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STANDARD EROSION CONTROL NOTES1.ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTOR(S) THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES.REVISE THE LIST AS APPROPRIATE UNTIL THE PERMIT COVERAGE IS TERMINATD (SECTION 4.4.c.i). INADDITION, INCLUDE A LIST OF PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THEDESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER,BMP INSTALLER (SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES (SECTION 4.4.c.ii).2.VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMITREQUIREMENTS (SECTION 6.5).3.INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS (SECTIONS 4AND 4.11).4.RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ,AGENT, OR THE LOCAL MUNICIPALITY (SECTION 4.7).5.THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROLMEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT (SECTIONS 4 AND 4.11).6.THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS (SECTION 4.8).7.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLYUNDER SPECIFIC CONDITIONS. SUBMIT REVISIONS TO DEQ OR AGENT WITHIN 10 DAYS (SECTION 4.9).8.SEQUENCE CLEARING AND GRUBBING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSEDINACTIVE AREAS FROM BECOMING A SOURCE OF EROSION (SECTION 2.2.2).9.CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TOPREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING (SECTION 2.2.3).10.IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREASAND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATIONAREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS(E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS (SECTION 2.2.1).11.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPENAREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OFVEGETATIVE SEED MIX USED (SECTION 2.2.5).12.MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE(SECTION 2.2.4).13.INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELLL AS ALLSEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE (SECTION 2.1.3).14.CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETSAND DOWNSTREAM CHANNELS AND STREAM BANKS (SECTIONS 2.1.1 AND 2.2.16).15.CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORMDRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY(SECTIONS 2.2.6 AND 2.2.21).16.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNINGCONCRETE WORK (SECTION 2.2.14).17.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBEDAREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOTREQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS ORUTILITY POLE PADS (SECTIONS 2.2.20 AND 2.2.21).18.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS (SECTION2.3.7).19.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESSDAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERSTHAT DO NOT HAVE LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF)TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNATEDTO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARY CONTAMINANT) (SECTION 2.3.7).20.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTIONETRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATEDONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBINGACTIVITIES (SECTION 2.2.7).21.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADSON SITE (SECTION 2.2.7.F).22.CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT,WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS (SECTIONS 1.5 AND 2.3.9).23.ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOTDISTURBED (SECTION 2.2.10).24.PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES AREA TO BEINSTALLED (SECTION 2.2.12).25.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE ANDEQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; ANDWASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROMVEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS,SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS (SECTIONS 2.2.15AND 2.3).26.PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 ANDSTAMPED BY AN OREGON PROFESSIONAL ENGINEER (SECTION 2.2.17.A).27.IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED(SECTIONS 2.2.17 AND 2.2.18).28.PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATEDGROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES (SECTION 2.4).29.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSEPROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES ANDMACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVEREDSTORAGE AREAS FOR WASTE AND SUPPLIES (SECTION 2.3)30.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOIDWIND-BLOWN SOIL (SECTION 2.2.9).31.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOWMANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISECAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE (SECTION 2.3.5).32.IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION,ETC) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION ANDMAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATIONOF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFOREOPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQBEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEMACCORDING TO MANUFACTURER'S SPECIFICATIONS (SECTION 1.2.9).33.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED.THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALLTIMES OF THE YEAR (SECTION 2.2).34.AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BESTABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACEWATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS (SECTION 2.2.8).35.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD THE ABOVE GROUNDFENCE HEIGHT AND BEFORE FENCE REMOVAL (SECTION 2.1.5.B).36.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHESDEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL (SECTION 2.1.5.C).37.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENTBASINS AND SEDIMENT TRAPS: REMOVE SEDIMENT BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTYPERCENT AND AT COMPLETION OF PROJECT (SECTION 2.1.5.D).38.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED.INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCEOF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BEPERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME (SECTION2.2.19.A).39.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS.40.DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLYCEASED OR WILL BE TEMPORARILIY INACTIVE FOR 14 OR MORE CALENDAR DAYS (SECTION 6.5.F).41.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIESCEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND TACKIFIER, LOOSE STRAW, OR ANADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE(SECTION 2.2.20).42.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHERCOVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE ISSTABILIZED, ALL TEMPORARY EROSION CONTROLS ARE REMOVED AND DISPOSED OF PROPERLY, UNLESSNEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE (SECTION 2.2.21).
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STORM DRAIN KEY NOTESINSTALL D3034 (SDR 35) PVC STORM DRAIN PIPE. NOMINAL DIAMETER,LENGTH, AND SLOPE AS SHOWN. BACKFILL PER CLEAN WATER SERVICESSTD. DWG. 590 ON SHEET C933.INSTALL SEDIMENTATION MANHOLE. SEE DIAMETER AND ELEVATION DATATHIS SHEET. SEE CLEAN WATER SERVICES STD. DWG. 010 ON SHEET C931.SEE CONTECH DETAILS ON SHEET C960 AND C961.INSTALL 60" BAYFILTER WATER QUALITY MANHOLE. SEE ELEVATION DATATHIS SHEET. SEE CLEAN WATER SERVICES STD. DWG. 010 ON SHEET C931.SEE CONTECH DETAILS ON SHEET C960 AND C961.INSTALL 60" FLOW CONTROL MANHOLE. SEE ELEVATION DATA THIS SHEET.SEE CLEAN WATER SERVICES STD. DWG. 270 ON SHEET C932. SEE CONTECHDETAILS ON SHEET C960 AND C961.INSTALL 24" CATCH BASIN. SEE ELEVATION DATA THIS SHEET. SEE CLEANWATER SERVICES STD. DWG. 380 ON SHEET C932 FOR TYPE AND ASSEMBLY.INSTALL CATCH BASIN WITH BAYFILTER TREATMENT SYSTEM. SEE ELEVATIONDATA THIS SHEET. SEE DETAIL ON SHEET C961. SEE CONTECH DETAILS ONSHEET C960 AND C961.INSTALL ACO K100 KLASSICDRAIN RAIL CHANNEL SYSTEM OR APPROVEDEQUIVALENT. SEE ELEVATION DATA THIS SHEET. SEE DETAIL ON SHEET C933.INSTALL 24" AREA DRAIN. SEE ELEVATION DATA THIS SHEET. SEE CLEANWATER SERVICES STD. DWG. 380 ON SHEET C932.INSTALL CLEANOUT. SEE ELEVATION DATA THIS SHEET. SEE CLEAN WATERSERVICES STD. DWG. 500 ON SHEET C932.ROOF DRAIN POINT OF CONNECTION. SEE PLUMBING PLANS FORCONTINUATION, BY OTHERS.INSTALL CONTECH UNDERGROUND DETENTION SYSTEM. SEE CONTECHDETAILS ON SHEET C960.1234567891011 SANITARY SEWER KEY NOTESINSTALL ASTM D3034 (SDR35) SANITARY SEWER PIPE. NOMINALDIAMETER, LENGTH, AND SLOPE AS SHOWN. BACKFILL PER CLEA
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STORM DRAIN KEY NOTESINSTALL D3034 (SDR 35) PVC STORM DRAIN PIPE. NOMINAL DIAMETER,LENGTH, AND SLOPE AS SHOWN. BACKFILL PER CLEAN WATER SERVICESSTD. DWG. 590 ON SHEET C933.INSTALL SEDIMENTATION MANHOLE. SEE DIAMETER AND ELEVATION DATATHIS SHEET. SEE CLEAN WATER SERVICES STD. DWG. 010 ON SHEET C931.SEE CONTECH DETAILS ON SHEET C960 AND C961.INSTALL 60" BAYFILTER WATER QUALITY MANHOLE. SEE ELEVATION DATATHIS SHEET. SEE CLEAN WATER SERVICES STD. DWG. 010 ON SHEET C931.SEE CONTECH DETAILS ON SHEET C960 AND C961.INSTALL 60" FLOW CONTROL MANHOLE. SEE ELEVATION DATA THIS SHEET.SEE CLEAN WATER SERVICES STD. DWG. 270 ON SHEET C932. SEE CONTECHDETAILS ON SHEET C960 AND C961.INSTALL 24" CATCH BASIN. SEE ELEVATION DATA THIS SHEET. SEE CLEANWATER SERVICES STD. DWG. 380 ON SHEET C932 FOR TYPE AND ASSEMBLY.INSTALL CATCH BASIN WITH BAYFILTER TREATMENT SYSTEM. SEE ELEVATIONDATA THIS SHEET. SEE DETAIL ON SHEET C961. SEE CONTECH DETAILS ONSHEET C960 AND C961.INSTALL ACO K100 KLASSICDRAIN RAIL CHANNEL SYSTEM OR APPROVEDEQUIVALENT. SEE ELEVATION DATA THIS SHEET. SEE DETAIL ON SHEET C933.INSTALL 24" AREA DRAIN. SEE ELEVATION DATA THIS SHEET. SEE CLEANWATER SERVICES STD. DWG. 380 ON SHEET C932.INSTALL CLEANOUT. SEE ELEVATION DATA THIS SHEET. SEE CLEAN WATERSERVICES STD. DWG. 500 ON SHEET C932.ROOF DRAIN POINT OF CONNECTION. SEE PLUMBING PLANS FORCONTINUATION, BY OTHERS.INSTALL CONTECH UNDERGROUND DETENTION SYSTEM. SEE CONTECHDETAILS ON SHEET C960.SITE POINT OF DISCHARGE. MATCH EXISTING OUTFALL AND PROTECTEXISTING RIPRAP TO REMAIN.123456789101112 SANITARY SEWER KEY NOTESINSTALL ASTM D3034 (SDR35) SANITARY SEWER PIPE. NOMINALDIAMETER, LENGTH, AND SLOPE AS SHOWN. BACKFILL PER CLEA
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SEE PUBLIC FACILITIES IMPROVEMENT
PLANS FOR FRONTAGE INFORMATION
(COMPLETED UNDER SEPARATE PERMIT)
FRANCHISE UTILITY KEY NOTESROUTE EXISTING POWER LINE FROM UTILITY POLE TO UNDERGROU
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SURVEYOR'S NOTESALL NOTES HEREON WERE SUPPLIED IN REFERENCE TO ALAND SURVEY COMPLETED ON TAX LOT 1200 1S127DD -10031 SW CASCADE AVE TIGARD, OR 97223. FOR ADDITIONALONSITE SURVEYOR NOTES SEE ONSITE PLANS COMPLETEDUNDER SEPARATE PERMIT.1.THE PROPERTY IS LOCATED IN THE S.E. 1/4 OF SECTION27 AND THE S.W. 1/4 OF SECTION 26, T.1.S., R.1.W.,WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTONCOUNTY, OREGON2.THE PROPERTY HAS DIRECT ACCESS TO SW CASCADEAVENUE, BEING A DEDICATED PUBLIC STREET.3.THE LOCATION OF UTILITIES EXISTING ON OR SERVINGTHE SURVEYED PROPERTY WERE DETERMINED BY:OBSERVED EVIDENCE COLLECTED PURSUANT TOSECTION 5.E.IV, EVIDENCE FROM PLANS REQUESTED BYTHE SURVEYOR AND OBTAINED FROM UTILITYCOMPANIES, OR PROVIDED BY CLIENT, AND MARKINGSREQUESTED BY THE SURVEYOR PURSUANT TO AN 811UTILITY LOCATE OR SIMILAR REQUEST, AND ARE ASSHOWN HEREON. LACKING EXCAVATION, THE EXACTLOCATION OF UNDERGROUND FEATURES CANNOT BEACCURATELY, COMPLETELY, AND RELIABLY DEPICTED.IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHERSIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORSMAY BE IGNORED OR RESULT IN AN INCOMPLETERESPONSE. WHERE ADDITIONAL OR MORE DETAILEDINFORMATION IS REQUIRED, THE CLIENT IS ADVISEDTHAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATEREQUEST MAY BE NECESSARY.4.THE NAMES OF ADJOINING OWNERS ACCORDING TOCURRENT TAX RECORDS ARE AS SHOWN HEREON.5.NO PLOTTABLE OFFSITE EASEMENTS AND / ORSERVITUDES WERE DISCLOSED TO OR OBTAINED BY THESURVEYOR AS A PART OF THE SURVEY.*LOCATION OF EXISTING STORM OUTFALL HAS CHANGEDDUE TO IMPROVEMENTS ASSOCIATED WITH THE WIDENINGOF HIGHWAY 217. ELEVATIONS AND LOCATIONS SHOWNFOR EXISTING INFRASTRUCTURE AT THE STORM OUTFALLARE BASED ON CONSTRUCTION DOCUMENTS. FIELDCONDITIONS MAY VARY. CONTRACTOR SHALL CONTACTTHE PROJECT ENGINEER WITH ANY DISCREPANCIES.GENERAL NOTESSEE APPENDIX D - GENERAL CONDITIONS OF THE CITY OF TIGARDPUBLIC IMPROVEMENTS DESIGN STANDARDS FOR ADDITIONALGENERAL CONSTRUCTION NOTES.1.PROTECT EXISTING PAVEMENT ADJACENT TO WORK LIMITS.REPLACE DAMAGED CONCRETE IN WHOLE PANELS.2.VERIFY PRESENCE, LOCATION, AND DEPTH OF EXISTING UTILITIESPRIOR TO COMMENCING WORK. NOTIFY ENGINEER FOR ANYCONFLICTS WITH PROPOSED DESIGN. EXCAVATOR MUST COMPLYWITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION,ETC.).3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGECONTROL IS REQUIRED AT ALL TIMES. THE CITY OF TIGARD MAYORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, ATANY TIME.
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Notes:1.No digging within 10' of straddle block.2.Use 2" offset or manufacturer recommendation for mid-span restraint.3.Wrap restraints with 1 layer of polyethylene encasement prior to pouring concrete. ExtendPE wrap a minimum of 6" beyond restraints. Secure to pipe with 10 mil PVC pipe wrap tape.4.Tie rebar to itself to hold form.5.Engineer shall provide design and supporting calculation if test pressure exceeds 150 PSI.2.0' min. trench width(12" greater thannominal pipe dia)0.5' pipe base3.1'10.0'4.0'4.0'5.0'5.0'SECTION3.0'PLAN 3.0'3.0'2.0'min.13.2" OD (12" DI pipe)12" ID (12" DI pipe)3500 psi (minimum) concretePour concrete againstundisturbed native soilNo joints allowed EBAA 1100SDB mid spanrestraint (2) required.See note 4.3" min clear (typ. all bars)#4 rebar at 12" O.C. eachway (typ.)#4 rebar at 12" O.C.each way (typ.)Class II LDCC Surface per planTracer wirePipe zone(See Note 1)Top of Class II LDCC =bottom of road base aggregateNotes:1.Pipe zone dimensions and backfill material per TVWD std. detail 201 on sht. W
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