS SHEET '• r 1 6"PERF PIPE r o b"PERF PIPE 24 24"REINFORCED CONCRET FOR CUT OUT TO ALLOW .•.. \/ /� •' /\\ 4 A M UNDERDRAIN STORMWATER RUNOFF INTO d••'.''' �\ � \ •'•. PIPE,C7fi CL IV •18"\OPSO[L ' THE PLANTER \ \\ SLOPE TO DRAIN �" - �` ... .• � � .. .. \ •. . a' \/ /\ \ / \\ : TO MANHOLE ,. / W pa TO MANHOLE d A Z Lt. J �. SLOPE AS NECESSARY TO z f' .♦ 45°BEND J V)rn • MAINTAIN UNDISTURBED P z I% p Z 4' j' SOIL ;r _ 8"END CAP W ILI LEI w w 10 FILTER FABRIC COMPACTED SUBGRADE UNDER Z ZO O'm SEE NOTES. CURB AND GUTTER PER CITY OF 8"WYE Q w O C)A 3000 PSI CONCRETE BASE TIGARD DETAIL z Q m W of DRAIN ROCK SEE NOTES. m m m(ail IoiL EXISTING SUBGRADE-DO NOT COMPACT SOILS UNDER STORMWATERf4 E PLANTER PLANTER CLEAN OUT DETAIL mN 8 ATRIUM INLET DETAIL NTS �,a NE. NTS NOTES u 1. DRAIN ROCK SHALL BE 1 1/2"-3/4"WASHED ROCK. DEPTH OF DRAIN ROCK SHALL BE 3 0 24-INCHES MINIMUM. m W 3 Z. SEPARATION BETWEEN DRAIN ROCK,GROWING MEDIUM,AND SUBGRADE SHALL BE ANY OF L� THE FOLLOWING NON-WOVEN FABRICS:LINQ 12SEX,TNS E040,TNS R040,TNS R042, 0 AMOCO 4535,OR MIRAFI 140NL. `p 3. GROWING MEDIUM TO BE MINIMUM 12-INCHES THICK. THE IMPORTED SOIL SHALL BE A N SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE 1/3 COMPOST BY VOLUME,FREE-DRAINING,AND SUPPORT PLANT GROWTH. COMPOST SHALL BE F DERIVED.FROM PLANT MATERIAL.COMPOST USING ANIMAL WASTE.IS NOT ALLOWED. ^ #4'S SPACE EVENLY - J STORMWATER PLANTER SECTION "NTS #4 HOOP r , � - I vs 2 QR. V d e II11rrI - - lz^.Pvc d `y •d DEPRESS GUTTER \\\ ,•, ' 2"THROUGH BACK 3"Q.R.TYP. OF CURB LI n • - - a4. aNOTES: • rt 1.CONCRETE TO BE 3,300 psi(28 DAY ULTIMATE STRENGTH, 'a' a •� 5 O N IN G " �' THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE 1 1/2" AGGREGATE.) V <. A-. _.. - Q ,N a. LUMP OF MINUS AG .a' ..a "' CONTRACTOR,PE IC FIELD BSERVATIONS DURING CONSTRUCTION AND 2.ALL REINFORCING STEEL fY=60,000 pM.G G 4. d C." d.G. a .4 4 .4 < .SURVEY DATA. GGESTT THESE PLANS BE USED IN CONJUNCTION - d WITH FIELD V TION O L ATION AND ELEVATION OF IMPROVEMENTS 3. FILL AROUND ENDWALLS TO 6"BELOW TOP OF WALL. IN Qu T E B OF Y INFORMATION,KNOWLEDGE,AND BELIEF, v a THESE PLA A N A AT REPRESENTATION OF THE SUBJECT IMPROVEMENTS. 4.BASE OF OUTFALL.SHALL BE POURED AGAINST UNDISTURBED SOIL. ��//h C DATE: R=0.5' NP. • ' ° ,. CONCRETE HEADWALL a 4 NTS 6,. S=2.0% CONSTRUCT 4"CURB OPENING.NOTCH TO BE 1"LOWER ;A 6" THAN SIDEWALK.SLOPE TOWARDS FACILITY. Ln - •� m 5 d _ 3 L PLANTER TOP SURFACE ° -• f iD Z '1 ° .' Q W J Q 1 .••' _ i p DEPRESS GUTTER 2"THROUGH NOTES: w BACK OF CURB 1.CONSTRUCT CURB AND GUTTER PER CITY OF TIGARD DETAIL. NOTES: CL 50 RIP RAP 2.CURB OPENINGS TO BE LOCATED AT LOW POINTS AND SPACED EVENLY 1.CONSTRUCT 28"CURB PER CITY OF TIGARD DETAIL. EVERY 1OLF ALONG THE LENGTH OF THE PLANTER. - _ 2.CURB OPENINGS TO BE LOCATED AT EACH PANEL JOINT IN THE ADJACENT SIDEWALK - - SHEET 3.NO CURB NOTCH TO BE LOCATED ADJACENT TO PLANTER STRIPS AT EITHER END OF THE i PROPOSED PLANTERS. - - 4.PROVIDE CONTRACTION JOINT AT NOTCH EVERY 15' `J 1' WIDE CURB CUT DETAIL 28" CURB NOTCH DETAIL NTS NTS of 19 PRO 880 r 3/4"R g EDGE SURFAQNG CURB JOINT - TOP MATCH EXISTING MATERIAL N 5'MIN. SEE NOTE 5 ROW T�. - P oR A5 IR FOR CURB INFORMATION �-DRAINAGE SLOCKOUT „ D BASE mel y CURB D `yx�DYER 1 -T- 3"I.D.SCHEDULE 40 - -- - - ----- ROAD J- 11 ROAD DWV(A/S OR PVC) QET R/W �,.: RENEWAL DATE:6/30/17 AL SEE AIL G I1h PIPE W COUPLING = " O 2'OF 3/4"-0"BASEROCK p / " 15" 0 o a quqa ! qq 4q< a SECTION A-A COMPACTED SUBGRADE� m Q ngOQv D ENLARGED R/W OR EASEMENT /�•L SIDEWALK ADJACENT TO CURB �" ZS 1' CL AREA TO CONTAIN WHEELCHAIR V a q' <+ " RAMP AS REQUIRED CONCRETE.APRON 5 MIN, STRUCTURAL SECTION 6 OW 9 _ TO M CONFORM WITH t+l I COMMERCIAL DRIVEWAY }2 M DETAIL(SEE DWG. 142) o 0 S Q N ROADL Al K .� �L.I a L.L -2"of 3/4'-0^ens€RocK NOTES I^4 A DRIVEWAY VARIES zz H COMPACTED SUBGRADE 6°MIN 6"Nm F^-• J N r, 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 01 6"MIN BEDDING B0.0W IT 0 01 NOTES: SIDEWALK AWAY FROM CURB O0 A MAXIMUM OAT2OTHER.0 FT. LOCATIONS AS REQUIRED TO LIMIT THE SPACING OUTSIDE OF PIPE BLu =mak _ LLa a, N 2, W 0 ED III 2. TRAVERSE EXPANSION.MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL �� oQ EXPOSURE - > U F-Z cC M 1. CONCRETE SHALL BE 3000 P.S.I.AFTER 28 DAYS,6 SACK MIX,SLUMP RANGE WITH A MINUMUM THICKNESS OF 1/2". - T WOO M OF 1-1/2"TO 3". C Q 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART Z Q I W M 2. PANELS TO BE 5 FEET LONA WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA, \'�\j/\\�\/\\ \\;\%� 25'MIN..RADIUS(TYP.) - O z N M 07Qo 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. TRENCH FOUNDATION m M Ln m UTILITY VAULTS,WHEELCHAIR RAMPS,&AT SPACING NOT TO EXCEED 45 FEET. STA ATION,AS REQUINU) FOR RAMP INFORMATION RAMP 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED.A MIN.OF 2 FEET SEE WHEELCHAIR AMP.DETAII(N0. 128) 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX.OF 3 FEET FROM PROPERTY LINES. - FOR SIDEWALK INFORMATION CURB,THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT:WITH'A MIN..1/2"RADIUS. SEE SIDEWALK DETAIL(N 0.120) N N E 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS.OF 6 INCHES IF MOUNTABLE - NOTE: CURB IS USED OR IF SIDEWALK IS INTENDED.AS PORTION OF DRIVEWAY. 1. SURFACING OF PAVED AREAS SHALL COMPLY'WITH.STREET CUT STANDARD DRAWING R/W -IN'c OTHERWISE SIDEWALK SHALL HAVE MINIMUM THICKNESS OF 4 INCHES. I'n m u 2. JOINTS TO BE TACK AND SANDED. 6• DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED.TO BACK OF SIDEWALK WITH 3"DIAMETER 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3.Q 3 SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED .�e. OVER PIPE - 3 •ate�` NO SCALE F '� AGUSTN P.DUENAS °P�tl'®eY: NO SCALE '�0U°eY r;- CALE L m. NO SCP1E .0. AGUSTIN P.WENAS NG DWG.NG. �\ AGUSTN P.DUENAS AWSi1N P.WENAS CONCRETE R .. N 0„aNW" STANDARD CURB / ` No oEP R Ma ERGNm we O P N ME o Dwc.No. •� a„p11i1m, TRENCH ALTERNATEm ,. :. auLv Za01 SIDEWALK _--- o".�.u >a9T uuLY z0o1 1 25 zR.N...w. Dxc.NO. ,,. :.w,...o. <0r 01oR.o< No.arc aFncwD II"RE 12Q °TM:�110NiD � arr GF nI9AlID '�T �$Q � ANT MAacN 1999 COMMERCIAL DRIVEWAY62 Arno e99rad MARCH 1990 BACKFILL _ M STOP SIGN ON OCA /j!TTS (INSTALL 4"L nM PVC SLEEVE UNTIL CROSSWALK - // Q:ao.45* PERMANENT SIGN INSTALLATION) STRIPING TANK VENT MSA VENT CAP-\ Li dic PC/PT BROOKS O 37 MQUIR BOX 1� DRAINAGE BLOCKOUT (2) BOTTOMS REQUIRE. R,r : ,i � v i D2", SIDEWALK 3"LD.SCHEDULE 40 6"MAX �---f� �' ��l CURBSIDE p 1" 1..6• DWV(ABS OR PVC) 1".STREET ELL 1/ I /; I f 1 3 v - PIPE W/COUPLING I'UNION f2"MIN 5 _ 1"BAF[TTEER 1"AIR VALVE 18"MAX ROAD t 1"g 1 R •- (COMBINATION AIR&VACUUM) TRUNCATED DOME 6 6 c =� 17• DETAIL i/.,, • • MAX BASE MONUMENT CASE & COVER o 0 0 ' QIP EXPANSION F !i OO OO OO $ OCY ,. JOINT(TYP) 1"x 3"BRASS NIPPLE 1^90' ELL U a QP g j w OO 00 OO 1. FOR USE ALONG MEDIANS,GUTTERS MAY BE REDUCED WITH PRIOR ^p rc PC/PT APPROVAL FROM THE CITY ENGINEER. NOTES mRe o a N 1"BRASS 90' ELL z _RAMP VAR VARIES rn 3. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. 3 1"COPPER TUBING 1"x 6"BRASS.NIPPLE 1. MONUMENT BOXES TO BE CAST IRON OR 3. EXPANSION JOINTS: 1"BRASS.COUPLING o 0 ALLOY SUITABLE FOR HEAVEY TRAFFIC RAMP TEXTURE LOADING.X1036 OR 1033 SUPPLIED BY: - PATTERN DETAIL - PLAN VIEW A. TO BE PROVIDED: - o o 1)AT EACH POINT OF TANGENCY OF THE CURB. 1"CURB STOP INLAND FOUNDRY CO.INC. 2)AT EACH COLD.JOINT. - 191N. 39TH 3)AT EACH SIDE OF INLET STRUCTURES. i"OFF CORP 90' ELL SPRINGFIELD,OR 97477 4' 4' -{6, 4).AT EACH END OF DRIVEWAYS. O� 18"x 12"x 2"CONCRETE PAD (541)747-9172. 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1 CORPORATION STOP FLUSH B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED,NON EXTRUDING, OR I, I 12:1 �,� WITH A THICKNESS OF 1/2 INCH. \ N0.M 1010 AND SUPPLIED BY: '- l a!'=JiT r tu'TI= i"'3 � 4 CONTRACTION JOINTS! NOTES• -TJm� OLYMPIC FOUNDARY A. SPACING TO BE NOT MORE THAN 15 FEET. 1. FOR 12"ANDSMALLERWATER MAINS 4"P.C. CONCRETE I[�' o° o o '; B. THE DEPTH OF.THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. SEATTLE, WASHINGTON - �- c o�` 2r.VENT PIPING TO BE GALV. 5. BASE.ROCK 2"-DOR 3/4"-0,95%COMPACTION. BASE ROCK SHALL BE TO . m (n 2. ALTERNATIVE TYPES MUST BE APPROVED 2"3/4"-0-AGG. BASEROCK SUBGRADE OF STREET STRUCTURE Oft 4"IN DEPTH,WHICHEVER IS GREATER. 3. SLOPE COPPER TUBING FROM BY THE CITY ENGINEERING DEPT. PRIOR MAIN UP TO AIR VALVE 1%MIN. TO THE AND MUST:CONFORM SECTION A-A 6. DRAINAGE BLOCKOUT-3"DIAMETER PIPE: - c A 1""I ' TO THE FOLLOWING MINIMUM DIMENSIONS: - 4. LOCATE AS NEEDED OR REQUIRED NOTES: A. 3"I.D.PIPE WITH COUPLING 3. APPROVED FOR ALL STREET CLASSIFICATIONS. L CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES- 2. EVICES2. CONTRACTION JOINTS SHALL BE SCRIBED3/4 DEEP AND RAMP PANELS SHALL BE BE SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOUREDTO FULL DEPTH OF CURB. 6. PROVIDED&INSTALLED BY CONTRACTOR. Lu Q 4. MONUMENT TO BE NO DEEPER THAN 6"BELOWEDGED ON 4 SIDES. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' FINISH GRADE_ - ;3. EXPANSION JOINTS SHALL BE 1/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. AND A MAXIMUM OF 3.0'FROM PROPERTY LINES 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. AGUBRN P.DUQlAB NO SCALE No So- " � '- NO SCALE L AGUSiYN P.WENAS,P.E. NO 6CALE MONUMENT DWc NO. WHEELCHAIR RAMP AGUE N P.DUENAS GfrOwm I" COMBINATION z ° NGOPRMNT w CRs sw NNL Nw a„a� �e-a'' "�U"•'" ro"°° owc.No. ENcmmewc oEPAnnIENT „�.„m, CURB GUTTER owc.No. owu No. I„) � NARCH 7996 BOX A�Q ., I� STANDARD CORNER 28 I ,UL>•200 & 26 ro ULv 2a9 AIR & VACUUM VALVE 590 0 �' CNY OF ncumIA. - I an or Ilan att a• aRml SHEET a - THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE G CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND V SURVEY DATA.WE SUGGEST THAT THESE PLANS BE USED IN CONJUNCTION WITH FIELD VE TION OF LOCATION AND ELEVATION OF IMPROVEMENTS IN QUE9TI0 T E ST OF MY INFORMATION,KNOWLEDGE,AND BELIEF, THESE P S AN C N REPRESENTATION OF THE SUBJECTTMPROVEMENTS. OF R E 19 O PROFS OUTSIDE OF CITY WATER DEPT STANDARDS PLUMBING CODE ~ I SIDEWALK ADJACENT TO CURB 1- D PAVEMENT PWITHIN AVEMENTTHRUST BLOCK CITY APPROVED ON OO - BREAK FLANGE SIDEWALK C18"CAST IRON`910 BACKFLOW DEVICE FLANGE COUPLING 18" l RETAINER GLAND Fart�Me AND GRATE OAR , MIN 6 MAX. _ VALVE BOX TOP \\\ ADAPTOR BEE STD.ORAYRJO no.•IOD �/y� 14. 18"CAST IRON 910 BOX e..o FLOW. 12"MIN [I=mo A - RENEWAL DATE:6/30/17 PROVIDE 2O BY 1.1/2 4"DRAIN ROC �1 MEGA FLG ! I Q 4"THICK CONCRETE FLG OR EQUAL d� CIONNDECT QNTMENT L� J FLOW PAD(SEE NOTE.4) TAR PAPER(MOISTU �-��- HAND TAMP BACKFILL 6"DUCTILE IRON PIPE 6"MI r OPTIONAL AT THIS I „/ AROUND TOP SECTION 6"MIN. RESTRAIN ALL JOINTS W/ OSHA APPROVED LADDER 24"MIN Q 12"MAX. "FIELD LOK"OR EQUAL GASKETS WITH ALUMINUM LADDER -I E7 EXTENSION BY UTILITY " I VAULT ~ CONTRACTOR TO SEAL ALL 0 IN VAULT WITH 6"ASTM 3034 PVC �.- 6"MEGALUG RETAINER PLAN PE NNISHRINK GROUT PRIOR NGS �J PLAN 0 GLAND(EBAA IRON) TO BACKFILLING LL CONCRETE PIER 6"GATE VALVE 3"MIN. 6'MAX. A •.4 BLOCK FLG.z M.J. �_ DRAIN TO CURB OR 1. GRADE 'p wAx arc FLOW INVERT O N OPERATING NUT EXTENSION M.J.z 6"FLG.TEE GRQUND LINE DAYLIGHT a ?; (SEE DETAIL NO.505) 2 0• \ d' SIDEWALK WITH PLANTER - e ed W a STRIP AT CURB O a MNWUM 3'MIN CLEARANCE L.L O ON OPENED irSIDEWALK 3"MAX.N. " OS&Y VALVE -A rPm Paum = zt' Z at BREAK FLANGE .p a� MAX w w n "MMEGA FLG OR EQUAL T V _1 U)m I INLINE CHECK VALVE PAe usr ti O Z Lu .NOTES' aL .. w K O 1. HYDRANTS TO BE MODERN MUELLER CENTURION,A 442,(OR APP'D EQUAL)6"MJ,5 1/4" CONTRACTOR TO INSTALL RODENT a .0 16' MP \W\ V_) Z W ti MVO 3 PORT-TWO 2 1/2 PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING CONCRETE.BALLAST 3 CU.YD. SCREEN - ' _ / lqJ t`'1 STANDON .e v y Z O O \/ j�� A. OIL RESERVOIR MIN.WHERE.FLOODING OR P€ ;v A4 e q,; 6+ ii a. °'.:.:'P Q w O M //// /�//� B. BRONZE ACTUATION NUT - HIGH GROUNDWATER EXIST— p�. (Typ,)J1 DRAIN TO DAYLIGHT OR z Q DO w r, NOTES: /\\�\ \/\/ BRONZE SEAT RING INSTALL SUMP PUMP ---.-�s• 24' e'�--, ---)� "-2T 3/e' 6'�-- Z(Ii�M 1)VALVE BOX NOT TO REST D. WEATHER SHIELD CAP CONTACT CITY FOR O O•,T Q o ON OPERATING ASSEMBLY. T E. SAFETY SLEEVE COUPLING ELEVATION PUMP SPECIFICATIONS SECTAA SECTION B-H m M to u1 2)OPERATOR EXTENSION I F. THREADED NOZZLES WITH "O"RINGS REQUIRED WHEN VALVE NUT. G. NATIONAL STANDARD THREADS is') THAN 3 FEET O 24" 2. SAFETY CHAINS TO BE REMOVED. NOTES: 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE.APPROVED - 12 MIN 1. ALL PRE CAST SECTIONS SHALL CONFORM 1D REQUIREMENTS of ASTM C-478. FROM FINISHED GRADE. BY.DISTRICTOFIRE MARSHALL 24"MAX 2. INSTALL STRUCTURE ON MINIMUM OF$'OF 3/4'-0'COMPACTED BASE MATERIAL. P)p 3)CENTER VALVE BOX ON 'O 4: HYDRANT TO BE INSTALLED TRUE AND PLUMB. .FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM N OF DEVICE 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED .�N AXIS OF OPER.NUT. 5. NO OBSTRUCTIONS WITHIN 3'O'RADIUS OF HYDRANT• unuTr VAULT OR-EQUAL BILCO DOOR AL "RE MEETING ASTM A497 Y P 4)PROVIDE 24"SQUARE BY 4'THICK 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED 51ZE MTR F.D.C. MTNouT F.D.C. "EWµ of M u CONCRETE PAD AROUND VALVE I--- 24"-----� 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED 4 -fi76-wA 57z-WA J 5AL -4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PS AND BY ENGINEER. 6 fi67-WA 676-WA J-SPL SLUMP OF Y TO 4". 3 O 3 SOOUTSIDE 60N RETE PAF PAVED D DETAIL 8.. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. eo 5to6-u 2806 WLA JD-3AL 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN DESIGN/WITH DITCH IT 3 AS CONCRETE PAD 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) INLET TOP ARE AN ACCEPTABLE ALTERNATE ALL GRATE MATERIALS SHALL MEET G.W.S. G)3 ON THE 4 1/2"PORT. +CITY ENGINEER APPROVED EQUAL- t L STANDARDS AS SHOWN ON DUAL//00 O CRY 4P uv�um xr: rvP SCALE Aw,mm ee rvo SCALE ,wPmum er: No SCALE AGusTIN R.suENAs.P.E. DOUBLE CHECK DETECTOR Dwc.rvo. p� AGUSTIN P PUENAB,P.E. _ AGUSTIN P.DUENAB,P.E. FIRE HYDRANT DWG.N0. DITCH f I V LET a x TYPICAL GATE owc.uP. WPa�R °ry *" '°" ^� sPo JULY zo VALVE 503 s` )uLr zoos ASSEMBLY 54`Z ry JULY zoos VALVE ASSEMBLY 533 ,'��Yli SCIV1CfS+ wn ��rwa>.m oNx 4ommitmays a dau. ."'.F to ex,tsm ex ropaN.mr vsm L T! Y_J REVISED 05-07 r CITY WATER DEPT STANDARDS PLUMBING CODE o r , . THRUST BLOCK CIN APPROVED FLANGE COUPLING w V BACKFLOW DEVICE ADAPTOR > d m Y FINISH GRADE 1B"CAST IRON 910 RETAINER GLAND 0 5 F, -VALVE BOX TOP $ PM 2 €$-t^d 12"MIN >: m a MEGA FLG 488 "! `s3�� € $$ a$ N' / OR EQUAL w uaa Ti $m Y'-xtA' CONTRACTOR TO SEAL ALL OSHA APPROVED LADDER 24"MIN OPENINGS IN VAULT WITH WITH ALUMINUM LADDER - NON SHRINK-GROUT PRIOR. 8 i' 3 m '" i9„ O m 1"SCH.80 STEEL PIPE SHAFT TO BACKFILLING n x W W J - _ 2 SO:OPER.NUT EXTENSION BY UTILITY 7 µ e x.M m 9 m i s Z N W h$ OR t'SOLID STEEL ROD VAULT -- SECTION A-.A N 2 1/8"MwIMuM PLAN W 1/4 MAXIMUM"• S - 6"MAX. CLEARANCE r-3"MIN 6' MAK N - P HIE Wa o { -Il— GROUND LINE DRAIN TO CURB OR m sQ PLAN DAYLIGHT W �� - g pa - 3 ROCK'GUARD 1/4"STE,PLATE � :s mm _P P� To BE 5 3/4"DIAMETER O wp a O o WHOLE IN CENTER TO 3"MIN CLEARANCE h Q� ACCOMODATE MOVEMENT �.� ON OPENED VALVE Cn f 1 I I 0 0 OF SHAFT OS&Y VALVE g I II m MEGA.FLG OR EQUAL U t, - ----� c SUPPORT COLLAR WELDED 2 1/2%2 I/2"x 3/8"LONG TO SHAFT RETAINER GLAND INLINE CHECK VALVE FMI II STEEL FLAT BAR Z U CONTRACTOR TO INSTALL RODENT O CONCRETE BALLAST 3 CU.YD,. - SCREEN I Q F- MI SECTION B-B ASTM 3034 PVC PIPE STANDON J 3"x 3"x 3/8"x 2'LONG MIN.WHERE FLOODING OR - Q STEEL SQUARE TUBE HIGH GROUNDWATER EXIST (TYp)�< DRAIN TO DAYLIGHT OR � INSTALL SUMP PUMP LJJ CONTACT CITY FOR -J 2 t/z z t/4'SQ.EDGE FLAT BAR ELEVATION PUMP SPECIFICATIONS LL M.CRATE BAR(17 EA) a W m 31 1/4' m DOUBLE CHECK VALVE ASSEMBLY 12• MIN <.o Fy 3 J UTIUTY VAULT BILCO DOOR 24"MAX n 3/18'r.TYP. s2E az KQUAL OR+EQUAL FLOOR TO BOTTOM w $ NOTE; 3 sso-WA su OR DEVICE w �m = ME a t EXTEND 2"NUT TO WITHIN 18"OF FINISH GRADE 4 577-wA J-SAL S g5 €m 6 676-WA J-SAL g WHEN VALVE NO IS DEEPER THAN 3 FEET FROM (n FINISHED GRADE tp stens-LA JD-3AL gx O� �.EDGE MT BAR 3'C.ro C_ •CITY ENGINEER APPROVED EQUAL PLAN uwow xr. NO SCP1E CIT'oP'nGAaD anaRG.m.P1: NO SCALE CRY UP TIGARE, NO SCALE NOTE: >' F G AGUSNN P.WENAS.P.E. oRRGON A6U6TIN P.OUENAS.P.E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL o m AGUSTIN P.WENAS,P.E. O OPERATING NUT owc.No. �G�� Proms DOUBLE CHECK Gwc No ��.M,�-,TON,NP ,�„m� 3" & 4" orvc.Na Rs.G my zoos EXTENSION 505 GAN ULY PPOB VALVE ASSEMBLY 532 w•G`Gry auLr Zoos METER G ,u ,m 523 DITCH INLET FRAME AND GRATE G9eanVaherl"Savim SHEET DRAI`•1'JG IJU 400 REVISED 12-06 Ou aeMmitssat M d-. THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCRON AND 17 SURVEY DATA.WE SUGGEST TH THESE PLANS BE USED IN CONJUNCTION WITH FIELD VER ON OF CATION AND ELEVATION OF IMPROVEMENTS IN QUESTION O HE S OF YINFORMATION,KNOWLEDGE,AND:BELIEF, OF THESE PLA AR N RA REPRESENTATION OFTHESUBJECT IMPROVEMENTS. DATE:/3, �5 19 p JO D.JENSEN k 0 p PR OVER LESIQ OF AT!EAST BOP Ir'N,WIN - SHA NOTES RUBBER GASKET 1.PLL JOINTS AND RUBBER GASKEf3 LL z r - CCNFgM TO THE REWIREHEHiS OF E e'Mw.BEIWeDI NOTES: 2 ASIM ALL mAJHO E SECTIONS SHALL CONFORM FLAT TOP Im°pcWls ALL PRE-CAST MANHOLE SECTIONS SHALL TO THE REWIRENENTS OF ASTM 0-478 E14,Z > CONFORM TO THE REQUIREMENTS OF ASTM AND APPUCABIE PRONSIWS OF STANDMD (OPTIONAL)STANDARD `g y C-478 AND MAN APPLICABLE PROVISIONS OF HOLE,DRAWNG N0.010. 6 OYER 9 •r GRAVING NO.0+Q 3 SOPS REWIRED W FLAT TOP MANHOLES i y DEEPER THAN 48". RENEWAL DATE:6/30/17 GA. 64" 8 L;[ g99 iL rc OF RST STEP ...a �WAtERTp TRF FRAME IECOVFRW g 3ii£ 3F, oEx ] E £F :aAND M: i• t0 rq+.OF CASING N20RAWNG N0.i+o-sA/G1 a Li - -- I }R � $B a : '$LL P o 6 z o 0.a 9 5RL MR E IN NON.SHRINK RUBBER 6ASOR� 6'MI MU.1 QROUT n / - £ � SdP Y. • m No TEs: 1 gEADE RiN05(2,4".ORB•) e&• I. AUL PRE-CAST MANHOLE SECTION S SHAT CONFORM TO THE M12 SET IN - ^ RUBBER GASKET - Y�w N'qd e g g ` O REWgEMFMS 6 ASTM 0-47& NW-SIRIW GROUT •. :°. i 6 3 g88fi 2 LL A.POURED IN PLAOE CONCRETE SHALL HAZE A 28 DAY PVC Ad RUBBER GASKET FLAT TOP i 8 >' 4 € 5 .M,-I STRENGTH OF 3000 P.S.I.AND WITH OF O TO 4. PIPE' 1•AT d. REINFORCEMENT gei3i: *I- L 3 ALL JOINTS SMALL BE SFAIID W1H PRE FORMED CAStElS STMDARO.ECCENTRIC OR - SUCH AS RENT-SEAL NO.2,RAM-NECK,OR AN APPROVED !✓'38•CONE. I g�S'I $i X853` y E N EQU CONFORMING TO FEDERAL SPECIFICATION SS-500210. '.'.I' STANDARD MANHOLE FLAT TOP S:°§�BRgH p 3 qS gECTORS TO MAIIHgg yy} ) & PIKMANALL IOLENPE CMONOT GNSCHANNEL DETAIL MEAIER SHALL REQUIRE A SAN NEGO BEI! d REINFORCEMENT DIA, .. SKK�g pRyEyR g3 Y $$�F� � pegdg 99Ai g x 1 - 6. PIPE COINECTWS OF FOUR IL NOE MANUNES STALL MANHOE STEP EEE+ Jd i"RS n'9Mcd$m Bja$ fi€E€"I "-a w/ REWIRE A MANHOLE ID NNECTW AND CHANNEL DETAIL e: 5111 DRAMNO + 11'6 BAR AROUND OUTSIDE OF OPENING o 1 LL _T 7. PROVIDE A MINIMUM OF 8•aF INTACT(UNdSTURBED) A MANHOLE SECTION 4 n. B8 DIAGONALS BOTH SIDES OF OPENING MANHOLE WALL BF'iMEEFI PIE RREAKWTS AS NEASIREO (VMIARLE i'-4') PVC.SANDED BELL PIPE °. ,pt 8.O.C.BOTH WAYS _ • " •• • p p - Z 1`'7 GH 1HE INSIDE FACE OF THE MANHOLE. OJ1. ' & BREAKOUT OF WALL FOR PIE SMALL BE 2"MINIMUM AND -.... ,. - - T J O+ 4"MAXIMUM CLEAR OF PIPE WALL, 6•MW. "o.J e: THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 24 � q R - L W W®•W� I �" g�j a. z W W d O FOR SANITARY CONNECTW AND 48"FOR STORM b N CDIINECTW. B•MNIYDM b b$ yB. O p U) OR w C�LD - 10.WATERTGHT/TAMPER PROOF MANHOLE FRAME AND p, -�}ba \ - COVIIt SHALL BE USED IN ALL EAS'MFNT AND OfF `R' ° ° p �� / U F a M SIBEET MEAS. > KOI-N-BARD S ea G g o Z Q STANIESS INTERNAL ° e °°$a�ts�e'8 '4' i/ a dd w Q W 0 m SROS.BAND NW-SHMIMIC GROUT° a^°�^o°O° 6 t fff 1 I s y g R �j >On 2:I, 49•MM:. FOR mNaETE PRE a SIRucT aMNEL 3 [[S 'e3 9 ,(- i - .. L ¢in w M MINIMIN.12"LEDGE AND SHELF IN FEND - kl >{:. �a 32 ! _ > O Z N-J M (WE REWIED) INIEROEPT - Bi de £ ZI d a On M Ul IA 1 SLOPE TT° Y MIN.FROM TOP CF' 2"MINIMUM OF Y"-0" $ d1 PIPE TO ARHOLE- PPE COMPACTED BASE ROCK SEMIDN gg � 9; PIPE � F1£)OBLE co 4' •',A' OD COJNECTOR d'.: .r L J 3 ' N N E 1, dN SMOOTH FWISI CHANEL TO d MINIMUM CONIw u n 3/4 WROGAL KOR-N SEAL BOOT I IT 1r N.MuM GF w-O'-PACTED 72 MINIMUM C V W BASE MATERIAL •'..G , - c In PRECAST CONCRETE FLOW CONTROL STRUCTURE STANDARD MANHOLE FLAT TOP MANHOLE Nab C�e.mw4 smi. MANHOLE BASE C Serves ca..i wr Servicxs Services DETAIL D� REVISED 02-03. acP�mcviMeNc. REVISED OS-07 G,R, REVISED 02-0 Ou°°eWlmenEM Wu.. REVISED 12-08 Ou cvmmitmevt Mcleu. DRAWING.NO.010- - DRAWING NO.020 DRAWING N0.OSD D�]A',nNG NO.270 Ln PRE CAST W CONICAL --`-_-^ SEENOTEATTOPOF -- HOLES(2)SANITARY STANDARD DETAILN020. MANHOLE LID COVER ONLY FOR LARGE DIAMETER AS APPROVED FADE OF MANHOLESSEE wo -�• STANDARD DETAIL p160 - �-GRADE RINGS 1"FLAT FACE LETTERING MAXIMUM Y-SEE NOTE 8 p ANNG •tr, - (RECESSED FLUSH) SEEIN N NON-SHRINK GROUT 1 B• B"� PAVING RINGS NOT ALLOWED. LI CAMNOTES: FACE OF M F 0 0 1.ALLMANHOLESECTIONSSHALL OF Gum< S _ CONFORM TO THE REQUIREMENTS �� OFASTM4]S CANDAPPLICARLE Y WEEP MOLE PROVISIONS OF STD.MANHOLE c rDRAWING N0.010 F7\, D l a...p ® ® ® ® 2 INLET MXC AND PIPE NOT TO EXCEED FACET NG 3r ONTNACTON D �f ® ® 18"DIA g1TTR JgNTS d, 3 PROVIDE SPECIAL DETAIL FOR OUTLET I /2'PRE MgDFO IT W'a 7/8" ® Ax4or]WX FLOWCONTROLEXCEEDINGIB'DIA.. - -80'MINIMUM I-*- --' s- EXPANI JOINT ® FILLER(-.) SECTION A-A 0 4.ALLOUTLETS SHALLHAVEFLOWCONTROL ,-BOTTOM FACE OF GU TER(1)OPEN DEVICE. WATERTIGHT SEALPLAN VIEW PICKHOLE •.c+ (16)8/4" SANITARY HOLES SHOWN - PIPE TYPE PLAN VIEW COVER BACK SIZE,AND --NORMAL GUTTER. MIN.CURB INLET OPENING . mow LINE TOP-FACE OF OU o 2{-5 4 - ANTNSIPHON DEVICE CONNECTION � - PER FACE OF GUI 24 314"DIA. APPROVED AN ALL HOODS AND TRS FOR CATCH BASINS '•SNOUT OIL 8 DEBRIS STOP ACE d'•WTIER AND MANUF U TUP STRUCTURES SHALL O BEA,MANUFACTURED RM IIL AU(-,,TROY OF CURB BESTMANAGEMENTPRODUCTS,INC. T'IDPIMIE gy 1/4" 59 MTARCHER RD. y�,1 Y d J LYME CT M71FREE 7� 18' iR 2B (880)494-02]](B00)434J195 F FAXTOL FREE.(800)504.BW8 i o 1T OR(888I35/-]585 O WEBSITE. ROVEI)EQUAL OM OIL&FLOATABLE DEBRIS 3• Y B",SQ. OR PRE-APPROVED EQUAL \ ` ON SURFACE CANNOT EwT PIE' • Y 8" 7 1/2"SQ. SUMP VOLUME AVAILABLE • 1 s• r PIC OLE DETAIL MINIMUM MAXIMUM ;; - e 6'1}� +172• �-221/2"DIA 10 A :Ke GT .cF MN aF FRONT VIEW SECTION VIEW m _ 3 31• NOTES 1.ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL,ASTM A-36 STEEL,AND BE Q HOT-OPPED GALVANIZED AFTER FABRICATION. L 2.AIL.POURED IN PLACE CONCRETE SHALL HAM:A 28 DAY STRENGTH 01'3000 P.S.I. aOf 2 7/8" SUMR VOLUME REQUIREMENTS AND A SLUMP OF Y TO 4". Lij NO &' 3.INSTALL STEPS WHEN DISTANCE FROM TOP OF UD TO FLOW UNE OF PIPE IS GREATER THAN Q 1. SUBURBAN TPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS CFn.c crsoF lNFLaV 48•,SEE SID.DRAWING NO.1GO.SET FIRST STEP 1Y FROM TOP OF GRATE AND ALIGN`NTH z COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. - SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. M.°cF �GwRED UD OPENING. 3. COV1R AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4.INSTALL STRUCTURE ON MINIMUM OF W OF W TO 0"COMPACTED BASE MATERIAL 4. NOTCH LID FOR UFTNG HOOK. _ 5.7r MAXIMUM ALLOWED WITH DISTRICT OR OTY APPROVAL,TO AVOID CONFLICTS WITH EXISTNG UTILITIES. SUBURBAN AND STANDARDSTORM WATER WATER QUALITY MANHOLE FRAME AND COVER , Savices MANHOLE LID CkanWderr Semi= MANHOLE (SNOUT) A C6.%;;; Services INLET CATCH BASIN (CG-30) Ckan%w ° m DRAWING NO.110 SANITARY REVISED 12-08 oeepWbeotb.I_ - REVISED 12-06 � +�LMetae. Oce ev°umdPm�d MaMv. G z REVISED+2-� REVISED 05-07 Dae a°Wmllmevtb eleu. p GRIMING N0.120 GRAVING N0.250 DRAYANGNO.330 � a o SHEET 1 ^� .L V - THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND R SURVEY DATA.WE SUGGEST TTHESE PLANS.BE USEDIN CONJUNCTION - WITH FIELD I CATION O TION AND ELEVATION OF IMPROVEMENT$ IN QUEST N. THE OF V INFORMATION,KNOWIEOGE,ANDBELIEF, THESEP NS AN REPRESENTATION OF THE SUBIER IMPROVEMENTS. OF . DATE:13p/�G 19 0 - PROF IN / -.-- P 7'-0" - 8'-0'i RUE 18"CAST IRON 910 BOXES 3'-0" 6"-0"- �•S: 14 � - FINISHED GRADE '\\. 4".MAX.+1 I �D� , W SIDEWALK I - \\\III \\ 0.ENEWAL DATE:6/30/17 . - STANDARD CASE RON NOR SHRINK GROUT 0' FRAME AND COWL DRAWING N0.510 - HAND BRASS ¢ 30"MIN SERVICE LINE DEPTH 12"x20 ROTOCAST METER eDx, TYP GATE VALVE 3 W/12"x20 COVER W/TOUCH MADE MANHOLE (SEE DETAIL NO.503) 2"ADAPTER COPPER III GRADE RING READ HOLE OR EQUAL - y- � SWEAT TO.FIPT \t SIDEWALK ADJACENT TO CURB -'1 ( caAL� R TUBING C7 a FINISH GRADE ••�h �� O TO IRRIGATION 5'-6" 5'-0' B'-D"PUE ;r • WAT GIT PIPE PLUG N WTN STOPS 2"ELL COPPER SLIP O N PROMOS J/4•-0 FOR A TO RESIDENCE - r MRL GFARANTE :`r; � MIwMu1 a e•ARauwo 2"ADAPTER COPPER W a SWEAT TO MIPT PLAN ..'' .e -1 I_ GEISHauT MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK Z ti 30"MIN SERVICE LINE DEPTH "a° MW REQUIRED 2"TAPPED M METER BOX 12"x20"ROTOCAST METER BOX, T rl W24"DEPTH ;},. NOTE: M.J.CAP WITH UG OR G ttt LY THREADED BRASS PIPING RETAINER JOINT PLUG OR Z zo W/12"X20"COYER W/TOUCH p .OY,p .tti I RETAINER GLAND Z M- D Z READ HOLE OR.EQUAL i w v O K Up tV MAY BE USED IN PLACE Of COPPER TUBING Q 7 W W ti 18" SIDEWALK WITH PLANTER STRIP AT CURB PERMANENT Qzoowo In m ^STREET PLUG ORa _. [EDGE OF PAVEMENT Z N WCUSTOMER SIDE r MJ GATE VALVEDoto`� PHASE BREAK O �V UNION EACH SIDE -� . V_ONOT TO EXCEED AND VALVE- yn COMPLETE ._ _._ SEE PLUMBING CODEBOXf REQUIR "FOR DEPTH OF A•K y c CRUSHED ROCK BASE) ELEVATION COVER sF ya, °rg .4. ° ».'$` - �N o �N INSTALLATION SHOWN 15 ONLY A SUGGESTION. T caN.SA D I «n 4"MIN Sµ"-O BOTTOM OF WW: w 01 u 3/4'-0 FOR PLASTIC PIPE UNDISTURBED EARTH t. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. NOTES: 3/4"-0" METER T C 1..SURVEYOR TO INSTALL TEMPORARY HUB ROCK. ANGLE BALL METER VALVE MECHANICAL FIELD 0 3 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN LEST AND GUARD STAKE OR GUARDSTAKE AT - MUELLER 824258 _ m 0 3 LOT.LINE FOR METER INSTALLATION. 5/8"X 3/4"X 1"OR EQUAL NOTE: RESTRAINT REQUIRED. O.W 3 COCKS IF BELOW GROUND INSTALLATION. I. CONCRETE ENCASE ENTIRE WYE SECTION AND 46 BEND IF CONCRETE PIPE L - 2 80%ES SET IN CONCRETE SHALL BE 7^TYPE"K"SOFT COPPER TUBING 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, NEXT SIZE LARGER- -SEAMLESS 2 STAND PIPE TO BE SAME SIZE AS MAINUNE UP TO AND INCLUDING e•PIPE 0 BE DETERMIN ` FOR INSTALLATION. 3, iCEF FROM PROPERTY LINENTER OF METER BOX. BE OFFSET STANDARD IABD C EANNLINE GREATER THAN a*SOU THALL W A 8'STANDPIPE. IN THE FIELD 30 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS TEMPORARY rnM NO WALE �7111 7O SCALEACUmIN P.DUENAS,P.E. IRRIGATION DOUBLE AGUst Ocn°N Dwc.No. • 3/4" & 1" DwcNa N L n .CLVICCS' 2" STANDARD:: OvDM9.N0.JLY30°8CHECK ASSEMBLY53 PoN , - WATER SERVICE 520 RAw7Nc Na.500- REWSED1z-Os - ,D ;» 570"'' JULr N_ BLOWOFF �Icla� ce Pwl Gann jwD atwn ..x.(OMD warm 3/4.9MIIARP r. GROUND SURFACE A A B 8 o _;r p0O OOO p Q C7 ❑❑p PATCN AO TOP m�Tea OF 3' PLUGGED TEE PLUGGED CROSS / / O Q O OQ O O OO FSG OR_Gm W+tY LTM.. BEND PLUG OR CAP O O 0 O(0 O iN aoG ,13 o TNGW e•MMA A•MR EwsnnG Ac- : _ '�,."-r, Op 0 O 0O 00 0 •" q D p0�� Otifl rro' °000°000 0°0... Pool)Q$o°o o °Oo °0...0 a00 �p Od �. I� ° °°do o"� a�T Oc�0.0Q'b°p$O O�O° $o'n° LATERAL - PLUGGED CROSS TEE O O O O.O SEC��TIOT B-B o°O o o° o° CONCRETE THRUST BLOCK SCHEDULE N °C ° °OQ°°O (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) °• EMS °O°p.°O oo 3/4' D FITTING. 9013END,IEE,OR 45 22 1/2' 11 1/4• 4".DIA.PERFORATED, 1"ROUND DRAIN TO SURFACE)CK G BASE ROGC O° O POCK SIZE(INCHES) PLUGGED CROSS BEND BEND BEND (. ��oo CORRUGATED POLYETHYLENE PIPE �"' -----� -G -%0 a ots o1a -- -- WITH POLYESTER KNITTED °0 0 e o00°O°O 6 04.0 02.1 01.3 -- GEOTEXTILE FILTER FABRIC SECTION A-A OR oo. p°o0° FILTER SOCK(AASHTO M-252) - o0000Po og o ma o3.a 02.0 OL3 (AMOCO 4545 OR APPROVED 12 16.0 08.8 04.5 02.3 EQUAL) .PNS ZONE 28.4 .15.5' 08.0 04.0 NOTES 24 64.0 34.9 -18.1 09.1 :LLQ READ -- + FRENCH DRAIN 2 ALL PERMANENT CLEW WT'I TO NAM:BOLT DOAT1 COVERS / - etaGNG ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN a MCgmTEMN.SHALL BE WAY ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. To - NTS -ON.Asn A-4a COMPUTE BEARING-AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING aAss 30. STESSES,USE.THE FOLLOWING EQUATION C N-SITE PRIVATE IMPROVEMENT 3 BEARING AREAS- (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) NOTES OUT TO BE DONE AFTER EXI-PON AND 8-RUL OF TRENCH. NOTES. S=2.0% < 2.GEE SM.DRAWNG NO.58O FOR BEDDING.PIPE ZONE.AND TRETCH._FL_ 1.CONCRETE THRUSTBLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER - ID 2.STRADDLE BLOCKS REQUIRED WHERE UNES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561 3.CONCRETE.THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, • Q 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 5.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS:e.9.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. t_ 6.IF NOT SHOWN ON PLANS:REWIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, DETAIL ADJUST IF NECESSARY,TO.CONFORM TOTHE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING f SIRES(ES)STATED.IN THE SPECIAL PROVISIONS. '• ''' ' e V 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN PLANS TAKE PR OVER e " .BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STT BEARING DETAIL BEARINGG AREA OF DZ I�'�y --- --'--- THRUST BLOCKS ARE IN SQUARE FEET. y•, CLEANOUT FRAME � I wmmm No scALE CONSTRUCT SIDEWALK PER .. AND COVER �`^�•T+w��^^' T-CST a �o� YAw.. .ASPHALT DETAILS C1eanV6��rServlce; AGUmN P.Du CITU OF TIGARD DETAIL 120 DRAWING NO_510 RENSEB 12-os _ °n awEx STANDARD THRUST OWa uo. (SEE SHEET 16) ome.uu tude.T. 1x,oN SHEET DRAWING N0:600 REVISED tz-Ds " 1=11 JULr zoos BLOCK 56� - t - � n� THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE EMG GRADE 19 CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND 16"CURB PER DETAIL SHEET 16 28"CURB PER DETAIL SHEET 16 SURVEY DATA.WE UGGEST THAT THESE PIANS BE USED IN CON]UNGTION WITH V TION OF L TION AND ELEVATION OF IMPROVEMENTS IN QUESTIO T HE BEST M ]NFORMATION,KNOWLEDGE,AND BELIEF, .1 OF THESE PU A ANA TE EPRESENTATION OFTHE SUB]ER IM¢PROVEMENTS 1O' WIDE SIDEWALK DETAIL i NIS 1 O JOHN- NSEN PR��/� la. oy a a. RENEWAL DATE:6/30/17 I� .• i `` 3 __..__ ._. __-_-___ 30 15 0 30 v x f 9 ,�� t 1 SYMBOLS LEGEND ~ NN NG LL ., I y- 1-. ,. J PROPOSED EXISTING © O STREET CENTERLINE PROPERTY —__ --- LU p_ '1.e I SANITARY SEWER SS - STORM SEWER ST Z .^4 o _W_W_MAIN M J i�jl m I3 �. SANITARY MANHOLE Z N STORM MANHOLE ® O Z w w O N j ° LU WATER VALVE 8 0 \ U . LUU "I _ .. .. FIRE HYDRANT / LU 0 O M f- WA 'iER METER BOX LL, M i g 0+42,13.5'RTI a CATCH BASIN '. . — .. €[ '• STREET LIGHT O m N QOH OH OH0+47.07, 3.5'LT M In In 3 m -5S SS---� ' BLOW OFF ASSEMBLY ► - _ I m 0+94,13.5'RT i4�5 RT g - 3+15,13.5'RT POWER POLE - 7 W 2+05,13.5'RT T 'j I 1+47,13.5'RT 7 3+73,13.5'RT° � o 0+ , . , 1 N I. � 6 0 , re C Do, ; G z 1+18,17.15RT g N gi THESE"RECORD"PLANS ARE COMPILED FROM DATA COLLECTED FROM THE CONTRACTOR,PERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION AND m m M. - SURVEY.DATA.WE SUGGEST THAT THESE PLANS BE USED IN CONJUNCTION M i " WITH FIELD VE T10N O CATION AND ELEVATION OF IMPROVEMENTS .-. M IN QUESTION O HE BES O MY INFORMATION,KNOWLEDGE,AND BELIEF, THESE PVf -AR N RA REPRESENTATION OF THE SUBJECT IMPROVEMENTS. u�u r DATE/�/311557_ F�"y IOP-11.IENSEN GENERAL SIGNING NOTES: - - MUTCD TASLE2D-2.'RECOMMENDED NIN/MIIM LETTER HEIOHtS ON STREET NANE3IGNS 1)Contractor shall supply and install all signs,and is responsible for staking signRepommanded Lfmimam t.erc.THefgnt TYpe Df Mounti TYM OySneet OrHigM1 d Ln locations and obtafnin utility locates for staked sign locations.Signs shall be located SpeenN Stank Height hi lar UPPer Case Lows,Dasa per typical sign location or as shown on plans. _ Overheed Ad Typss As sPepd Irmm 24 manes 'umpM1ee.« Smcnea•• - 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the Pose asseled Mune-Lane More MM40 MPH IS maims 8fess sinnhes County's Permanent Signing Legend. Pawl Mosled Mani-Lana L-Thea 4a MPH 12 all. 6I.M I.M. 46mm.a j Fool No rem - 2-lane All Speed Limits 12 xxhaa• gimmes• assn l C — 4)Posts-A minimum.of tin x 2i z 10 ft galvanized'Unistrut Telespae or 12 gage STOP ROS $, m perforated posts or approved equivalent shalt be used.Sign combination and ro I 2 m:Smote trin speed Lonfle-1—.1—s.B Ixek with 411'1UPPert Lelfera And 3'Lo else Ceders Mar as Used mimimum sign mountin height shall determine post length. Sign posts and anchors •F DIS keds)—dsignso,ovemeadingnaummaillendardl.etterHetghtsYWaSe Sall, shall be installed er'T icalSi nInstallationDetail'. No other Lems,Than JTtoU.gens^ounilUPPe1-Ccl, uns•Lewar-Case Letters May 81 used. - g p yp g type of post shall be used unless prior approval of the county Traffic Engineer is obtained. t - sw Taylorst 1)Street Nam¢5igns 1 2 3 ¢ Signing i nin material �� 1 A)It 30"x 1 SIGN O SIGN O a g 9 I _i -F County Smsay Office at(503)946-87231*foreord¢nngandinsuilingstmet 9 A)Minimum retroreflectivity levels shall meat MUTCD table 2A=3 SW 90th Ave-� name sBi�Street name signs for cross streets shall be designed m the standard for z 0 Bj.Minimum sheeting type shall be ASTM 111 Prismatic the rasa bpproacnmg ens cross sacet g u C)Fluorescent yellow-green shall be used for school related signs C)Usenet blade Mpmmnm bhud s. 1 D)Post mountedstreetname signs shall be two(2)sided,without borders Sw Taylor st and be installed on top of past with special brackets. E)Overhead street name signs shall be one(1)sided and be Installed with �+ 83RD A� $" MATTHEW PARK 8" PERMANENT SIGNING LEGEND - j Pale.brackets or sq.1-Hint banding type adjustable brackets. tIX9 Remove Existing Sign(Ni c Yf6"Galy Or SW tit.Ave-i- ^ F)Ptefixes shall be used far all street name signs Awminum AfloY Rl+sner - 9® Prefix* R upper case lettem �. R ove Existing Sign(N)And(M)Sign Support - SufRxas'upper and lower case letters ca R Supersuipt for numerical sVeet names:all lower se letters N InsGflN¢w51gnIN) —7/iS"O,WeRNof ' SW Ta forst i G)Alts=nam¢signtext.exlndingsnpersulpt,shallbecenterjustified. 3 O (I� O, H)Common alteraWabons.use MUTCDtabie 1A-i,wnhthsemmicapttons: SIG N O SIGN f� Ave=Avenue; Lp-Loop; LnI ane; Wy=Way Z e Install N w.5 9 (N)O New(M)Sign Support SW 9U th AYe T .. Z O R Ands E t g Sign(N) �< _j_ 'm I Types!Sr Name \/ ncnor Sleeve 2R 1h",18"tleep Sig I II Ion Far R And S Ex t g Sign(N)And \ Ancnu2Y X 1% 36 deep N A N I lase R move JIM)519n Support \ " TyP�ol Street ii-*ren Iia trona n NO NO a Remove And Save Existing Sign(N)And Sign Post2-x2,l2^ p Ina ilarrc.Fm _i4g �i l p p z J Leaal12 llen e a " PARKING PARKING � Q Maintain nAdsupport OP. ma: $r Mamrs f ANY AN L.LI 11 O M t And Protect Existing Sign IN)And Support TLC PIN Reinstall Existing Sign(N) oda S1 bas �a pf 5'f s n— - c 10. Reinstall Existing Sign(N)On N9 (JW)Sign Suppo 2'to 4" Ie� a 3/8"x7116" IP'' � 1'p's1e CROSS INTERSECTION - SIGN J SIGN V Ddre Rrvee tYn. R7-i O R7-1 O ®.Reinstall Existing Sign(N)And(NA Sign support T ., Post ®Instal!New Sign(N)And Reinstall fill)Sign Suppod Sleeve � m R a-Existing Sign(N)And anchor C N Sa Existing(M)Sign Support ,. sign tree '`O a o N=Sign Number TYPICAL SIGN INSTALLATION TEEINTERSECTON PARKING M Mahan.! SHEET M to Is:S n Sign I oleStaSquare ere,Steel Steel Nrs ANY i SP=Slgnai Pare Stam!ss Steel Clamp a0+ TYPICAL SIGN LOCATIONS TIME SL=Stainless Steet Clamp on Street Light id�� fa NTS. SS SIGN O OF W 19 > s